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Plans (9) BU P2019 -00081 OFFICE COPY D 441) CTI"K (413P, TICA W C RED ROCK CREEK COMMONS REVI D FOR CODE COMPLIANCE OTCovcd: � � - R.i �� y�� 'I � , . rte-#; c. _ RECEIVED 04 .... SPECIAL INSPECTION REQUIRED Address: i J 0 p S\,,t 11,..S.,\"/-\/ JUN a 6 2019 ' • D. C1' GON 11090 SW 68TH PKWY, TIGARD O 97223 State of Oregon Structural Specialty Code Suite #: cls OF TIGARD �� o • - DIVISION '‘'74?OF 0 \ Concrete and Reinforcing Steel $�'' .. � Dais. C}' 7 , 1 BUILDING '�J Som Installed ed in Concrete . ❑ Special Moment-Rusting Concrete Frame V [�jJ�;q E Reirdordrg Steel Prestroasing Steel Tendons a o U Strvctwai Welding W }. "' '`� DEFERRED 0CC 2 ci Structural Masonry Fire Sprinkles r�..4. fire A,a,,,, �1... VALIDITY OF PERMIT ~ ❑ Steirdorced Gypsum Concrete U °' Mechanical �-�• THE ISSUANCE OE A PERMIT W o ❑ insulating Concrete F� Plumbing ��+.�•• BASED ON CONSTRUCTION NCO Electrical �.k-•• DOCUMENTS AND OTHER '� " ❑ Spray Applied Fire-Resistive Materials Truss Engineerin�..�., DATA SHALE.NOT PREVENT m 0 Pilings,Drilled Piers and Caissons Shop Drawings ....... THE CODE OFFICIAL FROM 3 ❑ Shotcrete v 0 REQUIRING THE CORRECTION U OF ERRORS,ossc as.aIX 0 0 Special Grading, Excavation ander Q co ElSmoke-ControlSystems N E l Other Inspections o • a ac o — = N N Z c N O vu) I— cry N W N J co 0.) W N I a oc° U MX. a t ;r 7. CON INCD O p 2 ❑ 2 U0 w Y I— CO W > F_— CC im LU O � OC CO ❑ � 1.I.1 co e 0 0• 0 et �g ii'L s III 5 J, ., .. k. '' t Y OFIV011i .1Ir , COVER SHEET . •.r,_ te~ , = -- PROJECT N O- ` ., a. S ' ''' " � F I 17055 r { � '5V--z•s� „ .. 04,29,2019. x6_ , rL . r a REVISIONS: # I— O zF a W 0 .. "' w` z in act W 0 VI,,l r LZ W W Q Q Q Cry X IEft 1z z exposed to the o Wood structural memberstlWr to be 0 cr that arra, ... H'� Pressure Treated or deoey reK o ii per 317,1.3 iu 2 G1 a 01 I- a Z Ov PROJECT TEAM : PROJECT DESCRIPTION : DRAWING INDEX: elostD 414, --.364 4tivel.A OWNER 4-STORY MULTIFAMILY RESIDENTIAL DEVELOPMENT CONSISTING OF 48 UNITS GENERAL A8.31 EXTERIOR DETAILS WINDOW INSTALLATION SEQUENCEfi S �� TOTAL, GROUND FLOOR SUPPORT SPACES FOR RESIDENTIAL INCLUDE LOBBY, G1.01 COVER SHEET A$.32 EXTERIOR DETAILS-WINDOW OPENINGS MANAGEMENT OFFICES, COMMUNITY ROOM, COMMON UTILITY SPACES AND G1.02 GENERAL INFORMATION/SHEET INDEX A8.33 EXTERIOR DETAILS- STOREFRONT COMMUNITY PARTNERS FOR AFFORDABLE HOUSING BICYCLE STORAGE. EXTERIOR SITE IMPROVEMENTS, SURFACE PARKING AND G1.03 ABBREVIATIONS/SYMBOLS A8.34 EXTERIOR DETAILS DOOR OPENINGS 6380 SW CAPITOL HWY. #151 STREETSCAPE UPGRADES ON ONE FRONTAGE IS ALSO INCLUDED IN THE G1.04 BUILDING INFORMATION A8.41 EXTERIOR DETAILS DECK • D' O a PROJ ECT. 2918 re..- -' PORTLAND, OR 97239 G1.05 SURVEY, FOR REFERENCE ONLY A8.42 EXTERIOR DETAILS - DECK _dti1:\3 A8.43 EXTERIOR DETAILS- DECK 4'OF O RACHAEL DUKE G2.01 CODE REVIEW SUMMARY A8.44 EXTERIOR DETAILS-SUNSHADES V 503.293.4038 G2.02 CODE REVIEW SUMMARY A8.51 EXTERIOR DETAILS- ROOF G2.03 CODE REVIEW SUMMARY A8.52 EXTERIOR DETAILS- ROOF 0 G2.04 FIRE LIFE SAFETY-FLOOR PLANS A8.53 EXTERIOR DETAILS -CANOPIES ARCHITECT G2.05 FIRE LIFE SAFETY FLOOR PLANS A8.54 EXTERIOR DETAILS CANOPIES ao SSITE INFORMATION G2.06 FIRE LIFE SAFETY FLOOR PLANS, SECTIONS &ANALYSIS A8.61 INTERIOR DETAILS-GENERAL DETAILS w " CARLETON HART ARCHITECTURE PC G2.07 FIRE LIFE SAFETY SECTIONS&ANALYSIS A8.62 INTERIOR DETAILS GENERAL DETAILS A8.63 INTERIOR DETAILS GENERAL DETAILS 830 SW 10TH AVENUE #200 G3.01 VERTICAL ASSEMBLIES-EXTERIOR A8.71 INTERIOR DETAILS-CABINETRY&CASEWORK DIX -c: PORTLAND, OREGON 97209 i' ° ADDRESS: 11090 SW 68TH PKWY, TIGARD OR 97223 G3.02 VERTICAL ASSEMBLIES- INTERIOR A8.72 INTERIOR DETAILS-CABINETRY&CASEWORK ANNA GALLOWAY G3.03 HORIZONTAL ASSEMBLIES - EXTERIOR A8.73 INTERIOR DETAILS-CABINETRY&CASEWORK 0 0 LI)503.206.3193 G3.04 HORIZONTAL ASSEMBLIES- INTERIOR A8.81 INTERIOR DETAILS- STAIRS LU 03 SITE AREA: 38333 SF A8.82 INTERIOR DETAILS- ELEVATOR • a)G4.02 ACCESSIBILITY SHEETS-COMMON AREAS 3 G4.03 ACCESSIBILITY SHEETS- DWELLING UNITS A9.01 DOOR SCHEDULE 0 rn GENERAL CONTRACTOR TAX LOT#: R2093437 A9.11 WINDOW AND STOREFRONT SCHEDULE cu G5.01 AIR SEALING DETAILS A9.21 FINISH AND LIGHTING SCHEDULE v LMC CONSTRUCTION CCB# 161282 Q m 19200 SW TETON AVE ZONING: TMU L CIVIL STRUCTURAL TUALATIN, OR 97062 C0.00 CIVIL NOTES 51.00 GENERAL STRUCTURAL NOTES , a C0.01 CIVIL NOTES 51.01SHEAR WALL DETAIL AND SCHEDULES Q o CHRIS DUFFIN DEFERRED SUBMITTALS: 51.02 STRUCTURAL SCHEDULES I 4# 503.646.6823 C1.00 EXISTING CONDITIONS AND DEMO PLAN S2.01 BASEMENT FOUNDATION PLAN Z C2.00 LAYOUT& PAVING PLAN S2.02 FOUNDATION PLAN 0 ' N LANDSCAPE ARCHITECT CONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND DOCUMENTATION AS S2.03 LEVEL 2 FLOOR FRAMING PLAN I' ' ° tv REQUIRED FOR SUBMISSION TO,AND APPROVAL OF ARCHITECT, OWNER, AND C3.00 GRADING PLAN S2.04 LEVEL 3 FLOOR FRAMING W -c `„ GOVERNING BUILDING DEPARTMENT: 52.05 LEVEL 4 FLOOR FRAMING PLAN 0 co MARIANNE ZARKIN LANDSCAPE ARCHITECTS -ROUTE BIDDER DESIGNED SYSTEMS DOCUMENTS TO ARCHITECT PER IBC C4.00 UTILITY PLAN S2.06 ROOF FRAMING PLAN J c� 1326 NE 63RD AVE SECTION 106.3.4.2 Ce 0 -UPON COMPLETION OF REVIEW BY THE ARCHITECT AND ENGINEER OF Q o 01 PORTLAND, OR 97213 RECORD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING C5.00 CIVIL DETAILS 53.01 BASEMENT LEVEL 1 FOUNDATION AND FRAMING DETAILS U w o ) MARIANNE ZARKIN DOCUMENTS TO PERMIT AGENCY FOR PLAN REVIEW AND PAYING ANY C5.01 CIVIL DETAILS S3.02 BASEMENT LEVEL 1 FOUNDATION AND FRAMING DETAILS PLANS CHECK AND PERMIT FEES. C5.02 CIVIL DETAILS S3.03 BASEMENT LEVEL 1 FOUNDATION AND FRAMING DETAILS 503.802.0031 C5,03 CIVIL DETAILS S3.04 BASEMENT LEVEL 1 FOUNDATION AND FRAMING DETAILS 0 ITEMS: C5.04 CIVIL DETAILS S4.01 FLOOR FRAMING DETAILS Z CIVIL ENGINEER 1 AUTOMATIC FIRE EXTINGUISHING SPRINKLER SYSTEM THROUGHOUT PER C6.00 PUBLIC COVER S4.02 FLOOR FRAMING DETAILS NEPA 13. C6.01 PUBLIC NOTES S4.03 FLOOR FRAMING DETAILS HUMBER DESIGN GROUPC6.02 SW 68TH PARKWAY PUBLIC PLAN AND PROFILE S4.04 FLOOR FRAMING DETAILS 2 COMPLETE FIRE ALARM & DETECTION SYSTEM (TO CORRESPOND WITH FIREco O 117 SE TAYLOR STREET, SUITE 202 & LIFE SAFETY SYSTEMS AS DESCRIBED IN THIS SET.) C6.03 PUBLIC DETAILS (\J 3 COMPLETE STANDPIPE SYSTEM AS REQUIRED PER SECTION 905. C6.04 PUBLIC DETAILS 55.01 ROOF FRAMING DETAILS N PORTLAND, OR 97214 4 ROOF TRUSSES S5.02 ROOF FRAMING DETAILS w BILL BRANNAN 5 PRE FAS I-JOISTS LANDSCAPE Cl) J 6 SEISMIC ROD HOLD-DOWN SYSTEM L1.00 PLANTING LEGEND S6.01 SCREEN WALL, TRASH ENCLOSURE, AND SMOKING SHELTER Z r 510.228.3122 7 INTUMESCENT PAINT FOR STEEL COLUMNS AND BEAMS L1.01 TREE PROTECTION, REMOVAL AND SOIL VOLUME PLAN PLANS AND DETAILS 0 0 Q L1.02 PLANTING PLAN G 0 STRUCTURAL ENGINEER L1.03 PLANTING DETAILS RADON R0.01 SPECIFICATIONS 2 0 O L2.00 IRRIGATION PLAN 0 rrQ� LL �, TM RIPPEY L2.01 IRRIGATION DETAILS R1.00 FOUNDATION PLAN 0V Q W 7650 SW BEVELAND SUITE 100 I- u) PORTLAND, OR 97223 ARCHITECTURAL R2.00 BASEMENT PLANLU A1.01 SITE PLAN R2.01 GROUND FLOOR PLAN F- DOUG GANNETT R2.02 SECOND FLOOR PLAN W O 503.443.3900 A2.00 BASEMENT PLAN R2.03 THIRD FLOOR PLAN A2.01 GROUND FLOOR PLAN R2.04 FOURTH FLOOR PLAN V a U) CC A2.02 SECOND FLOOR PLAN R2.05 ROOF PLAN D W MECHANICAL ENGINEER A2.03 THIRD FLOOR PLAN R3.00 DETAILS () 2 W A2.04 FOURTH FLOOR PLAN 0 Z (DESIGN ASSIST) SEPARATE PERMITS: A2.05 ROOF PLAN CO �' A2.11 REFLECTED CEILING PLAN-LEVEL 1 Q Q GLUMAC A2.12 REFLECTED CEILING PLAN- LEVELS 2-4 900 SW 5TH AVE. SUITE 1600 A2.21 FINISH FLOOR PLAN - LEVEL 1 LU u) ()- 1 FIRE MAINS, SPRINKLERS,AND FIRE ALARMS (AUDIBLE &VISUAL ALARMS) A2.22 FINISH FLOOR PLAN- LEVELS 2 -4 Et Q PORTLAND, OR 97204 UNDER SEPARATE PERMIT FROM THE FIRE MARSHAL'S OFFICE. CD H JOSHUA CHECKIS 2 COMPLETE ELECTRICAL AND LOW-VOLTAGE SYSTEMS. A3.01 UNIT PLANS-TYPE 1 O Z 3 COMPLETE HEATING,VENTILATING,AND AIR CONDITIONING SYSTEMS. A3.02 UNIT PLANS-TYPE 2 503-345-6274 4 COMPLETE BUILDING PLUMBING SYSTEMS. A3.03 UNIT PLANS-TYPE 3 C 5 COMPLETE SITE PLUMBING SYSTEMS A3.04 UNIT PLANS-TYPE 4 C PLUMBING ENGINEER (DESIGN A3.05 UNIT PLANS-TYPE 5 2 A3.06 UNIT PLANS-TYPE 6 O ASSIST) A3.07 UNIT PLANS -TYPE 7 0 A3.11 ENLARGED PLANS GLUMAC A3.12 ENLARGED PLANS 900 SW 5TH AVE. SUITE 1600 A3.13 ENLARGED PLANS GENERAL INFORMATION/ SHEET INDEX PORTLAND, OR 97204 VICINITY MAP: A4.01 EXTERIOR ELEVATIONS HEATHER HARDIE-HILL A4.02 EXTERIOR ELEVATIONS 503-227-5280 A4.03 EXTERIOR ELEVATIONS PROJECT NO. \. s � . .: . ..:wrb A5.01 BUILDING SECTIONS- NORTH/SOUTH 17055 ELECTRICAL ENGINEER `' ,.OM, wa - r..- . iiiii t A5.02 BUILDING SECTIONS EASTIWEST A5.11 WALL SECTIONS N. 04.29.2019 (DESIGN ASSIST) "' , '' A5.12 WALL SECTIONS x 0 GLUMAC r it (0.• :f - - A6.01 VERTICAL CIRCULATION STAIR 01 0 a REVISIONS:. # .0A6.02 VERTICAL CIRCULATION STAIR 02 1-LIJ o 900 SW 5TH AVE. SUITE 1600 X, `�` Ii z ,1 4A6.03 VERTICAL CIRCULATION ELEVATOR A Bid Set 04.29.19 PORTLAND, OR 97204 a A6.04 VERTICAL CIRCULATION SHAFTS a Ij ADAM RITENOURitk • ,. w 503-345-6387 rr SITE A8.01 SITE DETAILS MOCK UP 1 Q A8.02 SITE DETAILS-TRASH ENCLOSURE W 5. J Y A8.03 SITE DETAILS- SMOKING SHELTER < o EMI cc SITE DETAILS-SCREENING 2 2 a •'`- A8I .11 EXTERIOR DETAILS- FOUNDATION AND BASE CONDITIONS Q A8.12 EXTERIOR DETAILS- FOUNDATION AND BASE CONDITIONS I Lu `� A8.13 EXTERIOR DETAILS- FOUNDATION AND BASE CONDITIONS ~ Lu OS QL , A8.21 EXTERIOR DETAILS- BUILDING SKIN a 1- • A8.22 EXTERIOR DETAILS- BUILDING SKIN Q Q A8.23 EXTERIOR DETAILS-APPURTENANCES cdz I- N ali S w } G 1 • 02 H.02 z 0 ABBREVIATIONS: DRAWING SYMBOLS : GENERAL PROJECT NOTES: FIRE SPRINKLER/ALARM NOTES: D G5,4° c ,101 AB ANCHOR BOLT S SOUTH A. THESE NOTES ARE A SUPPLEMENT TO THE PROJECT SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, A. DESIGN, FURNISH AND INSTALL COMPLETE BUILDING FIRE SPRINKLER i r DETAIL Np. N C'� ABM AIR BARRIER MATERIAL SAM SELF-ADHERING MEMBRANE FLASHING oSIM SPECIFICATIONS, AND NOTES SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING IN SUCH FORM AS REQUIRED BY THE SYSTEMS INCLUDING SYSTEM SIZING, ANTI-FREEZING SYSTEM, FIRESTOP , 114 AC AIR CONDITIONING SF SQUARE FEET CONTRACT DOCUMENTS. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THEPENETRATION SYSTEMS, FIRE DETECTION &ALARM ANNUNCIATION PANELS, DRAWING NUMBER CONTRACTOR'S RISK. CONNECTION TO TAMPER SWITCHES, LOW TEMPERATURE SWITCHES, FLOW it AD AREA DRAIN SH SHELF SHEET NUMBER DETECTORS, FDC APPURTENANCES, ETC. 150 D, O. GON ADJ ADJUSTABLE SHR SHOWER B. THE WORK INCLUDES ALL LABOR,TOOLS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT zeP AFF ABOVE FINISH FLOOR SIM SIMILAR SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONSBUILDING SECTION *OF 4 , TO PROVIDE COMPLETE AND OPERATING SYSTEMS B. PROVIDE SYSTEM DESIGN AND SIZING CALCULATIONS IN ACCORDANCE 2918N AHU AIR HANDLING UNIT 50G SLAB ON GRADE ALT ALTERNATE SQ SQUARE AtaSIM I WITH THE REQUIREMENTS OF NFPA 13, THE REQUIREMENTS OF THE LOCAL WATER DISTRICT, BUILDING DEPARTMENT AND THE LOCAL FIRE MARSHAL'S C. EVEN THOUGH ALL INTRICATE, MINUTE DETAILS AND PARTS ARE NOT INDICATED ON DRAWINGS OR SPECIFICATIONS, ALL MATERIALS, OFFICE HAVING AUTHORITY AND JURISDICTION FOR FIRE PROTECTION. AL ALUMINUM SS STAINLESS STEEL A101 DRAWING NUMBER EQUIPMENT, SYSTEMS,AND ASSEMBLIES SHALL BE PROVIDED IN A COMPLETE, WHOLE AND PROPERLY FUNCTIONING MANNER IN • STD STANDARD _____ ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. PROVIDE ALL DETAILED WORK REQUIRED TO COMPLETE ALL PORTIONS OF V BD BOARD STL STEEL - SHEET NUMBER WORK. C. FURNISH AND SUBMIT TO ARCHITECT PRIOR TO SUBMISSION TO OWNER, BUILDING DEPARTMENT, AND FIRE MARSHAL SYSTEM DESIGN E BLDG BUILDING WALL SECTION CALCULATIONS STAMPED BY A LISCENSED FIRE PROTECTION ENGINEER 11 0 BLKG BLOCKING T TOP SIM D. THE DRAWINGS REPRESENT THE DESIGN INTENT AND ARE NOT INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. CJ 1 REGISTERED IN THE STATE OF OREGON. THE FIRE PROTECTION ENGINEER W BO BOTTOM OF T/G TONGUE &GROOVE tft....-___ SHALL BE RESPONSIBLE FOR OVERSEEING PREPARATION OF SHOP w TEMP TEMPERATURE A101 DRAWING NUMBER E. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR DRAWINGS, SYSTEM INSTALLATION, INSPECTIONS, SYSTEM TESTING AND co CJ CONTROL JOINT TO TOP OF --- SHEET NUMBER CONDITIONS SUBJECT TO REVIEW BY THE ARCHITECT. PROVIDE OWNER WITH CORRECTED AS-BUILT RECORD DRAWINGS WITH0 .= CLG GEEING TP TOILET PAPER DISPENSER LETTER OF FINAL ACCEPTANCE. SHOP DRAWINGS SHALL INCLUDE SYSTEM o EXTERIOR ELEVATION PLANS, DETAILS &SCHEMATICS INCLUDING IDENTIFICATION OF ALL CLR CLEAR TS TUBE STEEL F. THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL DESIGN ELEMENTS, SPECIFICALLY TO ONE SHEET, OR U o 1 SPECIFICALLY TO ONE OR MORE DESIGN ELEMENTS. ANY ALTERATION, MODIFICATION, DELETION, OR ADDITION TO THE NOTES BY APPURTENANCES. L.0CMU CONCRETE MASONRY UNIT TYP TYPICAL W o co COL COLUMN A101 DRAWING NUMBER WRITING,ACT OR FAILURE TO ACT, SHALL BE CARRIED OUT ONLY WITH THE PRIOR EXPRESS WRITTEN CONSENT AND APPROVAL OF u THE ARCHITECT. D. PROVIDE A SYSTEM OPERATIONS AND MAINTENANCE MANUAL INCLUDING _ rn CONC CONCRETE UON UNLESS OTHERWISE NOTED SHEET NUMBER LISTS OF SYSTEM COMPONENTS, MANUFACTURERS USE & MAINTENANCE c 3 CONT CONTINUOUS G CPT CARPET VCT VINYL COMPOSITION TILE A INTERIOR ELEVATION NON-STRUCTURAL MEMBERS, SIZES, SHAPES, CONNECTIONS, ETC. COORDINATION WITH OTHER DRAWINGS, SPECIFICATIONS. NOTES, U w. DRAWINGS AND DETAILS ARE MEANT TO INDICATE GENERAL DESIGN INTENT AND SHOW ASSEMBLIES OF STRUCTURAL AND INSTRUCTIONS OF COMPONENTS AND WARRANTY DOCUMENTATION. I a, CTSK COUNTERSINK VERT VERTICAL DIAGRAMS, ETC. SHALL BE NECESSARY FOR COMPLETE AND FINISHED PRODUCT ARE TO BE CONSIDERED PART OF EACH DETAIL AND E. SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND Ce 0 VIE VERIFY IN FIELD DRAWING NUMBER SHALL BE INCLUDED IN THE CONSTRUCTION TO MEET THE DESIGN INTENT AND INDUSTRY STANDARDS. SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED BY THE ARCHITECT AND Q DBL DOUBLE ' APPROVED BY THE LOCAL BUILDING DEPARTMENT AND FIRE MARSHAL'S co - �� SHEET NUMBER H. WHERE A GIVEN MATERIAL IS INDICATED IN DRAWINGS OR SPECIFICATIONS, IT SHALL BE PROVIDED THROUGHOUT THE LENGTH AND OFFICE HAVING AUTHORITY AND JURISDICTION FOR FIRE PROTECTION. F" L DF DRINKING FOUNTAIN W WEST o DIA DIAMETER WC WATER CLOSET HEIGHT OF WALLS, PARTITIONS, PANELS, WINDOWS, ETCETERA, OR IN THE ASSEMBLY DETAIL IN WHICH IT OCCURS, FOR OTHER Ce a DIM DIMENSION W/D WASHER&DRYER DIMENSION TO FACE OF FRAMING, FACE SIMILAR LOCATIONS THROUGHOUT THE FACILITY OR PROJECT, UNLESS ANOTHER MATERIAL IS INDICATED OR OTHERWISE NOTED. Q n — DN DOWN WH WATER HEATER 1 114 / OF CONCRETE, GRIDLINE, OR AS NOTED I ' DS DOWNSPOUT WRB WEATHER RESISTIVE BARRIER I. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, 1 114" CLEAR DIMENSION TO FINISH FACE PREPARED, AND CONDITIONED IN STRICT ACCORDANCE WITH THE MANUFACTURERS WRITTEN OR PRINTED DIRECTIONS AND Z DW DISHWASHER WT WEIGHT OR AS NOTED INSTRUCTIONS, UNLESS SPECIFIED EXCEPTIONS OR OTHER REQUIREMENTS ARE INDICATED IN DRAWINGS OR SPECIFICATIONS. O c N WWF WELDED WIRE FABRIC I m E EAST KEYNOTE J. DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CODES AND REGULATIONS: J o CV M (E) EXISTING EA EACH • KEYNOTE NUMBER K. ALL DIMENSIONS ARE TO FACE OF STUD, UNLESS OTHERWISE NOTED. 3 N EJ EXPANSION JOINT N ELEC ELECTRICALAPPLICABLE CODES AND GUIDELINES: `z, L. USE DIMENSIONS SHOWN. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE DRAWINGS. IT IS THE RESPONSIBILITY OF V a o ELEV ELEVATION DOOR TAG THE CONTRACTOR TO CROSS CHECK THE DRAWINGS AND DIMENSIONS SHOWN WITH RELATED REQUIREMENTS IDENTIFIED ON OTHER co Lo A. 2014 OREGON STRUCTURAL SPECIALTY CODE, (BASED ON 2012 EQ EQUAL TRADE DRAWINGS (CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER DRAWINGS AS APPLICABLE). INTERNATIONAL BUILDING CODE) EQUIP EQUIPMENT IBBDOOR NUMBER- REFER TO NOTIFY ARCHITECT OF ANY DISCREPENCIES IN WRITING PRIOR TO COMMENCEMENT OF THE WORK. ETC ETCETERA DOOR SCHEDULE �I� EW EACH WAY M. PROVIDE BLOCKING, BACKING, FRAMING WITHIN ALL WALLS HAVING WALL-MOUNTED FIXTURES, ACCESSORIES, FURNISHINGS AND B. 2014 OREGON ENERGY CODE V EXP EXPANSION EQUIPMENT. Z EXT EXTERIOR FINISH TAG C. CITY OF TIGARD ZONING CODE ? FINISH MATERIAL N. ALL METAL FLASHING EDGES SHALL BE HEMMED, UNLESS OTHERWISE NOTED D. 2010 ADA ACCESSIBILITY GUIDELINES (IN AREAS OF r.oCr) 0 FD FLOOR DRAIN 0. PROVIDE PHYSICAL BARRIER SEPARATION BETWEEN DISSIMILAR METALS. PHYSICAL BARRIER CAN BE IN FORM OF SHEET GOODS OR ACCOMMODATION ONLY) FDN FOUNDATION FLUID APPLIED MEMBRANES. N FE FIRE EXTINGUISHER E. FAIR HOUSING ACT ACCESSIBILITY GUIDELINES FEC FIRE EXTINGUISHER CABINET w WINDOW TAG P. PROVIDE TEMPORARY COVER AS NECESSARY TO PREVENT WATER INFILTRATION INTO THE BUILDING INTERIOR OR WIND DAMAGE (n --� FIN FINISH 0 -- WINDOW TYPE- REFER TO DURING CONSTRUCTION. F. 2009 ANSI 117.1 (AS REFERENCED IN OSSC CHAPTER 11) Zfl m FF FINISH FLOOR WINDOW SCHEDULE o 0 Q FH FIRE HYDRANT Q. ALL SEPARATING WALLS AND FLOOR-CEILING ASSEMBLIES, INCLUDING PENETRATIONS OR OPENINGS, SHALL PROVIDE AN AIRBORNE G. SEC N 50 UNIF M FEDERAL CESBIIT� TAN RDS C Q 0 FLUOR FLUORESCENT AND IMPACT SOUND INSULATION EQUAL TO SOUND TRANSMISSION CLASS (STC)AND IMPACT INSULATION CLASS (IIC) REQUIRED BYr~ ' Y 1 C FO FACE OF GOVERNING AUTHORITIES; CONTRACTOR SHALL PROVIDE CONSTRUCTION METHOD,ACCESSORIES, DEVICES AND APPURTENANCES AS H. CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND 2 (1 0 FT FOOR OR FEET it CEILING TAG REQUIRED FOR SAME. PROVIDE SEALANT AND/OR FIRE-STOPPING AT ALL OPENINGS MADE IN WALLS, FLOOR SURFACES AND FRAMING COMMUNITY DEVELOPMENT CODE OQ U_ FV FIELD VERIFY + ++ CEILING MATERIAL FOR SUPPLY AND DRAIN LINES; PROVIDE AIR TIGHT CONFIGURATION AROUND ELECTRICAL OUTLETS AND JUNCTION BOXES. � A 0u_ w --. 9_O �� CEILING HEIGHT ABOVE FINISHED FLOOR-ALL BUILDING CODE INFORMATION V I— < GA GAUGE CEILINGS 9'-0" UNLESS OTHERWISE NOTED. R. MAINTAIN SIDING MANUFACTURER'S MINIMUM REQUIRED HORIZONTAL AND VERTICAL CLEARANCES AT ALL STARTING POINTS AND W CO TRANSITIONS. CONSTRUCTION TYPE V-A GALV GALVANIZED Room OCCUPANCY TYPES R-2 W 0 GYP BD GYPSUM BOARD Name ROOM TAG FIRE SPRINKLERS NFPA 13 STORIES 4 CL ,> LL _ S. ALL DETAIL CALLOUTS ARE TYPICAL AND ASSUMED TO BE IN MULTIPLE LOCATIONS THROUGHOUT THE FACILITY. PRIOR TO BID, ALL rico l '4 ROOM NUMBER LOCATIONS AND QUANTITIES SHALL BE REVIEWED, VERIFIED, AND INCLUDED IN THE WORK. BUILDING HEIGHT 50' 112"" V HB HOSE BIBB eL (I) CC HT HEIGHT T. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS FOR ELECTRICAL, rI W 1 = W MECHANICAL, PLUMBING AND CONDUITS, PIPES AND SIMILAR SYSTEMS AND SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF V 12- ID INSIDE DIAMETER DRAWING REVISION GOVERNING CODES AND AUTHORITIES HAVING JURISDICTION. *BUILDING HEIGHT DETERMINED AS THE VERTICAL DISTRANCE FROM 0 ~ Z IN INCH OR INCHES s REVISION NUMBER GRADE PLANE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF Ce CO INSUL INSULATION /__._ __ STRUCTURE. GRADE PLANE DETERMINED BY ESTABLISHING THEIX ❑ AVERAGE OF THE LOWEST POINTS WITHIN THE AREA BETWEEN THE Q JAN JANITOR BUILDING AND THE LOT LINE OR, WHERE THE LOT LINE IS MORE THAN 1;90 a- 6 6 FEET FROM THE BUILDING, BETWEEN THE BUILDING AND A POINT 6 JT JOINT FEET FROM THE BUILDING. 0 LT LIGHT MATERIAL SYMBOLS: ENERGY CODE INFORMATION: o LAV LAVATORY Z r MAM MECHANICALLY ATTACHED MEMBRANE 2 MANE MANUFACTURER CONCRETE ESMBATT INSULATION 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE 2 MAX MAXIMUM "u . a ELEMENT REQUIRED PROPOSED 0 MECH MECHANICAL � 0 i � MH MANHOLE IIIiii ■■ ■■■SOIL �■■�1" BLOW-IN INSULATION I ROOFS- INSULATION ENTIRELY ABOVE DECK R-20ci R-30ci MIN MINIMUM I WALLS, ABOVE GRADE-WOOD FRAMED R-21 R-23 + R-6ci MIR MIRROR (REVERSE IMAGE) ° IWALLS, BELOW GRADE- BELOW GRADE WALL R-7.5ci R-8.0ci �V `av- GRAVEL V FINISH LUMBER ABBREVIATIONS/SYMBOLS MO MASONRY OPENING r o f1w .,--------,-- SLAB ON GRADE FLOORS HEATED SLABS R 15 FOR 24" BELOW R 15 FOR 48" HORIZONTAL AND 24"VERTICAL FLOORS-JOIST/FRAMING (STEEL/WOOD) R-30 R-38 N NORTH -- — L PLYWOOD DOORS- OPAQUE U-0.70 U-0.20 (N) NEW DOORS- 50% OR MORE GLAZING U-0.35 U-0.35 MAX PROJECT NO. NIC NOT IN CONTRACT TEXT SYMBOLS: DOORS- ENTRANCE U-0.80 U-0.80 MAX 7055 NO NUMBER GENERAL AREA/ GYPSUM BOARD WINDOW- FIXED STOREFRONT U-0.45 U-0.44 NTS NOT TO SCALE MATERIAL 1 WINDOW-ALL OTHER U-.046 U-0.29 FENESTRATION- SHGC 0.40 0.3004.29.2019 I FIBER CEMENT X OC ON CENTER & AND x MULYIPLY, BY _ FENESTRATION AIR INFILTRATION o TYPICAL 0.30 MAX 0.30 MAX >< °, co OD OUTSIDE DIAMETER FENESTRATION -AIR INFILTRATION- STOREFRONT 0.06 MAX 0.06 MAX H 2 OPP OPPOSITE , SEALANT FENESTRATION -AIR INFILTRATION-COMMERCIAL ENTRY 1.00 MAX 1.00 MAX ❑ REVISIONS: # @ AT # NUMBER/POUND I M o PREFIN PREFINISHED z E 3 C Permit Rev. #1 05.20.19 PL PROPERTY LINE 4- w PLAM PLASTIC LAMINATE rt CENTER LINE % PERCENT z a 0 PR PAIR LINE SYMBOLS : U] a PT PRESSURE TREATED w W- X DEGREES + PLUS o QT QUARRY TILE cU o . LL Et R RADIUS BREAK LINE ENLARGED DETAIL/ _ RD ROOF DRAIN = EQUALS +1- PLUS OR MINUS OBJECT H Q V REF REFERENCE w a RFR REFRIGERATOR -- CENTER LINE - HIDDEN Q a REQ REQUIRED X' FOOT, FEET R PROPERTY LINE � = REV REVISED - MATCH LINE - - OVERHEAD ? w RM ROOM -- R' ga RO ROUGH OPENING X" INCH(ES) a ii 1- G "I • 03 O a Z oo UNIT INFORMATION: Dc,01° C 4 r • — 1 UNIT BEDS UNIT ACCESSIBILITY # OF TOTAL AREA '� _ _ ,- �� TYPE AREA" UNITS � Np• y ?)�IE C7 it `� li r 1.1 1-BR 520 SF ANSI TYPE 'B' 23 11,960 SF-% p4 U ` TYPE • 1.2 1-BR 520 SF ANSI TYPE 'B' 8 4,160 SF ti 1.3 1-BR 545 SF ANSI TYPE 'B' 3 1,635 SF ' I ' . Q, 0' GON is 1.4 1-BR 631 SF ANSI TYPE 'B' 3 1,893 SF2918t t5 1-BR 519 SF ANSI TYPE'A' 3 1,557 SF 1 NJ ‘443.OF 0 ,,, 0`] 1.6 1 BR 568 SF ANSI TYPE 'B' 4 2,272 SF — I — — 1I .7 1-BR 522 SF ANSI TYPE B 4 88 SF • TYPE PE 5 TYP P y * p i''4 OE, : TYP P, . TOTAL 48 25,565 SF Or" 1111 E CL 55 ill t — :U I— -VriraC4' _ • ■ .. Nam `� .■..■■. . o ■ ___ 'UNIT AREA MEASURED FROM OUTSIDE FACE OF EXTERIOR WALLS, o MIlal■ S 6 () MUM Mil. MUM OUTSIDE FACE OF CORRIDOR, AND TO CENTER OF PARTY WALLS. W i el `lNI = 1111 Iy ` 1 I Ie CO• Is M110 I :I ' N� ;I�® ema mum �: o;is: � ... J p NOTE: c t• FOR THIS DRAWING SET ALL UNITS LABELED"ACCESSIBLE"ARE „, .3a 1t m I DESIGNED TO UFAS ACCESSIBILITY GUIDELINES AND ANSI A117.1-2009 0 • i . G j TYPE A DWELLING UNIT REQUIREMENTS. ALL OTHER UNITS ARE W o ro T • i_ J •� DESIGNED TO ANSI A117.1-2009 TYPE B DWELLING UNIT ti U 011 — IT' I illt REQUIREMENTS. _ ch • . ' I- .,_ 146 . '' - 2 o \\\ =_ I _ V • uai I�a W 0 co s /./ _ —� I ][N] i ars 1 a C II t r 71E 11—71—1 ��_. ,. r"11—17 lr 7 (p ® 1a. 1 BUILDING AREA: , II �� ori III _ TYPE 2 ; a o — BASEMENT AREA: 512 SF* I " iI-- -- FLOOR 1 AREA: 9,049 SF*I 1 ■3 .T • I AIL : FLOOR 2 AREA: 9,049 SF* Z s:.■ .� I . FLOOR 3 AREA: 9,049 SF* a v N 11111# III FLOOR 4 AREA: 9,049 SF* > NNI HI-el TOTAE: 36,708 SF LV c\ITYPE 1 a �TYPE 5 0 co II :M I' 1� *BUILDING AREA DETERMINED PER OSSC. AREA INCLUDES THAT < M " ■■ WITHIN SURROUNDING EXTERIOR WALLS EXCLUSIVE OF VENT SHAFTS. a o AREAS OF THE BUILDING NOT PROVIDED WITH SURROUNDING WALLS, U co o coin �• N i I -•—_ ' * im BUT ARE WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR II [af] ! II I I le.] FLOOR ABOVE HAVE BEEN INCLUDED. I. .- I - • 0 E2II PE2 : z °� ... " m-i1IIIIi11 III TYPE MUM 1,1 TIP 111 11 1 . f1�IL1I1 _ . fIsNL11 CE)N O ti w V) J Z1CD LEVEL 1 LEVEL 2 o O oQ 1 SCALE: 1/16" = 1'-0" `\ ) SCALE: 1116" = 1'-0" O 2 Q LL V C0 u I— j 11 u�iii * f= 1l t; s tt; w >= �` TY ' .I \\ TYPE II c.) cc w A V w EL 1I � �t go ._ _ o z v I WM — 7 — DD 1 ■moici I• - TYPE 1, =_ - TYPE 1 : TYPE 1 • !. TYPE 1 �� . TYPE 1 TYPE 1 a $$ ---.■ l , 2 W (/) IQ_ TYPE 1 -= ~- - 04 PI - =_ TYP �r■ - C! �1•I�I '� EWE - I�-- l1 - L a \ I \1 l 1. Z .11s o --nomf----- 7-g �S 1 I i 7 i __ _ Ali - rain 2� �imp �a a 't. 4. • mss- r! 1.1 .-... O TYP 1 : TYPE 6 TYPE - TYP - TYPE 6 U TI IDJ 11, lo o ' •- . COLOR LEGEND: BUILDING INFORMATION s 1< 7 ; ar e 11 r—r�r7r� III IIF — _ I.■ It i TYPE 2 II TYP -j: II UNIT PROJECT NO. P •� _3 , TYP _ 17055 II y I , COMMON AREA X o 04.29.2019 IImilitiAII ■ 1� SERVICE AREA H 2 a � I •I - ` 0, r REVISIONS:/#\ • GCS uu I HORIZONTAL CIRCULATION z Ili'' ii. I I I. ICL LLI E I To II o E ■ I ><�>! ,,as VERTICAL CIRCULATION i a • I I Com] ; ■ i _ I w � I' J O I III ■II Q z gI u) o e I I TYp II ii , ILU ri I� = U 11.1 41111111 I:� TYP 111111#1 !11111!1 Q Ui,l1f1�1 ;mIQw rYr SN , I' Ili QQ Cr) _ 0 0 Z w U � LEVEL 3flLEVEL4 ° ____3) SCALE: 1/16" = 1'-0" SCALE: 1116" = 1'-0" of Z ° N LL ILI oC sz U P p Ill UTILITIES SOWN ARE BASED ON UNDERGROUND UTILITY LOCATE w = 1 MARKINGS AS PROVIDED BY OTHERS, PROVIDED PER UTILITY °C � LOCATE TICKET NUMBER 18226270. THE SURVEYOR MAKES NO J a GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE Z-<11) ONLY UTILITIES IN THE AREA. CONTRACTORS ARE RESPONSIBLE Q a FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING Iiig z uvi ci CONSTRUCTION. ' � 0 t� 2. FIELD WORK WAS CONDUCTED AUGUST 29 - SEPTEMBER 5, 2018. SCALE: 1"= 20 FEET " W . L.:.11.7, c� 3. VERTICAL DATUM: ELEVATIONS ARE BASED ON WASHINGTON COUNTY IIII1o = 2 GEODETIC CONTROL POINT NO. GC 22-028, BEING A 2-1/2 INCHz o 3 EX SAN MH 20 0 s 12 16 20 �s N BRASS DISK AT THE INirt . ilON OF SW 72ND AVENUE AND RIM: 272.74 < a HIGHWAY 99W - ON THE EAST SIDE OF THE ENTRANCE TO FRED EX SAN MH IE IN: 267.22 (8"N) a w o E E ELEVATION = 275.00 (NCVD29) RIM: 291.28 IE IN: 268.18 (8"E) z 12 o w ,;- MEYER. IE IN: 286.16 (8"NW) IE OUT: 267.00 (10"SW) z ' - cg g' z N 4. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY. EX SAN MH �, n a t c� 0 RIM: 294.08 IE IN: 286.24 (8"N) Q z 0 C " 126: 6: 6 W IL. 5. SURVEY IS ONLY VALID W1TH SURVEYOR'S STAMP AND SIGNATURE. IE IN: 286.39 (8"W) IF OUT: 285.06 (8 S) TAX LOT 100 IE IN: 286.46 (8"N) 6. CONTOUR INTERVAL IS 1 FOOT. IE OUT: 286.28 (8"S) TAXMAP 15 1 36DA Z o L-T,'- 7. TREES WITH DIAMETER OF 6 AND GREATER ARE SHOWN1013. TREE 10299 DIAMETERS WERE MEASURED UTILIZING A DIAMETER TAPE AT '1 \ \ 1F04 c \ \ \ BREAST HEIGHT. TREE INFORMATION IS SUBJECT TO CHANGE UPON " pV AH-\ sA� 103 5 8" CNC W ARBORIST INSPECTION. . I �s""-+ t- 4 \ - �N T sA,, s CO CC 8. WETLAND BOUNDARIES SHOWN WERE DELINEATED BY AKS EX SAN MH J �I 1 OT � _ ., `'1=' ''31'ti 156.bfr1 \ \ \ \, \� \ 1036A\ Z 0 ENGINEERING do FORESTRY, LLC. ON AUGUST 30TH, 2018 ANDIRIM: 294.06 10266 �} r 306 \ lu��r 1 1 \ \ o WERE PROFESSIONALLY SURVEYED BY AKS ON SEPTEMBER 5TH, IE OUT: 287.18 (8"W)87.44 8"S + � 1 269 \ 1030 t 0365 \ \ , 10316 \ 0 10262 2018. ( ) f �, \ 1 , � � \ 11 ‘'"\ 10261 j / ' \ EE CE I \ 1 r 1 1` -- S AMC TERLINE 1 10366 �'` 1 , 2 10260 , r ` \ �:. 9 PLOT 2 DIRE ON% FLOW } \ } \ \ 15.00 SEWER EASEMENT PER BOOK 720, PAGE 532 0 asi j t / / J , y \� k ` 10351 \10259 � �,�� I I \ \ � � � `�-� � \�� \ � 4 \ RETAINING WAIS j 1 ! I \ `Ir �� \ \ 1 1E1370 \ "�� CC 10258 j ` ( / ) \ ttGETiD 1 \ } �\ \\ ,, �. \ 0\ \ 10251 i; I 1 \ C ` D 0� 1 \ \ \\ \ \\ � / 10250 / / / \ \BOUtRY \ 1o3fi L- \ \� \\''' ��.,' \ \ CI 10249 I / / / AREA= 64 SfARfr ' �L \� ,o TAX LOT 2600 W ILI 10248 I .� ! ) 1„, -j/ \ \ \ \ � � \ \\ -� //0 .\7\ TAX \ ` \ TAX MAP 1S 1 36DA 10247 ! 1 / \ \ ` ,N\ ---_,N,� 10 52 W 10244 j ` J� ! PLOT 4 10' 9 \ ` 10465 �� \ \ CC 10243 �� 1 I I ` 1 �`kV \ \ \ 0466 1\~\\� \ Lim 10242 a IPA` ' �; / /` 1 478 , O \0382 10413C) Pi. 10238 ;'� 1I� / ` � \ 1 l ` \ WETLAND A \ �\\ \ 1 `\ 0 ` 1038,1.0 1083 10b83 `S, 10410 0468 , \ BOUNDARY ` 137 \ \ \S --- v -� a 10237 1 l A~ / II \ / _ / \ \ \ 103. . 1 '�.� 'tea-�- 1 4 10236 j �7NNi ` ✓ r \ 1 \ \ ARf�,4=116 SQUARE FEET \ ��\ �113:5 0 25 EX 42" CMP 15.00' WIDE PUBLIC STORM DRAINAGE V Q 10235 �► i \ `� I \ \ \ 1 N. �� \��`\ ~ �� CULVERT EASEMENT PER PARTITION PLAT 2000 25 \ \~ \ IE: 260.56 (THE PUBLIC STORM DRAINAGE EASEMENT, N 10234 j 11 ! \ ` `, 4 \ \ \ \ ��\\�\� y ✓ \' CREATED PER PLAT 2000-25, IS IN I r-� \�� - - END DAMAGED 10233 ` \ I �� PROXIMITY TO THE STORM DRAINAGE 10202 I j� \10476 1 \ ' \ \ %, \ CO �� \\ PLOT 1 \ EASEMENT PER DOCUMENT NO. 90-45866, 10 001 ; t,t. \ I a / 1 / RED ROC \CREEK \ \` �y\� THE EKACT LOCATION OF WHICH IS 3 / 1 OHWM `�� <96's �• �j INDETERMINATE.) 10199 j I I� \i I -� � \ \ � � \� '�'\ \ \ � � �� \ � � 10441 10195 � ;► ,, \ / iI l TAX LOT 2500 y \ / A �\ ' �* -/7 Z 10194 s. i ( I c , \ I \ ! \ ` TAX MAP 1S 1 36DA \ 10.00 PER NENT t\ )1043 7 „Ai 0 10193 j I „ O--i,„ 1 \ fI I 1048 A A=38552 SQUARE FEET i \ \ ` SLOPE EA MENT AS/ 1 I 1 / �p X STM C 10192 �I _ ;\ 1 I \ j DOC N0. 86002742 l /"�/� E B j n 1 �� 1 104 5 �'� I h) i �1 _ '� \ RIM: 270.59 10191 �• �) ya c� , \ O 1 1 o x >/ ti \ ___ ___)°"3;A:94 N IE OUT: 270.59 (12") :r■r. 10188 j A ` ` 16 ROA6tWAY ASEMENT / • \ \ ` ! I / �� -- 14 ' 10 40 SUMP: 270,59 EX STM MH 10187 f j - � ;=R OK 48, AGE 469 ' 10474 \ ` \ 1 �/ 1 j1111'; �` j \ / / CI RIM: 271.08 " 10186 I - ,1 \ ]0489 . 10490 �� \ � / - - / / 1 z` 10437 0442 IE IN: 262.64 (15"E) 10185 I I \ -- ! IE IN: 261.44 (12"W) 0 JZ 7 �a IE IN: 260.85 15"N / , f ; �O � L 10 ! ?ERGROURCLDISTRIBU LiN A NT-RI=C ED / \\ -- �"` -\ \ \ 10184 II ,� - -� OC N0. X046458 \ 1043\ 1 ( ) I I / `4 \ �� ,....__-___:-____:---j---_-----_,:_ - '` -� I \� ��--- l 10 � -- - -fE OUT: 26A:z55 (15"S -- - 0 jI \ J i 's ` r '? 2:1.000 _ co IRIVEWA DROP / , i �; _ = r- - Twp-� z �- �- -_ (F 1. .P ;PA ,35, (.15 TAX LOT 6502 I , \ •1? . WAT^ l I - - _ �, II / �� .�� wAr 1 ---F - wAr 1_ ...._ w r- -I-- r w 8" I t ( / \1- ,Q / \ Z TAX MAP 15 1 36AD j r_ ,,\ `ETP s/� ,1." w + war- ` ` - kx_ - r- - war, - T----- - 8"' %' E ' -� f - I I I S �, - - - IIIM - . Io I I 6$T� PAR WAY \\ wAr- - wAs- - --war EX STM MH - wAr- - EX SAN MH u ,� *1'1 1 I 1 EX STM MH f z ` iit' \ R�M: 2 0.86 ` RIM: 270.61 RIM: 297.47 - _ 1:- _ _ - RIt�: 2$2.00 j / \ �' I ' - _ � _ X SAN MH / IE OUT: 270.8 12"} 1E IN: 257.71 (15"N) IE IN: 293.00 (8"N) i�� - 282. 4 IE N: 277.3 12 NW f j �" �`Y ) jRIM: 273.63- - \ -- - " �1 _ IE IN; 255,63 (34 NE) X IE OUT: 292.55 (8E) / yc ` IE C`UT: (12"S ) IE N: 276.83 (15"N) I I �� 7A0 CON - - - - - _ _ENT: 255.29 (42"SW1 } ' SU 278. IE )UT: 27 68 (15 S j IE IN: 2 .93 {10"S) / - ' - �w- - 5,,,- - + ,s� ; N y W \ ! \ - 12" CON4 + j IE IN: 258. (10 NE) \ `sA"--- - sAH- - EX STM MH _sly ---� fl =�- �S - GAS- E - AS IE OUT: 22 1 - sAN 1- r $ - - N ( i / ..RIM: 296,72 Y C I� Gr rr _ --� 1 t-\-- srm-` - i►�r.: .� _mu- 1" CONC IE IN: 289.42 (12 N) G � r, / _IE IN: 2$7.83 (12"NE) p \ j 5 1 i_- \ -' ' �� 9443-"V - - nv� \ \ r+( `-\ I - -GAs- + - - G►s _ L cis -AAs- DESIGNED BY: IE IN: 289.01 (12"W) A /S _ -\-w ` ` 1 L v a a DRAWN BY: CH IE OUT: 287.53 (15 SW) \ 1 r \ /:f4 w ----- kr-74 _ �� - ° , 9 ° ° q CHECKED BY: NSW EX STM MH ` 1 \ ________\----. 1 � 1 \•••00.,40.0.--------: _p \ \ \ ;4 .77-___ . w.!- �' �-- - -- RIM: 292.66 1 \ \i I ' \ �` , }` 1 " ` ---� ; --270'x- --� ; N SCALE. AS NOTED IE IN: 285.46 (12 NW) 1 �` \ DATE:9/13/2018 �/ P- TAX LOT 2400 , , p._ IE IN: 286.36 (12"NE) \ 1 1 , /p �F TAX MAP 15 1 36DA if y\ �� ' ,`� REGISTERED \ { i PROFESSIONAL IE OUT: 285.16 (12"S) , __ _r- _ r \ \ ..- ------ / b I r --4`-- i� 1 'Q LAND SURVEYOR - II/ / /� f _r - PRELIMINARY \/>1- ' ir / I �- T -- JANUARY 9, 2007 � HICK WHITE } j U 706521.5 "I 1 ` k - 1 ;THEWS: 6/30/20 REVISIONS ) / r JOB NUMBER 7021 FOR REFERENCE ONLY C1 • 05 Project Red Rock Creek Commons CHAPTER 3-USE AND OCCUPANCY CLASSIFICATION 509.4.2 Protection.Where Table 509 permits an automatic 704.4 Protection of secondary members.Secondary members that Exterior Walls(Sec 707.4) Where exterior walls serve as part of a required fire-resistance- C lek Occupancy Groups sprinkler system without a fire barrier,the Incidental uses shall be are required to have a fire-resistance rating shall be protected by rated shaft or stairway or ramp enclosure, or separation,such �� 11 R-2-Residential (Apartment houses) separated from the remainder of the buildingbyconstruction individual encasementprotection,bythe membrane or ceilingof a �' r1 (Sec 302.1) P walls shall comply with the requirements of Section 705 for s ACCESSORY: capable of resisting the passage of smoke.The walls shall extend horizontal assembly in accordance with Section 711,or by a exterior walls and the fire-resistance-rated enclosure or separationA , r n A-Assembly,Classified as B Occupancy from the top of the foundation or floor assembly below to the combination of both. requirements shall not apply. , 1.4 (Community Room<750 SF-Section 303.1.2.2) underside of the ceiling that is a component of a fire-resistance- 704.1.1 Light-frame construction.Ing studs and boundary elements Exception:Exterior walls required to be fire-resistance rated in rated floor assembly or roof assembly above or to the underside of that are integral elements in load-bearing walls of light-frame accordance with Section 1022.7 for interior exit stairways. • B-Business(Offices) the floor or roof sheathing,deck or slab above. Doors shall be self- construction shall be permitted to have required fire-resistance ratings PO , O. GON S-1 -Storage(Trash,maintenance) or automatic-closing upon detection of smoke in accordance with provided by the membrane protection provided for the load-bearing wall. Continuity(Sec 707.5) Fire barriers shall extend from the top of the foundation or Section 716.5.9.3.Doors shall not have air transfer openings and 704.5 Truss protection.The required thickness and construction of fire- floor/ceiling assembly below to the underside of the floor or roof 2918rw S-2-Store(Bicycle parking) shall not be undercut in excess of the clearance permitted in resistance-rated assemblies enclosing trusses shalt be based on the sheathing,slab or deck above and shall be securely attached 0 = - accordance with NFPA 80.Walls surrounding the incidental use results of full-scale tests or combinations of tests on truss components thereto.Such fire barriers shall be continuous through concealed CHAPTER 4-SPECIAL REQUIREMENTS FOR USE AND OCCUPANCY shall not have air transfer openings unless provided with smoke or on approved calculations based on such tests that satisfactorily space.Joints and voids at intersections shall comply with Sections dampers in accordance with Section 710.7. demonstrate that the assembly has the required fire resistance. 707.8 and 707.9. 704.6 Attachments to structural members.The edges of lugs, ° Section 420 420.2 Separation walls.Wall separating dwelling units in the same building and Table 509 Incidental Uses. 707.5.1 Supporting construction.The supporting construction C) brackets, rivets and bolt heads attached to structural members shall be (GroupR-2) walls separating dwelling units from other occupancies contiguous to them in Laundryrooms over 100 SF for a fire barrier shall be protected to afford the required fire • - the same building shall be constructed as fire partitions in accordance with permitted to extend to within 1 inch of the surface of the fire protection. f . E 1 hour ORprovide automatics sprinkler stem 704.9 Impact protection.Where the fire protective covering of a resistance rating fireof the fire barrier supported.Hollow vertical o Section 708. p y spaces within a barrier shall be fireblocked in accordance with structural member is subject to impact damage from moving vehicles, W 420.3 Horizontal separation.Floor assemblies separating dwellingunits in the same Waste collection rooms over 100 SF Sections 718.2 at every floor level. P P 9 the handling of merchandise or other activity,the fire protective covering buildings and floor assemblies separating dwelling units from other 1 hour OR provide automatic sprinkler system shall be protected by corner guards or by a substantial jacket of metal or Exception 2:Shaft enclosures shall be permitted to terminate at a Ce t occupancies contiguous to them in the same buildingshall be constructed as top enclosure complying with Section 713.12. P other noncombustible material to a height adequate to provide full Exception 4: Interior exit stairwayenclosures required bySection = c horizontal assemblies in accordance with Section 711. protection,but not less than 5 feet from the finished floor. q I- ° 420.5 Automatic sprinkler system.Group R occupancies shall be equipped CHAPTER 6-TYPES OF CONSTRUCTION 704.10 Exterior structural members. Load-bearing structural members 1022.2 shall be permitted to terminate at a top enclosure V � throughout with an automatic sprinkler system in accordance with Sectionbuilding complying with Section 713.12. located within the exterior walls or on the outside of a or Fire-Resistance Rating Requirements(Tables 601 &602, see also 704 for fire-resistance rating of structuralW o m 903.2.8.Quick-response or residential automatic sprinklers shall be installed in structure shall be provided with the highest fire-resistance rating as Openings(Sec 707.6) Openings in a fire barrier shall be protected in accordance with I. , N members) t` accordance with Section 903.3.2. determined in accordance with the following: Section 716.Openings shall be limited to a maximum aggregate Construction Type V-A(structural elements, exterior walls and interior walls are of 1. As required by Table 601 for the type of building element based width of 25 percent of the length of the wall,and the maximum c 3 420.6 Smoke detection and fire alarm systems.Fire alarm systems and smoke any materials permitted by this code) on theof construction of the building; _ o alarms shall be provided in Group R-2 occupancies in accordance with Section type 9 area of any single opening shall not exceed 156 square feet. a, 2. As required by table 601 for exterior bearing walls based on the Openings in enclosures for interior exit stairways shall also comply V w 3 907.2.9.Single-or multiple-station smoke alarms shall be in accordance with of construction;and y P Y Section 907.2.11. Primary Structural Frame- 1-HR* type with Section 1023.5. Et o including columns,girders and joists 3. As required by Table 602 for exterior walls based on the fire Exception 1:Openings shall not be limited to 156 square feet Q separated distance. where adjoining floor areas are equipped throughout with an o CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS BASED ON CONSTRUCTION TYPE Bearing Walls-Exterior 1-HR*(Not less than the fire-resistance rating as referenced in 704.11 Bottom flange protection. Fire protection is not required at the automatic sprinkler system in accordance with Section 903.3.1.1. - 704.10) bottom flange of lintels,shelf angles and plates,spanning not more than Exception 2: Openings shall not be limited to 156 square feet or F- o Allowable Building Height 6 feet 4 inches whether part of the primary structural frame or not,and an aggregate width of 25percent of the length of the wall where a Bearing Walls-Interior 1-HR9t Occupancy Groups R-2 from the bottom flange of lintels,shelf angles and plates not part of the the opening protection is a fire door serving enclosures for interior Q o -"-- Construction Construction Types V-A Nonbearing walls and partitions- No Rating(Table 602) structural frame,regardless of span. exit stairways. = N Exterior 704.13 Sprayed fire-resistant materials(SFRM).Sprayed fire-resistant Heightmaterials(SFRM)shall comply with Sections 704.13.1 through 704.13.5. Penetrations(Sec 707.7) Penetrations of fire barriers shall comply with Section 714. a) Allowable Height(Sec.504&Table 503) 3 Stories,50 ft Nonbearing Walls and Partitions-Int. 0(Not less than the fire-resistance rating required by other 707.7.1 Prohibited penetrations: Penetrations into enclosures for Z c sections of this code) 704.13.1 Fire-resistance rating.The application of SFRM shall be interior exit stairways shall be allowed only when permitted by 0 > N Sprinkler Increase(Sec.504) 1 Story,20 ft consistent with the fire-resistance rating and the listing, including,but not Section 1023.6. J- N Floor Construction- 1-HR limited to,minimum thickness and drydensityof the lied SFRM, N (not to exceed 60 PP feet or 4 stories) Including secondary members method of application,substrate surface conditions and the use of Ducts and Air Transfer Openings(Sec Penetrations in a fire barrier by ducts and air transfer openings W Y Total Allowable Height 4 Stories,60 ft Roof Construction- 1-HR(In all occupancies, heavy timber shall be allowed where a bonding adhesives, sealants,reinforcing or other materials. 707.10) shall comply with Section 717. -I Including secondary members 1-hour or less fire-resistance rating is required.) 704.13.2 Manufacturer's installation instructions.The application of 3 N SFRM shall be in accordance with the manufacturer's installation Fire Partitions(Sec 708) Q o Proposed Height 4 Stories,51 ft instructions. ,, 0 *Not less than the fire-resistance rating based on fire separation distance per Table 602 704.13.3.1 Surface condition.Substrates to receive SFRM shall be Separation Rating co 'n Allowable Floor Area(Table 503) free of dirt,oil,grease,release agents,loose scale and any other As=At+ At x Ii (Aix I: conditions that prevents adhesion.The substrates shall also be free of Dwelling/Sleeping units 1 hr ( )+(A ) Per Table 601,in Type V-A construction,an approved automatic sprinkler system in accordance with section primers,paints and encapsulants other than those fire tested and listed 903.3.1.1 shall be allowed to be substituted for 1-hour fire-resistance-rated construction,provided such system is Corridor walls(see also Sec 708.3& 0.5-hr Required, 1-hr provided rr nn not otherwise required by other provisions of the code or used for an allowable area increase in accordance with by a nationally recognized testing agency. Primed, painted or 1018.1) V At(Tabular building area per story) 12,000 sf encapsulated stell shall be allowed,provided that testing has Z Section 506.3 or an allowable height increase in accordance with Section 504.2.The 1-hour substitution for the F(Perimeter fronting public way- 541 ft fire resistance of exterior walls shall not be permitted, demonstrated that required adhesion is maintained. Corridor ceilings 0.5-hr Required, 1-hr provided 20'min.width) 704.13.3.2 Primers,paints and encapsulants.Where the SFRM is to Elevator lobby separation No separation required per 713.14.1,Exception 3 be applied over primers, paints or encapsulants other than those D P(Perimeter of entire building in feet) 541 ft specified in the listing,the material shall be field tested in accordance Fireblockingldraftstopping(Sec 708.4) Where fire partitions are not continuous,fireblocking or rQ O W(Width of public way-Sec.506.2.1) 30 CHAPTERS 6&7:-EXTERIOR WALLS AND OPENINGS with ASTM E 736.Where testing of the SFRM with primers,paints or draftstopping is required at their termination to the sheathing,deck area increase due to frontage- 75 encapsulants demonstrates that required adhesion is maintained, SFRM or slab above in accordance with Sections 718.2 and 718.3 at the N II(% Sec. increase shall be permitted to be applied to primed, painted or encapsulated wide partition line. ti Lu Fire-Resistance Rating Requirements flange steel shapes in accordance with the following conditions: Exception 1:The wall need not be extended into the crawl space Cl) J If=(F/P-0.25]W/30 1.The beam flange width does not exceed 12 inches(305mm);or below where the floor above the crawl space has a minimum 1- Z Et CO Wall Location* Wall Area and Openings Max.Area of Ext.Wall Opening 2.The column flange width does not exceed 16 inchs(400 mm);or IS(%area increase due to sprinklers*-Sec.506.3) 2 (Table 602) (Table 705.8) 9 hour fire-resistance rating. Q 3.The beam or column web depth does not exceeed 16 inches(400 Exception 3:Where the corridor ceiling is constructed as required Q () Q Wall location Distance to Req'd Wall Proposed %area Degree of Allowable mm). for the corridor walls,the walls shall be permitted to terminate at A.(Allowable areaper floor-Sec 506.1) 21,240 sf % 4.The average and minimum bond strength valus shall be property line fire area opening of Opening area of9 the upper membrane of such ceiling assembly. C 0 E A.=At+ (Aix If)+ At x I, (ft) ratingarea openings Protections openings determined based on a minimum of five bond tests conducted in Exception 6: Fireblockin or draftstopping Is not required at the G ( ) P 9 PP 9 q O 0 - accordance with ASTM E 736.Bond tests conducted in accordance partition line in buildings equipped with an automatic sprinkler Q - with ASTM E 736 shall indicate a minimum average bond strength system installed throughout in accordance with Section 903.3.1.1 (r1 N-A X>30 0-HR N/A N/A N/A UP, S Not Req'd C� C� I- - of 80 percent and a minimum individual bond strength of 50 percent, or 903.3.1.2,provided that automaticsprinklers are Installed in W _ Proposed Area per Floor(Basement) 512 sf when compared to the bond strength of the SFRM as applied to Proposed Areaper Floor(Levels 14) 9,049 sf N-B X>30 0-HR N/A N/A N/A UP,S Not Req'd P9 PP combustible floor/ceiling and roof/ceiling spaces. p clean uncoated 1/8-inch thick(3 mm)steel plate. (f) -._ E-A X>30 0-HR N/A N/A N/A UP,S Not Req'd 704.13.4 Temperature.A minimum ambient and substrate temperature Exterior Walls(Sec 708.5) Where exterior walls serve as a part of a required fire-resistance- fti Allowable Building Area of 40°F(4.44'C)shall be maintained during and for a minimum of 24 rated separated, such walls shall comply with the requirements of § CiI- E-B 10<X<30 1-HR N/A N/A N/A UP,S No Limit hours after the application of the SFRM, unless the manufacturer's Section 705 for exterior walls and the fire-resistance-rated c Single Occupancy Total Allowable Building Area 84,960 sf A.x allowed stories above grade plane E-C X>30 0-HR N/A N/A N/A UP,S Not Req'd installation instructions allow otherwise. separation requirements shall not apply. V 704.13.5 Finished condition.The finished condition of SFRM applied to Exception: Exterior walls required to be fire-resistance rated in CC (Sec 506.4.1,exception 2) E-D X>30 0-HR N/A N/A N/A UP,S Not Req'd structural members or assemblies shall not,upon complete drying or accordance with Section 1022.7 for interior exit stairways. mi. W E-E X>30 0-HR N/A N/A N/A UP,S Not Req'd curing,exhibit cracks,voids,spalls,delamination or any exposure of the Openings(Sec 708.6) Openings in a fire partition shall be protected in accordance with 0 = W Proposed Building Area substrate. Surface Irregularities of SFRM shall be deemed acceptable. Section 716. - f- Z S-A X>30 0-HR N/A N/A N/A UP,S Not Req'd 000 shall comply with Section 714. Cfl H Total(Levels 14) 36,708 sf Exterior Walls(Sec 705) Penetrations(Sec 708.7) Penetrations of fire partitions S-B X>30 0-HR N/A N/A N/A UP,S Not Req'd S-C X>30 0-HR N/A N/A N/A UPS Not Req'd Projections(Sec 705.2& Table 705.2) Ducts and Air Transfer Openings(Sec Penetrations In a fire partition by ducts and air transfer openings Q Q Accessory Use Areas/Separations(Sec. 508.2) 508.2.1 Area limitations.Aggregate accessory occupancies shall708.9) shall comply with Section 717. occupyno more the 10%of the buildingarea of the storyin which 707.2.2-Projections shall be of any approved material. W (n Q- S-D X>30 0-HR N/A N/A N/A UP, S Not Req'd they are located and shall not exceed the tabular values in Table 503,without building area increases in accordance with Section 506 W-A X>30 0-HR N/A N/A N/A UP,S Not Req'd Projection FSD Min distance Allowed Proposed Projection for such accessory occupancies. from line used projection projection length construction type Smoke Barriers(Sec 709) Smoke barriers are required to be 1-hour fire resistance rated. 0 W-B X>30 0-HR N/A N/A N/A UP,S Not Req'd to determine length 508.2.2 Occupancy classification.Accessory occupancies shall FSDZ Openings shall be protected per Section 716. � be individually classified in accordance with Section 302.1.The r' C requirements of this code shall apply to each portion of the building Main 30 feet or 20' 18'-11" 3'-3" V e based on the occupancy classification of that space. 'Load-bearing exterior walls shall also comply with the fire-resistance rating requirements of Table 601.The fire- Canopy greater C 508.2.3 Allowable building area and height.The allowable resistance rating of an exterior wall is determined based upon the fire separating distance of the exterior wall and Horizontal Assemblies(Sec 711) e buildingarea and height of the buildingshall t. based on the the story in which the wall is located.Where Table 705.8 permits nonbearing exterior walls with unlimited area of Fire-resistance rating(Sec 711.3) Where the floor assembly separate mixed occupancies,the O 9 unprotected openings,the required fire-resistance rating for the exterior walls is 0 hours. Structural Stability(Section 705.6) The wall shall extend to the height required by Section 705.11 and assembly shall have a fire-resistance rating of not less than that V allowable building area and height for the main occupancy in shall have sufficient structural stability such that it will remain in required by Section 508.4. Horizontal assemblies between accordance with Section 503.1. place for the duration of time indicated by the required fire- dwelling units shall be 1-hr fire resistance rated. 508.2.4 Separation of Occupancies.No separation is required resistance rating. 711.3.2 Access doors.Access doors shall be permitted in between accessory occupancies and the main occupancy. CHAPTER 7-FIRE-RESISTANCE RATED CONSTRUCTION ceilings of fire-resistance-rated floor/ceiling and roof/ceiling CODE REVIEW SUMMARY Exception 2:R-2 dwelling units shall be separated from each other Vertical Separation of Openings(Sec No vertical separation is required per Exception 2:This section assemblies provided such doors are tested in accordance with and from adjacent occupancies per Section 420. Fire-Resistance Rating of The fire-resistance ratings shall not be less than the ratings required for 705,8.5) shall not apply to buildings equipped throughout with an automatic ASTM E 119 or UL 263 as horizontal assemblies and label by an Non-separated Occupancies(Sec.508.3) 508.3.3 Separation.Exception 2: R-2 dwelling units shall be Structural Members(Section 704) the fire-resistance-rated assemblies supported by the structural sprinkler system in accordance with Section 903.3.1.1 or approved agency for such purpose. In 1-hour fire-resistance-rated floorace 3 Unusable s 3 711. . space.separated from other dwelling units and from adjacent occupancies members. 903.3.1.2. PROJECT NO. per Sect 420 Exception: Fire barriers,fire partitions,smoke barriers and horizontal assemblies,the ceiling membrane is not required to be installed assemblies asprovided in Sections 707.5, 708.4, 709.4 and 7?1.4, over unusable crawlspaces. In 1-hour fire-resistance-rated roof 17055 Required Separation of Occupancies(Table S-2(Storage)-1 hour(See Section 406.3.4) Parapets(Sec 705.11) Parapets shall be provided on exterior walls of buildings. assemblies,the floor membrane is not required to be installed 508.4) S-1 (Storage)-1 hour respectively. where unusable attic space occurs above. 704.2 Column protection.Where columns are required to have Exceptions:A parapet need not be provided on an exterior wall r` B(Business)-1 hour protection to be fire resistance rated,the entire column shall be provided where any of the following conditions exist: Penetrations(Sec 711.5) Penetrations of horizontal assemblies,whether concealed or x Q 04.29.2019 Incidental Use Areas/Separations(Sec.509) 509.2 Occupancy classification. Incidental uses shall not be individual encasement protection by protecting it on all sides for the full 6. Where the wail is permitted to have at least 25 percent of unconcealed,shall comply with Section 714. r"' co individually classified in accordance with Section 302.1. Incidental column length,including connections to other structural members,with the exterior wall areas containing unprotected openings 1- m tt uses shall be included in the buildingoccupancies within which theymaterials havingthe required fire-resistance rating.Where the column based on fire separation distance as determined in Ducts and air transfer openings(Sec Penetrations in horizontal assemblies by ducts and air transfer Q ii P qaccordance with Section 705.8. 711.7) openings shall comply with Section 717. w REVISIONS:/#\ are located. extends through a ceiling,the encasement protection shall be Lu 509.3 Area limitations. Incidental uses shall not occupy more than continuous from the top of the foundation or floor/ceiling assembly below 705.11.1 Parapet construction. Parapets shall have the same Smoke Barrier(711.9) Where horizontal assemblies are required to be smoke barriers, Z through the ceiling space to the top of the column. penetrations and in such horizontal assemblies shall be 10 percent of the building area of the story in which they are fire-resistance rating as that required for the supporting wall,and jointsa w 704.3 Protection of the primary structural frame other than protected in accordance with Sections 714.5 and 715.6. z located. on any side adjacent to a roof surface,shall have noncombustible columns.Members of the primary structural frame other than columns Regardless of the number of stories connected by elevator shaft 509.4 Separation andprotection.The incidental uses listed in faces for the uppermost 18 inches,including counterflashing and x A that are required to have protection to achieve a fire-resistance rating enclosures,doors located in elevator shaft enclosures that W coping materials.The height of the parapet shall not be less than Table 509 shall be separated from the remainder of the building or and support more than two floors or one floor and roof,or supporta ui 30 inches above the point where the roof surface and the wall penetrate the horizontal assembly shall be protected by enclosed equipped with an automatic sprinkler system,or both,in load-bearing wall or a nonioad-bearing wall more than two stories high, intersect, elevator lobbies complying with Section 7/3.14.1. Openings ¢ $ accordance with the provisions of that table. shall be provided individual encasement protection by protecting them through horizontal assemblies shall be protected by shaft g co 509.4.1 Separation.Where Table 509 specifies a fire-resistance- on all sides for the full length, including connections to other structural enclosures complying with Section 713. JLIJ re rated separation,the incidental uses shall be separated from the members,with materials having the required fire-resistance rating. Fire Barriers(Sec 707) ¢ n . remainder of the building by a fire barrier constructed in accordance Exception: Individual encasement protection on all sides shall be Fire-Resistance Rating(Sec 707.3) 707.3.1 Shaft enclosures shall comply with Section 713.4. z w with Section 7077 or a horizontal assembly constructed in permitted on all exposed sides provided the extent of protection is in Vertical Openings(Section 712) i- 707 .3.2 with SA�tlnn 7i 1. nr tenth accordance with the required fire-resistance rating,as determined in Interior exit stairways shall comply with Section 1022.1. Shaft enclosures(Sec 712.1.1) Vertical openings contained entirely within a shaft enclosure W < Section 703. 707.3.4 Exit passageways shall comply with Section 1023.3. complying with Section 713 shall be permitted. Q a Penetrations(Sec 712.1.4) Penetrations shall be protected in accordance with Section 714. u) Y 707.3.5 Horizontal exits shall comply with Section 1025.1. z o Ducts(Sec 712.1.5) Penetrations by ducts shall be protected in accordance with W 707.3.6 Incidental uses shall have a fire-resistance rating of not .g it Section 717.6. a less than that indicated in Table 509. g 6 Openings otherwise permitted(Sec Vertical openings shall be permitted where allowed by other 0 $ 0 1 712.1.18) sections of this code. ._ o G2 . O1 _ Z B. Shaft Enclosures(Section 713) Opening Protectives(Sec 716) 716.2 Fire-resistance-rated glazing.Fire-resistance-rated CHAPTER 8-INTERIOR FINISHES 908.7.2.2.3 Combination smokelcarbon monoxide D 4 General(713.1) Interior exit stairways shall be protected in accordance with the glazing tested as part of a fire-resistance-rated wall assembly in alarm/detector requirements.Combination alarms shall complydiloG41. requirements of Section 1022. accordance with ASTM E 119 or UL 263 and label in accordance with ANSI/UL 2034 and ANSI/UL 217. Combination detectors shall Minimum Class Fire Rating(Table 803.9) be listed as corn I in with ANSI/UL2075 and ANSIIUL 268. 'F, - with Section 703.6 shall be permitted in fire doors and fire window complying 9 L'"' Construction(Sec 713.2) Shaft enclosures shall be constructed as fire barriers in 908.7.2.3.1 Carbon monoxide alarms.Sin le station carbon . n assemblies where tested and installed in accordance with their Occupancy Type Exit enclosures and exit Corridors Rooms and enclosed g accordance with Section 707 or horizontal assemblies in monoxide alarms shall be batte o erated,or ma receive theiraccordance with Section 711 yr both. listings and shall not otherwise be required to comply with this passage ways spaces ry P Yy 04section. primary power from the building wiring system. Fire-resistance rating(Sec 713.4) Shaft enclosures shall have a fire-resistance rating of not less than 716.5 Fire door assemblies.Approved fire door assemblies shall R-2 C C C908.7.2.3.2 Household carbon monoxide detection systems. •/iitipiNp, • _ 2 hours where connecting four stories or more,Shaft enclosures be constructed of any material or assembly of component *B(Sprinklered) B C C Required power supply sources for household carbon monoxide4p,Q' GUN shall meet the requirements of Section 703.2.1. materials that conforms to the requirements of Section 716.5.1, detection systems shall be in accordance with NFPA 720. �'� O 716.5.2 or 716.5.3 and the fire protection rating indicated in Table *S-1 (Sprinklered) C C C 908.7.2.3.3 Combination smoke/carbon monoxide Continuity(Sec 713.5) Shaft enclosures shall be constructed as fire barriers in 716.5. Fire door frames with transom lights,sidelights or both shall alarms/detectors.Combination smoke/carbon monoxide � � accordance with Section 707 or horizontal assemblies constructed *S-2(Sprinklered) C C C alarms/detectors shall receive their power source in accordance vr-.4, be permitted in accordance with Section 716.5.6.Fire door 00 in accordance with Section 711,or both,and shall have continuity assemblies shall be installed in accordance with the provisions of with Section 907.2.11.4 and NFPA 72.Smoke alarm features of in accordance with Section 707.5 for fire barriers or Section 711.4 this section and NFPA 80. *Accessory use to Occupancy type R-2 combination smoke/carbon monoxide alarms shall be " for horizontal assemblies as applicable. 716.5.2 Other types of assemblies.Fire door assemblies with interconnected. U Exterior walls(Sec 713.6) Where exterior walls serve as a part of a required shaft enclosure, other types of doors, including swinging elevator doors and fire Fire Pumps(Sec 913) 913.2 Protection against interruption of service.Where CHAPTER 9-FIRE PROTECTION SYSTEMS shutter assemblies,bottom and side-hinged chute intake doors, provided,the fire pump,driver,and controller shall be installed and iZ E such walls shall comply with the requirements of Section 705 for in accordance with this section and NFPA 20 a ainst 0 exterior walls and the fire-resistance-rated enclosure requirements and top-hinged chute discharge doors, shall be tested in protected9 0 accordance with NFPA 252 or UL 10B.The pressure in the Pump and Riser Room Size(Sec 901.8) Fire pump and automatic sprinkler system riser rooms shall possible interruption of service through damage caused by w shall not apply. furnace shall be maintained as nearly equal to the atmospheric be designed with adequate space for all equipment necessary explosion,fire,flood, earthquake,rodents,insects,windstorm, .r Exception: Exterior walls required to be fire rated in accordance et CO with Section 1022.7 for interior exit stairwa pressure as possible.Once established,the pressure shall be for the installation,as defined by the manufacturer,with freezing,vandalism and other adverse conditions. ' maintained during the entire test period. sufficient working room around the stationary equipment. 913.2 Protection of fire pump rooms.Fire pumps shall be c Openings(Sec 713.7) Openings in a shaft enclosure shall be protected in accordance 716.5.3 Door assemblies in corridors and smoke barriers. Fire Clearances around equipment elements shall be sufficient to located in rooms that are separated from all other areas of the I- ° with Section 716 as required for fire barriers.Doors shall be self- door assemblies required to have a minimum fire protection rating allow inspection,service,repair,or replacement.Fire pump building by 2-hour fire barriers constructed in accordance with V ar or automatic-closing by smoke detection in accordance with of 20 minutes where located in corridor walls or smoke barrier and automatic sprinkler system riser rooms shall be provided Section 707 or 2-hour horizontal assemblies constructed in W o Section 716.5.9.3. walls having a fire-resistance rating in accordance with Table with a door and unobstructed passageway large enough to accordance with Section 711,or both. H c 716.5 shall be tested in accordance with NFPA 252 or UL 10C allow removal of the largest piece of equipment. Exception 1: In other than high-rise buildings, separation by 1- Penetrations(Sec 713.8) Penetrations in a shaft enclosure shall be protected in accordance without the hose stream test. Automatic Sprinkler Systems(Sec 903) 903.2.8 Group R.An automatic sprinkler system installed in hour fire barriers constructed in accordance with Section 707 or 1- - c 3 with Section 714 as required for fire barriers. Structural elements 716.5.3.1 Smoke and draft control.Fire door assemblies shall accordance with Section 903.3 shall be provided throughout all hour horizontal assemblies constructed in accordance with Section = o3 CD where protected in accordance with Section 714 shall be permitted also meet the requirements for a smoke and draft control door buildings with a Group R fire area. 711,or both,shall be permitted in buildings equipped throughout C") aw to penetrate a shaft enclosure. assembly tested in accordance with UL 1784.The air leakage rate 903.3.1.1 NFPA 13 sprinkler systems.Where the provisions of with an automatic sprinkler system in accordance with Section i e c 713.8.1 Prohibited penetrations.Penetrations other than those of the door assembly shall not exceed 3.0 cubic feet per minute this code require that a building or portion thereof be equipped 903.3.1.1 or 903.3.1.2. Q 3 necessary for the purpose of the shaft shall not be permitted in per square foot(0.01524 m3/s•m2)of door opening at 0.10 inch throughout with an automatic sprinkler system in accordance with Emergency Responder Radio Coverage 915.1 General.When required by the fire code official,emergency co shaft enclosures. (24.9 Pa)of water for both the ambient temperature and elevated this section,sprinklers shall be installed throughout in accordance (Sec 915) responder radio coverage shall be provided in new buildings in Duct and air transfer openings(Sec See Section 717. temperature tests. Louvers shall be prohibited, Installation of with NFPA 13 except as provided in Section 903.3.1.1.1, accordance with Section 510 of the Fire Code. , o 713.10) smoke doors shall be in accordance with NFPA 105. Standpipe Systems(Sec 905) 905.3.1 Height.Class III standpipe systems shall be installed 716.5.3.2 Glazing in door assemblies. In a 20-minute fire door throughout the buildings where the floor level of the highest story Q o o - Enclosure at Bottom(Sec 713.11) Shafts that do not extend to the bottom of the building or structure assembly,the glazing material in the door itself shall have a is located more than 30 feet above the lowest level of fire CHAPTER 10-MEANS OF EGRESS . " shall comply with one of the following: minimum fire-protection-rated glazing of 20 minutes and shall be department vehicle access. a, 1. They shall be enclosed at the lowest level with exempt from the hose stream test.Glazing material in any other Exception 1:Class I standpipes are allowed in buildings equipped D General Means of Egress(Sec 1003) (Chapter 2 definition)Means of egress is a continuous and Z construction of the same fire-resistance rating as the part of the door assembly,including transom lights and sidelights, throughout with an automatic sprinkler system in accordance with „ N lowest floor through which the shaft passes,but not less shall be tested in accordance with NFPA 257 or UL 9,including Section 903.3.1.1 or 903.3.1.2. unobstructed path of vertical and horizontal egress travel from any 0 ,n occupied portion of a building or structure to a public way. A I- m (Nthan the rating required for the shaft enclosure. the hose stream test,in accordance with Section 716.6. 905.4 Location of Class I standpipe hose connections.Class 1 01 2. They shall terminate in a room having a use related to the 716.5.5 Doors in interior exit stairways and ramps and exit standpipe hose connections shall be provided in all of the following means of egress consists of three separate and distinct parts the w 0 of the shaft.The room shall be separated from exit access,the exit and the exit discharge. 0 v. purpose p passageways.The maximum transmitted temperature rise is not locations: J .- � the remainder of the building by fire barriers constructed in required in buildings equipped throughout with an automatic 1. In every required stairway,a hose connection shall be Ceiling Height(Sec 1003.2) The means of egress shall have a ceiling height of not less than r 3 " accordance with Section 707 or horizontal assemblies sprinkler system Installed In accordance with Section 903.3.1.1 or provided for each floor level above grade. Hose T-6". Q N constructed in accordance with Section 711,or both.The 903.3.1.2. connections shall be located at an intermediate floor level Exception 9: Hallways and corridors shall be permitted to be not co M o fire-resistance rating and opening protectives shall be at 716.5.8 Glazing material. Fire-protection-rated glazing landing between floors, unless otherwise approved by the less than 7'-0"in height. C, co least equal to the protection required for the shaft conforming to the opening protection requirements in Section fire code official. Protruding Objects(Sec 1003.3) 1003.3.1 Headroom.May be 6'-8"as long as area of protruding enclosure. 716.5 shall be permitted in fire door assemblies. 2. On each side of the wall adjacent to the exit opening of a 716.6 Fire-protection-rated glazing.Glazing in fire window horizontal exit. object does not exceed 50%of the area of egress element. Enclosure at Top(Sec 713.12) A shaft enclosure that does not extend to the underside of the roof assemblies shall be fire protection rated in accordance with this Exception:Where floor areas adjacent to a horizontal exit Exception: Door closers and stops shall not reduce the headroom UI sheathing,deck or slab of the building shall be enclosed at the top to less than 6'-6". z section and Table 716.6.Glazing in fire door assemblies shall are reachable from exit stairway hose connections by a 30-foot with construction of the same fire-resistance rating as the topmost A barrier shall be provided where the vertical clearance is less comply with Section 716.5.8. Fire-protection-rated glazing in fire hose stream from a nozzle attached to 100 feet of hose,a floor penetrated by the shaft, but not less than the fire-resistance window assemblies shall be tested in accordance with and shall hose connection shall not be required at the horizontal exit. than 6'-8"high.The leading edge of such a barrier shall be located (n rating required for the shaft enclosure. 27"maximum above the floor. meet the acceptance criteria of NFPA 257 or UL 9.Fire-protection- 3. In every exit passageway at the entrance from the exit D Elevator, Dumbwaiter and Other 713.14.1 Elevator lobby.An enclosed elevator lobby shall be rated glazing shall also comply with NFPA 80. Openings in passageway to other areas of a building. 1003.3.3 Horizontal projections.Structural elements,fixtures or (n O Hoistways(Sec 713.14 and Chapter 30) provided at each floor where an elevator shaft enclosure connects nonfire-resistance-rated exterior wall assemblies that require Exception: Where floor areas adjacent to an exit furnishings shall not project horizontally from either side more than (N more than three stories. protection in accordance with Section 705.3, 705.8, 705.8.5 or passageway are reachable from exit stairway hose 4 inches over any walking surface between the heights of 27 (V I Exception 1: Enclosed elevator lobbies are not required at the 705.8.6 shall have a fire protection rating of not less than'/.hour. connections by a 30-foot hose stream from a nozzle attached inches and 80 inches above the walking surface. N W level of exit discharge, provided the level of exit discharge is Fire-protection-rated glazing in 0.5-hour fire-resistance-rated to 100 feet of hose,a hose connection shall not be required at Exception: Handrails are permitted to protrude 4 W from the wall. equipped with an automatic sprinkler system in accordance with partitions is permitted to have a 0.33-hour fire protection rating, the entrance from the exit passageway to other areas of the a) ...I Section 903.3.1.1. building. 1003.3.4 Clear width. Protruding objects shall not reduce the Z w m Exception 3: Enclosedminimum clear width of accessible routes. elevator lobbies are not required where 4. N/A O O Q additional doors areprovided at the hoistwayopening in Table 716.5 Opening Fire Protection Assemblies,Ratings and Markings p Floor Surface(Sec 1003.4) Walking surfaces of the means of egress shall have a slip- C Q pe g 5. Where the roof has a slope less than four units vertical In C accordance with Section 3002.6. Such doors shall comply with the Type of Assembly Req.Wall Min.Fire Door Door Vision Min. p y 12 units horizontal, a hose connection shall be located to resistant surface and be securely attached. smoke and draft control door assemblyrequirements in Section Assembly Assembly Panel Size Sidelight/Transom q serve the roof or at the highest landing of a stairway with - 716.5.3.1 when tested in accordance with UL 1784 without an Rating(hours) Rating(hours) Assembly Rating stair access to the roof provided in accordance with Elevation Change(Sec 1003.5) Elevation change less than 12"requires a sloped surface(ramp O Q O (hours)-Fire complyingwith Section 1010 ifgreater than 1:20). A stair with a r n l"L., artificial bottom seal. Section 1009.16. v Resistance 6. Where the most remote portion of a sprinklered floor or single riser or 2 risers+tread is allowed for non-accessible paths V L1. W - Shaft, exit enclosures and exit 2 1 1/2 100 sq.in. 2 story is more than 200 feet from a hose connection,the if the tread is 13"min and there is at least 1 handrail within 30"of Q Penetrations(Sec 714) passageway walls building official is authorized to require that additional hose the centerline of travel. - Ducts and Air Transfer Openings(Sec Penetrations of fire-resistance-rated walls by ducts that are not Fire partitions:Corridor Walls 1 3/4 Max.size 314 W ?."connections be provided in approved locations. CC O I.._. 714.1.1) protected with dampers shall comply with Sections 714.2 through tested 905.4.1 Protection.Riser and laterals of Class I standpipe Means of Egress Continuity(Sec 1003.6) The required capacity of a means of egress system shall not be W 714.3.3. Penetrations of horizontal assemblies not protected with a Other fire partitions 1 3/4 Max.size 3/4 systems not located within an enclosed stairway or pressurized diminished along the path of exit travel. r L.L. C - shaft as permitted by Section 717.6,and not required to be tested enclosure shall be protected by a degree of fire resistance equal to G protected with fire dampers by other sections of this code,shall Exterior walls 1 3/4 Max.size 3/4 that required for vertical enclosures in the building in which they Occupant Load(Sec 1004, Table 1004.1.2 and Sec 1021) Q comply with Sections 714.4 through 714.4.2.2. Ducts and air tested are located. eL W transfer openings that are protected with dampers shall comply Exception: In buildings equipped throughout with an approved Refer to FLS plans in Drawing Set i W with Section 717. automatic sprinkler system,laterals that are not located within an V 1..-. z Ducts b Air Transfer Openings(Sec 717) Fire/smoke dampers required at duct penetrations of rated shaft enclosed stairwa or ressurized enclosure are not r cared to be Posting of Occupant Load(Sec 1004.3) Every room or space that is an assembly occupancy shall have Installation Details(Sec 714.2) Where sleeves are used,they shall be securely fastened to the Y P assembly penetrated.The space and any space between the enclosures,fire partitions&horizontal assemblies. Not required at enclosed within fire-resistance-rated construction. the occupant load of the room or space posted in a conspicuous �/ �-' corridor walls because of automatic sprinkler system,and the duct 905.4.2 Interconnection.In buildings where more than one place near the main exit or exit access doorway. sleeve and the assembly penetrated shall be protected in is protected as a through-penetration per Section 714. stand f e isprovided,the accordance with this section. Insulation and coverings on or in the p p standpipes shall be interconnected in Outdoor Areas(Sec 1004.5) Yards, patios,courts,and similar outdoor areas accessible to and Q penetration item shall not penetrate the assembly unless the accordance with NFPA 14. usable by the building occupants shall be provided with means of W (/) specific material used has been tested as art of the assembly in Concealed S aces Sec 718 718.2 Flreblockln In combustible construction,fireblockin shall Portlable Fire Extinguishers(Sec 906) 906.1 Where required. Portable fire extinguishers shall be egress as required b Chapter 10.The occupant load of such P P Y p ( ) g' g provided in occupancies and locations as required by the Fire g y P P O accordance with this section. be installed to cut off concealed draft openings(both vertical and outdoor areas shall be assigned by the building official in horizontal)and shall form an effective barrier between floors, Code. accordance with the anticipated use. Fire-Resistance-Rated Walls(Sec 714.3) 714.3.1.1 Fire-resistance-rated assemblies.Penetrations shall Fire Alarm and Detection Systems(Sec 907.2.9.1 Manual fire alarm system. A manual fire alarm system Q be Installed as tested in an approved fire-resistance-rated between a top story and a roof or attic space.Fireblocking shall be 907) that activates the occupant notification system in accordance with 'v- Z assembly. installed in the locations specified in Sections 718.2.2 through P occupanciesEgressSizing(Sec 718.2.7. Section 907.5 shall be installed in GroupR-2 where: Means of 1005) '- 714.3.1.2 Through-penetration frrestop system.Through- 1. Any dwelling unit or sleeping unit Is located three or more " 2 penetrations shall be protected by an approved penetration 718.2.2 Concealed wall spaces.Fireblocking shall be provided in stories above the lowest level of exit discharge; Stairways(Sec 1005.3.1) Per occupant-0.3 only the occupant load of that story is used to firestopsystem installed as tested in accordance with ASTM E814determine the stair capacity. y concealed spaces of stud walls and partitions, Including furred 2. N/A or UL 1479,with a minimum positive pressure differential of 0.01 spaces,and parallel rows of studs or staggered studs vertically at 3. The building contains more than 16 dwelling units or Exception: For other than Group H and 1-2 occupancies,thecapacity,in inches,of means of egress stairways shall be O inch(2.49 PA)of water and shall have an F rating of not less than the ceiling and floor levels and horizontally at intervals not sleeping units. the required fire-resistance rating of the wall penetrated. exceeding 10 feet. Exception 2:Manual fire alarm boxes are not required where the calculated by multiplying the occupant load served by such 0 714.3.2 Membrane penetrations.Where walls or partitions are building is equipped throughout with an automatic system installed stairways by a means of egress capacity factor of 0.2 inch per required to have a fire-resistance rating,recessed fixtures shall be 718.2.3 Connections between horizontal and vertical spaces. in accordance with Section 903.3.1.1 or 903.3.1.2 and the occupant in the building equipped throughout with an automatic installed such that the required fire-resistance will not be reduced. Fireblocking shall be provided at interconnections between sprinkler system installed in accordance with Section 903.3.1.1 or q occupant notification appliances will automatically activate 903.3.1.2 and an emergency voice/alarm communications stem CODE REVIEW SUMMARY concealed vertical stud wall or partition spaces and concealed throughout the notification zones upon a sprinkler waterflow. gy Horizontal Assemblies(Sec 714.4) 714.4.1 Fire-resistance-rated assemblies.Penetrations of the horizontal spaces created by an assembly of floor joists or trusses, 907.2.9.2 Smoke alarms.Single-and multiple-station smoke in accordance with Section 907.5.2.2. fire-resistance-rated floor,floor/ceiling assembly or the ceiling and between concealed vertical and horizontal spaces such as alarms shall be installed in accordance with Section 907.2.11. Other Egress Components(Sec 1005.3.2) Per occupant-0.2" membrane of a roof/ceiling assembly shall comply with Sections occur at soffits,drop ceilings,cove ceilings and similar locations. 907.2.11.2 Group R-2.Single-or multiple-station alarms shall be Exception: For other than Group Hand 1-2 occupancies,the 714..4.1.1 through 714.4.1.4. Penetrations in horizontal smoke PROJECT NO. barriers shall also comply with 714.5. 718.2.4 Stairways.Fireblocking shall be provided in concealed installed and maintained in Group R-2 regardless of occupant load capacity,in inches,of means of egress stairways shall be 714.4.1.1 Through penetrations.Through penetrations of fire- spaces between stair stringers at the top and bottom of the run, at all of the following locations: calculated by multiplying the occupant load served by such 17055 resistance-rated horizontal assemblies shall comply with Section Enclosed spaces under stairs shall also comply with Section 1. On the ceiling or wall outside of each separate sleeping stairways by a means of egress capacity factor of 0.15 inch per 714.4.1.1.1 or 714.4.1.1.2. 1009.9.3. area in the Immediate vicinity of bedrooms. occupant in the building equipped throughout with an automatic 2. In each room used for sleeping purposes. sprinkler system installed in accordance with Section 903.3.1.1 or 714.4.1.1.1 Installation.Through penetrations shall be installed x 04.29.2019 718.3 Draftstopping in floors. In combustible construction, 907.2.11.3 Interconnection.Where more than one smoke alarm 903.3.1.2 and an emergency voice/alarm communication system c as tested in the approved fire-resistance-rated assembly. draftstopping shall be installed to subdivide floor.ceiling is required to be installed within an individual dwelling unit or in accordance with Section 907.5.2.2. " '° 714.4.1.1.2 Through-penetration firestop system.Through i- 2 shall beprotected byan approved through- assemblies in the locations prescribed in Sections 718.3.2 through sleeping unit in Group R occupancies,the smoke alarms shall be Q W penetrations pp g 718.3.3. interconnected in such a manner that the activation of one alarm Door Encroachment(Sec 1005.7.1) Doors,when fully opened,shall not reduce the required width by p REVISIONS:/#1 penetration firestop system installed and tested in accordance with will activate all of the alarms in the Individual unit. more than 7". Doors in any position shall not reduce the required w Da ASTM E 814 or UL 1479,with a minimum positive pressure 718.3.2 Groups R-1,R-2,R-3 and R-4.Draftstopping shall be width bymore than half. z differential of 0.01 inch of water(2.49 PA).The sustem shall have provided in floor/ceiling spaces in Group R-2 buildings with three 907.2.11.4 Power source. In new construction,required smoke alarms shall receive their primary power from the building wiring a W an F rating/1-rating of not less than 1 hour but not less than the or more dwelling units. Draftstopping shall be located above and in Means of Egress illumination(Sec 1006) Z Swhere such wiring is served from a commercial source and shall Illumination Level1006.2) walking required rating of the floor penetrated. line with the dwelling unit and sleeping unit separations. be equipped with a battery backup. (Sec 1 FC at the surface w 714.4.1.2 Membrane protection.Penetrations of membranes that Exception 1: Draftstopping is not required in buildings equipped 907.6 Installation.A fire alarm system shall be installed in Emergency Power for Illumination(Sec In the event of power supply failure,an emergency electrical W are part of a horizontal assembly shall comply with Section throughout with an automatic sprinkler system in accordance with accordance with Section 907.6 and NFPA 72. 1006.3) system shall automatically illuminate all of the following areas: w ,`714.4.1.1.1 or 714.4.1.1.2.Where floor/ceiling assemblies are Section 903.3.1.1. Carbon Monoxide Alarms(Sec 908) 908.7.2.1 Group R.Carbon monoxide alarms shall be located in corridors,interior exit stairways,exit passageways,interior exit ¢° z required to have a fire-resistance rating,recessed fixtures shall be 718.4 Draftstopping in attics. In combustible construction, each bedroom or within 15 feet outside of each bedroom door. discharge elements,and exterior landings. 0 o installed such that the required fire resistance will not be reduced. w draftstopping shall be installed to subdivide attic spaces and 908.7.2.1.1 Three or more dwelling units.In addition to the Penetrations in Smoke Barriers(Sec Penetrations in smoke barriers shall be protected by an approved concealed roof spaces in the locations prescribed in Sections locations required by Section 908.7.2.1,a carbon monoxide alarm Q 714.5) through-penetration firestop system installed and tested in 718.4,2 and 718.4,3.Ventilation of concealed roof spaces shall be shall be installed in any enclosed common areas within buildings z ul accordance with the requirements of UL 1479 for air leakage.The maintained in accordance with Section 1203.2. containing three or more dwelling units. < 0 L rating of the system measured at 0.30 inch(7.47 Pa)of water In 908.7.2.2.1 Single station alarm requirements.Listed andw a 718.4.2 both ambient temperature and elevated temperature tests,shall Groups R-1 and R-2.Drafstopping shall be provided in installed in accordance with ANSI/UL 2034. ce a concealed roof spaces of Group R-2 buildings with three or more 908.7.2.2.2 Household carbon monoxide detection systems. co = not exceed: y z 3 i dwelling units.Draftstopping shall be installed above,and in line Household systems that include carbon monoxide detectors and 0 0 1. 5.0 cfm per square foot(0.025m /s•m )of penetration Y z !- with, sleeping unit and dwelling unit separation walls that do not audible notification appliances, installed and maintained in opening for each through-penetration firestop system orPP 5 iij 2. A total cumulative leakage of 50 cfm(0.024m3/s)for any extend to the underside of the roof sheathing above. accordance with Section 908 and NFPA 720,shall be permitted. 100 square feet(9.3 m2)of wall are,or floor area. Exception 2: Draftstopping is not required in buildings equipped The detectors shall be listed as complying with ANSI/UL 2075. o IL throughout with an automatic sprinkler system in accordance with ° Section 903.3.1.1. 1- ii G2 . 02 . _ Z o Accessible Means of Egress(Sec 1007) Handrail Extensions(Sec 1012.6) Handrails shall return to a wall,guard or the walk surface or shall CHAPTER 11-ACCESSIBILITY Toilet and Bathroom Requirements(Sec 1210) Accessible Means of Egress Required Min. 7 accessible egress from any accessible space. Where more be continuous to the handrail of an adjacent stair flight or ramp Floors and Wall Base(Sec 1210.2.1) Smooth, hard,nonabsorbent surface&4"min.wall base in toilet, a� j 04.1ly (Sec 1007.1) than one means of egress is required from an accessible space, run.Where handrails are not continuous between flights,the Oregon accessibility code is now based on 2009 ICC/ANSI 117.1 with Oregon amendments. ICC/ANSI 117.1 can bathing and shower rooms -1 **r�T min.2 accessible egresses. handrails shall extend horizontally at least 12"beyond the top riser be accessed here: httos://law.resource.ora/oub/uslcodelibr/ansi.a117.1.2009.adf 44,47 �} Stairways(Sec 1007.3) Accessible stairs shall have min.clear width of 48'between and continue to slope for the depth of one tread beyond the Walls and Partitions(Sec 1210.2.2) Smooth, hard,nonabsorbent surface to min.4'high at walls and V y bottom riser. Accessibility is also subject to Section 504/UFAS(projects with federal funding),ADA 2010(public,commercial partitions within 2 feet of a urinal,toilet,or service sink. p. , - r i N C handrails and must have an area of refuge or accessed from an and government facilities)and Fair Housing(civil rights). Generally,design to the most restrictive code which " - area of refuge or a horizontal exit. Clearance(Sec 1012.17) Clear space between a handrail and a wall or other surface shall applies. Showers(Sec 1210.2.3) Smooth, non-absorbent surface to min. 70 above the drain in be a minimum of 1 W. shower compartments and walls above bathtubs • 0 -- The clear width of 48"between handrails and the area of refuge UFAS htto:/www.access-board.00v/auidelines-and-standards/buildinas-and-siteslabout-the-aba-standards/ufas ' ' I,0' GON. are not required in buildings equipped throughout with an ADA 2010 htto:/lwww.ada.oov/reas2010/2010ADAStandards/2010ADAStandards.odf automatic sprinkler system installed in accordance with Section Guards(Sec 1013) 218 p y Where Required(Sec 1013.2) Guards shall be located alongopen-sided surfaces that Fair Housing htto:/iwww.wbda.ora/ccb/ASTAND/house.adf `Q -- 903.3.1.1 or 903.3.1.2. q walking WilatP are located more than 30"measured vertically to the floor or grade CHAPTER 18-SOILS AND FOUNDATIONS OF Ow - Per 1009.4,width shall not be less than 44", For an occupant load below at any point within 36"horizontally to the edge of the open Parking and Passenger Loading(Sec 1106& Table 1106.1) of less than 50,width may not be less than 36". side. Total spaces provided 22 Radon Control Methods-Group R-2 Occupancies(Sec 1812) • Areas of refuge(Sec 1007.6) Not required in Group R-2 occupancies per 1007.3, Exception 6. Height(Sec 1012.3) Required guards shall not be less than 42"high. Required accessible spaces 1 Scope(Sec 1812.1) The provisions of this section apply to new Group R-2 0 Mechanical Equipment 1013.6) Guards shall be occupancies constructed in Baker,Clackamas,Hood River, • E Two-way communications system A two-way communication system shall be provided at the elevator (Sec provided where appliances,equipment,fans, roof Required van accessible spaces 1 Multnomah, Polk,Washington,and Yamhill Counties for which G. o (Sec 1007.8) landing on each accessible floor that is one or more stories above hatch openings or other components that require service are initial building permits are issued on or after April 1,2011. o located within 10'of a roof edge.Theguard shall be constructed Required wheelchair user only spaces none the story of exit discharge comply with Sections 1007.8.1 and g W ' so as to prevent the passage of a sphere 21"in diameter.The Width of parkingspaces Width:9'-0",8'-0"shared access aisle. Requirements(Sec 1812.3) 1812.3.1 Subfloor preparation.A layer of gas-permeable 1007.8.2. P IY m guard shall extend not less than 30"beyond each end of such Separate access aisle,6'-0"per ODOT. material shall be placed under all concrete slabs and are within the .c component. Length: see Tigard zoning code 18.660.070.D.2-17.5'min. walls of the living spaces of the building facilitate future installation 0 -P c Doors, Gates& Turnstiles(Sec 1008) of a subslab depressurization system,if needed.The gas- I- o Size of Doors(Sec 1008.1.1) Min.clear width of accessible doors is 32". Max.width is 48". Min Roof Access(Sec 1013.7) Guards shall be provided where the roof hatch opening is located permeable layer shall consist of one of the following: V m height is 80". Landings shall have a length in the direction of within 10 feet of a roof edge.The guard shall be constructed so as DwellingUnits-GroupR(Sec 1107.6.2& Table 1107.6,1.1 for R-2) 1.A uniform layer of clean aggregate, a min.of 4"thick.The 9 9 9 y travel min.44". to prevent the passage of a sphere 21"in diameter. ° aggregate shall consist of material that will pass through a 2- 11.1 N m Exception 1:The minimum and maximum width shall not apply to #of accessible'type A'units required 5%of units or min. 1 -3 provided inch sieve and be retained by a'/."sieve. }"' n u door openings that are notpart of there required means of egress in Window sills(1013.8) In R-2 occupancies,if the sill is more than 72"above finish grade q g below,the lowest part of the dear opening of an operable window #of vision/hearing impaired units required 2%of units or min. 1-1 provided 2.A uniform layer of sand(native or fill),a min.of 4"thick, - 3 Group R-2 occupancies. " overlaid by a layer or strips of geotextile drainage matting I 0 3 shall be 36 min above finished floor. Operable sections of - m Exception 5: Door openings within a dwelling unit shall not be windows shall not permit openings that allow passage of a 4-inchType B units Remainder of the units, including vision/hearing impaired units, designed to allow the lateral flow of soil gases. V n, less than 78 inches in height. must be Type B 3. Other materials,systems or floor designs with demonstrated o Exception 8: Door openings required to be accessible within Type diameter sphere where such openings are located within 36 capability to permit depressurization across the entire sub-floor inches of the finished floor. Qc B units shall have a minimum clear width of 31.5 inches. Exception 4:Windows that are provided with window opening Common Spaces(Sec 1109) area. 16 1812.2.3.3 Soil-gas-retarder.A min.6-mit polyethylene or 1008.1.1.1 Projections Into clear width.There shall not be control devices that comply with Section 1013.8.1. (- projections into the required clear width lower than 34 inches Space Requirements equivalent flexible sheeting material shall be placed on top of the 0 ° gas-permeable layer prior to casting the slab or placing the floor a above the floor or ground.Projections into the clear opening width Exit Access(Sec 1014) Public entrances 60%of all entrances must be accessible assembly to serve as a soil-gas-retarder by bridging any cracks Q o between 34 inches and 80 inches above the floor or ground shall Restricted access entrances Where restricted entrances are provided,at least one shall be that develop in the slab or floor assembly and to prevent concrete i N a not exceed 4 inches. Egress through intervening Rooms (Sec Egress from a room or space shall not pass through adjoiningor Exception:Door closers and door stops shall be permitted to be 1014.2) g gintervening rooms or areas,except where such adjoining roos or accessible from entering the void spaces in the aggregate base material.The n sheeting shall cover the entire floor area with separate sections of ; 78 Inches min.above the floor. areas and the area served are accessory to one or the other,are Community Room/Kitchen/Living Must meet ADA 2010,ANSI Al 17.1 &UFAS sheeting lapped at least 12'.The sheeting shall fit closely around Z c cv g not a Group H occupancy and provide a discernable path of a� Door Opening Force(Sec 1008.1.3) The force for pushing or pulling open interior swinging egress egress travel to an exit. Office Must meet ADA 2010,ANSI A117.1 &UFAS any pipe,wire or other penetrations of the material.All punctures >, to doors,other than fire doors,shall not exceed 5 pounds. or tears in the material shall be sealed or covered with additional F- mN Common Path of Egress Travel(Table 125'for R-2 occupancy Men's&Women's restrooms Must meet ADA 2010,ANSI A117.1 &UFAS sheeting. w t N Landings at Doors(Sec 1008.1.6) Landings shall have a width not less than the width of the stairway 1014.3) 1812.3.4 Entry routes.Potential radon entry routes shall be J 0 M or the door,whichever is greater.Doors in the fully open position Bike storage,trash room,mail room& Must meet ADA 2010,ANSI A117.1 &UFAS closed at openings around bathtubs,showers,water closets, v shall not reduce a required dimension by more than 7 inches. mailboxes pipes,wires or other N N When a landing serves an occupant load of 50 or more,doors In Exit&Exit Access Doorways(Sec 1015) Q O ch any position shall not reduce the landing to less than one-half its , o required width. Landings shall have a length measured in the Exit/Exit Access Doorways Required Two exits or exit access doorways from any space shall be ) o ix) direction of travel of not less than 44 inches. (Sec 1015.1) provided when the occupant load of the space exceed one of the CHAPTER 12-INTERIOR ENVIRONMENT values in Table 1015.1. CHAPTER 29-PLUMBING SYSTEMS Thresholds(Sec i008.1.7) Thresholds at doorways shall not exceed 112 inch in height above Exception 1: In Group R-2 occupancies,one means of egress is Ventilation(Sec 1203) permitted within and from individual dwellingunits with a maximumNumber of Fixtures Required(Table 2902.1) the finished floor or landing.Raised thresholds and floor level Under Floor Ventilation(Sec 1203.3) 1203.3.1 Openings for under-floor ventilation.The net area of changes greater than'/,inch at doorways shall be beveled with a occupant load of 20 where the dwelling unit is equipped ventilation openings shall not be less than 1 sf for each 150 sf of Occupancy WC Lava DF Tub/Shower Z slope not greater than one unit vertical in two units horizontal. throughout with an automatic sprinkler system. crawispace area. Table 1015.1 R-Maximum occupant load: 10 1203.3.2 Exception 2:The total area of ventilation openings Is Use Load Ratio M F Ratio M F (I) Door Operations(Sec 1008.1.9) 1008.1.9.1 Hardware. Hardware is to be accessible per Chapter permitted to be reduced to 1/1,500 of the under-floor area where D 11. Exit/Exit Access Doorways Arrangement Where two exits are required,the exit doors shall be separated by B(comm. 46 1 per 25 1 1 1 per 40 1 1 - - the ground surface is covered with a Class I vapor retarder C'7 1008.1.9.1 Hardware height.Door handles, pulls,latches,locks (Sec 1015.2) a distance not less than /the length of the maximum overall room) Q diagonal dimension of the buildingor area to be served measured material and the required openings are placed so as to provide N and other operating devices shall be Installed 34 inches minimum 9 _ _ in a straight line between exit doors. cross ventilation of the space.The installation of operable louvers B 4 1 per 25 1 1 1 per 40 1 1 �} and 48 inches maximum above the finished floor. shall not be prohibited. (office) }` Exception 2:Where a building is equipped throughout with an ° W Natural Ventilation Area Required(Sec Operable openings to the exterior not less than 4%of the area Q automatic sprinkler system in accordance with Section 903.3.1.1 Totals 50 1 per 25 1 1 1 per 40 1 1 -- V J Stairways(Sec 1009) or 903.3.1.2,the separation distance shall not be less than one- 1203.4.1) being ventilated. Z CO AdjoiningSpaces(Sec 1203.4.1.1) Rooms ventilated through an adjoiningroom must have openings Q -- Interior Exit Stairways(Sec 1009.2) 1009.2.1 Where required.Interior exit stairways shall be included third of the length of the max.overall diagonal dimension. p ° g g R-2 -- 1 per dwelling unit 1 per dwelling unit - 1 per dwelling unit to meet one or more means of egress. not less than 8%of the floor area of the interior room/space being O 0 Q 1009.2.2 Enclosure.All interior exit stairways shall be enclosed in ventilated,with a minimum of 25 sf.The openable area of the o accordance with the provisions of Section 1022. Exit Access Travel Distance(Sec 1016) openings to the outdoors shall be based on the total floor area *The required water closets,lavatories and showers/bathtubs shall be distributed equally between the sexes. rX Exit Access Travel Distance(Table R Occupancy with sprinkler system may not exceed 250'. being ventilated. Separate facilities are not required where the total occupant load Is 15 or less.The occupant load shall be Q Width(Sec 1009.4) The width of stairways shall be determined as specified in Section 1016.2) Mech Vent of Bathrooms(Sec 1203.4.2.1) Mechanical ventilation required in accordance with the mechanical composed of 50%of each sex. O Q 0 n 1005.1, but such width shall not be less than 44 Inches.See code. iii Section 1007.3 for accessible means of egress stairways. Measurement(Sec 1016.3) Exit access travel distance shall be measured form the most 0See 2014 Oregon Mechanical Specialty Kitchen exhaust airflow rate-25/150 CFM/SF(based upon net 0 u remote point within a story along the natural and unobstructed Code(Table 403.3)for kitchen ventilation occupiable floor area) CHAPTER 32-ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY Y I Q Headroom(Sec 1009.5) Stairways shall have a minimum headroom clearance of 80 inches path of horizontal and vertical egress travel to the entrance to an P measured vertically from a line connecting the edge of the exit. Mechanical exhaust is required and the recirculation of air from W > nosings. such spaces is prohibited(See Section 403.2.1, Item 3 of the Encroachments above grade/below 8 ft. Awnings must have min.7'vertical clearance W 0 -- mechanical code) e - Stair Treads and Risers(Sec 1009.7) 1009.7.2 Riser height and tread depth.Stair riser heights shall Corridors(Sec 1018) (Sec 3202.2) r4 u_ G be 7"max.and 4"min.Tread depth shall be 11"min. Lighting(Sec 1205) Encroachments above grade/above 8 ft. Canopies, marquees and signs with less than 15'vertical C) CC 1009.7.4 Dimensional uniforms The tolerance between the Construction(Sec 1018.1) Construction-1 hr,type VA,corridors are bearing walls uniformity. (Sec 3202.3) clearance,shall not extend into or occupy more than 2/3 the width Y 0- W largest and smallest riser height or between the largest and Natural Light(Sec 1205.2) All spaces intended for human occupancy must have either natural Corridor Width(Sec 1018.2) Min 44", 36"where occupant load<50, 36"within dwelling units light or artificial light. Minimum net glazed area is 8%of area of the sidewalk measured from the building smallest tread depth shall not exceed 3/8'in any flight of stairs. () i W Q- being lighted and must open onto a public way,yard or court. Z 1009.7.5 Nosing and riser profile.Beveling of nosings shall not Corridor Dead Ends(Sec 1078.4) 50'max in R-2 with sprinklers(exception 2) • 1'-- exceed 9/16". Risers shall be solid and vertical or sloped under the Adjoining spaces may be lit by openings minimum 10%of the floor 0 coQZ tread above from the underside of the nosing above at an angle Air movement In corridors(Sec 1018.5) Corridors may not serve as supply,return,exhaust,relief or area being lit or minimum 25 SF. The common wall must be 50% not more than 30 degrees from the vertical. ventilation air ducts. open and unobstructed. Exception 1: Corridors may be used for makeup air for exhaustCi 1009.7.5.1 Nosing projection size.The nosing shall project not Artificial Light(Sec 1205.3) Average illumination of 10 FC over the room area at a height of Q '/s more than 1 "be systems for rooms opening directly onto the corridor. (J„1 Q_ yond the tread below. 30"above the floor. Cl) Exception 3:Within tenant spaces of 1000 SF or less,corridorsre Stairway Landings(Sec 1009.8) There shall be a floor or landing at the top and bottom of each may be used for return air. Q stairway not less than the width of the stairways they serve.Doors Corridor Ceiling(Sec 1018.5.1) Use of space between corridor ceiling and floor/roof above as a Sound Transmission Ratings(Sec 1207) O opening onto a landing shall not reduce the landing to less than return air plenum is allowed if the corridor is separated from the -one/half the required width.When fully open,the door shall not plenum by fire-resistance-rated construction. Scope(1207.1) The section shall apply to common interior walls, partitions and Z project more than 7"into a landing. floor/ceiling assemblies between adjacent dwelling units or N"'" D StairwayConstruction(Sec 1009.9) 1009.9.3 Enclosures under Interior stairways.The walls and Number Of Exits &Continuity(Sec 1021) between dwelling units and adjacent public areas such as halls, e corridors,stairs or service areas. eG soffits within enclosed usable spaces under enclosed stairways Min,number of exits(Table 1021.2.1) 2 exits required from any story where the number of dwelling units G shall be protected by the fire-resistance rating of the stairway Air-borne sound(1207.2) Walls,partitions and floor/ceiling assemblies separating dwelling 0 exceeds 4. units from each other or from public or service areas shall have a enclosure.Access to the enclosed space shall not be directly from within the stair enclosure. sound transmission class(STC)of not less than 50(45 if field 0 1009.9.9 Enclosures under exterior stairways.The open space interior Exit Stairways and Ramps(Sec 1022) tested)for air-borne noise when tested in accordance with ASTM under exterior stairways shall not be used for any purpose. General(Sec 1022.1) Must lead directly to the exterior of the building or through an exit E 90. Penetrations or openings in construction assemblies for Stairwayto Roof(Sec 1009.16) 1009.16.1 Roof access.Where a stairwayisprovided to a roof, passageway. See Section 1027.1 for exceptions. piping;electrical devices;recessed cabinets; bathtubs;soffit;or heating,ventilating or exhaust ducts shall be sealed,lined, CODE REVIEW SUMMARY access to the roof shall be provided through a penthouse. Construction(Sec 1022.2) Interior exit stairway enclosures shall have a fire-resistance rating insulated or otherwise treated to maintain the required ratings. Exception: In buildings without an occupied roof, access to the of not less than 2 hours where connecting four stories or more. This requirement shall not apply to dwelling unit entrance doors; roof shall be permitted to be a roof hatch or trap door not less than however,such doors shall be tight fitting to the frame and sill. 30"wide and 8'-4"long. PROJECT NO. 1009.16.2 Protection at roof hatch openings.Where the roof Exit Discharge(Sec 1027) Structure-borne sound(1207.3) Structure-borne sound. Floor/ceiling assemblies between dwelling hatch opening is located within 10 feet of the roof edge,such roof General(1027.1) Exits shall discharge directly to the exterior of the building at grade units or between a dwelling unit and a public or service area within 17055 access or roof edge shall be protected by guards installed in or shall provide direct access to grade. the structure shall have an impact insulation class(iIC)rating of accordance with the provisions of Section 1013. Exception 1:A maximum of 50 percent of the number and not less than 50(45 if field tested)when tested In accordance with capacity of interior exit stairways is permitted to egress through ASTM E 492. r 04.29.2019 areas on the level of exit discharge provided: >< Exit Signs(Sec 1011) • Egress is to a free and unobstructed path of travel to an interior Space Dimensions(Sec 1208) i- u) Where required(Sec 1011.1) Exception 1: Not required in rooms or areas with only one exit door which is readily visible Q W required exit. • The entire area of the level of exit discharge is separate Minimum room widths(Sec 1208.1) Habitable spaces,other than a kitchen shall be not less than 7'-0" o it REVISIONS:/ \ from areas below by construction conforming to the exit in any plan dimension. Raised Character and Braille Exit Signs A sign stating EXIT in raised characters and Braille complying with enclosure rating.9 Minimum ceiling heights(Sec 1208.2) Occupiable spaces and corridors shall have a ceiling height of not z (1011.4) ICC A117.1 shall be provided adjacent to each door to an exit CZ 3 stairway and the exit discharge. • The egress path is protected by an approved sprinkler less than 7'-6". Bathrooms,toilet rooms,kitchens,storage rooms a. W system. and laundry rooms shall be permitted to have a ceiling height of z S not less than 7'-0". = S Handrails(Sec 1012) W rx Height(Sec 1012.2) Handrail height,measured above stair tread nosings shall be Emergency Escape&Rescue(Sec 1029) w General(Sec 1029.1) For R-2, sleeping rooms below the 4thstory above grade plane Access to Unoccupied Spaces(Sec 1209) -' o uniform, not less than 34"and not more than 38". Q z shall have at least one exterior emergency escape and rescue Crawl Spaces(Sec 1209.1) Crawl spaces shall be provided with no fewer than one access o S Handrail Graspabllity(Sec 1012.3) 1012.3.1 Type I.Handrails with a circular cross section shall have opening. opening which shall not be less than 18'x 24". co ° an outside diameter of at least 1 1.4"and not greater than 2'. ¢ i5 Minimum Size(Sec 1029.2) Emergency escape and rescue openings shall have a minimum Attic Spaces(Sec 1209.2) Not ventilated-exterior insulation provided. w Continuity(Sec 1012.4) Handrail gripping surfaces shall be continuous,without interruption net clear opening of 5.7 sf.The min. net clear opening height shall = by other obstructions. be 24".The min.net clear opening width shall be 20". < rt Exception 3: Handrail brackets or balusters attached to the Exception:The min.net clear opening for grade-floor openings Et bottom surface of the handrail that do not project horizontally shall be 5 sf. _ beyond the sides of the handrail within 1 1/2"of the bottom of the 0 o handrail shall not be considered obstructions. Maximum Height from Floor(1029.3) Emergency escape and rescue openings shall have the bottom of z W the clear opening not greater than 44"from the floor. § V 0- G2 S 03 H Y G2 . 03 , . O z 0 GENERAL NOTES: 1D4 c ilvir A. SEE SHEET G2.01-G2.03 FOR CODE SUMMARY INFORMATION ND• N ��L'"�"""" B. DAMPERS TO BE INSTALLED AS REQUIRED PER 2014 OSSC SECTION 717, WHERE DUCTS OR AIR TRANSFER S 0 OPENINGS PENETRATE RATED ASSEMBLIES PO D, 0 ON ,_,,... (14, 2918 -7. C. MEANS OF EGRESS LIGHTING SHALL NOT BE LESS Gi� THAN 1 FOOT CANDLE AT THE WALKING SURFACE. *OF 0 MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO NOT OT EXCEED 40:1. IN THE EVENT OF A POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL L.- SYSTEM SHALL AUTOMATICALLY ILLUMINATE THOSE 1 EGRESS COMPONENTS IDENTIFIED IN 2014 OSSC E G2 07 SECTION 1006.3 FORA MINIMUM OF 90 MIN. a o ILLUMINATION SHALL CONTINUE TO THE EXTERIOR LU 3 LANDINGS OF ALL EGRESS DOORS. G2.06 Ce co 1111111 Wit{111111116 D. IN ADDITION TO EXIT SIGN SHOWN ON FLS PLANS, = ��1111111111111ii PROVIDE EXIT SIGNS AS SHOWN ON THE ELECTRICAL I- ° -� DRAWINGSal C.) Ln - AREA 1 WITH �_ a 1,IJ o Iv PARTITION I "`� TRASH STOR ' E. BUILDING TO BE SPRINKLERED THROUGHOUT PER i- ti " CLOSED I y+-�'_ 125 124 - 1 . NFPA 13 WITH CLASS I, AUTOMATIC COMBINATION °' • 422 SQ FT l _Y 92 SQ FT 73 SQ FT STANDPIPE SYSTEM. AT LEAST ONE STANDPIPE TO I o 15 NET �, 300 GROSS 300 GROSS TERMINATE ON THE ROOF 0 a 28 OCC. COMMUNITY 1 OCC. 1 OCC. W 0 B S-1 S-1 F. ALL STEEL COLUMNS AND BEAMS SHALL BE -0 ROOM 1- r 932 INDIVIDUALLY ENCASED WITH 1-HR RATED PROTECTION Q03 STAIR PER 2014 OSSC 704.3 (SEE SHEET G3.05). ALL BEAM ` 687 SQ FT , ,A. CONNECTIONS SHALL BE WRAPPED WITH THE SAME (2) o 15 NET Y LAYERS OF TYPE 'C' GYPSUM WALL BOARD SO AS TO re a (29; 46 OCC. \.: _ _ MAINTAIN THE CONTINUITY OF THE INDIVIDUAL Q Q — 2 B - - - ~ - logimmitt, 4 11 — r r r lL _Ln .:_ - - -- -- - -- ..- - ENCASEMENT = N G2.06 r r. - - _ I-7 ' - - / it AREA 2 WITH L WC UNIT TYPE 5 = ,, UNIT TYPE 1 UNIT TYPES _ G. SEE SHEETS 63.01 -63.04 FOR RATED WALL AND Z N PARTITION 134 101 _p ml'' i= 102 103 = HORIZONTAL ASSEMBLIES 518 SQ FT „1' E 531 SO FT = H CLOSED 51$SQ FT _ `9 N "+ 200 GROSS1 „' 200 GROSS = LU o c7 265 SQ FT / _ ...: 1 200 GROSS / m -� _ 3 OCC r �,: J r 15 NET R / 1 Lu L. = 3 OCC. i = - - 3 0CC 18 OCC. _ � - R-2 _ A2 = � _ R-2 - I N N II - 1 � - _4' 11� ��.� � ii-. U� _,- �. --Fi--ci f / �� Q o C° 111 _ / - / _ r 1 HR FIRE ASSEMBLY MEXIT DISCHARGE TO A PURL = WC I - - - : Qv__ / �_ U m'° _ a - ' R-2 DWELLING UNIT in WAY THROUGH LOBBY PE' +�, #�i 133 f ■= �`��' _ /7 __ ..-"01 _ HORIZONTAL ASSEMBLY 1027.1 EXCEPTION 1 - '-f - _. ' _ 1 III i 11 111 R I g 1 1 _ ,,, - �__. -. 11 '.,,,, II ma i_ . SEPARATION PER 2014 OSSC r �� j, I,lg11 :I■- I �Ii/i /7- I=II �%��'/ _ ® �42 Igt: • __ .. . ■ _�=+ - --��, - ..\Y�� EC .3 - 116 ri1 11111 1111A lII1: `-.I7:11'Ili•Ir;r 1'r{i.l m ii.. Dii Pi Plt1111 1! lltlllll_ ~'1lI�_ BUILDING ELEMENTS F01(1-1='‘Y- • 0 VB CONSTRUCTION PER 2014 Z _�� / OSSC TABLE 601 &TABLE 602 i �� I✓ I• ...--- -- -- _ r, .111tIIIIIIIIII . '_111111111111Ito= n ��I =;/ I! TAT` „ IT TYPE$ _ 1-HR FIRE PARTITION CO O i,,, :N� '``y � : 104 _ R-2 DWELLING UNIT VERTICAL CSI I;r 1 I l 11 1 11 r r / _ TON .e�ROM I 1 1' r��lll'llf l I IIS �� Pmt 10 LL M (V •�'CE OF� _ _ , ,` s 136 i_ / I 566 SQ FT OTHER ADJACENT DWELLIN . ` I` W-� / •� UNITS&OCCUPANCIES PER it4130 = _ - 200 GROSS i = 1® - ?r ' -� SII_.__ _ 3 OCC. _ _ OSSC SECTION 420.2 Illz _1 © ' i 136 S FT = 36 SQ .. i .T^►. • -._-2' _�.-. R`2 - - j Z rI m 100 GRASS 100 GROSS E ' - G2.07, 2 0CG, = 2 oCC. - 1 1 11 — 1 1 1 1 1 1 1 1 1 1 1 11 11 1^11:1111 11 1 x = 1 O O Q lt.. ' _ - 2-HR FIRE BARRIER B ',, B = ' i E- - hr I I / =_ _ SHAFT ENCLOSURES ' // - I CONNECTING FOUR STORIES willimium 111111 I I-, �_ z - _11 OR MORE PER 2014 OSSC 2 IIQ O I'I lk„.„, r . = / 1'1{11 l l 4 11111 1( _ r _ SECTION 707.3.1 L.L �, If 1'11iF1 _ — 4 • INTERIOR EXIT STAIRWAYS & (, _- LL. U. Jj = r I1t1111a1 _. rlj EXIT ACCESS STAIRWAYS CONNECTING FOUR STORIES ~ W / I4°' , � A OR MORE PER 2014 OSSC W Ct 0) ... ,.., - `, SECTIONS 1009.3.1.2& 1022.2 W O UNIT TYPE 1 <�� II �� li� SLI Ce U- v _ / `O�'►Q BIKE STORAGE ; - - AS THUD G`RESS OR I CH E, Y O 519SQ 110 _ - FT .. \ - 5 137 Ct 73 0_ + 166 SQ FT Y �i 200 GROSS it h' ��'pZ 3 OCC. 11 .1 >` O 300 GROSS / LU 1 OCC. % EGRESS PATH PROVIDE MINIMUM z 1 FOOTCANDLE OF ILLUMINATED BY O CO O m - R_2S-1 / EGRESS LIGHTING -SEE ELECTRICAL (L �" � 91 *,�m to 111111111111111 111 1`111 111 1 //:_ • - / _ '\r` p,l - UNIT TYPE 3 �...._. - - ' ;". Q n+ , 109 •-- - I `- TOTAL OCCUPANT LOAD FROM ROOM Q Z 519 SQ FT - 1 , // �'- 42 OR SPACE Lii {n a" et jc _ 200 GROSS - - O }' Z 3 OCC. 1� _ 1 - 0 OCCUPANT LOAD AT EXIT O f -o R-2 - .„-- Z .ThEnTE, -7-7. I, WATERT FIRE N 1 _ i 11 INDICATED LIGHTED EXIT SIGN, SEE D UNIT TYPE 2 LAUNDRY JANITOR DECK BIKE STORAGE ELECTRICAL FOR ADDITIONAL ELECTRICAL RISER LOW VOLTAGE _ r � i ,.. nic _ � I _ 106 123 122 138 121 INFORMATION 001 002 003 = - -- - C m �' © / _ -' - 517 SQ FT 123 SQ FT 48 SQ FT 534 SQ FT 82 SQ FT G 180 SQ FT 153 SQ FT 44 SQ FT _� n 300 GROSS 300 GROSS 300 GROSS '`' G2.07 • / - 200 GROSS 300 GROSS 300 GROSS 15 NET 300 GROSS 0 = li _ 3 OCC. 1 OCC. 1 OCC. 36 OCC. 1 OCC. FEC RATED FIRE EXTINGUISHER 0 1 OCC. 1 OCG 1 OCC. 111111111 1 1 t 1 r 1 t 1 l I I I l I l I l l l� Ij' —f.. ` R-2 Si- S-1 B 5-1 CABINET S-1 S-1 S-1 I - • 1 B I / UNIT TYPE 2 .�: ROOM NAME FIRE LIFE SAFETY- FLOOR 107 - PLANS G2.07I' /- IF 518 SQ FT / 200 GROSS .--------- - ROOM NUMBER �r!' /_ 3 OCC. • _�� _ 1r R-2 _ 101 j - ROOM AREA ��/// PROJECT NO. �' - _ - -_ Irl • I I �1 k 11 1 lrjr—1 1 1 1 = 99 SQ FTS... - UNIT TYPE 7 - 108 �_I.. %'. %% 17055 l - !F.-4- - _ - � - 100 NET/GROSSO OCCUPANCY LOAD ` - 519 - / J 1 FACTOR 7-401-eir " rr 67 4,01 r r I' iI GROSS -'_ 02 Residentia— OCCUPANCY LOAD x 0 1 = 3 ocC. • rr- 1 04.29.2019 or IA igry , I— i 1 , r illrnrlerr11 III ■1111 I fr'1 11Al FUNCTION OF < II SPACE PER OSSC w REVISIONS: # • L _ Arai. _ .....L _ A 2014 TABLE ° A 1004.1.2 E A Bid Set 04.29.19 a w z ?BB Add. #1 05.20.19 S w USE & OCCUPANCY: wl- J Q O O 0 PRIMARY OCCUPANCY GROUPS(SEC. 302.1): D R-2 RESIDENTIAL(APARTMENTS) z Lu S-2 STORAGE (TRASH ROOM, MECH ROOM, Q w aV BICYCLE STORAGE, JANITORS CLOSET, X a LAUNDRY ROOMS & UTILITY ROOMS) co 1 C7 0 N N ACCESSORY OCCUPANCIES(<10%OF FLOOR SF) z 3FLS PLAN - BASEMENT FLS PLAN - LEVEL 1 A_2 ASSEMBLY(COMMUNITY ROOM) o SCALE: 1" = 10'-0" 2 er) SCALE: 1" = 10'-0" B BUSINESS(MANAGER, RESIDENT F } SERVICES &OFFICES) 0 0 GENERAL NOTES: D40 e . 44.4 A. SEE SHEET G2.01-G2.03 FOR CODE SUMMARY INFORMATION tA �`M . N '5)4 B. DAMPERS TO BE INSTALLED AS REQUIRED PER 2014 OSSC SECTION 717, WHERE DUCTS OR AIR TRANSFER • D. OPENINGS PENETRATE RATED ASSEMBLIES PO 0, 0 GON C. MEANS OF EGRESS LIGHTING SHALL NOT BE LESS 0 291$ 4 THAN 1 FOOT CANDLE AT THE WALKING SURFACE. F MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO NOT OT EXCEED 40:1. IN THE EVENT OF A 1 e a B POWER SUPPLY FAILURE,AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THOSE ' G2.07 G2.07 EGRESS COMPONENTS IDENTIFIED IN 2014 OSSC fl E SECTION 1006.3 FOR A MINIMUM OF 90 MIN. 0 ILLUMINATION SHALL CONTINUE TO THE EXTERIOR W0 LONGEST COMMON PATH OF LONGEST COMMON PATH OF LANDINGS OF ALL EGRESS DOORS. -7•-•-1 EGRESS TRAVEL= 102'-0" < 150' EGRESS TRAVEL= 102' -0" < 150' ICC co rT `� '{ X{+{+++++ PER SECTION 1014.3 ,. {lyll{yy111+++++y++{' PER SECTION 1014,3 0+l{{y{lily+l{4111{1y+lr a __..� _ c UNIT TYPE4 +++y++{+{{++{+++UNIT TYPE D. IN ADDITION TO EXIT SIGN SHOWN ON FLS PLANS, o PROVIDE EXIT SIGNS AS SHOWN ON THE ELECTRICAL ~ 213 M ` _., �` © I 313 J I� DRAWINGS V v I. 630 SQ FT © LU 0 co �5Q FT r r G2.06 � '` � � � N 70. GROSS ' �' - STOR 2QO GROSS ` . 1� T G2.06 E. BUILDING TO BE SPRINKLERED THROUGHOUT PER H " - STOR 4�C STOR STOR NFPA 13 WITH CLASS I,AUTOMATIC COMBINATION - �' 4 OCC. -- is 225 224 R_2� I 325 324 • STANDPIPE SYSTEM. AT LEAST ONE STANDPIPE TO I o 3 R-2 1 s1+k 11ti11 $5 SQ FT 82 SQ FT 1r „+� 85 SQ FT 82 SQ FT TERMINATE ON THE ROOF °1 """ 4 300 GROSS 300 GROSS 0 0 ,111,1„I„11,1,.1[ �, r 300 GROSS 300 GROSS � o J 4 1 OCC. 1 OCC. 1 OCC. 1 OCC. F. ALL STEEL COLUMNS AND BEAMS SHALL BES-1 S-1 1' �� S 1 S-1 INDIVIDUALLY ENCASED WITH 1-HR RATED PROTECTION 1y� r �/� PER 2014 OSSC 704.3 (SEE SHEET G3.05), ALL BEAM I- ' I 1+ � i` }I ��1� � • - `, CONNECTIONS SHALL BE WRAPPED WITH THE SAME (2) o 2 = r o _ _ &XTwo ' LAYERS OF TYPE 'C' GYPSUM WALL BOARD SO AS TO „1,11,fir ll ��1 1t- . .. - . -- -_ • 11111 Illi' till! „111'111„_t111„11 -�� - ... - - - -- ----- +;, 1111„1+11,,,, - - _ - I = _ _ _ _/J ap - _ _ - - _ • _ . - _ - MAINTAIN THE CONTINUITY OF THE INDIVIDUAL o G2. ' "- ` � � 1I 1• 11111,1,11k, '_ lig ` i j - % -- ENCASEMENT N [ = UNIT TYPE 1 _ I j I _ UNIT TYPE 1 UNIT TYPE I'I ` = 1l it ;; Ih= UNIT PE 1 _ I I I _ UNIT TYPE 1 NIT TYPE," .I �, I I - _ -/ _ I ! I - - Z 201 I t 202 I _ f 203 _ 301 1 1 I I 302 I 303 = G. SEE SHEETS G3.01 -G3.04 FOR RATED WALL AND �/ - 518 SQ FT = /tl I 518 SQ FT 532 SQ FT _ it. ----- 518 S FT =�' ' r 518 SQ FT 532 S� FT - HORIZONTAL ASSEMBLIES Q cy 200 GROSS // +► 200 GROSS 290 GROS•. = / ,11 4> 200 GROSS = 200 GROSS 200 GROSS _ ' H ro ry �1 - 3 OCC. awl �� "s� - ,,,,1+ � `� - �.+ ►_. 3 0CC. - _ / 3 0C - �`----4 -4,/ _ 3 •OCC. 1 ��Is 3 OCC. r� /�3 OCC. = 11,1,.,,1 _ "4_ lrllirll,, - -. _ /fir►.a . - - -- i - „k,1.,,, 11 rrlrrill - - '��° - � - - - - - I - . ' W sh _ . _ ``,..,, .. / R 2 ,+/ 1,:,�/�T R-2 _ i R r„111 ,/ -. R-2 R-2 _ _ ;/ R-2 = JUNIT TYPE 1 t ,. �is� +�I ____ .,. _ UNIT TYPE 1 p= = L; a _ - ` - N212 . J � =.``� w / = _ -� /"f-- 312 / 11 t , MINN tea■ ■. _ a o 00 R S 7- = ------ _ 4 -� r - f -- - _ 518 SQ FT - - _ 1�1111®1111 In ra III n It e d 1-HR FIRE ASSEMBLY 200 GROSS _`/ - I / I i 200 GROSS +/ _ - _ ' �_ _ / 1; R 2 DWELLING UNIT U co Lo 3 OCC. `,~ \1 1� 01 Ps 1FI � 3 OCC. / - Di - n I •- - _ - I 14 OSSC R 2 ` 1,,,,1,;1 = 1 I, y, , mil_ - _ _ _ 11611111:'r" -• ! "''■ -I / - ! PER 20HORIZONTALASSEMBLYr �} 1 R-2 „ ..[ �/ t I Imo' _ r SEPARAT ON,111111111„11,11 - c ' '•• _1II 1111lIIE �l��1-11,11;11111 i ' ,,,,r1/111,111f1k rl11111+1! 111.[111.111r11� ! '_rllellllrllr I�__ � 111 II _l eillllll .lr r111t11-11111 Lj 1{ �� I 1)1 1 1 1 1 1111 I I r 1 1 1 1 kAl 1- I,� i 11 1 1 .� 111,1 _y �_ -� r y - r -p - ♦ BUILD! GEL MENTS FOR -E UNIT TYPE 3 1 III_ /�!�� / ®®��. �1r - = UNIT TYPE 3 1.1,7,._, =�� [ i I Ur 1, �� , : �� / :I VB CONSTRUCTION PER 2014 Z • -�� r� ® 311 =�� 211 -; _ frir '70.1070,23 23 / ///+� Z�� A �� " OSSC TABLE 601 &TABLE 602 /'� � 5.79 SQ FT I IIIIIII11111.%�/ -_. - -I u,,,,u llr. � ;._L� _ �' 544 SQ FT I � _�/ /- rllr Ll llll.rI illi r;-� [7)I-[rc111]t34 f`�yrpinlfiiiii nidi Vj �i -_ - 11/ - 1�� '• - ' : :/ / -1)111 __-i _.. - 200 GROSS 0-_ M - -• .. ; „ ,' - - 200 GROSS I _i/ _ i .� - 3 OCC. z " rf�k. /= fPf� d' II I -_�. 1 /1 �I� r UNIT TYPE 8 _ = _= ;r� ra�� - I �1 IL11.111 -HR F /- / ■■ 204 3 OCC + /�=FIm. / f,z 1 ,"/ 1 IRE PARTITION D I_ -- 1 f t11111r•i 11111 I� _ el ■ I = Fr R 2 II irllllll II: L _ R-2 DWELLING UNITVERTICA N O / II ! - _ / r EP• - .TI•, A -O -11 .J.J.J_J'JJ,.J_L t -__- - I �jI h 5fi5 SQ FT ..L-y _ �- ti: a ai „ . ::rl l -_, \1 / I 1lffii \ I.) / 4_ - / O HER A JACENT DW LLI ' I� 200 GROSS r11 I } = /-- L" UNITS&OCCUPANCIES PER 2014 w - _ -„ ., _'' ' 3 OCC.- - Alk _ �_ _ / - �: " = OSSC SECTION 420.2 (/� --� , ,. _. _ . .„ , rnr: co ��r 1 1 �1�1�1� e. 11 IT' _ :...� 1111!11- G2.07 = 1 1�■[� :1/ I Ii IT UNITTYPEfi Iitl:rt {1;:: Illilllllttlll{111= OI II O = / = I I II ., _ ti /»/�� 3� = 2-HR FIRE BARRIERQ QI. / _ I h = SHAFT ENCLOSURES .111111r111111,r1titir1114 1-'11 - - _. - 11111.IJ I _ _ _ ,�0 5655QFT CONNECTING FOUR STORIES .�- - // ,_ :� _ / 200 GROSS �.I CC- N = .1 I 'i _ _ OR MORE PER 2014 OSSC G/ �r i= - / 3 OCC. SECTION 707.3.1 Q Q CC O.' - `!+ - / 1: _ j I - 'Ir ~: = R-2 = INTERIOR EXIT STAIRWAYS&• _ _ _ I 'rL1 111rY-[[Ir lrrr11 Il,lyr�.II�111 _..; - i _�. �- . � Jr7.1.4r'dd:"*//1116/117:WIIP6/ �,i1 . I fit% ;� t16 EXIT ACCESS STAIRWAYS - 11111'1t11 i1 .. . ..ftfl - � �_ / Q- _ ■_ = w ' B CONNECTING FOUR STORIESI I1 :;1� :I♦- ,. Q�Q-. _ //'-� !�� 11, 1 1 _ p OR MORE PER 2014 OSSC W,� (_ - -; UNITTYPE 1 W rl (n 7 1 - �� O / �� J._L_ _._�_L_:J=J 7 ��% _� - 305SECTIONS 1009.3.1.2& 1022.2W �" O UNIT TYPE 1 / / h �� UNIT TYPE 1 ` �� ❑ �� 1._j / - 310 :I 520 SQ FT_ 21p r- - �� , - - PATH OF EGRESS OR EXIT DISCHARGE,O .,� = t r / Q =1 200 GROSS AS NOTED 0 (n CO 519 SQ FT : / 519 SQ FT I' a �� 3 OCC. a 1.: 200 GROSS _ O / 00 UNIT TYPE 1 200 GROSS . .I W v I R-2rIi` 3 OCC. • _ ,1,,.1/ ,.;.1 111 - 1J.J ��' 205 I 3 OCC. - 1, r�1 r.L_d.. EGRESS PATH -PROVIDE MINIMUM 0 = w R-2 = U� / // ,ii)-3 520 SQ FT R'2 i'•," O 0 / _ 1 FOOTCANDLE OF ILLUMINATED BY O I Z 71- 1.111 II [111 r11[[ui�u.11111 a 111r -, / / _'�`�" 200 GROSS A 1111 rT 1 / / - / EGRESS LIGHTING-SEE ELECTRICAL - UNIT TYPE 1 � _ _ _ // A / _ 3 R-2 C UNIT TYPE 1 : o // // 209 1 • - 309 • :::-‘>-s...k.,'Ill_ - / 518 SQ FT '" °` / 518 SQ FT 1 42 TOTAL OCCUPANT LOAD FROM ROOM Q ! / f OR SPACE W (n a. / / 1 • I' - 200 GROSS • /is / _ 200 GROSS .. 11 Ce 3 OCC. el. 3 OCC. = I 0 • 6i[1 r _ ;. .�.. .u.uJ OCCUPANT LOAD AT EXITCD I- R2 � . R-2 © - .J_J.J_- _.u.LJ.uL,.) 4, LLI_L_L.L_e.c.�. 11l1j ��, �,- 1i I O Z = - / UNIT TYPE 2 LAUNDRY JANITOR BIKE STORAGE �_ /- { / !' UNIT TYPE 2 LAUNDRY JANITOR BIKE STORAGE INDICATED LIGHTED EXIT SIGN, SEE ❑ ,; -, / _ 206 223 222 221 I. /o i_/ .7_2 / 306 323 L 322 ' 321 ' i ELECTRICAL FOR ADDITIONAL 2 r. r 1 / = Ark7.- / 1 INFORMATION © / - 517 SQ FT 123 SQ FT 47 SQ FT 82 SQ FT 1 = n 517 SQ FT 122 SQ FT 48 SQ FT 82 SQ FT C 02.07 ,I II / = 200 GROSS 300 GROSS 300 GROSS 300 GROSS 02.07 =1 1 1 / _� 200 GROSS 300 GROSS 300 GROSS 300 GROSS c • I- 11 / = 3 OCC. 1 OCC. 1 OCC. 1 OCC. . I- _, • 1 t .. I' / = 3 OCC. 1 OCC. 1 OCC. 1 OCC. FEC RATED FIRE EXTINGUISHER //O :1111111111111111711 Ir11r111111"l: /II ji [ Ir1/fr - R 2 Si- S 1 S 1 J_ -A I,�I rE 1I...AA., R 2 S 1 S'1 S 1 CABINET FI '� 11 • ,. II II 1 ` I - UNIT TYPE 2 l� 1• UNIT TYPE 2• _ / -/ %L• 207 II I / 307 ROOM NAME FIRE LIFE SAFETY- FLOOR U f:f' 1 ■ I� 1 PLANS 1,1 1.1 I a I I _ - 519 SQ FT ••. ,1 r 5 9 SO FT ' // �� / 200 GROSS ;.� -// 200 GROSS 1. ROOMS" �. - a 3 OCC. •- L-_ NV ''l 3 OCC. - ROOM NUMBER •J_J.L..._L... k. -' 2 . : �..._ + J__._IE_JJJ.J'_JJ:LI� - _I UNIT TYPE/ R-2 - NIT TYPE x7 `= r,�/�- R 2 101 ROOM AREA PROJECT NO. 208 III lt .. I - _ II •1 l i IF = I 99 SO FTS" 17055il J� 308 ��//r A/ - 100 NET/GROSS-IN OCCUPANCY LOAD 518 f FT ST ,,..f ! � /x j 519$0 FT "111 S .,�i✓ / _ �,.► L/ / 1 FACTOR 209 ROSS : l ,,, ` 200 GROSS 02 �,�/,,0 - 1• / k. s - 3 OCC. .I.r/. = Residential / 3 ROCC ;r-r 02 •' - I •---.::--•-•----:- 11 =-� �, � OCCUPANCY LOAD yC o 04.29.2019 L••1.. 1. _ /00741r:2"..40.4 �/!� d �7/�1 _ R 2 81111 TT7� f("Tr �1 11111IC 1111V , � 11!i. 1111110 1"" SPACE PER OSSC 00 '- REVISIONS:_# FUNCTION OF Q W A A • 014 1004.TABLE o F_ z c A Bid Set 04.29.19 III III 111111Z B Add. #1 05.20.19 USE & OCCUPANCY: Lch Q Z PRIMARY OCCUPANCY GROUPS(SEC. 302.1): co0 11 cc 1R-21 RESIDENTIAL(APARTMENTS) z 13 I- S-2 STORAGE(TRASH ROOM, MECH ROOM, BICYCLE STORAGE, JANITORS CLOSET, IT LAUNDRY ROOMS& UTILITY ROOMS) < N N ACCESSORY OCCUPANCIES (<10%OF FLOOR SF) z w FLS PLAN - LEVEL 2 c FLS PLAN - LEVEL 3 A-2 ASSEMBLY(COMMUNITY ROOM) 1C9 ii SCALE: 1" = 10'-0" SCALE: 1" = 10'-0" J B BUSINESS (MANAGER, RESIDENT Liia a SERVICES&OFFICES) 0 $ G2 . 05 z c) GENERAL NOTES: ,<, DO dike • 4 41. A. SEE SHEET G2.01-G2.03 FOR CODE SUMMARY INFORMATION N """ ' Y • "� ��: B. DAMPERS TO BE INSTALLED AS REQUIRED PER 2014 OSSC SECTION 717, WHERE DUCTS OR AIR TRANSFER * 1 r OPENINGS PENETRATE RATED ASSEMBLIES �' • ©• 0' ICON . C. MEANS OF EGRESS LIGHTING SHALL NOT BE LESS �� III I I THAN 1 FOOT CANDLE AT THE WALKING SURFACE. *OF 0 MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY 1 /, B AlkRATIO NOT OT EXCEED 40:1. IN THE EVENT OF A - �.. POWER SUPPLY FAILURE,AN EMERGENCY ELECTRICAL • •� G2.07 ti G2.07 SYSTEM SHALL AUTOMATICALLY ILLUMINATE THOSE U TO. PARAPET 1 EGRESS COMPONENTS IDENTIFIED IN 2014 OSSC LONGEST COMMON PATH OF B B 48'-6" ' SECTION 1006.3 FOR A MINIMUM OF 90 MIN. 0 o EGRESS TRAVEL= 102' 0" < 150' -..-.. aa, _ T.O. PARAPET 2 ILLUMINATION SHALL CONTINUE TO THE EXTERIOR �' i11111tt1tt1�1y111! PER SECTION 1014.3 } r ` 46 -0 LANDINGS OF ALL EGRESS DOORS. Ce vo X1111%1111111 I lari �� B.O. TRUSS UNITTYPE 4 ' - I 1 + _,i 41'-6" �-- D. IN ADDITION TO EXIT SIGN SHOWN ON FLS PLANS, 0 413:1111\111;11""'"1"::. 13J11 © PROVIDE EXIT SIGNS AS SHOWN ON THE ELECTRICAL i- ° + 632 SQ FT \111 G2.06 - _ 20'0'GQ0SS 1; „ DRAWINGS LV 0 co STORE. BUILDING TO BE SPRINKLERED THROUGHOUT PER 4 OCC:---.. '�--- EQUIP. ROOM - : I— ti U R-2 �- 425 I 424 1 - F.F. FOURTH FLOOR NFPA 13 WITH CLASS I, AUTOMATIC COMBINATION -- �' 3 �y LWL. LLL�1■"' , 95SQFT 1 I I I I I II I I 300 GROSS 300 GROSS 32 -6.. TERMSTAND ATE 0 THE ROOFPIPE SYSTEM. AT EAST ONE STANDPIPE TO = s,�'. 1 OCC. 1 OCC. ! U a� ct O ' + + • "-2 --2 R-2 F. ALL STEEL COLUMNS AND BEAMS SHALL BE -0 �� + 1��-. INDIVIDUALLY ENCASED WITH 1-HR RATED PROTECTION Qos SEE SHEET G3.05). ALL BEAM II- © - r 1`�, • 7 I 1 F.F. - -3 LAYERS OF TYPE C GYPSUM WALL BOARD SO AS TO(2) Q `r _ `I„iL y L++y I 11 I I I I I I CONNECTIONS SHALL(BE WRAPPED WITH THE SAME ~ o 1,11 1 111 ..._ 11 1 . G2.06 �111r111i1 ,. — _ `+ It s ./ Pr / I MAINTAIN THE CONTINUITY OF THE INDIVIDUAL Q o — = o l ' UNIT TYPE 1 �_ UNIT TYPE 1 UNIT TYPE-I _ ENCASEMENT _ �„`� 401 I'I[A.% �_ 402 403 - - �' ty'; yrs- /” s 1 1 519 SQ FT 1 516 SQ FT 512,SQ FT = G. SEE SHEETS G3.01 - G3.04 FOR RATED WALL AND Z _ __ _ F.F. SECOND FLOOR _. c � 200 GROSS . - = 200 GROSS i 200 GR• S = - I 1 I I I I I I I I I 12' -0" HORIZONTAL ASSEMBLIES 0 a� c" `�taiaa� ii-',um - 30CC. _ 30CC. :I = ■ / 30'C. = ��I ' N Ilrl•1 / / I . m �� UNIT TYPE 1 !'t j ! ▪ R-2 /9. A'''''4.711=_ R 2 = _ -2 _ _ _ W cv412 i !/ - " ,} l■= = LEGEND: a 519 SQ FT !: , + ~ - :r .1�' :■ i i / ■ 1 - /E\3 C CC o- `� r� ‘.' 200 GROSS 00/ "' _ _ - I ■ - -� 01 I Ii 3 OCC. - j ,R I / 11 ._ _- F.F. GROUND FLOOR suu 1m all ii o-u!m sr�io 1111;14 uu mi 1 HR FIRE ASSEMBLY o R-2 X41, �1}11111 _ 1 - �` _ !■�_. ( '._ i` _,__, f/ II �`��,. = 0'-0" i • R 2 DWELLING UNIT °° 1,111 11"14'' 1 i - / 'az AN / -•• illi •is- - 1.- MI♦ - V 1 ,Ii1 _ ,riiiiIiiii 11 u11111.111C /j' _1r111111151r 1i' 11 11 111111111111 _111UIriiiii 11 11ii:r111rr1-r ima1111111111111 HORIZONTAL ASSEMBLY •UNIT TYPE 3 e- „4 A/ /01,41,,A1/4i 4 ; ri C SEP TI•, PER 114 O Are r 'i / I SECTION-711. UI ir� /- BUILDING ELEMENTS FOR TYP; 411 /� - 544 SQ FT ,, _ :f/�f1 . / ''r r •''11 A i 1 1 11111 l A r 1 i 'SEMENT VB CONSTRUCTION PER 2014 z �_ nom - - F -9' -0" OSSC TABLE 601 &TABLE 602 200 GROSS �� /_ sir t; _ (I) 3 OCC. - . - _ �_� / : 1-HR FIRE PARTITION O - J I► -- 111 I I W _1 'L lg R-2 DW�LLING,UNIT VfrRTICA �I —s © . I L_ - .. / I r OTHER ADJACENT DWELL[ N. ,1= / lE ■ - ---.. 1 UNITS&OCCUPANCIES PER 2014 w G2A7 w1_1w 11 11 1T ,,� UMITfiYPE6 = 191111111tt11111 FLS - EAST-WEST SECTION THROUGH COMMUNITY ROOM OSSC SECTION CO m II II (f= '0 --------------- _ / / 404 = I (4.7]-.0, -es:_ --..-. _ / / 566 SQ FT ,! 2� SCALE: 1" = 10,_0,. 0 0 < Ermimim 2-HR FIRE BARRIER C 0 ❑ ry / 200 GROSS '1 c 1111 , � �• =/ ,� \\ SHAFT ENCLOSURES _ _ / _ 3 OCC. -'/ N' CONNECTING FOUR STORIES 2 � O �+1 \ / R 2 OR MORE PER 2014 OSSC Q II -• 1■aa� 11.1 16: 1r111ti ' 111 .. fi 1 r-11 .� O CSECTION 707.3.1 r n L.L 'aF / __ • INTERIOR EXIT STAIRWAYS& V 0 LL {" 1relPV Q� `�`� �� UNIT TYPE 1 EXIT ACCESS STAIRWAYS I- -7 / ti / - 5 CONNECTING FOUR STORIES Y ~ W I— li-7 Us4 UNIT TYPE 1 pl_ / � \ L405 1 C ��` OR MORE PER 2014 OSSC W > LL (f 41fl ,, �.. �_ / _� O - 521 SQ FT �. E SECTIONS 1009.3.1.2& 1022.2 W O 519 SQ FT cc,�� = O� 200 GROSS s /� ) B C 2 200 GROSS 44.0 v / .I •�P0 3 OCC. �__ G2.07; _ ♦ PATH OF EGRESS OR EXIT DISCHARGE, V 11- m R2 AS NOTED 3 OCC. . - 111iy1 v iITIQII[L711.11.1 it i Y �-: GENERAL NOTES. ► 40 4 eA A. SEE SHEET G2.01-G2.03 FOR CODE SUMMARY INFORMATION N� I irk • y .� tei �7AA c>BB CG' B ` D , ( E fF) ( GF.f IB. DAMPERS TO BE INSTALLED AS REQUIRED PER 2014 \�/ 2 / \ ` 3 OSSC SECTION 717, WHERE DUCTS OR AIR TRANSFER • rJ �� i ,G2.07 62.07 I OPENINGS PENETRATE RATED ASSEMBLIES \ F, a Gay \ ' I I A3\ C. MEANS OF EGRESS LIGHTING SHALL NOT BE LESS 2918 e' THAN 1 FOOT CANDLE AT THE WALKING SURFACE. 40, 0165 T.O. PARAPET 1 - - - . - MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY B i i — `• 48' -6" } RATIO NOT OT EXCEED 40:1. N THE EVENT OF A - . I - . , . _. , ' _- r. - i - - T.O. PARAPPET� _ POWER SUPPLY FAILURE, ANEMERGENCYELECTRICAL i i f SYSTEM SHALL AUTOMATICALLY ILLUMINATE THOSE V • k ' i i ' y K • (% ' B.O. TRUSS r EGRESS COMPONENTS IDENTIFIED IN 2014 SSC E ,, ,1 ! O 41'-6" } , SECTION 1006.3 FORA MINIMUM OF 90 MIN. . a i ILLUMINATION SHALL CONTINUE TO THE EXTERIOR A LANDINGS OF ALL EGRESS DOORS. W D. IN ADDITION TO EXIT SIGN SHOWN ON FLS PLANS, _ C • I • F.F. FOURTH FLOOR PROVIDE EXIT SIGNS AS SHOWN ON THE ELECTRICAL I I I I I I I I I I 1 i i 1 I I I i i i I I , I I I I I I I I I , I I I I I I I 1 + 1 i 1 + I I + I I I I _ 32' -6" DRAWINGS (..) a) N i III O co E. BUILDING TO BE SPRINKLERED THROUGHOUT PER I- R-2 NFPA 13 WITH CLASS I, AUTOMATIC COMBINATION - 0 3 - STANDPIPE SYSTEM. AT LEAST ONE STANDPIPE TO F.F. THIRD FLOOR , TERMINATE ON THE ROOF V 22'-3" ,-- a, o k F. ALL STEEL COLUMNS AND BEAMS SHALL BE a INDIVIDUALLY ENCASED WITH 1-HR RATED PROTECTION Q ro PER 2014 OSSC 704.3 (SEE SHEET G3.05). ALL BEAM CONNECTIONS SHALL BE WRAPPED WITH THE SAME (2) LAYERS OF TYPE 'C'GYPSUM WALL BOARD SO AS TO a F.F. SECOND FLOOR MAINTAIN THE CONTINUITY OF THE INDIVIDUAL Q o I I I i I I I I I I 12'-0" ENCASEMENT 2 0 I G. SEE SHEETS G3.01 - G3.04 FOR RATED WALL AND Z ' HORIZONTAL ASSEMBLIES 0 m " ' 1- c6 N 1Lill s F.F. GROUND FLOOR LEGEND: J 0 "' 0'-0" 1- Y V V / \'Y / �r . Y V Y Cr) S-1 in uu u�i IR IT nu III III III uu IP III II 1-HR FIRE ASSEMBLY V e� a ' • R-2 DWELLING UNIT °D "' F.F..IIIIIlllI ; lll1' BASEMENT -,- HORIZONTAL ASSEMBLY -9. -a' SEPARATION PER 2014 OSSC SECTION 711.3 rr nn • BUILDING ELEMENTS FOR TYPE V VB CONSTRUCTION PER 2014 Z OSSC TABLE 601 &TABLE 602 0 t• . 1 1 CI zrnimenin 1-HR FIRE PARTITION O • R-2 DWELLING UNIT VERTICAL SEPARATION WALL FROM (\J OTHER ADJACENT DWELLING I` in • UNITS &OCCUPANCIES PER 2014 1 O) J FLS - NORTH-SOUTH SECTION THROUGH CORRIDOR OSSC SECTION 420.2 Z m k iiSCALE: 1" = 10'-0" 2-HR FIRE BARRIER 0 0 < 1 • SHAFT ENCLOSURES 2 0 ry CONNECTING FOUR STORIES LL OR MORE PER 2014 OSSC 0 0 0 SECTION 707.3.1 llD • INTERIOR EXIT STAIRWAYS & U V LL EXIT ACCESS STAIRWAYS I- A(- ' CONNECTING FOUR STORIES ~ <y Ui OR MORE PER 2014 OSSC W LL �� -_ �� / --` _ - -` SECTIONS 1009-3.1.2 & 1022.2 LLI §U 0Li- CI 1 ,_.,2__, )t 3 5 8 J ` 10 ( 1 ) 2 3 i. 5 1 <- - -ATH • EG- 850- EXIT • SCHA-GE, CO �., �� .� - __ ___ AS NOTED 11 T � i 1 3 1B V B t52 07 G2 O6 ' B EGRESS PATH PROVIDE MINIMUM z G2.07 B 1 FOOTCANDLE OF ILLUMINATED BY 0 _� _ i. T.O. PARAPET 1 --},.d A _- _ _. _-T.O. PARAPET 1 ,r, EGRESS LIGHTING -SEE ELECTRICAL Ce OW r - r•- rCO H r ,_ �1* Li 48 6 48 -6 �_. I ' ' ._. + T.O. PARAPET 2 _ T.O. PARAPET 2 ❑ LU J I 46'-0"" i r' �"'"' i 46' -0" TOTAL OCCUPANT LOAD FROM ROOM 1 __. ( r 4 42 OR SPACE - (Io - i,- - . ._ -k_J- _)- _)- _)-)- .),--i }J ' -‹>-). _,,.-1 B.O. TRUSS .:‘ I B.O. TRUSS w; A -' A 0 OCCUPANT LOAD AT EXIT r Z lik,:a, ' : *_.„ ' 'II S-1 — _::- : _ _ INDICATED LIGHTED EXIT SIGN, SEE �-` _ : ELECTRICAL FOR ADDITIONAL F F. FOURTH FLOOR ^, _ F.F. FOURTH FLOOR _, I i i I I I I I I I_" _ I I I I I I I I I I I I I- I I I I I I I I I I I I I ; 32' -6" ,- I I I I I I I I I I ' ' . I I I I I i I I 32'-6" `-- INFORMATION 2 R-2 = S-1 R-2 R-2 FEC RATED FIRE EXTINGUISHER U r II - CABINET F.F.THIRD FLOOR = F_F. THIRD FLOOR ;, - — - �, i r� ROOM NAME FIRE LIFE SAFETY SECTIONS 1 1 1 1 1 1 1 1 1 1_�. 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 1 1 1 22'-3 I I I I I I I I I I-�_ 1 1 I i i i i i - 22 -3" &ANALYSIS - = = _ ROOM' ROOM NUMBER S-1 = _ ! 1 101 �. - ROOM AREA PROJECT NO. - : " - 17055 F.F. SECOND FLOOR = : F.F. SECOND FLOOR j_;, 99 SQ FTS I ii I I I I �_ _ I I I I I I I I �I I I I i I I I I i I I I I I I I : 12'-0" ' 1 I I I I I I I I I I ' I I I I I I I I 12' -0" - 100 NET/GROSS-4 OCCUPANCY LOAD w 1 -. FACTOR I = - • _ Residentiaa - Z 04.29.2019 - " OCCUPANCY LOAD X oS-1 S-1 _ S-1 B = � 1- Na M r Cn - I _ FUNCTION of a aiSPACEPER OSSC REVISIONS: # ■ -' - = i - F.F. GROUND FLOOR _ = F.F. GROUND FLOOR _ I I I I I I I I I I I 0'-0" 0' 0`' +' '� 2014 TABLE +- 11111111111111.1111111 1004.1.2 ; A Bid Set 04.29.19 Z ? B Add. #1 05.20.19 & w a F.F. BASEMENT .- .__ F.F. BASEMENT • USE OCCUPANCY: w -9'-0" -9'-0.. Q S''' U o PRIMARY OCCUPANCY GROUPS(SEC. 302.1): u) 0 LL it 1R-2 RESIDENTIAL(APARTMENTS) < r S-2 STORAGE (TRASH ROOM, MECH ROOM, w a BICYCLE STORAGE, JANITORS CLOSET, rx 1E LAUNDRY ROOMS& UTILITY ROOMS) z 010 ACCESSORY OCCUPANCIES (<10%OF FLOOR SF) Z w FLS - EAST - WEST SECTION THROUGH ELEVATOR SHAFT FLS - EAST-WEST SECTION THROUGH UNITS A-2 ASSEMBLY(COMMUNITYROOM) g Elx SCALE: 1" = 10'-0" Vii' SCALE: 1" = 10'-0" � B BUSINESS(MANAGER, RESIDENT I- G2 . 07 SERVICES&OFFICES) Z0 o GRID GRID GRID ASSEMBLY NOTES: GENERAL NOTES: 4Stg 'Cl.ek A II Nii= ■■■■a ■■ \ \ _■■■_:. , 4 NOTE: BASED ON GA-600-2018 A. CONFORM TO DETAILED REQUIREMENTS OF ` �■rrr: rrr��N \`. -_ • l 518"TYPE X' GYPSUM ' -�■ k L -___ 518"TYPE 'X' GYPSUM DESIGNATED TESTING AUTHORITY NUMBERS AT RATED ND. r i N en 04 518"TYPE X GYPSUM si■_ _ :_iii uii: i�iii _■■ BOARD ■r*i ia■ �■ �!■�■■■ BOARD III ■a■_ Il _■■■ BOARD ASSEMBLIES. WALLS DESIGNATED AS"BASED ON"VARY lll�■ii_ui -- i i =r. - lllNirr� i■r _-__ GA FILE NO. WP 3614: GENERIC ■r_■ra_a �■a_■■■_■ (AS NOTED IN PARENTHESIS)WHERE DEVIATION I_ ■■_i■■ '. r�inll ., = VAPOR RETARDER -asi■ _- - VAPOR RETARDER * • __ ;� II VAPOR RETARDER 1IPIUI'ijH OCCURS: f BLOWN-IN INSULATION IIII -::: -_ --� BLOWN-IN INSULATIONI - _ - VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH r�r-■ -IMI '" --- SHEATHING '' -iiii'll�llli,•i _ SHEATHING SIDE OF 2X4 WOOD STUDS 16" O.C. WITH 1-114" TYPE W SCREWS 12" B. ASSEMBLY COMPONENTS SHOWN REFLECT THE MAJOR inStiktO ■■■ BLOWN-1N INSULATION i ■■:_ra �l■■_a■r_ �l O.C. CONSTRUCTION MATERIALS,ADDITIONAL AND IIL..■_i . l I _-_ ��1 fi - : -_____ IIL..:�a..■■�lil _-__= o ■■i_iii_ GLASS MAT FACED i■■sss■s■sssIIIC ALTERNATIVE MATERIALS AND/OR CONSTRUCTION a■■_a■ I�I� ■■■_■■ i _= GLASS MAT FACED SHEATHING i_r ■■ ri■ -■■ �I u■■ �i■_i: \. - , FIBER-GYPSUM ■a_arr FIBER-GYPSUM JOINTS STAGGERED 24"ON OPPOSITE SIDES. (LOAD BEARING) METHODS MAY BE INDICATED IN REFERENCED ILII_■:■_■■ N 1 Ill !i E -_ SHEATHING : Il�ll .._... f -_-_ . ■■■ ■■■ ar_■■■_■ - - ! - - - ■■_:::�:■■ - - __ _. SHEATHING ASSEMBLIES. ■�■■, loll GLASS-MAT FACED • =;',• ll _ }- -- j . IC-rr —jell - DESIGN VARIATIONS: 0 t. lll�ll--rr' FIBER GYPSUM +�- WRB III�IIi'�■'r -• -,:-:,.:t-_-_-_-ii { _ �, C. STAGGER VERTICAL AND HORIZONTAL JOINTS OF E r■a_rii AMP. s 1 112" MINERAL WOOL ■,ri■■■■■■s■■ +t 1 112 MINERAL WOOL NOTE: EITHER FACED OR UNFACEb MINERAL FIBER, GLASS a :_. _ - _' _- - II C_- GYPSUM BOARD IN ALL CONDITIONS OF DOUBLE LAYER o ■■ �lia \ -- ■'■_i l - - - - , �irr Ali:_, 1 \ I I / INSULATION INSULATION FIBER, OR CELLULOSE FIBER INSULATION OF A THICKNESS GYPSUM BOARD CONSTRUCTION, UNLESS OTHERWISE U .�' I WOOD STUDS "` ;:r__ f W y -_-__-__- WOOD STUDS NOT EXCEEDED BY CAVITY DEPTH IS PERMITTED. NOTED. L s'L WOOD STUDS RETARDED ALLOWED PER GA MANUAL EXPLANATORY lf -VAPOR CC m ;" '• - -+ 314" P.T. FURRING AT 111 -__ 1/4" SHIM ■■ _■■■ f NOTE#14. „ �I _ ■sr ■■■_ II _s 114 SHIM D. STRUCTURAL, FIRE RESISTIVE AND SOUNDS RESISTIVE c I ��i ',..•,,,\ ': T 1fi O.C. ' '' 11.1 1 1 .'.-r-_-_- i- ■■1_■■• IIIc a '\‘\•'•----..1 ,- - NOTE: INDICATED STUD SPACINGS ARE MAXIMUMS. INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS 1- _■■ . _ ��ss.■■■ �■■■s.■■■•\ `_ _ GREATER STUD SIZES (DEPTH)ALLOWED PER GA MANUAL _ 314" HORIZONTAL P.T. II ' "' sl 314" HORIZONTAL P.T. FOR ELECTICAL, MECHANICAL, PLUMBING,AND m WRB ll ll�■■_ai • FURRING AT 16" O.C. ■■_■■■_■ EXPLANATORY NOTE#18. U L 4, C_ rum :`■_ II_ --.--- ..: :C■r■ ILII FURRING AT 16" O.C. NOTE: THE LENGTH OF THE GYPSUM BOARD FASTENER CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE W o Ill MUM - - �- ...al.. -_ _ IN ACCORDANCE WITH THE REQUIREMENTS OF THE `� 111 s 1 112" MINERAL WOOL ■ ��— 1x6 VERTICAL T&G Illi■■_rrr SHALL BE INCREASED BY THE THICKNESS OF THE v - INSULATION •_-; r ■■�■■■�■Il •.,..\\ =_ 1x6 VERTICAL T&G II \ MINNOW _sa■_air -1 GOVERNING CODES, AUTHORITIES OR OWNER �■_■ ■■ \-:::.:I__-___-__ iir■ �� SIDING Irr ii_ -_ - �i SIDING PLYWOOD rn • � . - �a \ ;. i MVO' I . ... ■ _ _ _ ✓ REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. c 3 -:;•• Kr iii - - - _ - -`•" - - - / • - ll�i■_r■■_ •:-'•1- _-- SHEATHING. = 0 „pm •r ___ -- FIBER CEMENT LAP s = :r_ r■_a f_-_---_-- 3-r. FURRED SPACE TO �!1 11i ■■�I STRUCTURAL SHEATHING ALLOWED PER GA MANUAL ■■s ss� :.: SIDING ` "r IIL�I■■_ 1 ACCOMODATE RIGID ■■■■VIII .CII '- __ _ EXPLANATORY NOTE#24&#25. E. WHERE LARGER STUD OR FURRING ARE REQUIRED TO _ II■7 a■:_■■r _ _ / INSULATION AT BASE IIL ■r_■■■_aCe 0 I� ■■■ ■■■� \- a■■_■■■ l. COVER DUCTS, PIPING CONDUIT, ETC., THE LARGER ' __ • :Ci::r�r-�lll _ OF WALL ■■a_■■• lliUilr\` - — STUD SIZE OR FURRING SHALL BE PROVIDED AND c _s■ i •IIS _i■i II i■_■■■ SHALL EXTEND THE FULL SURFACE OF THE WALL `9 _T i■r� rrr _::: _ 518" TYPE'X' GYPSUM • ll■rCiii�rrr OSSC TABLE 722.2.1.1: I� f T- ---- . ■■■tea■■ s,.,r,■i��,■ _ __ LENGTH AND HEIGHT WHERE THE FURRING OCCURS. F- ; ■■_ ■■■_ BOARD _■■■ - - - - �_ I■i_ 111 _r- Ill►:.!:C ll' -- TIME ASSIGNED TO CAST-IN-PLACE OR PRECAST CONCRETE Ce 4 �i■■ _ - --- ,1..�. �'-�- = Illi■a . _ _ WALLS, LOAD-BEARING OR NONLOAD-BEARING- SILICEOUS OR F. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE Q _ INT �^ EXT INT EXT INT EXT CARBONATE AGGREGATE CONCRETE WITH A MINIMUM THICKNESS INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS = o OF 3-5 OR 3.2 INCHES (RESPECTIVELY): 1 HOUR FOR ELECTRICAL, MECHANICAL, PLUMBING,AND , NDUITS, PIPES AND SIMILAR SYSTEMS AND IS TA - EXTERIOR WALL (1 -HR) B - EXTERIOR WALL (1 -HR) C - EXTERIOR WALL (1 -HR) C IN ACCORDANCE WITH THE REQUIREMENTS OF THE BE Z c N GOVERNING CODES,AUTHORITIES OR OWNER O > ,r, BASED ON GA FILE NO, WP 3614 BASED ON GA FILE NO. WP 3614 BASED ON GA FILE NO. WP 3614 OSSC TABLE 722.2.1.4(21:, REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. o N 1- HOUR FIRE RESISTANCE RATING 1- HOUR FIRE RESISTANCE RATING 1- HOUR FIRE RESISTANCE RATING W w N TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF o CD WALL-518 INCH TYPE X GYPSUM: 40 MIN. J - GRID GRID GRID O N N ie 5 1/2" 4" -1 Q o co TABLE 722.6.2111: co u' . • - '. - _. .'.1:- - '".- '-...4 -4 . ,-I_ ' . i\i/ l■i_■ 1 °a - 1 II , - I \.-,H 'r 1 IM.!.■::• •1j�lll_ . 1 - TIME ASSIGNED TO WALLBOARD MEMBRANES 518 INCH TYPE'X' - r■■_■■■ ° < ° _ GYPSUM WALLBOARD: 40 MIN. jjj •U ■■__-_ !: " = ; e WOOD STUDS7- WOOD STUDSI WOOD STUDS LEGEND: _,__,_,........1.-- Ill Ill ■ NOTE A: THESE VALUES APPLY ONLY WHEN MEMBRANES ARE ■■■ _ i_■ -= 518"TYPE 'X' GYPSUM i i � � � i i i I I I ream •• - _Z :. ll $° :. " - 'g■HiClll■■1'r'�r■Il ■s■CII: N''' _-_ BOARD um ■_a■a 518"TYPE 'X' GYPSUM INSTALLED ON FRAMING MEMBERS WHICH ARE SPACES 16 INCHES i_ - -d° - „ ■�:rr_: IIIIL ir_i■r_■ / ' srllll6 r■_ •■_■lull BOARD ,, ° 51$ TYPE 'X' GYPSUM =ram rr■_ar■ __ r■■_■ O.C. OR LESS. III■■.,_■■■_ I f ■■■_■■■_ ■■■ WALL ASSEMBLY TYPE PRIMARY COMPONENT ❑ 8 ,� . "l - . o - BOARD �i I ■::_ - - VAPOR RETARDER • �ll■ ■■■ ■■ Il■_■r■ - VAPOR RETARDER a'• _ <. _ • ■■_■�� i■u_■ ■ a■■_a 1 LETTER: EXT. WALL TYPE 2 2.112 STUD ° - 4,-° - m _ 11'x_■■i• SII ll 11 - -__ a■■ Il _ia isi I 1 NOTE B: GYPSUM WALLBOARD INSTALLED OVER FRAMING OR C� O I� •° " ll�■ , ■i_■■■ -_ I �l ■■■_■■ fsi NUMBER: INT. WALL TYPE 3 3 112" STUD d VAPOR RETARDER 111.11"14111"1.11411111111 � ___ � _ _ r ■s_■rr■s■r BLOWN-IN INSULATION FURRING SHALL BE INSTALLED SO THAT ALL EDGES ARE N ■■ rr■_■■■_■ ■:■wrla■■ ■�� r■a ■ha , , _ Rl ■r_ ' - - BLOWN IN INSULATION Ho 111 ■ d " e R ■■■_■riffs ■■■i■■ r % u■ ■■■_ mime 5 5-112" STUD �■ 4 - _■u_n; III r_■ii_■: _ 11111.11101......lll� r ■ _ii SUPPORETED, EXCEPT 518 INCH TYPE 'X' GYPSUM WALLBOARD N _off ■w_ir■ !�� ■■■_a■■ \ :" - - i■ ■■■ ■■■ - - . 1 7 7-114" STUD . n_i II ■._r■■aw■■ ll / Mir ■ II - SHEATHING SHALL BE PERMITTED TO BE INSTALLED HORIZONTALLY WITH THE i - W ff_rrr d ■■ lIi' I_i■■■_■■■ Ill _ = 1l ■w ��_■■■ Illi "_ 9 9 114" STUD ■ BLOWN IN INSULATION ■■ni�■io■ ■r■ / i . I _ ■i■■�■■"'�'■ - - - ■�'�'_*Ilp ■■_■■■� s GLASS-MAT FACED HORZONTAL JOINTS STAGGERED 24 INCHES EACH SIDE AND , J • Vie. . d °° '=::1■'�'i■■■ Ill ��l -_ •` : as ll■_■■: IIC l UNSUPPORTED, BUT FINISHED 13 5-112;AND CO I a d i.4 314" CONTINUOUS -r Illl�■ia■_■w■ Nil �` {_--_- ill ■■■_■■■ i liii• - FIBER-GYPSUM DESIGNATOR 7 114 STUD z w m ■■i . - , . ° . ::--:r■_■ ..:: - _ _ s •114" SHIM ■ +. -- - SHEATHING • RIGID INSULATION J / ill • 1 O O a 1111.11 -_ !rIAhIil - :."'" ■' Il��l:� 'C.rs- /1 OSSC TABLE 72262 (2)• : , WALL �! II - % i:i 111 — PT. FURNG AT _� 11...::: iiiijUISHEATHING l Ilj ■■i . ai ■rmi■ \ 16" O.C. TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME-WOOD X SEE ASSEMBLY 0 ■ d • — 1 191111! -, _--v GLASS-MAT FACED I.1-■a■� STUDS 16 INCHES O.C. :20 MIN. 0 Q LL �1rr - _d. WATERPROOFING '.Ili=iii ■ ll ..._•_,4- _ FIBER-GYPSUM ■i_ii lllm�l� I --- WRB L) D_ 11 ..l a a. rr■_rw ■r ■■_■■i r ■■_■ I m ■■_a r _ ' __ SHEATHING Il�■ff_■■■ I W d. ll ■■" ■■■ II ■i■ / :, l ■■a_■■■ s - 1 112" MINERAL WOOL NOTE A: THIS DOES NOT APPLY TO STUDS OR JOISTS SPACED I— ff - a e 'aP - - � _ -� DRAINAGE MAT �Ir■ ran�■ / . .■_ir■_r ��IIIC l � ��i '_■■■ l ' � MORE THAN 16 INCHES O.C. Y `°' .•, a.d (AT BELOW GRADE I'1I� i '� �� WRB �"`lll�ll RIGID BOARD W L.L. ■i�ri ■ ii ie i_ii■ ■ • REQUIRED FIRE - - WALL INSULATION - r r:_ffirii_ii■ ■ ti INSULATION 1 ° PORTIONS) �■■ ■r _■ �■■ 1_-_-_.„0_,/_.- 1 112" MINERAL WOOL ■■�■■■■■■■Il ��ll RESISTANCE RATING _ 0 II ° a on ■ ■■l l�_■■■ _�*:_■■■■l NOTE B: ALL STUDS SHALL BE NOMINAL 2X4. NON-INSULATED LLJ — ,_ :."a _ I ■ii_■.l 1 _ / INSULATION ' IIL■■ila ■_■ � s — FIBER CEMENT LAP NON-RATED A ACOUSTIC CC .. `S- _' - :r■ �I�i■::r_ II�_ ::'::.'Fl---; 1 1 ::��ir::rr� ll� 111 SIDING 1 1 HOUR" ° L ■■= Ill ■■_ ■■_■■■ l ■i■ ■■ T THERMAL r ♦ • ■■■_■ 1 ■ ■■iiC 2 2 HOUR U (/� I. lllill 11C111.1 .'- 'f-1--_ 314" HORIZONTAL P T. ■■■ ll i_i■r_rr A', n■i iff■_iffiOSSC TABLE 722.6.2 (51 ■ ■ ■r :ff■_i _ _ - / !liff �: 3 3 HOUR * FOR THICKNESS W pillll n - - N. •'' "' •ii mon. ■��■ar !IL.. _ _-_ � FURRING AT 16" O.C. - ll�a■r Illi • :B r J' isi_■ -. / :■a_■ar AND R-VALUE, SEE = W a, i ill q ° • IC111 . -_ :+:err TIME ASSIGNED FOR ADDITIONAL PROTECTION ADD TO THE FIRE V �„ ii■ ■■i •,Q. ar_i ��I��I __ -- 1x6 VERTICAL T&G ■■ww■■■amoi II ASSEMBLY TYPE z■■rr■■_ - - ° :n °I - -.- ■r l• '_IIsi_ ■ IF _iii_ii■ _ O■ 4 ■■+mu: SIDING • I ■■■_r■■ lllii_ RESISTANCE RATING OF WOOD STUD WALLS IF THE SPACES 111 - ■laa_■■ri_I. Ill■ff_■■■ '. -- - — .. 1r_■a■_■ 's■_■■■� CO BETWEEN THE STUDS ARE COMPLETELY FILLED WITH CELLULOSE W c INT I EXT INT 1, EXT INT 1 EXT INSULATION HAVING A NOMINAL DENSITY NOT LESS THAN 2.6CIcc POUNDS PER CUBIC FOOT: 15 MIN W D - EXTERIOR WALL (1 -HR) E - EXTERIOR WALL (1 -HR) F - EXTERIOR WALL (1 HR) w a. BASED ON OSSC TABLE 722.2.1.1, TABLE 722.2.1.4 (2) BASED ON OSSC TABLE 722.6.2(1), 722.6.2 (2), 722.6.2 (5) BASED ON OSSC TABLE 722.6.2(1), 722.6.2 (2), 722.6.2 (5) UL DESIGN NO.Y624: s::), 1- HOUR FIRE RESISTANCE RATING 1- HOUR FIRE RESISTANCE RATING 1- HOUR FIRE RESISTANCE RATING 40 1. STEEL TUBE COLUMN -STEEL RECTANGULAR TUBE OR PIPE Z GRID GRID COLUMNS WITH THE MINIMUM SIZES AS DEFINED IN THE DESIGN r- D TABLE. C 5 1/2" / 4" CIII:1D i' 2. PRIMER COATING -50 MICRON (2 MIL) THICKNESS OF AN EPDXY G /\/ - . PRIMER 100 MICRON (4 MIL) THICKNESS OFA MODIFIED ALKYD 0 ■■� m a Fla ir�r■■■I ■■ai=� PRIMER OR 50 MICRON (2 MIL) OF AN ACRYLIC PRIMER. .. . . . ° IIL .._a.._. �. I _ 0 _ R 518"TYPE 'X' GYPSUM ■■ ■ 3. MASTIC & INTUMESCENT COATING"- COATING SPRAY OR BRUSH a : - ■ ■r_■r■r I , a.4 `. aI. ll il_■■■_■.:i I _-= BOARD APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S ■■■ . - i^ FM l - INSTRUCTIONS AT THE MINIMUM AVERAGE DRY THICKNESS VERTICAL ASSEMBLIES 4 I - d R l ■■■ - _ VAPOR RETARDER -EXTERIOR _ a < ' 518"TYPE 'X' GYPSUM r3 ■_■■■m SHOWN IN THE THICKNESS BELOW. THE THICKNESS SHOWN DOES °° • • -- I ■■■■■�rsCrr■ NOT INCLUDE PRIMER THICKNESS. ■■■ < °a d"� a °-. BOARD l_iii_ ii �- ■■■ -0, C'r■ �lL■ . _ BLOWN IN I;.OM ., {{p - VAPOR RETARDER I. ' Illi■:_I . _ t -- INSULATION d _ - I - c ■_■■■_■a I. - - • mom • i.._■.■ PROJECT NO. ° _ ° ' al a a .° r IC:::—rll�!!; 0 { - 17055 ■■ .a . ° IIII rri ii /i ii i/ ii I } II �� s . . . • °a .' I 2" CONTINUOUS RIGID fI �/ 1--- ■■■ I° INSULATION I _ __ i. ■■■ 4. a •' - ,. HSS STEEL COLUMN 04.29.2019 [ ■■■ ' " . °<1 ATTACHED WITH Z 1 WITH PRIMER. SEE X ■■■ . , GIRTS. Z GIRTS TO BE ;.- L; ° STRUCTURAL DWGS 61 CONCRETE WALL �� ATTACHED TO I/ � Q tfJ • • I: CONCRETE OVER '% a I REVISIONS:n j ■ - °, . d• _ • .� ,- , NEOPRENE GASKETS i w o ° I: .` . ;4.4- • 4. • II / PROPRIETARY z ' ■■■ ,: ■■ ! i' `� 1 A Bid Set 04.29"19 I ■■� A; ,, r INTUMESCENT PAINT ■�■ t i I ■u ■iir ■ I a' e ■■■ _' , k _ 4. 's - CONCRETE NCRETE STEM s■_■■llll�lll FOR FULL HEIGHT OF �� "" ALL il�ji ■■_all: COLUMN, THICKNESS _ o ■■■ a 4 - + "a 'rlrlilirmii'_i■■ / FOR 60 MINUTES OF �2 I!! I : : • ■■■_lll�ll l FIRE RESISTANCE w w a'• ; ■■■ ° ° d - it:r_ ! :ii PERIOD J o a■■_a■■ ' �I..MEN , d< -° • . . .° Illrlrrirr�_■■■■l CO d a 4 r' IIII■,IIL ■r_ � W ■■■ ° ■■■_■■■ III�I / ■■■ - a 111.11:=111=1 ■■.lull _■■ w e . mum■■■ ° . °,+ I"° -. •° a.- —10=w—will.IIL ■■: I INT V EXTINTu) EXT INT EXT z a W G - EXTERIOR WALL (1 -HR) H - EXTERIOR WALL (1 -HR) CM1 - COLUMN ASSEMBLY (1 -HR) gEl BASED ON OSSC TABLE 722.2.1.1 BASED ON OSSC TABLE 722.2.1.1, TABLE 722.2.1.4 (2) BASED ON UL DESIGN NO. Y624 0 2 Lii 1- HOUR FIRE RESISTANCE RATING 1- HOUR FIRE RESISTANCE RATING 1- HOUR FIRE RESISTANCE RATING ~O ›.- 2 01 Z 8 ASSEMBLY NOTES: GENERAL NOTES: DAb 4 -,,,A p NOTE: BASED ON GA-600-2018 A. CONFORM TO DETAILED REQUIREMENTS OF .4 tri 1 ; Y _ GA FILE NO. WP 3243: GENERIC DESIGNATED TESTING AUTHORITY NUMBERS AT RATED � �� y • ; ; RESILIENT CHANNELS 24" O.C. ATTACHED AT RIGHT ANGLES TO ASSEMBLIES. WALLS DESIGNATED AS "BASED ON"VARY s ) s 518" TYPE 'X' GYPSUM -.Es 518"TYPE'X' GYPSUM W ONE SIDE OF 2 x 4 WOOD STUDS 24"O.C. WITH 1-114"TYPE S (AS NOTED IN PARENTHESIS)WHERE DEVIATION BOARD • BOARD (2) LAYERS + OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO WALLBOARDDRYWALL SCREWS. ONE LAYER 5/8"TYPE X GYPSUM OCCURS. • i [�� Q GQN WHERE 1 HOUR RATING s 5/8"TYPE'X' GYPSUM BOARD IS REQUIRED � CHANNELS WITH 1"TYPE S DRYWALL SCREWS 8"O.C. WITH B. ASSEMBLY COMPONENTS SHOWN REFLECT THE MAJORti, 2918Z ' - W - ° s SHEATHING, PER STRUCTURAL VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS. 3" MINERAL CONSTRUCTION MATERIALS; ADDITIONAL AND OR GLASS FIBER INSULATION IN STUD SPACE. ALTERNATIVE MATERIALS AND/OR CONSTRUCTION 4 OF 1W .,,, - ACOUSTIC INSULATION OPPOSITE SIDE: ONE LAYER 518"TYPE X GYPSUM WALLBOARD OR METHODS MAY BE INDICATED IN REFERENCED CI° WHERE OCCURS '' (� "0,, s 3 112"ACOUSTIC INSULATION GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES ASSEMBLIES • TO STUDS WITH 6D CEMENT COATED NAILS, 1-718" LONG, 0.0915" V . , SHANK, 15164" HEADS, 7" O.C. C. STAGGER VERTICAL AND HORIZONTAL JOINTS OF , ..- :,-: ' ... -� 718 HAT CHANNEL VERTICAL JOINTS STAGGERED 24" ON OPPOSITE SIDES. (LOAD- GYPSUM BOARD IN ALL CONDITIONS OF DOUBLE LAYER a E BEARING) GYPSUM BOARD CONSTRUCTION, UNLESS OTHERWISE ° DESIGN VARIATION 1: GREATER STUD SIZES (DEPTH)AND NOTED. W s WOOD STUDS WOOD STUDS ; SMALLER STUD SPACING ALLOWED PER GA II,eRESILIENT SOUND CLIPS MANUAL EXPLANATORY NOTE#16 re co @ 48" O.C. DESIGN VARIATION 2: STRUCTURAL SHEATHING ALLOWED PER GA D. STRUCTURAL, FIRE RESISTIVE AND SOUNDS RESISTIVE _ c ,-. INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS . _ = MANUAL EXPLANATORY NOTE#23. NOTE 0H- • • THE LENGTH OF THE GYPSUM BOARD FOR ELECTICAL, MECHANICAL, PLUMBING, AND FASTENER SHALL BE INCREASED BY THE CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE 0 ,r, - ,WWOOD STUD WALL PER THICKNESS OF THE PLYWOOD SHEATHING. IN ACCORDANCE WITH THE REQUIREMENTS OF THE W o _ - - W , STRUCTURAL DESIGN VARIATION 3: GREATER THICKNESS OF INSULATION GOVERNING CODES, AUTHORITIES OR OWNER ,, ALLOWED PER GA MANUAL EXPLANATORY410REQUkREMENTS, WHICHEVER IS MORE RESTRICTIVE. — o • = i NOTE#11 E. WHERE LARGER STUD OR FURRING ARE REQUIRED TO I m GA FILE NO.WP 3825: PROPRIETARY COVER DUCTS, PIPING CONDUIT, ETC., THE LARGER ce o BASE LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED AT STUD SIZE OR FURRING SHALL BE PROVIDED AND Q D . PARALLEL TO EACH SIDE OF 2 x 4 WOOD STUDS 24" OC.0 WITH SHALL EXTEND THE FULL SURFACE OF THE WALL m = 1-114" TYPES DRYWALL SCREWS 8" O.C. FACE LAYER 518"TYPE X LENGTH AND HEIGHT WHERE THE FURRING OCCURS. L - GYPSUM WALLBOARD APPLIED PARALLEL TO EACH SIDE WITH 2" 410°- TYPE S DRYWALL SCREWS 8" O• .C. JOINTS STAGGERED 24" EACH LAYER AND SIDE. SOUND TESTED F. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE WITH RESILIENT CHANNELS 24"OC.C. ON ONE SIDE AND 3-112" INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS Q N GLASS FIBER INSULAITON IN THE STUD CAVITY. (LOAD-BEARING) FOR ELECTRICAL, MECHANICAL, PLUMBING, AND I PROPRIETARY GYPSUM BOARD: CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE j 1 - INTERIOR WALL (NON-RATED) 2 - INTERIOR WALL (NON-RATED OR 1 -HR) 3 - INTERIOR WALL (1 -HR) AMERICAN GYPSUM COMPANY LLC - 518" FireBloc®TYPE X GOVERNING CODES,IN ACCORDANCE WITH THE REQUIREMENTS OF THE Z TIES OR OWNER c REQUIREMENTS, WHICHEVER AS MORE RESTRICTIVE. > 'n (PARTITION WALLS) STC- NOT REQ'D (FURRING WALLS) C- 0 -EQ'D (OFFICE DEMISING WALLS) 57 STC DESIGN VARIATION 1: GREATER STUD SIZES (DEPTH)AND SMALLER I- m N 1-HR RATING BASED ON OSSC TABLE 722.6.2 (1)AND 722.6.2 (2) BASED ON UL ASSEMBLY U305 STUD SPACING ALLOWED PER GA MANUAL La 1-HOUR FIRE RESISTANCE RATING WHERE REQUIRED STC RATING BASED ON TL07-673 EXPLANATORY NOTE#16J o co 1-HOUR FIRE RESISTANCE RATING DESIGN VARIATION 2: STRUCTURAL SHEATHING ALLOWED PER GA N A • MANUAL EXPLANATORY NOTE#23. NOTE: THE LEGEND: ce A LENGTH OF THE GYPSUM BOARD FASTENER _ Q O c'`' SHALL BE INCREASED BY THE THICKNESS OF �.} co LO o p THE PLYWOOD SHEATHING. WALL ASSEMBLY TYPE PRIMARY COMPONENT V 1`" % \ LETTER: EXT. WALL TYPE 2 2-112"STUD ' GA FILE NO.WP 7051: PROPRIETARY NUMBER: INT. WALL TYPE 3 3-112" STUD .,, ' — -..�. L" - 518"TYPE 'X' GYPSUM .• 518" TYPE 'X' GYPSUM ONE LAYER 1" x 24" PROPRIETARY TYPE X GYPSUM PANELS 0r� s 518"TYPE'X' GYPSUM 5 5 112" STUD V BOARD BOARD BOARD INSERTED BETWEEN 2-1/2" FLOOR AND CEILING J RUNNERS WITH T 7 7-1/4" STUD Z SECTION OF 2-112" STEEL C-H OR C-T STUDS BETWEEN PANELS. 9 9-1/4"STUD ;,•=,, s SHEATHING WHERE ; s I SHEATHING WHERE OPPOSITE SIDE: BASE LAYER 112" PROPRIETARY TYPE X GYPSUM 13 5-112"AND U) SHEATHING WHERE .. OCCURS FOR SHEAR OCCURS FOR SHEAR WALLBOARD APPLIED AT RIGHT ANGLES TO STUDS WITH 1" TYPES DESIGNATOR 7-114" STUD OCCURS FOR SHEAR •••,_ .:. . .: '• - DRYWALL SCREWS 24" O.C. FACE LAYER 112" PROPRIETARY TYPE X CO ACOUSTIC INSULATION ACOUSTIC INSULATION GYPSUM WALLBOARD APPLIED PARALLEL TO STUDS WITH 1-5/8" A 6" CONCRETE N O - 011111P. • : -;- . ACOUSTIC INSULATION _ • TYPE S DRYWALL SCREWS 12"O.C. # B 8" CONCRETE CV # 1 SOUND TESTED WITH 1-1/2" GLASS FIBER INSULATION IN STUD e _ N- s 314"AIR SPACE SPACE. (NLB) X SEE ASSEMBLY J ae: .. ,:.: RESILIENT CHANNEL • PROPRIETARY GYPSUM BOARD: CERTAINTEED GYPSUM INC Z 0 - 112" CertainTeed®TYPE C GYPSUM BOARD O 0 < • 1" GlasRoc�SHAFTLINER GYPSUM PANELS CC ❑ WOOD STUDS '� 2X6 WOOD STUD WOOD STUDS CONTINENTAL BUILDING PRODUCTS REQUIRED FIRE WALL INSULATION E ❑ r/ 112" Fir h k®TYPE RESISTANCE RATING CC ec ec C NON-INSULATED C O - - 1" Mold Defense0SHAFTLINE - NON-RATED A ACOUSTIC Q 0 LL Y."' I "-, GEORGIA PACIFIC GYPSUM LLC 1 1 HOUR T THERMAL* U 0 00... e .1-lo 112"ToughRock®Fireguard C®GYPSUM BOARD 2 2 HOUR I- - 1"ToughRock®SHAFTLINER 3 3 HOUR * FOR THICKNESS I— Q � �- 2X4 WOOD STUD NATIONAL GYPSUM COMPANY w AND R-VALUE, SEE '-- 40111- , „. , - 112" Gold Bond®Brand FIRE SHIELD CTM GYPSUM BOARD ASSEMBLY TYPE W >- 01i.- . - 1" Gold Bond®Brand FIRE-SHIELD®SHAFTLINER W > 0 W ..,, PABCO GYPSUM CI IllOpp.. ..- .. 112" FLAME CUR�Super'C'Type PGC ASSEMBLY NOTES CONT.. v m . - - 1" PABCORE®GYPSUM LINER BOARD _ ,----, _ ,-------, .----1/4 al '...- ,Ow- .";.':, 0010.- ., AUL ASSEMBLY U305(CONT/ Y Y Y GA FILE NO. WP 7054: PROPRIETARY 7. FURRING CHANNEL- (OPTIONAL) - FOR USE ON ONE SIDE ] V w J ONE LAYER 1"x 24" PROPRIETARY TYPE X GLASS MAT GYPSUM OF THE WALL RESILIENT CHANNELS, 25 MSG GALV STEEL, OPO Z PANELS INSERTED BETWEEN 2-1/2" FLOOR AND CEILING RUNNERS ( SPACED VERTICALLY 24 IN. OC, FLANGE PORTION SCREW Ce C H A� I AI Y WITH TAB-FLANGE SECTION OF 2-112" STEEL C-T, OR C-H STUDS ATTACHED TO ONE SIDE OF STUDS WITH 1 14 IN. LONG CL BETWEEN PANELS. { DIAMOND SHAPED POINT, DOUBLE LEAD PHILLIPS HEAD ❑ < OPPOSITE SIDE: BASE LAYER 518" PROPRIETARY TYPE X GLASS MAT STEEL SCREWS. WHEN RESILIENT CHANNELS ARE USED, - W co a. 4 - INTERIOR WALL (1 -HR) 5 - INTERIOR WALL (1 -HR) 6 - INTERIOR WALL (1 -H R) GYPSUM SUBSTRATE, GLASS MAT WATER-RESISTANT GYPSUM ( INSULATION, ITEMS 5C OR 5D IS REQUIRED. cc • BACKING BOARD, GYPSUM WALLBOARD OR GYPSUM VENEER BASE 8• NOT USED h O }- BASED ON GA FILE NO. WP 3243 STC 52 BASED ON OSSC TABLE 722.6.2 (1)AND 722.6.2 (2) STC-NOT REQ'D BASED ON OSSC TABLE 722.6.2 (1)AND 722.6.2 (2) STC- NOT REQ'D APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 1"TYPE S DRYWALL SCREWS 24" O.C. FACE LAYER 518" PROPRIETARY TYPE X 0 NOT USED BASED ON CATALOG OF STC AND LIC RATINGS FOR WALL AND 1-HOUR FIRE RESISTANCE RATING 1-HOUR FIRE RESISTANCE RATING GYPSUM SUBSTRATE, GLASS MAT WATER-RESISTANT GYPSUM 10. NOT USED ` Z FLOOR/CEILING ASSEMBLIES SECTION NO. 1.2.2.1.5.8 (COMMUNITY ROOM) (BEARING PARTITION WALLS) BACKING BOARD, GYPSUM WALLBOARD OR GYPSUM VENEER BASE 11.NOT USED N— n 1-HOUR FIRE RESISTANCE RATING APPLIED PARALLELL TO STUDS WITH 1 5/$"TYPE S DRYWALL 12. NOT USED (DEMISING AND CORRIDOR WALLS) SCREWS 24"O.C. ALONG TOP AND BOTTOM TRACKS AND 12"O.C. 13. NOT USED 14. NO USED AT VERTICAL JOINTS AND INTERMEDIATE STUDS, FACE LAYER 2 JOINTS OFFSET 24" FROM BASE LAYER JOINTS. n SOUND TESTED WITH 1-112" GLASS FIBER INSULATION FRICTION FIT OSSC TABLE 722.6.2(11: A 0 • . ....] 'I, 1 , - - V IN STUD SPACE. (NLB) TIME ASSIGNED TO WALLBOARD MEMBRANES- 5/8-INCH U a PROPRIETARY GYPSUM BOARD: TYPE'X' GYPSUM WALLBOARD: 40 MIN. (2) LAYERS 5/8"TYPE 'X' (2) LAYERS 518"TYPE'X' E (2) LAYERS TYPE 'X' CERTAINTEED GYPSUM INC NOTE A: THESE VALUES APPLY ONLY WHEN MEMBRANES • GYPSUM BOARD GYPSUM BOARD • GYPSUM BOARD 5/8"ToughRock®Fireguard XTM GYPSUM BOARD ARE INSTALLED ON FRAMING MEMBERS WHICH ARE VERTICAL ASSEMBLIES I A 9":BsG1 ®SHAFTLIN SPACES 16 INCHES O.C. OR LESS. INTERIOR . s i SHEATHING s SHEATHING Y V Y �� 1'-- '� NOTE B: GYPSUM WALLBOARD INSTALLED OVER FRAMING UL ASSEMBLY U305: , OR FURRING SHALL BE INSTALLED SO THAT ALL EDGES �I ACOUSTIC INSULATION ACOUSTIC INSULATION 1.WOOD STUDS NOMINAL 2X4 SPACED 16" O.C. MAX, EFFECTIVLY ARE SUPPORETED, EXCEPT 518 INCH TYPE 'X' GYPSUM FIRESTOPPED. WALLBOARD SHALL BE PERMITTED TO BE INSTALLED PROJECT NO. - 2.JOINTS AND NAIL HEADS-JOINTS COVERED WITH JOINT HORIZONTALLY WITH THE HORZONTAL JOINTS STAGGERED 17055 COMPOUND AND PAPER TAPE. JOINT COMPOUND AND PAPER TAPE 24 INCHES EACH SIDE AND UNSUPPORTED, BUT FINISHED • MAY BE OMITTED WHEN SQUARE EDGE BOARDS ARE USED. AS AN s RESILIENT CHANNEL 2 112" FLOOR AND ALTERNATE, NOM 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE OSSC TABLE 722.6.2(21: . CEILING RUNNERS APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER �` TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME- X o 04.29.2019 _ BASEBOARD WITH THE JOINTS REINFORCED WITH PAPER TAPE WOOD STUDS 16 INCHES O.C. :20 MIN. NAILHEADS EXPOSED OR COVERED WITH JOINT COMPOUND. -,' NOTE A: THIS DOES NOT APPLY TO STUDS OR JOISTS F- g `\ WOOD STUDS +* WOOD STUDS s 2 1/2" STEEL C-H STUDS j Q -1 3A. GYPSUM BOARD* -(ALTERNATE TO ITEM 3) 5/8 IN. THICK GYPSUM SPACED MORE THAN 16 INCHES O.C. ❑ REVISIONS: • # AT 16" O.C. w - I - PANELS, WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED EITHER HORIZONTALLY OR VERTICALLY. GYPSUM PANELS FASTENED GA FILE NO. WP 3245: GENERIC z :11; I A Bid Set 0429.19 TO FRAMING WITH 1-114 IN. LONG TYPE W COARSE THREAD GYPSUM RESILIENT CHANNELS 24" O.C. ATTACHED AT RIGHT a Lu � PANEL STEEL SCREWS SPACED A MAX 8 IN. OC, WITH LAST SCREW 1 ANGLES TO ONE SIDE OF 2 X 4 WOOD STUDS 16" O.C. Z B Add. #1 05.20.19 s 1"TYPE'X' GYPSUM IN. FROM EDGE OF BOARD. WHEN USED IN WIDTHS OF OTHER THAN WITH 1-114"TYPE S DRYWALL SCREWS. ONE LAYER 518" 2 8 BOARD I 48 IN., GYPSUM BOARDS ARE TO BE INSTALLED HORIZONTALLY. TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER 4. STEEL CORNER FASTENERS -(OPTIONAL) FOR USE AT WALL BASE APPLIED AT RIGHT ANGLES TO CHANNELS WITH 1" w ce CORNERS. CHANNEL SHAPED, 2 IN. LONG BY 1 IN. HIGH ON THE BACK TYPE S DRYWALL SCREWS 8" O.C. WITH VERTICAL _1 Q z • °_ { SIDE IWTH TWO 1/8 IN. WIDE CLEATS PROTRUDING INTO THE 5/8 IN. `7. JOINTS LOCATED MIDWAY BETWEEN STUDS, 3" MINERAL 0 g WIDE CHANNEL, FABRICATED FROM 24 GAUGE GALV STEEL. OR GLASS FIBER INSULATION IN STUD SPACE. ce I FASTENERS APPLIED ONLY TO THE END OF CUT EDGE (NOT ALONG - OPPOSITE SIDE: BASE LAYER 5B"TYPE X GYPSUM J¢ w TAPERED EDGES) OF THE GYPSUM BOARD, NO GREATER THAN 2 IN. WALLBOARD OR GYPSUM VENEER BASE APPLIED = w � , FROM THE CORNER OF THE GYPSUM BOARD, MAX SPACING 16 IN. OC. PARALLEL OR AT RIHT ANGLES TO STUDS WITH 6D Q NAILED TO ADJACENT STUD THROUGH TAB USING NO. 6d CEMENT CEMENT COATED NAILS, 1-718" LONG, 0.0915" SHANK, w a I COATED NAIL PER FASTENER. CORNERS OF WALL BOARD SHALL BE 15/64" HEADS, 7" O.C. FACE LAYER 5/8"TYPE X GYPSUM ¢ a A n NAILED TO TOP AND BOTTOM PLATE USING NO. 6d CEMENT COATED WALLLBOARD OR GYPSUM VENEER BASE APPLIED ca V NAILS. PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 8D z o SHAFT SHAFT SHAFT 5. BATTS AND BLANKETS*-(OPTIONAL- REQUIRED WHEN ITEM 6A IS CEMENT COATED NAILS, 2-3/8" LONG, 8" O.C. FACE USED (RC-1)) -GLASS FIBER OR MINERAL WOOL INSULATION. PLACED LAYER JOINTS OFFSET 16" FROM BASE LAYER JOINTS. Q - SHAFT WALL {2-HR) 8 - SHAFT WALL (2-H R) 9 - SHAFT WALL (2-H R} /� TO COMPLETELY OR PARTIALLY FILL THE STUD CAVITIES. WHEN ITEM VERTICAL JOINTS STAGGERED 16" ON OPPOSITE SIDES. � A 6A IS USED, GLASS FIBER OR MINERAL WOOL INSULATION SHALL BE {LOAD-BEARING) .. �� BASED ON GA FILE NO. WP 3825 STC 55-59 = ' N GA FILE NO. WP 3825 STC NOT REQ'D BASED ON GA FILE NO. WP 7051 OR 7054 STC 50-54 FRICTION FITTED TO COMPLETELY FILL THE STUD CAVITIES. 1- B ›- G3 . 02 2-HOUR FIRE RESISTANCE RATING 2-HOUR RJRE RESISTANCE RATING 2-HOUR FIRE RESISTANCE RATING - 6. NO USED Oo i MEMBRANE ROOFING ASSEMBLY NOTES: GENERAL/-7:-.. DO 031 ;',./.,,-77-,;; ;;//,,,-,, ,,,..-,; .//,-,,/,11-(//,-,,,,,,;/, `;i%4:i/ i%,!i. �;i/!i%/;ii� i/i!t;i/!i/!;i -. . SYSTEM 41t, / .--, — L- MEMBRANE ROOFING N 1 I I 111 MEMBRANE ROOFING i A. CONFORM TO DETAILED REQUIREMENTS OF ,F� SYSTEM SYSTEM - _ _ I I I I COVERBOARD NOTE: BASED ON GA-600-2018 DESIGNATED TESTING AUTHORITY NUMBERS AT RATED 4 tri- ASSEMBLIES. WALLS DESIGNATED AS "BASED ON"VARYY04 COVERBOARD COVERBOARD . - - RIGID INSULATION (AS NOTED IN PARENTHESIS)WHERE DEVIATION - E - J - I I 1 (R 30) GA FILE NO. RC 2601: GENERIC OCCURS. • 0 RIGID INSULATION • - RIGID INSULATION T- BASE LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ilitmp. O` a D, O' CON . , " (R-30) - (R-30) -`- -- ` T ANGLES TO 2 x 10 WOOD JOISTS 24" O.C. WITH 1-114"TYPE W OR S B. ASSEMBLY COMPONENTS SHOWN REFLECT THE MAJOR18 . DRYWALL SCREWS 24" OC.C. FACE LAYER 518" TYPE X GYPSUM CONSTRUCTION MATERIALS;ADDITIONAL AND iricc$C - - _ _1 --- _ ----- -----•� - -. -- T VAPOR RETARDER WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES ALTERNATIVE MATERIALS AND/OR CONSTRUCTION 4 OF V lw \\\ `-,\ \\\ \\\� �,` \\ \\ \\ \ � \\\ TO JOISTS WITH 1-7/8"TYPE W OR S DRYWALL SCREWS 12" O.C. METHODS MAY BE INDICATED IN REFERENCED VAPOR RETARDER VAPOR RETARDER SHEATHING PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET ASSEMBLIES. 24" FROM BASE LAYER JOINTS. WOOD JOISTS SUPPORTING 1/2" PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO C. STAGGER VERTICAL AND HORIZONTAL JOINTS OF SHEATHING \ • SHEATHING\ \ JOISTS WITH 8D NAILS. APPROPRIATE ROOF COVERING. CEILING GYPSUM BOARD IN ALL CONDITIONS OF DOUBLE LAYER E PROVIDES ONE-HOUR FIRE-RESISTANCE PROTECTION FOR GYPSUM BOARD CONSTRUCTION, UNLESS OTHERWISE .. o WOOD JOIST -C-->. } FRAMING, INCLUDING TRUSSES. NOTED./ W " c (2) LAYERS 518"TYPE 'X' = WOOD TRUSSES GA FILE NO. RC 2751: GENERIC D. STRUCTURAL, FIRE RESISTIVE AND SOUNDS RESISTIVE =re coc GYPSUM BOARD INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS o s WOOD TRUSSES BASE LAYER 51$" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT FOR ELECTICAL, MECHANICAL, PLUMBING, AND i- •:. , .-.- _:.�-.. ,_.. . ,.., - _ _ •_ [�SEESTRUCTURAL �� GYPSUM BOARD TYPE'X' - THE BE - 17 ANGLES TO WOOD ROOF TRUSSES 24" O C WITH 1 1/4"TYPE W CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO DRYWALL SCREWS 12" 0.C. SECOND LAYER 5/8"TYPE X GYPSUM IN ACCORDANCE WITH THE REQUIREMENTS OFW o co WALLBOARD APPLIED AT RIGHT ANGLE TO TRUSSES WITH 2"TYPE GOVERNING CODES,AUTHORITIES OR OWNER 7/8" HAT CHANNELS W DRYWALL SCREWS 12"O.C. SECOND LAYER JOINTS OFFSET 24" REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. — m 3 FROM BASE LAYER JOINTS. THIRD LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLE TO TRUSSES WITH 2-1/2" E. WHERE LARGER STUD OR FURRING ARE REQUIRED TO o a (1) LAYER 51$"TYPE 'X' TYPE W DRYWALL SCREWS 12"O.C. THIRD LAYER JOINTS OFFSET COVER DUCTS, PIPING CONDUIT, ETC., THE LARGER GYPSUM BOARD 12" FROM SECOND LAYER JOINTS. HAT-SHAPED RIGID FURRING STUD SIZE OR FURRING SHALL BE PROVIDED AND Et ° -7-- 2 LAYERS 5/8"TYPE'X' GYPSUM BOARD LEVEL ATSCREWSAT LENGTH AND HEIGHT WHERE THE FURRING OCCURS. ' CHANNELS 24" APPLIED RIGHT ANGLES TO TRUSSESOVER SHALL EXTEND THE FULL SURFACE OF THE WALL ▪ c THIRD LAYER WITH TWO 2 112" LONG TYPE W DRYWALL `_° EACH TRUSS. FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD H LEVEL _ • APPLIED AT RIGHT ANGLES TO FURRING CHANNELS WITH 1 118" • a • - F. STRUCTURAL FIRE RESISTIVE AND SOUND RESISTIVE TYPE S DRYWALL SCREWS 12" O.C. WOOD TRUSSES SUPPORTING\ / INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS 314"T&g EDGE WOOD STRUCTURAL PANELS APPLIED AT RIGHT FOR ELECTRICAL, MECHANICAL, PLUMBING, AND Q 00 — "-:'::-.:,::•:.•;:',-',-.':::._: ':.-`-'::' ANGLES TO TRUSSES WITH 8D NAILS 6" O.C. AT JOINTS AND 12"AT CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE _ 4* INTERMEDIATE I JOISTS. APPROPRIATE ROOF COVERING. CEILING IN ACCORDANCE WITH THE REQUIREMENTS OF THE RC-1 - ROOF/ CEILING ASSEMBLY (1 HR) RC-2 - ROOF AT SHAFT ASSEMBLY (1 HR) RC-3 - ROOF/ CEILING ASSEMBLY (2HR) PROVIDES TWO-HOUR FIRE-RESISTANCE PROTECTION FOR GOVERNING CODES, AUTHORITIES OR OWNER z TRUSSES. REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. 0 0 N „ BASED ON OSSC TABLE 721.1 (3), ITEM NO. 21-1.1 BASED ON GA FILE NO. RC 2601 BASED ON GA FILE NO. RC 2751 II- co N 1-HOUR FIRE-RESISTANCE RATING 1-HOUR FIRE-RESISTANCE RATING FINISH FLOOR PER 1-HOUR FIRE-RESISTANCE RATING FINISH FLOOR PER ICC REPORT ESR-1305. FIGURE 3 W w N (TYPICAL AT LOW SLOPE ROOF) FINISH FLOOR PER (TYPICAL AT ELEVATOR) EpU ,,-rte (TYPICAL AT STAIRS AND SHAFTS) SCHED,UL-E��r .-I o_ CO SCHEDULE - 1" GYPSUM CEMENT 1" GYPSUM CEMENT 314 INCH GYPCRETE Ie 3 N UNDERLAYMENT SYSTEM UNDERLAYMENT SYSTEM CONCRETE SLAB ON 23132"TONGUE AND GROOVE SHEATHING (19132"SHEATHING MAY Q "' GRADE, PER STRUCTURAL (314" MIN. AT ACOUSTIC (314 MIN. AT ACOUSTIC M o MAT LOCATIONS} MAT LOCATIONS) 8E SUBSTITUTED WHEN 314" GYPCRETE IS USED) U m Ln - C/ F..F. ELEVATION - L: i — — 9-1/2" (OR DEEPER) LPI 18, LPI 20PLUS, LPI 32PLUS, LP1 42PLUS OR ` T - • 4 . B `; B LPI 52PLUS I JOISTS SPACED 24" (OR LESS) ON CENTER. . _ . . a - • �d. a - ° LEGEND: ' b ad \\. \ \\ \\ \\\ �„ ACOUSTIC MAT TWO LAYERS OF 1/2"THICK, TYPE X GYPSUM WALLBOARD, EITHER VAPOR RETARDER ■■ ■■■ ■ ■ia� r ■■rt•■rii! rr.rr■.�■ ■ Z ' iii,■■■ i,■■■r 7 i•i■ ��■ mu- ..■ DIRECTLY APPLIED TO I-JOISTS OR ATTACHED TO RESILIENT d a II �I. ■s■ir■r■ =imam I \ II nii,■r ° i�II�l■■■'" - iiii.,,,,... SHEATHING -II�II,,,� m .10.6.rr-rrral CHANNELS SPACED AT 16" ON CENTER. ATTACH FIRST LAYER W/ (/) ii�� ■■■ ■iws■� ■■..r■rr HORZONTAL ASSEMBLY TYP. - --- DESIGNATOR ❑ rlrrr•rirr• r.• ■ ■ ■■■�■■■►� 1 518"TYPE W SCREWS. ATTACH SECOND LAYER W/2 114" TYPE W ��l■s�rrrr�r ,I - a■� ii�� ,rrr<rrl� Irril■liureii r SHEATHING 4 -. • i■ilii I�IIII��I rrii♦!rr II rigor I��II��:r SCREWS. F- FLOOR lir rrr irrrr ■■i,rrr ��■��■��■..■ii■��■Gi■��■�■■��■.C■ ■o Ir�r� ■ ,r.osw.iil ii i i�r lli■I. •... Cr) ■■■■■■■■■■■■■■■■■■■■■■■ ■■■■�■■■■■-. I .■■:ri. I ■w�■■■ ■, FC FLOOR/CEILING O ■■■■'C■■■■�■■■■■■■■■■'�■■■ 3" RIGID INSULATION (R-15) III■mr__ia■ L■I■isl�i,r I0II I� �� L�1� um R - ROOF N �■� r'rr`�rr ■�� L'=-• 1-1/2"TYPE G SCREWS, SPACED 8" ON CENTER AND 6" FROM EACH I EM ■■■■ ■■■■■ ■■■■ ■■■■■■■■■ ; AT 4'-0"ALONG ■■■rlis.� II r it■rte II iii r■ si, si,�■� II ■ii ■■■■■ ■■■■■■■■■■■ ■■■■ ■■■■■■■■■ ■■■■i, �� ■■ rr�l■i ■r>_■ � = li ■.,rrr 11�I, Illi, �!!�rrrr.rrr ill ■ iws■■■w IM1I.■r■■■w■■■ END OF THE BUTT JOINT, MUST BE USED TO FASTEN THE FACE 1 X-# ■■■■■ ■■■■Ir■■■■■■ ■■■■S■■■■II■■■I■■ CONDITIONED SPACE SLAB ■■r.■r■�■ 1 ■rr�rrrrr■■ I I�-■ ■ , ■■ws■i ■ W • ■■■■�■■■■�■■■■�■■■■■■■�■■■�■■� { PERIMETER ■rrrr'rrr WOOD I-JOIST Vl ■■�■■■ ■m�■■■ II LAYER TO THE BASE LAYER AT THE FACE LAYER BUTT JOINTS. I3) i�Ir ■I ��i■ri�i ■rte ■■ iiM I I i.4�� I■iw. WOOD I-JOIST CO o oVo"o(.b" PX:b-A20"oC..6"oUo"o`:6-A.6 off" Vo o ■r I��I�rr rrr I��I�irii•!w ' ilei �� ■i �Il�ii■moi _/ _Jo�O�o�o�Q`Jo�o�o�o�o�o�o �� i� II■�iii�il II■ iii�i�r r Il�ii�is Ilr,ii �ii■� IIS IIIA =rrr IIS iii I NOTES: Z `0ao `000 °0°o(1po�Do4Q Oo-0,0 00 °ctQ , `O00000 ■■rrlirr Sl■i II ■■� irr. II�r ssr■wIr II ■■rr.so Il� � rmrrrillrrr ■■■=ra■ ■, iii �rii ii iii�iii■rrr =:: o�o�o�o�oQo�o�oC�o�o�q ��1 a VENT ROCK PER RADON. MINIM Nu ■i ■� IILPu■-rrr_r■ ■■ I EIIE■i r■■ II ■ _---- BLOWN-EN INSULATION 2. VINYL IS MINIMUM 0.06 INCH THICK WITH CUSHIONED VINYL OC 0 8 `aoo0o0ao600cbo °000 °00°006° °00060 'c,0006 g° q,flo orr•m E BLOWN-IN INSULATION IIS imiir 0 6i■ol-■■r G ❑ o�o�o ao o�o�o�o�o o �° �' C COORDINATE WITH II ■■�■■■0m •I ■■ra■�■r , rr_r I Ili ■Ire II ` �/ �` c0 0 0 ■_.■■....= - ■_■■■-_I�IIII ■ ■-r"-■-ILII ...111—■'I�IIIIm --r MINIMUM 0.01-INCH-THICK WEAR LAYER. LL > 0 °�o °�a °�o °00 °00o 40 °%o ° °4o ° STRUCTURAL AND GEOTECH ■■■'■■■■ ■■�■■■ ■■■ -...=■•■ ■■M■■■ 0 0 0 0.°000,,0 0 0 0 0 0 0°,0,40 o m I r■ ■�■ , o�iii riliL.W.= ■ rwr■rt II r■�ri. 3. GYP-CRETE (ER NO. 3433) IS MINIMUM 314-INCH THICK OVER 2 IX oQoQo QoQo QoQoQoQoQoQoQo0o ri■�■�■"' Iii.ii: r Ili�rr..ii.rrrl rr.rrri�■■i 2 LAYERS 518"TYPE'X' O O I ir��r�r �Irr�r�■la■ II ��\I L O 19132-INCH PLYWOOD. II 1 I i �'I I I -I I I I f I I I I I I I- ■i�l■■i■m■'i;�II _':"i'■■■="iil.i■ _ iimi��_ w■i-■...m � r■■ GYPSUM BOARD 4. THE PLYWOOD MUST BE GLUED AT TONGUE AND GROOVE /I� L Toni rrrr rerr rrsi■rsr o�■i � � ��■ii JOINTS AND TO THE 1-JOISTS. U V LL ■r■ ni ■ .AAEIi IIS ■■■illi■■ rr I� ...r■ ,� Ir rr�rrr ■isiii�i rrr�rrrr�r �r�rrrr�■ ■I_... ir■r_•.. II IIS ■w�i �■w■�C/li II ��■i it Iii r oar ■�■■ >�i�� im�I�� Maw WRB - ■ri, III�I�Lr�t II� �IL�1 PROTECTIVE SCRIM rl�r ��ii r!■!��ili� ~ ri-j. _ I�III� I�r■■ JIB •■ OSSC TABLE 721.1 131, ITEM NO. 21-1.1: LLL > rI (n rirMigi rirr '�1I��i��I foil II�i 1 1 1-1 1 1-1 1 1-1 ' 1 1 1 1 1 1 1-1 1 1 �..-r■-�mnrmumu� W O ��rr _ _ _ .� = _ FLOOR CONSTRUCTION -WOOD JOISTS, WOOD-I-JOISTS, FLOOR a/ > LL 0 TRUSSES AND FLAT OR PITCHED ROOF TRUSSES SPACED A -* SUSPENSION SYSTEM MAXIMUM 24" O.C. WITH 1/2"WOOD STRUCTURAL PANELS WITH CI- (I) m EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOIST ORrX HTOP CHORD OF TRUSSES WITH 8D NAILS. THE WOOD STRUCTURAL PANEL THICKNESS SHALL NOT BE LESS THAN NOMINAL 1/2" NOR V w - LIGHT GAUGE METAL LESS THAN REQUIRED BY CHAPTER 23. Q ��f�,� `� FRAMING CEILING CONSTRUCTION - BASE LAYER 5/8"TYPE X GYPSUM 1x6 T&G SOFFIT WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24" ❑ Q re CO I— O.C. WITH 1 114"TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. W F-1 - SLAB ON GRADE F-2 - FLOOR AT CRAW LSPACE F-3 - FLOOR AT OVERHANG A FACE LAYER 518"TYPE X GYPSUM WALLBOARD OR VENEER BASE C/ APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE O �' BASED ON OSSC TABLE 721.1 (3), ITEM NO. 21-1.1 BASED ON OSSC TABLE 721.1 (3), ITEM NO. 21-1.1 LAYER WITH 1 7/8"TYPE S OR TYPE W DRYWALL SCREWS 12" O.C. C I- 1-HOUR FIRE-RESISTANCE RATING 1-HOUR FIRE-RESISTANCE RATING AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE 0 Z (TYPICAL AT UNITS) G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE �" - . FINISH FLOOR PER LAYER E _ •IN ., 2" •. r SCHEDULE CC NOTES: C 1" GYPSUM CEMENT UNDERLAYMENT SYSTEM n. THE CEILING SHALL BE PERMITTED TO BE OMITTED OVER 0 -/ LEvgLUNUSABLE SPACE,AND FLOORING SHALL BE PERMITTED TO BE U '.4 �( ,q d- $ OMITTED WHERE UNUSABLE SPACE OCCURS ABOVE. a °.d ., ° ., - t NI MX ACOUSTIC MAT . I HORIZONTAL ASSEMBLIES- s■imrrsrrr ■■•r■rrr.. SHEATHING SEXTERIOR , iiliMill: '.411 oa . NINNER ■rr•rr■ rwr ■ 19=mliiiiill ■ , .i_ii: rrr•1� C::- III ■:� 1. PROJECT NO. r■..rrrr llr�rrl 11=1=MU. 1111111 IIE�-SIT rl 17055 II_.i■ llr.rrisr■I■ Il=iii_ie illi ■i_■ ■■_■■■ ■ WOOD JOIST irir—■■eii I - I ' :MEM r— r IIIEJ= U •UU iil�iir.r� SII-'=-I :119—IIUIU ? - o 04.29.2019 TIL■.� momIIL�■■_■■■—■ BLOWN-IN INSULATION Q I3-- REVISIONS:/ \ i�11 1.=1 IiiMMill rir ❑ —U-- II WI�_III,■■ I- 0 �i■rrrr�r�ir I■Irrre. I�r. �� ,I ::I�rr �� E 3 A Bid Set 04.29.19 it ■Ir I�II. ..a■■ - --._- (2) LAYERS 5/8"TYPE'X' a 16 B Add. #1 05.20.19 II !�CI�;" I�=:II �� I��_ GYPSUM BOARD = 0 rrr�rrrrr.r ■■rr■ UMW ■ I . ■■rrr E- 2 ■.i �■r■r.■sP■�• — WRB a w I _ Qo • a SUSPENSION SYSTEM _1 c s ¢ � _ � II Q 5 _ ill < s LIGHT GAUGE METAL r/ 1- FRAMING Q CD o 1x6 T&G SOFFIT Z 1- F-4 F-4 - FLOOR AT OVERHANG c ,1 ❑ _ BASED ON OSSC TABLE 721.1(3), ITEM NO. 21-1.1 di Y G3 . 03 1-HOUR FIRE-RESISTANCE RATING Z o UNIT LEVEL CORRIDOR UNIT ASSEMBLY NOTES: GENERAL NOTES: $vo C a a - - LEVEL--- 4 T LEVEL Gp� % i a a . o - - • NOTE: BASED ON GA-600-2018 A. CONFORM TO DETAILED REQUIREMENTS OF �~ i —\ �� FINISH FLOOR PER \ � �� \ FINISH FLOOR PER * DESIGNATED TESTING AUTHORITY NUMBERS AT RATED Nps y • 11N tn FINISH FLOOR PER SCHEDULE GA FILE NO. BM 1137: PROPRIETARY ASSEMBLIES. WALLS DESIGNATED AS "BASED ON"VARY1.4 XSCHEDULE SCHEDULE (AS NOTED IN PARENTHESIS)WHERE DEVIATION GYPSUM CEMENT GYPSUM CEMENT BASE LAYER 1/2" PROPRIETARY TYPE X GYPSUM WALL OCCURS. 0 • GYPSUM CEMENT UNDERLAYMENT UNDERLAYMENT BOARD APPLIED TO BEAM CAGE WITH 1" TYPES 12 . . D, 0' GON \\\\ UNDERLAYMENT DRYWALL SCREWS 12" O.0 FACE LAYER 112" SHEATHING PROPRIETARY TYPE X GYPSUM WALLBOARD APPLIED TO B. ASSEMBLY COMPONENTS SHOWN REFLECT THE MAJOR 2918r,� SHEATHING CONSTRUCTION MATERIALS; ADDITIONAL AND v BEAM CAGE WITH 1-518"TYPE S-12 DRYWALL SCREWS 12" OF 1 ACOUSTIC MAT 0.C. ALTERNATIVE MATERIALS AND/OR CONSTRUCTION WOOD JOISTS IIPIPIP- WOOD JOISTS METHODS MAY BE INDICATED IN REFERENCED 'lc SHEATHING ttt JOINTS OFFSET FROM BASE LAYER JOINTS. ASSEMBLIES. • s WOOD I-JOIST I ACOUSTIC INSULATION ACOUSTIC INSULATION BEAM CAGE FABRICATED FROM 24 GA. 718"X 1-3/8" STEEL C. STAGGER VERTICAL AND HORIZONTAL JOINTS OF V ANGLES SCREW ATTACHED TO STEEL JOISTS AT BEAM GYPSUM BOARD IN ALL CONDITIONS OF DOUBLE LAYER a E ACOUSTIC INSULATION TOP FLANGE AND 25 GA, 2-112'" STEEL RUNNERS HOOKED GYPSUM BOARD CONSTRUCTION, UNLESS OTHERWISE ° OVER BEAM LOWER FLANGE AND SUPPORTING 1 518", 18 NOTED. LU -C------- \ MIL (25 GA.) STEEL STUDS 24" O.C. MINIMUM BEAM SIZE RESILIENT CHANNEL W8X15. (ONE HOUR UNRESTRAINED BEAM.) D. STRUCTURAL, FIRE RESISTIVE AND SOUNDS RESISTIVE - (2) LAYERS TYPE'X' 518" RESIDENT CHANNEL Ytt 'ttk (2) LAYERS 518"TYPE'X' GYPSUM BOARD PROPRIETARY GYSUM BOARD: INTEGRITY IS TO BE MAINTAINED U PENETRATIONS o FOR ELECTICAL, MECHANICAL, PLUMBING, AND — GYPSUM BOARD CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE V s, °' AMERICAN GYPSUM COMPANY LLC IN ACCORDANCE WITH THE REQUIREMENTS OF THE W 4 (15 (1) LAYER TYPE'X' 518" - 112" FIREBLOC R TYPE C GYPSUM BOARD GOVERNING CODES, AUTHORITIES OR OWNERH c LI 0CEILING HEIGHT GYPSUM BOARD CERTAINTEED GYPSUM INC. REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. _ o) • SUSPENDED 1-1/2" LIGHT - 1/2" CERTAINTEED®TYPE C GYPSUM BOARD c / GAUGE METAL FRAMING CONTINENTAL BUILDING PRODUCTS i m SUSPENDED 1-1/2" LIGHT SUSPENDED 1 112" LIGHT - 112" FIRECHECK'3TYPE C E. WHERE LARGER STUD OR FURRING ARE REQUIRED TO U m GAUGE METAL FRAMING / GAUGE METAL FRAMING GEORGIA-PACIFIC GYPSUM LLC COVER DUCTS, PIPING CONDUIT, ETC., THE LARGER o - - - - - - fr/ - WITH ACOUSTIC PANEL WITH 518" GYPSUM BOARD 112"TOUGHROCK®FIREGUARD C'R'GYPSUM STUD SIZE OR FURRING SHALL BE PROVIDED AND Q SHALL EXTEND THE FULL SURFACE OF THE WALL WHERE OCCURS, SEE ,a WHERE OCCURS, SEE RCPS BOARD LENGTH AND HEIGHT WHERE THE FURRING OCCURS. - - -- - RCPS P NATIONAL GYPSUM COMPANY F- i-' CEILING HEIGHT 518"GYPSUM BOARD L - 112" GOLD BOND®BRAND FIRE-SHIELD CTM o 11!-Y PANEL i _ GYPSUM BOARD F. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE UNIT OR OFFICE CEILING HEIGHT _ _ - - _ — CEILING HEIGHT PABCO GYPSUM INTEGRITY IS TO BE MAINTAINED AT PENETRATIONS Q o - CORRIDOR - 1/2" FLAME CURB®SUPER 'C' TYPE PG-C FOR ELECTRICAL, MECHANICAL, PLUMBING, AND I COMMON SPACE UNITED STATES GYPSUM COMPANY CONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE FC-1 - FLOOR/CEILING ASSEMBLY (1 HR) FC-2 - FLOOR/CEILING ASSEMBLY (1HR) FC-3 - FLOOR/CEILING ASSEMBLY (1 HR) 112° SHEETROCi( BRANDFIRECODECCORE IN ACCORDANCE WITH THE REQUIREMENTS 0FTHE z GYPSUM PANELS GOVERNING CODES, AUTHORITIES OR OWNER Z m N BASED ON ICC REPORT ESR-1305, FIGURE 3 STC 50 BASED ON OSSC TABLE 721.1(3), ITEM NO. 21-1.1 STC - NOT REQ'D BASED ON GA FILE NO. FC 5109 STC 55-59 REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. > 's' 1- ca N 1-HOUR FIRE-RESISTANCE RATING IIC 50 1-HOUR FIRE-RESISTANCE RATING 1-HOUR FIRE-RESISTANCE RATING IIC 52 GA FILE NO. HM 7202: PROPRIETARY* W _c N (TYPICAL AT UNITS) (TYPICAL AT CORRIDORS) (FLOOR ABOVE COMMON SPACES AT SELECT AREAS) — M FINISH FLOOR PER PERIMETER CHANNELS, 6", 33 MIL WITH 2" LEGS ATTACHED TO SIDE J ,- �' SCHEDULE L WALLS 24" O.C. STEEL STUDS, 6", 33 MIL ATTACHED TO TOP LEG OF c `Nt WALL ASSEMBLY PER PLAN PERIMETER CHANNELS WITH 112"PAN HEAD SCREWS, AND SPACED . r, GYPSUM CEMENT _ a UNDERLAYMENT 24"O.C. FLAT STRAP, 4" 33 MIL OR PERIMETER CHANNELS SECUREDQ PERIMETER CHANNEL I \�\ TO TOP OF STUDS AT CENTERLINE LINE OF THE SPAN WITH A 1/2" 0 "'co `�' STAIR ` ' WOOD NAILER PER PAN HEAD SCREWS. BASE LAYER 5/8" PROPRIETARY TYPE X — — — LEVEL_ STEEL STUD _■�i ;/ �/ 11111104,41 �.�jjj STRUCTURAL Y LAYERS 1 "TYPE X' ■� ■■ ■ -17 /1 j��j j Y GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO STEEL STUDS LEGEND. {3) 5$ E nail r j je� a WITH 1-114"TYPE 5 SCREWS 12" O.C. SECOND LAYER 518" r1 ■■.rr■ � ►■■■ 91 STEEL PLATE PROPRIETARY TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT V ACOUSTIC MAT GYPSUM BOARD __-■■■.■■■ ;: rr. r■■ ■■ :-` :■i l ANGLES TO FRAMING 2"TYPES SCREWS 12" O.C., WITH BUTT Z j�jl ' -' ille;'■� JOINTS STAGGERED 48" FROM BASE LAYER, AND LONG EDGES -_j . (1) LAYER 5/8"TYPE'X' ■�■■■ _•.,•: IN :... 1 STEEL ANGLE PER HORZONTAL ASSEMBLY TYP. DESIGNATOR r■r.■■■ u.■■■ OFFSET BY 12" FROM THE BASE LAYER. THIRD LAYER OF 5/8" CO CO SHEATHING GYPSUM BOARD i��.■ ,'_ = �r+■ ASSEMBLY jj�■jjr i : ■jjj PROPRIETARY TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT F- FLOOR i INSTRUCTIONS 0 RESILIENT CHANNEL "'� 6N��■ ANGLES TO FRAMING WITH 2-1/2"TYPE S SCREWS 12" 0.C., WITH FC - FLOOR/CEILING N s WOOD I-JOIST SHAFT ,■"'■'■■ / """■■ ■■ BUTT JOINTS STAGGERED 48" FROM SECOND LAYER, AND LONG R - ROOF WOW1�1 ;: iii.. CV . i EDGES OFFSET BY 12" FROM THE BASE LAYER, RESILIENT I X-# ■■■.■ - r� ■.. FLOOR/CEILING .......■■ , ;;ate■j CHANNELS SPACED 16"O.C. AND ATTACHED PERPENDICULAR TO ~ W ASSEMBLY F 3 OR FC 1CD —llliii MI STEEL STUDS WITH 2-1/4"TYPE S SCREWS. FACE LAYER OF 5/8" Cl) J ■■�■��' // ■■ ■_._r PROPRIETARY TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT Z fl al :on .:;P. jlLASSEMBLY NOTES CONT.: p Q � ANGLES TO RESILIENT CHANNELS WITH 1-1/8"TYPE S SCREWS 12" .,---- ,---- . jj■.::: .■ STEEL BEAM O.C. THE LIMITING HORIZONTAL SPAN IS DETERMINED BY THE D (3) LAYERS 5/8"TYPE 'X' a; I I ALLOWABLE CEILING SPAN TABLE OF THE STEEL MANUFACTURE. 2 0 GYPSUM BOARD / O rl'':, i I i i PROPRIETARY GYPSUM BOARD: OSSC TABLE 721.1 (31. ITEM NO. 21-1.1: HAT CHANNEL _ .: 0 AMERICAN GYPSUM COMPANY LLC FLOOR CONSTRUCTION -WOOD JOISTS, WOOD-I-JOISTS, 0 V_ LL "= y F ' : • =_` -518" FIREBLOC®TYPE C GYPSUM BOARD FLOOR TRUSSES AND FLAT OR PITCHED ROOF TRUSSES W - - = . UNITED STATES GYPSUM COMPANY SPACED A MAXIMUM 24"0 C. WITH 112"WOOD STRUCTURAL ~ Cl) EETRO ND FIRECO GYPSUM PANELS O / i 5/$" SH CK R BRA DE®C PANELS W TH EXTERIOR GLUE APPLIED AT RIGHT ANGLES T 0 _ I W ' 0 �-- TOP OF JOIST OR TOP CHORD OF TRUSSES WITH 8D NAILS. (2) LAYERS GA FILE NO. RC 5109: PROPRIETARY* THE WOOD STRUCTURAL PANEL THICKNESS SHALL NOT BE �/ c CEILING HEIGHT PROPRIETARY 112" LESS THAN NOMINAL 112" NOR LESS THAN REQUIRED BY c - r TYPE'X' GYPSUM WALL ONE LAYER 518" PROPRIETARY TYPE X GYPSUM PANEL OR GYPSUM CHAPTER 23. (... 0- Cl) CC / /\/ i BOARD W (1) LAYER 518"TYPE X VENEER BASE APPLIED AT RIGHT ANGLES TO RESILIENT CHANNELS CEILING CONSTRUCTION BASE LAYER 518"TYPE X GYPSUM Y GYPSUM BOARD 24"O.C. (16"O.C. WHEN BATT INSULATION IS USED; 12" O.C. WHEN W LOW VOLTAGE :. %//////Z/////// WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS V LOOSE FILL INSULATION IS USED)WITH 1"TYPE S SCREWS 12"O.C. 24"0.C. WITH 1 1/4" TYPE S OR TYPE W DRYWALL SCREWS 0 Z .- STEEL RUNNERS PER GYPSUM PANEL END JOINTS LOCATED MIDWAY BETWEEN 24" O.C. FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD OR A' CD ( ASSEMBLY CONTINUOUS CHANNELS AND ATTACHED WITH 8"SCREWS TO VENEER BASE APPLIED AT RIGHT ANGLES TO JOIST OR INSTRUCTIONS ADDITIONAL PIECES OF CHANNEL 60" LONG LOCATED 3" BACK ON TRUSS THROUGH BASE LAYER WITH 1 7/8"TYPE S OR TYPE W ❑ Q EITHER SIDE OF END JOINT. RESILIENT CHANNELS APPLIED AT DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE FC-4 - FLOOR/CEILING ASSEMBLY (2HR) FC-5 - FLOOR/CEILING ASSEMBLY (2H R) BM1 - BEAM ASSEMBLY (1 HR) RIGHT ANGLES TO 2 X 10 WOOD JOISTS SPACED A MAXIMUM OF 24" JOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWSCe / \ O.C. WITH 1-114"TYPE S SCREWS. GLASS OR MINERAL FIBER BATT PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END 0 BASED ON GA FILE NO. FC 5750 BASED ON GA FILE NO. HM 7202 BASED ON GA FILE NO. BM 1137 INSULATION STAPLED TO SUBFLOOR OR LOOSE FILL INSULATION JOINTS, 12" 0.C. oCY) I- 2-HOUR FIRE-RESISTANCE RATING 2-HOUR FIRE-RESISTANCE RATING 1-HOUR FIRE-RESISTANCE RATING APPLIED DIRECTLY OVER GYPSUM PANEL. WOOD JOISTS - (HORIZONTAL STAIR SEPARATION) (HORIZONTAL SHAFT SEPARATION) SUPPORTING 15132"WOOD STRUCTURAL PANEL SUBFLOOR ICC REPORT ESR-1305. FIGURE 3 Z APPLIED AT RIGHT ANGLES TO JOISTS WITH CONSTRUCTION D ADHESIVE AND 6D RING SHANK NAILS 12"O.C. MINIMUM 1/2" 3/4 INCH GYPCRETE CC PROPRIETARY GYPSUM FLOOR TOPPING APPLIED OVER CG SUBFLOOR. 23/32"TONGUE AND GROOVE SHEATHING (19132" SHEATHING C STC AND IIC RATED WITH BOTH JOISTS AND RESILIENT CHANNELS MAY BE SUBSTITUTED WHEN 3/4"GYPCRETE IS USED) 0 SPACED 16" 0.C. 3-1/2" GLASS FIBER INSULATION IN JOIST SPACES, 0 9-112" (OR DEEPER) LPI 18, LPI 20PLUS, LPI 32PLU5, LPI 42PLUS 3/4" PROPRIETARY GYPSUM FLOOR TOPPING POURED OVER 1/4" OR LPI 52PLUS 1-JOISTS SPACED 24" (OR LESS) ON CENTER. PROPRIETARY SOUND REDUCTION MAT, AND WITH FINISH FLOORING OF C&P, SHEET VINYL, AND ENGINEERED WOODHORIZONTAL ASSEMBLIES- O LAYERS OF 112"THICK, TYPE X GYPSUM WALLBOARD, LAMINATE. EITHER DIRECTLY APPLIED TO I-JOISTS OR ATTACHED TO INTERIOR PROPRIETARY GYPSUM BOARD: RESILIENT CHANNELS SPACED AT 16"ON CENTER.ATTACH FIRST LAYER W/ 1-5/8"TYPE W SCREWS.ATTACH SECOND UNITED STATES GYPSUM COMPANY LAYER W12-114"TYPE W SCREWS. PROJECT NO. - 518" SHEETROCK®BRAND FIRECODE®C CORE GYPSUM1 1-1/2"TYPE G SCREWS, SPACED 8"ON CENTER AND 6" FROM 17055 PANELS EACH END OF THE BUTT JOINT, MUST BE USED TO FASTEN LEVELROGK®BRAND FLOOR UNDERLAYMENT THE FACE LAYER TO THE BASE LAYER AT THE FACE LAYER BUTT JOINTS. X o 04.29.2019 GA FILE NO. RC 5750: GENERIC NOTES: CO 2 BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT 2. VINYL IS MINIMUM 0.06 INCH THICK WITH CUSHIONED VINY ❑ a REVISIONS: #__ ANGLES TO 9-112" DEEP WOOD I-JOISTS 24" O.C. WITH 1-114" TYPE W MINIMUM 0.01-INCH-THICK WEAR LAYER. DRYWALL SCREWS 12" O.C. SECOND LAYER 518"TYPE X GYPSUM z ts 3. GYP-CRETE (ER N0. 3433) IS MINIMUM 314-INCH THICK WALLBOARD APPLIED AT RIGHT ANGLES TO I-JOISTS WITH 2"TYPE OVER 19/32-INCH PLYWOOD. a W W DRYWALL SCREWS 12" O.C. SECOND LAYER JOINTS OFFSET 24" 4. THE PLYWOOD MUST BE GLUED AT TONGUE AND GROOVEZ o FROM BASE LAYER JOINTS. THIRD LAYER 518"TYPE X GYPSUM W JOINTS AND TO THE I-JOISTS. z ° WALLBOARD APPLIED AT RIGHT ANGLES TO I-JOISTS WITH 2-1/2" 5. CAVITY IS INSULATED WITH 3 112-INCH-THICK FIBERGLASS FuL TYPE W DRYWALL SCREWS 12" 0.C. THIRD LAYER JOINTS OFFSET BATTS BETWEEN JOISTS. 12" FROM SECOND LAYER JOINTS. HAT-SHAPED 7/8" RIGID FURRING Q z CHANNELS 24" O.C. APPLIED AT RIGHT ANGLES TO I-JOISTS OVER 0o OD THIRD LAYER WITH TWO 2-1/2" LONG TYPE W DRYWALL SCREWS AT EACH I-JOIST. FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD -I D APPLIED AT RIGHT ANGLES TO FURRING CHANNELS WITH 1-1/8" _ TYPE S DRYWALL SCREWS 12"0.C. WOOD I-JOISTS SUPPORTING 3/4"T & G EDGE PLYWOOD FLOOR APPLIED AT RIGHT ANGLES TO I- w• a JOISTS WITH 8D NAILS 6" O.C.AT JOINTS AND 12"AT INTERMEDIATE Q a I-JOISTS. CEILING PROVIDES TWO-HOUR FIRE-RESISTANCE v) ; PROTECTION FOR WOOD FRAMING. z o } U 0 = G3 . 04 Fes- i O O . . DOOR CLEAR WIDTHS FRONT APPROACH DOOR LATCH APPROACH DOOR HINGE APPROACH DOOR CONTROL DEVICES FIRE EXTINGUISHERS AND CABINETS CLEARANCE CLEARANCE CLEARANCE \ �\ i PRELIMINARY �` ;, 24" R9, NOT FOR 0 18' a MIN 1 ` ` \ \ $ CONSTRUCTION cc, ,�. z L C MINS q z —" , � c 36" O 1 \ NOTE: Y=54" MIN IF DOOR S° I, 7 _/ 32"MIN jr 32" MIN HAS A CLOSER MIN , - U CLEAR 1 CLEAR jr tgh 11" s . i iia 2 co z Q m 03 U v O Nw \ j g d E LU l u( DE \aL I V * � ; r m L1.1 1 (1)A p 32 " MIN Z *X 1 24" , \ `,1 j ' L c r36"MIN CLEAREo MIN i ELECTRICAL ELECTRICAL OUTLETS, o PANEL SWITCHES& CONTROLS V a) CLEAR \ D " N *NOTE: X=12" IF DOOR HAS * NOTE: Y=48" MIN IF DOOR "' 42k N Lu MIN BOTH A CLOSER AND LATCH HAS A CLOSER = • 0 RECESSED DOORS & GATES DOORS INA SERIES & GATES IN A SERIES V CONTROL DEVICES Ce ac I— a° °A° I I cri 12" MAX FROM FACE OUTLET OR SWITCH OUTLET OR SWITCH - OUTLET OR SWITCH fi o A XOF COUNTER Q a — 4$" j- . ap \ IT \ —I F 1 -- ,) ,,_ . z , 12'J4 u v. z MIN I z , 2 p O 7 to r I 22" O w ) I— co N I' y ' O • r - N MIN ZN : - \ o w yo coN ZO w ,ILO WITHOUT LATCH & CLOSER TI I 48" � \ N in " O Q Z 1 I I I I I H • - - je N O o °° w CL 12" MIN D A _ *NOTE: IF BOTH CLOSER AND LATCH FROM WALL OR APPLIANCE MIN X 48" .' ARE PROVIDED. **Y=48" MIN IF BOTH \ 1 I )r- 11 CLOSER AND LATCH ARE PROVIDED OUTLETS& CONTROLS ABOVEZ L OUTLETS& CONTROLS OUTLETS&CONTROLS ABOVE COUNTERS AT CORNERS ABOVE COUNTERS AT END COUNTERS AT SIDEWALL WITH A LATCH & CLOSER 1. A ° N = N- W PROTRUDING OBJECTS REDUCED VERTICAL CLEARANCE CLEAR FLOOR AREA LEGEND: REACH RANGES C) Z �C co 60„ C° ° g 10" MAX 0 f/ �F MAX 60" 36" I N:- 7rv6 \ fe 1 4 141,4- n _JEC g Lul— g t < OD ,- ziplr-4-7.a.:,,tx j17 . 36" UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED HIGH SIDE REACH V Cr) CO o M Li- 00 - Z \ \ TURNING RADIUS TURNING AREA MAX 20" 25" MAX 10" MAX 10" 24" MAX = w 0 ,I t ! O �' 0 N I CHANGES IN LEVELS '1 / * � / ' ' co. Z ♦ rt, 48„ 0 < LIMITS OF PROTRUDING - A _ \ - �- \ , \ —• W OBJECTS X ��'� XX \ XX \ 2 r o a ' �` .ice ' ��., ..�� co I� I. I-- A L o CARPET ON FLOOR ;' \ — \ \ \ \ \ r D SURFACES 4 C EXCEPTION: 2 OBSTRUCTED HIGH OBSTRUCTED HIGH OBSTRUCTED HIGH OBSTRUCTED HIGH HANDRAILS MAY BE PERMITTED TO 2 - CLEAR FLOOR SPACE vc PROTRUDE 4 112" MAX \ ,L , r-s____)-- FORWARD REACH FORWARD REACH SIDE REACH SIDE REACH 0 NOTE: SEE UNIT PLANS FOR LOCATIONS AND VERTICAL CHANGES IN BEVELED CHANGES IN OVERLAPS AS ALLOWED PER APPLICABLE FRONT APPROACH SIDE APPROACH U LEVEL LEVEL CODES AT EACH UNIT TYPES ACCESSIBILITY SHEETS- GENERAL HANDRAIL HEIGHT EXTENSIONS AT STAIRS & RAMPS HANDRAIL HANDRAIL CROSS STAIR NOSINGS KNEE AND TOE CLEARANCES PROJECT NO. CLEARANCE SECTION 17055 z \ so'M _. z L ,_ 04.29.2019 �y12" MIN TREAD DEPTH o x co 12" MIN 1 i1 112" MIN 1 114"-1 112" C , 'I- 12" MIN -1I RETURNTOAWALL, 12' MIN ' ANGLED RISER 6\w', 1 a GUARD OR FLOOR OR I 6" MAX I CLEARANCE Q REVISIONS: # REDUCTION. w = O / 1 112" MAX 17"-25" MAX BETWEEN 9"AND 27" z o =NA-- 't 1 BE CONTINUOUS TO t I� C13 - ♦ w THE HANDRAIL OF AN / ABOVE THE FLOOR, E A Bid Set 04.29.19 m I 1 TOE CLEARANCE ci w M ADJACENT STAIR TYP. THE KNEE CLEARANCE c, 8" MIN SHALL BE PERMITTED w c), 'I� \ �- Q J BEVELED - TO BE REDUCED ATA 0 "i V� Lai J\ RATE OF 1" IN DEPTH �- BEVELED NOSING z FOR EACH 6" IN o i- , _ - HEIGHT 0 a N 1 112" MAX —r M 0 o STAIRS RAMPS TOP AND BOTTOM HANDRAIL TOP HANDRAIL BOTTOM HANDRAIL LL cc -� I� - \ EXTENSIONS AT RAMPS EXTENSIONS AT STAIRS EXTENSIONS AT RAMPS J _ �` ")_.1' ,' = 1- 11" MIN 25" MAX Q 0 wa KNEE CLEARANCE Q a CURVED NOSING u) = O z z ° W Q U 0i0 z c7 7 I- G4 . 01 Z ow_ WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS WHEELCHAIR ACCESSIBLE COMPARTMENT TOE GRAB BAR ELEVATION A.VAD I* CLEARANCE V" Aichuttie 4_,I. qii-IA FLUSH CONTROLS ---.. FLUSH CONTROLS NpI �� ALT DOOR 18" ALT DOOR I 1 8" 1 54" MIN 36" r'"3 LOCATION i, LOCATION M12" AX-- 42" MIN / 2 MIN " X 12 `. . , \ - / / MIN d, �� 0, 0' GQN �� 4 2918 c'fii \ z ,, i ~ OF Z — z , PARTITION 1 "' U EN f/ "� NL _ _ ._ 6" MIN in . . ___.„,_ -____) m ,j •F-7) Z.) u m .Tit ,,,,,--;1 • -- 7,1,_ ' 7H:-Li 'c J . _ ,_ .„, . Jr ,./ __ __ . 6„Jz \ 4" . , ce =CO MAX 4" MAX 32" CLR 36" MIN 2 jf, 32" CLR / / / / F- ° i PLAN ELEVATION-ADULT V (I)60"MIN / 60" MIN / W o II- N V N. FLOOR-MOUNTED WATER WALL-HUNG WATER = c CLOSET-ADULT CLOSET-ADULT U rn T x o ACCESSIBLE LAVATORY, VANITY, MIRROR DISPENSER OUTLET LOCATION AMBULATORY WATER CLOSET Q C‘ ° 42" MAX 42" MAX [ a 18" MIN -/• / / / Q o z; _ / j/ f MIRROR 24"MIN 36"MAX / I , / x w tk I Z /24"MIN..i, Z N (V 7O y lf1 2 i m I \ A ea FIllJ \ �- Z1 ! z II z . N =-17 2 Z 1 m § 1 Q C7 \ \ \ �`. \ ? \ 111 \ •. /Z Y, I.30" MIN �� 0 PROTRUDING DISPENSER RECESSED DISPENSER X(KNEE CLEARANCE)=8 MIN, Y(TOE CLEARANCE) =6 MAX, Z= 11 MIN BELOW GRAB BAR O RESTROOM ACCESSORIES HEIGHT AND DEPTH OF URINALS N I ~ W a) J (-13 1/2"MIN •—13-112" MIN Cl) m --,-' °.1_ -- 0 O -- e .�- \- - 112 " 2" 5" 6" 9" 11 " C MAXIMUM REACH DEPTH (13 mm) 2 C il 0 _ (51 mm) (125 mm) (150 mm) (230 mm) (280 mm) 0 Q w MAXIMUM REACH HEIGHT 48" 46" 42" 40" 36" 34" � 0 0 (1220 mm) (1170 mm) (1065 mm) (1015 mm) (915 mm) (865 mm) — up \ - \ ~ Q PAPER TOWEL TOILET SEAT TOILETRIES DIAPER SOAP Lll DISPENSER AND COVER DISPENSER CHANGING DISPENSER WALL HUNG STALL URINAL W > 0 TRASH RECEPTACLE DISPENSER STATION _ EL Et W U = W O KITCHEN CABINETRY MAILBOXES ACCESSIBLE WATER FOUNTAIN TRASH CHUTE DOOR ACCESSIBLE WASHER & DRYER O I- r— Ce ~ 5"MAX 15"MIN 1 W u) 0_ _ , -- 48" \ - 1 - 20 _E— is 1 ; R \ 1 1 I — I �' STORAGE \ T m �., c� thl � � Q ? III 15 WITHIN 15"-46" z Z =m V FRONT CONTROLS 2 2 2t- ao M I- H ch 0 a m = Cr)1 N .. _� N x Z \ \ \ \_ \ \ < w \ \ \ '( s Z 0 30"MIN_ �+� _ m TRASH CHUTE -CLEAR- v \ — LiJ�n DOOR ACCESSIBILITY SHEETS WORK SURFACE v\ COMMON AREAS PROJECT NO. 17055 HEIGHT OF TACTILE CHARACTERS ABOVE LOCATION OF TACTILE SIGNS AT ROOM NAME SIGNAGE GENERAL NOTES FLOOR/GROUND DOORS _ • REQUIREMENTS SHOWN ARE MOST RESTRICTIVE x a 04.29.2019 OF 2010 ADA, ANSI A117.1 2009 & UFAS. I— 2 12 MAX ALSO SEE G4.01 FOR REQUIREMENTS AT ALL o a REVISIONS: �� ,4R�aoF --- ROOM NAME SIGNAGE SPACES. � a / REFUGE +;_ \ i ` Z Ir i \ a w EE �� 2 I to o 0o z \ l Z L + J . — I W 2 0 X Cn (0I I o rco1- � or Q Z co v al < O a Z � 2 co 0 EQ-- -/—.18..\--EQ OJU J 4.1= '. / - ' Q z w 1- ¢ in Q cr Q d in O o zL- c' U o 1_ CZ G4 2 02 ,_ O o z 0 GENERAL NOTES GENERAL NOTES J) • REQUIREMENTS SHOWN FOR TYPE A UNITS ARE MORE RESTRICTIVE OF ANSI • ALSO SEE SHEET G4.01 FOR REQS. IN ALL TYPE A UNITS A 117.1 AS REQUIRED BY OSSC AND UFAS AS REQUIRED BY SECTION 504. TYPE B UNITS SPACES. 'G1 ,A • ALSO SEE SHEET G4.01 FOR REQS. IN ALL SPACES. ,, * I titt CLEAR FLOOR SPACE FOR WATER CLOSETS TOILETS, GRAB BARS & TOILET PAPER LAVATORY, VANITY, MIRROR CLEAR FLOOR SPACE FOR WATER CLOSETS OPTIONAL SWING-UP GRAB BAR FOR ' WATER CLOSET 41.40'1471)::, `+► ,Fy Q. GAN►,N _ _ NOTE: KNEE SPACE ALSO APPLIES WHERE FORWARD APPROACH IS USED IN TYPE B UNITS1- *OF 0 36"MIN LAVATORY 18"MIN OBSTRUCTION FLUSH CONTROLS ALLOWED,24"MAX MIRROR 33"MIN ALLOWED,24"MAX TO BE ON OPEN SIDE . / 1$,, rMIN 42"MIN 18" �, 54"MIN �, *36" �` • DEPTH 15 3/4" 15 3/4" (j z,----#-18" DEPTH !� ' ,• / MIN / 16"-18" I ,,12'/42"MIN / 24" IMII( ,12" '1' LAV PERMITTED a. MIN M I \ c. o "� �i I 'f \ W - 0u J FLUSH # •, I I III I IIIz re m Q= ' IP CONTROL \ I CV L Q .. � \ OPEN SIDE c = ', � _z = _� o -H , c U M r- Z z\ g i = QU U H w �,� o O = s BLOCKING MAY BE --r Q SWING-UP GRAB — - m \ 1 `Y; 1 ED " �' �`• ; -c U � PROVIDED IN LIEU w x—, w°- BAR F- " - - - - - - OF GRAB BARS o_ 00 — 3 w z5 = 0 "' Z Y L 36"MIN s / d ,, 30"MIN 48" 2 o g- 18" , 18" , V rn 0f `� / CLEAR / b cn b c /MINI MINI m 48" 60" *24"IF LAV IS ADJACENT /�7A � ,C°r, o LL W Q CLEARu. ` CLEAR (CENTERED ON TOILET) O w FORWARD APPROACH WITH OPTIONAL FORWARD&SIDE APPROACH F LAVATORY X(KNEE CLEARANCE)=8 MIN,Y(TOE CLEARANCE)=6 MAX,Z= 11 MIN �/ a Qo o — TUB WITH REMOVABLE SEAT ROLL IN TYPE SHOWER COMPARTMENT TYPE B TOILETS, GRAB BARS & TOILET PAPER GRAB BARS AT SHOWER COMPARTMENT 1 1 a, Z c N 0 PROVIDE BACKING W 5 N FOR FUTURE SEAT 12"MAX 24"MAX MAX INSTALLATION J o v REMOVABLE OR 4"MIN/ 24 MIN, 6,"MAX 6 MAX- , MAX *36" 15" 3 N FOLD-DOWN SEAT - = ''-'- �"� 12" / / °' BACK WALL MIN CONTROL PROVIDE BACKING Q o ``y BACK WALL MAX.- / AX / 42"MIN ,, ,, 24" X12", AREA,TYP FOR FUTURE GRAB {, o LO } CD �� - -- MIN MI14 C. BAR INSTALLATION ce ° o •a \ I 1 1 sIDE z CONTROL PROVIDE BLOCKING o Z — SHOWER SPRAY WALL AREA,TYP. FOR FUTURE GRAB BAR l l� "w 3 ( L UNIT FOR FIXED& WALL - ° I �— o I INSTALLATION Z z (9 z — —I HAND HELD USE 12"MIN _� 16"MIN -. Z - c COUNTERTOP& x. WITH 60"MIN HOSE t 7: i z ►61 cp M i CABINETRY PERMITTED z'\ C = _ a c i \ I _ K\\\\\\\\N �� _ \\\\\ �� fNti\\\\\\` / `c— - - IF REMOVABLE AND cld CONTROL s\ , --- M .�r ` 7_ i ( ` Cr) t FLOORING EXTENDS Mr AREA, TYP o� LAVATORY -Iv. Eil BELOW PERMITTED \ _ 1 M \- CV EID 1 l /01 • /� 60"MIN M I N M N\ (•• c*."% \ • • �- N N N L60 MIN / 4_ °' C/ ) m CONTROL END WALL BACK WALL HEAD END WALL NOTE: INSIDE FINISHED DIMENSIONS BACK WALL ti g7.3)MEASURED AT THE CENTER POINTS OF *24"IF LAV IS ADJACENT CONTROL END WALL BACK WALL r Z 0 Q (CENTERED ON TOILET) 0 OPPOSING SIDES Gc O ,2 IX 0 TRANSFER TYPE SHOWER COMPARTMENT MISCELLANEOUS ITEMS TUBS 0 < LL 36"CLR cc, 23"MAX-`` , MAX 6"MAXI "MAX Ct in I, ljr 15" .i . 18�� // p4"MIN, ;0' 48"MIN ,( p4"MIN, I W BACK WALL „ MIN' \ -)' _. __ i .• SPRAYSHOWER UNITZ to �18 `� 0 / FOR FIXED&HAND HELDV--- CO I— T" f=,-ti <--i USE WITH 60"MIN HOSE PROVIDE BLOCKING W t � - Ei v\- U O 3 FOR FUTURE GRAB Q RI o 0 = w / BAR INSTALLATION C `' Q. �jrt o - �Z U _�� d w CONTROL � • Zo ci co \ � M o CO 00 2 g AREA,TYP SiSEAT \ •`— \, \ , �r v� v v b to ks Co '. 15"MAX �` ,` 0 ..,„- w r\\\ C� O WALL DI Z I ¢ z - z � �� . \ \ \ Z f c0 eo CONTROL c c ii S4 2 `"` _ -- - 2 �t CO AREA, CO iti Co N co ' �j� co N / a 1 TYP. r CO Ci 48"MIN �� \ sSZo O I CONTROL END WALL BACK WALL °' TOWEL RACK TOWEUCOAT HOOK CLOSET SHELF AND ROD WINDOW CONTROLS CONTROL END WALL BACK WALL HEAD END WALL 0 s1 KITCHEN APPLIANCES AND FIXTURES KITCHEN CABINETRY KITCHEN ACCESSIBILITY SHEETS- DWELLING UNITS PROJECT NO. _°0 I _ _ _ i DW i RFR FULL-HEIGHT CABINET HANDLE TOWARD 17055 __ ELSEWHERE IN THE ROOM MAY BOTTOM OF i I RECOMMEND ,I _ — BE PROVIDED IN LIEU OF CABINET CABINET I.. WORK SURFACE 1 i � i '' ; OVER WORKSURFACE ii ; 04.29.2019 130"x 48" 1 I ADJACENT TO OVEN 1 30"x 48" —, � 30"x 48" 1 30"x 48" — < aw REVISIONS:REVISIONS:/430"x48" w m RANGE SINK DISH WASHER REFRIGERATOR I - - - - i p o, RFR a w NOTE: FOR REFRIGERATOR ONLY, i� , ,10 _1700 r - z g CLEAR FLOOR AREA MAY BES 0 i i i { i ! - - , _ CENTERED OR UP TO 12"OFF CENTER ` . 0 W 0 W I-' S I I i I k I i 36" - c=n �� 'l I ( -� REMOVABLE CABINET, i i w ,_ IT I I L30 x 48' SEE SHEET G4.01 FOR `30 x 48 , QJ i .k .k f REMOTE SWITCH FOR SHROUD OR PIPE SEE KNEESPACE 2 2 w O 2 O I - o. 30"x 48" ' KNEESCAPE REQS. '30"x 48" ' U o _>A-------- � HOOD REQUIRED AT PROTECTION REQS.ON SHEET s a, _ 0 - - - _ _ _ _ _ _ _ o ADJACENT WALL OR G4.01 M N U `� O N -t O I h' I— SINK SINK RANGE REFRIGERATOR 3"-N -3" CABINET FACEI 1- �• �� i W (ALTERNATEL OPTION NOTE: FOR REFRIGERATOR ONLY �.- `= 30"MIN 24" 25" x -: 's, n Il m • _1 g �j' d' I I / FORWARD APPROACH) CLEAR FLOOR AREA MAY BE w M 1 \ I A • z �it I I �! _ CLEAR MAX MAX CENTERED OR UP TO 12"OFF CENTER p_ r FRONT CONTROLS M wd1 Nco a O 15"MIN t WORK SURFACE REACH MAX AT REACH MAX AT TYPICAL CABINETS C7 x I I co //OPEN\\ , c`v 0 WORK SURFACE TYP.CABINETS zQ 1- r 1,30"MIN Q z ICLEAR LLI 03 RANGE SINK p 34 . • 1�Aur 1.,,�r^rr _ ' 1 LAP ROOFING ME :RANEOD ' PUTTY PAD AT DEVICE BOXES, '+ GENERAL NOTES: � /-'�' !"3--" OVER SAMB fie___� TYPICAL AT ALL RATED CEILINGS -\-\_7-Mt \-\-\- 441'1) re' l - NOTE:CONTRACTOR WILL BE RESPONSIBLE FOR c11: " Itti r A SEAL PERIMETER MEETING THE REQUIREMENTS OUTLINED IN THE , _, f I N t THERMAL ENCLOSURE INSPECTION CHECKLIST. • y r I-_ \ OF DEVICE BOXES REFER TO SPECIFICATION SECTIONS 01 81 13&01 81plia r_- I / SEAL PERIMETER OF 14. 41/1114:1 • P' 1 0' 1� i -�� DEVICE BOXES --t- ;, ;: A. ALL CEILING,WALL, FLOOR,AND SLAB INSULATION 2918 ' �+ PUTTY PAD AT DEVICE --i SHALL ACHIEVE RESNET-DEFINED GRADE 1 � Al ■ �_ ` BOXES, TYPICAL AT `� t ( INSTALLATION 'OF n j,' 1 _ / CORRIDOR WALLS, ) 1��''"r . t. s: IF- DEMISING WALLS& B. PROVIDE A COMPLETE AIR BARRIER AT THE I Ti qq SEAL ANNULAR SPACE FOR FIRE �' EXTERIOR WALLS FOLLOWING LOCATIONS IN ADDITION TO THE NOTED • = I - N 1l- RATINGS PER ASSEMBLY = U ■ — ■ - SEAL ANNULAR SPACE FOR A'EAS O THIS HEET E II - — \ ,- WRB-CONTINUOUS A FIRE RATINGS PER A Q. - • - —"`��_ -'�'— � ' SEALANT BEAD AT ALL i i( / BACKER ROD&SEALANT AT ASSEMBLY-SEAL FOR AIR 1. WALLS:WALLS BEHIND SHOWERS AND TUBS, c°, i 'V- 1 - , '' f FLOOR TO WALL&SEALANT BARRIER AT CORRIDOR STAIRCASE WALLS,AND ALL OTHER EXTERIOR WALLS W \L',\.1 , 1= HO- ONT- &VERTICAL -- BELOW RESILIENT CHANNEL WALLS, DEMISING WALLS& 1 •M', PIC :', ' 1 m i= �•:, �} +` -`� _� � EXTERIOR WALLS r \ ".1-_ � 2. FLOORS, CANTILEVERED FLOORS,AND FLOORS n SPRAY FOAM I►•- ION GYPCRETE PROVIDES BETWEEN UNITS a SEAL AT FLOOR TO WALL F. ," r _ . :E r'', N - SSES , 0 U I '� - 3. PENETRATIONS TO UNCONDITIONED SPACE OR W 1 � I 1 _ If N, WALL PENETRATION THOSE THAT PENETRATE THE RESIDENTIAL UNIT 0 aj 11 \ a ° J ENVELOPE SHALL BE FULLY SEALED WITH SOLID I- L f 1 tt / \ _ /v A%> SCALE: 3" = 1 -0 BLOCKING OR FLASHING AS NEEDED,AND GAPS c - .c- 41.r ° 111,-'‘,-"1111/-/11 , , , , 4110 SHALL BE SEALED WITH CAULK AT THE FOLLOWING = ° 'y { ' i, 1r 1� LOCATIONS 0 N 1F_ 1v B - DUCT SHAFTS- a 1 SPRNKLERPHPEADSINGQ cr-- 1--_4.1 , ' v t 155 - ELECTRICAL WIRING F^ ` I _ _ - DOORS ADJACENT TO UNCONDITIONED SPACE OR ice' _ _ \1 AMBIENT CONDITIONS GASKETED OR MADE Q o — �- SUBSTANTIALLY AIRTIGHT. _ RECESSED LIGHTING FIXTURES ADJACENT TO 0 UNCONDITIONED SPACE LABELED AND FULLY Z = AIR SEALING AT ROOF \ FLOOR/CEILING PENETRATION \a\ .�' ----- GASKETED. O '� � 151 07151 � 4. CRACKS IN THE BUILDING ENVELOPE SHALL BE FULLY W r � ,\ SCALE: 1 1/2" = 1-0" SCALE: 3" = 1-0" :_,.7:11 v SEALED AT THE FOLLOWING LOCATIONS: J o m 152 152 -J 152 152 - ALL SILL PLATES ADJACENT TO CONDITIONED SPACE N SEALED TO FOUNDATION OR SUB-FLOOR WITH CAULK. 3 1+asi ,, - _ it-i + �`1._�',�./!�_ �,.._.'�4 ,�./',\r_'�` •‘'.r � •fir� �_�`��1� . J I to -: _ , '-- - AT TOP OF WALLS ADJOINING UNCONDITIONED Q `� ` ' "� ?: +- B -s UNIT 152 UNIT SPACES, CONTINUOUS TOP PLATES oR SEALED tj * 155 X152 152 1 BLOCKING USING CAULK, OR EQUIVALENT MATERIAL. ■—■■.iI �"7 ttttttttt� RocC ttttttttt� ttttttttt� NAvio �p PROF( 42 �` s4soo Nis ttttttttttttt� ttttttttttttt� o'cir, 0# r 2 tis PERMIT PLANS <<"£ 1 , `��,*. EXPIRES 12-31-19 SW Spruce Sr 9 p 9 Discount Tire ABBREVIATIONS LEGEND Halal Mediterranean Deli 41 B • QatrKNO v AC ASPHALTIC CONCRETE IRR IRRIGATION U AD AREA DRAIN LT LEFT EXISTING PROPOSED DESCRIPTION •Burger King I et 0_ASSY ASSEMBLY L/S LANDSCAPE 0 MANHOLE a o l$B.ahorWngokSfndust5iriai BO BLOWOFF MAX MAXIMUM i $peCiall$ BOW BACK OF WALK ME MATCH EXISTING II CATCH BASIN LU • 1. >� BV BUTTERFLY VALVE MH MANHOLE Ce it. PROJECT BW BACK OF SIDEWALK MIN MINIMUM 411 CLEAN OUT 0 n Ei i. LOCATION CB CEN TERCATCH �NEIN NOS NOT TO NUMBER SCALE FIRE HYDRANT 1- o Cd CONSTRUCTION JOINT OH OVERHEAD r WATER METER 0 L, a) 4 9ti,%moTs7B CONC CONCRETE OHW OVERHEAD WIRE • N WATER VALVE W N0 m Storage of Sw Portland r V CONST CONSTRUCT PC POINT OF CURVATURE I THRUST BLOCK • COTG CLEAN OUT TO GRADE PIV POST INDICATOR VALVE - o • CP CONTROL POINT PNT POINT - %, LIGHT 0 D CWS CLEAN WATER SERVICES PRC POINT OF REVERSE CURVATURE UTILITY POLE �, DC DOUBLE CHECK PT POINT OF TANGENCY f v DDC DOUBLE DETECTOR CHECK PVMT PAVEMENT _a- SIGN04 13 sLonawry N a 3 aaQCascadeVeterinary DI DUCTILE IRON RD ROOF DRAIN - - - - E Referral Center... PROPERTY LINE/LOT LINE ` I„ D/W DRIVEWAY R T RIGHT - - CENTERLINE IX a DWG DRAWING ROW RIGHT-OF-WAY a u ! a Ed EXPANSION JOINT S= SLOPE EQUALS - - - _ EASEMENTQ o A 3 4 ELEV ELEVATION SD STORM DRAIN LIN EP EDGE OF PAVEMENT SH T SHEET 288 288 CONTOUR = *t v w ER END OF RETURN SS SANITARY SEWER CURB Z D K tk EXIST EXISTING ST STREETSD " E EXISTING STD STANDARD -. XSD STORM DRAIN > Lo FDC FIRE DEPT. CONNECTION S/W SIDEWALK W WATER W Y "` 0 VICINITY MAP FDCLTC FIRE DEPT.INISHED FLOOR ELE ON LINE TEL TOP OF CU TELEPHONERS PAVEMENT SS SANITARY SEWER --� a NTS FGFH FIFIRENISHHYDRANT TED GRADE TEMPP TETOPMPORARY OF TOH UNDERGROUND TELEPHONE 3 N Q o "' FL FLOW LINE TYP TYPICAL OVERHEAD UTILITIES U co o FP FIRE PROTECTION VG VALLEY GUTTER G GAS FW FRONT OF SIDEWALK W WATER E FWL FIRE WATER LINE W/ WITH UNDERGROUND POWER 11-411 - ,r-fxsrrc•>,--1 rs.--,--• :_..,�* „rte,- ,- K;.i,.K- G GAS WV WATER VALVE X 4' BLACK CHAINLINK FENCE _ _ , \ �RQpF'! r I OL n G- GUTTER EQUALS WSE WATER SURFACE ELEVATION�,•;a„� \ Z GB GRADE BREAK 0 SILT FENCE - \ Ni. \____] U U1 0 GV GATE VALVE RETAINING WALL\ \ , :� IE INVERT ELEVATION FACE OF WAIL O q O �\ t o o ® o I N ltii. u -s .-. \ \ © 1�iF#� iA: I ;s W _ SHEET INDEX co J � 1 co.00 CIVIL NOTES Q \\ 1• i PROPOSED ? co.01 CIVIL NOTES 0 0 l 4 1 CONTACTS C1.00 EXISTING CONDITIONS AND DEMO PLAN 2 i i -'i BUIILDING f ] OWNER: GEOTECHNICAL ENGINEER C2.00 LAYOUT AND PAVING PLAN 2 II 0 Q i p C3.00 GRADING PLAN T- ill oCOMMUNITY PARTNERS FOR ALDER GEOTECHNICAL SERVICES 04.00 UTILITY PLAN 0 < U_ li�+ r / I� AFFORDABLE HOUSING 3910 NE 10TH AVE II / 6380 SW CAPITOL HWY PORTLAND, OR 97212 C5.01 CIVIL DETAILS 0C5.00 CIVIL DETAILS Q w _ pyo PORTLAND, OR 97239 PHONE: 503.282. 7482 Y CO ° C5.02 CIVIL DETAILSCL • r PHONE: 503.293.4038 CONTACT: JOHN CUNNINGHAM ft �- I i CONTACT: RACHAEL DUKE C5.03 CIVIL DETAILS I '- O R• c C5.04 CIVIL DETAILS C� LANDSCAPE ARCHITECT W LL C AP ARCHITECT MARIANNE ZARKIN If PUBLIC SHEETS 0 (n ii 'il I r! F o CARLETON HART ARCHITECTURE P.C. LANDSCAPE ARCHITECTS C6.00 PUBLIC COVER Y a [K L.LI -:::'_■ % Ism 830 SW 10TH AVE, #200 1326 NE 63RD AVE C6.01 PUBLIC NOTES I W 0- rc n PORTLAND, OR 97205 PORTLAND, OR 97213 V .I C6.02 SW 68TH PARKWAY PUBLIC PLAN AND PROFILE ❑ / PHONE: 503.206.3193 PHONE: 503.802.0031 C6.03 PUBLIC DETAILS O 0~p z I �� - CONTACT: ANNA GALLOWAY CONTACT: MARIANNE ZARKIN C6.04 PUBLIC DETAILS CO ct e. !• ++ ED /moi` SURVEYOR CONTRACTOR W Q I AKS ENGINEERING & FORESTRY, LLC LMC CONSTRUCTION CCB 161282 CL •o-••••••••• •"�'• ' I• ` :g I, % 12965 SW HERMAN RD, STE 100 19200 SW TETON AVE l 1 PORTLAND, OR 97062 TUALATIN, OR 97062 0 A, I PHONE: 503.563.6151 PHONE: 503.646.6823 - 1 1 ' .i I CONTACT: NICK WHITE CONTACT: CHRIS DUFFIN © Z .r- 'I _ CIVIL ENGINEER �,- _ -�, 1� i. HUMBER DESIGN GROUP, INC. O• \�k�^\, 117 SE TAYLOR ST, STE 001 PORTLAND, OR 97214 0 �' _ C A �� e— <� , �. ) I PHONE: (503) 946-6632 0 I,,' .1 / C �Y �.'o CONTACT: WILLIAM BRANNAN, PE - CIVIL NOTES SITE PLAN 0SCALE: 7"=50' IMPERVIOUS AREA PROJECT NO. 17055 WITHIN PRIVATE BENCHMARK PROPERTY (SF) 02.28.2019 VERTICAL DATUM: ELEVATIONS ARE BASED ON WASHINGTON COUNTY X GEODETIC CONTROL POINT NO. GC 22-028, BEING A 2-1/2 INCH BRASS EXISTING IMPERVIOUS - DISK AT THE INTERSECTION OF SW 72ND AVENUE AND HIGHWAY 99W - AREA ALTERED BY 1, 734 SF ON THE EASY SIDE OF THE ENTRANCE TO FRED MEYER = 275 (NGVD29) THIS PROJECT Ca ,.- I— H ' z 2 PROPOSED NEW o TAX LOT INFORMATION BUILDINGS 8,642 SF ali TAX LOT 2500 (WASHINGTON COUNTY TAX MAP 1 S-A-36DA) w th PROPOSED NEW L o IMPERVIOUS AREAS 8,162 SF o o OTHER THAN BUILDINGS l� Lll J Q 7 t- Z w H - TOTAL 36,900 SF Q U Li j Q CC a z � J Q Q 116 Lii 7 2 CO • 00 0 rlL z 0 a rt N%p IE.,i, 4� 64500 tz GENERAL NOTES WATER UTILITY NOTES STORM SEWER NOTES SANITARY SEWER NOTES A ORE g'4.11*--V-411411t.'' 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE �! GyF 1 ,gyp % 1. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED 1N ACCORDANCE 1. SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH / P 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO WITH WASHINGTON COUNTY, TUALA TIN VALLEY WATER WATER DISTRICT, AND THE PLANS AND THE APPLICABLE REQUIREMENTS OF CWS STANDARDS AND THE WASHINGTON COUNTY AND CLEAN WATER SERVICES (CWS, FORMERLY UNIFIED 4M G . 8� THE LATEST STANDARDS AND PRACTICES OF THE OREGON STRUCTURAL CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS, AMERICAN WATER APPLICABLE REQUIREMENTS OF WASHINGTON COUNTY. SEWERAGE AGENCY) STANDARD SPECIFICATIONS AND DRAWINGS. SPECIALTY CODE (BUILDING CODE), OREGON PLUMBING SPECIALTY CODE WORKS ASSOCIATION (AWWA) STANDARDS, OREGON ADMINISTRATIVE RULES (OAR), EXPIRES 12-31--19 (PLUMBING CODE), AND THE OREGON FIRE CODE (FIRE CODE), LATEST AND THE OREGON PLUMBING SPECIALTY CODE (OPSC), 2014. 2. LOCATION OF EXISTING UTILITIES IS BASED ON AVAILABLE INFORMATION. IT IS THE 2. ALL SANITARY SEWER PIPE (EXCEPT SEWER SERVICE LATERALS) SHALL BE 8" EDITIONS. CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF PVC PIPE CONFORMING TO ASTM SPECIFICATION D3D34 (SDR 35). JOINT ' EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY 0 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND 2. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE BASED ON AVAILABLE DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 2 BUSINESS DAYS SHALL BE RUBBER RING TYPE CONFORMING TO ASTM SPECIFICATION D2112. SCHEDULING ALL WORK WITH THE OWNER. INFORMATION AND ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE PRIOR TO CONSTRUCTION. PIPES IN AREAS WITH LESS THAN 4' OF COVER SHALL BE PVC C-900 OR a E TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO DUCTILE IRON. 0 3. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION AND CONSTRUCTION, AND POTHOLE ALL EXISTING UTILITIES AS REQUIRED TO AVOID 3. PIPE BEDDING AND BACKFILL SHALL CONFORM TO THE CWS STANDARDS. W U COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR CONFLICTS WITH THE PROPOSED WATER LINE. INFORM THE ENGINEER OF ANY 3. ALL SANITARY SEWER SERVICE LATERALS SHALL BE 4" PVC PIPE CONFORMING DISCREPANCIES IN THE PLANS. 4. THE CONTRACTOR SHALL A T ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF TO ASTM SPECIFICATION D3034 (SDR - 35) AND AT A MIN. SLOPE OF 2% TO0D -c COMMENCING CONSTRUCTION. ALL PERMITS AND LICENSES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY FOR, INCLUDE IN THEIR O.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND 0 //�� UNLESS NOTED OTHERWISE. 0 BUDGET AND PAY UNLESS OTHERWISE APPROVED BY OWNER IN WRITING. 3. THE EXCAVATION CONTRACTOR SHALL CALL THE OREGON UTILITY NOTIFICATION TRENCH PROTECTION OF WORKMEN. /B\ C 1- CENTER (1-800-332-2344) AT LEAST 48 HOURS, BUT NOT MORE THAN 10 4. AIR MANDREL AND TV TESTING OF SANITARY SEWER LINES AND MANHOLES Va) 4. ALL EXCAVATORS MUST COMPLY WITH THE RULES ADOPTED BY THE OREGON BUSINESS DAYS, BEFORE BEGINNING EXCAVATION. OREGON LAW REQUIRES YOU TO 5. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE SHALL BE CONDUCTED IN ACCORDANCE WITH CWS STANDARDS. ALL W0(NI co UTILITY NOTIFICATION CENTER, INCLUDING NOTIFICATION OF ALL OWNERS OF FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED NECESSARY TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND F' 1-- " UNDERGROUND UTILITIES AT LEAST 48 HOURS, BUT NOT MORE THAN 10 RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-00]-0090. PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL BE SET 6" ABOVE WITNESSED BY A REPRESENTATIVE OF THE CITY OF TIGARD AND THE ENGINEER. COPIES OF THE RULES ARE AVAILABLE THROUGH THE NOTIFICATION CENTER. IF = 0 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. THOSE RULES ARE ADDITIONAL INFORMATION IS DESIRED, YOU MAY CONTACT THE WATER FINISHED GRADE. V SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090 AND ORS DEPARTMENT AT 503-615-6700. 5. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT o 757.541 TO 757.57. THE TELEPHONE NUMBER FOR THE OREGON UTILITY 6. ALL STORM SYSTEMS SHALL BE VIDEO INSPECTED, PASS THE REQUIRED IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATIONre NOTIFICATION CENTER IS 503-232-1987 AND THE LOCAL "CALL 48 HOURS COMPACTION TEST (AASH TO T99), AND A DEFLECTION TEST, PER CWS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF Q c BEFORE YOU DIG NUMBER" !S 503-246-6699. 4. THE CONTRACTOR SHALL NOTIFY THE TUALATIN VALLEY WATER DISTRICT AT STANDARDS. ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCA TES A T LEAST 2 - 503-848-3000 A MINIMUM 48 HOURS (TWO BUSINESS DAYS) PRIOR TO BUSINESS DAYS PRIOR TO CONSTRUCTION. 0 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS CONSTRUCTION. WEEKENDS AND HOLIDAYS ARE NOT TO BE COUNTED AS PART 7. CONTRACTOR MAY SUBSTITUTE PVC 3034 FOR THE STORM DRAIN PIPE MATERIAL IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE. OF NOTIFICATION TIME. ON THE DESIGNATED PLANS. PVC AND ADS PIPE SHALL MEET THE 6. FINISHED RIM ELEVATIONS OF MANHOLES WITHIN PAVEMENT ARE APPROXIMATE, Q o CONTRACTOR SHALL VERIFY ELEVATIONS OF ALL UNDERGROUND UTILITIES REQUIREMENTS OF CWS. A MANDREL TEST WILL BE OF THE REQUIRED NOTE FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. 2 N PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY 5. WATER LINES SHALL BE CLASS 52 DUCTILE IRON PIPE PER AWWA C151 WITH A THAT THESE ALTERNATIVE MATERIALS MAY ONLY BE USED WHERE A MINIMUM OF RIMS OUTSIDE OF PAVEMENT GRADES SHALL BE SET 6" ABOVE FINISHED DISCREPANCIES TO THE ATTENTION OF HUMBER DESIGN GROUP, INC. MINIMUM 36 INCHES OF COVER OVER THE TOP OF PIPE, UNLESS OTHERWISE 4' OF COVER IS MAINTAINED, AND MUST BE APPROVED BY THE ENGINEER, GRADE. Z NOTED ON THE PLANS OR IN THE SPECIFICATIONS. ALL WATER LINES LOCATED 0 c N POTHOLE ALL CROSSINGS AS NECESSARY BEFORE CONSTRUCTION TO OTHERWISE CONCRETE SEWER PIPE SHALL BE USED. ALL CSP SHALL BE PREVENT GRADE AND ALIGNMENT CONFLICTS. UNDER A HARD SURFACE SHALL HAVE FULL DEPTH ROCK BACKFILL PER OREGON ASTMC-14, CLASS 3 UNLESS OTHERWISE NOTED ON PLANS. 7. PIPE BEDDING AND BACKFILL SHALL CONFORM TO CWS STANDARDS. TOP 6" DEPT OF TRANSPORTATION (ODOT) STANDARDS, COMPACTED TO 95Z AASHTO TO BE TOPSOIL IN LANDSCAPE AREAS. W - N T-99. SEE ALSO, NOTE 21. 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE8. ALL STORM SEWER PIPE OUTSIDE OF WASHINGTON COUNTY R.O.W. SHALL BE J 2, M CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY GASKETED PIPE CONFORMING TO WASHINGTON COUNTY STANDARDS. 8. SANITARY SEWER MANHOLE CONSTRUCTION SHALL CONFORM TO CWS v 6. ALL WATER MAIN LINES, SERVICE FITTINGS, AND JOINTS SHALL BE RESTRAINED N ADHERED TO IN THE PERFORMANCE OF THE WORK. WITH MECHANICAL RESTRAINTS, FIELD LOCK GASKETS, OR APPROVED EQUIVALENT. 9 C STANDARDS. < cn o M SEE ALSO, NOTE 21. 9. CONTRACTOR SHALL NOT CONSTRUCT PRIVATE STORM FACILITIES WITHOUT CITY 7. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE USED OF TIGARD BUILDING DEPARTMENT APPROVAL. 9. ALL SANITARY SEWER SERVICE LATERALS SHALL TERMINATE 8' BEYOND THE U m in AS NEEDED. THE CONTRACTOR SHALL ADHERE TO WASHINGTON COUNTY PROPERTY LINE UNLESS OTHERWISE NOTED, AND SHALL BE PLUGGED TO 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER EROSION CONTROL STANDARDS AS NECESSARY FOR EROSION CONTROL 10. A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO INSTALL THE STORM PREVENT DIRT AND DEBRIS FROM ENTERING PIPE IN ACCORDANCE WITH CWS HORIZONTAL AND VERTICAL SEPARATION BETWEEN SANITARY SEWER LINES AND MEASURES. DRAINS. STANDARDS. THE ENDS OF THE LATERALS SHALL BE MARKED WITH A WOOD O WATER LINES AS REQUIRED BY THE OREGON HEALTH AUTHORITY, PUBLIC HEALTH 2"X4" SET VERTICALLY AND EXTENDING AT LEAST 24" ABOVE FINISHED GRADE. 8. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL ROADWAYS CLEAN AND DIVISION, OAR 333-061-0050. 11. ALL TRENCHES PARALLEL TO A BUILDING SHALL BE KEPT OUT OF THE ANGLE OF THE WOOD MARKER SHALL BE PAINTED, OR MARKED AS SPECIFIED WITHIN THE Z FREE OF CONSTRUCTION MATERIALS AND DEBRIS. 8. ON-SITE DOMESTIC WATER SERVICE LINES SHALL BE INSTALLED AS REQUIRED BY REPOSE FOR THE BUILDING FOOTING. LATEST EDITION OF THE CLEAN WATER SERVICES STANDARD. O 9. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR OPSC. CONTACT THE WASHINGTON COUNTY BUILDING DEPARTMENT AT 12. ALL PIPE AND FITTINGS WITHIN TWO FEET OFA BUILDING SHALL BE OFA TYPE 10. A MINIMUM OF TEN FEET 10' HORIZONTAL SEPARATION IS REQUIRED BETWEEN TO SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH. 503-846-3470 FOR REQUIREMENTS. THAT IS ALLOWED FOR USE WITHIN THE BUILDING. ( } N O SANITARY AND WATER LINES. A MINIMUM FIVE FEET (5') HORIZONTAL N = N 9. PRIOR TO BEING PLACED IN SERVICE, ALL WATER LINES AND SERVICES SHALL BE 13. BUILDING SEWERS SHALL BE TESTED BY PLUGGING THE END OF THE BUILDING SEPARATION IS REQUIRED BETWEEN SANITARY AND STORM LINES. ALL N 10. CONTRACTOR TO ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, LEAK TESTED, FLUSHED, AND STERILIZED BY THE CONTRACTOR, ALL IN CONSTRUCTION MUST MEET CLEAN WATER SERVICES DEQ AND STATE WATER ti W SEWER AT ITS POINTS OF CONNECTION WITH THE PUBLIC SEWER AND GAS, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW ACCORDANCE WITH WASHINGTON COUNTY DESIGN AND CONSTRUCTION STANDARDS SEPORRCES BOARD REQUIREMENTS FOR SEPARATION. REQUIREMENTS FOR z J COMPLETELY FILLING THE BUILDING SEWER WITH WATER FROM THE LOWEST TO GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF AND OPSC. A WATER DEPARTMENT REPRESENTATIVE MUST BE PRESENT DURING SEAATfON. Z m THE HIGHEST POINT THEREOF, OR BY APPROVED EQUIVALENT LOW-PRESSURE AIR CONFLICT OCCURS. PRESSURE TESTING AND CHLORINATION. BAC-T TESTING SHALL BE INCLUDED AT TEST. THE BUILDING SEWER SHALL BE WATERTIGHT AT ALL POINTS. PUBLIC O O Q CONTRACTORS EXPENSE IF REQUIRED BY AUTHORITY HAVING JURISDICTION. STORM TESTING PER PUBLIC WORKS STANDARDS. 11. ALL SANITARY SYSTEMS SHALL BE VIDEO INSPECTED,DEFLECPASS THE REQUIRED ❑ 11. HUMBER DESIGN GROUP, INC. ASSUMES NO RESPONSIBILITY FOR ANY COMPACTION TEST (ASHTO T-99), AND A DEFLECTION TEST, PER CWS 2 ❑ fl DISCREPANCIES ENCOUNTERED BETWEEN THE CURRENT FIELD CONDITIONS 10. THE CONTRACTOR SHALL PROTECT ALL WATER APPURTENANCES DURINGSTANDARD SPECIFICATIONS. VIDEO INSPECTION TO BE PERFORMED BY AN 2 AND THE INFORMATION SHOWN ON THE SURVEY MAP. THE CONTRACTOR IS CONSTRUCTION. ANY TESTED AND APPROVED WATER SERVICE THAT IS DISTURBED 14. A MINIMUM FIVE FEET (5 ) HORIZONTAL SEPARATION IS REQUIRED BETWEEN AGENCY APPROVED BY WASHINGTON COUNTY. A COPY OF THE VIDEO SHALL 0 PRIOR TO THE CITY'S FINAL ACCEPTANCE OF ALL PUBLIC IMPROVEMENTS SHALL STORM AND WATER LINES. ALL CONSTRUCTION MUST MEET CLEAN WATER O Q U_ w RESPONSIBLE FOR REPORTING ANY DISCREPANCIES TO THE OWNER'SSERVICES, DEQ AND STATE WATER RESOURCES BOARD REQUIREMENTS FOR BE FURNISHED TO THE OWNER. 0 0 REPRESENTATIVE. BE REMOVED AND REPLACED BACK TO THE WATER MAIN AT THE DEVELOPER'S SEPARATION. EXPENSE. 12. ALL TRENCHES PARALLEL TO A BUILDING SHALL BE KEPT OUT OF THE ANGLE _ W 12. MATERIALS TO BE STORED ON FINAL AC LIFTS WITH CRIBBING AND VISQUEEN 15. ALL MANHOLES LOCATED WITHIN DRIVE AISLES WILL HAVE LIDS THAT BOLT DOWN. OF REPOSE FOR THE BUILDING FOOTING. W >' Et TO PROTECT PAVING FROM DAMAGE AND STAINING. 11. NO CONNECTION TO AN EXISTING WATER LINE SHALL BE MADE WITHOUT W 0 r" AUTHORIZATION BY THE WASHINGTON COUNTY WATER DISTRICT. 13. ALL PIPE AND FITTINGS WITHIN TWO FEET OF A BUILDING SHALL BE OF A TYPE Ce 5Li- 2 13. EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING THAT IS ALLOWED FOR USE WITHIN THE BUILDING. cc CONSTRUCTION OR REPLACE IN ACCORDANCE WITH OREGON REVISED 12. NO WATER VALVE SHALL BE OPERATED WITHOUT AUTHORIZATION BY THE GRADING NOTES V i W STATUTES 209.140-209.155. TUALATIN VALLEY WATER DISTRICT. 1. GRADING TO BE COMPLETED PER RECOMMENDATIONS IN THE SOILS REPORT PREPARED 14. BUILDING SEWERS SHALL BE TESTED BY PLUGGING THE END OF THE BUILDING i Z W SEWER AT ITS POINTS OF CONNECTION WITH THE PUBLIC SEWER AND 0LIJ 13. !N THE EVENT OF A CONFLICT OR CHANGE !N CONDITIONS, THE TUALATIN VALLEY BY ALDER GEOTECHNICAL SERVICES. DATED AUGUST 2, 2018. CHECK WITH JOHN COMPLETELY FILLING THE BUILDING SEWER WITH WATER FROM THE LOWEST TO 0 1- Z CUNNINGHAM FOR MOST CURRENT REPORT FOR ADEQUACY, RECOMMENDATIONS, AND THE HIGHEST POINT THEREOF, OR BY APPROVED EQUIVALENT LOW---PRESSURE 00 f-" WATER DISTRICT RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS TO THE SECTIONS. AIR TEST. THE BUILDING SEWER SHALL BE WATERTIGHT AT ALL POINTS. cL LOCATION OF A WATER LINE OR APPURTENANCE AS REQUIRED FOR CONSTRUCTION. 2. ALL SURFACES SHALL MEET EXISTING GRADES SMOOTHLY AND EVENLY, AND MAINTAIN 15. ALL MANHOLES LOCATED WITHIN DRIVE AISLES WILL HAVE LIDS THAT BOLT W [L 14. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL CONSTANT SLOPES. DOWN. / O MEASURES IN ACCORDANCE WITH CLEAN WATER SERVICES EROSION PREVENTION 3. UNLESS OTHERWISE NOTED ON PLANS, SURFACES SHALL MEET THE FOLLOWING SLOPE 16. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS CD ~ AND SSEDIMENT CONTROL STANDARDS, CURRENT EDITION. REQUIREMENTS: ADJACENT TO EXISTING TREES IN ORDER TO MINIMIZE DISTURBANCES TO TREE Z 15. ALL EXISTING ASPHALT CONCRETE (AC) PAVEMENT AND/OR PORTLAND CEMENT - PEDESTRIAN WALKWAYS, 2.0% MAX. CROSS SLOPE ROOTS. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AS INDICATED T- D ADA STALLS, 2.0% MAX. SLOPE, ANY DIRECTION ON PLANS OR AT DRIP-LINE OF EXISTING TREES. NO PARKING VEHICLES CONCRETE (PCC) SHALL BE SAW CUT AS REQUIRED FOR REMOVAL. - LANDSCAPE AREAS, 2.0% MIN. TO DRAIN UNDER TREES. - ASPHALT, 1.3% MIN. TO DRAIN 2 16. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN "AS - CONCRETE, 0.5% MIN. TO DRAIN 17. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, LIDS, VALVE BOXES, ETC. TO 0 GOOD OR BETTER" CONDITION AS DETERMINED BY THE TUALATIN VALLEY WATER - CONCRETE GUTTERS, 0.3% MIN. TO DRAIN FINISH GRADE. (:) DISTRICT. 4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXISTING SITE AND DRAINAGE 17. WA TER MAIN AND SERVICE SHUT-OFFS SHALL BE COORDINA TED THROUGH A PATTERNS AND PROTECTION OF EXISTING ENGINEERED DRAINAGE FACILITIES. WATER DEPARTMENT REPRESENTATIVE. REQUIRED NOTIFICATION FOR SHUT-OFFS CIVIL NOTES SHALL BE DONE ONLY AFTER ACCEPTANCE OF WATERLINE BY WATER DEPT. AND 5. CONTRACTOR SHALL EXERCISE CARE IN ALL OPERATIONS TO PROTECT EXISTING SHALL BE DONE 48 HOURS PRIOR FOR RESIDENTIAL PROPERTIES AND 72 HOURS UNDERGROUND UTILITIES. ANY DAMAGE RESULTING FROM THIS WORK MUST BE AS-BUILTS MARKUPS ARE REQUIRED TO BE PRIOR FOR COMMERCIAL OR INDUSTRIAL PROPERTIES, NOT COUNTING WEEKENDS RESTORED AT THE CONTRACTOR'S EXPENSE TO THE APPROVAL OF THE OWNER'S PROVIDED BY CONTRACTOR TO DESIGN TEAM AT PROJECT NO. & HOLIDAYS. FAILURE TO PERFORM WORK WITHIN THE STATED TIME WILL REQUIRE REPRESENTATIVE. END OF CONSTRUCTION PRIOR TO OCCUPANCY. RE-NOTIFICATION. 17055 6. CONTRACTOR SHALL REPLACE AND RESTORE AREAS NOT SCHEDULED FOR 18. TRAFFIC CONTROL IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION TO THEIR ORIGINAL CONDITION AND TO THE APPROVAL OF THE OWNER'S CURRENT EDITIONS OF "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" REPRESENTATIVE. 02.28.20 19 (MUTCD) AND ODOT "MANUAL ON TRAFFIC PRACTICES HANDBOOK FOR LOCAL ROADS AND STREETS IN OREGON". DURING THE WORK DAY, ONE LANE OF Q TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ALL LANES OF TRAFFIC SHALL BE c RESTORED AT THE END OF EACH WORK DAY. ALL TRAFFIC CONTROL PLANS w , SHALL BE SUBMITTED TO WASHINGTON COUNTY ENGINEERING DIVISION OR z o APPLICABLE ROADWAY JURISDICTION FOR APPROVAL. a w Z U 19. THE CONTRACTOR SHALL CONFINE PUBLIC IMPROVEMENT WORK TO THE w o DEDICATED RIGHT-OF-WAY AND UTILITY EASEMENT AREAS. w LL1ct J F- 20. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL 0 HAVE A MINIMUM OF ONE (1) SET OF APPROVED CITY STAMPED PLANS AND rte. ct SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. ¢ ,- _&" A PERMIT REVISION 1 - 05.20.19 21. THE CONTRACTOR SHALL VERIFY THE RESTRAINED CONDITION OF EXISTING WATER a 5 A SYSTEM PIPES AND APPURTENANCES, AND INSTALL THRUST RESTRAINTS WHEREcc H / \ADDENDUM 1 - 05.20.19 REQUIRED OR AS DIRECTED, PRIOR TO CUTTING AND REMOVAL OF ANY PORTION ¢ Q OF THE EXISTING WATER SYSTEM. 0o w Q U 0 =0 di C7m 0 0 0 Q 0 1 • Z o a / �- \ \U--- - - 55 HSS d PROTECT EXISTING PROTECT EXISTING PROTECT EXISTING \ N \� _ \•-- OVERHEAD POWERS-� I'RQ�"f,3' \ \--- �2g7 • —� ^—r � TRANSFORMER - �- UTILITY POLE --- - \ �5� 0,,INE-4- /p\ C■■, j '+� :� v -T r�'n ' . ,, _ = 64500f Y1 __ it SHEET LEGEND ':ti —� €I�'ttNE• gdspdniutt_ w 2pHW- --- r49fi_� 1.\A_ --. -oHw- r I` -P - _ • ITEM DESCRIPTION t ORE \ \ \ __-\---- � � � ' i � - - - y0 SVG p -- t9 \ • � - - - 289- .� • ee 1 ,t. ti P�� a ---- \------ 29 ! -- l�EMOVE •EXISTING x/ REMOVE EXISTING TREE \ 5 \� D 0 EXl N A + f -- =_ I f I TREE RE 6 ' 8 PRI SWAY �. - iEMO EXlSf ~ ~ X288 ✓ EXPIRES 12 31-19 • 294 , � 288 - - EXIST MINOR CONTOUR \, EX. 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Z F- `� ' DON XIS TIN 1 / / `` : °. _.,. \ I IC ,A-T THE MIN • t .'til �,+ �` �� ) ` / �g� f o= TEMP CONSTRUCTION 2 0' 66•FH PKW 9�ggg- , ti / ,r ❑ e'.°= ENTRANCE _ cn'iINA7�TE--W/774- TiVWD. * J *� - ti Ct ..° _ ° .. ..°_ _ . ° _ • . e o; 5.0 U �, \\ I \ �a ' ,�"' REM9VE EXISTING 9,� \, / TREE`S \ w: , 288 - 1 ``• f / O CONSTRUCTION FENCEea \ P 1 i \ PRD CT 11 �" �� o� a EX1 S NG _ / ~ / — 1 ��/ / � 2g1 CC a alk � ❑ i � / INS CL SE0'IMENT , / CI SEDIMENT FENCE -EMOVE EXISTING / Q , \ 5.0�. / PI ; ; REEs / 5.0 NCE / _ - i . TING � jam — � / � `� Z A i m m m m m m m m m m LIMITS OF WORK tt r-ANS �RMR, " � 1 / 71 w' COORDINATE WITH ` REMOVE EXISTING > Lo L;r PEr r�g5 - I TREE / Y 0 oI -EX. SAN MN H 03 N et I RIM=2 72.74 I''' '"' Q - y — — -- / CONSTRUCTION 4 W Y ■ INLET PROTECTION o EXISTING CATCH \ , �j �, o / �f ENCS, TYP. r_- IE IN=267.22 (8"N) �� 5.0.. 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B�P� \ `, E: 335.58�, �N; 6971.52 ASPHALT PAVEMENT 6.OG�' E. 3452.33 C5.0� EXPIRES 12-31-19 1 i i' . 9A! o • --v "CUPS TYP L O B 1/45‘, (`2-- E A © A .7 __ \ 1 Illi ', 0' �} ' I 4a • HEAVY CONCRETE C5.0 5 < U ` ` , 1117°1110101; � fl' _ ' yPi (22) SPACE R� wCL E1 ` ` :. �' z 1 1 WALLRETAINING o o PARKING LOT o STANDARD CONCRETE CURB CS 0�� W U : WALL -cc''-'1 1 1 1 .. O ii.1 i ' 4 6 7 / g 11 1 ci y- 1 1 e , IV,P 5I n • I Q ;,N 1 ADA STS WITH/ 7- w1 $ 1 • — — - '. IJ4 / LOADING ONE C5.00 RETAINING l �- 1 . . ' WALL T o SAWCUT0 ~ U — 1 1 1� a �, ,�P'STA PR CAS ..0�' :�I: L Q W o L a) 1 -1� �4 "� EEL TOP TYN `' 1 AA i �, u� 3 29 o SEE ... 0 1 1 ', • N. �� / _" %' o E LANDSCAPE I - (11 ', 1 1 i 'y ` .( 0.3 ' ^ 21. 0' ,_ 7.1.50 21.50' -- O LANDSCAPING l l l . '�rl• '� _.._ _ , 1 - 7 - � - ( PLANS 2 t� AUX T. 1 r /f.7Q \' _ i. r- 5 3 + -.1:: : ',4 ? 4.78' • I� . x.=79: . :A' / I - S TORM WA TER PLAN TER 1�4 1 0 0 - ce a :V . ._� I( e STORMWATER . C5.0 Q l ll BB l .:..'.: I t '�► , PLANTER I \ { ti 544 SF -� SEE 1- - I l . I 1---------- =Elm R: SCUPPER ,f C3.00 GRADING O o ', 1 2.59GRID C-11 • RETAINING CAST-IN--PLACE WALL , l 44 1 t iiC5.03 YP. w SPLAN ANDN1o N: 6874.51 WALLQ 4 4 i E:3422.65 0 I - _ 4 l g 4 1 .r. PROPOSED BUIILDING SMOKING SHELTER.TER. •: itc- \• -- SHEET LEGEND `��ND 4PN�F ,,..„ \ 64500 y \\ \------ _ ` � � � -,__ -- - - � - � � r EXISTING CONTOUR N \ \ ! � � L ° � ` ~r � � ° ORE Z \ J •_ _' _ , C_ _ _ :a: � '� - -�-- - - PROPOSED CON TOUR - MAJOR <e fq F 1 , �P4 / \ . ,�:��j \� L 293.06 ' ~ t 287.8 XXX PROPOSED CONTOUR - MINOR _ _-- \ ,- ____. �I Eti "yl, :a 2 .5. } ' rt3 TC 290'6 89 06 TC 28\9.55 - C 2 9.48 89. •TP 2 7.98 b� ' 5 EXPIRES 12-31-19 TP 28•x. p�� J TP 235.57 � ry \ G . :8.%4 1TF 2FC 290.(79 $;� % f - .c 289.2�� TI TO 28`7.81 - - SAWCUT TP 235.6+ - .1____Til_ .8 7 ,. Z -p$-- PI 7.70 _ • \ �- ift..zi e� 2%:.:7 P 288.,9 \ , U '� � � � TC 233..6 ; ► � ter__.. _ . TC(288.98 _ ir` . :�.5� � �-- � T�28 751 - - GRADEBREAK LINE �� 288 T 28•. • .31 \ G 293.16 8 / TP 287.93 ? -- 288.01 TP XXX.XX GRADE AT TOP OF PAVEMENT a o �\---- � --TP-293:C5 ,11111.46- r I TP 288.p °� TC 288.01 39 . STC 287.04 ' �( ICI 14 4.�: 28 3 P -` • ' TP�8�54W\ r TP 87 128^ U T�=187.50 TC XXX.XXGRADE AT TOP OF CURBroTP 291.45 / b�'� Y -� CC\\ �_ -� f.-- � T87.42 / (rl a z� 287�0Q = �, TC 287.91 , FF XXX.XX FINISHED FLOOR ELEVATION0 \ } o TP 290.98 tom TP •i 47� lir P -2&7 V FG 285.86 1 TP 28 7.41 TP 08 //T►�I 286.36 ~ O o TP 291.09 �7l f s i TC ;/� 1 / a.W 282 82 FG XXX.XX FINISHED GRADE V N ai \\ CO ` / P�90:96 ,� VO�li r TTW P 2 91 41 ow " 06 C27. '3. b� 96 3•-� i i TP 286.43 W a ,° 93 \ T- 6 2 6 n TP 286.47 TW XXX.XX TOP OF WALL ELEVATION n ` % 411TP 287.41.45 .4 - --- ` '`'• , =7,:e28 Ali r ` 286.34 - °� `\ - Tf'�287 5a L ii y-- 1 i _! TC�y':7.3.. / C 2 5B8 _ I BW XXXma. .XX BOTTOM OF WALL ELEVATION = o Y ' � - �.-. �� Tw 86.33 V Z ..... \\ ' ` .'FFG.285'43 " ' .'$ 284.9U . -'�-` �'• Thw 282.89 TOV XXX.XX TOP OF VAULT ELEVATION -� ' W 287.65 --%-� / TC 286.25 \\\ I } 91.45 r TW 285.93 TW 85.40 FG 84.40 r� t� �P"285.75 (E) EXISTING Q ro ,\ ` TP8T 1 FG186.4 r� I \ TP 286.49 ` + 4 TP 287.12 / T 286. X•X9 SLOPE ARROW fl \ - A_ ___. > i` TP 287.02- - i- ,_ - TP 284.40 ., •fr - - TW 286.99 CL ca \ / o TP 287.94 / / // TP 6.64 •/� BW 283.21 Q o ') �i -'+---- - ----\ t I ' 287.13 / / / X287 9 TW 287.14 I PROPOSED BUIIL.VING T 2825' BW 284.27TW 284.34 z __ FF=287 / / ' gli) - BW 284.33 SHEET NOTES 0 c / - } -� / TP 2�8'7.09� / Q - / TP 286.99 TW 285.42 1. SLOPE ARROWS ARE FOR INFORMATION ONLY. SPOT W (13 N y �� I I / / / f BW 285 39 GRADES CONTROL CONSTRUCTION. NOTIFY ENGINEER o I '! r �� / - / � ,/ IF SIGNIFICANT DISCREPANCIES ARE ENCOUNTERED. -.] v 7 CC \ oPM4 th Q ,� TP 286.80 I TP 285.83 - J I // / ¢ Q "' U 'Pr -� - I -<s r r / / / o I -Car " - 73 - z �� / / / ` / // / / / \ / - = - � - moi / / / / �' Z � � � � ,L �� _- - _ = / j / r / .=: . - ' Co ,,CRAWL PACE V / JI I / / .:: • FF= 78.17111 / /� / .`'- w N O I I / 7 / / �/i . a- 1%-- W .� // // �� / /',r z w m -TP 8.17 , ! / / //;),f// ,/ IOO < hill 278.12 // 7/ � /i� ) I ❑TP 278.1 1 / / / �� J fl pI _ rTP 277 / //ITP 278.17 /1 III / V Ur LL f- _N o � � TP 278.10 / // ,/ / W �-- ~ ; TP 278.TP .05 �/ /� � / I � � � � 11 TP 278.05 �/ �/ // ,,'I W LLI c Q ❑T ` 7P 278.10 78 05 �� %/�� f �/ Ce 5 LL I / TP 278.37 27 + y TP 278.06 �� /j) / // /�N 0 (n CC I_ TF 277.75 / j <2 / ` Y W 44 TOV 276.86 - . �- Dov 76.85 I/ /% �/ t 0 H z \ \ / TO 7 �/� S - EPS cc I l ` �// ,�/VC-/_> ---" \ ---- cn ................................................. c\i,..- 4 + i .. 0.) i_ N „ ) H 1 „.. 1 \ �� /// /J / /11 - \\ 2 } ....„--- \ 0 _, 0 ' n - -, --=2--,,, ,--_,----,,,,,-- , / - 1 I • d / r ja �- 1 -' J - I GRADING PLAN` I_ ,'-- \ \ I \ �/ \ � / / I" 11 /1 / 7 1/ I PROJECT NO.. , J /�� \\ \ , / I 17055 / '// / �'' ` \ / l `' --�\ \,.....:5;_:_/___/- X 02.28.2019 44* \ 0 7' 1 .1- r / ‘.Jr/' ,' \ \ X I W 0 V 0IE.- (4. \ ) ,,!-PSE I a 1- ,, 4( 1. 1 > z . 770 . I ' ■F/ _u�'� 10 / I /" o W Ix -JI- , --- GRADING PLAN Q0 a z 1 0Q 1 1"=20' a i- i: 2 GRAPHIC SCALE 0 20 40 w J.- < 1 inch = 20 ft. x J Q U LLLLg Q' i O di Vin Z (.)a \�c�p PRO��S' ---i, SHEET ABBREVIATIONS c., a'�� \ �y-t �7; - - 4"k- `y�why �r -W3*-***, ,-: ' �;,�- iE y AREA DRAIN \ \. _ -aHw-- - - -"- -orrw PROPERTY LINE „ 0 AD ORE g4se414:".- _ - ww_- - -orrw -°"w' � { Y _ BWV BACK WATER VALVE (CLEAN CHECK VALVE) ` �� + ` �,, \ 4110Klal i ' Ui CO TG CLEAN OUT TO GRADE <� 'y£ 1 do �4J, ` 1 v' DWCTBDOMESTIC WATER CONNECTION TO BUILDING �q� g�P NYLOPLAST ACCESS DOMESTIC WATER POINT OF CONNECTION ice \ \ DWPOC EXISTING 12-31-19 1OLE-6"SP W FLOW CONTROL© EX EXPIRES \ \ \ \ S=C_020U - lF=2 2.12 STRUCTURE 5.0 FD FOUNDATION DRAIN + _ FDC FIRE DEPARTMENT CONNECTION *if IR!✓U�-286.35 _ FS FIRE SER VICE (SPRINKLER WATER) • �, rz.: I T1IE 1N=278.48 FSC TBFIRE SERVICE CONNECTION TO BUILDINGU \ 1 ��- CONTECN (2) CARTRIDGE ....... ............_ :- I IE OUT=278.28 K ' 1 N '5.0 WATER QUALITY MANHOLE •11 K I I ' FSPOC FIRE SERVICE POINT OF CONNECTION a E \ \ ' I R/M=287.25 _ ':>; I 1 FSV FIRE SERVICE VAULT o + !E lN=284. 75 33LF-6"SD OD OVERFLOW DRAIN W • \ CU '� IE OUT=282.45 5=0.0200 O (0--v.,.././o/��/�/�� O POC POINT OF CONNECTION __ \ 0� + - - _+•• �- - ,, , � SD ROOF DRAIN CONNECTION = c IX _ - - `� DETENTION GALLERY so STORM SEWER0 r _ ,---- ,RIM=287.0 STOP OF CHAMBER _ 283.1 5.+� oo SDPOC STORM SEWER POINT OF CONNECTION ° \\\ 40,1} 'ti , SS SANITARY SEWER 0 ,, y Y SSC TB SANITARY SEWER CONNECTION TO BUILDING LU o Ct L + CLEA l d 59LF-6 �D SSPOC SANITARY SEWER POINT OF CONNECTION H ti o t S = a ilk � o � � � \ ti 1 CHECK _ _ _ i _ II TR THRUST RESTRAINT �'\\I N I�'I VALVE Ll _ _ - � t -• 47:�v � - WM WATER METER I 0 l _ �I i I 1 _� - i . •. _ .. .l .. . _ _- I r + 1l * 4" PERF PIPE • IX oS t I a c EX. STM MN ` \ I Il i 6" SD CONNECT /4 * SHEET LEGEND co RIM=292.33 ! s STORM WA TE OVERFLOW DRAIN- 1I-TO PLUMBING 5.0 PLANTER 488 SF _71 SYMBOL DESCRIPTIONIE IN=285.46 (12"NW) 1 ti s IE=285.40 SDCO QIE IN=286.36 (12"NE) - 4 �' l IE=277.93 I I XLF-X"SD STORM DRAIN Q !E OUT=285.16 (12"S) I I I S=X.XXXX = PROPOSED BUIILDING J I t it r XLF-X"PERF. PERF. DRAIN - :�- BWV yvi S=X.XXXX z N 0 SDPOC ,� 1 N Iii; { ll ' ' I 1I=X.XXXX SANITAR Y DRAIN I- L N IE IN= 276.88 (8 NE) • =11 -- rte- - - 1 _ �I X. SAN MH W l0 M °p I = . " vDOMESTIC WATERi LLI ICL N 1 II -avral !E 1N=267.22 (8"N) EX. STM CD / 1 --J RIM=282.44 E I + j !E IN=268.18 (8"E) XLF-X"FS Q 4 M IE OUT=278.54 (12#'SE) III / I IE OUT=267.00 (10"SW) FIRE WATER U co Lo SUMP=278.24 111 1 I I / RIP RAP P POWER EX. STM MH 1 I Q r" Ii APPROX. TOP OF RIM=282.00 J / IE=269.50 G NATURAL GAS LINE Z IE 1N=277.30 (12"1\W) 1 I / SS PIPE=266. 77 1E IN=276.88 (15"N) I Fp / Q �° !E OUT=276.68 (15"S) 1 I < I - II �o / 0o TELEPHONE O I I I Y I I� / 4` NCN = „ ci 1 I•- I 33LF--3" W I / 1 11 • '1, APPROX. CREEK ELEV. BWV C5.00 I` CO 1t WC TB I � AT OUTFALL=267.00 u) 0) J ,, (O + I 6 Z 11 or7 I sc TB 1 SSC TB ,,� I WM 05.01 0 0 Q N U3 '� I 2" GAS /� ofif TRANSFORMER 1 - N FSVPAD / C5.01 Q Q IJ F 3" iWM WIT , _ 1 • / 41LF-6"SSovz % I FDC C5.03 ~ 2" BYPASS r T / S=0.0200 (VEGETATED CORRIDORI / W �- I 28L� -4 W�. 1 / 75LF-6" FS DRAIN FROM 3- j II-' I t �� f BWV & WM RIP RAP (5.0� 0 a Cn CC •03 WS FSPOC ;, ° ,gyp TO FSV Y W - �r� V 0- 1 15� F-8 FS - 1. r-` ~•• SSPOC 11 I CLEAN OUT C5.00 Z :• r /E=261.671 5. # J 0 I - 10 F-6" FS / w pp r FI! ,� I BACKFLOW j 8 IX CO fx 1 1=UBLIC VAULT I P /� I / BACKFLOW VAULT C5.01 0 Q N 4LF-6" � 1" POWER CONDUIT ST : / WCL CL I 2" DRAIN PIPE z SV FOR SUMP PUMP L`' . IRQ_ ...- EX SA fi...MH w co0 I DAYLIGHT 1" AB E �o I W SUMP '� I� SHEET NOTES o II- RIM=273.63 I GUTTED' FLOW LIN A Liv) 1 / ,� Z \ !E 1N=259.93 (10"S) I , Q DC �' r vi !E IN=258.17 (1p-NEI) I �` I �`' ' 4 EP- \ 1. INSTALL 4" PERFORATED FOUNDATION DRAINAGE PIPE AROUND D \ IE OUT=258.12 (10" W) I;, �'`� ...............................�........... 5��,�� PERIMETER OF NEW BUILDINGS. CONNECT PERFORATED PIPE TO Nor / �l SOLID PIPE WITH CLEANCHECK BACK WATER VALVE. REFERENCE 1 DETAILS 4 AND 5, SHEET C5.00. 0 + Ally) I 2. CON TRACTOR TO ENSURE THAT ALL PERFORATED PIPES ARE \ ' I i , / / I INSTALLED FLAT (FREE OF 'BELLIES'), OR WITH ESTABLISHED 0 1 i ° I 1 - I POSITIVE DRAINAGE. % --_I I,'t\ / " 3. REFER TO ELECTRICAL PLANS FOR SITE LIGHTING, POE PRIMARY, ry / `\ / } AND TELECOM. UTILITY PLAN ,/� I �O y r � r 4. WATER, FIRE PROTECTION LINES, AND FDC LINES MAY BE JOINT �/ i r ` TRENCHED, AND ARE SHOWN SEPARATED FOR DRAWING CLARITY. 5. GAS LINE MAY BE JOINT TRENCHED WITH WATER SERVICES OR PROJECT NO. I �'� I 1 .� �� ` I TELECOM. I , r �` `�` P ��/ I 6. ASSUME PGE PRIMARY MUST BE IN A SEPARATE TRENCH FROM 17055 ti ,�/ ; of \` 0;(1 RG ' PRI VA TE UTILITIES AND TELECOM. vi C. <J�-� / 7. COORDINATE FOOTING PENETRATION WITH STRUCTURAL ENGINEER ' / �,' n W * �14 /'` TO ENSURE STORM PIPE CLEARANCE UNDER THE PROPOSED 02.28.2019 / ' ,� e I I a g�, � BUILDINGS. x ��,'� /�°S' ,'' jr//i �ZQ 4Q �� 8. CONTRACTOR SHALL INSTALL COMPLETE STORM SEWER SYSTEM I r l' tx2 N I PIPING, FITTINGS, AND APPURTENANCES REQUIRED TO SERVICE v / \' CONSTRUCTED BUILDINGS. SYSTEM SIZING AS NOTED ON PLANS. 0 AO 'EX. STM M '� �° �,• / \ I 9.CONTRACTOR SHALL INSTALL COMPLETE WATER SYSTEM PIPING, H o S' R/M-_271.(3 r f ' �0 ` FITTINGS AND APPURTENANCES REQUIRED TO SERVICE E / I , !E 1,126 2. 4 415"E) I I III u CONSTRUCTED BUILDINGS. SYSTEM SIZING AS NOTED ON PLANS. ,IE -22�4 (12"W)- ,...r-6(,,S TM CP---- 10.MECHANICALLY RESTRAIN ALL FIRE AND WATER LINES WITH w 1E INCT.85 f15'�N) ,''S'D Rlyd!1�27Q 59 "MEGALUGS" OR "FIELD LOK" GASKETS. UNLESS OTHERWISE .55 15"S ' tk`Z 1Er4UT-270'59 (12") NOTED ON PLANS. PIPE SMALLER THAN 4" SHALL BE PVC w x LE--OUTi 6GY ( ) I SWMP=270.59 I SCHEDULE 40 GLUE JOINT OR SIMILAR. / ��'i ' a I I A PERMIT REVISION 2 - 06.05.19 _.'/' / - I n !: o f I I I I J = w A PERMIT REVISION 1 - 05.20.19 GRAPHIC SCALE l j UTILITY PLAN o 20 40 ADDENDUM 1 - 05.20.1 9 < _ ..______) 1"=20' 6iiiiiii".111.11111 ix 1 inch = 20 ft. z U =o Z H >.m 04 N 0 0 O a Z oa_ c‘.10---PR, ANGlNEfR �� r 64500 9 /2"* ORE � { 1 , ? lakky EXPIRES 12-31-19 B \1 A (()°,067/".1/4" • FITTING AS REQUIRED <alp `� U o 1Y/\ 6" SANITARY LATERAL �� SEE NOTE 1 W 12 * NOMINAL >,.....„‹,,,,,, A, 0c DIMENSIONS 13" DIA. 3 PLACES. I- o 3 Ir e �II� ,, EXIST. 10" CMP �� U ,, °' I�, SANITARY MAIN NOTES: : . ° , FF=SEE PLAN v 42 q ° FINISHED GRADE, SEE PIAN �' I'��/ 1 FROM. CURB THE 51DEWALK,SHALL �SOLOATEDDBY EXPANSION JOINT AS A SEPARATE �� \i\\i\\\\�/\\\i\\\ I c IE=216.7f �Qco MATERIAL ON ALL SIDES EXCEPT AT END OF RAMP NEXT 1 U Q1 1^; y ° o o ° o " C7 = DRAINAGE MA TTING a TO THE ROADWAY. �` - � a j/ o p -p a 4 ° o �°• MINUS ROCK, Q m 45° 2. RAMP TEXTURING 1S TO BE DONE WITH AN EXPANDED „ a B ' ' ° `E} ,,/—FREE DRAINING METAL GRATE PLACED AND REMOVED FROM WET �� d ° ° /.-L,, _ 4" PERF.-PIPE o CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. ,�: BEGIN IE-SEE PLANS EL' a. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE ° ° - -- BOTTOM OF FOOTING 4 PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8" METHOD OF fNSTALLA7TON r \, _ # DEEP AND 1/4" WIDE. "Ilk i. ;"x30" IRON ROD (REBAR) I _�8 MIN....] m CONCRETE FOOTING, IE=261.04 SEE STRUCTURAL PLANS � Z rYP. 3 PLACES. \\ , ° 3. CEMENT CONCRETE APPROACHES SHALL BE CONSTRUCTED SEE NOTE 2 AND/OR 4" PERF. PIPE 0 c.i OF AIR-ENTRAINED CONCRETE CLASS 3000 AND MAY BE 2. EPDXY GROUT IN PLACE. 1 END fE=SEE PLANS I- m N POURED INTEGRAL WITH CURB. W/ 2 IRON RODS. LOADING LIMIT �� 1 W -E N \ J o en r 1- 1. PVC HUB (ASTM 3034 SDR 35) � DRIVE INTO CENTER OF RUBBER i9 ACCESSIBLE TEXTURE is re -J PRECAST CONCRETE WHEELSTOP FOUNDATION DRAIN a o 0 ��/ SLEEVE AFTER SLEEVE IS PLACED / N TS � Nrs0 Nrs U co to IN HOLE. 2. STAINLESS STEEL BAND (9/16" SERIES 300) I whine SECURES UPPER HALF OF RUBBER SLEEVE TO THE PVC HUB. , ( ) 1.NAALL STEEL WELDED CONSTRUCTION. �� `°�� -4� 3. COMPLETE RUBBER SLEEVE ASTM C-443 ,o D --�i INCLUDES A MOLDED SEGMENT THAT HOLDS A. COATED INSIDE AND OUT WITH LIGHT DUTY CAST IRON �i� ASPHALTUMRAPPAINT. ppoiDDD��Q C'4 0 IT IN PLACE. 3. TRAP TO INCLUDE CLEANOU T. �-3000 PS! GRATE, 15" SQUARE RIM= (V �� CONCRETE PER PLAN (y = HEAVY DUTY TRAFFIC/4 1-#4 , 1 W NOTE: ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED. GRATE, 28" SQUARE t. �, z T '' co cnJ RIM= PER PLAN 1/i RIM= PER AC PAVING HINGED 1 Z CC CO INSERTA TEE SANITARY CONNECTION 2' ° r CONCRET PIAN ` PER PLAN o COVER �� spl‘AN PPESIZE PER OOQ0 45. 2 ❑ of NTS $ Ni, \) .__ f l . T 12„ I 45' 0 <IX u. H HCOVERD _— <PIPE PER PLIAN <\$ U W in IE = PER P° �/ CO x �� °45 °45 } 12" SQ. PLAN W � W 1- 10 GAUGE STEEL LYNCH W 0 CO., GRATEMASTER OR �) Cii !E= PER APPROVED EQUAL Y Cl PLAN U Q) CC NOTES: a- W %" STEEL PLATE, 1. ALL STEEL WELDED CONSTRUCTION. COATED 2 W ❑- LYNCH CO., GRA TEM ASTER U 24" SQ. I OR APPROVED EQUAL 2. INSIDE AND OUT WITH ASPHALTUM PAINT. 0 I— Z 3. TRAP TO INCLUDE CLEANOUT. re co w ACCESSIBLE PARKING EMBLEM CATCHBASIN w co 0 8 L M 2� AREA DRAIN � ire tip ... •t"P NTS Nrs NTS p ►X•�►x• ►X•�►X• 04,1 01 Q }- VV ;' V'-,u r'�! NIaARD C T RON Z '�: D FRAME AVD COVER SET TO GRADE 4 a 1 0,\ 1 i E2 °-440.7•7440.140,4104 � \/ .... At. / �"'s I rr I—1 O GRASSPAVE POROUS °;44 0.+ •74 �yj{t ® IM��.. , `~CLEANOUT LID PAVING SYSTEM • �,,�� ,,� RESERVED U MANUFACTURED BY ' � 1411*�W r INVISIBLE STRUCTURES aka.. "1 7 ` 4 �i RISER PIPE 4" MIN. STANDARD CAST IRON � ® ��'� ��, PARKING RESERVED REMOVABLE FRAME AND COVER . .. :: .. . Ola�� .� •a.'. ' `.,'•• � :•••••: . UPPER COLLAR 4 [.... "---INSERT CIVIL DETAILS • • - :.: - Ill<4101.1e'...>:':'01 ,, \ PARKING FINISH GRADEty•-: �".. " CONCRETE UNIT PAVER - =:"" % •: °e°,/� • ' ;�l�,\i Aril.� h� INSERT PIPE �,N .::..� �,. It\_ .. , •\�° L.Htf. A°\ `�.° PROJECT NO. STAND RD M NHOLE /�A A• n0.1 .:. ��...._":... ..�. ". . .::: GRADE RING a° 6 17055 NON-SHRINK GROUTWA ' ^°p: � \�/ PLUG RWITH T STOPS �� °'.� �� r 02.28.2019 .. 1/2' GRAVEL NOTE: .r „-}..4.77 . :.:44;;.!' 1" SAND FILL PROVIDE o FOR X O • 9•• O ..0'.°:-.00..0 O �,• .ep••Op .0n..0•e4° o .ep • 0 •op.•p'a A MINIMUM OF 6 %� f H ° - • ° , 0••a ° , 0 • ° fes ° °•`>�j/ 1. CONCRETE ENCASE ENTIRE o AGGREGATE BASE ROCK -. 1 ° ° ° •0 0 p • o • o � AROUND CLEANOUT °° \�'� Q B C •000.0 0 0••0 ° .00•0: .,° .:00••0_• 0 0•,0 N VAN J _ �� °°. °•,c: \ WYE SECTION AND 45' w o to eo O .°0.0° o 4 0 • o .17 o, ACCESSIBLE 00.0 O .0...00 •00 O . O•e0• O .00••0 4 •0 / ° J i GEOTEX 451 NON-WOVEN ° -e0 °°° ••°0.•0 ° O •:o-•°o .00•;0• ij�\�° j\ BEND FOR CONCRETE PIPE. z = GEOTEXT1LE OR EQUIVALENT ° 4•°''°0-•0° `p0-•0••0° •• ..0o•° - LOWER COLLAR BODY ��\��\ ��\� a •;�y y y ,- .� - . WHEELCHAIR FLAPPER 7./.::,:e.::.i�` �ii�`x�`�i�`�i��i q o 0°° �� / / ,. , , • STANDARD C USER ONLY i , ° ` ° ° ,°,iii LU E zCOMPACTED SUBGRADE '��//��j/�j/��j/��j/��j/��j/��j/��j/��j/��j/��j/��j/ o°-°. °° ��,: CONCRETE ENCASE i �jN//'' /�j�/�/�j�/�e*V ',' . ,� BOTTOM OF WYE E ' ' '•�'•,'•�'•�'•�' '�' ' '•�'•'� WHEELCHAIR 111:0*:°.: °>../ / FOR PLASTIC PIPE J 2 lli✓��li� .?/. �!/� � � �// * ° o ° ;�; o j��/i�/i�///i�0�/i�/i�ii�ji`�ji�ii�ji�iir / .eo•°° - a •: .. , -: .' ° ° .��; `n a ,. � �.� �.� �.�.�.�. .�.�.• VAN ACCESSIBLE ° `/\. i. i�/i�I./>. /i. /J• -•- NOTE: °,,,, \i \ix, \,,,xv>,\‘‘),\-i>:,'/%�%�/°:',„,.> Q 1. INSTALL OREGON APPROVED ACCESSIBLE STALL SIGNS. _z 1 E APERMIT REVISION 1 - 05.20.19 GRASSPAVE POROUS PAVING SYSTEM i ACCESSIBLE PARKING SIGN BACK WATER CLEAN CHECK VALVE CLEAN OUT 17 a A ADDENDUM 1 - 05.20.19 10 / NTS NTS 4 NTS 0 NTS u3 Z __)7 Z Q rn ,io cam 00 O aw C5 • Z ua. ,��,D PROfEss , 64500 ORE 2 r MEGA FLANGE y GN O ?� MID-SPAN / COUPLING ADAPTOR STREET SIDE CUSTOMER SIDE / l� E' 1 '1 THRUST - 2' ELL COPPER SLIP 13'-11" PIPE WRAP/ STRAP SLING �� 0. 2'-t 7-9' 3'-to"---� FINISHED GRADE 1 4 �, RESTRAINT Yr5EE NOTE 1 1 i" Q 1 0 PE ENCASEMENT O � i I - WRAP COPPER PIPE MIN 3' 2" TYPE K RIGID 2" 90' BEND, -� ��111 FLOW WITH PVC PIPE TAPE, SEE ( ) [COPPER SUP I Ill I EXPIRES 12-31-19 COPPER TUBING TYP J I #.1 ��SIt � DETAIL 301 f WRAP COPPER -� - _ -..-•• - . T. vi�:� low,. • } _ PIPE MIN 3' a xr' ,�+. CtII - •.•..!...• - --..'`ij•:_'. %,:.4,-- I 2" ADAPTER COPPER 4'x3" REDUCER FLG . s,... - 4' MIN. \// ' l'-!.;:,.. "' /`C \/,\/\ \ I'-0"1'-0• 2" ADAPTER r . •- \ \\ \ \\ \ \ \ I EXTEND DUCTILE IRON PIPE 3'-B" SWEAT TO MIPT �i �". 0; ,,..2" MAX- 6" CLASS "B" ,// / / /� � >/�/ SPOOL FLGxPE 6'�•I MIN MIN COPPER SWEAT �.' -i. R.`,. f\/ �/\\�� /�//�/��\�\�.�,�� SEE NOTE 2 MIN I 5' MIN, OUT OF VAULT TO T4 MIPT I PROTECT FROM BREAKING i 2" IRON BODY GATE t'-a" ------- - y( BACKFILL () I DETECTOR FOR DUE To VAULT SETTLEMENT. VALVE WITH VALVE MIN t'_p" • 3"'TAT£'P74VC FCC+ 13 ' t O _�_ I _ I FIRE LINES ONLY I BOx PER DETAIL 402 .�• I I r SADDLE SERVICE �� t•� 2' I I SUMP PUMP OR ?� * I •��'I' I ■ O ') II ' ti O ! f I !' o LADDER MEETING OSHA I I �.��}�QRAIN PER DETAIL 702 / - ♦� L) II REQUIREMENTS (_ 7" ./ 2'x CLOSE BRASS/ r�w� y �. +- ! '='*;•'•'"..• ri,•%'W'-iy;!,'•e;•t LU SEE DETAIL 701 AND 6'-3" NIPPLE 3" GATE VALVE MJ 1•'f �f,` F? �� />/ /'''".; t;:.'- < / / `// } SPECIFICATIONS PLAN WITH VALVE BOX ,ice,. ' ;C \ \ \ � /\u\\/ W ` 4"x2" SERVICE SADDLE 1 PER DETAIL 402 '•I `I I At / //>\ \//\* /\'. co STRADDLE BLOCK f /r; :I .�� O ` \1.\l�C��/��\ /� /C\!<��C�/i, r PER DE7A#L 304 " $ 3" MEGALUG RETAINER GLAND0 �!: ii 'e i C DRAIN TO CURB OR pF eJ r�:l, -. +it.4 O 3" MIN 6 t-j- DAYLIGHT 4" MEGALUG RETAINER GLAND• 7/. . LH35P00L FLGxPE 8 FT 10 !? u�l i� '1 (0). GROUND UNE �I / 0, .• DOOR LATCH 1e) iy,-�.• 4s?'-,j ja `n - ' V �� THIS END 1��. ;-Q � / 4' SPOOL FIGxPE 5 FT LG --f � �r-rT.r.;_ 1��,: �!,}w ` W O L j� .li;l+� '��a I I �II�Q*,�I 0 N f6 `L�; IS'x4' HATCH UTILITY VAULT 676-WA-TVWO WITH BILCO TYPE JD, ra. .ixter T 1 �'1� --�� U 1 3" MIN SEE STANDARDS ♦-. >L•,?^1.,.! .. _ j�!`•�17i�. �� ti `1 EAST JORDAN IRON WORKS CHS DOOR OR APPROVED c �IIIIIII� �} CLEARANCE ON^� 4 ISOLATION BALL VALVE PLAN WOW r If:Pra�A•' _ OPENED OSdcY y EQUAL, ANDA (ADDER MEETING OSHA EXTERIOR TO �,Fj+ � ot 1 l�ol�. 2' I III c VALVE BE SEALED WITH CRYSTAL SEAL OR APPROVED EQUAL . : ti\sa PROF ��, ,�,,1 NEFKp /O 64500 j r, ORE a: (2) 44 REBAR [ TW ELEV. = SEE PLANS e Gtif 11..` 'v /:://:// 1 TW ELEV. = SEE PLANS ei 1 a P TOP ROPOSED PARKING LOT qy G g� PLAN TER (SEE PLANS) WALL PER \ OVERFLOW ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS o EXPIRES 12-31-19 STRUCTURAL e STRUCTURE ew -. PLANS MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION I DENSITY N F ` ° e WIDTH &jf r CLASSIFICATIONS REQUIREMENT to t 2 t . SEE PLANS e a 1 _ EAL FRI•Flt MATERIAL FOR AMER Ty STARTS 4 Q g FROM THE TOP OF THE•C'LAYER TO THE BOTTOM ANY SOLXNOCK MATERIALS.NATNE SOLS.OR PER PREPARE PER SITE DESIGN ENGINEERS ALAN& 1: U 0 OF FLEXIBLE PAVEMENT DR UNPAVED PEIG ED ENGINEER'S PLAINS.CHECK PUNS FOR PAVBiENT NIA PAVED NSTALLATIONS MAY HAVE STRINGENT (g V \ / • GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SIN/GRADE REQUIREMENTS. MATERIAL AND PREPARATION REQURE.NTS, ■4° MAY BE PART OF THE 4 LAYER tY 2 /�L _ _ _ SEE ° BEGIN COMPACTIONS AFTER IT IND mm)OF Q LL BUILDING / ,° - NFTDMI4S MATERIAL OVER THECHALMERSISREAp p, 0 0 WALL PER ° SEE PLANS 18" GROWING PLANS NflMLq' FILL MATERIAL FONLAYERC GRANLILANWELLGFtADEDSOL/AGGHET3AIEMNMTURES.•35% �' COMPACTADDI183F4AJ EINSM6(tY.'r,)MAF Zd U 1 w U I I STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGYREGAT£ LIFTS 10 A MN,95%PROCTOR DENSITY FOR yr ` MEDIUM C STONE(B'LAYER)TO IIS•(450 mm)AB VE THE WELL GRADED MATERIAL ANU 95%ITEJATTYE STRUCTURAL a n i e TOP OF THE CHAMBER NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED M LIEU MSNTO r DENSITY FOR PROLE° D AGGREGATE '� FG = SEE PLA N5 J` SUBBASE MAY BEA PART OE TEE C UIYER, OF EMS LAYER. 3 367,4 467,5,56.57,6,67,66,7.76.8.89 MATERIALS.ROLLER GROSS VEHICLE WEIGHT PLANS o o' �t/\�j��\�j\��\�j\��\�j/\�j\�j\�j\`�//�AI��\�j��j /�/��j\�j\�� j��j��j��..„.\\.\\.,,,\, \\ ',.' a9.10 NOT TO EXCEED tX000b•(53 00WFDYNAMIC r a //\//\//\//\//\//\//\//\�+ \�j\//\// \ \//\//\/ \/\//\//\//\//\/�\//\//\//\ \/\/\ f o CLEAN,CRUSHED.ANGULAR STONE.NOMNAL AILSMTO AM3• FORCE NOT TO EXCEED 20,000 M(69 q1). i � 0 \\ \\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\ \/\\/\\��j\\ \\/\\/\\/\\/\\/\\/\\/\\/\`/\\/\/\\/\ CHAMBERS FROM T FILL FOUNDATION THE \ : B CHAMBERS THE FOUNDATION STONE CA. NO COMPACTION REQUIRED. a aN/ / \/ ` /\ a LAYER)TO THE'C'LAYER A60VE DISTRldU71DN BETWEEN 3M-2 NCH I14lO mntl 3.367.1.167,6.58.67 xLaN I IMPERMEABLE CV W e /\//\//\//\//\//\//\// / // // // /\\// /�j/\,\\/\\//\\//\\// /\\/,\\//\\//\\//\\//\\�'\\// •o a FROM OF SUITO STONEFOUNDATION FILL TOBE WQOMBERS CLEAN CRUSHED.ANGULAR STONE NOM•0 ( MENTO M43' PLATE COMPACT OR ROLL TO ACHEYEA IAF ■■J 111(„J ° A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) DISTRIBUTION BETWEEN 3+4.3 NCH(20-50 mm) 3.367.i,467,5.56.57 SURFACE,'• 8 Ci LINER OR FLUID -10\// /'t �\\ � � � � � � � � � �\ ° I-' N- " APPLIED LINER /� /��i' /� //// / ' / ///// "/ // // // '/ N e I. THE US TED AASH TO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE 5 TONE MUST ALSO BE CLEAN.CRUSHED.AFIGULNL FOR EXAMPLE.A SPECIFICATION FOR RI STONE WOULD STATE:'CLEAN.CRUSHED \\/\\ \\/\\ \ \ \ \ \\\ \ '\ \\`\\ \\ "�j�•y+Tjo \ \ \ \ \ \ \` o ` ANGULAR NO./(AASHTO COMPACTION R STONE'. T o EQUI VALENT a /\//\//\\//\,/\,/\//\,/ // // // �/ >f \ / // - / // // // // 2 S7ORMTECH TRAT1OREQUIREMENTS MENET FORA'LOCATION MATERIALS SWHEN PLACED AND COMPACTEDIN 6'4150 mml(MA<)UFTS USING PEED FULL COVERAGES 1HTHA WITHOUT COMPACTOR Jr \ \ \ \ \ \ \ \ \//\ /\X/\ \ \�T� \ \ \ \ \ \ \ a 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAYBE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION / /\ / / / / / / / / /\/ "Yj\ /\ ' - • I•Y \ / /\/ / / ° q EQUIPMENT.FOR SPECIAL LOAD DESIGNS.CONTACT STORMLECN FOR COMPACTION REQUIREMENTS. 01 �\/f\/\i\i\i\i�\i//\/\,/�\/i\i\,�\i� `// / \\\//\\///\ ////,,/\/\\/\ !/!\'\/\ �'\/)'/\ /\•L , AROUND CLOACRUSHED.Ems801 G�GNE E 8 LLE ALL PAVEMENT LAYER(DESIGNED 11 Ce 0 J Nt J. J �.,, • / .� - . r /tJ a 1/ 10 r Y t' r` Y .,. BY SITE DESIGN EA)NEER) co A 4/7 /407 /IOi Oat ODI✓e ,i/ . gyp/ �./ p ��/ n ° �.� f.. �.� ��. f�• [.�T . �� f�. [�. �P. T.* �P* ° PERIMETER STONE ` D �CaDtl�y►+En4i� •x,+a•.nJ. T ° /d/� /d,.Id,. /4 /a,. /4A. fa,� /a,�14,1/a,. I4,. /4,�14,1/4� , o )SEE NOTE 6] „-'. _. - _ l.. (450.m�MIN' MAX / L 1! 0 ..� �. #4 REBAR @ 12" OC s (2A m} SS �!/IVO/kV*rY.!A AO!iii :i'L#_ !�YL�•IVO//r� •�Y�•&W O&VA,d�1 G a EACH VYA 1 X AYAT W hA is L'�r fiti.:4.w B a.y N� 1Ea ifr aa. w` (MEGA MN T d- k/a- �i�4I_ k/ i ' E c TON Au it. - 1IQ pQ Aa - • ° . r (CAN BE SLOPED OR VERTICAL} • a a a °.. .' �fIS�! Il a e o A' - e ° ° a a n " •a .. _. ' i VII ) e � • 9}' A , . •• ,--- g• 0) I .: p° COMPACTED ° e ° ° a s . o ° o a o e 111 II \ I'� ,�w mss, rpt. # ,t Z a ° d ' ° a n ° Y`�-1 { r z ,,,� r '�'�. .•.THOFSTONETDEQETEHUPEA N N ' A A A SUBGRADE ao 4 .. A a ° A a a ° a e li ll.... .._L T I 1 _ Y _,_ ��I - . .!, : y 11=� EY. SIGNENGNEERS It80 ow) P�[Jy+ 0 7 U7 a a _R` Y . * 17(300 n■n)MN SG740 SUE/GRADE SOLS !i• 81 (12E5 nen) 17(300 mn) a R F I- Lo N J\%�J'-"LJ vim)\J J' '`.j\ -1 1 '� � a 3"- END CAP (160 e■N AM _ II EE AA At {SEE NOTE51 c N or.,,.. •i • I I - I-I I I -_----� 1 f I ��:► ° _ CLR NOTES: 12" PER 'IP NON-WOVEN di W .i.�.i.�.or { __ I I i !-I IIL I I_____I ____� 1_I d T �.i•1111.�� .`�N��`.`.I �a (3) #4 REBAR 1, SC•746 CHAMBERS SHALE CONFORM TO THE REQUIREMENTSOFASTMORRUG5IANDAROSPECIFICATIONFORPOLYPROPYLENIE(PP)CORRUGATED WALLSTOEISTWATERDOLLECTIDNCHAMBERS'. 6� T I !• . . I•� . . 1 . . A OR ASTM F2922'STANDARD SPECIFICATION FOR POLYETHYLENE(PEI CORRUGATED WALL SIORMWATER COLLECTION CHAMBERS'. E w w w IP. • _ _ wL.(� �A..(w w • • l or V T. BOTTOM EARTH )_ RE C 3 N all •- I _-_I �€a I- --III 1 ED-9R�4Y1'!� I I I I I I I I I 2 SC-740 CHAMBERS SHALL BE DESIGNED N ACCORDANCE WITH ASTM F2787'STANDARD FRAC TICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WNISTORMIWATER COLLECTION " :t u) �• .. .• . �1 I 1 I ! 1 CHAMBERS'. 7•�.AR'491 9 CO • • • • w CI i V~•' I II I I I -I I I ill I II I I I II I 111=111=II1II- 3. co CI 'ACCEPTABLE FILL MATERIAL S'TABLE ABOVE PROVIDES MATERIAL LOCATIONS.DESCRIPTIONS.GRADATIONS_ANDCOi+IPACTI0N REQUIREMENTS FOR FOL )ATIGI EMBEDM1ENi.NNDFLL if�� ,.-.1�.71�F THERMOPLASTIC ilili II 0 or or•or•or illa • ..... - o I - MATERIALS NON-WOVEN ♦' I E. G LINER -I OO Ln ^~.+.A ' 411110 '�.'A """'�"� I- I I-III I I I -I I I-I I-I I I- I I-I I I I I-I I -- 4. THE'SITE DE SIGN ENGINEER'REFERS TO THE ENGNEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE S TCRMTECH CHAMBERS FOR TFIB PR6=CI. GEOTEVILE �:� w • • • w , s �{ _I f S 6" SQL+D S f3RM l�I} i I 1J_ I {{f ANGULAR OVERUWONTOPSEVERAL 11s M� 1` al M`al- T) I�• '�I f I '• I ^1 ( I-I I I- -I, f r I ' n 4� 1 ( I I-I I 1-I I 1�� I 1-I I-I 1-I I I_ 5. THE SITE DESIGN ENC.IEER ES RESPONSIBLE FOR ASSESSING TEE BEARING.RESISTANCE(ALLOWABLE BF_ARNG CAPACITY)OF THE SIJBGRAOE SOLE AND THE DEPTH OF FOI.INWLT1pN STONESTONE INCHES TO ANCHOR / _ (f-,f - -1 �T� �RA!N D N 1! -1 WITS)CONSIDERATION FOR THE RAHr'E OF EXPECTED SOL MOISRIRE COrbI110KS/ w . GALLE LE;El_____ I -III-I I-III--III-I I I I I 6 PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTHVETTI(JIL AND SLOPED EXCAVATION WALLS. THERMOPLASTIC LINEROETAIL '^ VIP`.I ] iilii.[ iiiHIi.]Ji. i III `n I I I I-1 I I-I I I-I I I-I I I-I I I I I I^I I I-I I 1-1 I I- 7. ONCE LAYER IS PLACED.ANY SOL/MATERIAL CAN BE PLACED N LAYER TY UP TO THE FINISHED GRACE MOST PAVEMENT SUBBASE SOLS CAN BE USED TO REPLACE TEE MATERIAL CONTRACTOR REQUIRED TO SHEET Z S I I -I I I I I-I I Hi I I�_I I I T^I I I I I 'I I ft£gJREMENFS OF LAYER•C DR YY AT THE SITE DESIGN EFKiNEFR'SDLS IKXi PROVIDE THERMOPL.ABTIC LINER 1 OF 1 r� .-,�I II I I_ -I M I-I I V! D Sc - 740 STANDARD CROSS SECTION N C� E,2-- I STORMWATER FLOW THROUGH PLANTER (N NTS l NTS W / 0 0 m r-lQ STORMFILTER DESIGN NOTES 0 5TORMFLTER TREATMENTCAPACITY IS A FUNCTION OF TRE CARTRIDGE SELECTION AND THE TAMER OF CARTRIDGES.THE STANDARD MANHOLE OE 0 < O .. STYLE 15 SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(3}VOLUME SYSTEM IS ALSO AVAILABLE WITH WAWA/3 CARTRIDGES. 21 3 4 i / ) r I� LLI 049'MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS.IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE IS V v A REQUIRED. COVER ENTIRE ISOLATOR ROW WITH ADS A NE tite,libeii.,1101-........., OU'R.ET GEOSYNTHETICS fi01T NGN-WOVEN GEOTEXTILE 0 ¢ //'YBUMP 8•(2.4 m)MIN WIDE OPTIONAL INSPECTION PORTo v JCARTRpGE SELECTIONSG710 CHAMBER ACARER DGE HEIGHT27" 1S LOW DROPSTORMTECH HIGHLY RECOMMFINO9RECOMMENDED HYDRAULIC DROP(Hy3,05' y8' 1.9'`� W �'STRUCTURES WITH OPEN GRATTES 1i 1/ a/ r I rr// r//(f'(/f` //,(. 1; t I- 5 O FLEXSTORM PURE INSERTS N ANY UPSTREAM rF•SPECIFK:FLOYY RATE(VMJcn 2 9P^VA' 140578' 2pun4P #gpRV>! 29Pr+M' +9Pmat'a,F � 11.111 � CARTREXW FLOW RITE _ �. .,INLET vi Ix+. ZaPmr z2s etas 16 7.6 16 5 ,• r .1 ?4Y -9'o-II l�A Llf. /1//.,ll � l/!L f r r _ cy C 14 li • • r_\ /�.+�it 48•L0.MWNNOLE ` \ :_,P, f`T,N•_`Ty"y ,4f•- ( r T '` SC-740 ENO CAP '�' `)�� 9TRVGTURE ._ T. N,, ,,.: r Li= r r rii Cl- TOP SLAB ACCESS 166'1 OA • __- -_ ..__ SEE FRAME AND I VIE$jpy��ac .t =•i r I r ' COVER DETAIL QURE - 'S''4:°. w, DATA RE E14T5 y V = L1- CATCHBASIN 11 i �`IE IT',' Wig �I ski , .4%.IA, I I 'S I ° 'I'! R ■ 1T.� �If1 111 I STRUCTURE ID wow( OR i 1 .1 r t • I. 1 1 7 1 '1 - ]1 .1 1 r11 I I 1 Mr 1 _,:: WATER QUALITY FLOW RATE(Sh) 0.111 MANHOLE ; •1 y' I ! y V T V r i I I Il 1 1 �' • PEAK FLOW RATE d■ O.te A/ F 9 FLOW 25 ' i t !. ♦ -- (yrs) SUMP DEPTH TED BY ••SS..EEE:a• i• ❑ ".�rCD ��RED am SITE DESIGN ENGINEER I • j >s PLAN VIEW [© N (24'1600 mm]MN RECOMMENDED) �I STANDARD CUTLET RISER MEDIA TYPE(CSF.PE ROTE.ZPG.GAC.PHS) GA. 4[a FLOWiS1T:4pA I• 24'1600 mm)HOPE ACCESS PIPE REQUIRED TWO LAYERS OF ADS FOUND11iEFICS 315VVTK WOVEN )PIPE DATA: I.E. ' MATERIAL DIAMETER } i USE FACTORY PRE-FABRICATED ENO CAP GEOTEXTILE BETWEEN FOUNDATION ETON E AND CHAMBERS CO !INLET PIPE 41 ROTC PVC a- PARTY:SC740EPE24R 5'(1.5 m)MIN TIME CONTINUOUS FABNBC W mow-SEAMS ec CONTRACTOR TO GROUT TO •' S' FINISH ED GRADE k?i .:.:::. I'MUT PIPE A2 . °/ I OUTLET PIPE air0 nvc SC-740 ISOLATOR ROW DETAIL I 0 GRADE I RMA ELEVATION I 2e6.21 NTS 1'�' RINGUNS6I1S I ANTEELOTATION BALLAST I WIDTH HEIGHT co 1•11 r z I Ri4Ri �r rr° FRAME AND COVER NGTesisPECNL REQUIREMENTS a N- D i ,- �^"� fINSPECTION&MAINTENANCE p g 1 • • I (DIAMEN.T.S.VARIES) 'PER ENGINEER OF RECORD ! ; Y STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT I 1 iy '4 T �. }, N.T.S. A. INSPECTION PORTS(IF PRESENT) 6F .°• A.1. REMOVE/OPEN LID ON NYLOPLIIST NUE DRAM •.1 I I• 4 FLOATABLES A.2. REMOVE AND CLEAN FLEXSTORM FILTER PP-INSTALLED j i_ i 1O• BAFFLEA3, USNG A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT ANID RECORD 014 MAINTENANCE LOG _N--•� M, LOVIER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION DF SEDIMENT LEVELS(OPTIONAL) • "' - OENEIVII NOTES A5, (F SEDIMENT IS AT.OR ABOVE.3'(80 mm)PROCEED TO STP.P2.IF NOT.PROCEED TO STEP 3. 1. CCNTECH TO FITCVOE ALD 1AATERIALS UNLESS NOTED OTHERWISE. B. ALL ISOEATOR ROWS1B'L450 nm)MN V7107H _T.D NsbNS MARKED WInN(]ARE REFERENCE DIMEN310N5,ACTUAL OMEN{'iI0N9 MAY VARY. B.t. REMOVE COVER FROM STRUCTURE AT UPSTFIE/V.1 ENO OF ISOLATOR ROWPAVEMENTd 3.FOR SITE SPECPlC ORAWNGS WTH OEYAEEP VAULT 1MMENSIDH9 Alb WEIGHTS.PLF_ASE CONTACT YOUR CONTECH EHGIIEERED SOIUTOHS 82 USNG A FLASHLIGHT.INSPECT DOWN THE ISOLATOR ROW TFITOUGH OUTLET PIPE g■ - _ LLC REPRESENTATIVE.wA.w.ConlechES cmn I) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOOA COT. OED SPACE ENTRY CONCRETE COLLAR i¢ 542 4.STORALTL7ER WATER QUALITY STRUCTURE SHALL BE N ACCORDANCE WITH ALL DESIGN DATA AND INFOfRMAT10N CONTANEO N THIS I) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE ` I I C I i B J F 1 w STRUCTUDRAYONGRE B 3, IF SEDIMENT IS AT,OR ABOVE,3'(80 men)PROCEED TO STEP 2,IF NOT,PROCEED TO STEP 3. I ) __ _1111 VVVV 12.1300 mm)NYLOPLAST INANE 1 g 5,STRUCTURE SHALL MEET AASHTQ 1520 LOAD RATING,ASSUMING EARTH COVER OF P-SAND GROUNDWATER ELEVATION AT.OR BELOW.THE / !!. r DRAM 1300Y W7t JO PINGED e CIVILDETAILS •. 4 zz $b OUTLET PIPE INVERT ELEVATION-ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION CASTINGS SMALL MEET MS14Y0 STEP 2) CLEAN OUT ISOLATOR ROW USING TE.ENAC PROCESS .: '• _ INLET PPE p S Z T• 11309*MBE CAST WITH THE CONTECH LOGO. 1.1“, I�,�R ' COVER OR GRATE O Y Ni.FILTER GSRTPoDOES SHALL BE MEDU4FLLED,PASSIVE.SIPHON ACYUATEO,RADIAL FLOW.AND SELF CLEATING.RADIAL LNEOIA DEPTH SHALL A A Fb(ED CULVERT CLEAVING NOME WITH REAR FACING SPREAD OF 45'{1.1 m)OR MORE IS PREFERRED , yadFi�47 Ne `• PARTE 2712AO10N 7 • ,' SE 7-LACHES FILTER MEDIA CONTACT NNE SHALL 8E AT LEAST 39 SECONDS. B. APPLY MULTIPLE PASSES OF JENAC UNTIL BACJCRUSH WATER IS CLEAN CONCRETE SLAB n 4Pw a� - YI ,,,- 8- u, SOLID COVER:1299CCC R C. VACUUM STRUCTURE SUMP AS REQUIRED 8' �'• O 7•SPECIFIC ROW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(4051 gNDED BY THE FILTER CONTACT SURFACE AREA INA EA (200 mm)MN THICKNESS ;'�_� I. y ._ . o; GRATE:1299CG5 = �" I _�J M .-F INSTALLATION NOTES STEP 3) REPLACE ALL COVERS.GRATES.FILTERS.AND LIDS:RECORD OBSERVATIONS AND ACTIONS. r,+•+a•r -r,; N-•„- 01 ; FLEXSTORM CATCH-IT �.• v'..• 7 ae 1 I r I. ANY 3U&BASE,SAME LL DEPTH,AND/OR AN11-FLOTATION PROVISIONS ARE SCE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL E ,•^'"` "'`•' PROJECT N O. IPARTY 5212NhFX - !' * 10 250 mm ADS N 12 W SPECIFIED BY ENGINEER OF RECORD. STEP II INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STt]RMTECH SYSTEM, I ( 1 �' 2.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO UFT AND SET THE STORMF1LTER STRUCTURE WITH USE OF OPEN ORATE ii. HOPE%F£ •. J iLIFTNGCLUTCTES PROVIDED). I� �. �I' f� 11 17055 I L • • 3.CONTRACTOR T011BT OV JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AIM ASSEMBLE STRUCTURE I- y i f 7 0 5 5 b& NOTES 10'(230 mm)INSERTA TEE ALTER CARDEODE 4.CONTRACTOR TO PROVIDE.INSTALL.MID GROUT INLET PPE(SN •ie 3 tl PARTITON12ST741P 5,CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE()DELFT FESER MB.STORmEILTER EgUPKO WITH A DUAL DIAMETER HDPE (;1"' FLOW NT OUTLET SLEEP HDPE OUTLET RISER _ INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE NSF•ECTIOHIN7ERVAL BASED ON PREVIOUS MSERTA TEE TO BE CENTERED I R OUTLET STUB AND SAND COLLAR IF OUTLET PIPETS LARGER THAN TRANSS►IGHES.CONTRACTOR TO REMOVE THE B INCH OUTLET STUB AT MOLDED3. SECTION A-A IN CUT LEE.COUPLING BY FERNCO DR EQUAL AND PROVIDED BY CONTRACTOR. OBSERVATIONS OF SEDIMENT ACCUMULATION MND HIGH WATER ELEVATIONS. ON CORRUGATION CREST I SO-140 CRAMETER , A CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTIONNELATE2 EROSION RUNOFF. �:••,.'..•;,.•,.�•,.�.•. �..._.•. E 2. CONDUCT JETTING AND VACTORNGANNUALLY ORWHEN INSPECTION SHIOWSTHAT M,ANTENLANCEISNECESSARY. f-�a•la•�a•ra.ta•r,..i5•AS• 02.28.2019 CONTECH' SFMH48 I 1iii .1.;.( L LCC7] 2 I u LUTIONS ILC NITS SHEET STORMFILTER SC-740 INSPECTION PORT DETAIL =" ENGIND SOr StOTmFIIt6F' wr,ConMeehES,aom l�": -_: -': 5025CRTr.PVOED,..Sorf200.WaltC�a.«OH 45069 STANDARD DETAIL s 800MA-1122 513445.1009 5134454=FAX 1 OF 1 . O W 1- r EZ• y I.L a w z 2 CARTRIDGE WATER QUALITY MANHOLE 1 SC - 740 ISOLATOR ROW DETAILS W 3 L; ci -I1- NTS ) NTS ° 0 CO 0J < I w I- < Q U Et .- < Q c x� z• o W TO G7C) I_ ,.„ o IL z LOT 0. c0 PROF( �`p NOTES: Lam. F." 1. BAFFLE WALL SHALL HAVE N4 BAR AT 12" SPACING EACH WAY � .5{}0 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE A - WALL SHALL BE WATERTIGHT. 3- UPPER FLOW ORIFICE SHALL BE ALUMINUM. ALUMINIZED STEEL OR TREATMENT 1 GALVANIZED STEEL. Dt 4. FRAME AND LADDER OR STEPS ARE TEL RE OFFSET SO THAT SHEAR GATE IS VISIBLE FRCM THE TOP; CLIMB-DONN l �. URE ~ Z SPACE IS CLEAR OF RISER AND GATE; FRAME IS CLEAR OF CURB,5. MULE-ORIFICE ELBOWS SHALL BE PRE-INSTALLED TO INSURE LADDER CLEARANCE. i�Ai ' / G�, 0 ��' 6. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT. OPENING IS TO BE CUT ROUND AND SMOOTH. pi c NEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A i r/ P� lef ` 1 , P? WATERTIGHT SEAL. / ,..04,,- 7. � 7. SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM$26M AND ASTM B 275. Ramie' 'T /� - DESIGNATION Zg32A OR CAST IRON 1N ACCORDANCE WITH ASTM A 48, CLASS 308. LIFT HANDLE MAY BE SOLIDV ROD OR HOLLOW TUBING WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER CASKET REQUIRED BETWEEN RISER 1AOUNTING FLANGE AND GATE FLANGE. MATING SURFACES OF LID AND BODY SHALL BE MACHINED FOR PLAN EXPIRES 12-31-19 PROPER FIT. FLANGE MOUNTING BOLTS SHALL BE....."DIAMETER STAINLESS STEEL. B. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, STOP TAB OR SOME OTHER DEVISE. 9. ALTERNATE SHEAR GATES DESIGNS ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE MET ANT FLANGE BOLT PATTERN MATCHES. TO. MANHOLE CERTIFICATION REQUIRED FOR TRAFFIC LOADING. 3" OF CLASS 1/2" DENSE, ADJUSTABLE LOCK HOOK WITH` j (..) ORIFlOE'A" LOCK SCREW LEVEL 2, HMAC (1 LIFT) BACKFILL TO (SEE TABLE) f DIA. HOLE FOR STAINLESS STEEL LIFT HANDLE ISI �+ a a EXPANSION BOLTS ATTACHMENT-� �i TOP OF CURB 6" " 1BSTANLESS 1/4" 1� EMBEDMENT ROC OR TUBING � �� '/ , 16"R" R STEEL PLATE \\\ o •p \_ �� LIFT HANDLE DETAIL FRONT SIDE OMAXNUM F GATE DETAIL HING U �} !l 6" EXPOSURE `\° ill 10. r SHEAR GATE ,r O p a p a r p O p a p a r p O r p O p o O r p Oro a r p a o a p a o �� J _ _ .. (•J y. ■ L �!+1- TYp MANUFACTURED RY KFNNFQ� VALVE OR EQUAL a•o�o• o•po•ao• o•po•pa a•norio• o•qo.ao•po•po . ti°�. o - _ _ _ a'_ ^e `�'``,``'`,�, .� +d,•• AC PAVING RESTRICTOR PLATE SEE 5T0 DK • 110 = F�STRICTOR PLATE, ORIFICE [d O • o 'O • 0 "'0 O ° o o ° o 0 0 • o 'G • 0 'G • 0 0 0 • o oro O ° o ' (D ✓'O//'1.•• ORIFICE WITH ORIFICE 0 0 0 0 0 9 P '�`•```` 5•r• ND MANHOLE FRAME 0 •�..• INSTALLATION NOTE B & C (WHEN AND COVEN ° o 0 0 • 0 0 0 G ° o G • o G o G ° O ° o o • o O /�'/ - < y.- _ SPECIFIED) 0r o ` ,�•„.,+N.{." POSITION HOOD SUCH (SEE TABLE AND \/\/\/\/\/• \ \, \/\/\/`/\/\/\/\�/\/..\ \ \// �D !;f `Y•'L I yyr~..a•..9yg~ THAT BOTTOM FLANGE DETAIL) MANHOLE RING (12"MAX) N /,//�/ //• ,jA/i// '�; ;;: Vetti y'. ~,' NV"'"'° y�'• IS MINI 2" INVERT.BELOW THE 'v• y�. '••• y' ORIFICE C OVERFLOW SEE SNOUT DETAIL W C7 • 0 ELEVATION •.�',rya�'��.� ••° • 'O •O •1° • O • ONE SNOUT MAY BE MIN U 4" OF 3/4"-0" AGGREGATE BASE , •° ° ° ° • USE FOR BATH ORIFICE 2 '‘101: �,'•:�•;�t ' O ••°'•° • C AND B. ORIFICE B y 8" OF 1 "-0" AGGREGATE BASE .:0,..,-!!.;1:41-:-:... � •°o NECESSARYIT MAY NEED BE • TO USE �O N �'.y..I . ° TWO SNOUTS AND OFF1111N -AdillibIA.. 40 .� • WOVEN GED TEX TILE AND GEOGRID REINFORCEMENT '•°o .° ° '° PLAORIFICESoa MEET - s " �>• ' MANHOLE 0 �' •° ° , M1a STEP. '•°�•°O .�n"t° ORIFICE C ��^ .` :... •- ITBOIHD IX 0 -0 NA T1 VE SUBGRADE l >� SNOUT DETAIL \VVI, �� SIDES OF Q NOTES: 9 ORIFICE B 14 -! ter n BAFFLE WALL COLQ ) NOTES: 4"THK X"-0 AGGREGA TE BASE, • a"S E DETAIL �' o EE 100 1. AGGREGATE BASE SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY DETERMINED IN FLOW CONTROL STRUCTURE ' � `J TABLE ,Th7 SHEAR 0-° ACCORDANCE WITH ASTM D1557. 1• CONCRETE SHALL BE 4000 PSI ® 28 DAYS. IDiameter Of Manhole (In.) 60" MIN ~~ LIFT HANDLE O I F.L. (In) 278.48 x° 4 0 2. WOVEN POLYPROPYLENE GEOTEXTILE WITH GRAB TENSILE STRENGTH (ASTM D4632) OF AT LEAST _ F.L. (Out) 278.28 BAFFLE �� 300 POUNDS AND PUNCTURE STRENGTH (ASTM D4833) OF AT LEAST 110 POUNDS. Outlet Pipe Diameter (In.) 8" WA`s 0 Number Of Orifice 3 • 1 Z • N g 1 c _..D 3. FOR WET WEATHER CONSTRUCTION, REFER TO THE GEOTECHNICAL REPORT FOR PAVEMENT SECTIONS Orifice A Elevation 274.48 °, N Diameter Of Orifice A (In.) 1.3" RESTRICTOR PLATE > Ln • ORIFICE Orifice B Elevation 275.98 • �.' (SEE TABLE AND "I F orifice A N W!TN CEMENT AMENDMENTS AS REQUIRED. I D;°meter Of Orifice B (In) 1.5" DET t) Elevation • uJ Orifice C Elevation 278.48 a J o co. ASPHALT PAVEMENT SECTION CONCRETE CURB Diameter Of Orifice C (In) 80 •a • Dia.-See Table " Overflow Elevation 285.80 ISOtLhETRIC CUTAWAY + 7 N TS NTS Rim Elevation 286.35 • Q o 01 NTS co 0 f Na co in FLOW CONTROL STRUCTURE �- DETAIL Clean W ater Services 0 WIDTH VARIES (MIN. 5') DRAWING NO. 270 REVISED 02-17 (SEE ARCH. PLANS) z CO 4" CONCRETE SIDEWALK D STANDARD CURB _ TAPER 2% MAX.(SEE NOTE 2) _ C\) Z �- . .... • . •...•.,...7.'.:.;;;!1...;•,.i..:-'•.::' FLOW CONTROL STRUCTURE r` ``•``•``.``''...4'•►; ...':""C a •, ' * alb 1:f_if•. 4.• " :�•'t4',� _,. _,4,- •/ /✓•/•/ C--1• f•4t4,"a.'�•s -f w, s :•'!"- ye•r• .-li1'7 a,� o+=° •. �• �• C w Co � J /✓ /• rvrs Z m TOP OF N///\ ,• oo°o°.;°o o• ^•oe.o .• .°•o° ' o • '41:1://:>$4,:,•/ PAVEMENT ./✓/. '•4 ' •/ / 7 . .#. e // ",4tie,._i,„:,d.;.k•6 . - . , . • .4s,,,-*,,si- / 0 4" OF X"-0 AGGREGATE BA o o i. in ASPHALT PAVEMENT SECTION COMPACTED SUBGRADE I- Q U) NOTE: W f: � 1. CONCRETE SHALL BE 4000 PSI, SLUMP RANGE 3" TO 5". W BOTTOM OF CURB 2. 2% MAX CONSTRUCTED. 1.5% DESIGN UNLESS OTHERWISE NOTED 0 ./- LL V � w W 0 1 W a- CURB SCUPPER AND TAPER ,4- CONCRETE SIDEWALK SCREW TWO 2"x4" p z N TS NTS 4" F.D_C STAND PIPE STUDS UNDER LID ONIJ- ; f: i. H C = EACH SIDE AU TOMA TIC BALL DRIPMD W Q VALVE FLO W o_ TC = 28 7.4 = 286.43 �" � �10.36' 21.50' / TC /_TC = 285.90 L. 21.50' IO Z _150 I t___79' r ,. / 1 x- ` LID TO BE 14" CHECKERED "S:1)1;MESE" TYPE F.D.C. N TOP OF CHECK �-- .. •• STEEL PLATE LID TO REST 0 • DAM=286.43 TOP OF CHECK - WITHIN BELL OF PIPE, CUT (� `\i m DAM=285.90 �. OPENING FOR STAND PIPE -4" .D.C. STAND PIPE G--285.43 a o //`‘A\///./ r//\ ' �v�'\/ � �` � \�� \ \\ .\� � CIVIL DETAILS •° r \y/\y/\y/\y/y/\X may/may/\y/\y/\y/\y/\y/\y/\y/\ya G=284.90 ef � �p4\�/�\ p \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ G , °a \\ / / / / / / / / / / / / / / / \ • // // // // // // // // // // // // // // // // //'//'//'//'i/',/"./' /''//'//•//'//'//",/'//'/ a FG=284.40 2 NON-SHRINK GROUT (TYP.) PROJECT NO. / o o / /j /j / % //\/ ° 1 f V� ��! nn c -,.t'iPIPE . �FL o w _ 17055 ° 6 \//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/ o° /\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\/ o \//\//\\//\\//\\//\\//\\//\//\\//\\//\\//\\_ \\//\�//\�//\�//\\ ZONE ��'/�f • r, . . _ ,./,, / // // // // // // // // /j // // // // // / a /\//\1/\//\//\//\/j\//\//\//\//\: %\//\//\//\//\ `/� /,�`�`'v N- 02.28.2019 $.fr •e' •$/ •`�,•4�'.•i j(.�f - ° \,\,\;\\;\\;\\,�\;\\;\\;\\\;\\;\\,�\,�\,�\, a ° •,\;\�\,� ��\,\\;\\,�\,\\,� >\\�\\�\\/\\\�\ � , r "lip. IY7 Ia• /a•. /a•. /a•. / /a•.�, /i\/ A. /./�./� i./\ / /. i �./ /_ / / / / / / / / / / / / // // // // 6" ° INSTALL AUTOMATIC BALL ,- ,�• �• r/•ell Yf• ,��• r,/• ,.�� b ° \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/� /\\/\\/\\/\\/\ 4 MIN• %� fl•o6p°�pq•' 09a• a DRIP VALVE, MINIMUM 361_, o ,./a• /a•.da• •. Id•, Oa•, Idol, /e A 4•. /a�. Oa•- Ia.. la•. /ad. Iadr. /air A Aa / / /j /\// / � j ` /\ �� /%//%//\/% CRUSHER \�� 0•:..:°.,°°.,:: BELOW FINISH GRADE. o �0 of .• .g •v .o•/� Foto.•a too./a . //1", o .• 01 ti,,,,) /a . ` • • J '�? .z J ROCK ° o . .- - /.4._ k/,As. i/.s. 0.�. 4/..a, 4/.�, O."y ,r/..f►, /a•1 I I / Ia•. .• . /a•. • /a'•. %a•. `�a•r /4 o. /a•- `ba•� / \ \ \ \ �� •\ o •di v. I. ° a o a A a A .•.la f• ice l aa.Too.I a/16 •f 00 '-' lay0•,. Oat c o ►.Ia•- /a•, I a41 /a•. Ii ' I a•1 44.3. I Y o ,24" CONC. a. a° a 0•.o•`o•.�•.�••� 0'0°,o•t NOTES PIPEp . P , a G aa e o 0 0 'A ° n o 161 . Ia•. la•A I.•. /a•. Ia \ / a• lap. I a•}. N O \., ° a n , a A R a a 1. USE FLANGE OR THREADED FITTINGS. II,« A 2. CHECK VALVE TO BE INSTALLED WITHIN BUILDING, COORD. WITH -I o ` �c ° ' 6 e MECHANICAL. U o uD ❑ u- J 87.15 ' =• w _ i < U Ct Q PERMIT REVISION 2 - 06.05.19 STORMWATER PLANTER SECTION FIRE DEPARTMENT CONNECTION U) I 3 NTS lel NTS z o LiiG U So D� E di 05 05 . 03 0 3 Z• 0.a_ p I N ed'', R64500 R ANGLE FtLTER FABRIC - FENCE TO ASSURE SOIL IS TRAPPED 4 ORE ,- 2 v `a \ \ \..1 )), EXPIRES 12-31-19 n INTERLOCKED V 2"x 2" POSTS PLAN VIEW E AND ATTACH a o NIS c° W USE STITCHED LOOPS 0 ce `� 3' minimum _ OVER 2"x 2" POSTS NOTES: c from toe slope. I••- o 1. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. _ 15 0 In w 14 I [1 sO 2. 2"x 2" FIR, PINE OR STEEL - w ON N (V I FENCE POSTS. I--• ti U 14•11, ,' I 3. POSTS TO BE INSTALLED ON i- OUTFALL — o UPHILL SIDE OF SLOPE. I deimiiii 0 C.) t°V 4. COMPACT BOTH SIDES OF FILTER FABRIC N, I TRENCH. WTCLASS 50 RIPRAP 5. PANELS MUST BE PLACED - _� 1.5' DEEP a c PROFILE ACCORDING TO SPACING ON m DETAIL No.gao _ NTS — 1 • ~ o re a - t� t a o ::: .;...•.+• .•:;•.❖.•.o•.o;.•.,.:•o,..:Ry.:•.... FILTER FABRIC MATERIAL —I I___ ---I40,604.• # .. :•: .•i4•:::❖'s:•.'•:::.•,.yr.:•::.•:,-:•:.s••.•.•..•.. :•:,. 36" WIDE ROLLS °' 11 I 71 I -*V. it*:::::•:•:.X.:::.:::::::•:.:•*:•:.:4•:•*.:***:•:44:::.X )1% 1 1= 1 = 1 =1 1 1=1 1 1 i --•' II ,.. ,4604101, ). L n LiH 1-111— 6'MAXIMUM SPACING LI FOR FURTHER INFORMATION III III 1 1 rt1 1 1 I I 11 Z = \ HHH—HHHH III I 111 1, I I I I I I f-I I I-1 I ll I _L.i I-I = JN i.l. N ON DESIGN CRITERIA SEE FRONT VIEW CHAPTER 4 OF CLEAN WATER a o M SERVICES EROSION PREVENTION V co c) NTS AND SEDIMENT CONTROL GEOTEXTILE PLANNING AND DESIGN MANUAL. FABRIC RIP RAP AND PIPE OUTFALL SECTION DETAIL O SEDIMENT FENCE CleanWat rz rnn DRAWING NO. 875 REV1SE0 12-06 Our commitment is clear. vJ cD O C\I CN1 = co Cn J SEDIMENT FENCE Z m ED NTS O O 0 Oa ° i_ vc0U W 10 RIPRAP: e ~ CO Qr0 {, rr •s •ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. W Q ~ QP�� qC£�'S •._: O 'fit,. • THICKNESS OFA SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. r�� CO 2 CC �-+•f' QPl`° ; Q ..' . p.• :. • •ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. 1" REBAR FOR BAG REMOVAL o� �` •:,. 'd,�,•, a.•.� f W 4.o: a.:`•+;:0.•.• 6�•.� CI- �, . ;._- RIPRAP INSTALLATION: V = W CATCH BASIN GRATE //r */. . ._'�•• ,;. ; `,. .A:. 0 I— Z i 6.' * . ':•'.'. .'a.•:4••. • •EXCAVATE BELOW FINISH GRADE TO DEPTH&DIMENSIONS SHOWN ON APPROVED PLANS. 0 CO I— ,°� �•' *} �, �w •INSTALL WOVEN GEOTEXTILE FABRIC. co ct /r • RADIUS = 25' MIN. i. •i 0 �L r •:..:'.:►° 1N3'" ••PLACE RIP RAP TO FINISH GRADE. w r^ nn CATCH BAST -- All I I ♦ I I .*• CLEAN PIT RUN OR 3'- 6" CLEAN ROCK .p` C 0,0!)<,,C-QC' ��c ' �/ v J W •+ �t� ��;�,r��,� ,�� ' ' SUBGRADE REINFORCEMENT � cr 4�. CD l— • ��1`.�Ol a�h.�a� EXPANSION RESTRAINT GEOTEXTILE, AS REQUIRED P O �� ,��,�/ '' 8 MIN. •GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: Z • �4.40440, �r�t�%r� DEPTH CLASS CLASS CLASS CLASS CLASS +C-` cD + ... . • .': *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL 50 100 200 700 2000 C • a. ��,� GRAVEL CONSTRUCTION PERCENT •4$' ' ENTRANCE CURB RAMP WEIGHT OF ROCK (LBS) (BY WEIGHT) 0 STORM PIPE • ; • . " • 50-30 10G-60 200-140 700-500 2000-1400 20 U ' r PAVEMENT 30-15 60-25 140-80 500-200 1400-700 30 ' * .' i * * 15-2 25-2 80-8 200-20 700-40 40 * . •i _ a'. ►.• r •. �` / ,~ . 7At,•,. y -Ar Ay :tom._.Jt • 4 ,, , , 2-0 2-0 8-0 20-C) 40-0 10 . .. . 2"X2"X3'4" RUBBER BLOCKS % '. PROJECT NO. NOTES: 17055 POLYPROPLENE 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING CR FLOWING OF FILTER SACK (WOVEN) SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING. REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. 3_ WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONEN- 02.28.2019 THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. X WOVEN POLYPROPLENE SACK 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION r ENTRANCE. OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED I... FILTERING SYSTEM. Q 5. DIMENSIONS n SINGLE FAMILY LU 20' LONG BY 20' WIDE 8" DEEP OF " MINUS CLEAN ROCK. I o NOTE; COMMERCIAL IT '- 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION d FOR FURTHER INFORMATION w 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE Z u MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION AND SEDIMENT CONTROL AND SEDIMENT CONTROL a FABRIC INLET SACKS TO BE DETERMINED PLANNING AND DESIGN MANUAL. PLANNING AND DESIGN MANUAL. -wi I- BY MANUFAC I ur .rc. U 2 o + ;n CONSTRUCTION ENTRANCE RIP RAP DETAILS Q INLET PROTECTION CleanVr Services _ _ y = w TYPE 5 GleanWater Services Detail Drawing855 REVISED 12-06 Our commitment is clear. ��r��• I- r REVISED 3-07 Q u DRAWING NO. 920 REVISED 12-06 W I- Our commitment is clear. DRAWING NO. 770iLl CD . C7 0 Z w 4 INLET PROTECTION TYPE 5 �� TEMPORARY GRAVEL CONSTRUCTION ENTRANCECTII)NTSmRIP RAP DETAILS U flo NTS NTS o QW C 5 . 0 4 Z 0 a ■� DI Roc < C 9 _..� =me_ < co vi viasjs \`��"aD k NE-t4, 4� �` �' 64500 9 ORE i ,� _ PUBLIC IMPROVEMENT PLANS `(„4"F 1 `�ifG . 9�PI EXPIRES 12-31-19 i © 1 ABBREVIATIONS LEGEND p� T Qrscaunt7ire sw spn.ee ss `Y Hale!Mediterranean Deli a ;w`�`'i AC ASPHALTIC CONCRETE IRR IRRIGATION esU ° 0 AD AREA DRAIN LT LEFT EXISTING PROPOSED DESCRIPTION Burger Kreg i 9Chang'sMungohanGrill ASSY ASSEMBLY L/S LANDSCAPE 0 MANHOLE 4 1(:)., a E 9 LaborWorks Industrial s BO BLOWOFF MAX MAXIMUM Staffing Specialists d BOW BACK OF WALK ME MATCH EXISTING . CATCH BASIN ill • li. e PROJECT s� CB BUTTERFLY VALVE MIN MINIMUM 4110 CLEAN OUT m MH MANHLE -c C CENTERLINE NTS NOT TO SCALE FIRE HYDRANT0 I— o LOCATION CJ CONSTRUCTION JOINT NO NUMBER �, `E`G� � CONC CONCRETE OH OVERHEAD Y 0 I WATER METER ill o 46 P vliaulMovngs CONST CONSTRUCT OHW OVERHEAD WIRE N f° r Storage of Sv Portland COTG CLEAN OUT TO GRADE PC POINT QF CURVATURE I.-� I` U CP CONTROL POINT PIV POST INDICATOR VALVE • N WATER VALVE — c or, ® CWS CLEAN WATER SERVICES PNT POINT 1 THRUST BLOCK U DC DOUBLE CHECK PRC POINT OF REVERSE CURVATURE b; LIGHT ` ' DDC DOUBLE DETECTOR CHECK PT POINT OF TANGENCY r * V DED1 DEDICATION PVMT PAVEMENT "SW Leser war C� UTILITY POLE Q CU Cascade Veterinary D! DUCTILE IRON RD ROOF DRAIN - ��r�rraf c�n'er D/W DRIVEWAY R 7 RIGHT --�'-- SIGN rh 1 DWG DRAWING ROW RIGHT-OF-WAY cc a EJ EXPANSION JOINT S= SLOPE EQUALS TREE Q o 'sG`� ELEV ELEVATION SD STORM DRAIN EP EDGE OF PAVEMENT SH T SHEET 0 0 a ' 0a N ER END OF RETURN SS SANITARY SEWER 0 - - - EXIST EXISTING ST STREET - - — •--• PROPERTY LINE/LOT LINE c N E EXISTING STD STANDARD — •-- ---- CENTERLINE I— N FDC FIRE DEPT. CONNECTION S/W SIDEWALK N FDCL FIRE DEPT. CONNECTION LINE TC TOP OF CURB EASEMENT LINE J VICINITY MAP FF FINISHED FLOOR ELEV. TEL TELEPHONE 288- 288 CONTOUR N NTS 0 FG FINISHED GRADE TEMP TEMPORARY FH FIRE HYDRANT TP TOP OF PAVEMENT CURB Q o FL FLOW LINE TYP TYPICAL XSD - SD STORM DRAIN U co Lo FPZ FRONT OF PED. ZONE VG VALLEY GUTTER W FWL FIRE WATER LINE W WATER WATER G GAS W/ WITH SS SANITARY SEWER --a-r , + - ,�-z ;r. 4,�,�� 1� ,L—, - ,, �;xx�- G= GUTTER EQUALS WV WATER VALVE T 0 Z t"� �'_ \ �PR�P7Y r rN� GB GRADE BREAK WSE WATER SURFACE ELEVATION UNDERGROUND TELEPHONE ... --� � � �� GV GATE VALVE OH OVERHEAD UTILITIES �� i--- G lE INVERT ELEVATION GAS ‘''P O o s _ UNDERGROUND POWER N '1 XI ' � � • E , i X 4' BLACK CHAINLINK FENCE C12. �� \ © It ` _0,1 I ..,—1— �—� ❑ SILT FENCE W `\� \ >111 \ 1ti, .� - '� z RETAINING WALL Z m ,1 vAr i -_-:- A FACE OF WALL O O Q It , PROPOSED ❑ 1 l 0 - CONTACTS SHEET INDEX 2 ❑ (Y I €l BUI1LDING F OWNER: GEOTECHNICAL ENGINEER 2 Q9C6.00 PUBLIC COVER 0 , I0 COMMUNITY PARTNERS FOR ALDER GEOTECHNICAL SERVICES C6.01 PUBLIC NOTES 0 < LL I—. 0�; : = AFFORDABLE HOUSING 3910 NE 10TH AVE C6.02 SW 68TH PARKWAY PUBLIC PLAN AND PROFILE 0 0 w f . ' / 6380 SW CAPITOL HWY PORTLAND, OR 97212 C6.03 PUBLIC DETAILS Q CO 1 �� - — -t'o O PORTLAND, OR 97239 PHONE: 503.282.7482 C6.04 PUBLIC DETAILS W PHONE: 503.293.4038 CONTACT: JOHN CUNNINGHAM I-- i (0 , 21 !!1-'/ o ()o / CON TACT: RACHAEL DUKE LU 0 • Fr- LANDSCAPE ARCHITECT r4 > LL 2 (f) 4' I o ARCHITECT MARIANNE ZARKIN O Y 0) CE /0 -� CARLETON HART ARCHITECTURE P.C. LANDSCAPE ARCHITECTS MZ Ct W �— ,��/ . 1./0 830 S W 10TH AVE, #200 1326 NE 63RD AVE i PORTLAND, OR 97205 PORTLAND, OR 97213 0 I z lip p / PHONE: 503.206.3193 PHONE: 503.802.0031 000 Z f 1e�AA / CONTACT: ANNA GALLOWAY CONTACT: MARIANNE ZARKIN LL CO 1/ l!� 1 SURVEYOR CONTRACTOR NOTICE TO EXCAVATORS:AKS ENGINEERING & FORESTRY, LLC LMC CONSTRUCTION CCB 161282 ATTENTION: OREGON LAW REQUIRES YOU W i" ("II ®� 12965 SW HERMAN RD, STE 100 19200 SW TETON AVE TO FOLLOW RULES ADOPTED BY THE l 1c-ri --- PORTLAND OR 97062 TUALATIN OR 97062 OREGON UTILITY NOTIFICATION CENTER. € it , ' I , ••• .. '� PHONE: 503.563.6151 PHONE: 503.646.6823 THOSE RULES ARE SET FORTH IN OAR ”' " - 1 I I T 4 ��,� o I CONTACT: NICK WHITE CONTACT: CHRIS DUFFIN 952-001 -0010 THROUGH OAR O j 952-001 -0090. YOU MAY OBTAIN r — I .� •, CIVIL ENGINEER , COPIES OF THE RULES BY CALLING THE I' i ,-� r. HUMBER DESIGN GROUP, INC. CENTER. 117 SE TAYLOR ST, STE 001 f o` / (NOTE: THE TELEPHONE NUMBER FOR '% PORTLAND, OR 97214 THE OREGON UTILITY NOTIFICATION 0 c— J �.' �' = PHONE: (503) 946-6632 0 r� �' �,�', l C - �.�> * 1 CONTACT: WILLIAM BRANNAN, PE CENTER IS (503)-232-1987). ''- ,- - i, ' I ! 1 0POTENTIAL UNDERGROUNp FACILITY OWNERS PUBLIC COVER SITE PLAN DI S�FfeI SCALE: 1"=50' y. Call the Oregon One-Call Center PROJECT NO. DIAL 811 or 1-800-332-2344 17055 BENCHMARK VERTICAL DATUM: ELEVAONS ARE BASED ON WASHINGTON COUNTY EMERGENCY TELEPHONE NUMBERS X 02.28.2019 TI GEODE TIC CONTROL POINT NO. GC 22-028, BEING A 2-1/2 INCH BRASS - DISK AT THE INTERSECTION OF SW 72ND AVENUE AND HIGHWAY 99W - H ON THE EAST SIDE OF THE ENTRANCE TO FRED MEYER = 275 (NGVD29) NW NATURAL GAS in M-F 7am-6pm 503-226-4211 Ext.4313 rw- , AFTER HOURS 503-226-4211 E PGE 503-464-7777 a TAX LOT INFORMATION TVWD 503-848-3000 w o TAX LOT 2500 (WASHINGTON COUNTY TAX MAP 1S-A-36DA) QWEST 1-800-573-1311 w a J I- VERIZON 1-800-483-1000 < o to o u_ L. J D Q I— i U1 I— H Q U w % fY 1- < Q Q cn o Z Z , Q • U 00 H >- 06 . 00 2 O a Z �a �cp PRI?rr GENERAL NOTES GENERAL NOTES (CONT.) WATER UTILITY NOTES , ��G`NE-6-/p �, 6450a r 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON 22. ONE AS--BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, 1. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE ' 'INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED WITH WASHINGTON COUNTY, TUALATIN VALLEY WATER WATER DISTRICT, AND THE * , ORE1 .14ienirmo, N 2 UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS, AMERICAN WATER -e G4F 'L' ' 4� DEPT. OF TRANSPORTATION, FH WA, 1988 ED. AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY WORKS ASSOCIATION (AWWA) STANDARDS, OREGON ADMINISTRATIVE RULES (OAR), x/44 G ' SI BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION AND THE OREGON PLUMBING SPECIALTY CODE (OPSC), 2014. 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN OF INSTALLATION COMPLIANCE (FORM ATTACHED). REVISED JULY 15, 1998 EXPIRES 12-31-19 ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATION AND, ALSO, IN APPENDIX D PAGE 40 2. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE BASED ON AVAILABLE ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL INFORMATION AND ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO • AVAILABLE AT THE WORK AREA. BLUELINE "ASBUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY CONSTRUCTION, AND POTHOLE ALL EXISTING UTILITIES AS REQUIRED TO AVOID U SEWER SYSTEMS) MAY BE REQUIRED BY THE CITY FOR REVIEW AND CONFLICTS WITH THE PROPOSED WATER LINE. INFORM THE ENGINEER OF ANY d 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER DISCREPANCIES IN THE PLANS. WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY SYSTEM. t,I,Io • ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION 3. THE EXCAVATION CONTRACTOR SHALL CALL THE OREGON UTILITY NOTIFICATION NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER CENTER (1-800-332-2344) AT LEAST 48 HOURS, BUT NOT MORE THAN 10 `� SERVICES (TIGARD POLICE DEPT., TUALA TIN FIRE & RESCUE) AND TO BUSINESS DAYS, BEFORE BEGINNING EXCAVATION. OREGON LAW REQUIRES YOU TO 0 _ TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. - ENGINEER AGREEMENT NOTE #5.) FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE 0 RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. 0 ,� m 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED 25. THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF COPIES OF THE RULES ARE AVAILABLE THROUGH THE NOTIFICATION CENTER. IF W o - TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ADDITIONAL INFORMATION IS DESIRED, YOU MAY CONTACT THE WATER H ti al NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR DEPARTMENT AT 503-615-6700. (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE 2 0 PROVIDED AT THE PERMIT HOLDERS' EXPENSE. 4. THE CONTRACTOR SHALL NOTIFY THE TUALA TIN VALLEY WATER DISTRICT AT U v 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, 503-848-3000 A MINIMUM 48 HOURS (TWO BUSINESS DAYS) PRIOR TO IX a INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED CONSTRUCTION. WEEKENDS AND HOLIDAYS ARE NOT TO BE COUNTED AS PART -0 a SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP OF NOTIFICATION TIME. ESTABLISHED. DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE I- L RESOLUTION AND OWNER SATISFACTION. 5. WATER LINES SHALL BE CLASS 52 DUCTILE IRON PIPE PER AWWA C151 WITH A IY a 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR MINIMUM 36 INCHES OF COVER OVER THE TOP OF PIPE, UNLESS OTHERWISEa TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL NOTED ON THE PLANS OR IN THE SPECIFICATIONS. ALL WATER LINES LOCATED = o MAINTAINED. BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE. UNDER A HARD SURFACE SHALL HAVE FULL DEPTH ROCK BACKFILL PER OREGON 4* DEPT OF TRANSPORTATION (000T) STANDARDS, COMPACTED TO 95% AASHTO Z 0 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN T-99. SEE ALSO, NOTE 21. c N BETWEEN 9: 00 P.M. TO 7: 00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN THE INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN PLACED. O > 9: 00 P.M. TO 8: 00 A.M. SATURDAY, NOR BETWEEN 9: 00 P.M. TO 9: 00 A.M. 6. ALL WATER MAIN LINES, SERVICE FITTINGS, AND JOINTS SHALL BE RESTRAINED ~ ns N t N SUNDAY. 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, WITH MECHANICAL RESTRAINTS, FIELD LOCK GASKETS, OR APPROVED EQUIVALENT. W o M THE 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN PERSONS E WHO S AND AUTHORITY 24 HOUR TO RESOLVE PROBLEMSNCY TELEPHONE ,TAKE CORRECTIVE F TWO SEE ALSO, NOTE 21. CC N TRAVEL SHALL ALSO BE PROVIDED FOR. ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER Q o co EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN HORIZONTAL AND VERTICAL SEPARATION BETWEEN SANITARY SEWER LINES AND ,,, o 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL WRITING, OF ANY/ALL ASSIGNMENT CHANGES. WATER LINES AS REQUIRED BY THE OREGON HEALTH AUTHORITY, PUBLIC HEALTH REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC DIVISION, OAR 333-061-0050. AND TO ASSURE PUBLIC SAFETY. 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY 8. ON-SITE DOMESTIC WATER SERVICE LINES SHALL BE INSTALLED AS REQUIRED BY 0 CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (#639-4171) TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE OPSC. CONTACT THE WASHINGTON COUNTY BUILDING DEPARTMENT AT Z TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRE-CONSTRUCTION FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 503-846-3470 FOR REQUIREMENTS. - MEETING. CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL (I) NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 9. PRIOR TO BEING PLACED IN SERVICE, ALL WATER LINES AND SERVICES SHALL BE D 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S LEAK TESTED, FLUSHED, AND STERILIZED BY THE CONTRACTOR, ALL IN Cr) 0 INSPECTOR AT 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR ACCORDANCE WITH WASHINGTON COUNTY DESIGN AND CONSTRUCTION STANDARDS N I WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. AND OPSC. A WATER DEPARTMENT REPRESEN TA TI VE MUST BE PRESENT DURING ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED BY THE PERMIT. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL PRESSURE TESTING AND CHLORINATION. BAC---T TESTING SHALL BE INCLUDED AT J BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO CONTRACTORS EXPENSE IF REQUIRED BY AUTHORITY HAVING JURISDICTION. Cl) a co 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR THE CONTRACTOR SHALL PROTECT ALL WATER APPURTENANCES DURINGfThQ AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 10. CONSTRUCTION. ANY TESTED AND APPROVED WATER SERVICE THAT IS DISTURBED 0 0 TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT 32. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER PRIOR TO THE CITY'S FINAL ACCEPTANCE OF ALL PUBLIC IMPROVEMENTS SHALL 2 PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS SHALL CLEAN AND HAVE THE CITY COMPLETE A PRE-ACCEPTANCE VIDEO BE REMOVED AND REPLACED BACK TO THE WATER MAIN AT THE DEVELOPER'S O AND REVISED JULY 15, 1998 APPENDIX D PAGE .39 SPECIFICATIONS AND TO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE EXPENSE. 0 QLL ♦.- THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY 0 Ur 1-1- w APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT 11. NO CONNECTION TO AN EXISTING WATER LINE SHALL BE MADE WITHOUT I Q (1) AUTHORIZATION BY THE WASHINGTON COUNTY WATER DISTRICT. 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE W O ~' RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH 12. NO WATER VALVE SHALL BE OPERATED WITHOUT AUTHORIZATION BY THE C ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM TUALATIN VALLEY WATER DISTRICT. IC OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS V (I) CC CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 13. IN THE EVENT OF A CONFLICT OR CHANGE IN CONDITIONS, THE TUALATIN VALLEY CLC W WATER DISTRICT RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS TO THE U = w Q 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR LOCATION OF A WATER LINE OR APPURTENANCE AS REQUIRED FOR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY CONSTRUCTION. „id CO '- PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION CO rI OF THE PERMIT THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN UP 14. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL Q AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. MEASURES IN ACCORDANCE WITH CLEAN WATER SERVICES EROSION PREVENTION Q AND SEDIMENT CONTROL STANDARDS, CURRENT EDITION. Wry C/) 11 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUSTIi BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE 15. ALL EXISTING ASPHALT CONCRETE (AC) PAVEMENT AND/OR PORTLAND CEMENT I-- CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF CONCRETE (PCC) SHALL BE SAW CUT AS REQUIRED FOR REMOVAL. O z WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 16. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN "AS 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A GOOD OR BETTER" CONDITION AS DETERMINED BY THE TUALATIN VALLEY WATER 2 STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, DISTRICT 2 PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, 0 REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. 17. WATER MAIN AND SERVICE SHUT-OFFS SHALL BE COORDINATED THROUGH A 0 WATER DEPARTMENT REPRESENTATIVE. REQUIRED NOTIFICATION FOR SHUT-OFFS 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE SHALL BE DONE ONLY AFTER ACCEPTANCE OF WATERLINE BY WATER DEPT. AND CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT SHALL BE DONE 48 HOURS PRIOR FOR RESIDENTIAL PROPERTIES AND 72 HOURS ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING PRIOR FOR COMMERCIAL OR INDUSTRIAL PROPERTIES, NOT COUNTING WEEKENDS PUBLIC NOTES SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER & HOLIDAYS. FAILURE TO PERFORM WORK WITHIN THE STATED TIME WILL REQUIRE CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE RE-NOTIFICATION. DRAINAGE CONTROL. PROJECT NO. 18. TRAFFIC CONTROL IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; CURRENT EDITIONS OF "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" 17055 EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS (MUTCD) AND ODOT "MANUAL ON TRAFFIC PRACTICES HANDBOOK FOR LOCAL 72 HOURS (MIN.) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL ROADS AND STREETS IN OREGON". DURING THE WORK DAY, ONE LANE OF BE CORRECTED AT THE PERMIT HOLDERS' EXPENSE. TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ALL LANES OF TRAFFIC SHALL BE02.2$.2019 RESTORED AT THE END OF EACH WORK DAY. ALL TRAFFIC CONTROL PLANS ;.--c 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL SHALL BE SUBMITTED TO WASHINGTON COUNTY ENGINEERING DIVISION OR ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE APPLICABLE ROADWAY JURISDICTION FOR APPROVAL. 0 BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE 19. THE CONTRACTOR SHALL CONFINE PUBLIC IMPROVEMENT WORK TO THE z PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN DEDICATED RIGHT-OF-WAY AND UTILITY EASEMENT AREAS. a ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE z U WORK WITH AFFECTED UTILITY AGENCIES. 20. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL 0 HAVE A MINIMUM OF ONE (1) SET OF APPROVED CITY STAMPED PLANS AND 0. ce 20. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. w Z PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END 0 o OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT 21. THE CONTRACTOR SHALL VERIFY THE RESTRAINED CONDITION OF EXISTING WATER u_ a AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT HOLDER IS SYSTEM PIPES AND APPURTENANCES, AND INSTALL THRUST RESTRAINTS WHERE Zr' IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING REQUIRED OR AS DIRECTED, PRIOR TO CUTTING AND REMOVAL OF ANY PORTION = FROM THE PROSECUTION OF THE WORK. OF THE EXISTING WATER SYSTEM. ui ¢ /\PERMIT REVISION 2 - 06.05.19 cc ,- 21. 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF < 5E v) EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE z o CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH w OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. g 0 CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' EXPENSE. A . =o g3 06 • 01 I-> : oa 2 0a CONSTRUCTION NOTES HATCH KEY GENERAL NOTES S��N�,N ,. 1. 5-FOOT RIGHT-OF-WAY DEDICATION. 64500 1 INSTALL 20-FOOT STANDARD DRIVEWAY WITH LANDSCAPE STRIPS PER DETAIL 5, NEW CONCRETE SIDEWALK , RE ' O SHEET C6.04 AND ENLARGED DRIVEWAY PLAN, THIS SHEET. � L O �' �'F I 4 4� O INSTALL 5-FOOT WIDE CONCRETE SIDEWALK AND PLANTER STRIP PER DETAIL 4, NEW ASPHALT SHEET C6.04 AND DETAIL 4, THIS SHEET. /,q4 c ,i,%11.• O PROTECT EXISTING STREET LIGHT. EXPIRES 12-31-19 GRA SSPA VE OREMOVE EXISTING DRIVEWAY AND REPLACE WITH STANDARD CURB PER DETAIL 3 304 i i I I i i i i i i i i i i i E i i i 3 i 1 I I 304 06.04. I I I I I I I I I I I I l f € I I I I I I I I I ; I I I 1 Cp I 1 -I- I I I I I I I I I I I I I I I I I I I I 1 I I C) (5 I m 1 I I I I I I I I I I I I I ! I I I I I I I I I 1 I I I 5 REMOVE EXISTING CURB AND GUTTER AND INSTALL MOUNTABLE CURB PER DETAIL 302 1 I 1 I I I I I I 1 I I 1 I I I 1 1 1 1 I I I 302 1 06.04. I cz ; ` CO I I I I I I I I I I I k I € I I I I I I I I a o 1 I •^ 1� I I I I I I ] I I I I I I I I ! 1 I I I U I I \in 1• Qn1 \ I I 1 1 I I 1 1 I I I 1 1 1 I I I 1 I f 1 I LU O 2" GAS CONNECTION TO EXISTING GAS MAIN ALONG SW 68TH PARKWAY. CONTACT 300 +`'�in 'q`c., ao W`I I I I I I I 1 I " " 1 300J w L I I p I + (p�`�,� I I 1 I I I 1 I I I I I 1 1 1 1 1 1 I , N W NATURAL BEFORE DIGGING. N 1 c'-c..,1 NI *^` I I I I 1 1 I I 1 I 1 I I I I I II i II Imo+ I I I I I I I I I 1 I I € € I I _ 298 ;;L 0_11 IF-- . C-r�+� I 298 f••- o O7 INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL 5, C6.03. " I col- VI rnN ' ' ' ' ' I Iti) ~I I �N 1I )I - U C° ' - 5 - I ,A 88 INSTALL 3-INCH WATER METER IN 676-WA-TVWD UTILITY VAULT , PER DETAIL 6, I I Oh- +-") 1 u I I € I I 1 1 1 1 I I 1 I W .0 SHEET C6.03, BY TUALATIN VALLEY WATER DISTRICT APPROVED CONTRACTOR. 296 I -1--____„............I.r.::6.,.,.;6yl 1 �rncy O) ' rr ' ' I ' ' ' ' I ' ' 296 F- N .f.::-... ..-....„„..... I_` Q IL IN�' (0 „. y-.ti1� I I € 1 I I I I I I I 1 1 .r 6� I � I � �,1)� �� „ � I\(0 1 � 1 I I I I I t I I 1 I I I I I I 1 1 h 1 1 1 I 1 1 _ � � 0 8-INCH HOT TAP INTO EXISTING 12-INCH MAIN PER DETAILS 3 AND 4, SHEET I 94. ,-Cn }-I0I + mdi?, + h 1 cn css C6.03, BY TUALATIN VALLEY WATER DISTRICT APPROVED CONTRACTOR. 294 I '� 1� 1 1 I NDN 0-C___50) I �*' ' ' ' 1 I I " ' ' I I 294 0 . I I 7-cr I1N111 I t��r E ( I Tm 7I N 1 I 1 1 1 I I I 1 1 f i I �]] 1PROTECTEXISTINGPUBLICFIREHYDRANT. 292 _ I~ N adI ! I I I I I I ! 272 I I I eL I I I I I 1 f E i I m 12 "SKYCOLE" I I _ $ I I I I I I INSTALL NEW GLEDITSIA TRIACANTHOS INERTS STREET TREE ALONG - NSTA -LL -NEW pR -WAY- a� F- �O ' `-� I I N 1 1 1 1 ! I I I 1 1 1 1 1 I d p LANDSCAPE STRIP. REFER TO LANDSCAPE PLANS FOR TREE WELL SECTIONS. ;APPROACH AND TI}Ej� I �y I I� 1 Q II € yF II I I I I I I I re a 290 TIN I U XI5TJMG CUI�'D 1 1 1�r I �•56 (� I Q 2�0 13 INSTALL ]5' X 5' GRASS PAVER PER DETAIL 2, SHEET C6.04 - -'AND _GUTTER '49-ir ' ' �I ' ' ' ' ' I I o I I '6 I I I 1 I I CD = N ,ELk VATIONS I € 1 �.Q 1� I` I I I I I I I 1 1 1 288 ; I ; '4 / `1.60 i �P 288 m 14 INSTALL ] SUMP PUMP DRAIN LINE FROM FIRE SERVICE VAULT AND DAYLIGHT TO 1 1 I 9 I I I * wL , I 1 , 1 I I Z = FACE OF CURB 2" ABOVE GUTTER FLOW LINE. ; I ; I 1 ; I Y.' XR 1 I ; I " p m N Sfi I .. I I I I I I ,286 I �` I\ I I ti 0a I I ; E I 286 I- t13 (NI 15 COVERED SOIL AREA, SEE LANDSCAPE DETAIL 5/L1.03 AND LANDSCAPE SPECS ; 1 I I I I ; /��j 6 I ti cm I _ I, p 1E0 1 1 I 1 1 ' N FOR MORE DETAIL. I I I I I 9 1-*"- Ir II �I I I rL W t} �� IU, I 1 € p c� ‘4- 284 I 2 I 1 �yt�- ,-- I: I I I 1 1 284 J I 1 I I I I I i I I € , 4 I ! �QC I� ''� �Q)� I - t"'V 1 1 I ! 1 1 i 1 N GRIND AND OVERLAY EXISTING ASPHALT PER DETAIL 4, THIS SHEET. CONTRACTOR I I 1 ; 1 I I I ; I ' I I I I ' �i 0� " A Ir- l{ I I I I I I I 1 1 TO PRE-LEVEL TO COVER HOLES !N EXISTING ASPHALT WITH FABRIC. ' I I ' " ' ' ' ' 8.�� ' ' ' '� N "`r;1� '°° ® m ' ' ' ' r< 0 282 I -�I `- ` I 1 ��t fff-� GV^' +;,��N�_r I_ 1u I l I I 1 1 1 1 282 %+ m in //�� I I I I I h I I I I I I I I ; / I I 9 1 I � II U 11,L II IN �� I I I I ; I I I I I I I � � B I L I I I I I I I I I I 1 I L �8 E '19.4_ _ V) M2 V` lU^_1- C\IN Ick_ I I II I I I I I I I I I I I I 1 / I • 1 �� 1 1� �1 io i I co I I I p g 1 1`� II Q I �"� I I I I I I ; 280 I n I I i' I ! I I 1 V I 280 OLD NEWI I ; I I PROPC}SED- I '8 N� xj - q RDW ROW ; I I I I I I I ; € I I •¢6� ate= i -T. ` ,Y ; I + N 1 I I I I I I z SlDEW�LK �.3 Q I m l I I 0 278 I ; I ! � ; I I + in I I In N 278 Cr) I I I I I ; I I -] 1 i I N I I N Q (ciI V 'o� - OPO3-ED , ,j8�. ��4 -, ; 33- - I I N I 1 T^ DEDICATION 276 ; I I I I I I I GJTTER ; -rte, �� = I 1 y, I I "� + ' 276 CO 0 L �5 0 p* opoSED I TOP - '1 1 - 1 I I I (/') ` I I Qt I '7 IAF N ROW DCL t1 - , 0 CURB � � -6 .,.1. ----.,,---. ....„..-4-9-471,-, I - - !11 JV 22.00' 13.00' I I I 1 I I I I I 1 I I I I I 1 I I I 1 I I I 1 ;,,p I '� y -_` I I .) F� I A . _ 1{ 274 I 1 1 I 1 I I 1 1 1 I 1 I f I 1 1 1 € I I , 1 I h 3.97z 2Tt ;EXlS T1NG CENTERLINE =4:pSq, I --1----.7----------7-• I -2.45% , 0 05.00' _ 5.00' 272 I -I- ' ` 272 _ INSTALL FABRIC I T - ;5.c., GRIND I PRIOR TO PAVING, GRIND f �4, o�l - -, �� 0 2" OF CLASS 1 2" FW EW I ; I 1 1 , EX'S7 TING GRADEp- I I ; I ; C COORDINATE WITH I A T TOP )F CURB I 1 I I I P 4 $6 1 C 0 DENSE, LEVEL , \ CITY INSPECTOR EX 5.0 1.5' 270 I " , I 1 I I I I 1 I , s 270 O Q IEXISTING GRA' E 1.79 HMAC {l LIFT} CURB LANDSCAPE SIDEWALK ; I I I 1 ; I € € ; 1 I I 1 I 1 I I ; I ; ; I Q I I I 1 I I a� rn �-- STRJP 1 I I I I • I I I I I ITER I I I 1 I 1 - V N. 6'1-- 268 i I I I I 268 Y Q Cl} ' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 EXISTING AC 7., t- W >- O ~ PAVEMENT 2" TO 0" GRIND OF 4" OF ."-0" c LL 2 0" TO 2" GRIND OF EE LANDSCAPE EXISTING ASPHALT EXISTING ASPHALT 5' PLANS FOR TREE AGGREGATE SW 68TH PARKWAY - PROFILE C.) Cl) CC 5' WEST OF CL WEST OF EXISTING CURB WELL SECTIONS BASE H. 1"=-10 Y = wILI 4 STREET TYPICAL SECTION V: 1 -2 v i z NTS . w • O o0 Z n%.,,.1 �� \ 'VEGETA TED CORRIDOR DOR I `, \ ,\ ,,^N \ \ \ \ I --- ❑ - _ % - TC(E) 277. 77 \\ �� \ a,-� \ \ TP 293.16-\., �-- I PROPOSED BUIILDING TP 278.40 ( (t) z/t.,.)9 \r' =c, \ \, a) H TP 293.1 _ _ NEW ROW �` TP 287.]0 1 I -- TC E 276. 73 ` ` ,\ �\ � O - I TP 287.02 TP 286.88 TP 278.54 ( } \ , z i TP 287.94 TP 278.45 �, .�(E) 276.36 `, `�{ \ \ \- ❑ 0 TP 291.08 TP 287. 79 TP 285.80 • TP 282.2$ : : 1 a - - r 7 \ IF o U i _Y- rTP 285.69 J1TP 282.19 ", ;£- --- --- - -- \ `ice', ')TP`,272.02 ,�, \ \�+, r~� \��._ 10.5 0 _ - r ► v ; IEp 2 73.2 a `n Q8.8% r • I - -iet 1 r - - - - - - P., -- TP 275.06 �, TP 271.93 , Tl�(E) 271.65 2 0 .� D V - OLD ROW 'v, 1 _ _- `1 - '� , �_ 281:71 4�. • • • �� :TP : 7•:9 : :�• . •7-7 :. : . bilkinik, TP 71.56 W ! .144 lTatm, L_L -iii ,::: : / TP 293.05 TP 294.9 281.32 n 6 x,00 •.• _-.. a ._ - - -� = ySW 68TH PARKWAY PUBLIC • D ? A �� Jam~ - W - + ,, , - �'1 - MIP - - v ��a �. - - - . ,_.' p".0, -- PLAN AND PROFILE • * Vt. ... \ - a 0 il_ __i . et :.„.....44 . _me,..__:...... Lo _., . 0 2 --1 .8 -1 Niz I 1 i SIF` r� a) cQ ao °, o a -, �r -, �t co °o N r- o PROJECT NO. 1 TC/G 290.65 TC(E) 290.61 t--) Jco co + + �i + tr °' I I °) + �i + Tri oo -' TC(E) 293.23 �7 �G(E) 290.37 SIN + 1+00 I _ '� �- N �fl o - N o - - I - - t.•• - 1k7N ]+50 N c� + ni 00 "� `n N 2+50 + N N 3+00 -i-f-; t- c� 3+50 17055 TP(E) 295. / a N �-4-�- - it Q I + •U_ N Q - I- G(E) 292. 73 � � --------- CI -' oiN _ _ - - - - - � ft- c�-o- - cno n - � � �o- - - e , a - - - N 3.00' 20.00' �, -� 12 12 ~n O12 ~ rnSQ � coo - �" OQ O ® ® Q 02.28.2019 ,,, �WJN� X3.00' N Q'. + _ j ]2G4 I IDRIVEWAY o 9.5� WING o �, N c 1 � A N �2-� `� AWAY 2 ' a 1 z' sa 1 z SD u Q rn -11-- LL.,,- \ „..„-r-' (,) 0 MONA' in , O `Bo + ri• � Ofl � O 12 o z ocy NrnN oNgNQN �Ok • , . d. ; a_ "§ w sem- ~ '' NU I-- Li_ � � O1. \\ �\ • • wa z A PERMIT REVISION 2 - 06.05.19 0 ENLARGED DRIVEWAY PLAN SW 68TH PARKWAY - PLAN '_ 1 '-20 J w /\PERMIT REVISION 1 - 05.20.19 1 5 z � �ADDENDUM 1 - 05.20.19 0 GRAPHIC SCALE Q ° 20 40 ,. ABID SET - 04.29.2019 1 inch = 20 ft. I p a U Oo z ~ a 2 C6 . 02 O Z as ��G1NEF� /a �, 64500 9 AOREC,ISN / MEGA FLANGE STREET SIDE CUSTOMER SIDE e. GyF41- !1-. * MID-SPAN / COUPLING ADAPTOR STRAP/SLING ( , '' RTHRUST ESTRAINT dl SEE NOTE 1 �1 z" ELL COPPER SLIP �" - 1a'-11 __ PE ENCASEMENT Q IPIPE WRAP/ AM G • % . I WRAP COPPER PIPE MIN 3' ~ 2.-13" 7.-9" V-10"-.-] 2" 90' BEND, I� 2" TYPE K RIGID [FINISHED GRADE ►. J I ! r WITH PVC PIPE TAPE, SEE `COPPER TUBING (TYP) [COPPER SLIP EXPIRES 12-31-19 i FLOW VIII T! 1-t'' 1"� I I III7� f WRAP COPPER _ -_ DETAIL 301 V I I PI E 3' .rTT'' ''.." 0 _ r: 'r. 2" ADAPTER COPPER 4"x3" REDUCER RG I'-0.1' 0" 2" ADAPTER •�n�iy i' �� - 4" MIN. ;/�1�;*\ i.� ` �f\//\\\/\/ SPOOL FLGxPE EXTEND DUCTILE IRON PIPE 3'-8' SWEAT TO MIPsI COPPER SWEAT �"�..�' ' I0■'2" MAX. 6" CLASS "B" #2./�\/ //\\��/j/\/��// '//\ /�\//,C\ 6' MIN MINS"'�� SEE NOTE 2 MIN 5' MIN, OUT OF VAULT TO To MIPT BACKFILL PROTECT FROM BREAKING VA2" IRON BODY GATE 1' " 3"x2" SERVICE rJ �r0 I DETECTOR FOR DUE TO VAULT SETTLEMENT. VALVE WITH VALVE MI 1'_p• -3'-GATE -FCG)"I _ ! t 4_ O I-.*- 2, - - I I FIRE LINES ONLY 2 BOX PER DETAIL 402 I • :,� �•Y3 SADDLE a".4-'-- a E �\ SUMP PUMP OR 1 /ca) 1��41�i1 IVt■ C �II ti p' + O ' 0 LADDER MEETING OSHA I <<' ;.1 DRAIN PER DETAIL 702 f 1 H III ` 1 REQUIREMENTS 1 T : __/ if ' 3 4r` �� - "•�� ....;. W 2"x CLOSE t3RASs l� �� `-�'.r.�-�.-, . is r SEE DETAIL 701 AND 6'-3" NIPPLE 3" GATE VALVE MJ j-. r� / ` SPECIFICATIONS 1 • 1 //� •:.•-'••••\ \ . \ , Ce PLAN L"x2" SERVICE SADDLE PER DETAIL 402 r.�' i r 1F` j \/\/\ / /\/'\' \�/ '- ! WITH VALVE Box 0 r� \ \ `�\/ / > � :I i aI + iii >� /.\//.��//\ \\/\�l�/. //\//\/l /./�� STRADDLE BLOCK . �•" { z 0 'l� -, ,�. e O 0 = C i DRAIN TO CURB OR PER DETAIL 304 �`?� _I.I 3" MEGALUG RETAINER GLAND �, 'gi f I *+� /� 1►i I _ 3" MIN 6' . ` '�-)--- DAYLIGHT i 4" MEGALUG RETAINER GLAND Lk-- -- - 3" SPOOL FLGxPE 8 FT LG �. 144„- ` 0 Q1 GROUND LINE-�f - .� 7,M/ 7')°l ',4 . J \-DOOR LATCH © li=1I � i41, 44. 6.0 n - ,T/� If, THIS END },' o a' SPOOL FLGxPE 5 FT LG -01110,160%,„ �•! rj iLLI D c, cil 6'x4' HATCH UTILITY VAULT 676-WA-TVWD WITH BILCO TYPE JD, ig flii..,' ;W •.i�l� ��rf �, r~ 1111 _ a, U 3" MIN SEE STANDARDS '111114 1v �''✓f � ' 11 ti EAST JORDAN IRON WORKS CHS DOOR OR APPROVED =. •4414.- �� •l CLEARANCE ON > ISOLATION BALL VALVE PLAN _ �� .,Rl. OPENED OS&Y n� r;:' EQUAL, AND A LADDER MEETING OSHA EXTERIOR TO •:Iii" . . I~ _a 4��`�tt`•,lj �'I 2' c VALVE FINISH GRADE TO SLOPE BE SEALED WITH CRYSTAL SEAL OR APPROVED EQUAL S • �� 11 ct'• .• = p , SEE NOTE 5 MEGA FLANGE AWAY FROM VAULT LID . -.- STRADDLE BLOCK - COUPLING ADAPTOR • I �► \ _�,...�J'• • 1 „,- STRADDLE PER DETAIL 304 (TYP) 3" MIN s" MAX < 'f I :#.f % i\ '\ \ /\ \\/\\� �� / INLINE CHECK VALVE DRAIN TO CURE e / / , / /\\.',-(\s/•. \ ' + I r ,♦ 7( �'I{ti➢ I // 1.._' �/. -� ..-VALVE CAN PER DETAIL 402 fi' MIN { i'��i�� i��r`�I,�) TWO LAYERS OF TAPE WRAPPED a c a...FLOW III 11II" Irk •;i� kl��1I� RAVE THRUSTSEE BLE 0K2 + - TPS __ r{`i!;'�i '�. i,��!�+1 'i�r�:�• 1�. ALL THE WAY AROUND +o KEYNOTES: /.:/:•' CONCRETE BALLAST 12" RODENT 4'-1" TO 6" KEYNOTES: ~ o SEE NOTE 3 MIN SCREEN •'-9' - � •ter. _ MI A. EAST JORDAN #77-6 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH "W" a * �, a CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS OF 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE AND SLIP OVER PIPE AS o , , , r• . ..,. ,. s' ,! , - is ' it SHOWN. o „�,,,, „„ ,, , „ I �'1' ■ isisis. I i OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. a .� \- - V 12" f• B. UNPAVED AREAS ONLY: PROVIDE 4" THICK CONCRETE PAD OVER 4" 1 15" MIN DEPTH J cv 3/4"-1" V-BIOr' POLYETHYLENE MIN 1 C V LVE v-8i0° POLYETHYLENE COMPACTED 1"-0" CRUSHED ROCK. PAD SHALL EXTEND OF A MINIMUM OF 6" 2. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS LEFT TO PROVIDE CRUSHED ROCK FOR ' a=; DRAIN TO DAYLIGHT OR 7'-2" PIPE BAGS. SEE DETAIL 301 a ,,, ,- l- PIPE BAGS, EXTEND 6" DRAINAGE. 1'• '•'••• i I 4'_. . 4:-.• .......•„4„..r. tAt MIN BEYOND SADDLE AROUND VALVE BOXES. REINFORCE CONCRETE WITH 4 REBAR MAX 12" O.C. A ONE FOOT OVERLAP AT EACH END OF PIPE. 1 / 4-.'"".'":./ " � �. PROVIDE 1/3-HORSEPOWER CORE DRILL PIPE +• _•.�.�:r..a �'.'.'.':: a.. r # Z STAINLESS STEEL SUMP PUMP. PENETRATION AND CENTERED VERTICALLY IN SLAB. PROVIDE 3" CLEARANCE FROM EDGES AND c\1 ELEVATION SEE DETAIL 702 FOR SEAL WITH LINK-SEAL " M 'r`�' PENETRATIONS. 3. TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT O > " 6" DEPTH 3/4"-O" SUMP DETAILS- ''''I \ TIGHT FIT, FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH 2-LAYERS OF CRUSHED ROCK CONCRETE BALLAST 4'-4.•••,,.�;.',.,y��;, ;�.�I-•.;` �;j'i�+;-,, ' C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. I- �° r" COMPACTED TO 95°X. SEE NOTE NO 2 /�� •` • • ' 4. " • • SUMP PUMP OR DRAIN CIRCUMFERENTIALLY OR SPIRAL WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE N MAX DENSITY 6" LEVELING COMPACTED ,r- Yi r , PER DETAIL 702 D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS 60" OR DEEPER FROM SHOWN LOOSE FOR CLARITY) TAPE SHALL BE 10-MIL BLACK ADHESIVE PVC TAPE, MI 3/4-0 CRUSHED ROCK ELEVATION FINISHED GRADE. SEE DETAIL 403_ o c., NOTES: COMPACTED 15" MIN DEPTH OF E. WRAP VALVE WITH V-BIO® POLYETHYLENE ENCASEMENT, OR APPROVED EQUAL CHRISTY'S PIPE WRAP TAPE, OR APPROVED EQUAL. - J r 1. REFER TO OAR'S FOR ALL CLEARANCES AND STANDON PIPE STAND 3/4"-1" CLEAN CH UTILITY BILCO ROCK FOR DRAINAGE PRIOR TO BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM BEYOND VALVE AND TOOHA FOR LIST OF APPROVED ASSEMBLIES 4, LOWER PIPE INTO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED, ANDco SIZE VAULT * DOOR * SECURE TO PIPE WITH 10 MIL PVC TAPE. SEE DETAIL 301. Qo c."Bala2. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT HQJ1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH NON SHRINK GROUT, MAKE UP JOINT. 3 660-WA i-SAL WITH NON SHRINK GROUT 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU YD MIN AROUND BASE OF VAULT IN F. VALVES 8` AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND co CD AREAS WHERE FLOODING OR HIGH GROUND WATER EXISTS. LARGER SHALL BE MJ BUTTERFLY VALVES. STANDARD LOCATION FOR U m `s' 4 577-WA J-SAL 3. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU 3. ALL MATERIALS SHALL BE AS NAMED OR EQUAL. SUBMIT ALTERNATES FOR APPROVAL BUTTERFLY VALVE OPERATORS - NORTH AND EAST SIDE OF MAIN. 5, PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECURE IN 6 676-WA J-5AL YDS MIN AROUND BASE OF VAULT WHERE FLOODING 4. PAINT INTERIOR WALLS AND LID BOTTOM WHITE. PLACE AS SHOWN. 8 687-WA JD-3AL OR HIGH GROUND WATER EXIST 5. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1-F7. OF A G. 2" SQUARE OPERATING NUT. 10 5106-LA JD-3AL 4. THRUST BLOCK 1'-0" MIN THICKNESS SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RVEYRELOCATIONMOND OF SERVICES AND/OR H. 8"X6"PVC SDR35 REDUCER 5X5, CONNECT TO D3034 PIPE USING A COMPATIBLE METER BOXES FOUND TO FALL WITHIN 1-FT. OF A SURVEY MONUMENT LOCATION. 6. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE r� ' "OR EQUAL" 5. FOR USE ON FIRE SERVICE LINE. PVC CEMENT. LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN. `J Tualatin ValleyWater District DESIGNED:KLsDATE:3/1/2018 I. COMPACTED ROCK. Z Tualatin Valle Water District DESIGNED:KLS DOUBLE CHECK VALVE I DATE:3!112018 I 3" METER DATE:3/v2o1a Valley _I I ,. _ DETAIL Tualatin Valley Water District (DESIGNED:KLS DATE:3111201 B Tualatin Valle Water District DESIGNED:KLS �..r-�+ ASSEMBLY DETAIL o\rr+ "��I•�5 IAPPROVED:NWA INSTALLATION �I y PE BAG INSTALL DETAIL (\��.....:".1.1111." �� APPROVED:NWA ;�+�� DETAIL \��^ �`I � APPROVED:NWA MODIFIED DIPRA WET �1 1850 SW 170th Ave. Beaverton,OR 97003 BY CONTRACTOR 606 \� i r. �� (APPROVED NWA TYPICAL VALVE SETTING OR DOUBLE CHECK QO (SCALE:NONE402 301 1850 SW 170th Ave. Beaverton.OR 97003 0 (503)848-3000 www.tvwd.org 1850 SW 170th Ave. Beaverton,OR 97003 1850 SW I70th Ave. Beaverton,OR 97003 TRENCH METHOD 1503)848 3000 www.tvwd.org SCALE:NONE DETECTOR ASSEMBLY (503)848-3000 www.tvwd.org ISCAL>SCALE: (503)848-3000 www.tvwd.org SCALE:NONE Ce) O N = {f) (3) J DOUBLE CHECK VALVE ASSEMBLY OR Z O co O Q DOUBLE CHECK DETECTOR ASSEMBLY G 3' METER BY CONTRACTOR i- - , TYPICAL VALVE SETTING i2 PE BAG INSTALL 0 ( 8 ) NTS V NTS \4/ NTS .,,..._____...) NTS C ix O c HYDRANT BEHIND CURBTIGHT SIDEWALK /\%\f\`f\j\/\/\ y�y�y\y�y\yAy\ \, CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL • I- Q Cr) I 18" MIN / / / . • . - �/ C I.. A 24" MAX i�//�// / •• Al •. a ,.4 , 4. \// / LL C ,A Ij�'�� ) f;�l I,k I ILMI' �f�� • .. I - / / � AC PAVEMENT REPLACEMENT. -J, ... l`�I I •4 • .-• a �� BREAK FLANGE \ \ \ /�/• SEE NOTE 4. V (n W 18" MIN 0 �� .� a. , • ,. • • a• \ 0 • �. © . i /�/ 18" MIN DISTANCE MOUND EXCESS MATERIAL TO ALLOW ! '_ x--12" MIN. SEE NOTE 4. Y \/� //// • ��` TO NEAREST JOINT FOR SETTLEMENT. CONTRACTOR SAWCUTCLEAN EDGEFOR = W CL 1 ' -/f/. / . .� + •• I//!./ I C O U 4i`b 5 �, '1 1F ��"„ \ , \/� - SHALL RESTORE ALL LANDSCAPING AC PAVEMENT REPLACEMENT. 0 A:pow_ - SAND SEAL JOINT. 0 teti'' `.\ •: ''' Q �\ TO PRE-EXISTING CONDITIONS. ZI- ,r r ... . i �j '�` p !. - >%?�lri��1.-tail/'�r r: P I 0 I` ` i1�► 1 8 GROUND Lii3XI¢ STING CO , PAVEMENTPLAN wEw +. Q iriC W a. ': 6" CLASS 52 DI PIPE ,I i [ ? 0 • DETECTABLE WARNING s\ / . ��' •,, �' ROADWAY _ _ _��_�. _yA Ce ',o- �i!i :r ..IF_O�� I�� \ i TAPE FOR PIPE DIA. >12" %\�` r: . . ..!. ys� "i y: '�'� s 1 �� TABLE y I. r-• r_r.:r:i1' BASE 3" MIN ao",es� •`q.' O 0 " '� � '�s.. PROFILE VIEW ! = 6" MIN /\ . . fi\\ 4.4 0 I J `I TYP BRANCH THRUST BLOCK CLASS "A" �+\ � O Q CO HYDRANT IN PLANTER STRIP - ti :\>,.,../:1':. �.�- CLASS "B" 3/4"-0" 6" MAX I� PIPE DIA BEARING AREA NATIVE !:� N.- N- z \ " -_,;,7 \ \ ± �_ � (IN) (SF) BACKFILL 5%.,..-;•.,,\ ,.: . _�' ,f CRUSHED ROCK 18" MIN I II 4 1.3 f\�r \\ .,-,..,..7i: /\. GRANULAR BACKFILL 0 - L. - 24" MAX �XI"-""IIs \\/ - Gil' i...: •:'!-'. //. �. FLANGE �r t ED e 5.0 TRACER WIRE FOR ---��f\//`':�+�..�+.�,.�-�_ '\ti I. 18" MIN [BREAK 0PIPE DIA. >12" .A , _�-44r , 1212 11.3 " PIPE - '� r 11 wt ,� -WI I ;a • .- KEYNOTES: ZONE //:i � a='•_...2.„().,„ ,PIPE IOD 0 1 .- `41"1.1111101 I c.�r�4.as_�:r vV :j��/ '• r,� c.„:,..sr_+:i:.'- _ A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK ." / /j/ �....P \ JG • . SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT iN ANY ��!�'ilture•V� 6" PIPE BASE 1 I 12" MIN. 1:. KEYNOTES: DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) , / PUBLIC DETAILS L� 1 O B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF V-BIO® POLYTHEYLENE 6" PIPE 6" 15" : A. VALVE BOX ASSEMBLY PER DETAIL 402. E. 12"X12"X8" CONCRETE PIER BLOCK ENCASEMENT PRIOR TO POURING THRUST BLOCK AND BACKFILLING. EXTEND MIN. I- _ _ z;' ■I © ON UNDISTURBED NATIVE SOIL. POLYETHYLENE 6" MINIMUM BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH TYP. TYP. T 18 ��I B. 6" GATE VALVE. WRAP TEE, VALVE, POLYETHYLENE PIPE WRAP TAPE, SEE DETAIL 301. t AND PIPE TO THE FOOT VALVE WITH F. 1-1/2" CLEAN DRAIN ROCK 24 MIN• ELEVATION 0 LAYERS OF V-BIO® POLYETHYLENE POCKET. 4 CUBIC FEET MINIMUM. C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. NOTES: PROJECT NO. D. LINE-SIZE GATE VALVE (FLG X MJ) PER DETAIL 402. KEYNOTES: ENCASEMENT PRIOR TO BACKFILLING. MINIMUM 6" ABOVE HYDRANT DRAIN 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL 17055 G. DRAIN TO CURB OR OTHER LOCATION WITH EXTEND PE WRAP A MINIMUM OF 6" OPENING. WRAP WITH GEOTEXTILE E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED. A. LOCATE SUMP PUMP AWAY FROM DISTRICT APPROVAL. BEYOND TEE. SECURE TO PIPE WITH 10 FABRIC PER TVWD STANDARDS. COMPACTED TO 95% OF AASH TO T-99. PIPING AND DEVICES. H. RODENT SCREEN MIL PVC PIPE WRAP TAPE. SEE DETAIL B. DRAIN LID CHANNEL TO DAYLIGHT. I. 3/4"-1" CRUSHED ROCK FILL, NO FINES, 301. DO NOT WRAP HYDRANT BARREL G. MAINTAIN MINIMUM CLEAR SPACE IN NOTES: 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND C, SUMP PUMP DISCHARGE PIPING TO CONTRACTOR SHALL PROTECT ALL PIPE, ALL DIRECTIONS PER DETAIL 503, 1, BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO r--02.28.2019 DISCHARGE LOCATION PER PLAN. VALVES, METERS. DEVICES, ETC. WHILE C. TEE. NEW CONSTRUCTION TEE SHALL PLACEMENT OF CONCRETE AROUND TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). X D. ISOLATION BALL VALVE PLACING ROCK. BE MJ X MJ X FLG. CONNECTIONS TO HYDRANTS IS PROHIBITED. SADDLE WILL BE INSTALLED. Y E. INLINE CHECK VALVEEXISTING MAINS SHALL BE TAPPING TEEI- J. MANUFACTURE GRATE WITH CUTOUT FOR 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. BOLTS 3. CLASS "B" 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED Q F. 18" T & G OR B & S ROUND CATCH PER DETAIL ONLY FORRRTAP BLOCK H. FOLLOW MANUFACTURER AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. 0 DISCHARGE PIPING. GRATE SHALL BESHALL BE COR-BLUE, OR APPROVED EQUAL. BASIN WITH FABRICATED GRATE, REMOVABLE WITHOUT DISASSEMBLY OF REQUIRED TAPPING TEE. RECOMMENDATIONS FOR BURY LINE GALVANIZED AFTER MANUFACTURING. • AND BREAK FLANGE MAX AND MIN. 3. CONTRACTOR SHALL ENSURE THAT GASKET 1S PROPERLY ALIGNED AND FREE OF DISCHARGE PIPING. D. MECHANICAL JOINT WITH GRIP FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. 4, SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE Z $ PROVIDE 6 - 1" HOLES SPACED K. PROVIDE PERMANENT POWER SOURCE PER FOLLOWER. ALL JOINTS IN HYDRANT I, NO RISER KITS ON NEW HYDRANT 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR JURISDICTIONAL REQUIREMENTS. EZ a ; AROUND BASIN 3" ABOVE FLOOR OF LOCAL ELECTRICAL CODES FOR SUMP PUMP. ASSEMBLY SHALL BE FULLY INSTALLATIONS, PRIOR TO TAPPING. uJ VAULT. WRAP WITH FILTER FABRIC SECURE POWER CORD TO SUMP PUMP RESTRAINED. 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE w TO KEEP GRAVEL OUT OF SUMP, DISCHARGE PIPING WITH NYLON CABLE TIES. 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. Q Tualatin ValleyWater District DATE:3/1/2018 a. DATE:31112018 DESIGNED:KLS w Tualatin ValleyWater District DESIGNED:KLS „.. FIRE HYDRANT STANDARD DETAIL DATE:3/1/2018 Tualatin ValleyWater District DESIGNED KLS DATE:3/112018 w r Tualatin Valley Water District (DESIGNED:KLS APPROVED:NWA Ix ¢ Z �i I DETAIL 2P ',owl INSTALLATION X00, DETAIL t....�+ .. TYPICAL DETAIL U o \ APPROVED:NWA SUMP PUMP INSTALLATION 1850 SW 170th Ave. Beaverton.OR 97003 502 �\ =r+ APPROVED:NWA TAPPING SADDLE �\itir+ �5 APPROVED:NWA U) o 1850 SW 170th Ave. Beaverton.OR 97003 702 1503)848-3000 www.tvwd.org SCALE:NONE I TRENCH BACKFILL LU SCALE:NONE 1850 SW 1701h Ave. Beaverton,OR 97003 302 1850 SW 170th Ave. Beaverton,OR 97003 20 1 J (503)848-3000 www.ivwd,org I • (503)848-3000 www.tvw'd.org {SCALE:NONE (503)848-3000 www.tvwd.org SCALE:NONE Q F U w I-rY I- /\PERMIT REVISION 2 - 06.05.19 SUMP PUMP HYDRANT INSTALLATION TAPPING SADDLE - 1- TRENCH BACKFILL Z I) NTS co NTS ID Nrs N TS W U o =O O� a i 06 . 03 O aE Z o a. s �G I NE e4) . . 2 645Oa r Ar ' Rare r✓ ORE ' 1g4411417.4.- e Gy4' 1 `1.p �� CURB JOINT /Ai.4/ G , la SEE STD DETAIL NO. 146 rc 5' MIN. SEE NOTE 5 ROW EXPIRES 12-31-19 -....--2% ROAD . . ' . a`,:-.-..,,t, _ I_I I ILr__ rr i_Ilr--'- c O. C 2s, OF 3/4"-0" BASEROCK COMPACTED SUBGRADE W 0 'IOW►Xi) ►Xi ►�41., • ►X�• i� �v��l�v��l �. o SIDEWALK ADJACENT TO CURB . „!. ±,. 0 PLANTER - 5' MIN. ROW W NI ro STRIP F•- r- U M „ . -2°%s • .. ::., , .:, ;>::.•,.::. `:::::;ij:`:-:.:;. = c ROADI . �,,.M -, -;�; /�� A w`\i iN 041** '*' `'moi _ II Ti= I- _pfl am_f GRASSPAV POROUS :d�� ► ► � ► � � � �..: V -- L 1 11,11H'r PAVING SYSTEM / .� / ,� ` o MANUFACTURED BY \ �' � '� 22" OF 3/4"-0" INVISIBLE STRUCTURES 1')� +�'�'. `` `� 11 ` a BASEROCK n3 COMPACTED SUBGRADE i i_ _ 0 SIDEWALK AWAY FROM CURB NEIES. -.•. • 4JC px4 44: CONCRETE UNIT PAVER-t: '' • :; Q o I. CONCRETE SHALL BE 3000 P.S.#. AFTER 28 DAYS. . .; � �� :: _ N • •- �k :.::-:: •t► i HYDROSEED WITH 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. - �/ / �/ " GRASS PAVERQ> Z 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT MEADOW MIXo c N IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUSRADE TO FINISH GRADE AND ' Lo I- as N PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT .0, I ^ I' ` 1" SAND FILL W _. N SPACING NOT TO EXCEED 45 FEET. - Ay ' f ' - A ` 'e :.:,,:•.:.+ •,-a.a , '7'•..'.:-411...,,.:1 W'.." ' -T 0 C7 el 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, 0 1 o •�0 -ile .0_••0�•p0.00••0•• ' `- n` THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS, AGGREGATE BASE ROCKJ ..o. o0 0° .ep'•oo •°0.00.00: •o •eo•� r 3 N ��° •;o••qQ o° •e 0•°Oo .°p'e0•°Ov 000 N Q O (� 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED AA •o° .°p•e0••Oo .°q'e0 ° o .oq'e0o 01•- co 0 OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE 60••00 ,o •°o••0e o •oo•epo •oq••0•°p V co in A MINIMUM THICKNESS OF 4 INCHES. GEOTEX 451 NON-WOVEN ' •;o••°p Ooq•;o••0Q�0 •e0••Oo •0 ..0- 0 ° • p • oo o q GEOTEXTILE OR EQUIVALENT t. 0 • • 0,•. 0'0 °,•e0 • o .°,• 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER ‘ ///��//��/,/�//�//�ze-W//W' '' SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED !` /` •' // ` //` � I'1 OVER PIPE. . '`'�'�'�' '� '�'�'�'\ �.J //// / • //// /////- ` Z 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES ..7,0v.,„),...**., ‘,�i/`��/1��/�,/��/`��/\��/\��/\��/��/\�//\ COMPACTED SUBGRADE0,...%.,./tisf�.�O�,� � APPR0IED BY NO SCALE '��,,'��'��`��'��'�•��,��'��,��r CITY(]F TIGARD OREGON MICHAEL A. STONE, P.E. CONCRETE �I/_I•II_-II I_II- L-II :�I_- ;II_ :IL•. ■ FUNGrNP.ERING DIVISION CONCRETEC� O I, PUBLIC WORKS DEPARTMENT DM�� DWG. NO. Uf25 S.W.HALL t BLVD. O CV 2 97 TIGARD,OREGON 223 JANUARY 2013 SIDEWALK TIGARD VOICE:(sni)639 4m IN FAX(5011684-7297 APPROVAL DATE 1 _ W 4-- P.C. CONCRETE SIDEWALK DETAIL (Th GRASS PAVERS 0 0 0 J TS J 2 II/ O W LLI LU p � EXISTING DRIVEWAY - MATCH WIDTH & GRADE V LL 2 t� A R/W LINE EDGE YLL W VARIES `SEE NOTE 3 3/4" R 6' � U = W a. 0 z 5'IIMIN 2% SIDEWALK T, --s-� DRAINAGE BLOCKOUT 1 6 . .o 3" I.D. SCHEDULE 40 --z_ DWV (ABS OR PVC) (5 eapanrlonjolrtnMtr Top ofturbcL C Q Normal SEE �-'z-- LAND5CAPE ft A ��NOTE 3 LANDSCAPE /,4 a PIPE W/COU PIING u,,,L �`6-��•rad 6 To be removed �� W rr ` I+ STRIP SEE NOTE 2 STRIP „" ° . - 16" \„ Gutter tine v' -•� a , a a 3'rad. upon extension of curb. • _ - a o t7 p O ! • Finish grade I ! O 1 i1` q o O [(Slope var.) • I r'.- Finish grade (j.4 may 1 i 1- °.0° a 5 I ' I �(Slope var.):.-.•_'.' f dope+ e T . Q Q 0 0 , a • t Barrer 6:f L Batter 6:1 S� . - , `JOJ . .•._ ... .. .. .•.. .... .. . ... .. .. ... .... . .. .... f_L T.-- D 30 MAX Q0 a a --' I 'i"' -I • 4.5' _I \-Bottom of curb T- 3' �- 3` t D d O.D.O.T.&City of Portland Standard"H"-ss• 10' MIN STANDARD CURB MOUNTABLE CURB PLAN --11"•-• -r [See general note 111 Mee general note 111 CURB ENDING DETAIL R W .� - 9•' Var.24"or 30" V.•rad. 1:•rad. ••0'at curb ramp O Var. ar.24"or 30" 1- 10 „ specify in pians _ Finish grade specify In plans _ •' �\ n 6" 6" +4 s! varies. (Slope vat.; 0 0� COMPACTED SUBGRADE 9i"rad. Slopev PROJECTED TOP 3 rad, CUTTER PAN NOTES: ae• utter Pan no, _ • e _ Finish grade :lope SAN normal. t L e 3/4' OF CURB 2% MAX NOTES: _ Batten 1 $rad. Satter 6:1 P latter m 3 S �� r jG•rad. Finish grade 4.1 c i d w Slope varms, (Slope var.l 3"rad. atlas. (Slope var.) Slope 4.OK max.u curb ramps. a ^3e r• ` 1. EXPANSION JOINTS: ate ytter pan ores ' !'--0``.'SlaPery -__ o^ V i L: - .�nner -�_� Varyt asregd.fordrainage . ..�_ PUBLIC DETAILS - ••• --a�"^ O.1 A. TO BE PROVIDED: $ eatternaBanern�l , pa _ . II', R 6 min. V where shown on I d STREET . #`: 1� CI C Vf allowehbp iudsdlct�on. .,. n.+y�,-�a IE i' 'tri.. 1) AT EACH POINT OF TANGENCY OF THE CURB. I t - -lr-F-le"gym •' 4 i, .4 a� Iain,I( 2) AT EACH COLD JOINT. ... or specify in piens • •• •CURB AND GUTTER MOUNTABLE CURB AND GUTTER LOW PROFILE MOUNTABLE CURB AND GUTTER 00 00 00 0 '• 11-...-,11, I �I 3) AT EACH SIDE OF INLET STRUCTURES. wnrreslownnnpU 000Q�000p tat+ ?.-wiy,57e.-,a;;s ;v}if•„.'' 4) AT EACH END OF DRIVEWAYS. Curbcurb, PROJECT NO. poo q 0 p � LI � .Tr=ip` li� l 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. I:"ria. tFuture hIcn.(4"minalk] r(Typevdqusier Fenian ,de Finish de 17055 I I i r ."raA ti ka(4"min) (Type var.) 3 pipe, Curb,or 9r gra Where req'd.] [curb and gutter (Slope var.1 r4•12"Mites, (Slope var.! 2' OF AGGREGATE 4 Finish grade frvpe vaz.) 3;"rad. 1 rad. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL '!°Ae 5lopevar.l _ s.c�E e s.on SECTION A-A (3/4•'-0") COMPACTED WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS -▪-� weep hale SECTION OF CONCRETE. -- -_'"-- F;nisn F °s II 02.28.2019 • i 8"norm.,vary • i _r grade G -••--rte-.r- w 1 form shelf into curb when J�-i - l- as shorn on plans Mart and sidewalk will not • ( T 5% C(Slope var.1 - - ` X NOTES: 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART • • or as directed epoured atthe some time y = :...F.4.2. .. `---- �2 rnp1 f �s4or I I .- ` •.,-_ [emirs WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. --i2"-.-{ 11 - 20• zo" c Q 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. • 0'for Truck Apron 2"- I Var. 4D p 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. LOW PROFILE MODIFICATION FOR KEYWAY VALLEY GUTTER W H 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. MOUNTABLE CURB Where shown on plans) WEEP HOLE DETAIL I- 0 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET (Where shown on plans,and Wowedbylurisdiction) este general note 1 t 1 [aa,e.BoOksa, NIA aaseuia(ktaoas paT( 16•LUL-2018 E 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 NOTE ur GENERAL NOTES FOR ALL DETAILS' s,u"mt wry..sloe er soeniaaiim, a- W S.Taps of all torts shall slop[toward the roadway at 1.576 snax.Max.2.0%finished U MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. I. Curb exposure"F'-6'ta9,asmeasured venitallyfrom n°wane to highest paint on suFoealoof!,unlessaenewseshansomasdlrecred. Theselecfiananduseofthis 3 6. FOR SUBDIVISIONS AN S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL curb.Vary as shown on plans or as directed.0.0.0.Tstandard'E'=T. Standard Drawing,while de- OREGON STANDARD DRAWINGS LlJ p BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 6. Dimensions are nominal,vary to conform with curb machine approvedby the engineer. signed In accordance with 2. Cons r,ex driveways. Joints Ys.s,at 200'maximum sparing,and at paints of tangency,and at ends of eachch tlNvewa 7. Dimensions adjacent to radii are measured to the point of intersection of rust surfaces- generally accepted engineer- CURBS w �Ao !ng principles and practices, 111 CITY TIGARD APPROVED BY O 3. Cr ost.contraction g, p B. For sidewalk details,and monolithic curb 6 sidewalk,see Std.Dwg.RD720. J O NO SCALE tants at I S'maximum Spann antl at ends of each inlet and curb ram is the Sole responsibility of APaPovEa Br. NO SCALE9. Far drainage curbs,me Std.Ow 60701. the user and should nor be 2p18 0 z CITY oF'CIGARD O OF TIG. MICHAEL A. STONE, P.E. S 4. Transitions shall he used so connect curbs of different exposures"E'. g g (� 0 ■ Cr Is the local vertjcal dimension or[hose curt surfaces used without consulting a ,�'} rarer e...,.r OREGON LORI FAHA, P.E. ■ ENG1NEEttINGD1Vt5tON STANDARD Dom, NO. 10.For curb rampdeu(Fs,see Sid.Dem. ".'�1° yst°a'i00F°•o�0 ❑ PERMIT REVISION 2 - O6A5.19 ■ STANDARD DRIVEWAY DI DON= having a slope of 1 1 o steeper).Minimum desirable transition length snail be 20' curb a Registered d should Professional PUBLIC WORKS DEPARTMENT x-suit amen ion w ENGINEER/NG D1vISIDN aT.,a�,� DWG. NO. tar each 1'difference in"E'. inter. sr-coir ao�xraa.rauaions LL X PUBLIC WORKS DEPARTMENT ULU S.W.HALL BLVD. 11.On or along state highways,curb and gutter Is required at curb ramp. 9 J (31255.W.HAE.r.BI.971 w/LANDSCAPE STRIPS 1 VOGARD,OAEGON972T3 JANUARY 2013 CURB nGAt(D,ORF�AN47123 JANUARY 2016 4 1 TIC.ARD VOICE: 50356394371 Effective Date:}one 1, 2019 November 30,2019 L- TIGARD %%mg:(sal)6394171 PAX, (60sl - "K DA's ROTooA PERMIT REVISION 1 05.20.19 FAX:(!03)684-7297 APPROVAL OAT[ I- U - ix ? / B 1 ADDENDUM 1 - 05.20.19 COMMERCIAL DRIVEWAY APPROACH (-- STANDARD CURB AND GUTTER 1 v • g 1 A ; ` = o __ / NTS ! NTS ! NTS Z9 L.3 =0 U US 0 6 N 04 i- „ 0 a Z UO a ��c)IS TER , • 396 n arF n .Zarkin F� GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY DETAIL REMARKS ,A 0 R E G 0 N PLANT SCHEDULE '�1��-�1��_ dJ, 518198 �� I—� FC Fragaria chiloensis Beach Strawberry 4 pot 15"o.c. 46 e4PE AR-' TREES CODE BOTANICAL NAME COMMON NAME SIZE QTY DETAIL REMARKS ,1I'11l�;11 Fp..c.efOT,KFi LM Liriope muscari 'Monroe White' Monroe White Liriope 4"pot 15"o.c. 225 AP Acer truncatum 'Pacific Sunset' TM Pacific Sunset Maple 1.5"cal. 1 'i tibre.w � o *4111• CN Cornus nuttallii 'Starlight' Starlight Dogwood 1.5"cal. 3 a rn o . LC Liriope spicata Creeping Lily Turf 4"pot 18" o.c. 246 . , A W J • FS2 Fagus sylvatica European Beech 1.5" cal. 1 Ce 0 irril ill .__ - , / MR Mahonia repens Creeping Mahonia 1 gal 24" o.c. 90 (IT C m o GI Gleditsia triacanthos inermis 'Skycole' Skyline Thornless Honey Locust 1.5"cal. 8 Limbed to 6' min. O o a) W co U lir ME Magnolia x 'Elizabeth' Elizabeth Magnolia 1.5"cal. 2 — { 3 .4. CODE BOTANICAL NAME = -7, 0 PB Platanus x acerifolia 'Bloodgood STORMWATER PLANTS Blodgood London Plane Tree 1.5"cal. 5 MC Myrica californicaCOMMON NAME SIZE QTY DETAIL REMARKS U o Pacific Wax Myrtle 5 gal 2 a Mr TV Thuja plicata •Virescens Virescens Western Red Cedar 1.5"cal. 4 krbu o ^�c a 0 ND Nandina domestica Heavenly Bamboo 5 gal 24 IH N SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE QTY DETAIL REMARKS ,�� SP Salix 11wpurpurea 'Nana' Arctic Willow 5 gal 4 = a, 7) BB Berberis buxifolia 'Nana' Dwarf Barberry 2 gal 71 �,,, m 0 ST Spiraea betulifolia 'Tor' Birchleat Spirea 5 gal 9 O N co BW Berberis x gladwynesis 'William Penn' William Penn Barberry 5 gal 10 .I. 0 N VOW*" W '— N SA 'D.'•'►'O CO Carex obnupta Slough CT Choisya ternata Mexican Orange 7 gal 1 1 �� p g Sedge plug 12"o.c. 70 J 1- ..••••• .� .'•••'•'• LCL N O CK Cornus sericea 'Kelsey' Kelsey Dogwood 5 gal. ISA 0 co co n : AA JP Juncus patens Spreading Rush 1 gal 12"o.c. 30 DN Deutzia gracilis 'Nikko' Nikko Slender Deutzia 3 gal 70 0 0 GS Gaultheria shallon Salal 1 gal 41 Z APIIV Itea virginica `Henry's Garnet' Henry's Garnet Sweetspire 5 gal 12 co 0 CV ° CV = 9 LP Lonicera pileata Privet Honeysuckle 3 gal 43 C w MW Mahonia x media 'Winter Sun' Winter Sun Mahonia hybrid 3 gal 7 Z 0 0 m LC NG Nandina domestica 'Gulf Stream' TM Gulf Stream Heavenly Bamboo 3 gal IN G OQo �� PM Polystichum munitum Western Sword Fern 2 gal 14 C.) 0 LL ~ Y17- Q Cn 0 RS Ribes sanguineum Red Flowering Currant 5 gal 4 W 0 H Ce U- 0 RR Rosa x 'Meinable' Red Meidiland Rose 3 gal 21 V U II ,!� • fl Of W �L TA Thuja occidentalis 'Art Boe` North Pole Arborvitae 5 gal 8 0 I W O_ O I- Z 0 VO Vaccinium ovatum Evergreen Huckleberry 7 gal 30 CeCO { 0- 0n W VS Viburnum tinus 'Spring Bouquet' Spring Bouquet Laurestinus 5 gal 18 W/ a) H GRASSES CODE BOTANICAL NAME COMMON NAME SIZE QTY DETAIL REMARKS Q z r O MM Miscanthus sinensis 'Morning Light' Morning Light Maiden Grass 1 gal 55 T D 2 2 0 0 VINE/ESPALIER CODE BOTANICAL NAME COMMON NAME SIZE QTY DETAIL REMARKS -- `� CS2 Camellia sasanqua 'Setsugekka' Setsugekka Camellia Espalier 7 gal 2 Espalier PLANTING LEGEND A -v. TJ Trachelospermum jasminoides Star Jasmine 1 gal 1 PROJECT NO. 17055 x 05.20.2019 I- < n Permit Revision#1 5.20.2019 o Z /i...)\ Addendum 2 5.31.2019 w Z S LJJ p Li, w L L J ' J F- < Q 2 U o co c J a ' U T w OMNI" 1- - Lrel VI Marianne Zarkin wx LANDSCAPE ARCHITECTS co cl -- Q 1326 NE 63rd AVE. g Portland, OR 97213 0 2 o c. 503.758.3131 MARIANNE ZARKIN, ASLA di 0 L1 . 00 o. 503.802.0031 marianne@mz-la.com 0 Er Z 0 a MI5TER STUMP GRIND, DO NOT PULL PROJECT ARBORIST TO OVERSEE 396 EXCAVATION FOR PARKING LOTLEGEND (11-1/1A-16nrit\-1.Zard.(k.--.4,WITH EXCAVATOR AND RETAINING WALL '�. OREGON I STORMWATER FACILITY d�� s�s�gs . 10299 10304 0 # 300 APE ARC 0 ; * EXISTING TREES TO REMAIN GL i)._.. -C- G' -514!1- ;�� -SAN--- -5,44 (NTrp‘c,,,,,# .- \�� #133D3411‘ # 9 10363 10266 ``� �, ./� a 0365 \ lo 10316 — — — — — — — 12 10269 #XX TREE NUMBER Q, o 102621 ( V4 r , hI +` # 13 10364 \ \ 1 31 vo w i , ` 1 I I ' . # 14 `� # 12 o -c 10261 _ I, # 18 i 6 \ \ 1329 �. I 1.1104iii . , . \ ` 10351KEXISTING TREES TO BE REMOVED U o o 10260 I # 49 -' # 11 \# 6 w - L 10259 1 "`� ..-.. _ . # 10 3 WOOD 1- -0 U } ■ \ + + 10370ist &HIP TRA VEGETATED X X TREE PROTECTION FENCING 10258 II ` # 7 'FREE PRO' C ' CORRIDOR 0 0 re 10251 I4. 4;‘,) 10369 FENCING10250 1 X . \ 103• BOUNDARY Q10249 I ^� 't" # 8 \ # 5 10352 irk NEW TREES TO BE PLANTED �*10248 I 32 ,i 10247 1 = 10479 # 16 10465 \ \ NI # 3c1/4-) 0 . wi SEE L1.00 FOR PLANT SCHEDULE = j - 10413 10244 I I r NO GRADING TO `' 1.0466 # 15 \ 10360 `6 .� 10382 z I OCCUR NORTH OF 1'‘'78 1361 10381 1 D O 10242 I I I ' CURB OR OUTSIDE # 20 _ ... _ ... ,�,� \ \ 10383 10412 104 0 III fb w - N 1 I I �P'6•�-• ` 1 \ 10373 1037, \, 103:4 @ — 10425 J "' 10238 1 * a PROPERTY LINES # 21 .► \ .10385 — re N I 1 lilt PROPERTY �. .,117 � , -I- \ - _ - - - 10237 1D2361 t ; SI � �a , 10235 I I # 33 ROOT BARRIER, - _Am 11111111 i ` . \ \ 10234 I I ' '�" \ COVERED SOIL 10233 1 I I '� TYP. ; 10476 , . \ SEE DETAIL 51L1 .03 AND SPECS Z 10202 I > I \ VEGETATED CORRIDOR7) 10201 I ' % \ 10441 10200 I ; )8C # 22 \ ` \ )( co O 10199 I I ; 10432 \ CCV = 10195 J 1 428 I # 47 \ # 1 �.� \ 10194 I I # 34 10193 I 1 ` ,I # 48 \ '�" 10438 Z m I i,�� fi I 10440 0a 10192 I I 1 r' 0475 6101PfiblkAtiAML# 10439 ' \NN\ r� ❑ct 10191 I , I 26 1Q436 tO 10188 # 23 I �1► x �r # 51 1043710442 0 < I._ 10187 �. I .� � I # 24 # 25 � � �� "% - - ��; ` \ V � Q W I *c I gIIIIop Ar1 I— U) 10186 , . # 45 104 i►� 0490 r_ _ �` 010435 \ 10434 .it ji 4v.5, .10185 1 /� - - — eilo �- �, ! — W — srs„.,., 10184 50 �� t � -. glow - "5 --- �„ - .. l=ns : Mar k . - - PViR--- -NT- .. a� IOUS 1 �.....Vet # 38L - - - - —#- # # 41 # 42 l�J 1- Z 1 1 ,�, - -W# 37 1NAT- - - WAT- - - -WAT - - -WAT - - -IL T - - -WAT 3- - -WAT- —WAT- - - WAT- - WAT- - - T- --- - t-WAT- I- - -WAT- O I// .0/ '-WPI.A11011 _ 0 I � 1 �w � � l • I , .Ia �� _w„�- I � I v A � 101 * - - - I - - - I - - - - - - - - - - - I rn ��-' ROOT BARRIER, TYP. _ _ — SW 8TH�ARKWAY I T T� - - - - - - - - - \ - -- II Z g _..„.:0 -�. — # 35 _,--- _ _---- 'iII I T S"� r �- 1 { g \ O ____-=:----/-y'------_______ EXISTING TREE 0 �_� MA 16' 8' 0' 16' 32' 0 NOTE: SEE WRITTEN URBAN FORESTRY PLAN BY „ = TREE PROTECTION, ------ -__z"`--- ' \/ SCALE: 1 /16 1 -0 REMOVAL AND SOIL TERAGAN ASSOCIATES, DATED 01/14/2019 _ VOLUME PLAN ' t_ PROJECT NO. mac_ !`�. 17055 �� 05.20.2019 ____/_...” � � x HIGHLY VISIBLE FLAGGING ATTACHED �� TO TOPS OF ANCHOR POSTS Q W � _�� 5'-0" METAL POST Z D 2" SQAURE, 9 GAUGEF1 • z ow GALVANIZED WERE MESH ►�i ••.'�'�'.'�'.,►i'i�i'•�i�i�i�i�i �Y14.•••••••• ANCHOR POSTS SHOULD BE MIN. 2" STEEP U CHANNEL OR Li,• 2 ►•••:•"*•��•�� ►��i): *i 4: - • •.•:• 2 i DIA. TUBING OR 4"x4" TIMBER, 8' IN LENGTH ,� CC '••••••� •+••••• ►��•4.*** •••:444.•fi o Z v.* o ..... �• ��Ale.S.... �� ANCHOR POSTS MUST BE INSTALLED TO A DEPTH:.,x0 ovc,x.x.: OF NO LESS THAN 3 THE TOTAL HEIGHT OF POST ¢ M 11 �f I 8'-01 t O.C. , 1- U iiv w MAX. Marianne Zarkin . , TREE PROTECTION FENCING DETAIL rt LANDSCAPE ARCHITECTS Z SCALE: N.T.S. 1326 NE 63rd AVE. § U le Portland, OR 97213 =o0 1 C.503.758.3131 MARIANNE ZARKIN,ASLA Y2. ■ o. 503.802.0031 marianne@mz-la.com os.W 2 0 a ALIS TERM , o • 396�} an n ..Zarkin ie OREGON w LEGEND: .dJ, 5/8/98 �� 'APE ARC' COVERED SOIL SEE DETAIL 5/L1 .03 AND SPECS STORMWATER FACILITY v `� . a a 0 0 21 - LM � � 1 NOTES: w 1 1 - TV 11 - LP I� Iv - 4 6 - VS 6 - ND 6 - PM 1 .) SEE L1 .00 FOR PLANT SCHEDULE 1- a) o MR - 5lliiv 23 - GS U o a) CK - 1hk10 - VO 1' 9 - LPwco 0 - - 14 - DN - - ^^^ ^ 2.) ROOT BARRIER AT STREET TREES. 1_ ,3 C DN - 11 — — — — — — — — r , ; `-=- ' ' �,, 1� '`-�=<�' ' SEE DETAIL 5/L1 .03 AND SPECIFICATIONS. _ @ LP - 3 INg40.160 Illil - I .. 4"r c'` kPF AP.-440:4‘'54.- -, ' ..\k4 ,IRO i, , �1.A . ;, �-4 4� '` la 3.) 3' WOOD CHIP TRAIL, SEE DETAIL 6/L1 .03 CK - 1fi :o 4;jwaWvI `• AND SPECIFICATIONS " Rlo VS - 2 fo. yL. teal ` �,�e . ST - 4 9•411)k,- gr- ..:,.. '' 310' ' WOOD _ MO -. : AP _ 1 " ' 14 - CK CHIP TRA 4.) SEE WRITTEN PLANTING SPECIFICATIONS. Z � s - 1 - LP JP - 8 .it i X01:.,, , VEGETATED BB - 56 4.�o ;• _ I (PAW 16 JP - 22 ,_.4 ' CORRIDOR w N ■ O , M ',C 1 -CS2 4 - VS o ST - 5 BOUNDARY JNM+ cc c•I biro ,--- - --4/0 %, Np _ 14 ..civ: VO - 4 . A► ', 0..a , CK - 9 4 - ND NG _ 5 -4444 u�!yAlta.� 1. DN - 11 Po _ ` � �. .?0 17 MR + ; VO - 1 ,,cr, �;�, . • 0 ''a .,4'� � -�, i� \ 1 - FS2 0 •o � I VO - 3 : 'lor*'am , 3 - LM \ Z �• Q � 1 - LP frl .0. 1, 3 - LP \,.. s 411NG - 6 �- O ;iii` :. ,� N ala co - 70t ILL--1,41.:11k..04:�� A _ N , ' , , N = 6 M R FC - 46 �;° ° _i__ ''``�' - t HIIIII tut-tib` 2 - VS 0) J CO 4�'°o ROOT BARRIER , �f - -, :'. �r ` 'I �/ m rek{ 441-141 SEE r 12 - GS Z W ..fie TYP. ENLARGEMENT LC -2 — — �r�---- j, 0 O Me _ 7 41 BELOW TJ - 1 _ , 0 ' .: L _ !!�� . 2 TV Oct I,.e 18 MR ,, I c 5 VEGETATED CORRIDOR MM - 20N %�'°gmo,off ♦''. _ cs2 ` 1 IV - 3 2 - IV E W O 410'�. - IL . PB - 5 G 2RS - 1 , 18 - MR YI -- Q co ilipp CT - 1 ••0 5 - LM — „'r`►. 2 - VO W - I_ LM - 85 pv.ro �� r _11 AI 4 c•,I Vivi, 3 LP � A — ME - 1 !. Ce O ZM+ o:o �: 17 M R 2 CT V LP - 10 T .� o.o �, _ `` o ,,..,4„,),5,11,,o,... .-,,,,,, a eyo 1 TV ' - MM VS _ 1 ,,� �`.*Or� ''�� W CC 5 _ 3 _ CT _ CK W �.'►o j ' 3 VO Y L•, I, 3 - PM LM 11 ..� I _ 6 BB I— Z DN - 29 it 1 so' �x;;k 4 - BW ---11.4----\,, � 5 - BW 2 - DN - ! �g ., _�- RS 3t -Alto� � ,AN T CTR, TYP. •�yGi -11,—.,,,,,',1 �, ' r�+.=,sir 1r 5�� ri.. CO w MM - 15 ..�j� ►,l✓.t..., AirI "I 5 CT VS 1E .., ;;GI _4. ,�' �� ogirgiii8 GI =t1` ` _ 1�. . ;; _moi+.-:r_� _ � � _ ms 0 Q ��ir, f , �J71 _ �-, � � �,�YV � ,� 1 �' Y t.:.r fir- ON � •� *��1r�iT-`� � /�.�o�''��1� �� 1T��1 / �l .:.-�:�_- -/■► !! ! ME ri Q�:o-G 1Ew'�» 7�y!axA ��:.i .• i ��i�a�ir,�. � ��i�y. 4�'0 ,,.,4 :�i !i/r1s �sA+..e�.f�?�a1'� �►��/�%.�,_!//i�•/� �.sr:� /y RR 21 �► -4ll� vgi‘ ,�� ek .... . 41*it r-�� i -z.--,..7--i- +,;1 r�1•i i% ! 5 .. e ma - . 7.i4_ nFfs i� /1,.///�42C �� eL ►�c1;.a�r.a�„ ��.\� l r _ �' rT �.�.�%�/ r frT �.,t�..�.-:10, �'� �r�� 'L r- /_- �i;i�li Ii �` F-Urallipfi ir: Ali ir......am... - - - ,_______ _ . . _ _ \ PAVLKti r ll��► # A .._. �1'a'"� � dal `a`* �.J / .... °":: a! � `i.o-�� --A `t1 !'IUP I },,01 , . ,,. 110101111114- ►il r-�4� '� N� .' S c q L II1i I L l -te a :10.44„05h._ . "� •� l R *ice .,,4,„ od' �� ;, , '� I—LM - 42 LM - 15 r.. �S I� ' .: � Ati VMM 6 BB 3 _ - MM _ g O , 4. y � � ik �` 10cwip LcAlk Anip.A LM - 23 Lc LC A AlLides xa ROOT BARRIER, TYP. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ t - � _� SW 68TH PARKWAY PLANTING PLAN ` •lip, LC PROJECT NO. 17055 05.20.2019 I Aisk 16' 8' 0' 16' 32' < 0 2-cr W I. dIMMIIMM I mil n. w Permit Revision#1 4.26.2019 Z� oILC -2I- _ii,....,....,,, l a Permit Revision#1 5.20.2019 TJ - 1 I ¢ cr I LC -5 o /\ Addendum 2 5.31.2019 1U Z o fn CS2 - 1 J ¢ o L = ui DECK PLANTERS ENLARGEMENT , 0 VI Marianne Z a rki n Qw . w ._ g t LANDSCAPE ARCHITECTS Z a 1326 NE 63rd AVE. § 6 Portland, OR 97213 O =oL 1 0 2 c. 503.758.3131 MARIANNE ZARKIN.ASLA id ■ o. 503.802.0031 marianne@mz-la.com 0 o a c3S E °a • • 0 396 NOTE: •!1 0 • * ° 1/L'1nftZar ' ; LOCATE TOP OF ROOTBALL A ° �► o ar kin MINIMUM OF 1" ABOVE 0 �► iii 0 F--� ADJACENT FINISH GRADE. 0 0 ° �• 0• �rfi�0 R 9 0 N�� / , • JCS ) R�~ DO NOT CUT MAIN LEADER „ . � : E A FORM BARK MULCH IN3" HT.\'�;� o • NOTE: CIRCULAR SAUCER. SAUCER ° G��/=►�LOCATE TOP OF ROOT BALL A MINIMUM OF 1" SHALL BE SOAKED WITH ° • 01" WIDTH PLASTIC TREE TIE .ABOVE ADJACENT FINISH GRADE. WATER AFTER PLANTING. CHAINLOCK #4 ORLL o ° • ° PLANT CENTER °o ° ° ' APPROVED EQUAL WFORM BARK MULCH ° �� 011_01Pa:_,_____ _, CeIN 3" HT. CIRCULAR !`'` ° �� C>>� FINISH GRADEo co= ,� \ o (2) 6 x 2 x 2 WOOD STAKE 0 Q,SAUCER. SOAK ��'� \ A ' ' oTOP DRESS W/ 2" POST DRIVEN 18" INTO SAUCER WITH WATER _ \ V °' AFTER PLANTING t• - BACKFILL WITH TOP OF MULCH, SEE UNDISTURBED SOIL OUTSIDELa• SPECS -, OF ROOTBALL -0 u ° SOIL AS PER SPEC. Hi- i — r -1 1 1=J 1 1-1 i �T I f ' ro 1=111-1 11— I I ........ ;s. ::::•:::::::........ ,: I ISI I I III = FINISH GRADE -"' "' III .111 eitroghigiffl 1 ;`'I1- 111,;_ U o te /4S S REMOVE BURLAP, WIRE I III '((,'�� ago .' --[II ill c 'il / � , iroyee S 1 III v'Wit ' wi ::, - 4- BACKFILL WITH TOP SOIL AS < O TOP DRESS W/2 OF ojkl....-"'. °6.-- � BASKET 8, STRING FROM -III _ II IIPER SPEC. 0 MULCH, SEE SPECS. > >/2\ \ ROOTBALL PRIOR TO ;,111- =T II1=1 J=1111=_ =IIIIII CC BACKFILLING. :111�i�111-11 1-_,I I_„111111i111111 \ — a co REMOVE BURLAP, SCARIFY 4" DEEP EDGE OF PLANT BED, CURB WALK, FENCE I WIRE & STRING FROM AND RE COMPACT OR WALL SCARIFY 4" DEEP AND 3 TIMES ROOTBALL DIAMETER. Z ; ROOT BALL PRIOR TO MINIMUM 4 1/2 FT WIDTH. p 6 6 S = SPACING ON CENTER(O.C.) AS SHOWN ON PLANS RECOMPACT I- o Ni BACKFILLING W r N TREE PLANTING DETAIL J � c, SHRUB PLANTING DETAIL \\ GROUNDCOVER PLANTING DETAIL � N 1 20 aQ � N.T.S. \ ) N.T.S. N .T.S. o co to TREE 'A' 0 z , _.' ,•71ll• •!.. D co r4 ,A, aw ice[ •f� •I - ' - - T fir.:"*":- -VIA;lir ,a :2- -. t „ \ • irr-3--.: ... .. ,, 75., fr.....,,___ V. `tet ,_ ♦ • 0...„4.,,L,, - , ►u Z m f. '' '---S, V4:'. N 0 2 .;.�, .,,..,�_ • 4i J4i: '. tQ .104 ijoi-iii% I. .,,,t,„ .-.1." i:*. :r 0 0 LI_ Lij REMOVE BURLAP, .. WIRE BASKET & ` . z_ _ W W > 0 STRING, FROM ,lir ..� 6 �,.•�; _1 VARIES ROOTBALL PRIOR TO ; m - `, 4 OPEN SOIL VOLUME 0 U) HI DO NOT CUT MAIN LEADER W BACKFILLING. ' _ E o } LU CURB i w 4..,, ,.1iiii - , a FORM BARK MULCH IN . . 1" WIDTH PLASTIC TREE TIE " en co Z 3" HT. CIRCULAR ,._ ilk CHAINLOCK #4 OR t co Et SAUCER. SAUCER SHALL '410,7,1A.7_. "f i � - APPROVED EQUAL i � � Q BE SOAKED WITH WATER ,+,,. tt, 1 — � PARKING Wci) 0_ AFTER PLANTING. 1>I a d0WNI, ,IVa,VIVrN+, ,oIVrVINoIavip,W,1VMINrrWlIpdI,Vl6,,.. Ce O 1� 1., ,;:,, =Y- :. � n �—I 11---III, 1 1-1 I 1 I 1 1 I I O O O O • '°-O \ �\ I / / ' , / o) 1-- (2 ) 6 X 2 x 2" WOOD 1— _G.,0000. °000, •0000 ,S' .:��.:.A:,.,a.-...1.-44�.:�4�:44.r= T-0" z —I II- 11-11 -111-11 ° ° • ° ° O ° °• \ /\ I �� _ _ • --111 . 11_ _ _ • o o•0 o 0 0 a.� STAKE DRIVEN 18" I °2° ' ° ° ° \ \ � L,\ 11= 111— -° 000a3 �o°.•000°o°. \\\\\ ' - , —I —I � �=1 � I—I I ISI I I=1 —I 1. 2% MAX. CROSS SLOPE � r � BELOW UNDISTURBED �— ° `� _ = I ' �_ �11 111-1 , ° o a . ° ° ° ° ° 111 1 11 -I \ I= 1—I 11—, _ \ o c� 0 0 0 0 0 0 0 0 + � o,o� o o o 0 0 0 0 ;, \ I I1"— 1 1 1 1 1 1 1 1 1 ,:-:il� -I I - 11— _— , =1 n n- 1 1—� 11=\ 11 111=1 1=1 I I I I—� _, � 111=111=1 -� _ _ —III—I _� � -��.�, �� 4!!-i I !_ k OPEN SOIL —III —11 \11111 11 11111 \ 111 ,1 \ 111 111 I , ,1 \ 1 I ' .III—III ' d x:63 i d �y�� .• o$g,'. —III— g 'oeir k •�'� } o°i g•gyp o t o�'��3 � � III—I \ O TOP DRESS W/2" ", ' 'r ROOT BARRIER —III-11•III—II1-�1 4-'-'•I11T111-�•=1II—III—IlI—III—II1-_ OF MULCH, SEE r�• SEE SPECS WOOD CHIPS U SIDEWALK 5 SPECS. DRAINAGE FILTER FABRIC x: '1 r` ROOT PATH COVERED SOIL PLANTING DETAILS SEE SPECS I COMPACTED AGGREGATE BASE COURSE It Jr_ COMPACTED SUBGRADE 1 COMPACTED SUBGRADE 12" Jr 12" PROJECT NO. SCARIFY 4" DEEP BACKFILL WITH TOP SOIL AND RECOMPACT AS PER SPEC. PROFILE 17055 N. 05.20.2019 x \ EVERGREEN TREE PLANTING DETAIL \ COVERED SOIL ROOT PATH AT SIDEWALK \\ WOOD CHIP TRAIL i_ 4 E5 6 N.T.S. \ N.T.S. \ ) 3/4"= l'-0" A z o \ Permit Revision#1 05.20.2019 Z L(5 Q W w I- I- < 9 U (f) o LL l� D Q Z w OMMI 1-- t iciv Marianne Zarkin L.u ,• ,ct ,_‹ . t LANDSCAPE ARCHITECTS z E- �Q 1326 NE 63rd AVE. § U Portland, OR 97213 0 =o Li . 03 c. 503.758.3131 MARIANNE ZARKIN, ASLA w a. 503.802.0031 marianne@mz-la.com 0 1 Z Ua 1 �cOSTERed CRITICAL ANALYSIS IRRIGATION NOTES IRRIGATION SCHEDULE • 396 • Generated: 2019-01-11 13:01 • ". ,„,, SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI an nl .Zarkin E___, P.O.C. NUMBER: 01 1. VERIFY AND COORDINATE WORK AROUND ALL UNDERGROUND UTILITIES BEFORE EXCAVATION. ' , OREGON k) Water Source Information: 1401 1402 14041408 5/8/98 ® H ® ® RAIN BIRD RWS-B-C 1401 40 45 NOTIFY ALL UTILITY PROVIDERS AT LEAST THREE WORKING DAYS PRIOR TO BEGINNING WORK. ROOT WATERING SYSTEM WITH 4.0" DIAMETER X `re AQ*FLOW AVAILABLE 2. VERIFY THAT THE CONDITIONS ARE SUITABLE TO PROVIDE A COMPLETE WORKING SYSTEM. DO NOT 36.0" LONG WITH LOCKING GRATE, SEMI-RIGID E A Point of Connection Size: 1-1/4" PROCEED IF CONDITIONS ARE PRESENT THAT ARE DETRIMENTAL TO THE EQUIPMENT OR WILL NOT MESH TUBE, AND CHECK VALVE. RAIN BIRD Flow Available: 35.04 gpm SUPPORT A HEALTHY GROWING ENVIRONMENT FOR PLANTS. BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, PRESSURE AVAILABLE 3. COORDINATE WITH OTHER SUBCONTRACTORS AND TRADES TO ENSURE PROTECTION OF THE SYSTEM 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM. AC. Static Pressure at POC: 90.00 psi INCLUDING BUT NOT LIMITED TO, WATER SERVICE, WATER METER, BACKFLOW DEVICES, CONTROLLER . O Pressure Available: 90.00 psi LOCATION, AND ELECTRICAL SUPPLY. a NE DESIGN ANALYSIS 4. ANY NUMERICAL QUANTITIES SHOWN ARE FOR CONTRACTOR CONVENIENCE; QUANTITIES SHALL BE BASED SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY W °' Maximum Multi valve Flow: 35.04 gpm c 03 ON THE GRAPHIC REPRESENTATION ON THE PLANS. Flow Available at POC: 35.04 qpm 5. INSTALL IRRIGATION SYSTEM IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. S HUNTER ICZ-101-40 11 D o -c Residual Flow Available: 0.00 gpm 6. IRRIGATION HEADS, EMITTERS, AND OTHER WATERING DEVICES ARE GRAPHICALLY SHOWN IN THE DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE o DESIRED LOCATIONS; PIPE AND OTHER SUPPORT EQUIPMENT MAY BE SHOWN IN PAVED AREAS FOR WITH 1" HY100 FILTER SYSTEM. PRESSURE V o Pressure Req. at Critical Station: 60.31 psi REGULATION: 40PSI. FLOW RANGE: 2 GPM TO 20 w Loss for Fittings: 0.20 psi GRAPHIC CLARITY. INSTALL ALL IRRIGATION EQUIPMENT IN LANDSCAPE AREAS UNLESS OTHERWISE CLO Loss for Main Line: 2.02 psi INDICATED. PLACE PIPE AND CONTROL WIRE IN COMMON TRENCHES WHERE POSSIBLE. GPM. 150 MESH STAINLESS STEEL SCREEN. I- -0 0 iCI Loss for POC to Valve Elevation: 0.00 psi 7. PLACE ALL VALVE BOXES IN PLANTING BEDS WHERE POSSIBLE,AND LOCATE TO ALLOW EASE OF ACCESS -I - Loss for Backflow: 0.00 psiFOR MAINTENANCE, CONSIDERING PLANT MATERIAL AND OBSTRUCTIONS. SIZE BOXES TO ACCOMMODATE RAIN BIRD MDCFCAP 8 3 Critical Station Pressure at POC: 62.53 psi COMPLETE VALVE ASSEMBLY INCLUDING WIRE, ISOLATION VALVES, AND UNIONS. SET VALVE BOXES IN A DRIPLINE FLUSH VALVE CAP IN COMPRESSION 0 Pressure Available: 90.00 psi UNIFORM MANNER, SQUARE TO ADJACENT PAVING. ALIGN AND EVENLY SPACE GROUPS OF BOXES IN A FITTING COUPLER. 0 Residual Pressure Available: 27.47 psi UNIFORM AND ORDERLY FASHION. ONLY ONE VALVE PER BOX. < o ........40 _ sAr, - `'r'sAN - - - - S 5(Nr..,e. 8. ADJUST THE ENTIRE SYSTEM TO PROVIDE UNIFORM EVEN COVERAGE. PROVIDE A COMPLETE WORKING RAIN BIRD ARV050 7 q y SYSTEM. 1/2" AIR RELIEF VALVE, MADE OF QUALITYCt g 4( f I 1 I I i I I I i ITTI ITT �I € I�/JJ� r' - - 1 19.1Z -" - - ` - - - - T - - - - - - - RUST-PROOF MATERIALS, WITH A 6.0" DRIP VALVE a - '.� �' \ \\ \\ \\ 9. SOURCE STATIC PRESSURE IS UNDERSTOOD TO BE 90 P.S.I. AT THE POINT OF CONNECTION VERIFY BOX (SEB 7XB EMITTER BOX). USE WITH = �,..�,.r� I:0/4 \ \ \ PRIOR TO COMMENCING WORK. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY IF ACTUAL FIELD DATAc II - 1 j 4 \ \\ \\\ \e\ DIFFERS FROM FIELD OBSERVATIONS. INSTALLATION BELOW SOIL. THE VALVE WILL Z w �- r \ \ ALLOW AIR TO ESCAPE THE PIPELINE, THUS N //� ►►/� �� .1...1.1" sI \ \ \\ \ \\ 10. INSTALL ALL IRRIGATION PIPE AND WIRE IN SLEEVES BELOW ALL PAVED SURFACES OR STRUCTURES Q L +n / ,h/ �� \ ` \ \ SUCH AS WALLS, STAIRS,AND OTHER IMPROVEMENTS. SIZE OF SLEEVES SHALL BE MINIMUM TWICE 2X PREVENTING WATER HAMMER OR BLOCKAGE. o N =�� I�..r• \ \ \ \ .r N I 539 SF STORMWATER j/�j/ \ �` 0 `\\ `e\ \\\ THE COMBINED DIAMETER OF PIPE TO BE PLACED IN SLEEVE. MINIMUM SIZE 4"WITH 24"COVER, MINIMUM. J M WITH DRIP IRRIGATION \ \ \ \ COORDINATE PLACEMENT OF SLEEVES WITH OTHER TRADES. AREA TO RECEIVE DRIPLINE v NN. \ \\ \\ RAIN BIRD XFD-06-12 6,660 L.F. IX N I NOTE: \ \ 11. \ SIZE PIPE TO ENSURE THAT MAXIMUM WATER VELOCITY DOES NOT EXCEED 5 FT.ISEC. `'� ` ` ` XFD ON-SURFACE PRESSUREQ o "' MAINLINE AND LATERAL LOCATIONS \ r \ O U CE COMPENSATING I I ve \ ARE DIAGRAMATIC. ALL IRRIGATION l• P. OVIDE ROOT WATERING SYSTEM AT ALL TREES PER SPECIFICATIONS. LANDSCAPE DRIPLINE. 0.6 GPH EMITTERS AT 12" U `-) "- EQUIPMENT SHALL BE INSTALLED \� \\\ 13\\ NO\IRRIGATION EQUIPMENT SHALL BE INSTALLED IN THE VEGETATED CORRIDOR 0.C. DRIPLINE LATERALS SPACED AT 12" APART, I I r T..r- \ OUTSIDE OF VEGETATED \ r\\ \\\ \\\ WITH EMITTERS OFFSET FOR TRIANGULAR I CORRIDOR. __7 \ \ `\\ `\ `\\ PATTERN. UV RESISTANT. SPECIFY XF INSERT (0 i 1 - % ‘► \ 'fir- \ r \ FITTINGS. Z 1 \\O ��y \ \\ r `r. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY CO C tl ��, \ \'rit VEGETATED \ \ `~�' T" N HUNTER HQ-44LRC 3 W \ \ CORRIDOR - NO •\.\\______X r QUICK COUPLER VALVE, YELLOW RUBBER (n d7 I \ PERMANENT �� \ IRRIGATION ` \ \ LOCKING COVER, RED BRASS AND STAINLESS Z Lt m �� \\\��\ ‘<,\\ \ \ \\ \` STEEL, WITH 1" NPT INLET, 2-PIECE BODY. 0 O Q I � \ \ 101 3 `. \II in, `` 1�' 10.161 `\ `\ \ ZURN 950XL 1114" 1 O 1 12.4 \ DOUBLE CHECK VALVE ASSEMBLY g t Yz IRRIGATION AT PLANTERS ON BACK- 0 \ rr nn +4 DECK: ROUTE IRRIGATION LATERAL \ \`r I. rt \-\- \\ 0 V I y BELOW DECK WITH SLEEVES AND ROUTE ■■ \ 2 1 10 '\ , \ 1� HUNTER IC-1200-M 1 Q I UP BEHIND PLANTER. IRRIGATION IRRIGATION CONTROLLER- �� ■ \ \\ ��'� `\ MODULAR CONTROLLER, 12 STATIONS, OUTDOOR W 9 1. ..- i DRIPLINE SHALL BE CONCEALED FROM ■1'�tR ■ 'riy 1" 1° �. 1" I13.i \ \ ` / �`l PROVIDE 120V 15A POWER 111.1 \ , MODEL, METAL CABINET. COMMERCIAL USE. WITH >- - G VIEW AND INSTALLED BELOW GRADE SUPPLY IN WP BOX �■ �■ ■ \ \ ` ` ` W 1" 13.0 \ I E _ LEVEL.ADD DRIP EMITTIERS ASFr 1Y4" '{i {1 �1{�, ■ \ \ \ ` `\ `rONE ICM-600 MODULE INCLUDED. �/ {�1 I•��- - ��•, REQUIRED TO DRIP LINE TO PROVIDE .25 IRRIGATION 1" 12" >�`- \ \\ \r \r mak' \ \, \ ♦ i Y CC I -'� S `!� B POC BF_ �, \ \ \ \\ r\ \ 001 V U� I _ GPM TO EACH PLANTER 001 ' ` ` ` t r \ Fii POINT OF CONNECTION 1-1/4" 1 W W 8 A< ! --Hi- 1 I I t s t 1• \ 0 co -'- \ IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1 646 L.F. H Z 1" 1,0. , I ■ ` - '' 1 �� \-4I��;;I;� � \ t \\ _ _ cam`` - IRRIGATION MAINLINE: PVC SCHEDULE 40 452.4 L.F. 7 6 ` 1 • /�1 �-�..- _ - -- - --- .... 1.. 1Y" % z_--- err °.,.._- =-.---.'="\-z-- -7-- � -PWR \ W _ iii■ i■ it �� _ r- -.. ... re 1" 10. 1" 17.3 I ' 3 '� ' -� M1ii+� -- �� __ --- *�� ft, r; -- �� -- PIPE SLEEVE: PVC SCHEDULE 80 308.8 L.F. Cn 6 1 �� s�� '�- 1 - -______. \ - - u - Valve Callout �) I *- " - - -WAT- --WAT---- - - -WAT- - - -WAT - - -WAT-- -WAT- WAT-- -WAT- - --WAT- -WAT-- -WAT- 1\jLflo .40 ---- st # ."- Valve Number C) Z w� A'' k W�� #'� #� Valve Flow (t, r:��•"�' _ _ \ 1 \ 2 �/ �+ _WAT I # r ',§, \ Valve Size 2 4ii --''.- ______> - r ____-r ` I 1 I - - -SAH- - - -SAN- -• + -sAN- } --• --- r , \ \S ..--------- -- I 1 I \ ` 44 - GAS I -GAs- -- -GAs I IRRIGATION PLAN - Y- - --- -SIL- - -STM _I -STY- - t.. TY S - �'S11A- TN-s - -STH- \ -- -STY- -STM -STM /A _ _ - ` r r� ° . �• \ . \ � �; Q.v °v � . �• y, � ,� PROJECT NO. ilo _ _ - - - - - - - -® - - - - -\\- \ - - \` \`r - rte - -- 17055 I \ \ \ \ \ / • • I --- ` - \\ .\ \\ \• \ \\ 05.20.2019 VSA' '-- L 1�--- ---&\01--111k\-\� \ \` Q -'� \ \ \ i # \ \\ \ \� \ 05 Permit Revision#1 5.202019 \ \ `\ `\j)___J---- '¼ `\ \ `\ \ \ll I \. * \. `, ,1/4 ,1/4 \, .\ a w Z U W o o 0 a LN W cc J F. Q2 0 0 V7 0 w J � /. 20' 10' 0' 20' 40' , Eri E Q U iniMi,. Marianne Zarkin \` SCALE: 1 ” = 20'-0" Z Me LANDSCAPE ARCHITECTS Z 1326 NE 63rd AVE. < 6 Portland, OR 97213 0m 0 c. 503.758.3131 MARIANNE ZARKIN,ASLA w a c L2 . 00 1_ ,_E o. 503.802.0031 marianne@mz-la.com O g w Z 0 a 0 © 0 01 FINISH GRADETOP OF MULCH 'ck.S)CISTEl� oPLANTING 2 VALVE BOX WITH COVER: 396 �l'��l��i�i( i'`Ii�J'�1.�,1,��✓1} ' 1t( �,fi�1��1 t 1:!I��{'/,IrIIj�I}/,'rt O SUBTERRANEAN EMITTER BOX: 3 8 9 1 0 ° RAIN BIRD VB STD N./ RAIN BIRD SEB 7X6 O © 1O©O O o / \ f \ � 3 30-INCH LINEAR LENGTH OF WIRE, COILED arl n .Zarkln �\\/\\/\\/\/ �I //\\//\\//\\//\\/\ O FINISH GRADE 0 IRRIGATION FLOW �} \ / \/\//�/\ „ �/ _..__. __— _ \ \` \` O WATERPROOF CONNECTION: METER OREGON 'w O /z AIR RELIEF VALVE: � �\ t... / ,- , RAIN BIRD DB SERIES CONTROL WIRES O 5/8/98 O RAINBIRDARV050 -;\ , ,.� , �. 1� i /�� IRRIGATION TO SITE cfb ��TO BE INSTALLED AT HIGH POINTS ��\� //,/ 5� 1-INCH BALL VALVE INCLUDED IN MASTER VALVE MAINLINE IRR TO APE AR © IN DRIP ZONE XCZ PRB 100 COM KIT LANDSCAPE IRRIGATION — 11 ��. 1 12" BACKFLOW AREAS PIO O 00 O O Y2"X 3/q" PVC REDUCER BUSHING ; I I� - 1 O ID TAG DEVICE -SEE CIVIL 40 CONTROLLER . T . GPM 80 PSI - 120V 15A POWER OBARB X FEMALE THREAD ® ■ O REMOTE CONTROL VALVE ISO VALVE -� SUPPLY- SEE U ,n fl• CONNECTOR: IL' , osi ELECTRICAL . o . RAIN BIRD XFD-TFA FITTING ma � l o ) ► I BF a COLD WATER _ ® �, � � SUPPLY - SEE a, o • : . pp , -, g PRESSURE REGULATING DUICK CHECK BASKET 07 %2" BLANK DRIPLINE TUBING: w. J ki, (j FILTER: CIVIL l U U ° Q Q o RAIN BIRD XF SERIESOi W 0 0 00 0 00 0 0 0 0 —� a oo0�i o0 000 o a°� � o � gozono06,Thog v� O BARB X MALE THREAD Q „ �QQO OO O PVC 5CH 40 FEMALE ADAPTOR 0 CC c ",,, o0 0 00oozo , 0 0 o CONNECTOR: o 000 0 0 0 o O o o OO RAIN BIRD XFF MA FITTING 10 LATERAL PIPE o IRRIGATION POINT OF CONNECTION W L co o°0 0 000 0000 0°0 O PVC TEE CONNECTED TO PVC 1 1 PVC SCH 80 NIPPLE LENGTH AS RE UIRED= 0 SCALE:NTS L U C oQ 0oo0° • Do HEADER PIPE 1 2 PVC SCH 40 ELL — co ` 10 3" MINIMUM DEPTH OF 0 4I0 3/q"WASHED GRAVEL ' 1 PVC SCH 80 NIPPLE F2-INCH LENGTH, HIDDEN❑ �wALL C) a 3 AND PVC SCH 40 ELL 1 O IRRIGATION CONTROLLER: re 0RAIN BIRD ESP-LXME CONTROLLER IN LXMM Q 1 1 BRICK OF 2114 PVC SCH 40 TEE OR ELL METAL CABINET WITH WALL MOUNT. INSTALL o 2 3 4 5 l fi C7 ® 14 15 0 0 15 IRRIGATION AIR RELIEF VALVE CONTROLLER AND CABINET ON WALL PER 0 SCALE:NTS MAINLINE PIPE MANUFACTURERS RECOMMENDATIONS. , 0It 3-INCH MINIMUM DEPTH OF 314-INCH WASHED GRAVEL O O JUNCTION BOX Q o2 a O 1-INCH CONDUIT AND FITTINGS TO POWER C 0 FINISH GRADE 1 7 PVC SCH 80 NIPPLE, CLOSE INCLUDED IN SUPPLYZ a) XCZ-PRB-100-COM KITE 0 OFLUSH CAP FOR EASY FIT N. ,N, >,/ ' COMPRESSION FITTINGS: O m ® POWER SUPPLY WIRE N � N RAIN BIRD MDCFCAP REMOTE CONTROL VALVE 05 2-INCH CONDUIT AND FITTINGS FOR STATION W " MDCFPCAP 4 SCALE:NTS WIRES J u, v 1104 3 EASY FIT COUPLING: 6 WIRES TO JUNCTION BOXREMOTE CONTROL IX N O RAIN BIRD MDCFCOUP O VALVES Q o co EASY FIT COMPRESSION TEE: .? o OSUBTERRANEAN EMITTER BOX: - 3" TYPICAL 0 O RAIN BIRD MDCFTEE ] 0 CO `n •o(:)000 •0oo0o�avoc F:.. ::,.�: :.:r: .: y: 0 © NOTES: F, (10, 0%00l.)Or� a' O SUB-SURFACE DRIPLINE: 1,_' : o ON-SURFACE DRIPLINE: RAIN 0 2 1. PROVIDE 48 STATIONS ' tBIRD XF SERIES DRIPLINE O3-INCH MINIMUM DEPTH OF " POTABLE: XFCV DRIPLINE t 2. INSTALL A JUNCTION BOX AT THE BASE OF 0 314 INCH WASHED GRAVEL Y 0 _dh Ii A d CONTROLLER AND TRANSITION LARGER VALVE Z 0 - \iy i i,wi . O INLINE DRIP EMITTER OUTLET 0 MUANLTI COMMON ONDUCTOR WIRETO FBE USED IELD TO IIN8 AWG Z O O O BRICK LI OF 27. ',<,,,, ‘/^/22\1/\\ CONTROLLER. O TIE DOWN STAKE: RAIN BIRD o I 3. USE STEEL CONDUIT FOR ABOVE GRADE AND O 2 CU O TDS-050 WITH BEND 'JYPICALL SCH40PVCCONDUITFORBELOWGRADE M 0 5 II) 0 CONDITIONS. N 1.ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX IN MULCH 4. PROVIDE PROPER GROUNDING COMPONENTS TO N ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. O FINISH GRADE ACHIEVE GROUND RESISTANCE OF 10 OHMS OR UJ IRRIGATION FLUSH VALVE 1. PLACE TIE DOWN STAKES EVERY FOUR FEET. Z E m S SCALE:NTS IRRIGATION CONTROLLER 0 0 g 2. AT FITTINGS WHERE THERE IS A CHANGE OF 0 SCALE:NTS DIRECTION SUCH AS TEES OR ELBOWS, USE 0 f/ FINISH GRADE TOP OF MULCH TIE-DOWN STAKES ON EACH LEG OF THE CHANGE 2 eL o 2 cl O IUICK COUPLING VALVE: OF DIRECTION. 0 < LL 03 VALVE BOX WITH COVER: 5 IRRIGATION DRIP TUBE 0 0 Q W �� SCALE:NTS _._ S 1 4 1 3-INCH MINIMUM DEPTH OF W ~ C/ vJ �� 3.4 INCH WASHED GRAVEL FINISH M p DE OR W 0 '�' 0 0 © © O 0 --- © 5 PVC SCH 80 NIPPLE LENGTH AS RE❑UIRED❑ o PAVEMENT LCL. LL 2 0 0 BRICK 1 OF 20 midi. e o p1 = a U (!) CC ,� of PVC EXHAUST HEADER 1 r/\ \/\/\/\�\` w �� ;'' 0 O PVC SCH 40 STREET ELL6 I ' / \ �C U 1 LLQ �' �•� 2 PVC SCH 40 TEE OR EL -TYPICAL-i �' \ /\\//\\//\\//\\//\\ I* �- z © O PVC SCH 40 TEE OR ELL o �� \/\\/\\/\\/\\/\\/\\ to _ O 9 PVC MAINLINE PIPE 0 BARB X MALE FITTING: '� / % U--- NOTE: __ CoSfx fx O OO I /. .... /�i. ..//�, A//��/ I " EXTEND SLEEVE 12" lir 10 PVC SCH 40 ELL 2"-4"� RAIN BIRD XFF-MA FITTING TYPICAL_ BEYOND PAVEMENT EDGE. CI Q 0 2E0 Min. FLUSH POINT .Tirrr\\\�/\\\��\\\\�\\�/\\��\ �� W �, 1 1 2" AI REDWOOD STAKE WITH O // // // // // // no, CO ci- STAINLESS STEEL GEAR CLAMPS OR E❑UIVALENT O PERIMETER OF AREA rf=r[\//\//\//\//\/\/\\ :. O SUPPORT SYSTEM �_ \/\\/\\/\\/\\ F : 0) \ \/\ Ifl�—# SPECIFIED BACKFILL OPERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" ...iii ""' ry Z Go 0 g g O O FROM PERIMETER OF AREA \//,\ /j, 1I TRACE WIRE __ 07 SUB-SURFACE DRIPLINE: 191e.:'•‘:..4\ _/ -_X\;"•' ,.. .,.,:7!.:' SLEEVE C6"MIN.- RAIN BIRD XFS SERIES DRIPLINE 1 i :_,.C1„ ..n- 2 NOTE: 1 :'•: ::-'..:-%'...:;77,1.100411---�� •IRRIGATION MAIN OR O RAIN BIRD XF SERIES BLANK TUBING 3" I + LATERAL 0 FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO { 'I L ,-''' ' `r''` * #� I CONTROL WIRE U NOMINAL !7UICK COUPLING VALVE INLET SIZE. _ '� _ AR�- T 1 - ' I - - ' I - 09 BARB X BARB INSERT TEE OR CROSS: I 1 I*rrI- 110•41-41IUPRESENT❑ RAIN BIRD XFF-TEE OR II I I _ I " I ,r SANDAND BACKFILL IRRIGATION QUICK COUPLER VALVE 0 RAIN BIRD XFD-CRASS TYPICAL- IRRIGATION DETAILS SCALE:NTS 0 10 1/2"AIR RELIEF VALVE O © a a PVC SUPPLY HEADER 01 1 PROJECT NO. 12 PVC DRIP MANIFOLD 17055 INSET A 13 PVC SCH 40 RISER PIPE I u I 0 ROOT WATERING SYSTEM: O 3 IRRIGATION TRENCHING - RAIN BIRD RWS-B-1401 (INCLUDES RETAINER, 36"TUBE, 0.25 GPM __ __ _ -___-_-___ SCALE:NTS N- • BUBBLER, 4" GRATE, VERSATILE SWING ASSEMBLY WITH 1/2" M �� 2��9 1110 NPT INLET) -i�\ \%\\%\�j�`// /��'� "II46, < O BUBBLER: RAIN BIRD 1401 0.25 GPM INCLUDED_ _ s p . ,, . i, ! _/ w I BURIAL DEPTH Zi oOFINISH GRADE-TOP OF MULCH © gill). S Dr MI I III! ❑❑ LCIIDrC�C>❑❑®❑®® a O4" 10,2 CM LOCKING GRATE INCLUDED ® w o INSET A • I i 12" Spacing 18" Spacing 24" Spacing Z o ,......�'-...... 5 18" SWING ASSEMBLY INCLUDED ' Inlet Pressure psi Nominal Flow giph❑ Nominal Flow rgiph0 Nominal Flow r�ph❑ W oLiJ � 01[2" MALE NPT INLET INCLUDED : NOTES: U z Ire) 1. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE 15 273 155 314 250 424 322 0 n OPVC SCH 40 TEE OR EL MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 20 318 169 353 294 508 368 ix 4 me 0 30 360 230 413 350 586 414 = I- •• PVC OR POLYETHYLENE LATERAL PIPE 2. AIR RE LIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. r 8 Q U 40 395 255 465 402 652 474 , Q O .' OWCC 4" WIDE X 36" LONG RIGID BASKET WEAVE CANISTER 3. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER ENCLUDEDI50PSI, INSTALL STAINLESS STEEL CLAMPS ON EACH FITTING. 50 417 285 528 420 720 488 Marianne Zarkin Q 0 60 460 290 596 455 780 514 Me LANDSCAPE ARCHITECTS z a L201 to IRRIGATION ROOT WATERING SYSTEM 6 IRRIGATION DRIP TUBE LAYOUT 1326 NE 63rd AVE. < SCALE:NTS SCALE:NTS Portland, OR 97213 Ci z 0 o c. 503.758.3131 MARIANNE ZARKIN, ASLA }co o. 503.802.0031 marianne@mz-la.com o o w Z 0a GENERAL NOTES: , , Dc -�- --- ' Th 7---N- it`d ' 1g (A. REFER TO LANDSCAPE, CIVIL, &ELECTRICAL PLANS FOR 'rte ADDITIONAL INFORMATION N h. N L��"'••'" (-B. PROTECT VEGETATED CORRIDOR& CREEK DURING /� CONSTRUCTION • 0 • too D, 0 GON 2918 �' C 4 OF OSI` Cik,- ('- 69' -4" . U a � U W ,. A ��,; - 109 � � � 0 0 T - -=-=- -- . - ..« \ i T �'t_�, - U w li .\'-----1-:-.1\141111116411 ' - ' -4N1/4:411611411.--...___.411N-' 4.- . F- ,-- ' y �` r .-j---,- At I A8.02 ! _if -, in < 8 ;n ,• ce • \ 4 I 102 \ PARKING \ 1 N JI ), 22 SPACES , � v ¢ r ® ' N - o \1N. \ ; to V 1 • \ N ' II • ' \ \ W ' 01� 2 112 �, A J CD v N w M .� �'A Q o m D \ \ I f `� B`\ �ON U M o \ o 111"j )� ao in : I Eo _ _ I � i 1 KEYNOTES x 0 16' Q" _ 26' Q" �I 16' 0" f i l • d'� \ ili • / i _ - �UP I�� i� � E .� —. 1D5 Z 1 ' �� 1 I I f 1 1 1 I I 1 I - - �t c7 �l1101I� ' �?'J 101 NEW CURB CUT AND RAMP ` '' \ 104 c� \ D I �^ - � I DNS ' 1/4 102 CONCRETE RETAINING WALL 0 , [, \ _____.„_-- ____-..=-_r---- I� N \ \ 104 DRIP THROUGH CONCRETE DECK t ,-,-- . N W co iv -' ,� Q 4 iui EN s 105 BOUNDARY OF VEGETATED CORRIDOR Z O II i9, inn — ��" <c\ 0 < ot ti us; �I `♦� - ri 1 I�'li I I _ 106 PAD MOUNTED TRANSFORMER 0 — .111 1 ` cSy „ ' 1 I !� f f .-:, 107 PERFORATED METAL SCREENING WALL (5'-0 H) \ \ OpNk H= ,1k I I �' \ 0 rr'��t LL I 1 -� 1 - �� 108 CMU TRASH ENCLOSURE (6'-0" H) V V LL ' 1 '1------ - __ 1. Apr - ! \ til , �-'� ' li°■ 1� l 109 CONCRETE SEATING WALL W I: .`1.*,':41:'''''' - : 41fl> A fNI. _ — `�� ( in r - ,�r 11d SURFACE MOUNTED BIKE RACK �/ 21X ❑ . - iiiiii-. . . mow.°. A$44 '141 �`' a MEDI I`■�: 40> I A8 04 111 UTILITY VAULT U (/) m l 3 109 1 I .:' Ct = "4 II , . ;�■ \ 1 \ \ 112 POTENTIAL 3'0"WIDE WOOD CHIP PATH AS FUNDS ARE U = W Ilion , • 4 a a� Hp (, Z __ 11)11 <111> \ f, \ • AVAILABLE 0 CO�I- Z �� , _ _ _ — ' finiiiiMONINI + - 113 RED ROCK CREEK fI ,t - • _ - .: -.8T < e - �,\ armee W N e ' _ - T � � - p - - L 115 ROOF STRUCTURE (ALTERNATE#6)(,C - - 4 + �` - ^,r - .e! r •e • Y -E -°, ° , - e ° _ \ \ a\_ -'p -�' n �� Ce \, .ems - `¢��.'1 ` .a-r I L_"!.'."-�-• - ` - - G e a \ "\ - - • d - 1..� f •\ CD H 116 MOUNTABLE CURB FOR UTILITY ACCESS \ 1 \ \ \ I i \ 117 GRASS PAVE FOR UTILITY ACCESS Z � r ❑ •ate"- -4 ` :� 2 118 ANGLE AND MEASUREMENT START POINT, SEE PLANS . ! d i FOR DIMENSIONS 2 SW 68TH PKWY VIN- 122 ACCESSIBLE PARKING SIGNAGE O . / / _ -7 + - " � - Y a•' a ° e. +d a . ` - . d a _ •.y LEGEND: SITE PLAN/ , PROJECT NO.i % NEW CONCRETE PAVING m - - - _- -..._.. .._ 17055 wil NEW ASPHALT PAVING T XO 04.29. 019 da 'i tni + . NEW LANDSCAPE T H 0 a REVISIONS:/#\ aW ° _ a �+ VEGETATED CORRIDOR AREA o 4 -- a z H Y° yA Bid Set 04.2919 a z D B Add. #1 05.20.19 6'-0" H CEDAR FENCE (N) Li owz : ; ROOF OVERHANG w J d Q o — — — — PROPERTY LINE w cc J Z uui TOPOGRAPY CONTOURS w ED ± 'il ¢ STORMWATER PLANTER zioz=51-'1/2- HOSE BIB - Ciij SITE PLAN 0,18 „ _ z OWHEELST / \ ,_ SCALE: 1116 - 1'-0” o A1 . O1; CRAVVLSPACE N TIONS OPENINGS FOR UNDERTFOLOOR VENTILATION:LAT ONBASED UPON THE OSSC - SECTION 1203.3.1 GENERAL NOTES. � .. 0 iii 4 6 7 9 11 fi C ii A5.01 43,. 4THE NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) 4. M-03 _5 112" EACH 150 SQUARE FEET OF CRAWL SPACE AREA. THAT ARE MATERIAL TO THE PERFORMANCE OF THE n "itv EXCEPTION 2: THE TOTAL AREA OF VENTILATION OPENINGS IS PERMITTED TO BE REDUCED WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR A• y F►N n 23'-6" _1 w `i 112" /\ TO 1/1,500 OF THE UNDER-FLOOR AREA WHERE THE GROUND SURFACE IS COVERED WITH A OTHERWISE REQUIRE INTERPRETATION SHALL BE 4" _11" 5 27 CLASS I VAPOR RETARDER MATERIAL AND THE REQUIRED OPENINGS ARE PLACED SO AS TO PROMPTLY REPORTED TO THE ARCHITECT IN WRITING ! 6' _5 112 --- PROVIDE CROSS VENTILATION OF THE SPACE. THE INSTALLATION OF OPERABLE LOUVERS 1. 2'-6"T.O. WALL �4- 6+ _3112„ _-- i ;� ' ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. , N 5112 �,, •rte _ SHALL NOT BE PROHIBITED. • Q� Q• 0� ��• w 40, _ t 1 ( B. DIMENSIONS ARE TO GRIDLINE OR FACE OF CONCRETE,? 4142918 !:Q clo.o - -1 — �� ., , ! CRAWLSPACE VENTILATION CALCULATION UNLESS OTHERWISE NOTED. *OF O AA - --- , , ro l AI I% 1 II AREA 1 AREA 2 C. COORDINATE SLAB DEPRESSIONS WITH EQUIPMENT B aa l l II 237 1 A4.03 A5.01 A4.02 AREA 361,296 SQ. IN. 279,792 SQ. IN. SPECIFIED FOR INSTALLATION. V l IREQUIRED VENTING PER OSSC 1203.3 241 SQ. IN. 187 SQ. IN. E s; l l 235 a P VENT AREA (NO. OF VENTS) 73 SQ. IN. (4) 73 SQ. IN. (3) D. COORDINATE SLAB EDGE LOCATIONS WITH DETAILS. a o TYP. _ f TOTAL PROVIDED 292 SQ. IN. 219 SQ. IN. 0 _ - VI hE. REFER TO SHEETS A2.01-A2.05 FOR FRAMING LV 14/+�'~ f = k ` ....-7-7-------11 40' 7 314" _ 45'- 8 1/2" DIMENSIONS. s 0 Ce co Alk v, 1 l 237 o G B ANGLE AND V o a� A5.02 �. l , -' +9 " / MEASUREMENT W O ro --t ' \ ` _ �° o STARTING POINT H " - - • 4t , re' n ,, . ... . . .. , . - - - - r r l l \ I91 p_ ,� T � � T .- Ii . .. h v .� I I I Ijl iCe o _ _ _ _ ASA 0' -3", I - I I — _ 1�1 — 111BB '� 'TYP. \ 1 I Q o p4.00 w ce \ 237 l l w 1;4 012" CONC. CURB' I \ , 1 l �� l 232 1 236TYP. 1 i CRAWLSPACE I I . Ce a tl 1 ,+ -11 J I 11 11 _ • �� \ l l 11 l 'o Q a _ '1 • ��= \ i I \ \, i t B �" I 1 111 G B I 2 w \ 237 l l , 1 _ I c\ JE'' Si C - �' • 11+_7 112" �` l �` l� 0' 0"T.O. SLAB 6 314" I 1 11'-2 1/2" r 10'-8 3/4" 10' 9 3/4" (3' - 10i'�4'-6"' N NI i I l _Ii /x i . M N 2'-6"T.O. WALL 1 ! L- -Jl _ 2 1�' - X143141' w its ': i. 5 ; 41a _ cn _ 01 ' �,1T11L _i I LC==J -1 I II TYP. � 1 3 ,-I— _ _ 11111_ -1.1-_—___= 4,,._. ... _• . . __I IECI ,- s - " k lA --- _ 141... �\`� ilk . - - — _ �I- - - � r - - J- - L_ 7 D0 N C_9)---- _9 _ _ -2 -0 T.O. WALL ® I r i fill - V a - ... -..— -� 7 s' -10112 232 , I - _ _ _ - — _ -— — `� C KEYNOTES: X I I 0 50 5'-1 3{4"-; I 1 1 - L 1 _1 _ _ ._ I Z ID,� `l 1 r I , - , - - - �, 1 1 �, W 13'- 11" 8'- 10 114" I,� 9'-5 '�/2" ,, I0 314" N N • N ISI I o 215 ELEVATOR PIT S 7 - - - 0'-3" n r r 'I- - - - i ! --- �3'-4114' 0 1 D Zn 237 \ CONC. CURB i iSo 1 - I I 4 ; G' B III Ii 11 _J G B N 0 I I I I I j 'L N I III I i 216 VENTED CRAWL SPACE N 2 I EN © ` 1 i i !I I i Ti_- - J I I " q. 111 As1 - - I. ___14.1L__ ! 217 AREA UNDER SLAB W A5.02 ♦ , I ! C. 5 -0 �ry I I i i — 10'"�" ~ f - N - — — — 229 CANOPY ABOVE Z — —1 I I — �- - -I 3k _1n Q ' , 9'-2112" irw, 237 11 1 .- -- O O Q D } • `` ` -� '_�` T� -I- I I `�`� ' G B G B io 232 SLAB RECESSED FOR WALK-OFF MAT 11 G B M rz G 11 I B -- r 233 FIRE RISER ROOM SIGNAGE G O 237 1 1 H 1- - - --- -H,kr `. — • — 8?� k O LL 3'` 112" N ca N +� - I El - in � �- 235 CE nnLi. i t, Are-I I _ 1 �' —4v RESISTANT M IRE RESISTANCE U V �1 � HSS STEEL COLUMN WITH 6D MINUTE F M IG B �` + 19 �, E I RATED SPRAYED FIRE- ATERIALS, SEEVHM �,L 1 -- - - -- -- 8' -.. STRUCTURAL DWGS i < I - — _, 8'- 11" I 1 , 14'- 5" 18' 11112" �/ v 1 0' 3" Q J W F` A4.00 I _ — 1_ I G B CONC. CURB 7'_p++ 6+_0,k11 2' 9 112"� i G B 236 WF STEEL BEAM ABOVE WITH 60 MINUTE FIRE W O 1 , 1 1• = I ,/ ! - ; k 1 I _ RESISTANCE RATING PER ASSEMBLY BM 1, SEE LL 2 k I 1� IIIIi� 1 I O 0 I rt STRUCTURAL DWGS V er I I r 1� I L J -- 237 HSS STEEL COLUMN SUPPORT FOR CANOPY WITH 60 X. Ct W 235 236 °� 1 I 10'-0" _ 2 MINUTE FIRE RESISTANCE RATED SPRAYED V = W NP' NP' �� — — — w — y i A4.02 FIRE-RESISTANT MATERIALS, SEE STRUCTURAL DWGS O Z 'I( F y — 1 — — — I — i 1 r — 2'-311 " — Eo CO rvi— _ _ =— —_ — _�. _ .--_� I J i © �— i s, 238 SLAB RECESSED FOR PLUMBING FIXTURE ❑ I • II I la._� _ Ct - ,- IN 1 - I � � 1 E ?" i IN it; I • f CRAWLSPACE AREA 1 co it I 216 1I i iii O N D N GB -- -- _.__J " t- r-- t- 00 r r co L I I lir 1- 1 I J M i o O I �1 a I I. 1 G BI I r 1 _ I LEGEND: BASEMENT PLAN i \ A5.02 2 /4"A.iior I 22'-4 112" 5'-5 112" I 18'- 10 1/2" 2 314" �, a -- BEAM ABOVE PROJECT NO. r- - i A LOW I 4.. 17055 T I 1 VOLTAGE d CONCRETE 1- m Co 0 v -�: _ 11 M 003 p0 i a Z 04.29.2019 S♦ . _ _ /j.-N•' - _ i El — q '' � A_ -I H � o . � V ► �? 1 _ , Q w -- -r L __ — - . _ 1 d WAT73717,E1-. - - r�- -— REVISIONS: I A �.- ELECTRICAL' : . REa, l a t, A ro- 1 - 00' '' ad X02I °D �� STAIR 1 1 - B Add. #1 05.20.19 -9'-0"T.O.SLAB - . . 6 13 . .' , .111102 Q? a .._ . ®� A6.02 2 ( J 'H- -\ -'1' g -a` 1 I ol . . _\,,, ...,.-. - i , ILJJOJ © J DO . L.,_, , j, 12'- 10" 10' 5 114" }, 4'-3" u 13'-0 114" 6' 9" 22'-3 112" / 33'- 1 1/2" 8'-4" ¢ " 4 w a 2 3/4"-1 48'-6 -11 314"/ / �' (4 _ i 4*� 2 3 i 8 a N WEl OFL00RPLAN - BAsEMENT 1. I Ili di } SCALE: 118" = 1'-0" \ o 0 1 A5.01 iii 4 6 7 9 11 GENERAL NOTES: D C dii �"J � a I n 86'-4 1�4" / � M.03 2g,-11 1I2 � i A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) ri A3 11 " 9' -0 314" 22'-6" 9' - 5" 22'-6" 22'- 10 112" THAT ARE MATERIAL TO THE PERFORMANCE OF THE MI] y . i r N n 23'-6 / �' / / WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR OTHERWISE REQUIRE INTERPRETATION SHALL BE 15'-2" DS ___, _ _- - - PROMPTLY REPORTED TO THE ARCHITECT IN WRITING _ r- " 1 ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. •� D, 0• BON '.. .ilj.). I 1 1.4 O !y 1 1 B. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, ��$ !�e i I UNLESS OTHERWISE NOTED. 4OP OS" AA - _ -'\ °'- i' E X � it AI © 1 ."" ' a C. REFER TO ENGLARGED PLANS FOR DETAILED SCOPE OF "; SM 1 T 5 i p,4.03 A5.01 A4.02 INTERIOR WORK. V D X 8T 's ' 1 T � \ 4 j 1 D. REFER TO INDIVIDUAL UNIT PLANS FOR WALL PARTITION a o 1 �� BELOW ASSEMBLY TAGS. c, NI. I IS ! 1.01 cci 12� rCOMMUNITY 1L -� - -r0 .c co \ranoo ^_ — ROOM 9,-3 5 -9 17 6112 5 -9 9 3 6 •I 6" 9'- 3" 5'-9" '-7112" O A5.02v± __ / / / .k L r � ® W 0 aa 132 .071k-;96).� � ,,, - i_... 0 -- -_®.. -. 0. _—_ _ 0 Q — _.. 1.a QI — A E . ---- - -- -- - !wws� mow... �� - \ - - -- ...— - - -- - -_ - -- - - !Q - - �r �� mow,.■1101 ~A \ co `� (� aD r 1 � ' I ..'� 0 WC ACCESSIBLE I BB '- - OI CLOSET 1 Oro _ TRASH ACCESSIBLI E '� si 135 IIMI 14� 5 UNIT I' 1 UNIT 4 5� UNIT Q j ti , L.1 1 A 1 ; 1 A 104 '4 F- �1� _ J _ _•,,� A } 101 II1 102 s l QRR TYPE 5 = , Mini TYPE 1 r1--n TYPE 5 „_.�,... 6 Q o {1 s X4126 //f/ I mar T N E X : 11 _1 `I l 1 -11�1 , 1�' 7 L ,, N = _ _ , 11 p11:'m ii - v 11 T I b i �, i - Z D X 5,-5,� I _ a - I STAIR I - - - 4. 13 - Q �' ,N�, I- 9 1 1 J_1 7 5 !A60 ,-BELOW I 2 A 0"I ! 2 A 1 A '�= W . N S i 4il I I � ��-,, , „_ I L _ _ -: 1,,_ ,, , --Th . . , _ 1 _i I „ _ ©© ' - 243 �� ! 1B 3 ! l gyp - BBY }..: '.� ,I rB �- cN a 0 _ -- - © 129 © I 6 Q k/B Biu ! _ M© © - - _ ' i 4 5 1 ,�, aL- - Q© 4 13 BB 9 © 4 127 E I A 131 o C� CO Q D 129 A3.13 A BO ©� BO - J no A3.12 1 A - BO 1 ABO 2 0 1" ! 1 T 1 00 ! 244 BELOW - _ • -p - - — —. –1 -- –. --. – . - \ C r - - A r - - , I I G' I D • I ® ! y b ! - - -a-- -- - - A KEYNOTES: --- ' ' ;I ,, 2 229 B 5sme –, I ! LOUNGE 1 ! _ , it 1 J N 1 T o`�. 1 0� ,., �� M BIKE i 111 136 BIKE I El, it 1 lie> 211 FRAMING CONCRETE DECK PANELS OVER PT DECK _ 1 El..�t>R ) = N - — — s H X I _Q J 4 - , 1 ! _, 03 , -1 - mil ROOM J OOM �' _ N 0 © BELovi 1 1 i I OFFIC -OFFICE 121 '137 j 6 212 CANOPY BELOW C\l = A5.02 j ib#,A 130 131 ! _ _ - 229 CANOPY ABOVE c _<247 _ , 4 51 ..•.I IA 5 Mit 4 ' 1ri I ! IIIMI 1 AI = El 11 AI UNIT © Z C ] i 1 T i �� G! - T 234 CRAWLSPACE ACCESS HATCH, 18"x 24" MIN. O Q r - - 1 r .: -—- � I LAUN RY,r - - - _ 103 �\ '°r • -0 r i - `� FL:11T C ❑ yl! ..a 123 _ r- 111 TYP. 0 242 RENT DROP BOX G ❑ B© ,_ _ 4. _ TYPE 6 cf'� /� 3'-0 1 11 I I 3 13 I- II I T -I I- 7 A •t * • a� � a I "� ` / . ©© ©B , _ ,1 _ n !! _ i , "• ��f. v: Co 243 BULLETIN BOARDS Q O Ein O rn Win' _ 4 5 I - 11 _. - \ E U V LL Egp� 11 . _ A I 1 A JANITOR milPiniavatimAM!nu I QS D - 244 ACCESSIBLE DOOR OPERATOR V < W 6 A4.00 O I / 1 4 A j, �1 122 ir-- 1 /3'_8'I/ 6'-3" / - 12'-9" a 245 CALL BOX AND ACCESSIBLE DOOR OPERATOR W O C/) '64`mII !� 1 a! I. 1 \ © c_ 246 STORMWATER FACILITY SEE CIVIL Ce > LI_ ❑ _ UNIT ., _ J UNIT - - - •■■ - - 1 106 -' • V to © 105 rt011, !� a, TYPE 2 !Iji © N 1-1-111- IllTYPE 1 a 0 ■ ! - - - - INA4.02 A V Z 1 . -- , O i4 51 w N e1 in 1 1 Al •i N � B�— Isal■li-- Q I ■ M - Ili rn I� Li' ACCESSIBLE 1 A lli r G O 4 5 O � 1 UNIT 1 A , 21 A8.41 O F 107 dig I 9 B �/ ID uiII TYPES - - - .. G - - L - _ -- - _ - _- -- _- _ J N I CORR ° -_ -_ ' u, I - i Co 1 T 126 ; 1 o 4 13 r , �� \ O 4 5 — j4 13 - rrn -' 1 QQ 1 A ' .. .. ...........ILLL GROUND FLOOR PLAN H - gii co - - - - -_ mil - - — - Cfl r A5.02 2 A N • 1...I. © I I € ) i I� o-1 UNIT III I PROJECT NO. ;C _ 1108 �' i 17055 M; '',, __ ilL - j II Zn. - TYPE 2 IIIr - V� • ' ;,7!s 7 5 n 04.29.2019 N !, ■ r • � i I F, O - � 12 III UNIT { ¢ �, ze,N 1 \ -\ I. I w REVISIONS: # 109 �- , EI ! i i --- f- o D a V A Bid Set 04.29.19 ®H TYPE 7 7 13 i T - z 1 IiiT , & 1 _ ___ , 1 2 A 1 11Tt I L-1-02. NIIIIIIIII k / , (1) .6 0 O B© 1�1 + 212 © w ix 1 T A4.01 1 I J m 15- 2' 2' 2"---- / TYP. 22' - 7" 1 - 1 / 6'-9 112" / ¢ V i 112'-3" w 11 2 3 5 8 . 10 .,., 11 : 0 o z_ ,- 'I MIMI g GROUND FLOOR PLAN aig 0 _ 11_ ;,_ A2101 SCALE: 1/8" = 1-0" o z ° r- ----- GENERAL NOTES: RtD '► -- 0 •iii 4 6 .7 9 11 ' fid' $ II A5.01 AI A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) 4i A4.03 2a,.11 112" No 77'-3 112" A, THAT ARE MATERIAL TO THE PERFORMANCE OF THE N nn. i r F+N n 22'-6" 54'-9 112" WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR V y " OTHERWISE REQUIRE INTERPRETATION SHALL BE 23 .6 i{� PROMPTLY REPORTED TO THE ARCHITECT IN WRITING _ — • ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. . O, GON 15' -2" .� 9i8 eC B. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, j 'UNLESS OTHERWISE NOTED. °P' q n _� c),- Al5 UNIT ` ' all © �� C. REFER TO ENGLARGED PLANS FOR DETAILED SCOPE OF • `/"1�/ /AA\------- y - 1 T TYP 206 1 � 03 INTERIOR WORK. Op TYPE 4 1 © A5.01 A4.02 V E 4L 1� D. REFER TO INDIVIDUAL UNIT PLANS FOR WALL PARTITION 0.. o 11 ASSEMBLY TAGS. c9 _�� :. - . I , W De co N /-� I r t C l 2 Op • - 4 4 ` ' J 141 a �s.o� 0H 4 ® ''' I 1 1 q1 1 r 1 . c�ic- , A3.13 9'- 3" - 5'- 9" C 17' -6 112" c 5' - 9" rt 9'-3" , 6, 6,. 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Z 04.29.2019 zy,N _ r - .7,1,5 ._I ., 7 5 t X F, r r I_ _ea 1 2 A . - Qlw �, \ 1 ` -_--i .�_ - - DIa REVISIONS: N LI:1 O I l t A Bid Set 04.29.19 z, UNIT0 r D � r j til -- lj 313 [7 r13'' .T - , 1 i I I - a w z � cl Op - I— 3 N o �, TYPE 7 2 A ,-02 { u,111�11�1 I A6.o2 Zn L J --- _ _. QZ co 0 / ' / 6' -9112" / A© ¢ 7 1 ' 23'-6" '-0" , 20'-0" / 22'-3112" 33'- 11/2" / 8' -4" i, w a _ I I�� 112'-3" / Q us = A 5 1T ( 2 ) ( 3 ) 5 8 IU .€ „ QZ TYP. • N CB U T.. T HIRD FLOOR PLAN _ ° } A2 . 03_SCALE: 1/8" = 1'-0" 2 ° AI Iii GENERAL NOTES: D0 2 it A5.o1 4 6 7 " 9 11 4.** �► G, f�. 77 -3 112 ), A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) 'F� A4.03 28'_11 112" 11/5 THAT ARE MATERIAL TO THE PERFORMANCE OF THE ryry * tO ', 22'-6" ;, 54'-91/2" J, WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR M` y 1.4 riN et. 23'-6" I OTHERWISE REQUIRE INTERPRETATION SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING • • 15'-2" © ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. 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WHERE SOFFIT OR CEILING HEIGHT IS NOTED, FRAME A5 a1 OUT WITH LIGHT GAUGE METAL FRAMING BELOW „, , • l COMPLETE FLOOR/CEILING ASSEMBLY. ' D, 0 P (0N � C. SEE EXTERIOR ELEVATIONS AND ELECTRICAL PLANS 10'-a” y :rim FOR ADDITIONAL LIGHTING LAYOUT. NOTE:ALL OF - - .J1- .• .�_6 RECESSED LUMINAIRES INSTALLED IN THE BUILDING -• ' -•K'1 '�4 �l '':. r� al / 1 LEAKAGE BETWEEN CONDITIONED ,...EALED TO _ AIR ■ a3 1 = A4• A4.02 UNCONDITIONED SPACES. RECESSED LUMINAIRES TO 0 • A'-': ',1,_ , : .. Fir-0 - } _ M= BE IC-RATED SHALL BE LABELED AS MEETING ASTM E E -K1 ...:-:.....:.:1•:,.:;:•1:. > ,.: ; :� 283.ALL RECESSED LUMINAIRES ARE SEALED WITH a' o 4� . �•: :� GASKET OR CAULK BETWEEN HOUSING AND INTERIOR U �� __ - -- --si WALL OR CEILING COVER. W gig 1 CC 03 T' 1� CLOSET D. COORDINATE WITH MECHANICAL FOR DUCTING LAYOUT0 135 IN SOFFITS. I- WC � V 2 .....„=_—_----____A ■�� E. 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TYPE 2 001 002 LOW B ;_�,r-; '=�;_` VOLTAGE Q b SURFACE MOUNTED LIGHT 04.29.2019 003 x o r` B PENDANT LIGHT 0 a w I UNIT ;_:: ...;_; , • - .. - HI' - . .H1. %'4,...-•••• •-•,::',:':_-:•:._:-:-.,_,,--•-.,-,-,-..-..,•: ro I, ( - -' - - ,� s- r ' I z ~ A Bid Set 04.29.19 _' ' . +�' WALL MOUNTED LINEAR LIGHT a. w j 109 _•,' - • ' -' . i ` • ` STAIR Z B Add. #1 05.20.19 TYPE 7 - LINEAR PENDANT LIGHT i ", ' T,AIR i 02 : J Z i. - — i '' aw -__—— — _- SURFACE MOUNTED UTILITY LIGHT U o J I •�� • w - • J o e ewi A4.01 ¢ ~ o WALL MOUNTED LIGHT = W I Q ` �_ SE rI TROFFER LIGHT Q 8 1 2 ,) ( 3 ) ( 5 j i 1 2 1 3 , 5 N - 2'WIDE ACOUSTIC PANELS z o A(--1- ` • RCP - LEVEL 1 "' RCP - BASEMENT C, GYPSUM BOARDCIPNTROLJOINT lii ED } A2 . 1 1 / SCALE:, 118 - I-0" SCALE: 1/Er - I-0" iii 4 6 7 9 11 GENERAL NOTES: ttoaDi4kC 1 A. EXTERIOR CEILING HEIGHTS TO THE UNDERSIDE OF714A :4 " tet A4 03alli CONSTRUCTION, UNLESS OTHERWISE NOTED. t �'N A5.01 B. WHERE SOFFIT OR CEILING HEIGHT IS NOTED, FRAME • OUT WITH LIGHT-GAUGE METAL FRAMING BELOW • 0 • COMPLETE FLOOR/CEILING ASSEMBLY. ' ' �, Q' MIN o • C. SEE EXTERIOR ELEVATIONS AND ELECTRICAL PLANS • FOR ADDITIONAL LIGHTING LAYOUT. NOTE:ALL OF 0 RECESSEAAr UNIT all THERMAL ENVELOPLUMINAIRE INSTALLEDEDOIN THEMBUILDING• . dikTHERMAL ENVELOPE ARE SEALED TO LIMIT AIR s 03 A5.01 LEAKAGE BETWEEN CONDITIONED AND 206 A4.02 • UNCONDITIONED SPACES. RECESSED LUMINAIRES TO 0 IL BE IC-RATED SHALL BE LABELED AS MEETING ASTM E 1 TYPE 4 I 283.ALL RECESSED LUMINAIRES ARE SEALED WITH .. E ` I GASKET OR CAULK BETWEEN HOUSING AND INTERIOR WALL OR CEILING COVER. W I Ie D. COORDINATE WITH MECHANICAL FOR DUCTING LAYOUT 0 = C • �r I IN SOFFITS. I 2 U I © 1 E. CEILING-MOUNTED LIGHTS ARE TO BE CENTERED IN W Q ca _ .; SPACE, UNLESS OTHERWISE NOTED. I- A5A2 _ _ . •• •• �. -.::. -� - - - ._....• A F SEE UNIT PLANS FOR UNIT RCP I _ • • _ NI ,J2 :''l (G. PROVIDE ACCESS PANELS AS NEEDED. 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I TB G rt,.,' a GYPSUMSOFFIT BOARD CEILING AT B.O. 0 i STRUCTURE it REFLECTED CEILING PLAN - GYPSUM BOARD SOFFIT CEILING LEVELS 2-4 111 ._,.:::,...,,,,:. . . . _I : (�� A5.02 r . ' 2'X 2'ACOUSTIC CEILING TILE f:o II 1 PROJECT NO. 1 • AL1 i 1 UNIT CAN LIGHT 17055 212 , B :.,,r,r'. TYPE 2 SURFACE MOUNTED LIGHT z �;' T 04.29.2019 • 1 tr,_;; ' • •r' PENDANT LIGHT � a 1 f" :::.:• 4 5 REVISIONS:. # UNIT - - — S: 213 • > WALL MOUNTED LINEAR LIGHT A Bid Set 04.29.19 r TYPE 7 , I Z B Add. #1 05.20.19 I '�� v: ' '•' �.nn LINEARR PENDANT LIGHT T 2 • _ I I z J - - -- - - - - -- - - --- - - J SURFACE MOUNTED UTILITY LIGHT U o Lu © I Q 0 A4.01 • = WALL MOUNTED LIGHT = u8, • W a _ :' TROFFER LIGHT Q 1 2 3 5 8 1 OC1_11) 2'WIDE ACOUSTIC PANELSN � aAq "RCP - LEVELS 2 - 4 _ l_F) aAR• • -. . . A2 . 12 12 1 ! S118" = 1'-0" . E ,.......A% „A, ,-...A. Zig U HI 4 ) 6 7 9 11 GENERAL NOTES: DOcsp iii _ � � ) r ~ A. SEE SHEET A9.21 FOR FINISH SCHEDULE AND '�` ill i . ' ! -1 FLOORING TRANSITION LEGEND. 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DR 1 -11-x-t�-x_-- I •! 213 - T= " - _- z I II �-1 - = ' TYPE 7 - 11ii }- I1 w _, _ _--_- L SHEET VINYL r � =i l -_ ct:.:_.: ._ --__- ---- .r -7- I - _y �- _ - Q 0 J - - - - JRUBBER FLOORING WITH RUBBER STAIR RISERS, TREAD AND STRINGER Il c1.1 [ is: B ¢i al a• w a Q• Ai 2 3 5 8 . 10 I, 11 Z ° _ � Q U ` 1J rr FINISH FLOOR PLAN - LEVELS 2 - 4 A2 . 22 SCALE: 1/8" = 1-0" — Oz o A <� UNIT RCP LEGEND: GENERAL NOTES - PLAN: D,lp VA r GYPSUM BOARD CEILING A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS '�+ I I THAT ARE MATERIAL TO THE PERFORMANCE OF THE itIAN� , . i I N et WORK DESCRIBED BY THESE DRAWINGS OR y ( GYPSUM CEILING AT LOWER HEIGHT OTHERWISE REQUIRE INTERPRETATION SHALL BE I :' -,I'� .';•� PROMPTLY REPORTED TO THE ARCHITECT IN WRITING 0 00 1 — ON FORMS AS REQUIRED BY THESE DOCUMENTS. . • D+ Q. BON \ _ Al - CEILING MOUNTED FIXTURE 2918 ► GRID GRID / _ v \ _ \ - � B. UNIT AREA MEASURED FROM OUTSIDE FACE OF -O J �_ B / E- - - EXTERIOR WALLS, OUTSIDE FACE OF CORRIDOR (� v / A _ A 23,-6„ / a / N Q Q / 7 B1 - CEILING MOUNTED FIXTURE WALLS,AND CENTERLINE OF PARTY WALLS. 0? V - 1F — _ - )- �� 10'- 1/2" 2'-5" f 101-6 / "' \ / / h \ . SIGHT AND HEARING IMPAIRED UNITS SHALL BE C.1 - ClC - VANITY LIGHT, CENTER ON PROVIDED WITH VISUAL FIRE ALARM WIRED TO THE PLUMBING WALL AT 4 13 B - 33"`MIN 1E A3.01 1G \ 1.2 / - ~� LAVATORY BELOW BUILDING FIRE ALARM SYSTEM AND LOCATED E GROUND FLOOR UNITS ONLY 1 A CLEAR ? 304 � / B ADJACENT TO THE SMOKE DETECTION SYSTEM. A a' o r 4 . VISUAL SMOKE ALARM IS TO BE PROVIDED. THE SAME ❑� �� - _ D D1 - BATHROOM EXHAUST FAN/ VISIBLE ALARM APPLIANCES SHALL BE PERMITTED TO W L CE \ - -- _ - a- - — - - - \ fo LIGHT COMBO PROVIDE NOTIFICATION OF RESIDENTIAL DWELLING re coU� I I III 'I' I I -'-'�� e rI UNIT SMOKE DETECTION AND BUILDING FIRE ALARM, 0 c ' — — r co 1 1: I I I II • ___i 1 r \ ( n - E I BUT MAY NOT BE USED FOR ANY OTHER PURPOSE. 1- o <303 !i ` 4 �� ♦ - - o ` � HARD WIRED DOORBELL TO BE PROVIDED. 0 45 ,��1^I��I r , ' - 2 "g �_ - I — - 0011114411% El LED FAN/ LIGHT COMBO W a„ _,_ 1 - �� A I \ D. SEE BUILDING FLOOR PLANS FOR EXTERIOR WALL I I 1! 'i ` //iI $, `c' o I \ BEDROOM I 41 �TH ADDITIONAL WALL p N a / \ TYPES, DOORS AND WINDOWS. _ Q Z9 \ ` I �+ Ii �. FOR VERTICAL o - - - j o o • - 'C %:' -A - I DUCTING AT "' I / `Y' N / / I E. SEE INTERIOR ELEVATIONS FOR WALL MOUNTED O aui A3.01 1C 336 � o SELECT UNITS N / / I I -p- Fl - PENDANT LIGHTING ITEMS.I Ce o / �• - \ r ,. 0- -4" 3'-10" - -V-6" _ _.� 1 ' ,.,,, "'-" e I r-L I RANGE HOOD EXHAUST FAN F. REFER TO ARCHITECTURAL FLOOR PLANS, FINISH Q m 6 5 1 1 3 FLOOR PLANS, AND BUILDING RCPS FOR ADDITIONAL L A8.72ce `N B B 4' , 4 INFORMATION. a 1 - E - 1 ' TYP• UB1> , Y UD1 .1 \ B © $ SWITCH G. REFER TO SHEETS G4.01 G.403 1=0R REQUIRED Q o — \` +� _ �� I .6 4 A • CLEARANCES FOR ACCESSIBILITY. _ # N• 1 1 ® rUAlit ® SMOKE DETECTOR w A 33� F �•-� 311 ,i,..-_.,- 1A 1 B H. ALL INTERIOR DOORS TO BE INSTALLED 4" FROM FACE Z c N 1,�„ KITCHEN ELEVATIONS TYPE B: UNIT TYPES 1 , 2OF FRAMING UNLESS NOTED OTHERWISE.-- 4.70f, L. _aO w N' ALIGN I 4 3 I 0 SMOKE AND CARBON DETECTOR m N I i Lt _ _ _ - _ - \ - W YN < - w SCALE: 1/2" = 1-0" - RCP: J 11 301 IF W 1 - - - - � C� 3N LIVING A8.71 1 "KITCHEN - - 1: A3.01 1A KEYNOTES" X A. SEE ELECTRICAL PLANS FOR ADDITIONAL LIGHTING C.) o uo ° .' I C A. LAYOUT. I1 3 r D I ' i 7 - , O I I 1 L _� _1..i , Eo 301 PTHP B. SEE MECHANICAL FOR DUCTING LAYOUT IN SOFFITS. r n \ �, T I I I 1 A3.01 I Z _ L _ _ C. REFER TO BUILDING RCPS FOR EXTERIOR LIGHTING - 1 3 I l I I RFR e 303 ROD AND SHELF, TYPICAL INFORMATION. (/) ' I s D 0 - , I I � �. _ _ _ �9 B 304 EXHAUST SHAFT, SEE A6.04 FOR ENLARGED PLANS iv __ \ PLUMBING WALL AT UNIT5:1Q2,` I -. - - \` 752 �8 73 <) /\ AND SECTIONS ' D. REFER TO LIGHTING LEGEND ON SHEET A9.21 FOR C7 O 201, 203, 301, 303, 401, &403 / \ - ADDITIONAL LIGHTING INFORMATION. N 9-2 _ 305 42" HIGH DINING COUNTER r ,/ B \ / ) E. WHERE SOFFIT OR CEILING HEIGHT IS NOTED, FRAME N- W UNIT TYPE 1 (ANSI TYPE 1 B�) 9 E 7 310 BOUNDARY OF SOFFIT ABOVE, SEE RCP OUT WITH LIGHT-GAUGE METAL FRAMING BELOW U) COMPLETE FLOOR/CEILING ASSEMBLY. m �/ SCALE: 1/4" = 1�-0" SIGHT& HEARING IMPAIRED FEATURES AT UNIT 201 T— ) \ / • • \ / / ` ' Z < 311 HARDWIRED DOORBELL,ALL UNITS A O 0 - D D / F. CENTER LIGHT FIXTURES WITHIN ROOM OR SPACE, ❑ NY UNLESS OTHERWISE NOTED �/ -c) ',. B 717 336 PLYWOOD BOOKSHELVES 0 / `4 704 P-LAM WALL PROTECTION G. INSTALL SMOKE ALARMS INSIDE EACH UNIT AT THE 0 < LL ) _ FOLLOWING LOCATIONS: 1. ON THE CEILING OR WALL U I9 u_ / is? + OUTSIDE EACH SEPARATE SLEEPING AREA IN THE I— / C° ) n ,'�� \ f I 717 REMOVABLE CABINET- EXTEND FLOORING BELOW IMMEDIATE VICINITY OF BEDROOMS. 2. IN EACH ROOM Y H Q w / N cn = = 1) I I I o AND PROVIDE INSULATION AT PLUMBING USED FOR SLEEPING PURPOSES. W �/ L _ 1 \ 1 ztij \ 7 I I -. 718 BLOCKING IN WALL FOR FUTURE GRAB BAR H. SMOKE ALARMS WITHIN THE UNIT SHALL BE LI 5 O 0 / \ ) / N 7 \ INSTALATION INTERCONNECTED AND RECEIVE THEIR PRIMARY \ -- 4 `/ — — >< N POWER FROM BUILDING WIRING AND BE EQUIPPED V C/) m WITH A BATTERY BACKUP. ) , \ I \ / i 725 SHOWER ROD Y w N / V I LLI --....7I I I. INSTALL CARBON MONOXIDE ALARMS IN EACH I- 749 FULL HEIGHT LINEN CABINET BEDROOM OR WITHIN 15 FEET OUTSIDE EACH O co Z �� 1 7 �' Y ' y • B BEDROOM DOOR. CARBON MONOXIDE ALARM MAY BE Ce CO 1 C 1D 3'-0„ 750 4" SOLID SURFACE BACKSPLASH COMBINED WITH SMOKE ALARM IF LISTED AS COMPLYING WITH ANSI/UL 2034 AND ANSI/UL 217 AND 0 5 < BOOKSHELF ELEVATION KITCHEN ELEVATION • 751 PLYWOOD BOOKSHELVES MEETS THE OTHER REQUIREMENTS FOR SMOKE ALARMS. W LIJ SCALE: 1/2" = 1+-0" SCALE: 1/2" = 1-0" OCCURS AT UNITS:102, 201, 203, 301, 303, 401, &403 752 ROD AND SHELF, TYPICAL CD I— j\___Y-- - oz Al„„. 749 £ 4> 725 - INTERIOR ELEVATIONS: p -- .. 2 B . • :,_1_ -:::-!; ,,9,:1 ,;:;.',-`,.,,-.".' ;;'1::: -, A. PROVIDE BLOCKING AT ALL GRAB BAR LOCATIONS. • :;`�'--. PROVIDE BLOCKING AT ALL TYPE B UNITS FOR FUTURE GRAB BAR INSTALLATION. 0 - -: BEDROOM: ' : ' - ' '. '; 'ti-:',:.'-:.: :"": - ':occ, - - . - - • , .-•. _ B. PROVIDE MIN. 2" CLEAR FROM EDGE OF DRAWER FACE _ TO PERPENDICULAR CABINET FACE AT INSIDE UNIT PLANS TYPE 1 �' HCL4_ ;: ``� ..J`: BATH'�1 ''.;': o CABINETORTO ALLOW FOR OPENING OF DRAWERS PAST • .a` _„ y , t- - , - - - B C. ALL CONTROLS AND OPERABLE PARTS (THERMOSTATS, \ ELECTRICAL PANELS, SWITCHES, ETC-)TO BE PROJECT NO. i-d� _•'>r`'A1. - 1'y:' __; . , /0 INSTALLED WITHIN ACCESSIBLE REACH RANGES: 48" 17055 ::`� r / AFF MAXIMUM, 15"AFF MINIMUM. ; .:7-1‘,::.L.-= _ m D. PROVIDE ENCLOSURE AROUND RANGE HOOD EXHAUST z 04.29.2019 Ti. = • _ $ ?_:-\,-..,-,:,:::,-,-r:-. ..:,. `-:,. DUCT IN UPPER CABINETRY, TYPICAL. FINISH TO MATCH ! : ::::.,....,-„,-:•:,.;. .--- -._., '4 ;,='.l : INTERIOR OF CABINETRY. 1- m • 1' ='s ' ;:" , I I �, r/TT T//� 7 T-, a a REVISIONS: �.�./, " = :.� r / / / / / / / / / / E. UPPER CABINETS AT ACCESSIBLE KITCHENS SHALL BE w ', LIVING ,`- L ",_1 �_1L11/1G/ / / � H o ' - •/ :�;`r'.y'•,::,;._,:.,' •j• 7-,_: :`,!:..:0 - - / / / / / / / / / / / ,I INSTALLED SO AS TO ALLOW FOR ACCESSIBLE SIDE z -;/ - ,` >,;K:- y/ , t:...,=- 1 i� REACH RANGE IN ACCORDANCE WITH ANSI A117.1 2009,E A Bid Set 04.29.19 4`w 1 . 0 /,� c i i . FIGURE 308.3.2. z / -'•�' i= "`':. ti,'. i FiB Add. #1 05.20.19 „„,„„„, • j - y C•�.J o a /i - 3•F1 - :`,`,, r - - - ... 17 w a *-:! ..AI • `r• iv F. CABINETS Al ACCESSIBLE UNITS SHALL HAVE w - ".-,-r.,,,--`' _ } = a+ . ' OPERABLE PARTS IN ACCORDANCE WITH ANSI A117,1 22D3 SECTION 309. Z . - '� , ' -: ' ' f -`-- KIT_ CHEN;,i ''r'°-'- I �� l► \ I- STRljCT, :-.1:..O :.;'=.;:� s' _,,- _ b�;; „ -a,Jr I rr} o ;t ,A1'r .-,,1:, 'r,'.* G. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTIONS ' , ) ,:7`;'--.1',..-;:- .1-•':•;:"i--.-.`;,../...-. 33' MIN. WITH AN OUTSIDE DIAMETER 1-1/4” MIN. TO 2" MAXIMUM= W '4,- 7 THE SPACE BETWEEN THE WALL AND THE GRAB BAR - ~• �12 (-71-- 41'%. �50 71� SHALL BE 1-1/2". w er _ . . . < . .. :: 6.72 Q < B H. REFER TO G4.01-G4.03 FOR INSTALLATION HEIGHTS w r AND CLEARANCES FOR FIXTURES AND EQUIPMENT. ( o 1E 1F 1G QE' UNIT TYPE 1 - RCP BATH ELEVATIONS - TYPE B: UNIT TYPES 1 , 3, 4, 6 (SIM) Lii (2 0 _ SCALE: 1/4" = 1'-0" SCALE: 1/2" = 1'-0" ° o A3 . O1 \ 2A UNIT RCP LEGEND: GENERAL NOTES - PLAN: DA GRID GRfD4 '',1;4 / 2B<A3.02 GYPSUM BOARD CEILING A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS THAT ARE MATERIAL TO THE PERFORMANCE OF THE Np/itA . , ' rill c) 2C 20'-0" WORK DESCRIBED BY THESE DRAWINGS OR I ri / 5 GYPSUM CEILING AT LOWER HEIGHT OTHERWISE REQUIRE INTERPRETATION SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING • • ON FORMS AS REQUIRED BY THESE DOCUMENTS. PLUMBING WALL ''~'� �`� { Al CEILING MOUNTED FIXTURE ' �O� AT GROUND ,�B FLOOR UNITS B. UNIT AREA MEASURED FROM OUTSIDE FACE OF 114 2918 !:O MIS 1 t� �� EXTERIOR WALLS, OUTSIDE FACE OF CORRIDOR41 OF 00 ! - t f - — \ �l B1 - CEILING MOUNTED FIXTURE WALLS,AND CENTERLINE OF PARTY WALLS. III I I �o, I I X303 o �, C. SIGHT AND HEARING IMPAIRED UMTS SHALL BE 11 I I I N BEDROOM T Cl VANITY LIGHT, CENTER ON PROVIDED WITH VISUAL FIRE ALARM WIRED TO THE �"� AI r - - �' LAVATORY BELOW BUILDING FIRE ALARM SYSTEM AND LOCATED d E mr A f I I in ADJACENT TO THE SMOKE DETECTION SYSTEM. A o N L cc ` ` III I 2 9 �. r ITIONAL WALL VISUAL SMOKE ALARM IS TO BE PROVIDED. THE SAME r; IP, ' •i III I i 1 - FOR VERTICALCi D1 BATHROOM EXHAUST FANI VISIBLE ALARM APPLIANCES SHALL BE PERMITTED TOWr � III I QUOTING AT LIGHT COMBO PROVIDE NOTIFICATION OF RESIDENTIAL DWELLING an BATH I - UNIT SMOKE DETECTION AND BUILDING FIRE ALARM, L 4 13 L BUT MAY NOT BE USED FOR ANY OTHER PURPOSE. 1._, o SELECT UNITS �. U av ''1 hl 12 i" \o/ HARD-WIRED DOORBELL TO BE PROVIDED. AlleA 11)11 C 1 \8.7/ El LED FAN/ LIGHT COMBO W 0 t\-.7- . --\--, L (UC1) P 1 3 D. SEE BUILDING FLOOR PLANS FOR EXTERIOR WALL U "'h s _ TYPES. DOORS AND WINDOWS. _ m I I _ c o r _ � !I r TYP -O- E. SEE INTERIOR ELEVATIONS FOR WALL MOUNTED U m 3 8 F1 - PENDANT LIGHTING B ITEMS. � 73 I'-5 11 UB1 ne I►...� fi 5 A8.72 f - . F. REFER TO ARCHITECTURAL FLOOR PLANS, FINISH Q o s RANGE HOOD EXHAUST FAN FLOOR PLANS, AND BUILDING RCPS FOR ADDITIONAL - 1 - - ., 4 5 INFORMATION. ~ `o If 1 A B C Up'1 � a I Ce 0- $ G. REFER TO SHEETS G4.01-G.403 FOR REQUIRED Q SWITCH I 0,Lo I� T� ;7-I I •-J% : ® SMOKE DETECTOR CLEARANCES FOR ACCESSIBILITY. I m I- ALIGN _i, 1'1:�� -s �� I V H. ALL INTERIOR DOORS TO BE INSTALLED 4" FROM FACE Z cNN OF FRAMING UNLESS NOTED OTHERWISE. 0 °i 4 3 i - SMOKE AND CARBON DETECTOR > L N O M TF _ A HKITCHENI LIVING J RCP: 1A A3.01 1B - ' ' r� 301 ► Lr `„ SIM - i i kn IE i • A, SEE ELECTRICAL PLANS FOR ADDITIONAL LIGHTING co o KEYNOTES:O LAYOUT. co V co 1' A • I I _`i- t 11© r B. SEE MECHANICAL FOR DUCTING LAYOUT IN SOFFITS. RFR I ■411 301 PTHPI 0 II r C. REFER TO BUILDING RCPS FOR EXTERIOR LIGHTING Z INFORMATION. :�� I fir,_,_„ \ .. 303 ROD AND SHELF,TYPICAL _ _ k 0'MIN Ti 310 BOUNDARY OF SOFFIT ABOVE, SEE RCP /4 D. REFER TO LIGHTING LEGEND ON SHEET A9.21 FOR CLEAR A ADDITIONAL LIGHTING INFORMATION. C\1 O ,� 9' 2 � 311 HARDWIRED DOORBELL, ALL UNITS CV = E. WHERE SOFFIT OR CEILING HEIGHT IS NOTED, FRAME I� W --- UNIT TYPE 2 (ANSI TYPE 'B') 717 REMOVABLE CABINET- EXTEND FLOORING BELOW OUT WITH LIGHT-GAUGE METAL FRAMING BELOW m COMPLETE FLOOR/CEILING ASSEMBLY. CO AND PROVIDE INSULATION AT PLUMBING z SCALE: 114" = 1'-0" F. CENTER LIGHT FIXTURES WITHIN ROOM OR SPACE, O 0 Q 718 BLOCKING IN WALL FOR FUTURE GRAB BAR UNLESS OTHERWISE NOTED C , 0 INSTALATION LL CG G. INSTALL SMOKE ALARMS INSIDE EACH UNIT AT THE C rl 0 725 SHOWER ROD FOLLOWING LOCATIONS: 1. ON THE CEILING OR WALL 0 < Li. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE V Li- 750 4" SOLID SURFACE BACKSPLASH IMMEDIATE VICINITY OF BEDROOMS. 2. IN EACH ROOM I- < F--.. USED FOR SLEEPING PURPOSES. w W '- Ct 0 (f) H. SMOKE ALARMS WITHIN THE UNIT SHALL BE W INTERCONNECTED AND RECEIVE THEIR PRIMARY r IJ.. POWER FROM BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACKUP. U Q CO ce I. INSTALL CARBON MONOXIDE ALARMS IN EACH 0 I W BEDROOM OR WITHIN 15 FEET OUTSIDE EACH O H z BEDROOM DOOR. CARBON MONOXIDE ALARM MAY BE COI___ COMBINED WITH SMOKE ALARM IF LISTED AS re (0 E/ COMPLYING WITH ANSI/UL 2034 AND ANSI/UL 217 AND MEETS THE OTHER REQUIREMENTS FOR SMOKE W ALARMS. IX ® ^`.-' BATH' - H INTERIOR ELEVATIONS: T— D ::-.:.-..; :3,..--.::',:',.,!,,,--'.- ' A._ : ' _ :BEDROOM - e B B 2 • PROVIDE BLOCKING AT ALL GRAB BAR LOCATIONS. , r' :� PROVIDE BLOCKING AT ALL TYPE B UNITS FOR FUTURE <725 <718i GRAB BAR INSTALLATION. C1;• '' „, i'a / B. PROVIDE MIN. 2"CLEAR FROM EDGE OF DRAWER FACE '';•z,..'.. '` B. % y � TO PERPENDICULAR CABINET FACE AT INSIDE �S 1;, i :,� cam. r ! CORNERS TO ALLOW FOR OPENING OF DRAWERS PAST o UNIT PLANS TYPE 2 (/} - CABINET HARDWARE. C. ALLELECTRICAL CONTROLSPANELSAND O, PERABLESWITCHESPART, ETC.)S (THERMOSTATSTOBE , e . •"_. ,A1�', INSTALLED WITHIN ACCESSIBLE REACH RANGES: 48" PROJECT NO. _ � B - , AFF MAXIMUM. 15"AFF MINIMUM. 17055 -.-,:':, :::' •.':,•'':;;; 11 ,•;;::: :• _' , • y' ' " - , aD. PROVIDE ENCLOSURE AROUND RANGE HOOD EXHAUST s` ;'y, ,, .;;� DUCT IN UPPER CABINETRY, TYPICAL. FINISH TO MATCHX o 04.29.2019 -,-.:1-1;,. . '' -i \ •\ ' • - `� INTERIOR OF CABINETRY. r - •, ,;. :. . . . �i Tim � � � «—� —\ «— �✓ / I Q �''' LIVING' r r/ Id � ��T�T�� E. UPPER CABINETS AT ACCESSIBLE KITCHENS SHALL BE O a REVISIONS: # ---,0,.. i:-.:=:•.•::,,.:;-,•..''.:'•;-:,-:;.1:?: - w: p r. ; -•.. .N. �. , , - / / 4 / / / / / / . • • • ` • R •/ ti ' ir:. / / / L _ ,- -� \_ -_fL 1/ /ZA INSTALLED SO AS TO ALLOW FOR ACCESSIBLE SIDE o - - / / / / / / / / / / / — + ' REACH RANGE IN ACCORDANCE WITH ANSI A117.1-2009,K F Ilk. ;.t'`_= .- - ;.'„: -,'-:•-•::: - ' :.-\ 7 / A Bid Set 04.29.19` •- '', / / / / / / / / / / / / � J � \ FIGURE 308.3.2. ; L L .—� _ B Add. #1 05.20.19 I‘im r Rw ;1: KITCHE O7 z a { -::.":::,1,•''. = , :�•'•�{•. - � � � F. CABINETS AT ACCESSIBLE UNITS SHALL HAVE z ° � ,}-�; E1 : OPERABLE PARTS IN ACCORDANCE WITH ANSIEL h ^AN '2'A • _ •, , ) \ 1 , A117.1-2203, SECTION 309. ix EL ctz 0 ,. •' "•':1A1.-:,' ' • •• • II a .- G. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION w `, , • , �', S�RUCT. ,MI �' WITH AN OUTSIDE DIAMETER 1-114" MIN. TO 2' MAXIMUM- po �•,'` ' .• t, THE SPACE BETWEEN THE WALL AND THE GRAB BAR = w ;:._: .; • • SHALL BE 1 112 Q y ' 4 ;- V /17 750 4 �1$ . .: J Y A$.72 H. REFER TO G4.01 G4.03 FOR INSTALLATION HEIGHTS Q B AND CLEARANCES FOR FIXTURES AND EQUIPMENT. cn Z 0 o z 1- -. -.....-•,• -. . 2A 2B 2C UNIT TYPE 2 - RCP BATH ELEVATIONS - TYPE B: UNIT TYPE 2 di g . T____ . — .._ i A3 . 020 = 2 ) SCALE: 1/4" = 1 -0 SCALE: 1/2" 11-0" z UNIT RCP LEGEND: GENERAL NOTES - PLAN: ,st OD '+ GYPSUM BOARD CEILING 4::4 A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS 4 THAT ARE MATERIAL TO THE PERFORMANCE OF THE �� y4 t16 WORK DESCRIBED BY THESE DRAWINGS OR • OTHERWISE REQUIRE INTERPRETATION SHALL BE FIN n "� GYPSUM CEILING AT LOWER HEIGHT PROMPTLY REPORTED TO THE ARCHITECT IN WRITING tio OitA / 9'-2„ ON FORMS AS REQUIRED BY THESE DOCUMENTS. .• , D, 4, GON _ Al CEILING MOUNTED FIXTURE 2918 c� 2 3 B. UNIT AREA MEASURED FROM OUTSIDE FACE OF +� !:Z3 - - EXTERIOR WALLS, OUTSIDE FACE OF CORRIDOR {� 0$" 40" MIN \ Bl - CEILING MOUNTED FIXTURE WALLS,AND CENTERLINE OF PARTY WALLS. ll��'�' 3: A3.03 3A f CLEAR - ' Cl VANITY LIGHT, CENTER ON C SIGHT AND HEARING IMPAIRED UNITS SHALL BE (-). ' ,. LAVATORY BELOW PROVIDED WITH VISUAL FIRE ALARM WIRED TO THE _______ ______ �� f Y, , \ �� E BUILDING FIRE ALARM SYSTEM AND LOCATED E T \ r I i ADJACENT TO THE SMOKE DETECTION SYSTEM. A a o Y - - I ! - VISUAL SMOKE ALARM IS TO BE PROVIDED. THE SAME W J RFR El D1 BATHROOM EXHAUST FAN/ VISIBLE ALARM APPLIANCES SHALL BE PERMITTED TO - ~ - i LIGHT COMBO PROVIDE NOTIFICATION OF RESIDENTIAL DWELLINGCe a3 O 1 - - - � , 0 I UNIT SMOKE DETECTION AND BUILDING FIRE ALARM, _c - r -� VHARD WIRED DOORBEDLLOTO BE PROVIDEDR ANY OTHER . o 1 _„___ KITCHEN N _ ! 0 0 11 , _ A E1 - LED FAN/LIGHT COMBOo ,„„...1..... D. SEE BUILDING FLOOR PLANS FOR EXTERIOR WALL LU a co ■ 301 A8.7 \ DW - C Eo 704 TYPES, DOORS AND WINDOWS. ~ �, 3 LIVING ROOM • r ,_- L + = 0 \ ; - 4 3 I � ~�� E. SEE INTERIOR ELEVATIONS FOR WALL MOUNTED V --p- Fl - PENDANT LIGHTING B ITEMS. r1 I— /A\ �1i -'•', ' - F. REFER TO ARCHITECTURAL FLOOR PLANS, FINISH a I ALIGN4 311, - RANGE HOOD EXHAUST FAN i \ FLOOR PLANS, AND BUILDING RCPS FOR ADDITIONAL - 6 `te 1 � N /\ INFORMATION. ~ o 1 - 310 i i`� B N / \ $ a 110 N 1 r r �6 5 (UA1 4 5I } � -< > � \ WITCH G. REFER TO SHEETS G4.01-G.403 FOR REQUIRED Q o N :- r-1 A8.72 11 J - I - - N I ° / / - — - 1 A a CLEARANCES FOR ACCESSIBILITY. I � l UB1 �- - - - - co /\ 0 SMOKE DETECTOR !^ (UD1 ) I N I - \ I I \ — / - /A\ H. ALL INTERIOR DOORS TO BE INSTALLED 4" FROM FACE Z c N EQ EQ r - •_ 9 W \ / 1 OF FRAMING UNLESS NOTED OTHERWISE. 0 °' ,n 1 3 3'-10" 1'-6"e _ `�' 0 D D SMOKE AND CARBON DETECTOR I- m N p N 5 B t � r A `� ' -` 1 J� ,A�� ^t �. \\ '- ___/ .. ` 71T 704 W ■ c 13,_/L , o - s - RCP. J O (h co A3.01 : \ , �4 . B ADDITIONAL WALL V �`\, -' 3 N b • FOR VERTICAL "' * i \ ' o co ,- 1 I' •:`TH DUCTING AT ____ _ I rl I tD A. SEE ELECTRICAL PLANS FOR ADDITIONAL LIGHTING c, o BEDROOM I „ SELECT UNITS — _ _ `� fir--)...._ I i ��, \ KEYNOTES:,0, LAYOUT. V �' � B - � fit7-- _ \,_ A O eIiII °' B. SEE MECHANICAL FOR DUCTING LAYOUT IN SOFFITS. A ► 011011111110I - �1E A3.01 1G / u / 11 301 PTHP rn I 11 61 _ I / N o / v i 1 SII �I' - — - - - < _ - C. REFER TO BUILDING RCPS FOR EXTERIOR LIGHTING 1F in rs 303 ROD AND SHELF, TYPICAL INFORMATION. Z \ —\ - - — — — cii — .�.. \ \ / N \ 7 N / r/) � 33" MIN ), I / N N / N i v1 \� \� �� 304 EXHAUST SHAFT, SEE A6.04 FOR ENLARGED PLANS D. REFER TO LIGHTING LEGEND ON SHEET A9.21 FOR D CLEAR ' I I I I ,` I I \ AND SECTIONS ADDITIONAL LIGHTING INFORMATION. C� 0 / 10' 10 112" �, 2' 5" �, 9'-9" A �, I 3'-fl 305 42"HIGH DINING COUNTER NCII_ = SIMA E. WHERE SOFFIT OR CEILING HEIGHT IS NOTED, FRAME �, 23'-0 1/2" AB OUT WITH LIGHT-GAUGE METAL FRAMING BELOW CD J \ A8 71-r B 310 BOUNDARY OF SOFFIT ABOVE, SEE RCP .I COMPLETE FLOOR/CEILING ASSEMBLY. Z m GRID GRID �� 0 Q \ / 11 RD FFD POOR L, •L - A TS F. CENTER LIGHT FIXTURES WITHIN ROOM OR SPACE, 0 \� UNLESS OTHERWISE NOTED ❑ 3A 3B 704 P-LAM WALL PROTECTION A C c 0 G. INSTALL SMOKE ALARMS INSIDE EACH UNIT AT THE G 0 UNIT TYPE 3 ANSI TYPE 'B' KITCHEN ELEVATIONS - TYPE B: UNIT TYPE 3 717 REMOVABLE CABINET EXTEND FLOORING BELOW FOLLOWING LOCATIONS: 1 ON THE CEILING OR WALL Q Q U_ } = 11 AND PROVIDE INSULATION AT PLUMBING OUTSIDE EACH SEPARATE SLEEPING AREA IN THE V LI- IMMEDIATE VICINITY OF BEDROOMS. 2. IN EACH ROOM SCALE: 1/4" = 1'-0" SCALE: 1/2" 1 -0 USED FOR SLEEPING PURPOSES. Y H Q ; w H. SMOKE ALARMS WITHIN THE UNIT SHALL BE LLI INTERCONNECTED AND RECEIVE THEIR PRIMARY Ce > U- 0 POWER FROM BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACKUP V CI} 00 I. INSTALL CARBON MONOXIDE ALARMS IN EACH C) = Ili BEDROOM OR WITHIN 15 FEET OUTSIDE EACH O I— Z BEDROOM DOOR. CARBON MONOXIDE ALARM MAY BE 00 F..- COMBINED WITH SMOKE ALARM IF LISTED AS W CO COMPLYING WITH ANSI/UL 2034 AND ANSI/UL 217 AND MEETS THE OTHER REQUIREMENTS FOR SMOKE W ALARMS. {f) CL Wo >_ - o ~ , - INTERIOR ELEVATIONS: ,- Z • :Y.-'F, ::KITCHEN' ': D w •'•'' _* '` A. PROVIDE BLOCKING AT ALL GRAB BAR LOCATIONS. q;�::y'.` =:, ✓` ',a :.;' r:;;t; , PROVIDE BLOCKING AT ALL TYPE B UNITS FOR FUTURE ' GRAB BAR INSTALLATION. 0 . _ •. .LIVING - . - `:� �-{=: • :•1 '':;; _. _; t G . ': ;: ▪ �^ B. PROVIDE MIN. 2"CLEAR FROM EDGE OF DRAWER FACE ' '..'-...:. '-. -','..: ;1"....':,' ,No' '',i, '',.. .-f:• - .:•:,-.,-,• -..: * `yy' TO PERPENDICULAR CABINET FACE AT INSIDE `<,• i'. ,el , CORNERS TO ALLOW FOR OPENING OF DRAWERS PAST 0 E1 r� '• -'' CABINET HARDWARE. UNIT PLANS TYPE 3 G. ALL CONTROLS AND OPERABLE PARTS (THERMOSTATS, •'''," ^'`:.:' ,•`• ~ ELECTRICAL PANELS, SWITCHES, ETC.)TO BE PROJECT NO. ,,,• r \• -\. .,_.': INSTALLED WITHIN ACCESSIBLE REACH RANGES: 48" .r;. ;�:. •,_:• AFF MAXIMUM, 15"AFF MINIMUM. 17055 • D. PROVIDE ENCLOSURE AROUND RANGE HOOD EXHAUSTr, ' - STRl1CT:'' ' l' - . - • y '.= = . ' DUCT IN UPPER CABINETRY, TYPICAL. FINISH TO MATCHX o 04.29.2019 1,, :;'� '+ i ,,,s„ INTERIOR OF CABINETRY. C0 -,--•:,z'-':".•-•. •y-- w yl Al •'''.• °•a Q LI - • . • - - �,J + ;,:/• '-, t; E. UPPER CABINETS AT ACCESSIBLE KITCHENS SHALL BE o REVISIONS:\#� ` INSTALLED SO AS TO ALLOW FOR ACCESSIBLE SIDE w 2 �; REACH RANGE IN ACCORDANCE WITH ANSI A117.1-2009,? a .�,r — d 4- +.,:- ';=i; y:: "`• g A Bid Set 04.29.19 i A1':{ _ ., FIGURE 308.3.2. a -, / T z j B Add. #1 05 20.19 F. CABINETS AT ACCESSIBLE UNITS SHALL HAVE 2 OPERABLE PARTS IN ACCORDANCE WITH ANSI , ::, '' :: _i '' ': :..: . :.- ' 1:: .:-'' ..- .,,...,-, .'.,-. ''.:.,;',',:'' [• -r • `; ^'-- :,.r: ,4, ,- A117.1-2203, SECTION 309- wo 11 `'BATH s " - g =•-,:':,',":'t G. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION'w _ ;r{ • �; I;D1 ;', ;=*.+ WITH AN OUTSIDE DIAMETER 1-114" MIN. TO 2" MAXIMUMQ , - . - - , '7'-'''''.-';''': :-'-:''' ."'OCC.;. THE SPACE BETWEEN THE WALL AND THE GRAB BAR y BEDROOM �'�8' � } ,< SHALL BE 1-1/2". • cE• - - ..s-- -• '"C1 - :='':. - ., H. REFER TO G4.01 G4.03 FOR INSTALLATION HEIGHTS `` T`±r ''" J L1 l AND CLEARANCES FOR FIXTURES AND EQUIPMENT c9 Z h U UNIT TYPE 3 - RCP LIJ ,,,_ A3 . 03 O _ SCALE: 1/4" = 1'-0" z• o UNIT RCP LEGEND: GENERAL NOTES - PLAN: 4OD* • y 9 -2 4,,, / I4 A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS 40" MIN. :'-': ` _ I GYPSUM BOARD CEILING THAT ARE MATERIAL TO THE PERFORMANCE OF THE / CLEAR WORK DESCRIBED BY THESE DRAWINGS ORill / GYPSUM CEILING AT LOWER HEIGHT OTHERWISE REQUIRE INTERPRETATION SHALL BE I n ( PROMPTLY REPORTED TO THE ARCHITECT IN WRITING __.._____ - ___r I , ( ON FORMS AS REQUIRED BY THESE DOCUMENTS. , D, O, CON_ Al CEILING MOUNTED FIXTURE �1 • B. UNIT AREA MEASURED FROM OUTSIDE FACE OFO /IOW RFR EXTERIOR WALLS, OUTSIDE FACE OF CORRIDOR OF 1 3 I ' �,/hJL B1 - CEILING MOUNTED FIXTURE WALLS. AND CENTERLINE OF PARTY WALLS. V� i - - • , - T - - , G I _HI *-- LIVING • KITCHEN)�� A C. SIGHT AND HEARING IMPAIRED UNITS SHALL BE o a -�1 i �� Cl - VANITY LIGHT, CENTER ON C� PROVIDED WITH VISUAL FIRE ALARM WIRED TO THE • 4J 11 0 1 1 ia 4A4 A3.04 B LAVATORY BELOW BUILDING FIRE ALARM SYSTEM AND LOCATED E \301 A8.71 1 ' \ P A - r - - 704 ADJACENT TO THE SMOKE DETECTION SYSTEM. A �" o /\- - : - - ' \ VISUAL SMOKE ALARM IS TO BE PROVIDED. THE SAME W I DW • © D1 BATHROOM EXHAUST FAN/ VISIBLE ALARM APPLIANCES SHALL BE PERMITTED TO Th LIGHT COMBO PROVIDE NOTIFICATION OF RESIDENTIAL DWELLING LL m ' <305 i � F - BUT MAYi UNIT O NOT BE USED FOR ANY E DETECTION AND BUILDING R PURPOSE. o 6 5A N �I E HARD WIRED DOORBELL TO BE PROVIDED. U 1 - 1'-6'`' # ALIGN \o/ El - LED FAN/LIGHT COMBO W N 4'-9 11 „ 1'-8.. /\ D. SEE BUILDING FLOOR PLANS FOR EXTERIOR WALL �,,, r-- v cw y r �� r 6 5 I _ /4 \ I N / i \ TYPES, DOORS AND WINDOWS. _ a, • 1` ( ( - 1 ,i > 1 2 o UB1 ) J 'UD1 \ i - 1 - 1r . �- / \ ,,. \ 0 V , / I \ c I E. SEE INTERIOR ELEVATIONS FOR WALL MOUNTED V lF — EMI -®- F1 - PENDANT LIGHTING B ITEMS. 1 ,• Q �EQ _ - � = � � � P iin A8i .72 \ / _ \ m o BEDRQO - N A \ I, / - - \ T RANGE HOOD EXHAUST FAN ' F. REFER TO ARCHITECTURAL FLOOR PLANS, FINISH Q ro - e FLOOR PLANS, AND BUILDING RCPS FOR ADDITIONAL F- c i '. i 704 717 t V INFORMATION. o ED A3.01 1C B L 1 ; ai r ,. O5 \i SWITCH • Ce a CV i0 Q T Q ^ .ATH 4 5 i <v _ b G. REFER TO SHEETS G4.01-G.403 FOR REQUIRED o — j� AN ~ Y ~ �� Z 1 A ~� \\ ' ' ��✓ Th, �1r �' r CLEARANCES FOR ACCESSIBILITY. I I I I II II • Tits:A Fl f I © SMOKE DETECTOR Z j [ ,jet i® B i O I o o A_ _ \_ -� H. ALL INTERIOR DOORS TO BE INSTALLED 4" FROM FACT= N rA0e4,c411641061-44__. I \ 0 o4 o \ / /A\ ® SMOKE AND CARBON DETECTOR OF FRAMING UNLESS NOTED OTHERWISE. O 303 I i ` I - - IIII • ' 7 5 4 I o 0 1 `\ I( ,•, _ ~ c� I I I III I _ u • ` , 0 1 N. / W I� I � , . 2 A - 1 0 c, — , N i N / \ o 0 cow CEE sk \ ______ O. r 33"MIN I., I — C / \ — — — E — - RCP: a, N 'I LbNIR 1E A3.01 1G / / \ / \ / Qco B 2 5 No. SIM r \ ✓ \y- KEYNOTES: X A LAYOUT.CTRICAL PLANS FOR ADDITIONAL LIGHTING V 2 o 10'-7" 2' 5' 10'-6" 5' - 5 112" ��I ' �1I B. SEE MECHANICAL FOR DUCTING LAYOUT IN SOFFITS. - A B 301 PTHP 5 A -/— 28'- 11 112 / B 303 ROD AND SHELF, TYPICAL C. REFER TO BUILDING RCPS FOR EXTERIOR LIGHTING Z 8.71 I CO INFORMATION. GRID O GRID I 305 42" HIGH DINING COUNTER D. REFER TO LIGHTING LEGEND ON SHEET A9.21 FOR D 311 HARDWIRED DOORBELL, ALL UNITS ADDITIONAL LIGHTING INFORMATION. N 0 4A 4B N 704 P-LAM WALL PROTECTION E. WHERE SOFFIT OR CEILING HEIGHT IS NOTED, FRAME UNIT TYPE 4 (ANSI TYPE 'B') KITCHEN ELEVATIONS - TYPE B: UNIT TYPE 4 OUT WITH LIGHT GAUGE METAL FRAMING BELOW t'--- W J I717 REMOVABLE CABINET COMPLETE FLOOR/CEILING ASSEMBLY. (n EXTEND FLOORING BELOW Z m SCALE: 1/4" = 1'-0" SCALE: 1/2" = V-O" AND PROVIDE INSULATION AT PLUMBING F. CENTER LIGHT FIXTURES WITHIN ROOM OR SPACE, O 0 < UNLESS OTHERWISE NOTED Q 0 rx G. INSTALL SMOKE ALARMS INSIDE EACH UNIT AT THE G` 5 0 FOLLOWING LOCATIONS: 1. ON THE CEILING OR WALL 0 LL OUTSIDEEACH SEPARATE SLEEPING AREA IN THE 0 IMMEDIATE VICINITY OF BEDROOMS. 2. IN EACH ROOM USED FOR SLEEPING PURPOSES. f'- Li— u W �: o u)H. SMOKE ALARMS WITHIN THE UNIT SHALL BE W INTERCONNECTED AND RECEIVE THEIR PRIMARY IX 5 f POWER FROM BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACKUP. • � UJ CO r I. INSTALL CARBON MONOXIDE ALARMS IN EACH {, 2 LU BEDROOM OR WITHIN 15 FEET OUTSIDE EACH O I-- z BEDROOM DOOR. CARBON MONOXIDE ALARM MAY BE 00 COMBINED WITH SMOKE ALARM IF LISTED AS rt CD I- COMPLYING WITH ANSI/UL 2034 AND ANSI/UL 217 AND MEETS THE OTHER REQUIREMENTS FOR SMOKE W ALARMS. rn CL CP >" CD I— o P ... —___ - INTERIOR ELEVATIONS: T D A. PROVIDE BLOCKING AT ALL GRAB BAR LOCATIONS. 2 PROVIDE BLOCKING AT ALL TYPE B UNITS FOR FUTURE GRAB BAR INSTALLATION. rO ' ' • • ' - B. PROVIDE MIN. 2"CLEAR FROM EDGE OF DRAWER FACE ' -,-.'..:-...., '-'-'. -..1 :::1'..'N., " t `��' TO PERPENDICULAR CABINET FACE AT INSIDE C _ -� ! :- CORNERS TO ALLOW FOR OPENING OF DRAWERS PAST KITCHEN .;a,' `> CABINET HARDWARE. . . r - • , •,, • „ , - - UNIT PLANS -TYPE 4 STRUCT. .- • '1 . .. , - . LIVING �' ' � 1 • • C. ALL CONTROLS AND OPERABLE PARTS (THERMOSTATS, ELECTRICAL PANELS, SWITCHES, ETC.)TO BE PROJECT NO. •,, INSTALLED WITHIN ACCESSIBLE REACH RANGES: 48" i `� _' j .. T•\ = 1 r AFF MAXIMUM, 15"AFF MINIMUM. 17055 I_ { • \ ' _ D. PROVIDE ENCLOSURE AROUND RANGE HOOD EXHAUST • • • DUCT IN UPPER CABINETRY, TYPICAL. FINISH TO MATCHT 6 04.29.2019 - . _ . . . _ � -• INTERIOR OF CABINETRY. '- o Q f _ E. UPPER CABINETS AT ACCESSIBLE KITCHENS SHALL BE ❑ a REVISIONS:n INSTALLED SO AS TO ALLOW FOR ACCESSIBLE SIDE 8 %: ~'•` -~ k !� REACH RANGE IN ACCORDANCE WITH ANSI A117.1-2009,? • - , .. •, _ FIGURE 308.3.2. A Bid Set 04.29.19 aw •. , , . ; }A� B Add. #1 05.20.19 ' f`r- ,--. •_ ;'-•-•• .'„ -:,.,:-,=.:.••-•.. `:-;:,•:' -- L, ' I - . - F. CABINETS AT ACCESSIBLE UNITS SHALL HAVE 2 ° -.•. ,.--,.. -.,,- --:..i••" OPERABLE PARTS IN ACCORDANCE WITH ANSI BI .. - ;. . „ -_BATH' }6��`' _ A117.1-2203, SECTION 309. tu o _ _ QZ BEDROOM7 .:',:•••:!.{, :Y. T -. ,.-•:'-:�a,r,' v o p - a L1 G. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTIONLiJ „ ; WITH AN OUTSIDE DIAMETER 1-114” MIN. TO 2" MAXIMUM- ; : ' • THE SPACE BETWEEN THE WALL AND THE GRAB BAR = W - _ `•--.` > :•.C1 ,:_ SHALL BE 1-1/2". -` cr •.+ �.. ': ,'r �' H. REFER TO G4.01 G4.03 FOR INSTALLATION HEIGHTS Q a AND CLEARANCES FOR FIXTURES AND EQUIPMENT. co Z Zo — w J Q UNIT TYPE 4 - RCP ❑ , I iii ,-,- , >_ A3 . 04 SCALE: 1/4" = 1'-0" _ - 0o UNIT RCP LEGEND: GENERAL NOTES - PLAN: *0°DAb--`1C.to. 4,0 GYPSUM BOARD CEILING A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS THAT ARE MATERIAL TO THE PERFORMANCE OF THE � �' ��N � ' ' WORK DESCRIBED BY THESE DRAWINGS OR y OTHERWISE REQUIRE INTERPRETATION SHALL BE (- [- : .•' ;='• ):",, GYPSUM CEILING AT LOWER HEIGHT PROMPTLY REPORTED TO THE ARCHITECT IN WRITING GRID GRID 1 ON FORMS AS REQUIRED BY THESE DOCUMENTS. ./0. , DI 0. soy 22,-6„ �/ _ Al - CEILING MOUNTED FIXTURE 2618 . B. UNIT AREA MEASURED FROM OUTSIDE FACE OF OT EXTERIOR WALLS, OUTSIDE FACEOFCORRIDOR • OF10'-7" / ,� I B1 - CEILING MOUNTED FIXTURE/ WALLS, ANDCENTERLINEOFPARTYWALLS. D C. SIGHT AND HEARING IMPAIRED UNITS SHALL BE NN r----„• 1 Cl - VANITY LIGHT, CENTER ON PROVIDED WITH VISUAL FIRE ALARM WIRED TO THE 1 f 1 I �� LAVATORY BELOW BUILDING FIRE ALARM SYSTEM AND LOCATED 0. E ADJACENT TO THE SMOKE DETECTION SYSTEM. A o VISUAL SMOKE ALARM IS TO BE PROVIDED. THE SAME I I • D1 - BATHROOM EXHAUST FAN/ VISIBLE ALARM APPLIANCES SHALL BE PERMITTED TO I W • .. 6 5 _eA 4/Lott,. e •• LIGHT COMBO PROVIDE NOTIFICATION OF RESIDENTIAL DWELLING s 1 - I•112 UNIT SMOKE DETECTION AND BUILDING FIRE ALARM, I I A$71 BUT MAY NOT BE USED FOR ANY OTHER PURPOSE. 1- o BEDROOM LIVING ROOM HARD WIRED DOORBELL TO BE PROVIDED. o 0 El LED FAN/ LIGHT COMBO V W o ca 1 I f AD. SEE BUILDING FLOOR PLANS FOR EXTERIOR WALL N h U / 'I' , /\ , I TYPES, DOORS AND WINDOWS. _ rn • 5'-6 I \ I E. SEE INTERIOR ELEVATIONS FOR WALL MOUNTED U m • _f A \ I \ / / � / \ _ —O— Fl - PENDANT LIGHTING B ITEMS. ix o - 1 A cA .- — i X " / c� `_'_ F. REFER TO ARCHITECTURAL FLOOR PLANS, FINISH Qco t _ ^ ' I \ ; '\ i I \ / J 'N HOZDD'(CXN ST FAN FLOOR PLANS, AND BUILDING RCPS FOR ADDITIONAL uQ N = -- - - -- -- - `- _\ (.1 .. - .. \ / / \ / \ �r \, INFORMATION. N~N o N 1 Ce a A � A8.72 RFR I (ilk \ / \ I $ SWITCH G. REFER TO SHEETS G4.01 G.403 FOR REQUIRED Q CO i ( ��f CLEARANCES FOR ACCESSIBILITY. _ # 5E ei, ,_ i 6 © , I - Air ,' v , m ® SMOKE DETECTOR au II 306 _ �a I � H. ALL INTERIOR DOORS TO BE INSTALLED 4" FROM FACE Z c N -1. r r ' I = KITCHEN 'f - ' - - OF FRAMING UNLESS NOTED OTHERWISE. O m B C n n _ 5 A3.05 1 w E LVT_1 i ' r rr - 1c ` 00 �* ` SMOKEANDCARBONDETECTOR li r li I �, lit ��r / \ _ - RCP. -J 5C CUC1 ) I - - - �1 e I Q c C 3 " BATH - . '- OPEN ,n 1 i 1 o it i,` i o _ BELOWp N \ / OPEN N A. SEE ELECTRICAL PLANS FOR ADDITIONAL LIGHTING Q o O ''. .'_, , (UDI i I. m ' A3.05 5A \ / BELOW KEYNOTES: LAYOUT. V '�' /€ ) I II -4_ _ " — ° i II r DSV 'I \ I, I I B. SEE MECHANICAL FOR DUCTING LAYOUT IN SOFFITS. • I II ' ' ' ' 1 5B air, I. 3'-0" 301 PTHP/ r� - -� 10 g C. REFER TO BUILDING RCPS FOR EXTERIOR LIGHTING V 1 �` ` # _ �.�'l ' i <730 43\,1:> Z J d A8.71303 ROD AND SHELF, TYPICAL INFORMATION. 5'1) �s.7y U� Q� 4 5 4 13 PLUMBING WALL 306 FLOOR DRAIN D. REFER TO LIGHTING LEGEND ON SHEET A9.21 FOR ❑ B lila 1 A 1 A AT UNITS, (104& I ADDITIONAL LIGHTING INFORMATION. 0 J 7'-1" 4'-11" 2'-11" l07?7" 5A 5B 311 HARDWIRED DOORBELL, ALL UNITS CV I i E. WHERE SOFFIT OR CEILING HEIGHT IS NOTED, FRAME KITCHEN ELEVATIONS - TYPE A: UNIT TYPE 5 704 P LAM WALL PROTECTION OUT WITH EIGHT-GAUGE METAL FRAMING BELOW a) J it NIT TYPE 5 (ANSI TYPE A A N D U FAS ACCESSIBLE) COMPLETE LIGHT-GAUGE FLOOR/CEILINGGEM ASSEMBLY. to 00 „ _ ,- „ _ ' rI 730 30" CLEAR ACCESSIBLE WORK SURFACE Z GALE: 114 - l'-0" SCALE: 112 - 1 0 F. CENTER LIGHT FIXTURES WITHIN ROOM OR SPACE, Q O Q 738 ACCESSIBLE SINK AND FAUCET-EXTEND FLOORING UNLESS OTHERWISE NOTED 2 ❑ ❑ A BELOW AND PROVIDE INSULATION AT PLUMBING 2 fl O G. INSTALL SMOKE ALARMS INSIDE EACH UNIT AT THE 740 ACCESSIBLE TOILET FOLLOWING LOCATIONS: 1. ON THE CEILING OR WALL 0 < L _ OUTSIDE EACH SEPARATE SLEEPING AREA IN THE LL. IMMEDIATE VICINITY OF BEDROOMS. 2. IN EACH ROOM u I= 1— 741 ACCESSIBLE LAVATORY AND FAUCET USED FOR SLEEPING PURPOSES. i W W > O (f)742 ACCESSIBLE SHOWER CONTROLS H. SMOKE ALARMS WITHIN THE UNIT SHALL BE LUJ INTERCONNECTED AND RECEIVE THEIR PRIMARY w 5 Li_ 0 743 GRAB BARS WITH BLOCKING POWER FROM BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACKUP. 0 CO 749 FULL HEIGHT LINEN CABINET w 0 = W I. INSTALL CARBON MONOXIDE ALARMS IN EACH BEDROOM OR WITHIN 15 FEET OUTSIDE EACH 0I— z 750 4"SOLID SURFACE BACKSPLASH BEDROOM DOOR. CARBON MONOXIDE ALARM MAY BE CO H., COMBINED WITH SMOKE ALARM IF LISTED AS Ce co I/ COMPLYING WITH ANSI/UL 2034 AND ANSI/UL 217 AND MLEETS ARMS THE OTHER REQUIREMENTS FOR SMOKEACl ce O }- A A A - INTERIOR ELEVATIONS: ,, CD - ,_ ,. .SOFFIT ONLY AT'• _= •-' .- - • ' • • , ' -s, UNITS:-(1,01 & 107), ' - : - *::-,;•,. A. PROVIDE BLOCKING AT ALL GRAB BAR LOCATIONS. 2 PROVIDE BLOCKING AT ALL TYPE B UNITS FOR FUTURE BEDROOM GRAB BAR INSTALLATION. O • B. PROVIDE MIN. 2" CLEAR FROM EDGE OF DRAWER FACE 12 TO PERPENDICULAR CABINET FACE AT INSIDE CORNERS TO ALLOW FOR OPENING OF DRAWERS PAST 742 743 �,72 749 UNIT PLANS-TYPE 5 + a •. CABINET HARDWARE. ' '' LIVING' ' C. ALL CONTROLS AND OPERABLE PARTS (THERMOSTATS, .+_•' ., - -_ ELECTRICAL PANELS, SWITCHES, ETC.)TO BE -' - ;+P • - : B.' . . -F- ' - • ..- ' �,' PROJECT NO. ' INSTALLED WITHIN ACCESSIBLE REACH RANGES: 48" AFF MAXIMUM, 15"AFF MINIMUM. 17055 ,,; ..,_-y A D. PROVIDE ENCLOSURE AROUND RANGE HOOD EXHAUST I DUCT IN UPPER CABINETRY, TYPICAL. FINISH TO MATCl— z 04.29.2019 a • • nA1 '-6"; 7+' INTERIOR OF CABINETRY. T { - .KITCHEN - ''•- �,/ - /� a a .C1'`{ :_ •• / E. UPPER CABINETS AT ACCESSIBLE KITCHENS SHALL BE ❑ REVISIONS: # tl� }/ _•;7,4",6� � • = - +; , Q / /I � INSTALLED SO AS TO ALLOW FOR ACCESSIBLE SIDE W 8 Al• ;STRUGfi:' ■ f— ° ' '. + +- - _ 01 I/ / _ REACH RANGE IN ACCORDANCE WITH ANSI A117.1-2009,2 , A Bid Set 04.29.19 I — = FIGURE 308.3 2. a w + ' '© OCC. 'i Ij - _ _ _ I z B Add. #1 05.20.19 ' Al II, M. ' 1� • ��/ /T//T// /� L� Tom/ T T/ / ,� 1� F. CABINETS AT ACCESSIBLE UNITS SHALL HAVE _ ° - - -, l 111 - �: v ,r.,,\ ,,,_,„.....,_ _\_ ,,,,,, _ - K2 V1 L/1 Z/1 L%1�_ , Z 7:/z /�1 A i�^-II ; OPERABLE PARTS IN ACCORDANCE WITH ANSI •—. 1. - /\r —I A117.1-2203, SECTION 309. :--,:c-•-';'-,'-'-'-•`.'BATH::: -= ,• } 1 : __ . - - , A1 _ r S ta Ua ; j C �J G. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION Li "• F• Al 1 K1 WITH AN OUTSIDE DIAMETER 1-1/4" MIN. TO 2" MAXIMUM- •r 4, ,,.:,,-,!.,;.,. , ., �' THE SPACE BETWEEN THE WALL AND THE GRAB BAR = w �= I • I '" a: I ��11 \�\ -K • SHALL BE 1-112". i- _ \ •-o-. - . 1 I I Q c� I -- - - - .��.. I • I I I H. REFER TO G4.01-G4.03 FOR INSTALLATION HEIGHTS < AND CLEARANCES FOR FIXTURES AND EQUIPMENT. cn: /\ Zio 4\ 5C 5D 4\4>3740 5E 740 ` 43750 741 3 § d BATH ELEVATIONS - TYPE A: UNIT TYPE 5 A8.72 c,_ UNIT TYPE 5 RCP ATIO S BA3 . 05 • %CALE: 114" = 1-0" SCALE: 1/2" = V-0" o z ° UNIT RCP LEGEND: GENERAL NOTES - PLAN: 4' 4_ GYPSUM BOARD CEILING A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS ots GRID GRID THAT ARE MATERIAL TO THE PERFORMANCE OF THE WORK DESCRIBED BY THESE DRAWINGS OR y FAN n OTHERWISE REQUIRE INTERPRETATION SHALL BE/ 33' 1 112" 0, :V. ',• GYPSUM CEILING AT LOWER HEIGHTPROMPTLY REPORTED TO THE ARCHITECT fN WRITING/ 6'-2" 4'- 9" �7 -5112" 9'-2" r 10' -7" ON FORMS AS REQUIRED BY THESE DOCUMENTS. `/411AND. �� p Q, CON 1F _ Al CEILING MOUNTED FIXTURE 1 R ► B. UNIT AREA MEASURED FROM OUTSIDE FACE OF e, EXTERIOR WALLS, OUTSIDE FACE OF CORRIDOR 6A A3.06 A3.01 1G B1 - CEILING MOUNTED FIXTURE WALLS, AND CENTERLINE OF PARTY WALLS."` 4 3 i 4 13 PLUMBING WALL AT `� 1 A I SIM 1 A GROUND FLOOR UNIT ONLY 6B all is C. SIGHT AND HEARING IMPAIRED UNITS SHALL BE O� A �J Cl - VANITY LIGHT, CENTER ON PROVIDED WITH VISUAL FIRE ALARM WIRED TO THE LAVATORY BELOW BUILDING FIRE ALARM SYSTEM AND LOCATED E 4 5 B I {i�-- `� \ 0 ADJACENT TO THE SMOKE DETECTION SYSTEM. A ° s VISUAL SMOKE ALARM !S TO BE PROVIDED. THE SAME 1 A • 111 i (UA1 , r El D1 BATHROOM EXHAUST FAN/ VISIBLE ALARM APPLIANCES SHALL BE PERMITTED TO W RFR 1 1 I II ,_ �� - - .� 0 LIGHT COMBO PROVIDE NOTIFICATION OF RESIDENTIAL DWELLING CZ nes - UNIT SMOKE DETECTION AND BUILDING FIRE ALARM, cc A UD1 IIQ r-- - ;-- �, -i- - ` i BUT MAY NOT BE USED FOR ANY OTHER PURPOSE. I— ° E , I I IIS rTb .c‘i \ HARD-WIRED DOORBELL TO BE PROVIDED. N K_ITCHEN 1 II ' , ' BATH BEDROOM - , 0 U �' T �� E1 LED FAN/ LIGHT COMBO W o cu .. , - - 1 r I ��i \_ �© r-� ' D. SEE BUILDING FLOOR PLANS FOR EXTERIOR WALL n o , \ I I I 11 L 0, \, , ..,, TYPES. DOORS AND WINDOWS. a, • i\ / ' - \ I B E. SEE INTERIOR ELEVATIONS FOR WALL MOUNTED V 1- - i A$72 - - -p- F1 PENDANT LIGHTING ITEMS. € i A $ 303 _ /is I - c/, 3'- 5 112" EQ , EQ 1 5iIA L ,..„ — — `/ / \ I \._____/---'tai Q / RANGE HOOD EXHAUST FAN F. REFER TO ARCHITECTURAL FLOOR PLANS, FINISH o - -o- - DW �l.___\_ \ _ \ I / A FLOOR PLANS, AND BUILDING RCPS FOR ADDITIONAL L I - - F _ \ \ / [ INFORMATION. a �� UB1 N \/ \ SWITCH cc `:1(1,)o _.__ ■ N 7p4 717 G. REFER TO SHEETS G4.01-G 403 FOR REQUIRED Q — �© cO Alik 4> z_ __...1... 1 ' ^ r CLEARANCES FOR ACCESSIBILITY. .,...,., .. ---- m ® SMOKE DETECTOR m Ca lir 4 -1d I " , '1 illi I A I I 11 n I H. ALL INTERIOR DOORS TO BE INSTALLED 4" FROM FACE z c N TYP • : - OF FRAMING UNLESS NOTED OTHERWISE. 0 T-1 1/4" 19'-0" B �� I . I , SMOKE AND CARBON DETECTOR N 14 : a � o � - RCP: C 3N B o i \ b \ / � ' KEYNOTES: x ro A. SEE ELECTRICAL PLANS FOR ADDITIONAL LIGHTING 0 el 0 LIVING ROOM I O LAYOUT. ® J • , F ` I w._- B. SEE MECHANICAL FOR DUCTING LAYOUT IN SOFFITS } -� 3 ), ' W 301 PTHP (...D o e .e 303 ROD AND SHELF, TYPICAL C. REFER TO BUILDING RCPS FOR EXTERIOR LIGHTING Z INFORMATION. Z rb-I I° 0A8.71 B 305 42" HIGH DINING COUNTER D. REFER TO LIGHTING LEGEND ON SHEET A9.21 FOR D ADDITIONAL LIGHTING INFORMATION. N 0 6A GB 311 HARDWIRED DOORBELL,ALL UNITS N I e_ �B' E. WHERE SOFFIT OR CEILING HEIGHT f5 NOTED, FRAME 6.- NIT TYPE 6 (ANSI TYPE } KITCHEN ELEVATIONS - TYPE B: UNIT TYPE 6 704 P LAM WALL PROTECTIbN OUT WITH LIGHT-GAUGE METAL FRAMING BELOW w COMPLETE FLOOR/CEILING ASSEMBLY. Cl) ALE: 1/4" = 1'-0" SCALE: 1/2" = 1-0" m 717 REMOVABLE CABINET- EXTEND FLOORING BELOW Z Q AND PROVIDE INSULATION AT PLUMBING F. CENTER LIGHT FIXTURES WITHIN ROOM OR SPACE, 0 0 UNLESS OTHERWISE NOTEDC 0 G. INSTALL SMOKE ALARMS INSIDE EACH UNIT AT THE 2 O FOLLOWING LOCATIONS: 1. ON THE CEILING OR WALL 0 Q IL OUTSIDE EACH SEPARATE SLEEPING AREA IN THE U 0 IMMEDIATE VICINITY OF BEDROOMS. 2. IN EACH ROOMI— I— USED FOR SLEEPING PURPOSES. W H. SMOKE ALARMS WITHIN THE UNIT SHALL BE W - INTERCONNECTED AND RECEIVE THEIR PRIMARY re > IL a POWER FROM BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACKUP. IV CO CO I. INSTALL CARBON MONOXIDE ALARMS IN EACH 0 = W BEDROOM OR WITHIN 15 FEET OUTSIDE EACH O Z BEDROOM DOOR. CARBON MONOXIDE ALARM MAY BE CO. Ft COMBINED WITH SMOKE ALARM IF LISTED AS W CO r/ COMPLYING WITH ANSI/UL 2034 AND ANSI/UL 217 AND MLEETS ARMS THE OTHER REQUIREMENTS FOR SMOKEAW fX a I— „ I - -' ! - INTERIOR ELEVATIONS: z -ids•'- : . r - "-k !i - :n-s a •-- f.•._� C� A. PROVIDE BLOCKING AT ALL GRAB BAR LOCATIONS. 2 ' i '- PROVIDE BLOCKING AT ALL TYPE B UNITS FOR FUTURE .- 4:`'•-• •, ,,: .`, ,, .. _ . BEDROOM- - z; A • , ,i, Al_ ' ;'`: OCC.' , •�. •; ,j:- , 0 - I .'v•-. . - . — :D1� : . : _ - - . GRAB BAR INSTALLATION. U Hc:)___ ' ' • '• .I. -•4 -"1` `”...'. '• ^:n - - B. PROVIDE MIN. 2" CLEAR FROM EDGE OF DRAWER FACE - I - ,- ; -• - ' '.ls•_ - ': ".BATHROOM,',';•` ' `;:''', , ` , • 61• •• TO PERPENDICULAR CABINET FACE AT INSIDE CORNERS TO ALLOW FOR OPENING OF DRAWERS PAST ;h ;f _ Tom :-,'::;.:,''-;::;-::-,;";;4:,,-;'.- -::::-;-:•`_•:": z':%.,'' - = - = i . . CABINET HARDWARE. UNIT PLANS TYPE 6 - . . •-, - . • S 3' ( C. ALL CONTROLS AND OPERABLE PARTS {THERMOSTATS, ELECTRICAL PANELS, SWITCHES, ETC.}TO BE PROJECT NO. -:r:' \ -.' • I- F+ _ --f' . -.� i AFF MAXIMUM, 15"AFF MINIMUM. 17055 ' ., INSTALLED WITHIN ACCESSIBLE REACH RANGES: 48" :.:=$- .--.-_*7• - � • `r=-- 1. • Al - , , Q :, y • D. PROVIDE ENCLOSURE AROUND RANGE HOOD EXHAUST DUCT IN UPPER CABINETRY, TYPICAL. FINISH TO MATCH o 04.29.2019 i INTERIOR OF CABINETRY. ,- 7 I E. UPPER CABINETS AT ACCESSIBLE KITCHENS SHALL BE 0 REVISIONS_ # ' r- • � INSTALLED SO AS TO ALLOW FOR ACCESSIBLE SIDE li_1=1 o f i L REACH RANGE IN ACCORDANCE WITH ANSI A117.1-2009,? = FIGURE 308.3.2. A Bid Set 04.29.19 ,,:. - l ti ,�'rt. Z B Add. #1 05.20.19 W a 0 F. CABINETS AT ACCESSIBLE UNITS SHALL HAVE X ° ` • . OPERABLE PARTS IN ACCORDANCE WITH ANSI a w • - . - ' ' - A117.1-2203, SECTION 309. w C.J O G. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION 2 • . LIVING • • '•' ' '-. , -: - WITH AN OUTSIDE DIAMETER 1-114"MIN. TO 2" MAXIMUM-1 THE SPACE BETWEEN THE WALL AND THE GRAB BAR i W _ . - ' , , - SHALL BE 1-1/2". H 0 i "ix REFER TO G4.01-G4.03 FOR INSTALLATION HEIGHTS Q Si AND CLEARANCES FOR FIXTURES AND EQUIPMENT. co Z z,, AUNITTYPE6RCP- `� di 2 CALE: 1/4" = 11-0" Z 0 UNIT RCP LEGEND: GENERAL NOTES - PLAN: DA ,► 40.% GYPSUM BOARD CEILING A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS THAT ARE MATERIAL TO THE PERFORMANCE OF THE Stj IANII ��G""F IN �"' WORK DESCRIBED BY THESE DRAWINGS OR GYPSUM CEILING AT LOWER HEIGHT OTHERWISE REQUIRE INTERPRETATION SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING 0 0 ON FORMS AS REQUIRED BY THESE DOCUMENTS. PO. , p, a. MN GRIDI (GRID _ Al - CEILING MOUNTED FIXTURE 2918 4 1 B. UNIT AREA MEASURED FROM OUTSIDE FACE OF rd ` �� 1F EXTERIOR WALLS, OUTSIDE FACE OF CORRIDOR OF 0 / 23'-6" / /v -0-- B1 - CEILING MOUNTED FIXTURE WALLS, AND CENTERLINE OF PARTY WALLS. 10'-7" / 2'-5" , 10'-6" r r i 1 E jA3.01 1G Cl VANITY LIGHT, CENTER ON C. SIGHT AND HEARING IMPAIRED UNITS SHALL BE ' 0 B / _� LAVATORY BELOW PROVIDED WITH VISUAL FIRE ALARM WIRED TO THE • PLUMBING WALL AT 4_ 13 BUILDING FIRE ALARM SYSTEM AND LOCATED E GROUND FLOOR UNIT ONLY B B 1e B ADJACENT TO THE SMOKE DETECTION SYSTEM. A d" E o1 A �'��t:'- / VISUAL SMOKE ALARM IS TO BE PROVIDED. THE SAME LU ". — _ \ �, _ _ _ _ _ 4> H D1 - BATHROOM EXHAUST FAN/ VISIBLE ALARM APPLIANCES SHALL BE PERMITTED TO L • , �' LIGHT COMBO re ro 0 I PROVIDE NOTIFICATION OF RESIDENTIAL DWELLING 303 *LIQ UNIT SMOKE DETECTION AND BUILDING FIRE ALARM, 0 F.. I I II - - - EN • _ \ / BUT MAY NOT BE USED FOR ANY OTHER PURPOSE. o ire I I 1 i� HARD WIRED DOORBELL TO BE PROVIDED. m I III �/ T El LED FAN/LIGHT COMBO LU a 03 BEDROOM I I I II yr BATH. N - D. SEE BUILDING FLOOR PLANS FOR EXTERIOR WALL y LO TYPES, DOORS AND WINDOWS. ~ m • c 3 o10..... li ill a ` \s i 4 5 1r Y = 0 A3.01 J, ° I ' 1 .A I E. SEE INTERIOR ELEVATIONS FOR WALL MOUNTED U m r r - s -� F1 PENDANT LIGHTING ITEMS. I 9 o "' I i F. REFER TO ARCHITECTURAL FLOOR PLANS, FINISH Q o A +�a EQ ' � 6 5 i „ /\ I 7 . \ \ 0 RANGE HOOD EXHAUST FAN FLOOR PLANS, AND BUILDING RCPS FOR ADDITIONAL — 1 A /UA1 Ki / N / \ / I \ / ` / \ INFORMATION. o a • (UB1 ) i4) B "d / \ < > / \ ' / t• \ ( + > / \ $ SWITCH Q o iv 1 3 ,/ / G. REFER TO SHEETS G4A1 G.403 FOR REQUIRED '� \ - 311 > I' )� N 0 I / / f CLEARANCES FOR ACCESSIBILITY. 2 N TYP 1 \ M ® SMOKE DETECTOR Z.;‘- -- (LJD1� l--� ��— \ / I \ / 1 \ / \ Z m I / \ / H. ALL INTERIOR DOORS TO BE INSTALLED 4" FROM FACE c N 6 5 6 4 3Zo ] 0 I Vg c,-) P P \ D / \ D P/ E ® OF FRAMING UNLESS NOTED OTHERWISE. 0 ^� 1 _ A872 '-4" 3-10" �� 6 1 A `~ �� ' _ SMOKE AND CARBON DETECTOR I-,., a5 N - - . . ] S A3.07 7B _' 7 13 A • A �, " RCP: J c, N 2 A ,-, • 7A ' n r KEYNOTES:<> A. SEE ELECTRICAL PLANS FOR ADDITIONAL LIGHTING V co o LID LIVING , - KITCHEN- , ; Ii p { o O - f o ,� LAYOUT. ,� � � � - w �� yr/my I N / II - I B. SEE MECHANICAL FOR DUCTING LAYOUT IN SOFFITS. rr�� 301 ` `' A L i / N - = I 11\ 301 PTHP V N - - - PLUMBING - - - o + REF _- �r' - i WALL AT N - / / _ I . C. REFER TO BUILDING RCPS FOR EXTERIOR LIGHTING Z - + 'r L ALL LEVELS / / \4 / 303 ROD AND SHELF, TYPICAL INFORMATION. ins I -_��- 1 ,.....• .�Y D. REFER TO LIGHTING LEGEND ON SHEET A9.21 FOR D �J I I `N Ii i_„ , =IL I, I I 1 \ I 311 HARDWIRED DOORBELL,ALL UNITS ADDITIONAL LIGHTING INFORMATION. «� O 11'-7 114" I CV B A (-5 A 704 P-LAM WALL PROTECTION E. WHERE SOFFIT OR CEILING HEIGHT IS NOTED, FRAME N ~ LLI OUT WITH LIGHT-GAUGE METAL FRAMING BELOW CD �s.7� COMPLETE FLOOR/CEILING ASSEMBLY. Z m 7A 7B F. CENTER LIGHT FIXTURES WITHIN ROOM OR SPACE, O 0 < UNIT TYPE 7 ANSI TYPE 'B' KITCHEN ELEVATIONS - TYPE B; UNIT TYPE 7 UNLESS OTHERWISE NOTED E 0 ty G. INSTALL SMOKE ALARMS INSIDE EACH UNIT AT THE 2 cC 0 SCALE: 114" = 1'-0" SCALE: 112" = 1'-0" FOLLOWING LOCATIONS: 1. ON THE CEILING OR WALL 0 u_ OUTSIDE EACH SEPARATE SLEEPING AREA IN THE 0 0 Q IMMEDIATE VICINITY OF BEDROOMS. 2. IN EACH ROOM USED FOR SLEEPING PURPOSES, I- W W > O 0) H. SMOKE ALARMS WITHIN THE UNIT SHALL BE W INTERCONNECTED AND RECEIVE THEIR PRIMARY LL POWER FROM BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACKUP. ) U) CO ct I. INSTALL CARBON MONOXIDE ALARMS IN EACH 0 I W BEDROOM OR WITHIN 15 FEET OUTSIDE EACH 0 I— Z BEDROOM DOOR. CARBON MONOXIDE ALARM MAY BE CO COMBINED WITH SMOKE ALARM IF LISTED AS re Co COMPLYING WITH ANSI/UL 2034 AND ANSI/UL 217 AND MEETS LARMSHE OTHER REQUIREMENTS FOR SMOKE 0 re O }- 6) H 0 z - INTERIOR ELEVATIONS: T D 2 f - Cl:.'"•,-'1•:--;.;;:::•:•-:` A. PROVIDE BLOCKING AT ALL GRAB BAR LOCATIONS. 2 -�;ti_;.,_ • :. ;;i :_ _ ,` :, :'_-: PROVIDE BLOCKING AT ALL TYPE B UNITS FOR FUTURE h •BEDROOM `•5t "t. BATH :=• :; I 47 . _':: GRAB BAR INSTALLATION. 0 ' .- ' ' - ; - • ' - •- ' ' - :', .... .:• ;.",,'''::,--' .GCC- -a;H,;w'r:' B. PROVIDE MIN. 2"CLEAR FROM EDGE OF DRAWER FACE • :•.: '• • {•D1':• + TO PERPENDICULAR CABINET FACE AT INSIDE '.r CORNERS TO ALLOW FOR OPENING OF DRAWERS PAST CABINET HARDWARE. UNIT PLANS -TYPE 7 I 1, , - - . - • • •-- C. ALL CONTROLS AND OPERABLE PARTS (THERMOSTATS, = ELECTRICAL PANELS, SWITCHES, ETC.)TO BE PROJECT NO. INSTALLED WITHIN ACCESSIBLE REACH RANGES: 48" • B ® - A1; A1, ' AFF MAXIMUM, 15"AFF MINIMUM. 17055 D. PROVIDE ENCLOSURE AROUND RANGE HOOD EXHAUST - • - . -- DUCT IN UPPER CABINETRY, TYPICAL. FINISH TO MATCH o 04.29.2019 INTERIOR OF CABINETRY. . ' /,`� : E. UPPER CABINETS AT ACCESSIBLE KITCHENS SHALL BE D REVISIONS::::# . •LIVING INSTALLED SO AS TO ALLOW FOR ACCESSIBLE SIDE o � '�• REACH RANGE IN ACCORDANCE WITH ANSI A117.1-2009,2, E. A Bid Set 04.29.19 ;i; FIGURE 308.3.2. ✓j- a wB Add. #1 05.20.19 ` zD ` ��"- ' -'• \ - F. CABINETS AT ACCESSIBLE UNITS SHALL HAVE o STRUCT` _ OPERABLE PARTS IN ACCORDANCE WITH ANSI ' - '' ''-'' -'.:111.°i �, ' - .-• - ' . ' . ' : A117.1-2203, SECTION 309. '- :. �, Al Al , I o Z '" Uo G. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION,ct) cc •-• • KITCHEN • - WITH AN OUTSIDE DIAMETER 1-114"MIN. TO 2" MAXIMU . THE SPACE BETWEEN THE WALL AND THE GRAB BAR i _. ' ' ' • • • .. SHALL BE 1-1/2". Q . H. REFER TO G4.01-G4 03 FOR INSTALLATION HEIGHTS Q'a H ,1 AND CLEARANCES FOR FIXTURES AND EQUIPMENT. U) z Z°o w J B < U 2tii ?I UNIT TYPE 7 - RCP ° SCALE: 114" = 1'-0" z k o GENERAL NOTES - PLAN: D<41° C► B B A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, tb414t4 UNLESS OTHERWISE NOTED. el 73$ 735 N n N ` Y 514 • B. FURNITURE IS SHOWN FOR REFERENCE ONLY. NOT IN PO A CONTRACT, UNLESS OTHERWISE NOTED. • so , D' QON --10,--- j\ /� *.% ' C, REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL 2918 INFORMATION. 4°OF (05$ c� 1 I il > " ' " j X • /\ 1 / ...,I1,-- c U [1 _ U E.,\ I�1 ' `rll ' yy ` - INTERIOR ELEVATIONS: \ , 7 1 , I I . I I I I , I U , I 1 I 7 -I f _ I I i 1 r/ / \ I I I ' 1 1 1 11 I I I 1 III I 1 I 1 1 1 I 1 N b 13 I j 1 .1 1 I I j I I I I L _l I �` I 1 L A. PROVIDE BLOCKING AT ALL GRAB BAR LOCATIONS- E / s--- J----- s� N a O I I • �� '� �••■•■I ;I`� ;i(1\ if 1\ ,f>I\ r 1 i 1 � PROVIDE BLOCKING AT ALL TYPE B UNITS FOR FUTURE \ / o 00 ,; = ; �� — tt ,� - I GRAB BAR INSTALLATION. LV ,; LL' -co _BELow: / I _ 0 N ; \:/ \_/ \/ B ■ 1/ 1.1.1111; B. PROVIDE MIN. 2"CLEAR FROM EDGE OF DRAWER FACE cc 1 - gin_ A '��- _�- TO PERPENDICULAR CABINET FACE AT INSIDE o CORNERS TO ALLOW FOR OPENING OF DRAWERS PAST I— 11 10 1 A • 736 736 76 CABINET HARDWARE. L.) (I) 737 La‘157co 1 A A8.72 SIM. �8.7y A8.71 B 2A A8.73 2B 2C 2D C, ALL CONTROLS AND OPERABLE PARTS (THERMOSTATS, I— o " ELEVATION - COMMON AREA KITCHEN ELEVATION - COMMON AREA KITCHEN ISLAND INSTALELECTRICALDWITHELS, CESSIBLSWITCHES, EAC }TONE ! o 3 INSTALLED WITHIN ACCESSIBLE REACH RANGES: 48" = a AFF MAXIMUM, 15"AFF MINIMUM. (,} SCALE: 1/4" = 11-0" SCALE: 1/4" = 1'-0" rt o D. PROVIDE ENCLOSURE AROUND RANGE HOOD EXHAUST -0 -o DUCT IN UPPER CABINETRY, TYPICAL. FINISH TO MATCH m INTERIOR OF CABINETRY. o a E. UPPER CABINETS AT ACCESSIBLE KITCHENS SHALL BE Q cc _" f, _5112" INSTALLED SO AS TO ALLOW FOR ACCESSIBLE SIDE o 728 720 REACH RANGE IN ACCORDANCE WITH ANSI A117.1 2009, _ t FIGURE 308.3.2. ap Z CD "Ln _- _ - 23 . F. CABINETS AT ACCESSIBLE UNITS SHALL HAVE 0 ' - -- — OPERABLE PARTS IN ACCORDANCE WITH ANSI I— m N �■■■■■ ' �. A117.1-2203, SECTION 309. LU - N i 1 01.- � -` '` J o M J G. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTIONS I N �� ` WITH AN OUTSIDE DIAMETER 1-1/4" MIN. TO 2" MAXIMUM. �., Q o r� 11 ',\.\ rii \ THE SPACE BETWEEN THE WALL AND THE GRAB BAR o r cn A3, SHALL BE 1 112 0 ao Ln AA - N } �r7 47-,,,,--„„--/- _/7,.-7 7/7-7 J) �1I ■I 2D _ _ — __ __ \-------, ow- - -c/1c/.fc/2-.L.%.,/ 1-L/1 /�_/L_J 111111M� H. REFER TO G401-G4.03 FOR INSTALLATION HEIGHTS + D ® II . I . / AND CLEARANCES FOR FIXTURES AND EQUIPMENT. 0 \". 1III z f • ..1 if r,oti. 2.. , o .. 3-1' �� 726 719 727 746, 44.> KEYNOTES:O 1 1i i — -\ — - -"A,1 q 0 N = `2A p31 , 3A 3B 3C'. 3D 1 308 ROOM DIVIDER (ALTERNATE#5) I`. W 2CCD A3.11 _ ` _ - ` ELEVATION - COMMON AREA RESTROOMS 719 TOILET PAPER HOLDER N r m - i ooQ .';,\:\ \ l ,4 SCALE: 1/4" = 1'-O" 720 WALL MOUNTED VANITY LIGHT Q N. ti •l 724 4'-0" HIGH P-LAM WAINSCOT O � � _ _ � o < LL 1 2B l � RFR � �, 726 TOILET SEAT COVER DISPENSER U .pt �t 1 5 �., 727 SANITARY NAPKIN DISPOSAL W W 6 A3.11 _ V, \ — \ l - III 4 1 728 SOAP DISPENSER 1.11 00 COMMUNITY �� r�� ROOM 735 SUBWAY TILE BACKSPLASH V (/) CO Ct 132 1 1 - ry° 736 BOOKSHELF _ W - ��' CLOSET 1 }` t'I ! ` 737 DROP IN RANGE 0 co Z �, A A cfl ~ VS, 135 \L1355_ QEt ' r- - - I - 1 7' .. s -6. "`- d- 738 ACCESSIBLE SINK AND FAUCET EXTEND FLOORING _ M BELOW AND PROVIDE INSULATION AT PLUMBING W cn a. Bp "� -\ b "� i�`� J i 4 51 • - �� 740 ACCESSIBLE TOILET 0 I t 1i A `� 1_ F_" 38 1 A 4, • { ' ' 'I } +, w(+ l J6 �- ,' TRASH ', , 744 BUILT-IN DESKTOP Z )\ �� 3A A3.1173C �--r- 134 �, 1 r 125 �, 0 1 N �, \ 746 RECESSED PAPER TOWEL DISPENSER AND TRASH BIN 2 t A 3D H - -- ." -• 2 744 <136 2 © ' 747 BABY CHANGING STATION Y', i A8.72 \ A8.72nip O 6\5,....r.r..... - - 1` 6 5 4A 4B U 1..... N s►15 , \ -->' 1 _A, + ` CQRR �� , ELEVATION - COMMON AREA DESK LEGEND. ENLARGED PLAINS iii` ii: \\L l l 126 , �; 11 4'-71/2" SCALE: 114" = 1'-011N ao, } 6 � al o N . WALL ASSEMBLY TYPE - PRIMARY COMPONENT ',' `' �la ��+ ( 65 `�' LETTER: EXT. WALL TYPE 22 112" STUDPROJECT NO. y 4A S 3 6 5 �t � 1 - NUMBER: INT. WALL TYPE 3 3-1/2''STUD 17055 I 5 5-1/2 STUD 1 - 1 \ 7 7-1/4" STUD l 4B , �I- - - - -, -\- ` - r I STOF,p 9 9-1/4" STUD ti l M S + •T 13 5-112"AND X o 04.29-2019 WC, , A 1 4 + fi 124 124 DESIGNATOR 7-114" STUD r n I ' H • 4. 'x,33 I E0 Com'} - y t ' ' I A 6" CONCRETE o REVISIONS: # � 6 5I � 6 5 # , _ ` -- t ,� -` � r # B 8" CONCRETE � o c� f 1 A \ ilb t �� - i� - EE A Bid Set 04.29.19 1 - X SEE ASSEMBLY }1� s B Add. #1 05.20.19 [ 92 I2A z ° B I 1'`'' 1 T\\,____ ..! ,r - - �'Y 6 © ' 11 - I -£ 1- �� _ lr + - , - I - 1 A 1!2" �, 4I . - —\ ` REQUIRED FIRE - WALL INSULATION Q o y,■ - �,- _ 51l2_ , RESISTANCE RATING 1- - t _- - " - NON-INSULATED Q -- a'-2112 NON-RATED A ACOUSTIC Lu \I T-1' 23 " 6 7 0 _ 1 1 HOUR T THERMAL* Q D �� 1 _ 2 2 HOUR z F - -- 3 3 HOUR * FOR THICKNESS a AND R-VALUE, SEE w a ASSEMBLY TYPE Q 1E co = z �, ENLARGED PLAN - COMMON AREA Q U A3 • 1 1 < 6 �_,, SCALE: 1/4" = 11-0" z ° GENERAL NOTES - PLAN: Akee sto 4:0:,,,i6 A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, 0 1..--ti UNLESS OTHERWISE NOTED. ltIAND. NB. FURNITURE IS SHOWN FOR REFERENCE ONLY. NOT IN CONTRACT, UNLESS OTHERWISE NOTED. • • D, 0 BON 20'-0" C. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL2918 Q INFORMATION. ['� 2 � 9'-9112" j � �� V (46.0,3y / a - - - BIKE _• n n r__000 022-_i �aaa^_, roan__, U-- 9 A up ROOM = r--1 „ r__111 r__, : ; r__� - INTERIOR ELEVATIONS: a 7 9 �© ' : 9 I I W 1 11 I W 1 1 1 1 ID 1 1 1 •1 D 1 1 to 2 A ©� 1 gm 221 IL__JI IL__J11L._.-JI IL__JI w X03B .----u Tr Tr----- 1 A. PROVIDE BLOCKING AT ALL GRAB BAR LOCATIONS. IX @ -•� 1:1 ,� PROVIDE BLOCKING AT ALL TYPE B UNITS FOR FUTURE _c .2 ..._\,, 1 •---.._..I • � _ t 1 �� GRAB BAR INSTALLATION. o I1ff e• \A8.720 �, _ : 1 \ L ° B. PROVIDE MIN. 2" CLEAR FROM EDGE OF DRAWER FACE V L - / - TO PERPENDICULAR CABINET FACE AT INSIDE w 0 ca 1 A 1 B CORNERS TO ALLOW FOR OPENING OF DRAWERS PAST I--- N A,. , i „ , .. , - „ - -.... ,\ i .±N, �, CABINET HARDWARE. — ) 1 2A A3.12 ELEVATION — LAUNDRY ROOM (L1 —L4) i _ • 3 I N I )t' f _ I _ - C. ALL CONTROLS AND OPERABLE PARTS (THERMOSTATS, 0 v bN a0 SCALE: 1/4" = 1-0" ELECTRICAL PANELS, SWITCHES, ETC.)TO BE II o / / ©© • - 5 = 4 5 INSTALLED WITHIN ACCESSIBLE REACH RANGES' 48" Q -a ©� ° _,•-, 2 A ••= B A ~� 1 A AFF MAXIMUM, 15"AFF MINIMUM, m ; _ ' - 704 h- A I , . „" - " _ .._. _ . Q. PROVIDE ENCLOSURE AROUND RANGE HOOD EXHAUST Ce c, \ l l , Q N - '_ \ DUCT IN UPPER CABINETRY, TYPICAL. FINISH TO MATCHcli Q o `-' ED I ° I ° 1 ` /� I = I I INTERIOR OF CABINETRY. o — JI A 2 A I "' E. UPPER CABINETS AT ACCESSIBLE KITCHENS SHALL BE Z -1A_1 - ,_ 1- - - - -' 1 INSTALLED SO AS TO ALLOW FOR ACCESSIBLE SIDE c / I I I I 1 1 1 1 1 1 i 1' 6"TYP � 1, REACH RANGE IN ACCORDANCE WITH ANSI AlA117.1-2009, Ae r 1 A3.12 li 4 I III I r ( 222 )2 ) _ FIGURE 308.3.2. H N 1` I I I, 1 I/I 2 A �_ I 1 A I C� F. CABINETS AT ACCESSIBLE UNITS SHALL HAVE co .-•1 o 1. r 1 OPERABLE PARTS IN ACCORDANCE WITH ANSI C 3 N - A117.1-2203, SECTION 309. '� 1 1B .I I I I I 6 5 I r-- -� T_-- --1 6 I A �D Q Q 0 O 1 A i i II H ii i ` U co Lr, I D HD H W I I IAN 1 Al -Ly 1 °� G. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTIONS ,✓ _ 1 ___ ii ___ 11 - - c4 WITH AN OUTSIDE DIAMETER 1-1/4" MIN. TO 2" MAXIMUM. - * .11 °n i - ' THE SPACE BETWEEN THE WALL AND THE GRAB BAR 0 \v - CI - I. - i1 LAUNDRY Z 2 3 4 5 JANITOR SHALL BE 1-1/2". 0 H. REFER TO G4.01-G4.03 FOR INSTALLATION HEIGHTS ' 223 12'-3" - 1 A 222 7 _ 9„ I AND CLEARANCES FOR FIXTURES AND EQUIPMENT. C/) 1 i# / / c° 0 2A KEYNOTES:<> � O' � LAUNDRY CORE ELEVATION — BIKE ROOM (L1 —L4)ENLARGED PLAN LEVELS 2 4 < 1 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" O 306 FLOOR DRAIN 2 0 Q 704 P-LAM WALL PROTECTION 0 O � L.L.C 748 ACCESSIBLE SINK AND FAUCT- PROVIDE INSULATION AT PLUMBING �/ f— < W >; CC W 3 5 8 w 0 - y- y--- y- y---- (---/ y---/ y--/ v--/ A o co 20'_0" _22'-3 112" I 1 1 9'- 9 1/2" '-1" 12'-8" 8'-6 1/2" �' lr 1� J l� 0 = W , 0 1 A6.03 �� 1 A I 1, , _ 0 c Z . , _. : : : : , „ ., . -.--.2,1_, . ,_. ,,,--. •w-:, 1 ft - , . • _ >°`: _ , � 0 Q BIKE • • • • 7 9 A , 7 5 • 9 ROOM ,\ a Ce 0 B 5 1 i.— 1- ° } 2 A 2 A 11211: 4 II.; .,..f..... r i I -I _ W�--� � , I I _ I T"" 0 9 10 2 1 � \ \ �� 1 I 415 cc �� LOUNGE 1 I A A8.72MP G © I _ \ N. 1361 _ 3A 0 I — I , -1I • _ 2A A3.12 ELEVATION — MAILBOXES & BOOKSHELVES m 03 I - 1 N _ • 4A A3.12 I co ` SCALE: 114" = 1'-0" LEGEND: ENLARGED PLANS 7 5 7 5 5 - �N - • 12 A 2- A " = / q O\ - . ' - A3.ti2 " WALL ASSEMBLY TYPEPRIMARY COMPONENT A ,� BI E 704 I LETTER: EXT. WALL TYPE 2 2112" STUD PROJECT NO. --- I. -NII• . ° ° iii - 1J RO• ; NUMBER: INT. WALL TYPE ir 3 3-112" STUD 17055 - ; • �� • I • 1� •137 5 5-1/2" STUD HBOct. 6 5 \ , 7 7-1/4" STUD 1A �I - T - - - ` a _ _ 93 5-112"AND X o I 1 I`, III I ` , r ~` 1'-6" TYP. DESIGNATOR ,- 04.29.2019 11 r 111 I - t A3.12 I 1 1 1 - 122 I, 7 114" STUD 4 ��• L 9 2 -111111 --r----- 1 / A 6" CONCRETE p a o I / I 1 I - J :� 8" CONCRETE w 1 I I 2 A `900 __ =__-=_ a # o REVISIONS:. # Ni,_�1 .y 1B I H � \ . - [ Z I -- - -_t -- — $2o X SEE ASSEMBLY A Bid Set 04.29.19 • 6 `� I 111-'----r[ 11 _~ r i `�~ Q o I Z =aj B Add. #1 05.20.19 •- H11 11 15 • b _' o w o 1 A I D ii D ii W ii _W_�_ • 1-A - , I a ji r— — = REQUIRED FIRE - - WALL INSULATION E -I o ff LAUNDRY JANITORIJ 1 • RESISTANCE RATING NON-INSULATED a NON RATED A ACOUSTIC _ w � ©© 4 5 6 5 1 1 HOUR T THERMAL" ¢ S I 1 2 2 HOUR 2 w 123 12'-3„ OE 1 A 122 7 _ g„ / ! / 4'-6" / 4'-6" 5'-0 112" 3 3 HOUR " FOR THICKNESSjt, AND R-VALUE, SEE w a ASSEMBLY TYPE Q ci 4A o o - ENLARGED PLAN — LEVEL 1 LAUNDRY, BIKE ROOMS AND LOUNGE _ ELEVATION — BIKE ROOM (L1 ) cl cl 2 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1-0" iii r A3 . 1 2 , 0 ,_ z ° GENERAL NOTES:- PLAN: 4 `DA ' IV A. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, UNLESS OTHERWISE NOTED. IAN p. , . i N C) III 4 ��i i. 4 B. FURNITURE IS SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT, UNLESS OTHERWISE NOTED. S 0 s'-o" s'-o" ' f ' ' 1, 0' 60W / / C. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL 2918 S 4INFORMATION ?�7 ryOF eits' iit 4 I - " .--. .----- ..._-. - . , , .. 1--+ 1-1 225 ,, 425 - INTERIOR ELEVATIONS: a LU ,.. , STOR STOR A. PROVIDE BLOCKING AT ALL GRAB BAR LOCATIONS.iNi 3 (e ca 225 I 1 -42j • PROVIDE BLOCKING AT ALL TYPE B UNITS FOR FUTURE _. I5 14 f S ii GRAB BAR INSTALLATION. A oo• ,� I 1 LA1 ~ B. PROVIDE MIN. 2" CLEAR FROM EDGE OF DRAWER FACE 6 © Ella ~ ,_ 6 5 .._• 1:113TO PERPENDICULAR CABINET FACE AT INSIDE LU o E0 : © _ 5 4 112 -• 1 - . ©a 5'-4 1/2" CORNERS TO ALLOW FOR OPENING OF DRAWERS PAST F ti " N-- ,/ < j • CABINET HARDWARE = o 9 2 fr1 & \• - . .� �© 4 5 r 1 9 1 2 4 A 8 5 I C. ALL CONTROLS AND OPERABLE PARTS (THERMOSTATS, V 71) c, 2 - I ©a 1 r, 1 21 - l 1•r 2 - '-e ELECTRICAL PANELS, SWITCHES, ETC.)TO BE re 0 k " N, I INSTALLED WITHIN ACCESSIBLE REACH RANGES: 48" 1 -,., .211 AFF MAXIMUM, 15"AFF MINIMUM. Q _ I ,.. S A ,r � co '9 5 I FPin t1 F co! }-} I CV 8 5., � _! D. PROVIDE ENCLOSURE AROUND RANGE HOOD EXHAUST iX a _ EQUIP. � DUCT IN UPPER CABINETRY, TYPICAL. FINISH TO MATCH Q o STOR ROOM I INTERIOR OF CABINETRY. I — N 224j -e A L 424 I A E. UPPER CABINETS AT ACCESSIBLE KITCHENS SHALL BE Z 1 6 r 5 I , 6 • I 4 5 INSTALLED SO AS TO ALLOW FOR ACCESSIBLE SIDE c N 1 - I - - , r 1 e 1 A REACH RANGE IN ACCORDANCE WITH ANSI A117.1-2009, ; FIGURE 308.3.2. II- '' N Lo 415 L N N 1 224 i 1 IAK 424 F. CABINETS ATACCESSIBLE N T HALL J o m C 5U ISS HAVE v OPERABLE PARTS IN ACCORDANCE WITH ANSI Ce N 1 A117.1-2203, SECTION 309. Q o in c° -I U o M 9 2 = 19 2 G. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTIONS `o 10 __ - - ` C l 2 A 2 .A WITH AN OUTSIDE DIAMETER 1-114" MIN. TO 2" MAXIMUM. E . I = - E THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2". In \ - , , - -- - \ - - - - - - t z B �- , I , H. REFER TO G4.01-G4.03 FOR INSTALLATION HEIGHTS Z A AND CLEARANCES FOR FIXTURES AND EQUIPMENT. CJ) 1 6 0 I 6 5 D ,I E0 1 - Cr) O N = 1 KEYNOTES: X W °' J ENLARGED PLAN - LEVELS 2-3 SERVICES - •� ENLARGED PLAN - LEVEL 4 SERVICES i z m 1 .• SCALE: 1/4" = 1'-0" 2 1 SCALE: 1/4" = 1'-0" O 0 304 EXHAUST SHAFT, SEE A6.04 FOR ENLARGED PLANS AND SECTIONS C 2 o 309 5 SHELVES 0 Q LL. W CL u) W � O r1 Y LL ❑ U Y CO 0 = W o ma ? wU) Ceo ?- a) I- 0 Z 4 D 2 22'-2 112" C i 5-6" 5'-5112" e r 0 1 e EMI 0 cbr , 1112I I ---- LEGEND: ENLARGED PLANS in - - " - re) ` !r — — -_ - - - II WALL ASSEMBLY TYPE PRIMARY COMPONENT 149 1 =� I_ LETTER: EXT. WALL TYPE 2 2-1/2" STUD PROJECT NO. , �130B� i 1I3 •� 1 3 i �131B� _ NUMBER: INT. WALL TYPE 3 3-112" STUD 17055 4133 ' - I - � 1 - - 5 5-1/2" STUD I i n - / 7 7-1/4" STUD I i L'' 9 9-1/4" STUD N J L 13 5-1/2"AND x o 04.29.2019 ,_'1 I. ©© e 5 DESIGNATOR -, 7-1/4" STUD - OFFICE EC OFFICE A ~ 130 \ I x 1 # 1 B 8" CONCRETE 6"CONCRETE o o REVISIONS: # - 1 -_ Z A Bid Set 04.29.19 f3 5 3 13 7 5 X SEE ASSEMBLY a � 1 A 1 AI 21A tau o K130C, 2] I` , A� REQUIRED FIRE - WALL INSULATION Q z - - - �- - — - - I I III ' • RESISTANCE RATING _ NON-INSULATED S.) - NON-RATED A ACOUSTICLL cr I I A 1 1 HOUR T THERMAL* Q 2 2 HOUR i F 3 3 HOUR * FOR THICKNESS i- s AND R-VALUE, SEE w % ASSEMBLY TYPE Q gc CO 0 ENLARGED PLAN - OFFICES SCALE: 1/4" = 1'-0" U ii !Li1 3 ' A3 U zlo __� GENERAL NOTES: A, Dilk k A1 / © C : ( D ) ( E i ( r 1 (\ G ) � H ) ( I ) ( J A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S} 'iv 1:41.11 Y _- �_ THAT ARE MATERIAL TO THE PERFORMANCE OF THE �� , - N 4 1 WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR )► Ami 1 SIM SIM © I a 4 04 OTHERWISE REQUIRE INTERPRETATION SHALL BE A5.11 I 405 A5.02 411 A5.02 . 410 • A5 12 PROMPTLY REPORTED TO THE ARCHITECT IN WRITING • t. - ON FORM REQUIRED BY THE CONTRACT DOCUMENTS T.O. PARAPET 1 cv �18 il Nig D, 0- GOND • I , . 48 -fi ' -. - / - 1 17 B. REFER TO ENLARGED ELEVATIONS AND WALL SECTIONS [�� - 7 � T.O. PARAPET 2 '' � � � / I � I FOR ADDITIONAL INFORMATION. 46' -0" 1 7 D 6 (12ii‘ I p L, B.O. TRUSS ,...._____ �t3.21/ I I C. NOT ALL APPURTENANCES MAY BE INDICATED. "L1 + CONTRACTOR TO COORDINATE SIZES, QUANTITIES, U .,... ___ . ..._ _ 41' fi" LOCATIONS AND TYPES PRIOR TO COMMENCEMENT OF . . ____ . . WORK E iLc .. �1 ±1L_____ I ' 10o o j 1 A8.21 LD. PAINT ALL APPURTENANCE BLOCKS AND ASSOCIATED W En - I I T METAL FLASHING TO MATCH ADJACENT SIDING OR TRIM. cc m F.F. FOURTH FLOOR , i i -# 0 _ _ _ _ _ I _ _ _ - E. PAINT ALL METAL VENT COVERS TO MATCH ADJACENT � o -' 32' -6" - - SIDING. PROTECT AND CLEAN OPERABLE PARTS TO V " ENSURE PROPER FUNCTION. r, - i W m i { L1E ' I F. GUTTRSANDDOWNSPOUTSTOBEPREFINISHED �I III1AIi i i Vil i — a _- 1 (�FF. THIRD FLOOR � - 22' -3" Ce o Q - i 7� i t � i i I I i , � 1 o I1 1 --k II[ I ill, h--- Lii 5 -' , rim , 41 i F.F. SECOND FLOOR --- I �. a .. -- _ _ - .------ - ..__ _ _.. .m I , I I0 N T . - .‘i. O .I I I - - -- - - - \ _moi \ fi• l W :0-5- f ZV 4I 4 I \H$-237 � z re rsiI AES — a I I ~� T _ ._ i ____ i _p_ _, V co co LoLo F.F. GROUND FLOOR , - �� 1d- ,b— 7 I -----,—. —,-----. a • i 11 KEYNOTES {/'R] c' `41 403 413 4 416 -I 1 e 1 Z ,�- F.F. BASEMENT L - 1,1 _ - �� 401 METAL PANEL SIDING j _ l -9, 0" -I-' I 1 Pi 1 II i 402 ARCHITECTURAL METAL LOUVER AT PTHP, TYP O 1- 402 413 r T N �/ 403 ALUMINUM STOREFRONT GLAZING W 1 mimi I CO J /*VEST 1405 METAL TRIM Zf: Ca ELEVATION I 1 OCALE: 1/8" = 1 -0" I 1 408 FABRICATED STEEL SUN SHADE WITH WOVEN WIRE O ❑ , � - , ��- . I -._.I MESH 0 �/ ( 1 ) t2 ) ' 3 ) ( 4 ) ( 5 6 : ( 7 8 ) ( 9 , (� 10 ) � 1 'Ii � � O 409 FIBER CEMENT LAP SIDING WITH THREE EXPOSURES O Q LL T" r r� V T 410 FIBER CEMENT LAP SIDING, 4" LAP V Q w LI- 2 Wco 408 412 410 A5.01 A5.01 417 401 <410 I 411 THROUGH WALL FLASHING W >- II I- E 1 __.. -, T.O. PARAPET 1 c� I _II 1 I� 412 PREFINISHED METAL FLASHING CAP - _ _ _ LL II I 413 BOARD FORMED APPEARANCE EXPOSED CONCRETE T.O. PARAPET 2 i �/ W 1 46' -0" F - - AT = __ V I W 414 TYPICAL CONCRETE FINISH 0 Z r B.O. TRUSS t: = .. _ = - . H Jr' 41' -6 - --- i r=� _ �•. . - I 415 WOOD OR COMPOSITE T&G SIDING: STAINED CEDAR, u- iLII ,_ I fOR RESYSTA COMPOSITE Q , , .- -T 10 r-i-„, _ A$ _ .- :1 �, . u) 0_ 1 ' , __ ,,,,,,.2„ ___ _ 21/ 416 ALUMINUM STANDOFF LETTERING BCe — I — L o 417 DOUBLE GLAZED VINYL WINDOWS a� C F.F. FOURTH FLOOR . --I _ a L' 32' 6" I j i --_ Z { ' ! y .� 418 ADDRESS DECAL, 4"MIN. -- D M k.�._. 1 i111 _ r_\ _ _ _ CC 1 0 \ 7 i. ;j �A8.22 I cG # 1 1' F.F. THIRD FLOOR \, - --... :_ 1 - I I -' 22' 3" --- -I i 1 I - --- ---. LEGEND: EXTERIOR ELEVATIONS ch 7I I o , 3,ii in , is , I �A8.23, - FIBER CEMENT LAP SIDING . ; - I 1 - � PROJECT NO. W F F. SECOND FLOOR I 17055 , - FIBER CEMENT LAP SIDING 12' 0" 4' r � �;$ ;• - VERTICAL T&G WOOD SIDING x a II 04.29.2019 � l N ��~ '� I I i METAL PANEL SIDING p a REVISIONS: # 1IMI im II - - w - T -: -- - LOUVERS A Bid Set 04.29.19 F.F. GROUND FLOOR ., / -I cw, B Add. #1 05.20.19 r` 0' -0" iii 0 a / .r 1 �— f �". I I , BOARD FORMED CONCRETE _ Pc mil eaUJ 0 r. ► N'''' . r s -nr CONCRETE U 2 _ I I 1 I I I I a �, 8 F.F. BASEMENT I . • . - ./ `� a. ,/ ,`'� ' . o e I I I 1 I 1 11 I I '- l -n - - - - - -- - - _"L Z _ ._._ _J Qi - , rt 1 1 I Q U LUJ i Q G Co 7 413 414 403 415 `4 022 ] . z et - B i SOUTH ELEVATION C o > a .CALE: 1/8" = 1-0" z o J H �, G` ) ~F ` 1 E D C B .,) A i GENERAL NOTES: 02,,,*( D c r Y i 1 A. ANY OBSERVED. KNOWN, OR VERIFIED CONDITIONS(S) ICA � A a 1 1 _ © ! THAT ARE MATERIAL TO THE PERFORMANCE OF THE s N n 409 414 412 411 417 ►► WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR in A5.02 I I A5.02 OTHERWISE REQUIRE INTERPRETATION SHALL BE T O. PARAPET 1 N PROMPTLY REPORTED TO THE ARCHITECT IN WRITING 48' fi" �T • —__ 141 _ - -- ON FORM REQUIRED BY THE CONTRACT DOCUMENTSA , . D, Q G0N 40 -1 T.O. PARAPET 2 • -.-.:�I _... - __.— _ -- -- --- 2918 4 L 46 0 I I - — —.. B. REFER TO ENLARGED ELEVATIONS AND WALL SECTIONS �`d ____....._._ ._... '� FBE INDICATED.OR ALDDITIONAL EINFORMATION til . B.O. TRUSS C rOF 00 _. 4Ir - _ 1 r- CONTRACTOR TO COORDINATE SIZES, QUANTITIES, , . . _._ — 10 =-t LOCATIONS, AND TYPES PRIOR TO COMMENCEMENT OF FlJV o -- --_- f I _ 1 = WORK IA82i + I::. LL E 0 .. _ ____. _ _ D. PAINT ALL APPURTENANCE BLOCKS AND ASSOCIATED } � - _ - � �. 1 METAL FLASHING TO MATCH ADJACENT SIDING OR TRIM. ro F.F. FOURTH FLOOR - 1 E PAINT ALL METAL VENT COVERS TO MATCH ADJACENT o OPERABLE PARTS TO co -- - , E .- i , ENSURE PROPER FUNCTION. 0 n ao SIDING. - 1 Ili o / � 4_FFj� 4 F SAND DOWNSPOUTS TO 8E PREFINISHED F' o U - 1 - GUTTER — _ _ METAL f r L F.F. THIRD FLOOR I .... .-_ --- - = o, -L-'' 22 3" __ -... _ : -:- - -- 0 I 7I ..--- Q o — F.F. SECOND FLOOR I 12' 0„ ' � N y a) �. ® 7 1- 9 _.... I -.. -.. -- � r r N I'' L re N i F.F. GROUND FLOOR _.. f l I __ �_.:: i l Q o r� • A .IIH---r----r-r---. . . I _ --- - .,: : _. > j - ' ` I 45 KEYNOTES: X 0 F.F. BASEMENT , -� g _g° - L - - - - I T __ -. 401 METAL PANEL SIDING 402 ARCHITECTURAL METAL LOUVER AT PTHP, TYP Cr) 0 41,.3,,2 � <14 TYP <401407Pm N = �/ TYP 403 ALUMINUM STOREFRONT GLAZING I� W J .�.1 EAST ELEVATION CD I j 407 FREELANDSTAPDING FIBERGLASS PLANTER, SEE z m _ _ 0 o SCALE: 118" = 1-0" 409 FIBER CEMENT LAP SIDING WITH THREE EXPOSURES G 0 ( id) r / 9 ? r '-T �� I 2 ( I ) 410 FIBER CEMENT LAP SIDINGI , 4" LAP < O \ 1 H A 411 THROUGH WALL FLASHING W 410 412 409 411 © ` 4�\ 411 l' '' 412 PREFINISHED METAL FLASHING CAP W A5.1:1 A5.01 1 A5.0� F— inLli I I , I c T.O. PARAPET 1 `� 1 I t.L 413 BOARD FORMED APPEARANCE AT EXPOSED CONCRETE G iill - V \ II, i r* cn Ct: 1 T.O. PARAPET 2 - 414 TYPICAL CONCRETE FINISH rt LU -' 46' 0" / 9 I I V Z W (l. l1 415 WOOD OR COMPOSITE T&G SIDING: STAINED CEDAR, I'-^O Z B.O. TRUSS �, I/- I co OR RESYSTA COMPOSITE 41' -611 .. _., ■ L.L. • • = 417 DOUBLE GLAZED VINYL WINDOWS 7\19 CaW Q Ce ty, :,-1 4 , [ o W. 01_.___ . Lib il 1 F.F. FOURTH FLOOR ---- Z L• 32 -6" . ,, ,.. -1 !4 i . - . o O I r I U F.F. THIRD FLOOR ___ 22' 3„ 1I f--\- . a,, . _-±[ N -. --- - -� LEGEND. EXTERIOR ELEVATIONS iw, 7 , I , , - FIBER CEMENT LAP SIDING - �� I- I =-'� ` PROJECT NO. F.F. SECOND FLOOR �` -� _-__ -- - - - __ 12 -0 — �1 - 4„ FIBER CEMENT LAP SIDING 17055 • �� .1. - — —_- I VERTICAL T&G WOOD SIDING X a �- � I z 04.29.2019 65 Q I - �, - r — I - • —• iWilli ; Qw n i. _ .... - I METAL PANEL SIDINGA o REVISIONS:/ \• - - -aim-- 1 -._ = I -- - - , I I )r-✓ /-� FLuc' - o 1911 l r LOUVERS wan I 71 B Add. #1 05.20.19 F.F. GROUND FLOOR Nair-:, I -- w O I CI - - - - I BOARD FORMED CONCRETE a O1 - - J GC 1 Q Z U �13 415 ° CONCRETE F.F. BASEMENT A. I , —. -- - — — — �� _ _� — vI -- Lt. cK - _ Lu 1 W a <402 401 414 417 1 I 403 Q Q C� o z I, U NORTH ELEVATION a = A4 . 02 w ? SCALE: 1/8" = 1'-0" z °~ } a GENERAL NOTES: DCri413t A'D A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) r p ` ! .. THAT ARE MATERIAL TO THE PERFORMANCE OF THE N et ,BB ' ` ' A5.02 `.AA ' ' �i �i WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR IANP. y `T A5.d1 OTHERWISE REQUIRE INTERPRETATION SHALL BE NPROMPTLY REPORTED TO THE ARCHITECT IN WRITING 417 411 409 417 411 C409� ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. P0. D, 0- SON �\ T.O. PARAPET 1._, T.O. PARAPET 1 2918 4 - I - - - -- 48'-6" � 48'-6" ;'' B. REFER TO ENLARGED ELEVATIONS AND WALL SECTIONSNoeit OF 0055 T.O. PARAPET 2 ,. - T.O. PARAPET 2. FOR ADDITIONAL INFORMATION. • `�- 46'-011 { - - T I------ . L I C. NOT ALL APPURTENANCES MAY BE INDICATED �. . . - c- - - - B.O. TRUSS • _ - - 1 B.Q. TRUSS ENT OF V CONTRACTOR TO COORDINATE SIZES, QUANTITIES, 41 _6 t - - - - LOCATIONS, AND TYPES PRIOR TO COMMENCEMENT f 41' -6" Qti - WORK. la E U -- \ � _ - - T D. PAINT ALL APPURTENANCE BLOCKS AND ASSOCIATED W \ _ ± W -- ., _ .411 --a METAL FLASHING TO MATCH ADJACENT SIDING OR TRIM. It m - F.F. FOURTH FLOOR . t 0 = L - -- - - —. - 1 _ - N _ F.F. FOURTH__FLOOR_ E. PAINT ALL METAL VENT COVERS TO MATCH ADJACENT o - - -- a 32'-6" 32 -6 OPERABLE PARTS TO _ - - � - SIDING PROTECT AND CLEAN I i - = ENSURE PROPER FUNCTION. /� �� -- _ _ — t f F. GUTTERS AND DOWNSPOUTS TO BE PREFINISHEDc\I U - cr = \ ___ - T �' METAL I c 3 — I ._..JI___ 4> — r I T _ _ , F.F. THIRD FLOOR —i — _ � — — F.F. THIRD FLOOR Ce 0 22 3 22 3 Q Q t — - --�■ 1 _. � m [111 ~ _ �_ o I ] N -- __ -_ F.F. SECOND FLOOR.- _. F.F. SECOND_ FLOOR _ 12' 0" 12 -0 c .., - L.1: 'i' ri.,,„,,,e-i-i 0 Q7 to�� i ---"11111111w- � c\t cv11 WI = o tri j J r v ,______ N , -- I Q a M 0 M � F.F.GROUND_FLOOOORI - F.F. GROUND FLOOR co L — d -0 KEYNOTES: X 0 z 415 i NMI 415 403 413 401 METAL PANEL SIDING Z D I 402 ARCHITECTURAL METAL LOUVER AT PTHP, TYP N 0 N = 403 ALUMINUM STOREFRONT GLAZING LV 405 METAL TRIM zLJm .. EAST ELEVATION AT NORTH WING - NORTH ELEVATION AT NORTH WING . 408 FABRICATED STEEL SUN SHADE WITH WOVEN WIRE 0 ° o 1 SCALE: 1/8" = 1'-0" �2J SCALE: 1/8" = 1' 0" MESH 0 ct 0 409 FIBER CEMENT LAP SIDING WITH THREE EXPOSURES O rr<n L _ 411 THROUGH WALL FLASHING U V W _ AA ( BB (9.____C w ° cn A5.02 413 BOARD FORMED APPEARANCE AT EXPOSED CONCRETE W > Ct O H :114> 417 Alak 401 �409� 408 405 ' 415 WOOD OR COMPOSITE T&G SIDING: STAINED CEDAR, r Y Li- C — ® . T.O. PARAPET 1 .. OR RESYSTA COMPOSITE V Y I \ I -- Lll - 48'-6" -' Am Cl- -- - T.O. PARAPET 2 417 DOUBLE GLAZED VINYL WINDOWS I w - 46'-0" \ Oz Ce Cfl 1 I _ USS__ B.O.8.0. - �/ — _.1 I _ 41' 6,1 .8.22 lj - o �' CD H V D Z F.F_FOURTH FLOOR _ 32' -6" [ 1 ' J „-1 - IC U �._.__. - F.F.THIRD FLOOR - 22 -3" LEGEND: EXTERIOR ELEVATIONS iI, I' FIBER CEMENT LAP SIDING PROJECT NO. 17055 I I F.F. SECOND FLOOR -_ 4" FIBER CEMENT LAP SIDING 1 ;1— •— 12' -0" �� 1111111 VERTICAL T&G WOOD SIDING X a 04.29.2019 pl {I! ll 1 1 SII I lI , ! ' ( w � ( II�� ' I� I ;I 1 II iii,i t IIt II I I. I�. , � � 1 , � � ,� I . Ili I METAL PANEL SIDING A 0 REVISIONS: # Jil _.......*.j.... ..Liji „ I - 2 B Add. #1 05 20.19 II _ \ LOUVERS CL w - .. H. l - F . GROUND FLOOR . z z �i - 0' 0" I_ ; BOARD FORMED CONCRETE I 1 7C ..., L _T — i J d CONCRETE g 7e _ .d "� 402 403 415 413 rx to Qr I I- CL LLJ CC ii- ‹ C3 = Z o - J Q WEST ELEVATION AT NORTH WING _ ' oA4 • 032 1/8" = 1-0" a Z O GENERAL NOTES: $ Ajit,DO s,{*iiA ito:l. A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) THAT ARE MATERIAL TO THE PERFORMANCE OF THEh� N 4116' © 3 1 WORK DESCRIBED BY THE CONTRACT DOCUMENTS M �I A5.02 A5.02 A5.02 OR OTHERWISE REQUIRE INTERPRETATION SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING i_ _ _ _ _ _ _ _ _.1 ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. p0 , D, 0 GON 2'218 " • vI I B. STRUCTURE NOT ALWAYS SHOWN FOR CLARITY. !:U 1 y r 7 . C. REFER TO CIVIL PLANS FOR EXACT FINISH FLOOR it OF 0 ELEVATIONS. T I . 1 I 1 I # I I 11 # 1 #1 1 1 i 1 I I • I l I iil l I a E RC-1 i R I-1 1 I I RC-31 W UNIT CORR I CORR I STAIR!t4 CC co I 406 . 426 428 02 r 0 F.. o I' II ! 1 FC-1 I I FC-2 1 I1 FC-1 1 I I--' " UNIT CORR . CORR STAIR I �, 306 326 328 I 02 I 0 0 3 I -0 W—_ _ �, — . - - a • • 2I- ` R I FC-1 1 I FC-2 I I ! FC 1 I I A5.12 Ce Q UNIT CORR CORR I STAIR I Q o — 206 ! 226 228 jL02.. 2 - i z = I! If * O4, Nin Ir I I` N FC-2 ( FC-1 I W m I F-3 1 J r c CORR CORR I STAIR I C 3 N Ln 126 128 02 I < d co o 1 V ao In --- I-1 - . 1 I i I I I 1 I If I j I a 000a 00o g06C56-06( 06066060- 0o0o0o0aaL1 _1_ I-.-.I-__ I _I _. I LI i _:k_. I_= i . ,') ' • n- �i -°i 40na00.0Doio 0..p,oaono, 0„Qo o0c00;,00a°a0tj� III .I - `/1 I I II F-1 = f` oa � OI F'2 I 11 � LOW Z i iI I II o�oJo)o I VOLTAGE U) 1 ___ . ___ -__ _l_ ___1 li I— 4N °?ooo i . 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I ' I F-4 WI Dz ACCESSIBLE E A Bid Set 04.29.19 UNIT CORR LOUNGE z 127 101 j [ 136 I w �. _!o -'oI-JoUoU Uct ./)o�JoI 1�Uo ainI [ _ i r� �) II II II I \ Q o Jo'LJo o Or: LTA) 0 0 —III 1 I I--I III I i 'I'--I 1 1 I T I 1 T I 1 T I I T I I T I '1 1 1 I t I I T I c2-_• 1 i —1•, \ o g )G �, w ---iii —nifl _ ?°( — II1I 1I ,-- . �— ��`'1< 1 w -- I �— cb( 1m 1 I I f- 'I F- _ LH Li —I 1 —I 1— r 1 1 11 11 1 11 11 1 1 ! I — 11 1 OL I — I 1 .u,—,41, ,c),— — — I - ¢ " oU°Qi x• Q0 --1 1 —I —I I I I I --I 1 I I I I I 1 I I I I I I II II I I . ' I I 1° t )• ^e I I I II I [ I I FII I II 1 II III III— NORTH I I- - J 2._/i NORTH — SOUTH SECTION go Lii• _ SCALE: 1/8" = 1'-0" z o A5 . 0 1 I ---- - -- - - - -- 0 GENERAL NOTES: ettlbStD4C A5.01 © a A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) A5.11 A5.01 THAT ARE MATERIAL TO THE PERFORMANCE OF THE ry '' 46:4:6 WORK DESCRIBED BY THE CONTRACT DOCUMENTSIti "V y OR OTHERWISE REQUIRE INTERPRETATION SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING • 0 _ ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. PO. , O, OP CON 1- --- . 2318 •. A B. STRUCTURE NOT ALWAYS SHOWN FOR CLARITY. d41�.e 4 OF Q=� ` I C. REFER TO CIVIL PLANS FOR EXACT FINISH FLOOR . r Q ---- ....--„- -,...ii., ELEVATIONS. i RC-1l IRC-3} RC-1 RC-1. f K U E I I 0- I } 'i UNIT CORR UNIT i_ i I UNIT 1 w u . L 413 I ' 428 412_ !j: x406 i 0 c_c D slim ! I �J 11 1 1 11 I I ! ] +! I I I l l l h 1 I I I 1 I 5-- p II r I k I FC-1 I FC-2 FC-1 I E I FC-1 I U Lo \ I I w o s UNIT CORR UNIT UNIT E" 312 I I 306 z \1J313 �� 328 ; i I c.) 3 �I I I 1 I L I I II - • I I I I I 1 I l I I I l I I• Ct o ila byFI C_1 I !IFC-2 FC-1 i s I FC-1 i ' (13 _ UNIT ICORR UNIT r= I I UNIT i- # 213 ' 228 212 0. . I 1 I 206. 1 Q o Ji • N 11111 I }I I I , i I . I I I I I I 1 I I I ,, I 1 1 1 1 1 1 1 Z N cu F -1 •I FC-2 I I FC-1 1 F-3 FG- I V El UNIT 7CORR UNIT 1 I ] COMMUNITY w N 109 1 FC-5 128108ROOM J o to I 132 -T • N N t_. = - 1 I- i 11 III 1 i - - I*T g I F-2- I - H.1.I I I ! - — 7T-. H 1 (....D 111 III II—I - - — Z v o v o o a o 'I1 1 -- /1\ � oQoQoQoCo0,oC0Qc Qu ;olJ,oL)oI)o .ocJ,oLJo�J,. ~�— V� t7 L' a F nn dr�9,2,1:49?-ate,-,(?doq.,0.°cc0000.000 zdoO°Ocd., 0000c4,0_2o0 A,f0- -0.:.9„o.o �Ol,a O..°n . — - — -- D I r I 1 1 1.' 1 1 1 1 _- III III 1 1 1-1 1 I III-1 I I —I I I=1 1—III III ' II I I 1 11 1-1 ,_�' ' 'T 111 I N 2 O W Z OJO OEAST - WEST SECTION 2 EAST - WEST SECTION o 0 0 SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1 -0 2 LJ Ct O Qo o 0 w i__ _ _ _ _ _ _ _ _ _ _I0 2 w > f w ,' I A5.01 A5.01 wU- CI V5CO }.�a..r i4 C W LLc� L- 1 _ _ __ Z Z RLQ-2 U x p I _ 1 1 0 V Q ,. .Q - - - 1 1 , 1 L Z ] RC-1 IRC-11 I I BIKE IO ine. UNIT CORR ELEV ROOM UNIT UNIT W I I 408 428 03 421 402 404 II !! ] I I f� 1 l I I I I �_ „ „ ,.,T a l O ( I I I ... , r .7,— , i FC-1 I FC-2 I BIKE I FC-1 I 4 D I I 2 UNIT CORR ROOM UNIT UNIT II I 308 1 328 r321 302 304 I 1 1 I I I A 11 , • x l l l l l l i Nii_ 1 f>v j. U I I II FC-1 I FC-2 I BIKE f FC-1 1 BUILDING SECTIONS- I UNIT CORR ROOM UNIT UNIT EASTNVEST I 208 228 221 202 204 N PROJECT NO. _ e l I I I I I I I I til 1 �,� I I I n * - 1,I 17055 - 11 FG-1 I FC-2 BIKE FC 1 FC-3 i FC-1 I OIFFICE OFFICE CORR BIKE -. LOUNGE ROOM UNIT - o 04.29.2019 130 131 128121 -I_ ROOM 136 137 103 Q a 4 w � I # REVISIONS: # I A Bid Set 04.29.19 71,1(5630'6°0N o c c7 b o a Lll C, I i i� _I I h_-°i-r,'9-•-,C?_°r ? fnI7�,OvpOor2c,OvpaC '.Tho p,. c,tc r, 1°f 13-n' f I Il-.. i 1.p ?ooc6 1 of . , F- Z D = �O GO O. 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ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. PO , D, 0' GON B. SEE SHEET G3.01 - G3.04 FOR ASSEMBLY TYPES. 2918 Z 4°0 17 Ow 4 C. ALL ONE HOUR FIRE RESISTIVE JOIST INTERSECTIONS WITH TWO HOUR FIRE BARRIERS (STAIR/SHAFT , ENCLOSURES) SHALL BE CONSTRUCTED AS SHOWN IN V DETAIL 5/A8.61. CI o III /� D. ALL EXTERIOR VERTICAL FACES OF TRUSSES TO HAVE ° /`1 (1) LAYER 518"TYPE'X' GYPSUM WALL BOARD IN W ORDER TO OBTAIN 1-HOUR FIRE RESISTANCE RATING CL PER ASSEMBLIES A,B,AND F (SIMILAR), BASED ON GA .1= I FILE NO1 . WP 3520. � I'-- ° �� T.O. PARAPET 1 0 - ILO L 48' 6 W a cia i 1 } 0 I A8.51 I ;; I — `� 3 T.O. PARAPET 2_ _ J T.O. PARAPET 2Oh_ _ _ T.O. PARAPET 2 I - 46'-0" _ 46' -0" s I o I - > I 46' -0" o � I _; a , , ,_ -,._ m mi . 0 1 01 -------------1 ' B.O. TRUSS i B.O. TRUSS [� F--- B.O. TRUSS et `� 41' -6" t 1 it 41' 6" Y 41' -6" II- Q o T 1 R 1 !` RC-1 Z I RC-1 0 Q) N ! 1 , 1J) I I I— m N f1 UNIT CORR UNIT UNIT W o N 406 426 406 1 403 Ce N 1 uj �1G: 1 i. 6 i 04 O M 7 I ` i FC-1 U °° Ln o A8.32 A8.32 F.F. FOURTH FLOOR :i! F.F. FOURTH FLOOR r y F.F. FOURTH FLOOR J - - - - . , . .. 32' -6" • . 32' -6" �_ 32' -6" di 0 ryA If - A8.32 Z 1 FC-1 I -•e U7 FC-2 I FC-1 I NO A8.32 • UNIT CV I CORR UNIT � I I UNIT 306 �� 326 306 303 (J) J ("7".. 2 Z o A$.32 3 m �� ial o A8.32 II1■/ O O Q Ui PSI!! FC-1 I F.F. THIRD FLOOR - F.F. THIRD FLOOR : 'I F.F. THIRD FLOOR (Y , _ Y u ►. .. .-- -- . .__ 22 3 n�hr��nr �M1�nM1 n��nr�nn�� . 1 ._.. ... 22' 3„ - 22' 3 Y "" IE O Q LL !_ r_ i:1,*:., '1 '.V.Sikir a:'l%'' i6) i u,1, YQ W i FC-1 I I I FC 2 I FC-1 u� i. W > F-- UNIT 0CC 206 CORR UNIT UNIT W 226 206 I 1 203 V = W 1 Cl_ 1M O co Z 10 I F-3 I I FC-1 11 i1 I FC-1 — — - - - F.F. SECOND FLOOR \8 32 F.F. SECOND FLOOR 8.32 ....i; F.F. SECOND FLOOjih R 12, 0„ - 112' -0" . _. : 12' -0" WO' r- •,. r. :'.!�,�, r..,, �s u __ .i44:P.aWir.ViW •ei,.A� Lig ,_j_ Ice L 1,,.....2 . , in...!.22 .�' 1 uu"'" 11 / 0 CD FG-1 12 1 Z A8 22 r �" 6 2 (V3.53) = 2 r. COMMUNITY UNIT ROOM I 102 U 1321 4 SIM / rl WALL SECTIONS A8.11 �1� l 6� !• 1 F-1 A8.11 F- A8.11 F-2 I F.F. GROUND FLOOR F F GROUND FLOOR ® F.F. GROUND FLOOR _- PROJECT 0' -0" ' _ f .W_ 0' -0"' 0'-0" NO. .�. .. . . . .. .: �� ___-- 17055 - II - Iii u. JI Ir 1l=J1- - - -, a i.rP11 111. 11 fll=1 1.4 . 1, II J 11 n it ll =1 Il`11 �I11 Ali r 1 11 .!! 11=11 U l!. .U: -II N. u-II�iimi 11 lu Ilal t f II 11 I I�11. Imi .a. 11 11=n� d J 1_1L - ,- z 04.29.2019 ! I 11 ILII U 1111-11-711:JL X o =11 tL it f C 11 IL 11#1111F11 fl=[I11=IL=1744--- - 's�' r '4.140.411174.=.11.4.M.4.4017.4.14:3110"011 IL = s - 3 = IIJl = 11 ` �� ' � �� n r lll1IL11IIlI, IL1I111111Ui111, 11IL . 4 I ~ x 1 11=1f11 11=11*1r n=11Mn=11=1111 U=11=11 11 11-11-11 Q w 11=41 if n11=tl=1l=tI OF II 11 f1OOmi111011=0,I1 11=n=I TI��I6T1JI1�111.T . I;4_ + I. 1Jl� 4I PiTt4 11'Tglit n=1 111=11:1-nj?lI fl 4 REVISIONS: # :n n-n ` `=- a=ii11n uPu n-1 uaU°1� FORTYPICAL = FOR TYPICAL Irn�lnull�lru.ilnulrn�li1 1 n �.nf , Z o X111=11111r0U ilr . I =1= A Bid Set 04.29.19 .0n=u n r1 n u n 11 n u .n n=i !r.0 un#1L1 CALLOUTS CALLOUTS {� . . o_ W =rlU .1E=11=11 Ji=11I1.imi=1n-lrn=ll. 11171E=.U. • _ Z D _111E° -T1 F.F. BASEMENT n=u=J1 ii 1L n 'Ili T -9' -0" W r n I,If In 11 I Ir=u 11 11=11 U 11 11-11 1 u=11'L 1 ..,,,,o,-.4,..,....,..-, -I p 11=Jf f1Jl=11 lit=11 II _ • • r. r /-. ._r < y 11.71t-.�11:-11=11-11 11 I, 1l - - 1111 i11 1l1LI1111FI'1-1111 E1111 1111i1 •♦ 1 - ° S II 1IF11 fill=U 11 1 �1� - UJ II=rr[ II I1�IIaU II-IIIll l.L il I -11.1 L4flFllrll=Ilt�r� 71 111E ! 11 II11 !I n11^E11:^JIIl. 11=1111 II 1L 11 II 11=11-11=1 J 1l J1rU ,-J1`- =[1=,11-11=FI ICPW1=J1 Jf II IE 11Jl 11 rl if < U 1111 U--Ir1111 7 11 11-11=1=11=1r`=11 J1=11=II=11in-1L 11-U=11,1 1 if 11=11 11=14.-1 1L=11--II=U r=1L=U=i=11r1rFil=i1=11=U Jr = M fr II-11=1C:ii=91=IfFrf Il=11*IM IMI=nFU11PiiFil=Ii it i]1=1 /— _ II 11=H=ill=If-If- J1�=111r'FU 1`11Ll:11i0irII11=U=1111"U=Ji: 11 !L:1111=1111': 11 11 11=1L=11=1r''Il' ll=Il=IrI 11=1rnoi r o !1^I Q LI I -c it Il alt=�11 1111 *11=11 l==J1 1111=1` 1riF1MV=1 W < -11=11n=1T .k=ii 11 Il 11 U a-1-�,ii 11=r1.1Nii-n=�U-n mi tr 11-1 VIII1111=r1'�111LI-'If11 o71 d 11 119LL`n iimil=Ji=IMI ii ii U:vii ii nJL1 a qi ir .11,-.11 u-1rJo=n npfu n,--11 ll'=1 it it 11.1i.,,ii n ICS =I1 IL1'-'�EI' ii4 (D 6 1 2 3 Zw I WALL SECTION AT COMMUNITY ROOM WALL SECTION AT OVERHANG WALL SECTION AT PLANTER SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" °z o GENERAL NOTES: CribiDiliket, A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) i THAT ARE MATERIAL TO THE PERFORMANCE OF THE P. y . � ' WORK DESCRIBED BY THE CONTRACT DOCUMENTSIAN!' pll OR OTHERWISE REQUIRE INTERPRETATION SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. 1 y ' D, O, GON 4 0B. SEE SHEET G3.01 -G3.04 FOR ASSEMBLY TYPES. 2918 P. � r,) il 0 OF OW' C. ALL ONE HOUR FIRE RESISTIVE JOIST INTERSECTIONS r- WITH TWO HOUR FIRE BARRIERS (STAIRISHAFT 0 1111 ENCLOSURES) SHALL BE CONSTRUCTED AS SHOWN IN 0 DETAIL 5/A8.61. a E D. ALL EXTERIOR VERTICAL FACES OF TRUSSES TO HAVE o ' ' (1) LAYER 5/8"TYPE 'X'GYPSUM WALL BOARD IN W ORDER TO OBTAIN 1-HOUR FIRE RESISTANCE RATING PER ASSEMBLIES A,B, AND F (SIMILAR), BASED ON GA cu I c FILE NO.WP 3520. 1 0 I- o ' _ T.O. PARAPET 1 - �, T.O. PARAPET 1 T.O. PARAPET 1 ` T.O. PARAPET 1 U Li-)48' 6" - 48 6" 48' -6" 48' -6" W o tz F- U - a, . T.O. PARAPET 2 T.O PARAPET 2 T.O. PARAPET 2 T.O. PARAPET 2 I 0 46' 0" 46' -0" 46' -0" 46' -0" V 0 ce ;, 1� � � 0 a _ IIS I� v ' Q B.O. TRUSS r, B.O. TRUSS ''� B.O. TRUSS � I _ B.O. TRUSS t 41' 6" - ` ! . .-•- 41' -6" 41' 6„ _1 41' -6" 11 Q o - °_' RC-1 . 1 �' RC-1 �I' 1 I ItN RC-1 I ICI Z D C N c>3 N f UNIT STAIR UNIT I, UNIT w N 408 02 ' 402 413 .J ow v 1 . TYPE 3 TYPE 1 1 1 TYPE 7 N N 1 „ == a o Q I! n co 1.0 'I € " FC-1 I " L FC-1 I I FC-1 V J FC-1 I Ir J F.F. FOURTH FLOOR - - - F.F. FOURTH FLOOR -- - F.F. FOURTH FLOOR GI 1' F F. FOURTH FLOOR 32' -6" 32' -6 : 32' -6" 1 9 1 II . . I. • 32' fill {r IIL -111' ;' i A8.44 Z �, 'I 1 1 (10 II (n 1A8.44 ❑ 1 NO UNIT STAIR UNIT UNIT I L308 02 1 302 313 O) J Z CO TYPE 3 TYPE 1 10 slnn4 IN � TYPE 7 O '' I FC-1 I I FC-1 I A8-'4 N I FC-1 2 IL .22' -3 a� F.F. THIRD FLOOR ii' F.F. THIRD FLOOR iilf CC iI 22! - 311 G F.F. THIRD FLOOR F.F. THIRD FLOOR lid .. ♦ 22 3" IL . ..._. .... - ._...._.. ..__ - - - 22' 3" O s I� . 1 .. Ikea yaw, ., .m4. O V U._ LL it 1 � W >_ 1 Ce LL UNIT 0 r CI) CC II 1 1 UNIT STAIR UNIT ft 208 1 02 202 ' 213 Y = W V TYPE 3 I. ___ TYPE 1 TYPE 7 O Z F-4 1 FC-3 1 _ ._ ._ . __ I �_ 1 FC 1 co i__. _ - - - - - " - ' " "� F.F. SECOND FLOOR i 1 F.F. SECOND FLOOR k T- - -- - F.F. SECOND FLOOR " I F.F. SECOND FLOOR ❑ C� F-3 1 I FC-1 I - I 1 61- • ,we 12' 0" I '� ,"11 12' 0" 121 011 W a .. ..„.. 1 12' 0 - a„-. l I :; I 111• r....�.•:..,.,,;.,. U � ci) 1- di - 1 1 1- .. 1,_ . _ o Lj Z - T - - - - --- --_ - - ------ r D H 2 © OFFICE STAIR1111/111 A8.53 DECK LOUNGE , 1 UNIT A8.53 1130 1 02 138 136 109 1 0 TYPE 7 0 SIM 1 /4 f • WALL SECTIONS LA8.11 '.. 7 - err 1/ I j F-1 ( F. -- - I FC-4 I A8.33 I I FI1 I A8 11 SIM flTJ A ; : �F -1 :.; , .. ._. . . ° L ,` F.F. GROUND FLOOR >� IF.F. GROUND FLOOR �� F.F. GROUND FLOOR I F.F. GROUND FLOOR o' o" , I o o,l o o - 0' -0" PROJECT NO. `�- xxittoi • _ P .+,,,,,,�-r�`l±*yr.,: Y 1.ISI ' ... _._-___ 1•- > IA j = . ., l..art� 17055 R,-.1 1,-,';.`.....e- 111 -gwmou .gua ,,,..--4 '� ;n�`ua i"11.r - - ---- ��11I 71=111=11-11-1' . ... 11-r11�u111nn"�il ._._' 1=irpll5u I , ,ELS 1 -$: r 111 .I I 11 ll T I Fi I_ I-1-u" 11.=1&11I1G •_' ;.11=1110110.11 '�'--2-111--H-I -1 1 1 l !1=11 Rn1-i11RE'11=JINu='�� .=.11.=1= - _- --IE�Il 1 Ilk IF11�IIki` W..' I ,IW 1 ,r w il" -1 I IL=TI r~ u z� IL-11F!=v=� ! ai0n �' 9 I Z 04.29.2019 1 p�1,4 11=4=11- r 1 11=M=.11=11-L ' X o I.-mon' 1=1171l�lr it lrru- A8.53 LOW --_ 1 1 11 B=11# =1. L=.1=JE 1-11=1E=_ �k 1n1 'cJl' =J .,_ VOLTAGE ELECTRICAL Q - , _ 003 1 1 001 0 REVISIONS: # _r SEE 4/A5.12 a - I _ FOR TYPICAL - - 1 n h=1 1, CALLOUTS z 5 ' 2 3 1'- n n I= =1 -till 11 J=- d w 1:= 011=11=1-1=111=11=1 I 'TI .1l 11 Jioii Boon T11,--€11-„A8.34 =1 n .110.11=11r I-11 11=1I' r R -ll If ] i z I F-1 I I-'m-n--a=n=u-I�i=n ! u li n�li u�Jt�I n' P1#16§_ _irl1=Yn\--:ij. 1 F-1 I w 0 . 1r=u 1n=Ju=irIWJW1I--I I II u.. L fly o F.F. BASEMENT �_ i� uGn' inlrl�'ll'iFi'� -fin _ F.F. BASEMENT u'�IIu nF.F. BASEMENT a 9 0" _ •-e-I In�iE�n - _ - • 9 0 1 -- w 1 • .... _ =-: : - r. 1=A=11-41,11=11,--11-11 4441Jii' �1'�1'i �r �v'-rl r �:, © I Iuu!.I I I Ilii.!- 9' 0" �, L - - ctIl . r Mrd . frti .-L V 7r► :Mn- -Ili=lik �lir II IIS X31=1f._E -"11-1_11_41--11.:= L l�'I r O . .F-�+F. I c�'ri�+r•• rF 1=111 1I=-rI-u�� v-ii___ _ a1r=� -s �.�: 1 11 j1 I�u p�Jf `i.'' .�40 _112040 7111[=1i:=1L�n=I=u=II�I�L=If w41-:� r�r:� � I- =Ilkil�l 71 i1� .I��:S'� Q z Ili=J I iimI f-I ti:li4-Ai a-ir ILII i ". -IL J I Jt 1 n JI 11=f1 -` fill-um1'��F=u ao 3 I ' cu`JL-n- lu JrFiwir= - II- -JIB 7r� ' ." ? _ _ 1=r.. Ii=1L a II=n^�^1r=L� 11 �•: J-I Uii ipil imum:7��".~• 11=11=N=n 1-n=1k=I1- U I rl F=f1 �i1�II= �� 1= -11^ -I-1 -Il.=kl. . u 11=111 11011 i1=1141 11'.4 mu - - �-l* -imJL 1�G-,il H-.= ifio FL r11 Jlrl f�JL--Ir= - u) g T -jpp1941•440? . L f t J� 4=1 II 11=:x.-➢: r n=1:JI=IL 11-E-= , AI'= ui=+11_11.-:11=.11 r,•.- r 4-1E-A= . f^nr= 1L= ui n= !I u u uu=;•-� I-If--I--Jul`--.11=11=1 11iro -.11=11=11=11=1=11-11=11=11=11:4..p. ll u CJI=ll it^II=Q„? !; n 11=�1=1=^�-JI=11: 1- LL ii ^-1= AJC-- i ry i �? utJl=lC�1iC �I II JI L n=JL=.II- 11-llxll*ilp ^ -,I ..1.....* .1 1 p - I.__- aIFll= I=11-11i=11=iIPJ..=;- _ .1,--11--11 1 ll =_1 E ItJi_=.n.=1 -I 7 EI�S�I��I,F�Ino=II :H uau'n-�o3�ll`'I I �I'-c I n-I`II 1��I1-�1�11 i Tf i=m_ = R=i1 1=11 ;=li 1=IFII. - r.l_�� ]1=��. u.1 0-rl d - J�J1-1L u�ll:JL l=�lr^�-5-=u=I1Pll=.n=ll JI-11 1 I1=-Il:J1= Q 11=0„-41_,JDu. II�j�{ill. a 11-w 11=1=11= -n=11=1=r'Ik' !II: U=IL 1=11111�II.111=11=111=11=11Jl1--,W .�11=1 I'1 �IC 11-.1 J1�r-11�IIJ-i is l'=1' j1�`il"'=IL=111 13-41J1.J1JLl lL1LJL-131 11.1r i II llki Ir 1 P L=SII.=i I F 2 wIIl�11 u pii=ii i1J i .-LL1i.111]1 _ ll u�IlE;� J IIS 1-: 11=1i1 JI=�?=1-11=11 .1r= =11:11- 1,1Filr,I='ileal �r,il ll I! 1=1=11!..!11 .11 11'� I= 11JAL=1-Li L' I 1 1=11=11 1 1- illr=1 4=11 - = - ul-'�1 jf 1-111 1 SEE 3/A5.11 =11=11F=11011 11 1111=11 11 11 n=u le --.11=11,11,-11.-LI- 11 11n L k-L^1i=I1-1=f1 if-u = . it L-1L IF II 11 11 n n fl 1 11 3 H = i111 �L bu-u 1 'Elks r 711- 1 11=11- 11=1f1I1=1�1 _ 11=it=ll=Il JI-11-11-I1�i[=111L11= 11=1 !I=I I "II ![ 11-4, II II ljs*rr Il I IrL11=�fll JIaJi=11^3111 F I I II 1 1L -Il11�.1 1111^-1111:dIII�1111111i;'lli11=i1=1:11:11,11.r=1'Il.i II.�Il.11"1-'IIF-1.111111fC1-r^''Ir''r-^1u SEE 3/A5.11 ,n1 -'Flli'"`Irnllall.11=^�'i-4141111 = 1 1 1 1i n�1 SEE 3/A5.11 1 II I 1 _ J�k � ]r�ll u I� j=npoI11�n`- FOR TYPICAL - i- 1- _ 1�, �L JIB n=1L nl 1 umE1 a l�I--�F Li/ a •it-n 111 _h T I. a !1 1u� L111i 1-111 =&11111011=111=11J ' u!1�1u11I =111 Jo1=11=1 1k- ..kIa11)==P11 11= 11- ?u=u=11=11=u=l1=1�1.u: FOR TYPICAL 1=1011=.11 u--J1 11 n-u,I111=1=1=J111=1=1 n=u u u .0 = _ - FOR TYPICAL �' • .I .nm fOM„ .. 11„_ - K. CALLOUTS •u=liIr'rli'�Ir1L1-rlLl'll-1`-1'-"�.'-'"I`ii I u'��.r�r�llLl'c1plE rmLi �=1.111111-11,2.- -n IL =nu1=111111=11=1w11-11=11011=11=1101=I=11=111x1 11 1=1 l I.= 1�1:-�'ll_11=1101r F0 C c 1- J1.=.1L=L=.11:=11= -_I I i � 11=0=11:=H=11=11 I1=. -I1 ",um = CALLOUTS I - 1- CALLOUTS T - C7o 1 2 I 3 4 a U WALL SECTION AT ENTRY WALL SECTION AT STAIR 02 WALL SECTION AT DECK WALL SECTION AT NOTCH Li° A5 . 1 2 r SCALE: 1/4" = 1'-0" SCALE: 1/4" = 11-0" SCALE: 1/4" = 1-0" SCALE: 1/4" = 1'-0" z o B A GENERAL NOTES: AstDdke " 4A. 4, LANDING (8) EQUAL TREADS @ 11' 1 LANDING A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) � I I THAT ARE MATERIAL TO THE PERFORMANCE OF THE ry� y . N WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR i� r _ _ _ _ - 6 OTHERWISE REQUIRE INTERPRETATION SHALL BE - V _ — - __ _ PROMPTLY REPORTED TO THE ARCHITECT IN WRITING 1't�i i I I , 7 1 51 ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. p. • D, O, GON 1 i I iii I I \ • 2 AIIt* 2918 D U I \ A 5 1 B. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, P.O I i i 4 , i i i •« UNLESS OTHERWISE NOTED. �'j 1� _j '<>>=II I c•y I I I 1 1 T V 1 —`1 �I I I I ,' C1'CL - e IRI LI�rJ I \ ZkB 21 Zin 11 I I E I I , < . a o 17 5 7 5 I _ i i i 1� i A6.01 W U 12 - I 021A , re 03 I 111 10 0 _. 6j,,11-11" U Lo W A8.81 am, I— N U Nr- STAIR 01 FOURTH FLOOR = . 3 SCALE: 114" = 11-0" V re o < C c g� at a B A CA) aQ _ T 1 = N LANDING (8) EQUAL TREADS @ 11" LANDING I I 1 Z c N -N— - —IL, , . C\J - - _ { 5 o ch / 5 I T.O. PARAPET 1 h J - v Dl�t - 1A 5 —� 48' -6" I , (L N �/11 Q ll • I. ' 1 1 T I i� I ` N Cr) ;n (i1-17—.) I I 1 1 5 - ---- I 4'-5" CLEAF� - \ T.O. PARAPET 2 k 0 m cn 1 - s 1 46' -0" II a) f - - 602 B J 1 - I I I I I I f Id 1 I I ii I \ I I 1w 1 f - fit A411*.,4,: r n I I IU I I I �_ i��Tt-r iV 1 1 I= jr A6.01 v .�.�: i Z CO 7 • B© \ i I 1 I i i 1 j 2 ® 0 ©� � � I I I I� I I I I ,._ 1 , 1 i I 1 I t _l it i [ (p B.O. - i,.=:,".1. 4RUS6S; i -o' 0 N O �' A 5 N I +1- 9'-9" / 7'-4" / 5 6 /L i 2 5 IRC-31 1 Tti WLANDING (9) EQUAL TREADS @ 11 LANDING - Ii i V) C JIR THI F 4 A881 Z o Q3 STA 01 RD LOOK �, o ❑SCALE. 114 = 1 -0 _ 2 0 1 2 <cr x I FC-1 I \ O L.L 0 LL L. ' Q } B EA) \ - N F.F. FOURTH FLOOR IIS III /� +1- 8'-10" / 9'-2" / 4'-7" / ya I •..... _.-.. -- _. \ \ v 32' -6" i W LANDING (10) EQUAL TREDS @ 11" LANDING Z \ /` LU 0 Ce a co V - - - - •. 1751 � �7_ CO „ _ ... 1 7 5 L2 - 1 w _ eT a \ . DN U A 5 0 E ��- H 141 /f « 1 T � ¢ co a' Imo' � O/ II I 1 J LL r/ 19 I 1 I 1 15 (s 4' 5" CLEAF� w4- I `-� _I FC-1 — 1 1 I� I ( I 5 I I i I I I O \ UPI I IV 1 1 1 �; A6.01 I� — = F.F. THIRD FLOOR t a) I-- 1 7 5 1 7 5 \. I 1 I-• I 1 1 1 1, \ f - -- --- _ - 22' - , 1 2 - r 2 A 1 1 {- 1 1 1 1 1 1 4. ♦ \1 O 0 1 I f� I I I I - \ . ,-,. - -.1- I 2 co 1'-11"/ i 0 7I5 - A 5 +1 9' 9" / 7, 4.. 5, 6.. 21 - 1 ¢Et LIJ \ 1 T1 O LANDING ' (9) EQUAL TREADS @ 11'' LANDING/ / �,, tu U of 01 SECONDD ' aX 2 STAIR FLOOR LEGEND: VERTICAL CIRCULATION SCALE: 114" = 1'-0" i STAIR 01 v I FC-4 I FC-1 I j it WALL ASSEMBLY TYPE PRIMARY COMPONENT -�- I I LETTER: EXT. WALL TYPE 2 2-112" STUD �'� PROJECT NO. B A \ ill"' � � _'�" F.F. SECOND FLOOR NUMBER: INT. WALL TYPE 3 3-112" STUD „ , ma ♦ `�. ♦ ` �'� 12' o" ' 5-112" STUD 17055 „ , ( 7 7 114" STUD 30 5-9 , 14-9 / :� - � 1 � � ;: 9 9-1/4" STUD / /` ,...,,,j_• .\ I 13 5-112"AND ~ z ' (.;—-— - :5 1 �, , .._....,.,.. _.. .. . 1 Alk) Z f = DESIGNATOR 7-1/4" STUD X o 04.29.2019 \ —IF— — .I - - — — �— - - - - 6� A8.64 ` Z A i- 6"CONCRETE i...... ' u n i @� / 'F Al 5 H 0 "' r"_ " ' � II Ir I '° _ _ �` 1 T x I#I B 8" CONCRETE REVISIONS: # 1 e n u n I 1 u u u 1 7 5 ¢til 4 wli II II II 1 11 II u 1 \ Al0 ; ; it X SEE ASSEMBLY z 11 H 11 II 1 11 II if I 2 w J 10 , ` A Bid Set 04.29.19 �© II H II II IF I II II II i 5 \ A 51 "v A8.61EE II H II II H I II II II �r ® _ J I I `X 11 _ _ - as - II II II II H I II II Il I \ I TJ r ' 1 07 cY, B Add. #1 05.20.19 II I II I II I II I l ' = o� _j B 02 _ - 1, II a II u 1 1 u I Y 4'-5"CLEAR w b _....__ a r n I 1 r �11� '' REQUIRED FIRE WALL INSULATION w LL _ I 1 v A8,81 RESISTANCE RATING J o i ar i 1 a -— j ' NON-RATED A ACOUS IC TEDv I 1 1w I 1 / 5 (n 1 U I ► 1 ` F-1 I 1 1 HOUR T THERMAL* w ce 7 5 1 1 1 1 1= i 1 6.01 2 2 HOUR ¢ 2 A 1 1 i 1 i 1�1 1 \ \ �- - _ F.F. GROUND FLOOR ` 3 3 HOUR * FOR THICKNESS I i I I I - - `) 0 0 , AND R-VALUE, SEE <t...... c� _ h __._. J \ - - - - - - 1 ,,,J._,_ ._ _.._,..:' - - - _- _ 0 L__ _ ASSEMBLY TYPE LtJ a ,_ �i� ___. • in_..i ii..i iii I I Q I . I i 8'-3" , 5'-6" _ zz o (9) EQUAL TREADS @ 11" LANDING HORZONTAL ASSEMBLY TYP. DESIGNATOR W w F- FLOOR f ¢ 6 STAIR 01 GROUND FLOOR STAIR 01 SECTION R - ROOORICEILING \ 1 1 R ROOF2 A6 , 01------ (5)SCALE. 114" = 1'-0" w o SCALE: 1/4" = 1'-0" ,..# 1 z � U GENERAL NOTES: �� 0 sed 'ep_+1-6'-1" C_3 7'-4" 5'-2" A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) r� LANDING '�/ {8) EQUAL TREADS @11" LANDING '� THAT ARE MATERIAL TO THE PERFORMANCE OF THEifiKNP. Y - r'N en A I WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR OTHERWISE REQUIRE INTERPRETATION L 7-- r..-III --- _-. t.,-„,.,, PROMPTLY REPORTED TO THE ARCHITECT INLWRITING -- BE 0 ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. POP D, OP I If I ! Q I - 1 . I U ill ' i i iI L___1. 2 q B. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, �18 .�P i X602 I DK I r_ T_-_ . I __...; I i I 6 UNLESS OTHERWISE NOTED. 4 OF Ow* I I I 1 � 1 1 1 ' I I I ! I I I i A .d2 C I I 1 1 II ! 1 III • ' 1 . .B 1 1 ' 1 1 M 1 I4'-1" LEARC.)1 - , _I I .1 I 1 Irl Li - - s i i iU / s A 51 LU N 1 I I-- I I I /' f 1 T I LL m 1 1 I; 1 1 1 I • I I_ i I / _ C 1 ! 1 1 I I0 -� I - - 00 o I I I I 0 6 W0 m I- N U A8.81 .- -- _ T.O. PARAPET 1 rn I 1 48' -6" c 3 • _ 0 - STAIR 02 FOURTH FLOOR N = � 1 41 T.O. PARAPET 2 OG ° SCALE: 114" = 1'-0" . _- 46' -0" Q � . A (2_ 3 _ +l-6'-1"' 7'-4" 5'-2" sl Q — 1 LANDING � (8) EQUAL TREADS @ 11" LANDING / • =1 / _ " 11 B.O. TRUSS � ui . aWlll . Y II L11 al.�ll LL.Walll .11.,1.1 1. ii mm , a) 41' -6" Z fir; 1 .; W .�. .. . - 0 — O cu N 1 Eel. j ... `,...,. :al RC-3 I f" m> N 7 5 cv 0 1 I w W L _ / WI a s i' \ 2,'4 6 J - C) 3 . / •,-- ,- 1 - \ F oim 7 5 r l I R o B }��I �� `` I 4'-1" LEAR i A� 2 A a �, o I i I LI 1.1 f T ' f V CO LO 1 - J I I I I { t I1 I \4\II � I q rj �'i •7 13 I p+`Q I A I S I 1 I� I jj 1 -I,12 A 1 ' T I1IT U. IJ II 5 I , T _ •n• I I 11 1 1 1 / BT I ' ; 01 1 1T 1III / F.F. FOURTH FLOORI I_� I 1I / / Z r 32'-6" 1 1 1 I 1. . r NJ PP- J'' co ,,,- I 1 I FC-1 I I• A 1 I � d7 •1__ \\ ' . 0 +1- 7'-0" I / 7'-4" 4'-3" U I �� I I I I N 2 Et LH• W LANDING (8) EQUAL TREADS @ 11" LANDING 'I } A - La-.; 1 7 13! U, ' J 11 \\\\ y 2 A I Z m 3� STAIR 02 THIRD FLOOR a I ,1 O o"ii0 SCALE: 114 = 1-0" w rIl Z 1� IA 5I :, w ? 1 I f G fI O (2- III I0 I, I 1 T� � ,1 � \-1-- � rQn L.L J / C -e F.F. THIRD FLOOR U 0 L.L. LANDING � (9) EQUAL TREADS @ 11" / LANDING X I', I'I I ,,,lie'a22' 3' V I— < 1-- pimp, • F..! C.D'i CO 11 11 . ) 1 CO / 1.1 w � � I 7 5 ce � � A.,_,, � 7 � A liv Iv CO s 1 �� 6 M (n 1` I \ '� i r \� A6.02 0 I ' \ 7 13 EL fl (.) = 1-1-1 1- 11 I B I. 4`-1"CLEAR - Z tie 2 A /.// rco �� S 1 I I i A8.81 f • j� 7 13 s fal© A 5 1 I 1 I< I I j j IA 5 I. �� / I 0 Q 2 A = - I I IJ I I 1 - UPs r 1 I / \ / -1 Is. W rO 1 T 11 T \ • y' 1 I 1= I ♦' A 5 I '�' / F F. SECOND FLOORce 1 1 1 1� 1 fl 1 / 1 T1 ., - - _. =` 0 I 4. C..1 �I . 12' - 0" dPi _.! _ 0 vii o ...eC _I;j! -Proolir' — I 3 LANDING (8) EQUAL TREADS @ 11" LANDING F 1 , r 7 I 2 1 A83� _ �� A8.81c:, A o C7 Ill %/ \ I 7 13 U STAIR 02 SECOND FLOOR N , � x_ 1.1 1 21A III. � ,� SCALE: 1141 — ��-011 ; I ` � I I ' LEGEND. VERTICAL CIRCULATION d }� STAIR 02 0 0 0 Ij �-�— _ WALL ASSEMBLY TYPE -- PRIMARY COMPONENT +1- 5'-2" �� 9'-2" 4'-3" Q© jai Q Z / + LETTER: EXT. WALL TYPE 2 2-112"STUD PROJECT NO. ��1 10 � LANDING (10) EQUAL TREADS @ 11" d LANDING �0 I III: .' A8.81 �1 I FC-4 j 1 NUMBER: INT. WALL TYPE 3 3-1/2"STUD I ,_ U 5 5-112"STUD 17055 I I I 1 I 1 I GROUND FLOOR Y ' ' -- _ - �- 0 0 7 7- 4"STUD _ _.,.. ......._. _„_„ _. _. _... . _. II IH. . `- a y ,,, a s9-1/4” - - „.. - - - - - - - - -- - - - 0 yr �,—.. — 04.29.2019 y . r' u.1a ,. •,.��1��. • 1�S L AND r .,. .,_. I a DESIGNATOR 5-11 I j IL cD r - 7 114 STUD r o 11 1 u ll 11 i . I Q I \ 7 51N I II 11 11 11 1 1 4 G A G A IIS • I 2 7 _ .. 602• I I \ t 2 A I I Ill I II II II II \ 1 - @1 1 - •^' I „ A 6 CONCRETE < W .. W.U I 6 Iii 1 11 11 11 i U II I 6 I X I # I B 8"CONCRETE a = 1 \ = H I !I II II Ir II II i \4. I o REVISIONS: .# 1 I A6.02 i I I l 11 a l u a A6.02 - I - I X SEE ASSEMBLY Z ' 'I I I. ' I = II I I! 11 II I' II q> u! _ I i i. C B 1 8 5 6 151 A Bid Set 04.29.19 1 n 4'-1" CLEAR i 1! u n n 1 '� 4'-2"CLEAR\l I 11 : a w I lJ �' T 1' / \A8.81 L2 A 1 1 I - I z a B Add. #1 05.20.19 1 1 I I II ]71j II i �_I I 1 r Cf ++ \ \ LtiO I I I I 1 l ! I I I I W + = a II IQ ' 1 L 7 13 �© 115 II I I 11 I 1 Iw I I I - V w2 A =s 1 1 1 1 1 18 5 I i/E\3 ©1 I u I I 1 / �^, A `° Z I REQUIRED FIRE WALL INSULATION �J x �� I - I - UPs 1 1 : a / l '•:I 1 UPs lL' 1 1 1 � '•�• RESISTANCE RATING J1 1 1 1 I I B 5 L 2 A 1 Min' I 1� I 1 I a1 �„ 1 \ NON INSULATEDQ Z I 1 r • I I Ir I I I / _ - .. ) F.F. BASEMENT U o T 1 I_, I .I 1i l INON RATEDAACOUSTIC to- \ 1 I I I i I i I 1 / - - 60L I I I I I / _ 1 I -9'-On 1 1 HOUR T THERMAL' J ce _.._. I,.i I r If V a �► t- - - 2 2 HOUR = 16 i '-d - - ^ ° y, Oi G A 1 I 3 3 HOUR AND R THICKNESSALUE, SEE ¢ it I 1 - ASSEMBLY TYPE w a j/ +h 5'-2" / 91 211 4'-3" __ LANDING (10) EQUAL TREADS @ 11" LANDING 1 Q cl U) = % +1- 5'-4 112" , 3'-8" 4'-3 1/2" , — C7 0 HORZONTAL ASSEMBLY TYP. . - DESIGNATOR — W LANDING (4) E6UAL TREAD �� 11" LANDING El F - FLOOR 0., STAIR 02 GROUND FLOOR i5) STAIR 02 BASEMENT STAIR 0 2 SECTION F RFOLOOOR/CEILING \ 0 i 1/4" = , ,I 1/4" , ,: 1/4" ' _.-_ SCALE: 1 -0 � J SCALE: = 1 -0 SCALE: = 1 -0 �J 6 s. A B GENERAL NOTES' T.O. PARAPET 2 ,. ` ( y1 46' 0" 12 i I A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) 'F�A8.51 T— THAT ARE MATERIAL TO THE PERFORMANCE OF THE ' L'' 1.4 a '� `a' WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR • r FIN CI € IMEN �� OTHERWISE REQUIRE INTERPRETATION SHALL BE ::y, \ ti? PROMPTLY REPORTED TO THE ARCHITECT IN WRITING S • •meVIA 1 I_'"'' , ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. gl •:: 2818inc, ' B. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, [�.O 1 1 1 UNLESS OTHERWISE NOTED. lit 0 0 B.O. TRUSS 41' -6" _ I7 51 '► s 17 9 U 12 Al Z 1 2 A E o- 0 . - . 0 O w2 w1. � Ce to e. o � 0 -C 0 LAUNDRY : ' ow w CORR U 'c) ID W W o m 423 1 ► 427 , t- . ac 3 W = Q . 0 °10. OP- Ie o W.1 Q a 0.01- co ff _ F.F. FOURTH FLOOR I` �I _ LL a 32'- 6" 1% A�i�.�it�1.f'1� . Qo — Z 17151 79 0 . � 2 A ► 2 A H ro N 1 �� _ w — " 11,.8.8..,2! L j ....I 0 co --f. C`? Q0 � o. V o LAUNDRY 4. = CORRLo 323 1 327 l ' .:,.ki3.& N o ' 4 F.F. THIRD FLOOR _ _ _ ► : N 22' - 3" 1- rat � W ALL.1.ttL / . �I (fO W m . - 00Q 7 5 1 El G ❑ ct 2 '4s. i r ©0 O O ti .. _ 0 LL W . : LAUNDRY CORR o W> O 2 Lt F= L223 j2271 C LL 2 U - u) CC ' nEt W ` VIW a- co H F.F. SECOND FLOOR l 12' LL -0" I �- - c„ ._ I 1( `- 5.61 l 0 Ail 40 misms.im411111 (AISA s , C A6.03 A6.03 7 5 I 3 C 9 C G 1 2 A ® ! A O ! A8.82 11 U LfeAl2 A 2 A 2 A � qLEGEND: VERTICAL CIRCULATION c•, ELEVATOR 03A ! ' 03B I WALL ASSEMBLY TYPE PRIMARY COMPONENT I�-'.- -- -__. �_ _, LAUNDRY CORR •� LETTER: EXT. WALL TYPE 2 2-1/2" STUD I �� I , I • \ ` NUMBER: INT. WALL TYPE 3 3-112" STUD PROJECT NO. \ •- _ ---- .. I �� _\ - _--.-- - -- 123 127 ! 5 5-112" STUD 17055 7 7-114" STUD I - 127 = 221 _ 9 9-114" STUD z , . , ' L \ sii _� _ , , L I, 13 5-112"AND r Z 04.29.2019 DESIGNATOR 7-114" STUD X a 1, . ro- j - ` p _ B ,- i , , 1 / -` v A 6" CONCRETE < /, • ! 7 B 8"CONCRETE ❑ REVISIONS: LU _, i i i J FF.F.OGROUND FLOOR _ X SEE ASSEMBLY z U 03 U = § A Bid Set 04.29.19 F,-, € ►� '1 C )o�. .� ', : a. ° z's B Add. #1 05.20.19 1 : / 1 ' f i 09:p-04 0( -- , . COO o.O•r UJ ❑ _ ' \ i �OUb� QO�!O W ce L L 1 0 1 7 5 7 5 1 7 5 ♦ � \ ♦ _ 7 5 D0 Uo O • �o�o Q REQUIRED FIRE WALL INSULATION w o 2 A • 2 A 2 A _ _ _ _ 2 A o°00°°° • aDo ° RESISTANCE RATING NON-INSULATEDQ Z ' � � _ ',°Q�o vo IX Liu j uu NON-RATED A ACOUSTIC con 0 �oo 'oo�t Oo o 1 1 HOUR T THERMAL* ce -\ I' ___._. _ \ _,. °� °O ;�O° O� 3 3 HOUR -- O HOU /r- _:_ oO,,00(. . -.::1- -i.,. a - ' .a ,, a . .-f.. 0 O d Q I _... __.. .-. _. = _. . _.... _.. - -. __. - - -- AND R VALU E SEE D000 4 ..'a 4.°_ �o'r l © ASSEMBLY TYPE ix ix �o Qo C, - Uo Uo Uo Uo Uo Qo Uo Q0 Qo I. A8.12 Q Q I 9'-0 __ S 9'-a" o0o°OO°° '' , .7°po0o°oOo0ogO O°OoOoOoDOo O ChO ,0 o04 co Z OoOoOo00Q0Q0 0L o.oS� 6 IIIJ o ° o ' o ' o ' 0 ° o ' o ' o ' o ' o ' o HORZONTAL ASSEMBLY TYP. DESIGNATOR - CLEAR CLEAR ?0 Oo�' o Do mm °ODOR°,aOQ, ~ ,'.. °o °Do 4f °O °Oo Oo °°° °°o °°o °O °°o��— � lJo 0b 1/4-10,,,,:a ub�0 Q0 Qo Qo 00 C�o.0 00 QC,Qo Q�I I I: F- FLOOR 3 r� 6 ELEVATOR GROUND FLOOR ELEVATOR FLOORS 2 -- 4 ELEVATOR SECTION R - ROOF \OR/CEILING ui❑ r A6 . 0 3 SCALE: 3/8" = 1'-0" 2 SCALE: 3/8" = 11-0" SCALE: 3/8" = 11-0" °z o LAUNDRY GENERAL NOTES: ,4sD 'C fk4 A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) titiklil 71 . 1►N IA A THAT ARE MATERIAL TO THE PERFORMANCE OF THE 1.4 /� 2'-5 112" /� �)0 1/2"/ )0 112" )0 112", }0 1/2 O ERWISE BED RIEQUUIRE NTERPRETATIONWORK BY THE CONTCT �HALL BE OR CLEAR CLR CLR CLR / CLR� 1 PROMPTLY REPORTED TO THE ARCHITECT IN WRITINGPO. ` a. GON 7 3 e A A A ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. 4 2 A B B B. DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD, UNLESS OTHERWISE NOTED. 1*(;1;081`' A \l 19 2 9121 \ +- W_ _ ,:i SIM 2 A Pil 2 I A I B �9 ( • .) 12 E < ciU NW I �Ih� II . p.a I !' 2 A RC-2 RC-1 RC-2 RC-1 W 3 9 2 , \ III I 2 A 2 A0 re a:, "� 11 7 ? Ila: E 1 l_ri i4 u - III 0 i � ._.._......_......,..._F,.. ._-...........__...... - NE4 _ B ITB B 2 A 2 A 2 IA 2 A = 3 = IF- B.O. T;USS � B.O. TRUSS ..� m • 7 3 1'-6" = 41' -6" _ 0 2 A 1 7 4 _ 7 3 9 2 a00 7 3 = - 7 5 2 A _ = 2 A H 2A = 2A = _ rt 6 a S = a o — PLAN - TYPICAL 2...HR SHAFT PLAN - TYPICAL 2-HR SHAFT 1 EC-1 I _ { FC-2 I FC-1 I = I FC-2 I O " = I " r = t F.F. FOURTH •LOOR _ F.F. FOURTH FLOOR jib 1 SCALE: 1/2 = 11-0" 2,y)� SCALE: 112 1 -0 M .: -6" i -- .. .. 32'-6" i— `o N 01,,j4.-.. hti nnnnnhhnnnn�nnnnnnnl .. JCh L Ili co) N { a p M < V COuu o© Ilf9 2 _ . 7 3 :H1I 7 5 ©Q _ =� 2A 2 A = Z A 2'-0 314" A )Ol2/ Ql'�CL FC 1 I FC-2 FC-1 I = ! FC-2 I O A �"""""1 F.F. THIRD FLO03 _. �.._._ . ;r� F.F. THIRD FLOOR CV 12 9 2 9 _2 � �. �.. •arum+.:r,�rw�a��ra 22' -3" Y N I 9 2 !� A6.04 2 A 2 A 01, �V//�—nQ�vvvv2 A ��:�� - _ - CO J A - B B A � ��, }} 5 = = = Z 11 00 ' I I rCD 715 I 1X I� 2 I A! c 17 3 19 2 CC ❑ [t I. - � - _ � I7 3 y I 2A _ I2A cO I} A 11111kaglika- 1 Y „ :: 2 A • F 0 LL 1 A6.� 5C 2 11 Ct Cf) -ill- . ' . 1 . a �\ VW -=._ �1: . 1l FC-1 I r = ; I FC-2 I 1 FC-1 I I FC-2l - A 1' INV' w g I - B r = IFi Th, F.F. SECOND F OOR F.F. SECOND FLOOR Ce > LL ❑ J 7 3 O U ea iv, '12 0 ` ,u nnnnnr,.nnnnnn V 12' -rye+ V Ci") CO 2 Am 9 2 9 2 = _ IX 2 A 2 A 2 A f = � V = W 17.1 CL q8�61 � C4 n, 7 3 = 5 FC-5 1 w PLAN - TYPICAL 2-HR SHAFT - PLAN - TYPICAL 2-HR SHAFT 2 = ®A I7 3 9 2k Ce a �5_ i SCALE: 1/2" = 1'-0" 6 SCALE: 1/2" = 1'-0" ©© _ 2 A 2 A I F- OE _ = o z I F-2 I 1 I F-2 I 2 dri Att. • rn F.F. GROUN F.F. GROUND FLOOR a LOOR _ _ 0 m� , - , 9 A ° .mr - ... VIII ,. _.'. 0 4 ,� • pa- 4 .�o �o�L10 A sitorl,g„,,,,„,, „ A6.04 A6.04 ocrlo b$a� ..o.„o `� LL_ 11 314' 11 314 "11- , oOcV°cO° >' S � LEG E N�: VERTIC SHRIFTS TION "1 - A8.61 WALL ASSEMBLY TYPE - -- PRIMARY COMPONENT t' ) 7 3 7 3 ' LETTER: EXT. WALL TYPE 2 2-1/2" STUD 2 A ' 2 — —1-1 NUMBER: INT. WALL TYPE 3 3-112” STUD PROJECT NO. 5 5-1/2" STUD 17055 31n��FJ — 2 3 J --i1 11 1 — 7 7-114" STUD 9 9-114" STUD -— 13 5-112"AND 04.29.2019 N I,. I. 7 c� - ' `, II—Ill- I ISI III III Lip l 1r l a l 1c� i n lJo l �n lJ F.F. BASEMENT DESIGNATOR 7-114" STUD X o I9 2 9 00 O d ° O ° o O O ° O ° O ° 0) O U _ _ o o Oo o Oo a Qo o Oo o Oo Oo aOo a Qo a C 9 J 1 I� 2 A o U _�i I) 1'\ Io Uo po Ob Ob yo TO Da 00 0; A 6"CONCRETE a E5 4 c\ f `\ 2+ OOoQ poO pg Do?Oo0 Q o oao Q;Q,0 oc a \ • 7 3 Nom_.. ._- —"�` NY! I =- © # B 8"CONCRETE\ Iii - w REVISIONS: J 2 A J - �. �0 - - X SEE ASSEMBLY Z o U o U // L - f A Bid Set 04.29.19 � '�� I — 1 _ Z B Add. #1 05.20.19 .i , it XXL `' Li. 4 L _ - _ . Er ( �� IREQUIRED FIRE WALL INSUL4TION wcc 9 2 / B \ 9 2 7 �5 B 1-1 I I I I�1 I III— RESISTANCE RATING NON-INSULATEDQ z° 2 A ® - 2 A E A - NON-RATED A ACOUSTIC Q 1 1 HOUR T THERMAL u 2 2 HOUR _1 D 3 3 HOUR * FOR THICKNESS iUJ AND R-VALUE, SEE Q 6 ASSEMBLY TYPEw a CC 1- Q a ca = O 6 Z L- HORZONTAL ASSEMBLY TYP. v— DESIGNATOR E PLAN - TYPICAL 2-HR SHAFT PLAN -- TYPICAL 2-HR SHAFTL N - TYPICAL 2-HR SHAFT rei2� SECTION - TYPICAL 2-HR SHAFT FCF OOORICEILING g li SCALE: 112" = 1'-0" 1 SCALE: 112" = 1'-0" 1'-0" ) SCALE: 114" = 1'-0" R- ROOF } A6 . 04 x-# z U KEYNOTES: XDO einic,10 C# til,,-4?409 FIBER CEMENT LAP SIDING WITH THREE EXPOSURES IANC. . Aet imi410 FIBER CEMENT LAP SIDING, 4" LAP . ' 415 WOOD OR COMPOSITE T&G SIDING: STAINED CEDAR, PO' • D Q. GON OR RESYSTA COMPOSITE CI4 2918 rl� ` moi'-'�.._/"� �\_ /aViV 417 DOUBLE GLAZED VINYL WINDOWS it OP 0 420 PTHP OPENING U 421 APPURTENANCE a E 0 U W/ . Fa re (D 0 D A8.01 1.... o U °' in 10' s" W N `° N- U --1 3112"— L, 2'-2" f1'-0"/ 7' 211 ' 2 0 U m a) IX o a � $AME AS STOREFRONT w OPENING I— 1:,' o 7\ - i N` aJ gh s 4 c N A8.01 •` a __i 421 o A8.01 N 0 LT- in N o W N 1 O 1 CV z 1 V ---:- co cci. _ Q 0 cc 1 Q 0 i Iter ,, 0 z D ' O N� = N W - FLOOR PLAN - MOCK-UP � �' CS) m 1-- SCALE: 1/2" = 1'-0" 0 0 Q 2 ❑ w OQE IX0 U 0 LL • ~ Q 17.1 wLL � 0 ❑ a. (, 1 W 2 (---M\1Ce op F- A8.3, A8.32 • I \ � �.) s 410 3 0 ..-- 410 --JP- I A8.2y '4 409 2 A 2 <415 BEYOND 0 ,A,_8___._.2;1) A8.32) 10 �3 t 417 SITE DETAILS- MOCK UP to mow m.= A8.33 --- A8.21 (9- A© PROJECT NO. AA 17055 r 10 \A8.21 04.29.2019 Z �-11� o $�� Q w 1 T I o REVISIONS: # I- 0 z � i A Bid Set 04.29.19 CL W __ • o 1 •.1 f`r1 f _ w a Q.z o 10 U)A8.3� W J 7 I U n z SIDE ELEVATION ‘ FRONT ELEVATION SIDE ELEVATION 4 SCALE: 1/2" = 1'-0" 5 SCALE: 1/2" = 1'-0" 6 SCALE: 1/2" = 1'-0" w ,w A8 . 0 1 ,_ . Oo zs, .S 23'-4" _ � '> ilit* i I I I I I I I I I I I I I I I !ANA N C) 5 i y ' r� A8.02 10 A8.02 * • r — A8.02 GALVANIZED STEEL GATE LATCH - WELDED HINGE SIM. WELDED HINGE PO,. , D, 0* GON 4x4 HSS POST TRASH CO-MINGLED ; ' ' — / � 2918 rfo* _ RECYCLING �� 4 OF V ao (�II o I ) _ =' ) L_ . . _ _ _ ,_, 11__, f 2.' OIIIIIII:- 1 3 1 • i�as��es• •MA ; } - ' i = -,EmESE t t : =--W--. 4x4 HSS POST t ` --- _ , . -� __�.- i /___ __ r— - A Li. JIj _ _ {f O ( 11 - - -f'.' f i S _ "'t T-1.--4=-.EM_..57_1_,•..,_i-.�.t '__L-.71_____I ;...4 me - 1-1.1. -r -_ '»�-- �f r- Ti.F.. i.:if ry T- ° ♦ C.) _ -i'ri� _ Y -rte I I �--sem- _ _ -- =r - - 1 � . t=om - . A8.02 �_ ? 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GALVANIZED SLEEVE 9 OPEN POSITION PERFORATED METAL Ce o_ SET IN CONCRETE SET (1) A8.02 SCREEN MOUNTED TO © CONCRETEADDATSFULLYEEVE IN 112" GALVANIZED STEEL CANE BOLT PERFORATED METAL HSS TUBE FRAME Q OPEN o ---- A8.02 POSITION FOR EACH DOOR. THROUGH GUIDE INTO 1" SCREEN MOUNTED TO = # GALVANIZED SLEEVES SET IN HSS TUBE FRAME CONCRETE AT CLOSED AND FULL Z 67 OPEN POSITION, EACH DOOR c TRASH ENLCOSURE(Th — PLAN2 TRASH ENCLOSURE — ELEVATION 4, TRASH ENCLOSURE — ELEVATION I- . ,4 N _ 1 11 _ 1- 11 = 11-0" W -= N SCALE: 114 - 1 -0 SCALE: 1/2" - 1 0 SCALE: 1/2" - J a en r v ck 3 N m Q o co U "' � ) HSS POST, BELOW HINGE, VERIFY LOAD II�� SEALANT AT CAP JOINTS 0 QZ:7--- 2"THICK PRECAST CONCRETE PERFORATED METAL Z CAP, SLOPE TO SHED WATER SCREEN MOUNTED TO (f) HSS TUBES ATTACHMENT PER STRUCTURAL l!' " " " ! % " " ,/, '� �*`f-`c I. No N = ° EMBEDDED FLEXIBLE FLASHING op - = <2) W n VJ y IL 's SET COLUMN CAP IN GROUT _` ❑ 4 a HSS TUBE FRAME • Irr I;° . -. ♦ 8" SMOOTH FACE CMU l/�'^J LL. I- - a -a..< '°IIA - - < _ i ° V T • . <..'a, :' , I--I I WITH SLOPED D CONCRETETOPWALL CAP VU � Q LLJ ♦ -i I. .-.' ;" ♦ s 4x2 HSS TUBE FRAME \ i CII 1 V PLAN \ GATE LATCH > . ' > .�_a-. \ eE Ug)! LV = WCI- O co%' IMM Z > . , ❑ Q SECTION 1 _ W > = °' . .-a> s SMOOTH FACE CMU, PRECAST CAP AT TRASH GATE POST AT TRASH > GROUT SOLID- REBAR (/.� �' -. ,`:`� PER STRUCTURAL 0 SCALE: 3 = 1 -0 SCALE: 3" = 1-0 >_ > Z D ROUNDED CONCRETE TOP 2x3 STEEL ANGLE WELDED > ' O j� TO 4x2 HSS TUBE FRAME > ,.:: > 6" DIA. GALVANIZED STEEL — I I 1 i ! FOR MOUNTING LATCH > :a' '...;> U —� BOLLARD FULLY PACK W/ > -,°, , CONC. OR NON SHRINK GROUT, I I I I GATE HANDLE . .' b �� PAINT SAFETY YELLOW I1:H -I: ' 1 F __, PT WOOD NAILER ATTACHED a -a' 6 SITE DETAILS-TRASH I/ i� H .� _ TO HSS TUBE FRAME BEHIND EXPANSION JOINT 1� — 1 d WHEEL STOP_ i >:-,°-: 4 > c.. / ENCLOSURE ASPHALT PAVING i I T \> -_.`)1" / PROJECT NO. FINISH FLOOR PER_ ___i I �� • CONCRETE SLAB PER 17055 i1110 1 l 011 FOUNDATION PLAN I d ': .' STRUCTURAL p 111sig T Z 04.29.2019 kr to o o ,_,,,,=___ __ -____ - ° )000%, T Q. ;.a . Q w 0 :- REVISIONS:/#\ o�p� . -a°foo{ ELEVATION _ .-.< - -a--. .a -- • ..';' ° . _ ,Qo -3 - , `' _ 3,1 211 g w 5 0Oo/ )° oar / a< a • r. r r r • r�..� r r i r H 0 Q0 C, °q-' ., 3Co: #4 REBAR / // /� ,° ° a 4 �YLY Y .... �,'! 4Y-• 4Y Z IT O _o oa o - "°a •-:�0 00� — ,- !..iT t!Y d 4Y i!-�aY�! L +! }Y`Y;d a �rr�i�i�r�i r�isr�i�i�s�iai �• e r � � e B Add. #1 05.20.19 =�o .•° o Co CONCRETE FOOTINGs�*�• 'iii i'�a�*t'�i" o_ ud M -oOoae - - ��l°�c _ �� .5--- ., I I ( III—-e-v' ° a 4Vgl�i it-V44i� 44.4 �-4-• Z 7 1 ag . .a/ , ;,. �Y sr�. -�.-.Y LI-^�.�:•� ;♦.I�'/,ti,I.ti,/ :- w 0 7.-I �_c�0a a. Q• ° — • a - r� r�ir�rarr �ari.� 7 :Et _o00 a0 'a. ° - .< :. QOQOC — __. ° a as " e J O 2x3 STEEL ANGLE WELDED TO ° ° w JO C °-' o JO — = -°� — FOOTING PER U o �0 4x2 HSS TUBE FRAME FOR • as N =' .--C, ° °O�_ — 4 .: . — STRUCTURAL ,� N �C ..a -..-006-1: `,�, /i�ri-�r� .r MOUNTING LATCH — . - ° . --- t� ix oc�� • s,.° D° 00, I ° a Q 16 I. ill III III 11 I��o, • - 4•)0o — i I PERFORATED METAL SCREEN — I - _ _I '� ._ °= = • - MOUNTED TO HSS TUBE — I `, � p G U �` —Off a �°;b`.o 0 a �"owva;b" 4_ FRAMES —I 1 I _I I I1 w a CC 1- D��QO OO OQ OO OO 00 OO- Q Q - °swo .0,O,Oo o 0,000x,0 0-0,00 O �Or-- n n 2 -1 I --1 1 I 1 1 ,�I - T I I 1 I IT, PLAN / 3 4 / - GATE HANDLE 0 0- ROUND TRASH ENCLOSURE SECTION 9 BOLLARD AT TRASH _ i� o� TRASH ENC. GATE LATCH 1_ „ w A8 . 02 SCALE" 1 = 1-0"0 SCALE: 1" = 1-0" \9 SCALE: 3" = 11-0" z o �\ h� �� J� �� / ��--^�`-- STANDING SEAM HOOK, FASTEN PER MANUFACTURER STANDING SEAM METAL ROOF =per=nx� sp =p��=�pF13�sOZ ��ISo ,=lc ' STANDING SEAM METAL ROOF REQUIREMENTS PANEL ,„016D 4j --_ _- ----- PANEL SLIP SHEET { 1 r SLIP SHEET - : : GE P-- Piel •_ UNDERENT�( aSHI�,THING l ' " -- ROOF SHEATHING , • tf, a' �Q� Cr- .i.—- yi - STANDING SEAM METAL ROOF - - i J — _ 2518 D*. -a— 2x SMOKING SHELTER WOOD I 1 __ L'1 _ , PANEL WITH HEMMED EDGE f 1 --x --- --- 1 Ite FRAMING ! �-�\ -f 04 ' CONTINUOUS METAL CLEAT PREFINISHED SHEET METAL �, 1, _ — — �� DRIP EDGE FLASHING W/ II , - HEMMED EDGE �- SLIP SHEET J/ 1:6] CONTINUOUS METAL CLEAT N ii o • UNDERLAYMENT a. E x 2x8 P.T. FASCIA R SAM W _ `. T&G WOOD DECK OVER lx 1: PREFINISHED SHEET METAL FURRING AT 16" D.C. GUTTER WI GUTTER STRAP AT 2x SMOKING SHELTER WOOD = 16" 0_C. FRAMING-,-/---- J ,... o s BEAM PER STRUCTURAL • .+ 2x SMOKING SHELTER WOOD • 3/4" PLYWOOD 0 m FRAMING W o m N U // ... -' �/ // // r GALVANIZED TOP PLATE `� PREFINISHED SHEET METAL F- �' 3 FASCIA FLASHING W/ HEMMED I o r 3/4" PLYWOOD WriMi I EDGE C) m - - -'- - - - \ T&G WOOD DECK OVER lx tJ C‘ o --�_ FURRING AT 16"O.C. P.T. CEDAR POST - � � _ Q m J+ ' gargallA PREFINISHED SHEET METAL BACKER ROD AND SEALANT \ ` FASCIA FLASHING W/HEMMED _ CONNECTIONS PER �� STRUCTURAL EDGE T&G WOOD DECK OVER 1x o BACKER ROD AND SEALANT FURRING AT 16"O.C. Q o B - -- -- PREFINISHED PERFORATED I `N _ . / ^„ / ~_~Th ��` ( ,Th „__� /(h�' PREFINISHED PERFORATED SHEET METAL VENT FLASHING Y 0 SHEET METAL VENT FLASHING Z 0 C M KSHEL POST CONNECTION TOROOF SMOKING SHELTER - GUTTER SMOKING SHELTER PEAK FLASHING ° mN- 0 1 SCALE: 112" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 4 SCALE: 3" = 1'-0" o LCL N e ,�, , �" �1._2" . • . 7 4". ., 1'-2" , r-- - --) ("— _ i- - --) Q o M F , • . . . , . . ,. . , . \ 1 I ! n I E 4 \ 1.._ - • .. •-• • • - --- \ . 1 I 1 ( 2 o i o �- 1 , i , • •• - . 1 k, 1 1 z t .. /t r __ I A8.03 (/) A8.t 3 TYP I� 3 C7 O I i ,A8.03 N Lu I I ' (., . cf, 0 Co 1.1 Zco Q Q A8.03 ! f I 20 ® _ Ei 11� • C ar tr, c O A8 g , P.T. CEDAR POST s PT CEDAR POST BEYOND O Q i-u f I ,... „,, 10 i-- - --1 v i= < (I� - - - (":-8.03 ` W O F-- WOOD BENCH WITH STEEL I I L1 C I �� SUPPORT ON RETAINING ' 0 (n fl I I // - - - 11 I w I I - GALVANIZED METAL BASE WALL I a"- - _- Y Ih 0 1 Ili 11 II 0 I— Z - i '� T.O. FOOTINGS AND SEAT WALL I � r- /4 ° , r - - �`�� -/�a J'�/ //� - - - AT SHELTER Ce CO ',--- �. / a s' q 12"MAX , I I CJ DS • • • • • I I Co a. . . 4-e 1 , ,- .• .— '. 4 ,. "K CONCRETE FOOTING a eL f1 - ----;- - ---.- -f. FINISH GRADE J W (f) 0_ rgt .� — — °I _, r , • a ° t�L a - a l f'�- :4._- i SMOKING SHELTER - S. ELEVATION . .H ...._,__ _„_.,_....... - - . T - �r-..d°_ art a 8 \� 4 '• �� • ° a . {{ CONCRETE RETAINING WALL SCALE: 1/2" = 11-0" Z a 4 A8.03 4' . a °� 4 .. a -°jr � �_ ,a�� ^fie ,4° — G F U . - • r ado — r---- -, - 0--. i SMOKING SHELTER - PLAN +a ° �a a a: _ 5 SCALE: 1/2" = 1'-0" ' al a 4 e 13 a e a= ° : a _ I SITE DETAILS- SMOKING _ SHELTER a�- • • . I . 8 �P I a - - - - WALKWAY L — j ,,_ _ _ ___ _ ,_ _,_, ....— ..--:1 .—,,— ; • a- "I -4 e4 - ' ° .- ' t'. ,_ _ - � DOWNSPOUT PROJECT NO. rI+r - i"""''� �'•, : a -="�- -<. b `r 4 . ° 1 - . a4 .te.- FINISH GRADE 17055 -0a 8853 N. SIM N- o 04.29.2019 a 4 0 q -0 �= a ° . . �x'.'.�r-.�r ,•.-1 _ - -.e,s • a < -• �- °- - -x_r- r Q:;ige °: 4 I : a- - ° I • kr".--r,_-'7. 1;11i •: p" a ' - ..1 :Po.' .. _ PT CEDAR POST •41 ==i ° I • .•- . - f - ". . as=r•�: •• ° .:I - e - - i CI • • a REVISIONS:4\ v . dr /s , 'rr� a �:� a a ° -•r GALVANIZED METAL . ° r;�� a QL. ' Val* L_ ate.-�- a r. 11 Z B Add. #1 05.20.19 ° BRACKET _`• �.�,. _ ^4••••'AMMO �� a — — ..ow* — . m W f 144 Oi � .i !' ' a aA8.03 z-i. NNI ` a e °.. • _ ur aI +.�aSTRUCTURAL- i _ • 4 ` Qw ce LU .`0 =firCL ` q .r;1�IIIl�fi �slll�4�1Iit1[:44� � �el■ fiir �i�i■ ��, r� i11f� rkre. z ♦ . _ • • • ■ 101 � • ■ .40614;_ . _ U . • -rj•ekeigeorAm....'*,e,•-4 .-r:=,.40 0 -=,...:y..,.,q• -4-r- .•-fr-o - y •- • s7r.esr-sl'- ., r4 � .• rx1A _ , Ii11I*1ii!ri 14e'rri1isi * ii 1 w 72, LL m s .eu. , rs- r-w.+., ..• T;!- ! 7 • ' •T:! • � .• [ • .•T:• • • • • ,y .J 0 6 .a 1' 0" ROUND �` f ROUND -- _ %%%fiii =i+ + i` � � rf�riii , • V Y Y Y Y Y Y Y r Y - -Y Y ♦ Y M CONCRETE COLUMN ...t'�. `Y-s yr • r y • yx • wYr,,■.rw�.-•.-•.-w.�,�}.-�•�•-• •..�Yr�.�s ■r-�wr�•�;� �- _ 0- f%i1� IatatZt I , .I�`.Ii. ieilfYi`et -ek 1.;000004-0 efe..i Q O ¢ Q CO = PLAN SECTION SECTION J x . POST CONNECTION TO BASE POST CONNECTION TO BASE BENCH AT SMOKING SHELTER SMOKING SHELTER - W. ELEVATION o , A8 I 03 �9 SCALE: 3" = 1'-0" \ ' 0� SCALE: 3" = 1'-0" 'y SCALE: 3" = 1'-0" 12� SCALE: 1/2" = 1'-0" °z �- ---.'V-'7---47---ilolikt• /4/\‘ Ctikc EIAND , • A fiN A / 11'-8" / - 12'-2 112" }, , • D, G01 { 3'-6 112" 2918 4'-0" / 4'-0" / O \ . TYP SCREEN PANEL WIDTH 4 0 STEEL BAR CAP PER OF 0 `ISTRUCTURAL Llf - . • 3'-0" \ . . — _ _ t 1 e 4 °, as.. 71 - <..m.m.m. r '_.�".� �. 0 � ; .. - z _ _ ___ W �. \ _ -. - - - Ce � 4 a,. _ -• \ 1-77— t__ - A 1 PERFORATED METAL Ste■== - - a © SCREEN MOUNTED TO -, ■ 0 = 03 \il J�_.� " . G L HSS TUBE FRAME 4 = - 0 'Li[ -I 1 - „:- '-• -•, Wct _ \ i1r a_ � W -� 'n MI 0 i cn t • \I-- - I— L Er) ♦ L. 1 - _. . . - GALVANIZED STEEL V m ` ��" SCREEN POST iii o } LI LI �in� �/ �J Ir I a• [ 1 L J H \\ I Q 2 ao - w Z c N F,.,, m N W r N CD TRANSFORMER SCREEN - PLAN TRANSFORMER SCREEN - ELEVATION TRANSFORMER SCREEN - ELEVATION N -.) #C1) SCALE: 114" = 1'-0" 2 SCALE: 1/2" = 1'-0" 3) SCALE: 1/2" = 1'-0" a 0 o ti U CO U) 0 Z 16'-1 1/2" / C/ O 4'-0" / TYP SCREEN PANEL WIDTH C� 0 • - - STEEL BAR CAP PER N STRUCTURAL ` v _ .�. N I .e T' 4 Y _-ms -y am=_=== === - '/) N� _ - - f _ F =W=..=�ryn �---�--=re moi= Z O Ct a _-_ z I- _ - 1- -- -'• _-= - + . 1- -.•,v*_-:== O ❑ W I r _ rrrrr� =■��■■=rs� rrr ■ -r�err ■�' PERFORATED METAL OIL o j = -= Ii�T■iiiliwi■■ibis■■aI1�=f■slG■i HSS TUBE FRAME SCREEN Ci PI .'11111111111111111111111111- UP '- D TO O fl O -11r111111.111111111.111111° .. 011111111111111111.111111° 0 qii s >�::: _ ! ! !!! !s '--....•..-.----- I- 1_1_1 OINIEBE �- =____ic---=g-_ _1!= Irk I■I■■■i ■U! oimmo W r _ =-------==--M---=======_ __ 1111111101/1111111111 W U 4 =.__ si`iman=s-.--.Y_,r�..— i■■■■■■ii■■■all■■■■giswi ❑ 6 - -="z5------ !!iii..IIumIuluHffl l_ _ GALVANIZED STEELa ` er .. --.. = . SCREEN POST 0- i< '1 ti/J • 1 •{ ` FOOTING.PER W �� STRUCTURAL — in p � z Ce CD ic?_ 5� PARKING SCREEN PLAN _ ( 6 ) 1.6 SCALE: 114" = 1'-0" SCALE: 1/2" = l'-0" 53 OZ D 2 2 O 12'-2 112" J 0 4'-0" / /TYP SCREEN PANEL WIDTH SITE DETAILS-SCREENING STEEL BAR CAP PER STRUCTURAL - PROJECT NO. 17055 W - a2 r=. - # - - - . -.- = PERFORATED METAL X 04.29.2019 r I Z I - _ - I - - - --- ---- - SCREEN MOUNTED TO - HSS TUBE FRAME 10 -1w . _r-_ _ -_ Q LJ A8.04 •� _ _ a I o REVISIONS: # _ Z11 =NM - PARAPET ADJACENT E A Bid Set 04.29.19 x— _ - t _.-_ z ou B Add. #1 05.20.1• - i al- \ _ - J ce I- S GALVANIZED STEEL r 1 SCREEN POST _� 0• 0 Ni Lt) i*0ii�, •O• ••.-•--••di ♦ ,V. •th•••••• i�: :•• •♦ • •VQ t- ~ Q U L1.1Q CC I• Ix C ROOFTOP MECH SCREEN - PLAN _. ROOFTOP MECH SCREEN - ELEVATION fl SCALE: 1/4" = 1'-0" �1 0) SCALE: 1/2" = 1'-0" o 6 w A8 . 04 oQ z U GRID GRD I° 44,. A A CCS 'eta TERMINATION BAR AND LAND. yi 'a N I ,"' y FIBER CEMENT LAP SIDING •I1 ■�� ;__ FIBER CEMENT LAP SIDING a-- ' VAPOR BARRIER, WRAP ai■i1 i . .. k.,':,.. 111111 111 N - I WRB, LAP OVER METAL 4° • ..■i■ I� = WRB, LAP OVER METAL I ■�■� - UP CONCRETE STEM PO 1, O• GON I��■Irrri: ri FLASHING AND SEAL I ■, FLASHING AND SEAL WALL p 11� �1 1 = , - CRAWLSPACE ) ° - ,d 4At" r■a iJi ■■■ �1 G: CONTINUOUS SEALANT, .„ 44, Aftlt%) ■ N■u ■■ - CONTINUO S T! ■ ■■ A 1III1I1!hII ftI1IIIC!. / • ! : NEMMIEVE :':- 7 a ll ° 0 a i1a9rrirr�ir —yLR Q i�, r TAR'' ``J. - - A � '�L. -- �v z_ z I "°A° • ` �1f■�■ 1 - 1 Jim I�lla■i■iri■a' i i i - Q fl I, ■■■ ■i _ INSECT SCREEN 2 i-11�■I 11■i ,ir on ■i =_ A CONCRETE STEM WALL, SEE W 0 rarer I . a a- . -a'° 'S S R ` '1CAL �1■ ;;� _ 24 GA. PREFINISHED METAL F. . G ET . SILL 4 _ STRUCTURAL ` `;, STAR` E' _ 'IP . • v21 FLASHING SET IN BED OF SEALANT _ , � ►.:'. -'0' 0 • - . uV OVoIJo O W CZ r r�� _ INSECT SCREEN o° o ° o ° o ° o ° o ° o ° a' c VAPOR BARRIER \ ' _ LEVELI VAPOR BARRIER _ LEVEL1 �� l V .Y q -• � 1� �V q.,.,....... — r )o Flo Uo cJo Vo Co CO Do Q0 Q0 Q0 0 . °j0 I— O ° e ,. : : ., �<" ° _ O O p0 O oO 00 0O °O O O 00 1 - . - .-. 1 �,, Oo 00 0 00 o a 0 o a o 0 00o aOa o 0 0 N i , (� 9.' cri '-% 40 MIL SAM, LAPPED OVER }o Qo Qo Qo QoQo Qo Qo Qo 0o Qo Q a -4, - 0 L0 _ p. - �; 24 GA- PREFINISHED METAL pp �_ oa flo oa oao o°o oao oa a°o as as ao 4 °.... - ° .a . .. �,� N . I. . a A, ° •5E#fNG F ° ° a cv B SHEATHING, LAP ONTO STEM WALL )o a o o a o 0 0 0 ° o W 0, U ° I I I I I Q n n LL .e • 4. -/�— _., 1 ° ,,fir - ° 4 _ I Q° Q° Q° Q° Q° Q° Q° Q- Q° Q° Q' . " ' - " ." .A♦L• IN " M • °= ,�Ma. . M - ° 0000000°a0o°o0°o0°o C,°o0°00°00 0000°0 6. 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L SEEeSTRUCTURAL _,c :60Q0,0t_ - VAPOR RETARDER, WRAP a/ o �' ojgo •, BEHIND DRAINAGE MAT AND SEAL .... Q o si •. v° _ 1/2"CLOSED HEM = U V BENTONITE WATERPROOFING Z SYSTEM, LAP STEM WALL AND FOOTING PER MANUFACTURER FLASHING PROFILE AT GRADE `y - LASHING PROFILE AT CONCRETE A LASHING PROFILE AT STEM WALL ° w -0 REQUIREMENTS0 4NI �� p�0 SCALE: 6" = 1'-0" FL-01 %CALE: 6" = 1'-0" FL-02 SCALE: 6" = 1'-0" FL-03 W Q co06 4°��°�• - DRAINAGE MAT PER BENTONITE 3 (-I to `°< ' ` °, - - - �o oo. WATERPROOFING MFR Q o co _'�°''•° BENTONITE WATERSTOP, ALIGN '� - • ° l;oo°•�o •, ALONG EXTERIOR SIDE OF REBAR SHOP FABRICATED rr�ny �G CLINCH LOCK AND V a ° I �0Q0 7.,.,„ SEALED a0�-`\' / SEALED Z - - CANT PER BENTONITE B+ �"'%FR� GO 0G s" (I4) • . , . °: -�:Io� WATERPROOFING MFR )).p<,4p '44 FG ��0 'C '� PROVIDE BEADS OF t'yA/CQp ,, -._ -'..°poo, ie, py SEALANT ON EACH C,I Joao a __ _ CONCRETE FOOTING. SEE S_,p� SIDE Cr)4N N O ^ �Oo • �OoCbo.`.OoOa� STRUCTURAL '�` " • a• d °. �p 41!:(56 Oc �00'DL,.,.�;0 ✓c.,,4.)„J•C`.Jv\.;'0,.; 6p � / N • -•- ...,(cb::,�4,°ICEP.4�g E�cb q,°acb °%° 'C`' jp PROVIDE BEADS OF W ° •:73606C�, flr € BECY)SIDE Z 12 CO 0 0 el 4 ° 4 •°•60°S0°, l d .. - 4 • .opt° mop % I -111.°111111111111111. tPten F 4.' III Q LL - d-. _, - • dib - F • - e G 1. 4 .•- N °O° d • / W w bra - < - / -� d. g- _d „ - - ' • ° - Cr o ' PROVIDE BEADS OF Tit'''. • - 6�.�5°6,s��,,�� SEALANT ON EACH LL e a ". o • �LJoO \ / \ SIDEAllop, (, (n CO 4 - ,.r :gam 0.(13°A00A • QOp�o opt" - SET DOWN LEG ON Y LL 00, 4 -. .. - r e • 4'. - 21 e ,00 .0 . CONTINUOUS BEAD 1,...) -L- LTJ ' -- .- - - :° 4° o 9op�o OF SEALANT 411111111114* o H z d, ° ` • �oOoG SET DOWN LEG ON �— SET DOWN LEG ON woo i_ 1 1 � I—\ ' 1 1 I ' --III I`I I I I I • SHOP FABRICATED W Cfl I I I — I —� Ilk! - III I I I CLINCH LOCK AND CONTINUOUS BEAD OF SEALANT BEAD ❑ —1 1 f BENTONITESTRIP A SEALED W OF SEALANT ELEVATOR PIT WATERPROOFING s OUTSIDE CORNER AT GRADE 7 INSIDE CORNER AT GRADE E_3) OVERLAP AT GRADE o H.Et= 11-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" Z SCALE. 3r D 2 2 0 0 SHOP FABRICATED EXTERIOR DETAILS- /2N C' G �� CLINCH LOCK AND FOUNDATION AND BASE s+ 410? `a - SEALED CONDITIONS '4C �G ��ri` �,, 0060- 1)-a,41,0 ,�\ 84 ,� S Pa' PROVIDE BEADS OF �.AC4p SEALANT ON EACH 'c,4. PROJECT NO. SIDE 17055 ` 1 � �\G � �jCq�T - PROVIDE BEADS OF r I I < SEALANT ON EACH X o 04.29.2019 1 I I SIDE tEVISIONS 10 1 14144t*is..Noijol I I I I 0IPI I . I I I s� Z I O,p I A Bfd Set 0045 2209 / F � v0 Z : B Add. #1 05.20.19 5 V3 0 Z rt 1 ' � ! o 3 '0.i' / 94. SAO '" J w �. '��. / PROVIDE BEADS OF Q § SEALANT ON EACH 8 / / SIDE LL X \ � , / SET DOWN LEG ON / 1 " CONTINUOUS BEAD E- z OF SEALANT / r w ci SHOP FABRICATED CLINCH LOCK AND ` - SET DOWN LEG ON SET DOWN LEG ON C7 0 SEALED CONTINUOUS BEAD CONTINUOUS BEAD z OF SEALANT OF SEALANT ix OUTSIDE CORNER AT CONCRETE INSIDE CORNER AT CONCRETE - cii) OVERLAP AT CONCRETE . - % A8 . 12 1 SCALE: 3" = 1'-0" 1 SCALE. 3" = 1'-0" SCALE: 3" = 1'-0" z D` C SHOP FABRICATED 4.. � . - CLINCH LOCK AND \-' SEALED Np ii� G 12„ p�� Ogg GPy PROVIDE BEADS OF c°RN N2 G�e\ SEALANT ON EACH IDE �A�A • 1 ' `r i, d' GON It OS C< SPS 0��C,P� S� /Ljj� PROVIDE BEADS OF �� CIQ47)/4614/1• SEALANT ON EACH , SIDE , C) f 1 aoE / ----. U V.I.F. �� I I / \ I WCe co 0 .cr � � %H., U as v, '�\ " W o co 0g � fiIH a, •\ I \ � \ - � I � / I \ = o \ \ I ., 1 -- / 0\ \ II I o \ ' — PROVIDE BEADS OF / < SEALANT ON EACH – SIDE / cc a NN SHOP FABRICATED CLINCH LOCK AND 2 0 SEALED a) Z C N FLASHING PROFILE AT SUBFLASHING OUTSIDE CORNER AT SUBGRADE INSIDE CORNER AT SUBGRADE ~ , OVERLAP AT SUBGRADE ° N SCALE: 6" = 1'-0" FL-04 SCALE: 32 "' = 1'-0" SCALE: 3" = 1'-0" (4) SCALE: 3" = 1'-0" W N J o c� v W 3 N N ao � Uco 0 CO 1-r) Z SUBFLASHING, FULLY SOLDERED .-1 ..<..;. INSTALLED PRIOR TO STAINLESS STEEL CONCRETE SLAB SADDLE FLASHING �? D ...."•• NO \ BED OF SEALANT \ ` \ (y \ N SEAL WITH (2) BEADS ► \ \ \ LAP WRB OVER I` \ 4 m \ SEAL WITH (2) BEADS a �� I I \ \ METAL BASE W \ \ ` � \ I I \ \ \ \ FLASHINGS AND �/ m HUM z a \ \ ° . ,a ! 1 ENDS AT ALL OPEN °q: q. \ \ - \ SEAL O O a ' _ - a111111H1111 �\ •a \ € ' ... .r - .4a r. a�.- - - < _ \ \ q" d. a . - d �IIn�' - �\ - g - Q4. -:a '�`• a 4- \ \ \ 1 FLASHING -ALL .-_ '°° .Q '; .. - \ \ �.,` CC ❑ ° \ ° ° 4 I�IIII��IBI .►' 4 LOCATIONS • - • . .a r , \ �/ -• G 0 1 TERMINATE • .. r ° • • ° °_ 1 SUBFLASHING WHERE I 1 ° I V ° TERMINATE ° . - GRADE PERMITS I I - ° a Y �V Q °. - : d 4 SUBFLASHING WHERE p'.4 r 4 ° W INSTALLATION OF BASE ��. e _ GRADE PERMITS FLASHING a4_ - LLI > li U) INSTALLATION OF BASE A a W FLASHING s 4 Ce LJ-° as • •. . CO �? FOLD DOWN TAB . Q" `+s r M% � paoz STEP 1. CONCRETE SLAB ON STEP 2. CONCRETE SLAB ON STEP 3. - CONCRETE SLAB ON STEP 4. CONCRETE SLAB ON ❑ Q GRADE GRADE GRADE GRADE LU u) 0_ CC BASE FLASHING AT CONCRETE EDGE - PERPENDICULAR WALL_ -- _ 5 SCALE: 3" = 1,-0" Z T- 2 SHOP FABRICATED CLINCH LOCK AND SEALED O '2„ 0 v,G PROVIDE BEADS OF cGi4N �� SEALANT ON EACH 6 �'A, FAQ 6" �L G QGT- i\ SIDE 1)•A�C p C'QC FFG �,,OtiC •.:/ �p/C%gA FOUNDATION AND IBASE < SOQ\GA S „M CONDITIONS P\G�- \ I �4 PROVIDE BEADS OF PROJECT NO. 1 SEALANT ON EACH 17055 SIDE 1 ! f I II I SET DOWN LEG ON x o 04.29.2019 QCONTINUOUS BEAD OF SEALANT tS' p Q w�,owa REVISIONS: .#5oG� I / _.. j \ \ �� \ , �� ' \ \ \ C-2 A Bid Set 04.29.19 \ �� Q�' S't ----->K / \ Z j B Add. #1 05.20.19 I I �� I 4/ \AF 1 \ I \ ., , = a / \ \ - , - PROVIDE BEADS OF ?\\� _1 o - - - \ \ / SEALANT ON EACH \ U o N ---,„ � - \ \ SIDE \\\ Cl) o ix ` \ \ \ s - / SHOP FABRICATED \l\ \ Q 0 /� \ \ CLINCH LOCK AND I W / \ / SEALED \ Q Ii- I� OPEN HEMMED DRIP CC OPEN HEMMED DRIP EDGE, TYPICAL Q % OPEN HEMMED DRIP EDGE, TYPICAL EDGE, TYPICAL Cl) o Z W - STEMWALL AT INSIDE CORNER STEMWALL AT OUTSIDE CORNER STEMWALL OVERLAP 0 U SCALE: 3” = 1'-0" SCALE: 3" = 1'-0" - ZJ SCALE: 3" = 1'-0" - } A8 . 1 3 og 0$D ilk 4.74C I ile4t6 I Np. i �a N n I ' r 1 = -' 1.4 - - %�- VERTICAL T&G WOOD SIDING ,..':=': , rrr_■■. D, o GUN MINIMMW— - METAL OUTSIDE CORNER, PAINT III }� C.7 - 1.11.00111 I1!IPJF1 �1lL. • • • e. !!LI!hEiij—FdH!!r■_■■!_ ::a :■�� NTA rr_i■■ ii■_ ;%/ TO MATCH SIDING illu ■■■ ' dill ■_` VERTICAL SHIM ■!_ ■■ l11�111 ■■ u �uorra_a■r ■i. _■■■_t! -A_tia ■ _i■■ ■■ ■ ueuri■ FIBER CEMENT LAP SIDING ■_i I■■_■■ _■ _.;; A.■mi "IIn7■jiL ■.a��_I....... —'li■71j _ : 1 i1N1nL■.._■.. 11n,11 li■_..r_ jIlr_■.■ • \'_ . _ ! CONTINUOUS INSULATION Ila_t■e_ �il■_irie�. _ 1r ■■■■_■!■ M11=1.114...1111111.19.11111=1.1 ■_■■■ jj1 jI1jL,.: iial■�ari r■■!_■■■� 1' VERTICAL P.T. FURRING Auer■�■n a_! _ ur■r■!s■lir! V _ __ ■ irru 1 !a_'11�1 .■A_■ E■■■ I ___ MEW '■IIue_ue■III _Au __ ■■■ OEM ■_: usli:moi i ■ a E jj11�111 - - _ , ■L. \ /�/ /// /// iI \ _ ;IIL:::-.. or s 25 MIL. SAM, EXTEND 4 112" PAST : IILrn_u ■■ � !■_rr! 1'."..: :,:-,.;". ,.:':,^:r ..:: .`. .' : ` ;•..:`. -::' .' ■_■■■ r,rrr ■ter■■■ I =-- _ -s CONTINUOUS INSULATION a■■ ■■ c� _■■■ ■■■ - - - - / EACH SIDE OF CORNER , ■■■_■ iEA_u■ ■t _r:. _ _ _ MEMMIli „■""'Ill - - - • ■!■ 1j1n11I --- — — — —, ::r'll ■■L'ill�jj _ _ 'll�j�■�:: li_ w �; �rr_ 11� ■■■ - - SEE WALL ASSEMBLIES IKEA= jL■l - llimos // // /// C ■■■�■■■ At_ ■■_■■a I s 25 MIL. SAM, EXTEND 4-112" PAST ■■■u■■■ ■ II_u■A_ \_:,' _ _ ,� WRB :�■::iu■■ - - - _ Aare■■■ ■u_A!■ . ue■r■■r u■_■■■ - - ■oz os■� ■_u■.ir EACH SIDE OF CORNER ..:1.........• .■■_ , ...,^: `_, ;''; :' �'�I11 FOR TYPICAL EXTERIOR ■■a_A■ ■_!i ; , !! W: - - WALL COMPONENTS �! �u_\. A■_■u �_� _ _ SEE WALL ASSEMBLIES_ __ _... c • •c SEE WALL ASSEMBLIES _ _ _ II�III �lil \. . WRB IPiHh \ __- FOR TYPICAL EXTERIOR im" : ■�reu■ ilIliHi! FOR TYPICAL EXTERIOR �iiL - _ _ r.==� .� WRB 1 . ._..._ _- -- II�- as_■■■ n _ r- _ -- _ _ us_o! _ _ _ e■_a.a_■ f�_ _. _ SEE WALL ASSEMBLIES FOR ■■■_A \' - I WRB W o ___ �Ri� jj� _ - - 25 MIL. SAM, EXTEND 4-1/2" PAST Y :i:�■■■ I __ TYPICAL EXTERIOR WALL - ■�r■Ij \• \\ h c� - - - / •• ■j■■_■ j EACH SIDE OF CORNER ■ III!! ■ . - - IIL =__ ■_: IIIIn1 rl• - COMPONENTS ■:: ::::�11 _ �-— ■■■�■■ ■■■�■■■ 25 MIL. SAM, EXTEND 4 112" PAST ~ -. - - - / ■■■_rrArwll - - lll� r■,rrrrl�.rr.. - e■i_ei� I '- c \: - - ::r■■ ■a _- __ CONTINUOUS INSULATION e! l:: ■■"a' ■�r■ ■■ - EACH SIDE OF CORNER I o rl, -\ _ - I ::: ::MEM-MM - - - •. 11j■jli1 I --- — jlli—il_rre — _ _ a� • r■_■!! ..e _ ■■eeea■e_r v I1iHi! !!!!! = llLau� P1L!HL:ui VERTICALPT. FURRING - = _- - VERTICALSHIM I�A■ s A_ I __- _ =�r■A■ \ _ _ ■ 13 - a!_■a■u■ - 11 '�illA_i I _.t!_■u 11 -- - FILLET SEALANT a \.: - - _■!■_■!■.j11 -- - - HORIZONTAL P.T. FURRING ■i ■■a_' ■�alsir i1L■1 - m • _ IIL.. -_- - :::moi:.— !_■ '—'iln,...=rrMI i ii_■ _ _ ■r II t.■ II■_■r■_■_ PREFORMED METAL INSIDE ili�.■._. - - - o - - -� j .■.;■�.■'■■ I i = VERTICAL T&G WOOD SIDING CORNER, PAINT TO MATCH SIDING Q Q o - FIBER CEMENT LAP SIDING = ` N w Z l \ OUTSIDE CORNER — WOOD i ) 1 NSI DE CORNER —WOOD OUTSIDE CORNER — FIBER CEMENT INSIDE CORNER — FIBER CEMENT °` . � Y r m N ) SCALE: 3" = 1'-0" PLAN \2J SCALE: 3" = 1'-0" PLAN , SCALE: 3" = 1'-0" PLAN \ } SCALE: 3" = 1'-0" PLAN W L N / 2.. / 2,� J o m Ce N FILLET SEALANTQ i m 0 Ir_,- �- - FIBER CEMENT LAP SIDING 0 ` ° • 2 5/8" 2" r.A. • FIBER CEMENT LAP SIDING GI f . ..i. • VERTICAL P.T. FURRING g„ 24 GA. PREFINISHED METAL • I• - • ' , ° ii'G a .. a '% Co / FLASHING WITH HEMMED EDGE, , ` .a .- a +o 9, 4 r .....-1 rr n� . . d PAINT TO MATCH SIDING 3 • • FILLET SEALANT V °a FLASHING PROFILE FLASHING PROFILE FLASHING PROFILE .•_ 24 GA. PREFINISHED METAL 4- - s 4GA. 'RE `ISH r ME Ai■� ... e_:=iim.. j •j j VERTICAL P.T.P7FURRING 4 •• ° : • • _ -• ° • er FLASHING WITH HEMMED EDGE - VIII ■IMM I1�f1 4 FLASHING WITH HEMMED EDGE, CO _iee_■re _ 1_;e `. a PAINT TO MATCH SIDING ❑ ■■iuiu■ Air_ • a .. a a ... a.. .< .°:tr. i tr■� j�lI� / CONTINUOUS INSULATION C� ° 4 ;. A IIID..1111=1.1.11.61111.11.. SEE WALLASSEMBLIES ° e N O is ; - a _ •_ • • j ,/ER T: • 001 SIDING !■ ■■■ ■ ■■ 25 ML. SAM, EXTEND 4 112" a CONTINUOUS INSULATION MM." i._!■ FOR TYPICAL EXTERIOR / / �-• N ill a = a " ■i..e..,■i.. A WALL COMPONENTS5, PAST EACH SIDE OF CORNERA. - 25 MIL. 9" SAM LV o a . -d HORIZONTAL P.T. FURRING I IIII Ile WRB a . I��I �j WRB d U) J CD -Ge. e - d a "-�a,. - ' I VERTICAL SHIM _ • "sem 25 MIL SAM, EXTEND 4-1/2" - �fp,° p-2 114"< SEE WALLASSEMBLIES FOR '� °� ---a - �- WRB $ • *_ ae ' ,' _ _:; '�— — CORNERCH SIDE OF4-. 4e.c$ ` . - � a "° a°a TYPICAL EXTERIOR WALL �� SEE WALL ASSEMBLIES FOR 0 O a _ ■■ - _ _ a °< - — — —i— COMPONENTS TYPICAL EXTERIOR WALL ❑ jj ■ _ __= VERTICAL P.T. FURRING ..'• . 0cK• I. • ''. /�• : •_ ■. COMPONENTS I� I ,- / II■ \ PREMANUFACTURED SHEET O ■!■��■ 'mii METAL FLASHING, PAINT TO • ■ _ laL elatll[ar_m r1 I *� RIGID INSULATION . - ' 2 0 ia_■ae_■ ,,.I --_ ��■■ - - "� MATCH SIDING •-. - - a ■ ■1 ils� ��. U v U- ■!■_■!! I _ _ll 11 a ` lL j11n110: \ ., I _ CONTINUOUS INSULATION - _ _ - ■ !_li�lll■1 - I ! ! : w >2 �■ _■■ i _ _- - - ` - p - : •- II ■■ irr_■ I� A•i■A / —II 11 au Ij 1—in I " i I =_ % HIGH-TEMP SAM LAPPED OVER \ ---=_ a °a • \ ....... i eieil.>r R" T. .1/.'.. ■■�■■■ ■■ _ 1.1 FIBER CEMENT LAP SIDING ■ - ma_.� mt... Ohh e j •-_ ___ SHEATHING. LAP ONTO .. -- t _ a; _- _ere- ,fir/ STEMWALL .- _-_ - _----1 FILLET SEALANT , B ,- ■ __ ili j � V m - -' h- = I WRB ___ ► •` Q . . •` 4 IGS:: l !rte c� VERTICAL T&G WOOD 11 Y I li ■■� __ SEE WALL ASSEMBLIES ■ SIDING °% • ■ ■■ ■■■ _ (.} W - FOR TYPICAL EXTERIOR ,; = ..---# HORIZONTAL P.T. FURRING a ■ I� "A ■'■ O CO Z !..j.,:17-1 ,‘,, ,I _ _ WALL COMPONENTS .. .... 1 . I\./ I 4a� j 611=11.11."1:1111711111 - ��// H VERTICAL SHIM \': , ❑ Q CONTINUOUS INSULATION W co CL C O OUTSIDE CORNER — WOOD AT CONC INSIDE CORNER — WOOD AT F.C. FIBER CEMENT AT CONCRETE INSIDE CORNER - CONC TRANSITION _ 5 SCALE: 3" = 1-0" PLAN SCALE: 3" = 1PLAN SCALE: 3" = 1'-0" PLAN 8 SCALE: 3" = 1'-0" PLAN N- Z 4 114" i / 24 GA, PREFINISHED METAL GRID 2 1 11Z"' FLASHING 1 3 1/2" 24 GA. PREFINISHED METAL z_______1 1,2 t/ FLASHING FIBER CEMENT LAP SIDING -s % O _SAA �': VERTICAL P.T FURRING il�lll■1" ' I - VERTICAL P.T. FURRING 24 GA. PREMANUFACTURED METAL 21m. :==p '- 1ILj dc•_- WRB, LAP OVER METAL FLASHING 2 1�2„ 2 1/2" FLASHING 25 MIL. SAM ' �� 1lPw --_- AND SECURE WITH CONTINUOUS EXTERIOR DETAILS BUILDING FLASHING PROFILE . j i►>i . i BEAD OF SEALANT(AIR SEAL) METAL PANEL FIBER CEMENT LAP SIDING SKIN ■■ II Ili FILLET SEALANT FILLET SEALANT WRB ' _ _ r TI r US �'LA •IR -' L A FLASHING PROFILE VERTICAL P.T. FURRING :NIIMI � ✓� FIBER CEMENT CONTINUOUS FIBER CEMENT - / Aa_■■ I�I� e• i LAP SIDING -',,•Ia0 wIl l►w" " LAP SIDING INSULATION CONTINUOUS INSULATION PROJECT NO. +!ice- �rla�rE'" r DAb 3 1/2" SHOP FABRICATEDsr CLINCH LOCK AND A SEALED !it�. , ' ► I5 \ 72"C ��G SEALANT ON EACPROVIDE BEADSH 6" s" �p�CF'4� .4 Gp�P\,P�' SIDE �''�'q< �$ ' 00N 'c� ^ 5 ` Q s�"ti,,, tP 40/1 00 (� ..* PROVIDE BEADS OF SEALANT ON EACH V co SIDE `n \ o I \ / \,,,, SET DOWN LEG ON W I CONTINUOUS BEAD OF `S< A �� OQk. 4„G SEALANT J ,_... .... 9s44*I >4' I00, 144. � / � \ (> v Tuui0T ,\ r N `s° / 1 PROVIDE BEADS OF �� ► (.) SPLICE PLATE a w \ SEALANT ON EACH IX a WHERE OCCURS - `r° : PRED �, \ `-° 112" CLOSED HEM / CLINCH LOCK AND / (— SEALED Ce ° a OPEN HEMMED DRIP EDGE, TYPICAL OPEN HEMMED DRIP Q o — EDGE, TYPICAL OPEN HEMMED DRIP = # EDGE, TYPICAL m Z _� THROUGH-WALL FLASHING PROFILE FLASHING AT OUTSIDE CORNER -- FLASHING AT INSIDE CORNER FLASHING OVERLAP ° a, i N 1 SCALE: 6" = 1"-0" FL-05 2 1 SCALE: 3" = 1'-0" 3 SCALE: 3" = 1'-0" 4 SCALE: 3" = 1'-0" W o co Jr Ce N 1 N ' s FIBER CEMENT LAP SIDING Q Cr) IL!!!.. WRB, LAP OVER METAL C1 —4 :' FLASHING AND SEAL i' 1 _ - - BOTTOM EDGE OF UPPER - - CONTINUOUS SEALANT, COURSE OF LAP SIDING '�Y. AIR SEAL -[ / i �� \ i r -- FIBER CEMENT SIDING, REFER TO z - r� 1-1---- ,� ELEVATIONS TURNED UP END Ci) NI -_-: / %' AMA D ATTACHED �_ FLASHING PIECE TO ❑ ' HORIZONTAL P.T. FURRING STRIP i 6D FORM DOWNLEG (V 0 .�\ .. _- A8.22 . V.I.F. _ -,' -__ NI N STARTER STRIP ' MODERATE CONTACT, NO __ INSECT SCREEN SEALANT- FINISHED EDGES \ W -- W- . _ � TOGETHER PER - j;; MANUFACTURER- PRIM CUT ss .. _- EDGES AT SIDING TO TRIM �- - FABRICATED FLASHING - Q :__ HORIZONTAL P.T. FURRING STRIP TERMINATION, NO _ O 0 Q C i 1 _- 1 24 GA. PREFINISHED / "1 PREFINISHED METAL JOINT SPLICE WITHIN 24" OF . 4'j G 0 +i=! - METAL FLASHING FLASHING OVERLAP TOP EDGE pQ END TERMINATION N \ - _ _ OF NEXT (LOWER) COURSE OF \ 4"� � - \� ► O ISI \` -__- LAP SIDING - 7 O r n �- 25MIL. SAM, IAP OVER WRB \ �� j �.1 u_ m \ TURN UP END DAM \ N t s P.T. FURRING STRIP BEHIND JOINT TYPICAL 0 �� 'f i � OPEN HEMMED DRIP �--2- Q I"'" s FIBER CEMENT LAP SIDING 118 y FLASHING 6B I ATTACH FLASHING ti EDGE TO RECEIVE w — VERTICAL FURRING STRIP -_ I 1.1:- _ _ _ -i- '48.22 PIECE TO FORM M SPLICE PLATE, TYPICAL W U� 6C DOWNLEG O ❑ - I ` TOP EDGE OF LOWER COURSE OF '4822 LINE OF TRIM --__ CONTINUOUS INSULAITON LAP SIDING BEHIND JOINT V a ( ) m _ FLASHING �/ - WRB BOTTOM EDGE OF LAP SIDING U = w .� 1 - Z � � 1 _ _ A. AXONOMETRIC B. ELEVATION C. ELEVATION D. SECTION/PROFILE 0 ry THROUGH WALL FLASHING --, FIELD BUTT JOINT AT LAP SIDING - , TYPICAL HEAD FLASHING o J SCALE 3" = 1'-0" SECTION �� SCALE: 6" = 1"-0" ELEVATION ? S ' LE: 3" = '-0" 0 Z '�~ V-.,- '-.7 f---y-.7- Y-✓— — -- - N-- D Ns GRA GRID FIBER CEMENT LAP SIDING L ;� Y�, - I�- - I ! U VERTICAL P.T. FURRING — - 4" EXPOSURE TO --� - ■' _ . L i . -a� ALIGN WITH __�' ; — - Y---w: '"' EXTERIOR DETAILS- BUILDING p OVERHANG CONTINUOUS INSULATION ■ - - PI :,- SKIN a NEEMBIENNINWRB�LAP OVER METAL _ . - II 1 I _ e _ �` SUSPENSION SYSTEM __,..-- FLASHING AND SEAL ■ _ _T. PROJECT NO. \- - - _ BLOWN-IN INSULATION ---- _� ► L - ■ `■ _ _ �___. CONTINUOUS INSULATION Li] _- ' "�' 1 ` �'�� : _ _ 17055 Q • STEEL BEAM, PER STRUCTURAL — _-_ --rr�ri;_ .__ _.11.11.1.11=.11111.1111111 _ _ -V WRB 2 w w f- _ ,'� 04.29.2019 z O w _ I . 1 SEE WALL ASSEMBLI ES FOR x g II a TYPICAL EXTERIOR WALL ,- 0 w O (2) LAYERS 518"TYPE 'X' GYPSUM ' I F- '�.=. COMPONENTS I- n z a o BOARD - r-ry _ REVISION n - - METAL FRAMING CO Q r 0 0CLIGHT GAUGE _ GAUGE METAL FRAMING - v LIGHT H o o Z Co et w r' its Z \ Z UJ a, Q 0 - _I 1x6 T&G SOFFIT ,Er 3 A Bid Set 04.29.19 0 < o ( 25 MIL. SAM, WRAP AROUND _ T _ _ _ l" a ij O N FRAMING , . - - --: w o v� FILLET SEALANT i ° m a CONTINUOUS SEALANT, AIR SEAL -_,->�. � �� - I � �' b N 8" LAP SIDING - I N :_-_ i,. . a, 6" LAP SIDING HORIZONTAL P.T FURRING STRIP ----- m �� PREMANUFACTURED SHEET Q o _ METAL FLASHING, PAINT TO MATCH \ 4" LAP SIDING \ f____ ____<--i, ��=- - - =i . r S STARTER STRIP �.... SIDING m W _ U w �. \. HORIZONTAL P.T. FURRING F r a INSECT SCREEN - / w a �T VERTICAL SHIM _ 4 ( 24 GA. PREFINISHED METAL ----_______16. --= - - -- Q r \-- NOTE: SHADING TO ( FLASHING i SHOW VARIATION - - - VERTICAL T&G WOOD SIDING 0 o .` ,� ` IN LAP SIDING 1x6 T&G SOFFIT ,'—A' . . -'�k_ - - U CEMENT PATTERN EXT WALL TO WOOD OVERHANG -- , WOOD OVERHANG TO WOOD SIDING w } ■ 22* FIBER SCALE: 1/2" = 1"-0" 11I SCALE: 3" = 1'- " 12 i 0 . A8 CUT WRB AS SHOWN AND INTERIOR EXTERIOR 514 FIBER CEMENT B ' A p di ^r r-�_fA INSTALL FLASHING PANEL APPURTENANCE BLOCK- PAINT OVER RECTANGULAR CUT WRB AS SHOWNN ANJD APPURTENANCE- LAP AND TO MATCH SIDING 10 �� INSTALL FLASHING PANEL " SEAL WRB FLAP OVER TOP OF LINE OF WEATHER CUT WHERE SEALANT, TOOL TO HOURGLASS NI). )i FIN n Ir OVER ROUND SAM FLASHING WITHREQUIRED, FULLY BLIND CAULK SHAPE AS SHOWNtitliA APPURTENANCE- LAP SHEATHING TAPE ANDA "" AND SEAL WRB FLAP - FOAM BACKER ROD, SIZE 1/8" OVER TOP OF PANEL CONTINUOUS BEAD OF S 1/2" MIN • i� WITH SHEATHING TAPE SEALANT ,�`, A UON FRICTION F TIN OPENINGR THAN & D' O. 00W / I AND A CONTINUOUS BEAD - ' // 1 J t t I / OF SEALANT - ' /' - - POSTIVELY LAP SAM AND I fat) �'� e ,I� /' PATCH/SEAL ALL CORNER TYPICAL PENETRATION, FIELD UT U ,' I ,' 40 VOIDS VERIFY OPENING SIZE - PERMIT I/ i CLEARANCE FOR DYNAMIC 1 • �� / ��' _/ SIDE VIEW SEALANT JOINT(WHERE V r POSSIBLE) OR FILLET JOINT - I a o .-- -.100,---- - , �� PREFABRICATED - w _�, - 4" SAM - LAP ONTO FLASHING PANEL-VERIFY � r W al ..- . I SIZE OF OPENINGS PRIOR PROJECTING FACE OF 1" UON-- ,iiEQ ,tiEQ ,i/ �1"UON APPURTENANCE AND ADHERE TO ORDERING FULLY ZO 514 FIBER CEMENT IN CASE SUBSTRATE DOES NOT PROVIDE o APPURTENANCE BLOCK- PAINT SAM AT VERTICAL AND N \ TO MATCH SIDING ADEQUATE FRICTION FIT FOR BACKER ROD: U m BOTTOM EDGES �- W o m Th. , I N -`__- - \ LINE OF WEATHER CUT WHERE ~ I �� REQUIRED, FULLY BLIND CAULK 2 1 S 1 ,...-] S = 0 J ` EDGE OF SAM LAP a ` 1`_ ' - I �' w � _ _` � � TYPICAL PENETRATION, FIELD VERIFY OPENING SIZE- PERMIT 00 r CLEARANCE FOR DYNAMIC Q TYPICAL ROUND SEALANT JOINT(WHERE m I APPURTENACE, NOT Z POSSIBLE) OR FILLET JOINT BACKING OPTION #1 CUT BACKING OPTION #2 L O BACKER ROD TO MAINTAIN (PERPENDICULAR SUPPORT o I SHOWN FOR CLARITY TYP RECTANGULAR REQUIRED DIMENSIONS & ALONG DEPTH OF JOINT) - L APPURTENACE, NOT SHOW N FRONT VIEW NOTE: DIMENSIONS AT SIMILAR PLACE OVER FURRING STRIP USE ADDITIONAL BACKER Q o -- FOR CLARITY CONDITIONS TO BE ROD TO MAINTAIN REQUIRED i Nu CONSISTENT WHERE POSSIBLE. DIMENSIONS m '--- A Z iIPANEL TYPICAL SAM WRAP AT PENETRATION TYPICAL APPURTENANCE BLOCK TYPICAL DYNAMIC SEALANT JOINT ° ,2 31 4 N �� SCALE: NTS SCALE: NTS SCALE: 3" = 1'-0" J SCALE: 6" = 1'-0" PLAN & SECTION ,) W y co I A � O F -- WRB, LAP OVER METAL FLASHING e c r.� `� AND SEAL � ♦ ' i ` � ♦ ' � r � / ♦ r ♦ ' � r ' j �,,r Q o � -t---� _ CONTINUOUS INSULATION a L--- _ s {) Qin \II 7 ,. _.- - - _ FIBER CEMENT LAP SIDING ■■■�■.0 -..'I __ FIBER CEMENT LAP SIDING — SAM EXTEND 2" MIN. INTO OPENING 1-.'. ___ t ■■■�+■I ___- :„. -- _ • NT(A1 .SEAL) ` '';I =-_ �I��I _ 1p,' III 1� — WRB, LAP OVER FLASHING PANEL -;=,I - WRB, LAP OVER FLASHING PANEL - ° '�/` r r III = AND SEAL jjiii!! =- - AND SEAL - 0 ST_-TER RIP 111111,11 ■�■ .r. — 24 GA. PREPRIMED METAL HEAD • ■�■■■�■■ _ _ 24 GA. PREPRIMED METAL HEAD • I = �` A ��r'�` II \ <_ I -------- FLASHING SET IN BED OF SEALANT ■ ■■■■ II I = FLASHING SET IN BED OF SEALANT c� PREPRIMED METAL FLASHING Ina",, -. ■ MI --- _ FIBER CEMENT LAP SIDING iii�■1' - IIIEi■' ' - _ - FLASHING PANEL L \ `�. r ll■..■■r I FLASHING PANEL - HIEN -HIM? - DYNAMIC SEALANT ■■■E■■■ 1. 111 1 I .,,�- _ _ - ° CV I rrr■ws "`` \JOINT ALL SIDES A ■■■ I , _ _ N rr■ __ g ' a 4 N �� FIBER CEMENT MOUNTING BLOCK �il7Lll - - r� r■:� W I .... TY l BACi��RAFT ��r■r I y __ FOR PIPE PENETRATION, PAINT TO 1! . - FIBER CEMENT MOUNTING BLOCK a J 1 1 I , , DAMPER I, I�IIL�■ _- _ MATCH SIDING, TYP. I� I�■■ --------- FOR PIPE PENETRATION, PAINT TO Z m LOUVERED VENT 1 '.ENNE ii, i•iii�■■ _ _- _ c� MATCH SIDING, TYP. - O 0 Q I COVER W/ INSECT 'ION i —'lIM - •= - , a - CONCRETE WALL C�- I I SCREEN, SET IN I —, s APPURTENANCE '4'-- ■I••_•• = S� J _ Q SEALANTli - Il _ _ _ _-- - 1 -.1 - PREPRIMED SHEET I� , I _ 1- i A\ iA : `' 0 Q Li. I METAL VENT COVER, _ i4 0 I OPEN AT BOTTOM. ■^ ■■� -_L _ I - ROUND APPURTENANCE U —�- I"�"' -- - — ROUND APPURTENANCE = I ~ <. ---k UJ - ATTACH TO BACK PAN II - - . - . I CD WI(2) SS SCREWS AND \ .;; I' -_- - I 11 ,. I =_- • . , a - W (n I - NEOPRENE WASHER, __ -—- °ill W O I� r EACH SIDE __ * SEALANT AROUND PIPE AND SEALANT AROUND PIPE AND SEALANT AROUND PIPE AND Ce 1' I --, -7` - ---' C :- - li 1 _ I _ THROUGH MOUNTING BLOCK 1 , . _-_ _ _ THROUGH MOUNTING BLOCK THROUGH MOUNTING BLOCK V CO IL— • I \ I - SEALANT(AIR SEAL) I __- WEATHERCUT BLOCK AND SEAL AT ■�I II ■!111 - _ - _-\,'- SIDES AND BELOW T IIL!i.I i ll AlIl ai:R hI- rITT iUJ e�— 'I T IN I— r■■.■■r SIDESAND BELOW 1 . L1`,: ■ CONTINUOUS INSULATION SEALANTR SEAL)■■moo■ FIBER CEMENT LAP SIDING�I WRB WRB Q I Lr- EXHAUST VENT SECTION ELECTRICAL PENETRATION SECTION PIPE/HOSE BIB SECTION PIPE/HOSE BIB SECTION co >- SCALE: 3" = 1'-0" 6y' SCALE: 3" = 1'-0" �7 J SCALE: 3" = 1,-0" g SCALE: 3" = 1'-0" Z IA B 2 GRID — �i r ---- FIBER CEMENT LAP SIDING 1 _ # ,• '. .- '_-•- •• ? a o 10 —1 112"TYP - - - WRB, LAP OVER FLASHING PANEL A� g.Fy `I III am" �1::•-1-7---1-: .. --_ AND SEAL I II 1;• _ ✓ _■■ �l i1.:-.:t—ii.' r. - . EXTERIOR DETAILS- -. rr� r __= Y � 24 GA. PREPRIMED METAL HEAP * • SIIII ':=JE - _ SEE WALL ASSEMBLIES FORI I�`II _ FLASHING SET IN BED OF SEALANT APPURTENANCES • _ TYPICAL EXTERIOR WALL ■ILII I .■�� MIM 1-1::-: COMPONENTS �l■.::: * .e- - - Limn Iii II 7., r1�h IL 1-;, __ WRB �'� Ill �i�:` C_-_-_-_-:- FLASHING PANEL "s CONCRETE WALL f:0 D - 7 1 112" MINERAL WOOL INSULATION I�11 :.11-i PROJECT NO. ■••Trr I. - 4) DOA jit, 4scp 42.. NI): y - ;'N • NOTE: ALL SURFACES TO BE PRIMED PO� ' D, O• GON WITH A MANUFACTURER APPROVED 4 ama ADHESIVE PRIOR TO APPLYING SELF- aO ADHERING FLASHING. FULLY ADHERE B OF O}"" ALL FLASHING WITH A SOLID RUBBER ROLLER. 3C : " I—J PLACE 12" SAM, EXTENDING 8"ABOVE THE • _---------- WINDOW OPENING&6" BEYOND EACH O 1A JAMB WRB PER MANUFACTURER a E INSTALL CUT VERTICAL SLIT FROM EACH CORNER oo OF WINDOW OPENING& FOLD FLAP INTO W 2A ' HEAD, TIGHT TO JAMBS. APPLY SEALANT re m 0 1B INSTALL PREFORMED SILL CORNER WHERE HEAD MEETS JAMBS CUT FLAP IN WRB AT TOP ._------ FLASHING AT BOTH SILL CORNERS, - - c CORNERS OF ROUGH OPENING, APPLY SEALANT ALONG ALL EDGES & c-if 0 FOLD FLAP UP& FASTEN CREASES PRIOR TO INSTALL e U °3 ____- FROM DISCARD STRIP r W o ca FROM LAYER BENEATH 2B �� 3A i,•., ti U -'� -- INSTALL BACK DAM FORMED BY 18 GA. Q� — _ 1-1/4"ALUMINUM ANGLE. B 4 INSTALL 9" SAM JAMB STRIP FLASHING AT $"— EACH JAMB, EXTEND 4" INTO JAMB 2 o 3 - t OPENING & 5" ONTO WALLS. ALIGN BOTTOM V �' 3 DO NOT FASTEN ANGLE THROUGH 4" : EDGE WITH B.O. SAM AT SILL a� 1C I CORNER SHIELDS � W o CUT WRB TO ROUGH OPENING I ��--'~~~ -0 f 3B —7-4 Q 1 CUT VERTICAL SLIT AT EACH JAMB FROM SILL CORNER TO B.O. SAM TO REMOVE n 13" 2D 6„ -' SS SAM FROM JAM RIP B " - INSTALL SEALANT WHERE THE /�-^V y Q o — oi/z ANGLE MEETS THE JAMB c APPLY SEALANT AT SILL, JAMB& BACK DAM 2 JOINTS m , 4111(1011 \\N. 2C / Z N \---- WRAP SAM FLASHING UP VERTICAL LEG / 0 ; in `1/4--- OF BACK DAM TO FORM "PAN" CUT TO H N 6" MIN '� N N WIDTH OF OPENING W y \ o c-) \ N. -1 J r v \\ Ce 3 N r�� ! Q r' _ / o cn \ 10 \ N. N N �� yM ii J/f (� opo Ln 6" MIN -- \\ PREFORMED SILL CORNER '� t6" \ FLASHING \ 4.. 0 5„ \\ .` SEALANT WHERE z \ ANGLE MEETS JAMB CO \ ` Cr) \ SAM WRAPPED UP VERTICAL LEG OF BACK N O DAM N N--- w DETAIL COCY) J Z C: CI3O E ❑ R 2 (I0 . STEP 1 : WRAP WRB INTO JAMBS STEP 2: WRAP SILL STEP 3: WRAP JAMB AND HEAD 0 wv � w >: � U) wp -' U 5C CC w FOLD WRB HEAD FLAP DOWN, V Z W CI- LAPPING W/ADJACENT WRB OVER �^ Z METAL FLASHING, SEAL AND TAPE __----------_--- 777 IY 6Aw w 0_ AFTER SETTING WINDOW PER _ MANUFACTURER, INSTALL __----~ Ce O BACKER ROD & SEALANT TEINDOATAMBS & HEAD 06A INSTALL METAL FLASHING AT 4 JAMBS. ... .. . . ..... .......... ...... . ..... . G PROVIDE SHIMS AT SILL PER - 0 -r- --- ---,:- MANUFACTURER'S r - 16B 0 INSTRUCTIONS BACKER ROD AND SEALANT BETWEEN WINDOW FRAME & �� `. . �r / ! ADJACENT FLASHINGS AT JAMB. '. ". I EXTERIOR DETAILS -WINDOW N •`•• •�•• INSTALLATION SEQUENCE \ // ` • . . . � . ` 6C ` PROJECT NO. . INSTALL METAL FLASHING AT �• 5B I TRIM SILL 17055 ,` \. /// ! INSTALL METAL HEAD 1 // ` FLASHING (NOTE: ENSURE NO \. FLASHING JOINTS LOCATED r` . WITHIN 2-FEET OF WINDOW 04.29.2019 o CORNER) ��" 6D H a iv ' • ENSTAL METAL SILL FLASHING Q - o ° REVISIONS: # OVER METAL CLEAT AFTER i 4B SIDING HAS BEEN INSTALLED. ° INSTALL BLOCK FRAME WINDOW WITH MOUNTING STRAPS cc B Add. #1 05.20.19 INSTALL BACKER ROD AND 0_ w •. WINDOW PER MANUFACTURER SEALANT BETWEEN WINDOW w a B ` FRAME AND FLASHING AT SILL. I a I w Lu U o U D NOTE: CAULK MOUNTING cc STRAPS ATTACHED TO WINDOW \_ = w �_. FRAME. ALLOW CURING TIME BEFORE INSTALLING WINDOW IN Q � OPENING. CC r- a Q ¢_ B co0 z O w } 3 1 U STEP 4: WINDOW INSTALL STEP 5: HEAD FLASHING STEP 6: JAMB AND SILL FLASHING = 2- A8 0 ,_ a A8 . 31 z 8 IGRID /1 V.I.F. / GRID / �1"^ V.1.F. DAR €.71D 1 � o _ o €_R-1:31 o �� 11 - •' --- FILLET I c75 \ FILLET V FILLET \ N�_ / ►IN • s FIBER CEMENT LAP SIDING SEALANT "v 4 I . ',.'1---- (AIR SEAL) to SEALANT co SEALANT - - I c, (AIR SEAL) I N (AIR SEAL) I • i - .1----- VERTICAL P.T. FURRINGcN ■■■■ �1■■ - CLEAR I FLASHING PROFILE \ FLASHING PROFILE I I FLASHING PROFILE �• '1, 0' � Q F ON ■■■■ I�!!� }} s CONTINUOUS INSULATION CLEAR CLEAR Q18 �' .` ■■■■ 11ra■r■a _, 1 - - STAINED hEI � WOOD SIILLIV VINYL WINDOW PER STAINED STAINED■ ■■ ■■ __ s - METAL FLASHING BEYONDVINYL WINDOW PERF0r■ SCHEDULE — SCHEDULE■I�1ia: .. . i'll VINYLWINDOWPER 1L"'�" _= FLASHING AND SEAL ' AND APRON r l 1SC. DUL A AND APRON ■■■■ , "� ATTACHMENT AT SILL PER ■■■■ �� u I ATTACHMENT AT SILL PER w� WINDOW MANUFACTURER MINN _= I � MANS! ■■■■ _- • WI 40 MEL. SAM, LAP O R BACK DAM () .,.• ■■■■ SEALANT(AIR SEAL) %_-______...---/:,____ Ir {�T ''_ • c a- NNING g`1 •. • ■■■■ g , ' . ref] DYNAMIC SEALANT JOINT, WEEPSE ®�' A a �i _ I`1 '= DYNAMIC SEALANT JOINT, WEEPS E ■■■■ 25 ILS W IN i? - AT 2' 0" O.C. A %.:, �`��r f:L ■■■ , 1= RAP f - - j . .�` —� �.•' D NAMIC SEA T JOINT, /' ` AT 2' 0" O.C. o ■■■■ _ - OPENING , � - r-,�—, /'. I WEEPS AT 2'-0"O. % _ ■■■■ �° % - I 40 MIL. SAM, WRAP INTO OPENING % _444 �: I -''� y 40 MIL. SAM, WRAP INTO OPENING W ■■■■ = g - 1 - �► AND LAP OVER BACK DAM ';.,• - - _ I METAL CLEAT A ':> I 1_ I AND LAP OVER BACK DAM re co ■■■■ _ p;1 .I i F -.c i i L ■■■■ I .TARE STRI' METAL CLEAT �- o s 2x BLOCKING METAL CLEAT INSECT SCREENA ■1"■a" a■ \ i6_-i � ',1 ' I-- el 2-------_____T__-------- _ 1 ■oma■■ � 24 GA. PREFINISHED METAL �. a . ' -_ 24 GA. PREFINISHED METAL ■■■ I �■■ 11 \, • , 24 GA. PREFINISHED METAL 0 - "` ■��■ I FLASHING ` \ • .�`�3 rib,„ 11 �!i�ii�ra I FLASHING w o @ ��.., � � �L■111�w■ -'`,I �' FILLET SEALANT _ � ■-. 24 GA PREFINISHED SHEET I _�. \ E� -t� 1��railia■arr'r' \ cIMETAL FLASHING, SLOPEENE-■■■■ IIIIII r■ $ p;- iq`,_, ri_1 '1"I■111 _\ '.: INSECT SCREEN 2 0 `, - - J I TOP, REFER TO TYPICAL �� Iww _ �- I A `:,' �11i...=:u ---_ 0 METAL FLASHING BEYOND ` \ . l - .- ■lrwa■r■a■ - r I'� i u 1ASHI -- w 11ar. r__ s METAL PANEL SIDING THROUGH WALL HEAT PUMP ■■■=■■■ I _ _ c/ o I 11 ■■— ' N AND SLEEVE - ::'r" II■� - N ' METAL FLASHING BEYOND -o DYNAMIC SEALANT JOINT I■111�11:"""'� I A '■ 1 \.: _ s VERTICAL P.T. FURRING 11rr■i`ri.lr■a■ \ - _f_` Q a) s J LE • ■Im ' �!�.i ic . - I �'. BACKER ROD & SEALANT r• a'a■ 11�■I \\,, ,.t. ______:_____ , -_ ARCHITECTURAL LOUVER ` • YL t�VINDOW PER SCWEDU _ ( ) 111.■■a■■ _ -- VERTICAL P.T. FURRING o I II CONTINUOUS INSULATION (AIR SEAL 111A ■aoraar Eamon... rrar■rarre METAL FLASHING BEYOND 111111111P■■ ■■a■■■ 11 __ s CONTINUOUS INSULATION °,,, r I 1iii�r• -_ 1 WRB I s ARCHITECTURAL LOUVER , 111 ■1 \ Q — V • I • ' �1 rrr�ii•-��" \' ' t - - WRB = N �1 a) WINDOW HEAD AT FIBER CEMENT WINDOW SILL AT METAL PANEL SILL AT PTHP 4 ) WINDOW SILL AT LOUVER N o > 0 f0 N ° WINDOW w � N (1) SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" ) SCALE: 3" = 1'-0" �1" V. d o r> 'r 3 N GRID /1"/ V.I.F. GRID GRID A Q w 1 o i/ A ____} 1* m (DLO IN FILLET �V o \ 111�� I- w!i WRB, LAP OVER METAL �11N6AlILE I co _ ra \, • FLASHING AND SEAL I fn SEALANT kr Iii FE .\ - I �, DYNAMIC SEALANT JOINT ALL V (AIR SEAL) I ;, iii ■ = SEALANT(AIR SEAL) • SIDES (AIRSEAL) A zI FLASHING PROFILE cv IHkOUGI(WALt F EA1`P�JMf & CLEAR 1 I \ a■■ 'NI,. ` -� METAL FLASHING BEYOND Igib\ SLEEVE STAINED I _ s VINYL WINDOW PER �� I s METAL PANEL SIDING cr) WOOD SILL F AND APRON L�. SCHED - . ■■a I�� : - litl • --./-� R 40 MIL. SAM, WRAP INTO OPENING N DYNAMIC SEALANT JOINT � \ r (__ Y '°'� ti � ,��_ uII 1111111110.1�.-, - HI Ul lk-L - N- W.• \_ I 25 M IL. SAM, LAP OVER WRB I 010 .' A moit,O'llir -//z1--_ -/-----7-i.----'-- / �j� INSECT SCREEN �� _ Jpip! i -i- I CONTINUOUS INSULATION .. 1 _ + s MET FLA NG = ONS Z m 1• �Ill� �� 11rr _-. I r=- --- , � 24 GA. PREFINISHED METAL C Q ❑ - rt40 MIL. SAM; WRAP INTO OPENING _ Er-Hole. - 24 GA. PREFINISHED METAL C I_ r� r�na 1.-.:•:_. FLASHING E FLASHING ct lL. AND LAP OVER BACK DAM II■1 = _ C - C z - -s METAL CLEAT ■1.w... � '11 e 7 I " _ 24 GA. PREFINISHED METAL c 0 1 ■1 ■'F?�■■ .1I 24 GA. PREFINISHED METAL THROUGH-WALL FLASHING 0 LL T'._a'wi�ICl' - 77I'-';: • 1I� SII _ - THROUGH-WALL FLASHING, i •'_°I U C0 i ■■■ 1 ■■■ 24 GA. PREFINISHED METAL i .:_ ■a■ �� a■■ - FL-05 1�11�a■■ ■rr FLASHING / ;'I _ .. �11 / ■■r�rarr�w■■ i�ii`s■� �s s - ■■aarra 111 t i,•:,- 1111 I 1 INSECT SCREEN %::. 111iia.�iii INSECT SCREEN A � �w/� / ■r■r■■iw■w W Ldp V J ■■ u■ / . / uararraa _ - :■rartr rr I- ■a■ ■a - - - ■ 11 !! ;i METAL FLASHING BEYOND /-;-:_ .....1 """' __ �''' 1:'-111111I._ '...t....: T: �rr■ _' L11♦1 -_ - / :- ■■■a s FIBER CEMENT LAP SIDING W 0 &" ■.C. s FIBER CEMENT LAP SIDING TT_ I+ BE ME TaBlai NG ' 11■■■a■aaaa t== A I_ _ _ VERTICAL P.T. FURRING U CO arra■ -0 VERTICAL P.T. FURRING - rwa 1111IL� VERTICAL P.T. FURRING // " 111■�!:� ia"■■ - `�/ // I � �� \. - ► CONTINUOUS INSULATION 11 "'� ■"�" 11 s CONTINUOUS INSULATION \' U W • •■■■a■■■ - -s CONTINUOUS INSULATION H O Z ..�■■ 11�•II1�:. � .-_ _ WRB co 1�rraa■ra - . fs WRB - W CO �:::a■r _ s WRB _ MU _ .A / : 1 I ❑ Q \/\ 1 V W V Ce WI WINDOW SILL AT FIBER CEMENT r M . P. AT THROUGH-WALL FLASHING i ) PTHP SILL - THROUGH WALL FLASHING c /5) SCALE: 3" = 1'-0" )) SCALE: 3" = 1'-0" J SCALE: 3" = 1'-0" o Z \ 1"/ V.I.F / ❑ — WRB GRID' GRID 2 25 MIL. SAM, WRAP INTO OPENING - l 2 N 0 CONTINUOUS INSULATION 111111111, M tr - METAL FLASHING BEYOND ; lel PROF 0 FIBER CEMENT LAP SIDING I ■ rw\'•• - I I - V ��N VERTICAL P.T. FURRING _r II■��`11 _111 {{ WRB, LAP OVER METAL DYNAMIC SEALANT JOINT (AIR SEAL) jr:—.\—?—: 24 GA. PREFINISHED METAL ` pa■ Ir— ;ill -_-- • I ..... FLASHING AND SEAL EXTERIOR DETAILS -WINDOW • j, 2 314" FLASHING -- I !: ;;' ' • i SEALANT(AIR SEAL) I THROUGH L LHEAT PUMP& /4, OPENINGS :,se a■rww■w111■ • a�.. - ! / SLEEVE FLASHING PROFILE � � a ,-r- -- ��=�\ 1111111.....T. It♦11.....11Piw METAL PANEL SIDING �I/ SPACER, /I � SILL FLASHING BELOW `s � -- � y� PROJECT N i ■urar O O jE FI T S N R" 40 MIL. SAM, i i - 1r,=rrF ■■ -�'�, �►" WRAP INTO OPENING�� ,' Ila■i�■■■��11 - - I ,'moi V TICA '.T. F 'RING A ■■■a—. \_ 17055 ' DYNAMIC SEALANT JOINT A ;■ ■11tl...\• : - i 1 ARCHITECTURAL LOUVER I CONTINUOUS INSULATION �� \ 1 << I�■111111111! �',�RL •. _ - - -- -.., ■■!■ - 1 . _ e ME ALF 'SHING BEYO D ,- z 04.29.2019 • :,---':,.::-;,:;-t- �� ■ arra.. - X o \�\ \ 5" C � ■1I 111�1'I +� r 24 GA. PREFINISHED METAL i rte`— r V) �111� r'_ 24 GA. PREFINISHED METAL Q o Ici c I� ■■■a■r '' 1 - a■■ III■11 a\.. FLASHING■■.a■■■a a ■r. ■ �- FLASHING A ■■■ I■II woil'w -- VINYL WINDOW PER SCHEDULE, ihor INSECT SCREEN REVISIONS:, .# 11�II=::1 ATTACHMENT PER MANUFACTURER ■■ :: IZ - 1. SE C- N z ■■1 �;:�ii1 - 11_■II�111 II\ 25 MIL. SAM, LAP OVER WRB i�wa111■■■i j`.• iii�.1..... i■■i�.•_;I -_-- _ ■■■a■■■ate \ . . L� a• w A Bid Sgt 04.29.19 w■■�rur ,- / Z B Add. #1 05.20.19 11■Ia:= : DYNAMIC SEALANT JOINT A i :, ■ ■1 !■!err _-: :ERC MENT LAP SI NID G _-.. ni■■■ mi. }. w A /,; ■r�ruau rrr■■wraa 11 r; J II■1� III -_--_-_- • . 11�Ii=iii s IBE ME I-A' BIN A • i a .^:::� / t. iiH a!■Mi VERTICAL P.T. FURRING / _• ■ ■■m■■■1u■11 ' ° ■w = 11 \ww �ww \ .' - s ...'CLEAR STAINED WOOD SILL -1 111 ""T VERTICAL P.T. FURRING■aara■ I\ __-_s CONTINUOUS INSULATION C /•-r;- ' 1 - BELOW _- .:�•.; °a s _ CONTINUOUS INSULATION L, a1.- WRB _1 n C_ \'1 _-_ - �I�` _ f _ WRB \ •• L w • 1 Qcc -_ w Q CC Q Q . \- CO_ - / - t - -- zo _ ,_- - . \/\ i U WINDOW JAMB AT FIBER CEMENT METAL PANEL TO FIBER CEMENT PTHP SILL 0 ri 0 9 SCALE: 3" = 1'-0" Q10 SCALE: 3" = 1'-0" �? SCALE: 3" = 1'-0" Zo 0 A8 • 32 1 112" GRID GRID GRID -F,-, `I` r 1. 2 � J � �� main: ■ LSI 11. ■r■=... - - T r■r ■ ■■■rr■■■r ' N . N ILII ■ m.■■■_IIIE111 BEAD OF SEALANT ■ �■ �� , , ,- AT STOREFRONT co 1111 ■ ■■■� 1-: � ■ ■ I iii € ia,�:� II i I ■11• 11!■�i =:; _ • ■■■■ CLEAR STAINED , P • D 0 GONA. • , IIIA■■■_■■■ .. , : :�■. ■, 1 ■■■■ WOOD SILL ANDfa . 1 APRON r r - S;w.LF. r;- 1111111 V •:� Alt :: 1111■■ BEAD OF SEALANT ,,,� FLASHING PROFILE 4OF [�■1 1111■■ AT STOREFRONT �+ •� - RIGID INSULATION 11.11■ ls� • FLOOR FINISH. \ ` s STOREFRONT ASSEMBLY • V ' - ' 1 :.: MIN• ■ 25 MIL. SAM, WRAP 1111■■ '' AND BAST SEE \I ,� 8 O • B 25 MIL. SAM, WRAP DYNAMIC SEALANT ■ Z ■■■■ Z SCHEDULE • INTO OPENING - =NM 1�,; 3„ INTO OPENING ° JOINT A a o . . ■ V.I. 3" •.• ■■1111 ' \ / ° ■ r / VAPOR BARRIER, . . 0 M A %' l 1 - I I - -- WRAP OVER STEM LU B �+ 10 , \\ �� P\ °a� L • ■ a �' WALLEXTERIOR CONCRETE et co 1121//// Imo_ ......--4 . SLAB SLOPE AWAY T&G WOOD SOFFIT A u FROM OPENING 11111 T&G WOOD SOFFIT . j.' 4 a a• °+• {.} a� 24 GA. PREFINISHED �� .4 �■ X ` �' c 7 M TAL F 'S NG c ---_,, 24 GA. PREFINISHED 1ffE - ° da a.. x 112" EXPANSION JOINT H a " N —��- METAL F 'S �G _ - ° .- - f . .a __ 4 - DYNAMIC 1(--' °�■■■1111■ -"• ;<- - -. 3 SEALANT JOINT A DYNAMIC s��.1.111 ; ° _ - - • ._ .,_•(,' DYNAMIC LA *INT 2 0 SEALANT JOINT A 1111 1111!■■■■ °r .`• ° ' �a6°4c % °. coo U s TOREFRONT ■■E■■'�� ,< )Qo�o�o�. 40 MIL. SAM SILL PAN ASSEMBLY PER s O' - "O ' ME■N�■ 11E a .. _ .. . . Qoo�° °g° •• ■o[�o, i o /\/ SCHEDULE \/ ASSEMBLY PER ■■■■■■M�■11 :°.- )Qo�o o�: . --E I i ■■ ■1111■■■■ e °. °?000,°03.°00'--,- Q SCHEDULE METAL FLASHING WITH 318" BACK DAM 413 I - I, / 4 314" / C‘ Q/ a ZSCALE: 3 = 1-0" 2 SCALE: 3" = 1'-0" 3 ., SCALE: 3" = 1-0" w C' J O CO *- ,1" .I.F. L V.I.F. 1" V.I.F. ii, V.I.F. / N 2 3/4" ji, B 4" 3 N * . • r r Vo / N K j • U co B ,...,\ GRID c0 GRID f, BEAD OF SEALANT v r. GRID L I 04 AT STOREFRONT ` FIBER CEMENT LAP Z �. I = SIDING co GRID • 1 i\/ FLASHING PROFILE FLASHING PROFILE CLEAR STAINED FLASHING PROFILE •-: I FILLET SEALANT ❑ A V A T WOOD SILL AND ` RI APRON \:::‘, 1_-:_-___-_ 24 GA. PREFINISHED O �� _ METAL FLASHING - STOREFRONT ASSEMBLY \ _ (V i s STOREFRONT r�L i _- I BEAD OF ASSEMBLY PER BEAD OF BEAD OF SEALANT - 112" P C DULE--- : ;1 L .Iti SEALANT AT SEALANT AT AT STOREFRONT �� 1,--- �' - s SILL FLASHING 0) W STOREFRONT 4 314" SCHEDULE ) DYNAMIC SEALANT A 111 �■ •.~ I BELOW i�� (f) ...� d, STOREFRONT � FLOOR FINISH, i `� \ ' �� ■ Ilic STOREFRONT ASSEMBLY PER AND BASE, SEE �� 7:- JOINT 11 I� \.. 1,-_-',J._- -- 1_ - LY3CLEAR DYNAMIC SEALANTIu� l�' - O Z CLEAR CH€D _ �■■■wi \ r 1 STAINED JOINT Y� SCHEDULE I -� A. " Fl ED I I I STAINED n / ° M 'L F SH • 1711 �1 ~- --__-- ` -Illi 2a•5 EIL SSAM,WRAP O O O ❑ WOOD SILL 40 MIL SAM, WRAP WOOD SILL �i DYNAMIC SEALANT JOINT A p ,° '� �� ' '1 C AND APRON ' INTO OPENING A AND APRON -,fir' VAPOR BARRIER ;i1NVIstiir: LAP OVER I II n DYNAMIC SEALANT G ❑yIL�I _� ■ 2_ L.L..r!__a■�■■■ ■ y� JOINTWRAP OVER STEM O„------ 1 n...„‘ _- •4 a .. "REFIN,L 'D 1 _41 --h ,,, A CONTINUOUS METAL CLEAT a leo ■ I ► a ---. 1 ,16141 B METAL FLASHING WI 1 moir, 5^ ' ♦B WALL I `. : n EXTERIOR Cf3NC' A IIII�1110A r n0 < LL I rHEMMED EDGE `I - , 24 GA. PREFINSIHED METAL_ d• v ■r■r■irr■rI _ STOREFRONT C� VLLASLAB, SLOPE AWAY -'- ■■■a■ i ■• a `I J 1111■■ _ 'll / FLA ISHAN W{THMEIIMIzB ED A .i. FROM OPENING = ASSEMBLY PER Y Ct• 1 24 GA. PREFINISHED ■■■■ . • a 4 Y • 4 • _ SCHEDULE IJJ�•.' ■■■■ a 40 MIL. SAM,WRAP INTO OPENING 6 _° � /METAL FLASHING WITH ■■■■ . . . r.-�/• <• 25 MIL. SAM. WRAP OVER ; .I W {f} I■ �_�� HEMMED EDGE, TURN 11.11■ . a. _A / ° -0 a STRUCTURE W O•- �� °.` . UP 1”AT ENDS 1111■_ <. : - CINTINUOUS METAL CLEAT A % e a , a ; ! L.J,.� -` ° � I FILLET SEALANT ❑ ■■■■ . • a • - • AIR SEAL) ■ ° ' ■■1111 , 4.• :°I . 24 GA. PREFINISHED METAL '• ° .`. - - 24 GA. PREFINISHED ( (� m■ • 1111■■ METAL FLASHING • ■■■�■■ CIIIIII1111: j • q CONTINUOUS METAL �� a a FLASHING WITH HEMMED EDGE, ° ., ■■■�■■■�.� SILL BELOW■.■■■r.■a CLEAT 1111■■ a� TURN UP 1"AT ENDS°° • LEDGER U = W"in ■ ■ - WALL ASSEMBLY PER . -' _ 4 ► WALL ASSEMBLY PER PLAN11N ■ _ I ° , 25 MIL. SAM BEHIND O Z r • PLAN V I LEDGER -- r C0 V CI Q 111 co 0- CL STOREFRONT SILL AT DOUBLE WALL STOREFRONT SILL AT STEM WALL STOREFRONT SILL AT DECK STOREFRONT JAMB AT FIBER CEMENT cp 1- 5 SCALE: 3" = 1'-0" SCALE: 36 " = 1'-0" �� SCALE: 3" = 1'-0" - SCALE: 38 " = 1'-0" O Z -� \. r 5" 2" M - WRB 2 2 — 25 MIL. SAM, WRAP co INTO OPENING WOOD T&G SIDING 0 AVERTICAL SHIM - \ HORIZONTAL P.T FURRING GRID i U FLASHING PROFILE HORIZONTAL P.T. �. 2 314 VERTICAL SHIM WOOD T&G SIDING GRIDI --,;--.------. . FURRING c" HORIZONTAL P.T. EXTERIOR DETAILS- —� FILLET SEALANT STOREFRONT / / �� f--�� ` CONTINUOUS 1' \. ----- GRID 'D ' GRID ��J � ,. y is ill .■■•• •- ---- - - :co r 4 4 I . r■r■■EEEE�E" FIBER CEMENT LAP SIDING aNP. �► FIN EE�Ei■srrr 111 '1- -_ . a 4 a a �111� r 11■rrEiEEi:EEEr - WRB, LAP OVER METAL p ° a v ° 4 10 Ei!i■■ -_-: FLASHING AND SEAL • ° ° 4 ...a..u�L11L PO D, Q GON _ 25 MIL. SAM, WRAP INTO J 4 . a --' OPENING ° 4 • �18 - - . Q : On & •- - _ CONTINUOUS SEALANT ° 4 °- . ° - SOF 1415 0 iii■ (AIR SEAL) SEE STRUCTURAL �, • . • MIME V y / 4 ° • ■.1.1111. N - - c a -° .1.1111.■ ■ 4 - U • ■�■ a . 4 N a • � E MEMO _-_- _ a ° a r - SS FLASHING WITH ° '. _EM -__.1IIIIII VENT STRIP ° 4 4 2 ` BACK DAM LU ��1 _-.1111111 I CHAMFER T L (13 CONTINUOUS STARTER STRIP � 4I�M► _!11ll11 ♦aaaa• +.r• t44 aa+ t� D SEALANT � '`•- -- - •�-= •+a++aaaa + aa+0••+a•�ia0a 4► (AIR SEAL `� iai••i+i++• iti•i+•i+i+i••+•• '. 4`• :�+♦.4I4 - 1" DRIP EDGE F- ° • a++aa+aa++aa+a•aati•. 24 GA. PREFINISHED METAL •+•40♦+••• •••Oai++•••+•••••i' A4�� 0 (1' a+•4;•++••a++••a••••+••••♦444. a•••ai4 N a+ap♦+pa ♦+♦ ♦•a++♦ •+•a++a iiiiiiiiiiiiiiii�iiiiii `- FLASHING WITH HEMMED EDGE, +♦♦tii�a♦i�•►�aa0•y�►�ii�a �►`i�♦�+�a�+� �� ,�� a ro aaa•aaaaaaaaaaaa�•aaaaa W ai+iiai♦4ai+ii+i0♦•iaiai+i0♦iiO+iii FL-02 •ia�►♦+i+a♦♦•i•+�•+ii•iai0•ia DYNAMIC SEALANT JOINT �� I- ° - """ •• 4,4p •+••�••+••••`IP•• ��4 Y - ' A.A. �+�•+♦�+a+♦�a++aaa••••• L •i•ii' ,____/ _ cy, • DYNAMIC SEALANT JOINT A �• �++••y♦+•+ t �� 2' ••••••4 �� iiiaii4''' INSULATED HM DOOR AND r� •• U♦••a•••• FRAME111 • • •a• IX 0 • • 1 314•f a••a♦ , t IL ° V1 a ° o - 2 N Q1 Z . HM DOOR HEAD AT FIBER CEMENT DRIP EDGE AT HM DOOR___ DOOR SILL PAN ° a) N ( SCALE: 3" = 1'-0" SECTION 2 SCALE: 6" = 1'-0" SECTION 3) SCALE: 3" = 1'-0" LU -o 00 ; c.,1- ir 5 314" A ..., Q 3 0 v U OD 1.0 � o V' 0 GRID , A Z_ FLASHING PROFILE ••• N O ••�+�•• INSULATED HM DOOR CV i � �� PER SCHEDULE (•. w FLOOR FINISH, ••aa• CD SEE SCHEDUL I ��•�• 25 MIL SAM SILL PAN AT _, A a•• J• l=S B OND Z m �r 17 •a•♦+a AQ VAPOR BARRIER j �i• i SEALANT o 0 •++, G ❑ ❑ OVER STEM I I ,.•�•' 0 WALL v 1 I ***• 4 A CES ISLE ERM• LY C 0fl •••, BROKEN THRESHOLD G � � < ~ Mir w - ° ". - .♦ ^ 1 y "4 p <,.-, -- ►.e a ,- ° EXTERIOR CONCRETE W A.4 . i4 . ►4_4 • " , SLAB, SLOPE AWAY W O Gi■ `4"" `4. . ° i _ _ FR•k OP . NG I ' °LI■■ - - _ 4, -• • a f A W 4.�.w } ..,—,7 .,. H. ° `A ' tl DRAIN MAT ❑ ■■ ■■■■■■■ a 47' • .°. V`JV /V (v� "J CO ■■ ■■■■■■■ - -"°-' -1 E,c10[lo0q,O0f1O •`0 QOi X. _i_ la- m i ■� ■■■■■■■ ' - " : )Qo Qo Oo Uo Cho S.S. SILL PAN i! !E!Hi • • r V W U. ••U•■U . ,.- -- , . . - . r\if _ +•.. .",0_4Q,OoQ°oQ,000,0oO.0o' CO LiWu) CL U ? 5 cc HM DOOR THRESHOLD — CONCRETE �6� NOT USED �, 5' �, 6114" 4" O F'- SCALE: 3" = 11-0" SECTION (' SCALE: 3" = 11-0" _ Z 2 GRIDI N GRID FIBER CEMENT - , 0 0 VERTICAL P.T. FURRING I I FILLET SEALANT i /\ ,..... WRB T/ ,� FLASHING PROFILE kli FLASHING PROFILE EXTERIOR DETAILS DOOR OPENINGS 24 GA. PREFINISHED METAL •••• STOREFRONT lNG '\„4___/-Th, +•iii ii••• ASSEMBLY PER WALL ASSEMBLY PER PLAN O♦♦i •i••+ SCHEDULE DYNAMIC SEALANT JOINT FLOOR FINISH, v. STOREFRONT FLOOR FINISH, iii• a+0•�• � ASSEMBLY PER ++•+•• PROJECT NO. SEE SCHEDULE a•�•�p SEE SCHEDULE ++0++ ' 24 GA. PREFINISHED ULA i H POO" • D •i+i i• SCHEDULE • ••• 17055 +aa•�• •Q+♦+ METAL FLASHING FRAME PER SCHEDULE INSULATED HM DOOR AND FRAME VAPOR BARRIER •+++•+• •••• • A 7A, _ PER SCHEDULE •a • •• VAPOR BARRIER .� aaaa WRAP ONTO •+•• a•a• . WRAP ONTO •a••• A r •♦♦ STEM WALL ••++ c� 40 M1 . SA , LAP OVER 1 ❖:•" '•• •••••• © STEM WALL '� Op,.• a.. 0429.2019 _� Tia• � ►aa•aaa ► aaa+ A, -•-• X- __ •,p �aaap+:+•♦♦a♦♦♦i _ _�'♦� ♦♦ [,i; FLASHINGa .- N A Q i)-06 �_■�u o+ - Y .—• ° A �y_ � u, — �..� ESR "it: c- E o REVISIONS:- # . �� II�l1L.■�■ +••+•••+ 4 °, .4 • a�a0 ••••• •• •� .� 1, t . .2� °i i i f i y i.� �� ILI ■■■�r■rr. `♦•+++•a Q °• a�a••�a�a�0•�a�c r� �' • 4 4 X p: EXTERIOR CONCRETE f SLAB, OP SLOPE NG AY z o ..�rrrr■A■rIi11 ♦•••• aaaa aaaaaaaa�♦ • • ` - F. -dEmminMIN " •♦•♦•♦aaaa ♦aa♦ aaa•+♦•+ p . . -0. aaaa• a ♦aaaa 4 x SLAB, SLOPE AWAY " 9 4 A Bid Set 04.29.19 llrr■r■r •••••• a •++++ °. aa•• r x ° F-•• OP IN - -Ii - k,� z 40 MIL. SAM, WRAP o_ B Aad. #1 05.20.19 ■■■' •aa♦a•a♦ C +`+.♦.+.a��1 �4 . iii '4-; .. x ° . ia■ `4 OVER STRUCTURE w o ♦♦♦aaa L�■■ d° L/■■ as �111�I1 4 `4e. X 1Er sal=■■ 1 ":4,, ♦ ♦a 25 MIL. SAM, WRAP INTO ° a ° a �, ••a+••• /�■■■ ° d. '� p i `d %■■■■ d. q 1.-I i I 4f-"-' l _ ■r.■::' •+�+a+•+a OPENING O•O++i EE =MIME Mail�E■■ ��•��• 4 a aaaa Lt■■■■ a 'Li■■■■ ' . aaaa • G■■■■■■ 4 .dG■■■■■■ • .. ' - • I 24 GA. PREFINISHE{ w : .♦Mile ■■ •' 4 a. • :. :4 . DRAIN MAT .I■■■■■■ ' 4 "II ••♦♦• a -. d " - 3�1,,,, UUV L 4a Q z 111�� L +aaa ��■■■■■■■ • . ii ■■■■■■■ • - . \ METAL FLASHING o rr■■rrrrrr ♦aaaa 9 7°O((�QD QO Onn° � p ' - .� '� •aaaa ■■■■■■■■■■ _ , 4. 'v•..-' - .4°O 'b "b - ■■ ■■■■■U■ _- L. .~•.4•- -d,\\ --.. - V 0 ♦aaaa ■■ ■■■■■■■ .. Qo Qo Qoo , o . SILCPAN ■■■■■■■■■■ a .. f— LEDGER ic a CONTINUOUS SEALANT o�°Dc�,°oco Dc� (AIR SEAL) 4. Q` �` �' 0 C MMMEMMM�. . - •4 - +c — 40 MIL SAM BEHIND Q 16 ■■ fu■■■■■ 7 0 0 0 ■■ ■■■■■■■ • • r,0cQ0oQ.0oO,OcQ°, ■■■■■■■■■■ w 318" BACKER ROD AND SEALANT LEDGER Q U A L ¢ Qa cn = z ° _ w ELi , HM DOOR JAMB AT FIBER CEMENT DOOR JAMB AT CONCRETE STOREFRONT THRESHOLD AT CONC. STOREFRONT THRESHOLD AT DECK 2rSCALE: 3" = 1'-0" PLAN * HM SCALE: 3" = 11-0" PLAN '.) SCALE: 3" = 11-0" SECTION 2 SCALE: 3" = 11-0" SECTION z 4050D 4c 4 0 7 5 �V) SIP iiitSNF. N I� i 7 I A8.42 A8.53 A8.34 A8.33 A$.21 f • D, 014 til Qi • i i____„______:._ J CS Iri------',_ _.,__,,..----- .----------.1--------- ' - -- '------- -__1_ *OF i I �1� o E •J 0- "7° I I Lu 4 I.fi� - - � �� r,111 11A8.49 :ca3 1,..) v , ..„,y•\A 0 ~ W Q ea - .- L [ IINS4 11! min. 0 r---j , s��` !1�SIM V b a.: .r� �• ../.....14!...'91 1 PLANTER BOX / - N ' I 9`A8.41\' �- ��:`�`.`��` a - i.3 '1,,, ;,,,, NN.: 0 ,))i 1,,,, .)?9, N.)) • 0 NI 199. .96 PLANTER BOX �� • • y,�. `y;.`` `��019• :'4.49 ' �� `\' � c�`� \ c\l in A\ A .... , .:. mallifdlli �O\ 'Nob- �� .9.� a\ ; a\ `-9' X12 4'-2314" • ! :" � � �•- •99, \ IA 1•1•1 .. o M G / tA8.41 • - I ////// STEEL BAR CAP PER .s`�� a.� a • VON STRUCTURAL \r �� 4�` • o o I f l l • C� o 5 \ 1 11 I - I -I A8.41 3 _ A8.41 II _ —ix I � III ll ! III II • - - PRECAST CONCRETE (� �\.s PIPE HANDRAIL WITH - - — Cr) f - / O_d IL DECK PANEL WELDED STEEL CV Lu 13 ye8oB BRACKET AT VERTICAL 1 1 1 _ N, � \ T WHERE w g OCCURS _r ■ Zm _ • 0O < 4'-0" ct24' -2 112" C ❑ DECK PLAN STAIR RAILING AI LING - WEST o Q o 1 ' V WSCALE: 114" - 1 -0" a JSCALE: 112" = 1'-0" Y ~ W o f --1 ,� W O v) 1 z 0 CO ' fl 12 11 LI- = Y A8.41 r A8.41 O}--: V = AA o 1 p � zW CeCO ~ 4 - t-- -- I ' _ Ce ¢=¢2E====__i_______ _I=33 __ --su -9,�iiii - rEE______ _ `/`' _c - -_ H__ PRECAST CONCRETE PANEL i L ilke 112" DYNAMIC SEALANT JOINT �QIN METAL FLASHING OVER 1/2" STRINGER WITH WOOD STRINGER BEYOND ��• ISN �, HEMMED FRONT& BACK y a A / ATTACHMENT ANCHORS PER 25 MIL. SAM, WRAP i 0. STRUCTURAL OVER STRUCTURE <° j 1/2„ I PRECAST STAIR TREAD METAL FLASHING D, D• G4� k`__ < . . s OVER SAMkor 29)8 No \./ , 4111110" r V 4.,. ,...- N OF 00 IOU MI7 �I ri------11 '- 40 MIL. SAM STRINGER TO BEAM44 I • _ ` jc-�s i / CONNECTION d. "" '� v a PRECAST STAIR • U ill- 1 METAL FLASHING OVER SAM ` _4�1" CONNECTION PER TREAD i / STRUCTURAL i a E CONNECTION PER STRUCTURAL PRECAST STAIR - ' !__l L� , u�] o TREAD / O 7 W ` _ IL' co r a / / �0 c t LLIJ 11_11 ( O CONCRETE FOOTING / ,--- ---' �'1r l'- W co DECK PANEL JOINT PARALLEL TO JOIST - � _ FASTENERS PER G 3 1 SCALE: 3" = 1'_0' MANUFACTURER I 0 3 a lL_1i ce o - WOOD STRINGER PER Q c I_ s VERTICAL TBG SIDING A N NSTRUCTURAL L b� WRB, LAP OVER METAL FLASHING r ---- AND SEAL IK a ��••, m1tit- - ' ---r CONTINUOUS INSULATION o — ,. � - -..-7_--_,_-- ��. CONTINUOUS SEALANT, AIR SEAL Z a) fs STRINGER - TOP CONNECTION STRINGER - BOTTOM CONNECTION TREAD PLACEMENT ° N M� VERTICAL SHIM 2 3 L 4 N N'`-' _• --- HORIZONTAL P.T. FURRING STRIP SCALE: 3" = 1'-0" V / SCALE: 3" = 11-0" SCALE: 3" = 1'-0" J r c, r i �-= Kr - v OM L-. IINSECT SCREEN Ce N NV 3 F-----1-' ■■_m'� — —+ WRB. INSTALL PRIOR TO 9" SAM FLASHING- LAP a "' Na" '� _ 24 GA. PREFINISHED METAL METAL COLLAR FLASHING- OVER METAL COLLAR U co LU , .‘" N FLASHING SET IN BED OF SEALANT CUT AND FOLD BACK PER FLASHING WINDOW HEAD DETAILS , /f/ ii, 25 MIL. SAM, LAP OVER FLASHING ' r n i ' I DRAINAGE MAT FULL SOLDERED METAL - • �•�~ } r V *�1 COLLAR FLASHING Q \\/! I Z (f) 4_, P'AVID IM ••RLQ LS AC B /' i 1 D ` 40 MIL. SAM,WRAP OVER STRUCTURE B r' i I I <, p 24 GA. PREFI htt1 Ivrt IA 3 BEADS OF SEALANT ON / / i i N ° FLASHING ,BEAM TOP A D SIDS _ , " / I �, j,J - c40 MIL. SAM 4 X. B TYP. I I • Z CK CO SILL SEER '' ` F I O O • 4 ; 2 ° a 4 4" �- I 112" DRIP - I ❑ �/ LEDGER �/ I _ - ad ; V.I.F. E-- a I I .'\ ' L.4-1 —. I I I i < U) W I IK I i ' \ " ` '— 0 F--- kr F.V W G j .� 2• 4 O Z - TYP. Ce FLASHING PROFILELi- FLASHING PROFILE STEP 2 STEP 3 W Q.. DECK LEDGER BEAM TO WALL INTERSECTION 8 Ai. . _ . .H ,!. e .� �,-SCA,; � Z / MAINTAIN MIN. C� / / 2%SLOPE c / 2 / O /, U ,&--,14,1 / , 9" N\°� �,j,� / ��- EXTERIOR DETAILS - DECK OTy BEAD OF g CONTINUOUS r DRAIN MAT CONTINUOUS PROJECT NO. SEALANT 44METAL FLASHING METAL BEHIND �� " y�FA INSTALL SAM, LAP SET N BED OF 17055 FLASHING ,�g' �, ' � Th OVER FLASHING SEALANT 17055 e� • MAINTAIN MIN -- 04.29.2019 1111 K 2°1°SLOPE ' PROVIDE SHIMS T, FOR LEVEL Q FOR P w REVISIONS:)111111111"..1 / -� / METAL SADDLE FLASHING 24 GA THREE (3) BEADS ® 4. � a ! A Bid Set 04.29.19 ® ; ;� ® OF SEALANT AT v B Add. #1 05.2D.19 / PREFINISHED Z 0 ;Nov: CLINCH-LOCK AND FLASHING LAP cc **11114' 1111111444 SEAL \/ \ 0,1 \ NOTES: w a lkits A. SEE STRUCTURAL FOR ALL SIZING AND ATTACHMENT REQUIREMENTS FOR STRUCTURAL TIMBERS AND -� PRECAST SCREW WITH ® PRECAST DECK PANELS. U 2 II : NEOPRENE CONCRETE PANEL w ` '' ® WASHER • • ® ® DECKING 4 ® B. INSTALL WRB SYSTEM IN CONFORMANCE WITH MANUFACTURER INSTRUCTIONS INTEGRATE WRB ix PROPERLY WITH ALL COMPONENTS SHOWN. '� �, •---„,, PRECAST PANEL Q r �/ JOINT C. PRIOR TO INSTALLING SAM FLASHING, APPLY PRIMER TO ALL SUBSTRATES TO ENSURE ADHESION D. INSTALL SAM FLASHING WITH LAMINATE ROLLER. VERIFY ADHESION TO SUBSTRATES & ELIMINATE ALL AIR Q STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 POCKETS, FISHMOUTHS, ETC. o w J �� BEAM INTERSECTION AT DECKdi } A8 A2 SCALE: 1" = 1'-0" z - -- CONTINUOUS METAL DOS, FLASHING ,100 THREE (3) BEADS OF illtv .4 MAINTAIN MIN. 2% SLOPE - THREE (3) BEADS OF HIGH COMPRESSIVE SEALANT LT N . y �� Poil SEALANT AT STRENGTH DRAIN- FLASHING LAP / FLASHING LAP INSTALL SAM, LAP MAT I • OVER FLASHING PO" ' 0, 0' ON CONTINUOUS METAL / 3° FLASHING :L.,,,,,,,,,164 4. 2918 / OF- - - - 8. �. �. 141111P4 PROVIDE SHIMS FORV 49316 , LEVEL SURFACE e e I , , ,, , , ° -..4y < 0. , \ I I al .! 111141110 kOH s. ° � i 0 NIA 6."%----.4., . _ 'N., 7 \ / - .. • - -/ (7-, - '- =4 - .. . _ :.: .' 011 0 FULLY SOLDERD U 6 SADDLE FLASHING - ® 14k �� MOFA ", e�.— � ® • • ® ® ® 24 GA STAINLESS ® i''41. ® w rig• Ty / / STEEL CN �' ti i = o \ Wit. PRECAST CONCRETE 0 DECK PANEL METAL SADDLE FLASHING \ ° 24 GA PREFINISHED, Q c CLINCH-LOCK AND SEAL co STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 BEAD OF SEALANT BEHIND rta FLASHING Q o o - - - NEOPRENE SCREW WITH I ' WASHER of Z J INSIDE CORNER AT DECK 0 <;, Nin <q N w Y " SCALE: 1" = 1-0" J o M - METAL EDGE FLASHING MAINTAIN MIN. 2% SLOPE Q c N o M - THREE(3) BEADS OF FULLY SOLDERED U r 0 WRB ASSEMBLY, INSTALL PRIOR TO /- SEALANT AT FLASHING SADDLE FLASHING- 24 GA FLASHING- FOLD BASE FOR FLASHING Lp,P INSTALL METAL SADDLE :1k14111111140,SIttkbrr nn - 4" SAM ALONG FLASHING -24 GA THREE (3) BEADS OF V PERIMETER OF BEAM PREFINISHED - CLINCH- I I SEALANT AT z PENETRATION LOCK AND SEAL N%1°/lIl FLASHING LAP (n �VIF- FABRICATE SADDLE NOLEG WITH EXCESS .- 3N‘� NZ LENGTH, TRIM iN FIELD – Ilk N. 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LAP OVER ' '670 Ty 9 THREE (3) BEADS It FLASHING ,� 2'' S" �M°F OF SEALANT AT I411t ij,l THREE (3) BEADS OF PROJECT NO. //\ 7�2,--k-A, FLASHING LAP I 1 SEALANT AT FLASHING 17055 l 3 . ' '-- ./P' t'i 1 LAP SEALANT .. ` ° I FULL SOLDERED SADDLE x o 04.29.2019 BEHIND MAINTAIN MIN. FLASHING -24 GA FLASHING — 2%SLOPE t STAINLESS STEEL SET ~Q w o IN BED OF SEALANT o a REVISIONS:/#\ W 0 • I.— 0 tilk, Z TURN DOWN WING ON � ® ® �� ® / SADDLE FLASHING AS 0.. U ° SHOWN. FASTEN WITH (1) o �- - METAL SADDLE ✓ `\ POP RIVET i iil \\ ; FLASHING 24 GA \ uL PRE FINISHED - �� Q 2 PRECAST CONCRETE U CLINCH LOCK S AND SEAL o o PANEL DECKING 0, ' FASTEN TO TIMBERS BELOW z W a SCREW WITH Q < -.--'\..,,,,.,,,,,,, NEOPRENE CONTINUOUS METAL Q I- WASci) HER FLASHING z 0 OO STEP 1 STEP 2 STEP 3 STEP 4 -g ff U �\ BEAM TO WALL AT EDGELiiA8 . 4 3 9 \\ SCALE: 1" = 1'-0" Z o Z Z_ $SIDC 450 . ,� 1 ! I 1 11 `YT V l 4 yay` IAN P. 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FURRING FLASHING 24 GA. PREFINISHED METAL — VERTICAL P.T. FURRING FLASHING PROJECT NO. HORIZONTAL P.T. FURRING STRIP I 24 G.A. PREFINISHED METALiff 17055 FLASHING METAL PANEL VERTICAL P.T. FURRING STARTER STRIP METAL PANEL CV _ III m! ;-: SUN SHADE BOLTED TO KNIFE , FILLET SEALANT I T< $ 04.29.2019 PLATES, WHERE OCCURS I x g a• ■�I. CONTINUOUS INSULATION A— _ _ _ _ _ i BACKER ROD &SEALANT 7 �� a w - / -/ / -__ _ //%//// //� : �� I ' CONTINUOUS INSULATION j _ '� _.. Q�. — ' _ •� _- LU fl REVISIONS: # Imp Win_ - IR, I i{ ill , ,. . . . .„. . . . , . . . . . . . ,. 6.,. . , , • . ,.. .., .,. _ __ ... .. .. _ .•7 '-' . ' . . - — - ' - ''r 7C<75'' FLUID APPLIED FLASHING 1 ■. ='" ------- U111rcc ■ I■■ I WRB 1■■' I w Inc - VINYL WINDOW PER SCHEDULE I�11 - � — 1 IIII �"►rr�!1. ��■ Ili 25 MIL. SAM -�' o 24 GA. PREFINISHED SHEET METAL — ��1nn111 y — ----_ �� ■■mE■�� 25 MIL. SAM 1 �' d FLASHING WITH HEMMED EDGE, s _ \ BACKER ROD&SEALANT ■■ ■■^ I , r■■r�l11 lit ' 1 I III 0 o . 1.-r1 SLOPE TOP ��'11i111 _ I FLUID APPLIED FLASHING �' � WRB LL x SAM, WRAP INTO OPENING ;i■ ■� - I ��, r BACKER ROD&SEALANT ■ �� Q 1111 I i Lu ' iii11N.�1 _II 1 SILL BELOW ■ 1 HO li _ 1 .c VINYL WINDOW PER SCHEDULE . .. . . +- i=ii- I I I Q PIAN N�> I 1 • I, . , „ . ¢ 1-¢ UJ a S vl PLAN z w g6 SUNSHADE AT WINDOW HEAD � o SUNSHADE AT WINDOW JAMB 11 SUNSHADE AT METAL PANEL 12 SUNSHADE AT METAL PANEL L.1 c/ A8 • 44 ° (t ' SCALE: 3" = 1'-0" SCALE: 3" = 11-0" SCALE: 3" = 11-0" SCALE: 3" = 1'-0" z r—-_____ _.7.1 . r_____ _ _ _ _ 7 i-------_n ___, 4.140 %to. r. 1 I 6 ,moi I :7v { ',.� A8.51 6 i----g-----'7' I �6 4 VA p - , A8.51 A8.51 �A. • ��N I i . . .- _1 ,. --PREFINISHED SHEETi_ . - PREFINISHED SHEETk, i METAL COPING \ PREFINISHEQ SHEET • 1.4 L i - - METAL COPING METAL COPING • D, O ONLi. A.,,,,:::E:,r, ip___ --. g•%, 2018 "‘sw• 1 - L__.` MEMBRANE ROOFING SYSTEM, LAP MEMBRANE ROOFING SYSTEM, LAP UP4.44.CP*OF UP &OVER PARAPET \ AND OVER PARAPET EACH SIDE w' MEMBRANE ROOFING r__ �� ,. \ SYSTEM, LAP UP &OVER GYPSUM SHEATHING, EACH SIDE BATT INSULATION, FULL(10) 8.5 - - � ` \ I PARAPET HEIGHT OF PARAPET U ili MIR — •.T_ GYPSUM SHEATHING, EACH p. o E I4)1 I GYPSUM SHEATHING +` - FIBER CEMENT LAP SIDING OVER • SIDE 0 ' , ,,,.. <: 314" P.T. FURRING AT 16"O.C., SEE -—-- —- —_ uJ w■wi11 ■■i■E■ .4. I BATT INSULATION, FULL �� WALL ASSEMBLIES FOR BALANCE 10 �1 10Ce co wE■■w■■ ■E■■■ ► ' . I OF EXTERIOR WALL DETAILS A8.51 A8.51 -c _w■■w■w■■ r 1111■■■ I HEIGHT OF PARAPET , 0 - www■wE■ 'MIME MIR wwi■■■■�■ 1111■.,r■ 4,,,,,,,, 1- o w■■w■wi■1111■■■ - FIBER CEMENT LAP SIDING, SEE I 1/2" CDX PLYWOOD I - MEMBRANE ROOFING wwMI■w■■■i■■■■■■ - w�w■�■ 1111■■■■■ WALL ASSEMBLIES FOR BALANCE _ I ;.�,.,,, SYSTEM, LAP PARAPET �■■■■■■■ OF EXTERIOR WALL DETAILS U 00 co m ■ BATT INSULATION, FULL mtENE 1' NEE LU . � ■■■ _ !!!!!11L— EEEHihi ` HEIGHT OF PARAPET ■I■■■ _ 1■ I 1wj■■■ -....app...--.1 .- ,I 2x6 WOOD PARAPET FRAMING c 2x6 WOOD PARAPET FRAMING 1 ' ■ES -- EEEE■■EEi" AT 16" O.C. E!EEffEEEEE ■ 1 . -� 7 ■■■ `` TAPERED INSULATION I AT 16"O.C. _---_.-- -,. - I = .om U w .. ii • - RIGID INSULATION 10 !' 9 -—-— • -—-—- / Ce 0- li ! -,_ 1 A8.51 MIR A8.51 'I VAPOR BARRIER/TEMP ROOF Q c t� 1 BLOCKING, PER STRUCTURAL I I°A" MEMBRANE ROOFING 1 / \ L ■ ,,,,,: YST l , LAP -'RAP I A Ce o ] a VAPOR BARRIER/ -- Alb -- PREMANUFACTURED WOOD TRUSS i r; 11PARAPET SEE STRUCTURAL • ' • VAPOR BARRIER/TEMP =ics o ROOFrPARAPET WALL DETAIL TEMP ROOF .ill ' I AND I ]' • I 3 �1►.11 DWGS --1 ':hl!, - -. _aft . ---_r-r A �� SCALE: 1 112" = 1'-0" ��„ --_ (1} LAYER TYPE'X' GYPSUM — ~! 9 p - STANDING SEAM BEYOND Z 11''11 1 WALL BOARD AT ALL EXTERIOR } II��■■ ,_s;� ' —'— PREFINISHED SHEET METAL I- m N OILI VERTICAL INSIDE TRUSS FACES , N 1 <` COPING WITH HEMMED EDGE N MAI "I T fCTYP. , EACH SIDE rr.rnrrrrr . W A J o co miis 1 SPRAY FOAM AIR SEAL V . M _ N C N lh��` AIrl ,, ' SLOPE 1:12 Q Q M II BLOWN 1N INSULATION / CONT SLEEPER - 1/2" PT U co O PLYWOOD WITH PT ro �' • I,�' - _ \ LUMBER CANT- FASTEN TO I`~� BLOCKING AS REQUIRED ', PARAPET WALL DETAIL .r___________---74/--__._-- -//// ' \, ' PARAPET FRAMING 4111.h. ! - I 2 SCALE: 1 1/2" = 1'-0" � /`X T.O.P.- PER PLAN - ._ a - z ROOF/CEILING ASSEMBLY, SEE HORIZONTAL 'b-------\.,, -- CONTINUOUS METAL CLEAT, D ASSEMBLY TYPES EACH SIDE N 0 PARAPET WALL ST. DIN EAM : YO► i , N ..i1 ROOFING MEMBRANE -WRAP W I) SCALE: 1 112" = 1-0" & OVERT.O. PARAPET& HIGH TEMP :,i;•: CO m CONT SLEEPER- 1/2" PT Q Q SLOPE'1:12 -LYW•OD WITH CANT 2 Ct - / PREFINISHED METAL COPING B PARAPET COPING AT ROOFING Q O / WITH DRIP EDGE , _ „ - _+„ 7 _-- -- �..--= ✓ Co (9 LL —_ U _ LL CONTINUOUS METAL CLEAT --- ROOFING MEMBRANE, FULLY ', H B 1— � - ROOFING MEMBRANE, FULLY ADHERED AT ELEVATOR H Q W I% I T.O. PARAPET ADHERED AT ELEVATOR OVERRUN OVERRUN 1/2.: I - ( - - W > (n FASTENER WITH r _ SEALANT&TYPICAL ROOF • W 0 - -‘t\.: 1 III -- FIBER CEMENT LAP SIDING GASKET I N SEALANT&TYPICAL ROOF TERMINATION PER ROOF re LL { __ , . TERMINATION PER ROOF MANF MANE IU CO WRB + R = X3/8„ B 24 GA PREFINISHED SHEET �/ \__ I !/ • I METAL DRIP EDGE FLASHING = W 25 MIL SAM-, OVER WRB INSECT SCREEN } / / / � ------- W/HEMMED EDGE C..} z _ - 0 AIf rAP : ER WRB 4" MIN. 1111■■■i■■i■■■�i■■■■ ��_��_�� - CONTINUOUS METAL CLEAT t..- SEALANT(AIR SEAL ROOFING ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■i■■■■■■■ LL' } MEMBRANE WRB ■■■■■■■■■■■■■■■■■■ ,r CONTINUOUS METAL CLEAT ■■■■■■■■■■■■■■■■■■■■ `� m' PREFWISHEQ SHEET METAL .;.:ice Q _____,____________________ i _ I MEEIIIIMNIIIIIIIIIIIIIIIIIIIIIHMINIIIII ■■■■■■■■■■■■■1111■■■ MEMMEMMEMMEr • UUNUUUUURNUUUUU GUTTER STRAP AT 16" O.C. W TARTER S IP _ ■■■■■■■■■■■1111■■■■■ ill COVERBOARD ■i,,: FIBER CEMENT LAP SIDING, SEE ■■■■■■■■■■■■■■■■■� ■■■■E■■■■ 1111■■E■■■■ i a 2ti- 1 1111■■■■■■■1111■E■EE■11R ■E■■■■■■■■�E■■■■■■■■ PREFINISHED SHEET METAL Q • WALL ASSEMBLIES TYPICAL ■■■■■■■■■■■■■■■■■� 24 GA PREFINISHED SHEET METAL 1111■■■i■■■■■■■■■■■■■■ •�. I 1 r INSECT SCREEN �, 1 EXTERIOR WALL COMPONENTS RI■■E■■■■■■ENNE■■■E FLASHING WITH HEMMED EDGE EEEEEE■EEEEEEEEE■EEE ,\' IliGUTTER I-- ■■�i■■■■i■■■■■■■■■ ■■1111■■■E■■■■■1111■■■1111 •\ d I q 1■■ ■■E■■EE■■■■■■■■ \ ■■E ■E■■I■■ ar■r�� COVERBOARD Z -' Y - 24 GA PREFINISHED SHEET�b'IETAL $ 1111111■11■■■■■1111E■E11■■ _ T _ COVERBOARD le! elat ele+ e,e+ e+e+ elaf as _\ �_ ' DRIP FLASHING WITH HEMMED - \ RIGID INSULATION --------„.......___j :.:I CC .::=:=:=: 1111■ �■ara�■■■ �1\ C ___ Ill�� aa•a ROOFING MEMBRANE, FULLY Nae•■ ��1 _ ROOFING MEMBRANE, FULLY "� �- STAINLESS STEEL SCREW WITH ■■A ADHERED AT VERTICAL LOCATIONS '� \ I ■■�■■■�■ ■■� ADHERED AT VERTICAL ■■Nae,■■■ ■•■■■ate NEOPRENE WASHER AT 16" O.0 PARAPET COPING AT FIBER CEMENT ■■- :::\ ' e.■_.■■ 4„ ,u 1111 , e.■■a.■ /r LOCATIONS O v 11��IILIII \\` VAPOR BARRIER 1111■ "1• " - " ■■.:::■"'"■■ N. I�■.... \ . VAPOR BARRIER 0 24 GA. PREFINISHED SHEET METAL SCALE: 3 - 9 -� ;�■ �� . , PLYWOOD SHEATHING, SEE I■,■ammo 1111II� ■' - PLYWOOD SHEATHING, SEE — I n- METAL FLASHING WITH HEMMED sra■■iii STRUCTURAL ■iaa ■ \ - �L■■■�■■■ \ I '� ��■■■ STRUCTURAL EDGE aiEns ■■■�■■■ = ■raarar "' ,� I■.■..■■a::: EXTERIOR DETAILS ROOF ■ �+t ---r BLOWN-IN INSULATION ■■�■■■ WRB, LAP ROOFING AND SEAL ■. I:"'■'" \ ■I�a • BLOWN-IN INSULATION Ulan d \ �� 1111■ _):• . l __ ■■■�■ A 2X WOOD FRAMING, SEE G L�'■■M•■■IMME OIL% 24 GA. PREFINISHED SHEET METAL ADHESIVE APPLIED ROOF 1111■ as■MIN MEMBRANE WALL FLASHING \ STRUCTURAL �■■■■■�■■■ - 2X WOOD FRAMING, SEE .� '` STRUCTURAL COUNTERFLASHING WITH {•. ..,., \ \ PROJECT NO. r HEMMED EDGE 4., ... \.\\-\\44 COVER BOARD \'• COVER BOARD 17055 r p I s PLYWOOD SHEATHING , \ ADHESIVE APPLIED ROOF V P.T. NAILER PLYWOOD SHEATHING • MEMBRANE WALL FLASHING • �' COVER BOARD - ' L._ ■ Nae'■■■ \• HOISTWAY "'�"' 04.29.2019 Z_ ROOF PROTECTION BOARD ■■_a■sae' �' HOISTWAY 1 • _T .�: =■s! \ z , -- MEMBRANE ROOFING, COVER BOARD co FASTEN AND HEAT-WELD BLOCKING AS REQUIRED - RIGID INSULATION ` PER MFR REQUIREMENTS SEALANT / - —- — - — - TAPERED TO ACHIEVE SEALANT / - i - RIGID INSULATION a MEMBRANE ROOFING, A . _—_—_ SLOPE PER ROOF PLAN I. / ..7 w REVISIONS:. # ... L COVER BOARD FASTEN AND HEAT WELD •••: ;!�;ini.Z. `1 I ( 10 o 1 ?"`� �"�� '� ,/— PER MFR REQUIREMENTS ■: M■I� N • I ,18, 1. - - A Bid Set 04.29.19 ' s ■■is■■■■■■■■■■ �■.rrrrar�■■ IfIF1 / j.f/i%!!i% /2/>�; VAPOR ►, :-I / / /• ''.%/,' 27� / z j B Add. #1 05.20.19 .` VAPOR .Ipfr aa• RIr r■ �► ;/ . ./ �' /// •/ :/// ■Nil•■■■■■■■■CJ RIGID INSULATION .. Eta \ I i i i i i i I I I BARRIER -• ' s■■ ■ W o Iii■■■■■■■■■■■■ BARRIER _ �� ■■ .■ T AM" ■ II- . ■■■■■■■■■■■■■■■■■■■E■ ■■■■■■■■■■■■■■ ■■asaa■ 1111■■ mow. ' 1 1111■■■■■■E■ ,■ w ■■■■■■■■■■■i■■i■■1•■A■■ ■■■■■■■■■■■■■■ wl■■■r■■iw � \ 1111■■ 1111■■■■■ I 1111■■NEIN■■■NEMENI■ NEIN■■■■ENE■E■■E■EliiillW RIGID INSULATION ■■_■■■■■■■■■■■ ■■��1 I z W /� ■e ■■■■ I ■■EE■■■ 1111■■■■■■■E■■E■■■■■■■■I « I 1111 ■■■■■■■■■ VAPOR BARRIER/TEMP ROOF '',''p ■�a■■ HMI \ i i i E o l' 1B E11■11■11■■i■■■■■■■■■■■■ ■E■■■E■■■■■■I■ '"' ■ a I Q z z ,■■1111■■■■EE■■■■■■■■■Ile ■■■■■■■■■■■I■■ I ■ io ■EE■■■■■■ o ■■■■■■■■■■■■■■ E■■ ■ ■■EE■M■■■EU■■■ �� \ ■■■■■�■■�■1111■■■■ w 1111■■■■■■E■■■■E=■■E■�■C ��,��,, ` ■■E■■My ROOF TRUSS FRAMING SEE 111:17a ♦ ■11111111■■Y■■■E■■1■E • I I • ■■■E■■■EMM EE >IP-6 ■■■■■■■■■■■■■■E■IN■■E■ 1111■■■E■■ ..■...ae! ' E■■■■E■M■E■EE■EE 1 l h ■EMMM EMMOME■■MML a ................MEM VAPOR BARRIER/TEMP ROOF ■EEE■■�I■■E/i■ STRUCTURAL DWGS CII •��L� I ■r EE11E■E■!INE■EINEMC- f \. 1111■■ ■■E■E■■■ W i■■■■■■■1■■EE■E■■ ■ 1111 �' 1111■■EE■EI■E■EEE■E �} ■■E■■ ■■E■■■■O= ■■■■■■�■EEEE■■■■■i■■■ WRAP P WALE /• :r: �i ....I = = ■■■■■■■e■■■■■■■■ — - . - - r- i■■E■■ ■■E■■■ ■�s■r�u ' /� // A I I /i/ Q s I i I � � ii�r■rlia■■ ■r /%- �� J�� /�� W ¢ �'' s ROOF TRUSS FRAMING, SEE �;;■� VAPOR BARRIER/TEMP ROOF, ‘..\—/-—-—-• VAPOR BARRIER/TEMP -.OF, (� o DWGS !�I r I / - Z STRUCTURALWRAP UP ACE OF WALL W- • UP F'CE O WAL z „-----A`. 4-41P#4'Jam`"‘41‘*- tt :al► U WALL FLASHING AT ROOF i PARAPET WALL BASE AT ROOF ELEVATOR ROOF AT PEAK/RAKE ELEVATOR ROOF AT GUTTER ow_ A8 • 51 I- > 1 SCALE: 3" = 1'-0" ;' SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" �� SCALE: 3" = 1'-0" z° o • - 6" ': " - 6" '1' _ 6" ,,✓ ~ - ROOFING MEMBRANE ��0D4 -A WATER DAM HOT AIR WELD PER MANUFACTURERj�N CI COMBINATION REQUIREMENTS ROOF DRAIN N. 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MIME ■■■■■■.■ ■■■■.' { W IL 1 w co ■■■■■■■■■■. .! ■�■■■■■NE.■■■�� ATTACHMENT PER MANF t!E!!t!!!!!!S!E! 1 COVER BOARD ■! _NEM MN ! ■ ■�-••UU"m }�.� PLYWOOD SHEATHING, W O ❑ ■■■■■■■..■■■■.■■ — .ES■N■■■■■■■■■■■ ■■■■■■■■■■■■■■S■■■■■■■I L - �' ,.,Ar _ .� SEE STRUCTURAL LL VAPOR BARRIER/TEMP ROOF �`� L I a" NX �.1%°'-----<„,T_ SHEATHING PER '� \ Q = L i VAPOR BARRIER/TEMP ROOF, STRUCTURAL WRAP UP PIPE PT BLOCKING, TYPICAL 0 H z ' PROVIDE BLOCKING BETWEEN PLYWOOD SHEATHING, SEE r- Q (0 12 TRUSSES AT POSTS PER STRUCTURAL u,i ROOF ASSEMBLY PER SCHEDULE, SEE STRUCT FOR FRAMING ❑ STRUCTURAL h ILLI r^ Ids v! o- PV PANEL MOUNTING POST PIPING PENETRATION AT ROOF i HOSE BIB AT ROOF NOT USED o SCALE: 3(5 " = 1'-0” — 6 SCALE: 3" = 1'-0" 7 SCALE: 3" = 1'-0" 8 CAL : 3" = 1'-0" p ~ A ti PREMAI&UFACT REDAISULAT•D N,___,7-A„_.. _� -ROOF HATCH AND_CURB UN -' "A 411# --1`40 J� A�4�A� 4� ,�"�,�'� x- Z �� .4_ _� TIE-OFFNANCHORRED ROOF � ❑ SUPPORT CHANNEL- - P.T. NAILER AS REQUIRED // /� /_ INTEGRAL TO MECH. UNIT "-�I1, l STAINLESS STEEL SCREW WITH ROOFING OMFR'S REQUIREMENTS PROVIDE 8'WX8'L 16 GA \' `� BENT SHEET MTL. STRAP NEOPRENE WASHER AT 8" O.C. SECTIO O %/ 1±. ! �' FASTEN TO CURB AND MEGH ti - 24 GA PREFINISHED SHEET METAL �~ STAINLESS STEEL CLAMPING RING U ROOF TOP MEGH UNIT a UNIT PROVIDE ONE STRAP COUNTERFLASHING WITH PER SIDE FOR UNITS UP TO _ PREMANUFACTURED PIPE BOOT RUBBER GASKET - 1 5,000 LBS,AND TWO STRAPS MS HEMMED EDGE r 1!I N FOR UNITS OVER 5,000 LBS SSI - HEAT WELD ROOFING MFR'S EXTERIOR DETAILS- ROOF NAILER STRIP a !! 1/2" CDX PLYWOOD I I REQUIREMENTS PRE-FAB CURB BY - 1`I FASTEN STRAP SECURELY TO H AC UNIT MANF. \ CHANNEL& NAILER S7RkP --- FULLY ADHERED MEMBRANE ROOF f__ - i ITFULLY ADHERED MEMBRANE ■ • FLASHING, SEAL AND FASTEN PER ROOF FLASHINGI I NI PROJECT NO. RIGID INSULATION 1•Iz ■I, , il ■ ROOFING MFR REQUIREMENTS COUNTER FLASHING, FASTEN WI ■� •I STAINLESS STEEL SCREW AND ! I I TPO MEMBRANE ROOFING 17055 7.,'■l NEOPRENE WASHER AT 16"O.C. (� �� , MEMBRANE ROOFING ? 4" MIN. LAP l COVER BOARD ■■ z co ALL Ar ouivu ■ !I 04.292019 FASTEN CURB TO ■■ ROOF DECK A5 , Ilii �- SEALANT ��■■ •r.-.• Q REQ'd PER MANF. z �'VIII �` RIGID INSULATION ;c o �'%? i/!il , ,% '` U PLYWOOD SHEATHING PER INSTALLATION !■SI SINGLE-PLY ROOFING ` a ..� — r / MINS■■■■ESSII HEAT WELD PER MFR I STRUCTURAL DWGS I-� RECOMMENDATIONS oa ,MME/° B MEMBRANE TO M y 111:11l�::►\111 REQUIREMENTS I r REVISIONS:/#\ NEM ACCEPTABLE I Pc\I .T. BLOCKING, TYP. w \�■I SUBSTRATE PER MANF. ■■■■■■■C.■■■■►\ H \ ■■■MI■.■■11■■■■■ z ~ A Bid Set 04.29.19 ■■■■■S■■II■■■.■■ ` — COVER BOARD w•.q • " �� ROOF COVER BOARD I) , . ■■MI.■.!MI!■■■.■■ /,,i „//, �/ i/ , , '/,// ,'':;, /%,/// //.!ii%,//� I I ///// /,%/4//i/!//27 %://////';'%//,, " . /, /..//,� !,f/% //,.l/,r I B Add. #1 05.20.19 �:� !J\■MI.S■■■■!. /� /!- r. /' ' /�' /� � /- .- � , i i' /�' /, ,. // /f' i, j ■■■.S■■■■■iionEl RIGID INSULATION _ 8 .�mir ■■■■■.■■■■■■■ ■■■ ■I ■■■■■.■■MI■■■t ■■■■■■■■■h■■■■■ ■r ■■■: MISS. 1 _ \ \:- / /, / ./, . B ■■■■.■■■■■ IIIII 'l!■■■■■■ ce - �: r, ,i ! , %,/ ! I =■■■■.■■■■._ �— VAPOR BARRIER/TEMP ROOF, i i E i f /// %/ �%/f /d f N N ::::: ■ TRUSSES AND ■■!S■■■■■■■■■■■■ ; ' • .�� WRAP UP NAILER . .�.....�.�_ ,,■■■■■ ;, ,,. �� I L;"/ �i �' �� /L ■a■■■ '-.:-,-,.j., U MURB PER ' iiioii �ommui■ [ CLOSED A r \\\_ ` ;\ \ , �� iiii■■■■■■ �� ■■■■■■ I■IS■■N■H■�■iiiN11NNIN11N1 I I ��1� �■■iii ilii■■ 0 a ■■.■■.■■■N■■■!■■■■ HEM :� A ■■■■MI■■.■■ ■■ 1 111 MI ■■■■■!■■■■■■■■mmom ■■ . .S■■■-, ' ■SMI■■N 1111111■ S STRUCTURAL !■!!■■■■..■.■■■■.■■ WOOD ROOF DECK AND TRUS ' S■■N■■■■■■ NN ISI ! 1 1 • N■■■= I I MSS ■■S■■■ ■.■■.■N■ LL cc cc ■■■■■.■■■■■■■■■■■�� PER• T T LDWGS_.- iiiilii � f ��M. ■■■■.■ r t; l ■!■■■■■■■ ■.■MINS■■ Q ■■■.■.■■■■■■■■■■■ COUNTERFLASHING 1j [ NOTE: COORDINATE ■■■■■■■■■!■■■■■■■ 1111 IIf 1 11111111 IIJ` r ■■■■■.S■■.■.■.■■■!■ II 11111 ! ! i\ ' III 111111 ■!■■■■■■ _ EXACT DETAIL WITH ■■■■■.!!■■■■■!■■■■■ _ _ 1 1 I 1 I I I-� I I I I j I 11 1 I 1 1 I I- i HVAC UNIT issmsssmssmss rn .. iI 1 / / , / w a 1 HR RATED WALL ASSEMBLY / // i /,/ /`/ /� % e /// /� MANUFACTURER _ /_ _ ■IS■!■■E■■r■■i■!wi■ ROOF ASSEMBLY PER \�- - - - / / �/ SCHEDULE, SEE \ '� AT PERIMETER OF OPENING // I I I I Q Q \ " �� \ STRUCT FOR I BLOCKING WHERE REQUIRED I I I I VAPOR BARRIER/TEMP ROOF A o FRAMING .. . I I ' FOR SHIPS LADDER 2 w -,-,/" \L • AC" PER TRU URA DWGS a V WOOD ROOF DECK AND TRUSS n 9 . . MECHANICAL CURB AT ROOF � o� ROOF HATCH CURB �� ROOF TIE-OFF ANCHOR AT ROOF PER STRUCTURAL DWGS ,_ } A8 • 52 SCALE: 3" = 1'-0" J SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 12 /-----. Q� �� '+�� 0 0 iii 0 A8.54 _ - 8) 10 C 24' it, -6" 9 10 STANDING SEAM A I . r A8.54 I q .54 METAL PANEL .r TA I r � r I ,A,.8.521/ � � 8 ROOFING Np• y i i N � I Mr I _ I "DS I E +E - - - - - -- - 0 - - - � - - - � _ - \ - - \ B - 1, _� ni 0 12 w -1.. - �12� •f ' D. OGON -\ 12 ` '\ \� ± i 10 I I ih 12 A8.53 - A8.5� 11- 112"112" �A8.5� ��8 i N s i� M w O 10 cv ! _ 1 A8.54 7 ,, \A8.53 - I , A8.55/ a• u' % d214 , A8.53 r � _ � _ � - - L.. 8 \ DS ------ STANDING SEAM METAL DS - PANEL ROOFING A8.53 1 \\\ ,. ~ `T- , 11 <53 I ' `t C� 0 AA/� `�� - J _ I 11 \ PREFINISHED SHEET A8 53 PREFINISHED SHEET 11 g STANDING SEAM METAL DS !"1f'1 A8.53 PANEL ROOFING 0- o METAL GUTTER AI PREFINISHED o A8.54 METAL GUTTER A8.53 25' 3 112" PREFINISHED SHEET I SHEET METAL W L STANDING SEAM METAL ,' r 11'-0" j METAL GUTTER 4'-0" MP GUTTER Ce ra ` " PANEL ROOFING r-, , CANOPY - GRIDLINE E - CANOPY GRIDLINE J , 4 CANOPY - GRIDLINE 10 0 ,. 0 / SCALE. 1/4" = 1'-0" SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" VL. a)W Q co i_ cr) i N U• A14r � ti Q 1 U rn Do 1 a = Ailbk I ca 6 c4 I A8.53 I a a - ` 2 N E � o0it 1 Z = I I I o c 7 I I I- m N r N I11� I 11 cii) A853 4'-0,. J o v`A8.5� A8.53 1 3 N A F.F. SECOND FLOOR "` F.F. SECOND R j F.F. SECOND FLOOR ' '' F.F. SECOND FLOOR -_ `, 3 0 Q O `�) _.. A8.54 12' -0" �- 12'-Q" I 12' 0" 12' -0 OM ClV co in s _ 1 7. ... .. A8.53 _.- - i_ 7 Y. . B.O. CANOPY STEEL' ,i-1 ___�_.y — I, r I i" - - ■ - B.O.B.O�CANOPY STEEL J -,+ • _ ! ' B_0. CANOPY STEEL r B.O. CANOPY STEEL _ •v_ { F.F. GROUND FLOOR - Ii - 9'- 10" tr my _ � 'IV a' $ IN it 0'-Q" rit - -r• k I 44. ,, F l rl B.O. CANOPY STEEL ' • V - ~ ~ ~ I Z/ STEEL HSS OUTRIGGER - 7 \ STEEL HSS OUTRIGGER - � - � - _ _ ■ Z�.� __._____ STEEL HSS OUTRIGGER STEEL HSS OUTRIGGER , BB '- CANOPY SUPPORT, SEE CANOPY SUPPORT, SEE 11 CANOPY SUPPORT, SEE CANOPY SUPPORT, SEE I (1) 512 / "'I 12 STRUCTURAL DWGS , STRUCTURAL DWGS ��g�54 / STRUCTURAL DWGS co STRUCTURAL DWGS . ` ff I A8.54 ROUTE FIRE SPRINKLER ' CANOPY SUPPORT, SEE /STEEL HSS OUTRIGGER ' 9 • 1 ROUTE FIRE SPRINKLER *1"' ROUTE FIRE SPRINKLER _ ROUTE FIRE SPRINKLER _ (� AND CONDUIT THROUGH o I AND CONDUIT THROUGH y AND CONDUIT THROUGH AND CONDUIT THROUGH STRUCTURAL DWGS O { As.54/ N I CENTERLINE OF JOISTS CENTERLINE OF JOISTS CENTERLINE OF JOISTS CENTERLINE OF JOISTS (\j y O) -on. C) i 6) O i• I STEEL HSS COLUMN STEEL HSS COLUMN1 / I STEEL HSS COLUMNSTEEL HSS COLUMN co w CANOPY SUPPORT, SEE CANOPY SUPPORT, SEE CANOPY SUPPORT, SEE ""`"� -- .- - 1 CANOPY SUPPORT, SEE - i STRUCTURAL DWGS ROUTE FIRE SPRINKLER �/ m STRUCTURAL DWGS STRUCTURAL DWGS STRUCTURAL DWGS AND CONDUIT THROUGH Z N \ __ I1 CENTERLINE OF JOISTS O 0 Q c� I 0 F.F. GROUND FLOOR F.F.OGROUND FLOOR F.F.OGROUND FLOOR FF.FOGROUND FLOOR - F.F. BASEMENT _ CLQ r -9' 0" G h _ -. .. ''ms s'* _-.-- u. I 7`4/i_ 1:':'''''''_-b.17,...,y,.. dlt �If 1ra41'"11AI W Tf ll= 10ti '_'Ik.=11"hi i-� O < OI 4'. - i , R s r r,: .i c- 7L=11 11 11 IML 11#11 II Il 11 -i 1'=11 II 11;=11 tl 11m11 11 Il .li._. I- I I- Q A853 > I CANOPY - MAIN ENTRY s^ CANOPY - MAIN ENTRY CANOPY - DECK 8 , CANOPY - CORRIDOR 127 9 CANOPY - STAIR 02 1 1/2" 12" \ SSCALE. 114" = 1'-0" ) SCALE: 114" = 1'-0" SCALE: 1147 " = 1'-0" SCALE: 114" = 1'-0" SCALE: 1/4" = 1'-0" Q ci_ fr CC w I v = w Ci- 1 I Cecow , Iii cr) 0— Il / STANDING SEAM HOOK, FASTEN PER Ce EB _ _ _ _ —i _ - _ _ - _ I MFR REQUIREMENTS O >'-' 1 _ - ti - PREFINISHED SHEET METAL SLIP SHEET STANDING SEAM METAL PANEL ROOF 0 I- iso - RIDGE FLASHING WITH Z r - f , � HEMMED EDGE SLIP SHEET r 1' 0° - 'Z' FLASHING SET IN DOUBLE ` / — STICK BUTYL TAPE AND SEAL UNDERLAYMENT, LAP DOWN FASCIA UNDERLAYMENT, LAP FASCIA CC WATERTIGHT TO STANDING PLYWOOD ROOF SHEATHING, G _- - � SEAMS, EACH SIDE SEE STRUCTURAL DWGS PLYWOOD ROOF SHEATHING, SEE Q 1 1-112" STANDING SEAM BEYOND STRUCTURAL DWGS U IWITH BUTYL SEALANT AT SEAM STANDING SEAM METAL ROOF METAL EDGE TRIM ------• _ PANEL WITH HEMMED EDGE 4 114" ` • �-y l lLJ STANDING SEAM METAL BUTYL SEALANT AT SEAM ENDS PREFINISHED SHEET METAL EDGE EXTERIOR DETAILS- -- y11W 1111 y I - -``'y-``� ;' �� ROOF PANEL, TYP. -TURN UP -I - - _ - - FLASHING WI HEMMED EDGE CANOPIES - - ' - - -- END AND SEALAT CORNERS - METAL RETAINER STRIP SET _ �'y� 1�1 IN SEALANT �I�I ___ - - "' qtr PREFINISHED SHEET METAL• / J— I _ � �-'=`� DRIP EDGE FLASHING WI -A-_4-___.---,30,__ PROJECT NO. l SLIP SHEET - % DRIP EDGE I - �0 - T FASTEN WITH BUTYL 17055 � I 1 UNDERLAYMENT, PROVIDE I - 14:1 '� I_41' SEALANT I ' OPENINGS FOR VENTING 4\ I 1 12 �� f'!` -- ��A8 53 CONTINUOUS METAL CLEAT I ..J PLYWOOD ROOF SHEATHING, CONTINUOUS METAL CLEAT X o 04.29.2019 A8.54 SEE STRUCTURAL DWGS T l` - PREFINISHED SHEET METAL Q STRUCTURAL RIPPED O SLOPE, SEE GUTTER STRAP AT 16" O.C. ti\ 1_Luc REVISIONS: # pit _ PREFINISHED SHEET y B Add. #1 05.20.19 fir• I I METAL GUTTER a W / -- 2x8 P.T. FASCIA z S w 0 1 1 �\ � i� , 2x CANOPY FRAMING OR HSS L l OUTRIGGER WHERE OCCURS, w PREFINISHED SHEET METAL • o I &I I 1 4" 1" SEE STRUCTURAL DWGS FASCIA FLASHING W/HEMMED U o - 10 d-- 314" CDX PLYWOOD � EDGE u) 0 / % i ~ A8 54 � �� Y Y PREFINISHED SHEET METAL 314" CDX PLYWOOD Q'U D - u - FASCIA FLASHING WITH % �� PH _ v DS -w�� HEMMED EDGE 2x CANOPY FRAMING OR HSS ¢ ' 7' -6 314" �� _ - T ��' OUTRIGGER WHERE OCCURS, W F- in - ' R01D4A! SEE STRUCTURAL DWGS Q 11 T&G WOOD DECK OVER T&G WOOD SOFFIT OVER -)RL � ID1X FURRING AT 16" O.C. BACKER ROD AND SEALANT 1X FURRING AT 16" O.C. - A8.53 SEE RCP FOR ORIENTATION y B - T&G WOOD SOFFIT OVER 1X en z CAN O PY - MAIN ENTRY SPRE NISHE HEET METAL VENT FURRING AT 16" O C w 1 / RI DGE AT METAL ROOF PANEL CANOPY GUTTER DETAIL CANOPY RAKE DETAIL o SCALE: 1/4" = 1'-0" 0 SCALE: 3" = 1'--0" 1 1} SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" z 0 4_0 'C4).. ILANDe , • FIN • • • APO' • D, 0- G0N 2918 e SOF CO •U 0. E 0 V W 0 Ce f0 I- O U w 0 W o - 1- N V ti - = m 0 U a' � w o Q C H 0, a aQ o — I N it a) Z c N O >1) 'Nu) 1— m N W r N J 0 (') � LL N a Q o c*) U 2Q 0 Z SEE WALL ASSEMBLIES FORSEE WALL ASSEMBLIES FOR TYPICAL EXTERIOR SEE WALL ASSEMBLIES FOR TYPICAL EXTERIOR SEE WALL ASSEMBLIES FOR CO COMPONENTS TYPICAL EXTERIOR TYPICAL EXTERIOR COMPONENTS COMPONENTS COMPONENTS N 0 MINERAL WOOL INSULATION ��_. I MINERAL WOOL INSULATION I L ::::::I::LATI0N VAMINERAL WOOLINSUION- - - _ WRBLAP OVER SAMWRBLAP OVER SAM � - - WRBLAP OVERSAM`!':�_--� ■�:��■�■I t R j. ." • _ -.) SAM;I7AP SH + .- - rJ__,'4-_i_. ::L_ Z m _ _ + _ z !-I r-1 _. LAPSH ►G ' _ OC _ - - - -� �� .'.'. e INSECT SCREEN _ INSECT SCREEN = - 1 � r -_ _-__ B C a fl _� INSECT SCREEN =_ 24 GA PREFINISHED SHEET ►-� • ` 24 GA PREFINISHED SHEET `�\ :-r` r L • �` �� — METAL DRIP FLASHING WITH = METAL DRIP FLASHING WITH I ' 2 r 24 GA PREFINISHED SHEET �� - / "�` �� HEMMED EDGE, SLOPE BOTTOM Q METAL DRIP FLASHING WITH - -- - - �� r 24 GA PREFINISHED SHEET ,�_ - I,- ��5 !! - ��► _._ HEMMED EDGE, SLOPE �� } a\` Q r O HEMMED EDGE, SLOPE BOTTOM -_- , METAL DRIP FLASHING WITH I ; . 24 GA PREFINISHED SHEET _ - BOTTOM — U LJ �,� IT; _ HEMMED EDGE, SLOPE BOTTOM METAL COUNTERFLASHING WITH a IN - '_• / -_ i• J 24 GA PREFINISHED SHEET " •I 4; 'I a ,I 24 GA PREFINISHED SHEET y -\ Q = t i HEMMED EDGE -�.. METAL COUNTERFLASHING WITH N _ _---' I v. 24 GA PREFINISHED SHEET _ _ - -I 1).. ; _ METAL COUNTERFLASHING =- HEMMED EDGE r HMETAL EMMED EDGE COUNTERFLASHING WITH r 4 J� It 4 a , . O r ---NI % WITH HEMMED EDGE ---------15:-.\-- W . -- tl* ,. .... / _�-- �E 1----1----111131s::.:-:-:.:/' _ 0 — N D C ` 10 v y. `4. °' <d °, a �-� �� _ - ter -- - `,- WIND CLIP 10-:-----7-_ ---- i 7 " I if r- — - ` a C ! _ __I g re LL PREFINISHED SHEET METAL I j ----- PREFINISHED SHEET METAL V PEAK FLASHING W/ HEMMED % ,__ - - '- •-, • ;A ' 24 GA PREFINISHED SHEET ___._ PREFINISHED SHEET METAL a PEAK FLASHING WI HEMMED \ N _ _ I PEAK FLASHING W/HEMMED I0- . I . - , X. {,�J EDGES 1 112" v , - - HEMMED EDGES FLASHING W/ 1 112 ! / T EDGES �� - N. V ._ ...�... B EDGES I W 'Z' FLASHING SET IN _- • . Q1\ " _ _ — / DOUBLE STICK BUTYL TAPE I =w _-_ • _,,f---'\•.,____ \ I ---- 'Z' FLASHING SET IN 1 - __l 314' CDX PLYWOOQ " FASTEN WITH BUTYL DOUBLE STICK BUTYL TAPE ,. .I -.7_-_-_-- - ; / 10 a _-- 4-. / I �O/ a) 1 AND SEAL WATERTIGHT TO I _ �-- a a SEALANT ��D AND SEAL WATERTIGHT TOC* CO STANDING SEAMS I�a- W -. ✓ , Z' FLASHING SET IN g I�-_ ° •'q I / STANDING SEAMS �� DOUBLE STICK BUTYL TAPE _ I! _ 0 1-112" STANDING SEAM I _- --- • : , : .. -- _= - AND SEAL WATERTIGHT TO ,- - —_ , ,_ � _ �I I 1112 0_ ° r+ 1-112" STANDING SEAM " BEYOND WITH BUTYL �,� I . a„ METAL EDGE TRIM = STANDING SEAMS I ;'% W ' - - - BEYOND WITH BUTYL �--- „1 a�, SEALANT AT SEAM _ _ _ - - - + - - - - Y + % _� �i iii __-__ :- . . - SEALANT AT SEAM - - - I __ - � 1-1/2"STANDING SEAM 0 >- STANDING SEAM - '•�� J� _- -_ -A /._ — _ — J l STANDING SEAM I - J -_-__ BEYOND WITH BUTYL I7_ _ 0 H_ METAL ROOF PANEL, — �- + - - - A �„ I - / "116---'°--------7,7_- - —== SEALANT AT SEAM ., 0 TYP. -TURN UP END y - - - - _i ' . i _ _ -.-,__�____ - .7/:/ ,Q Z METAL ROOF PANEL STANDING SEAM / TYP. -TURN UP END _- .,rte _7 METAL COPING int,}D c CONSTRUCT STANDING �ti+ �:' I *DIMENSIONS NOT SHOWN HIGH TEMP HIGH SEAM CORNER-TO fi 4_1.�" ARE TO BE VERIFIED IN FIELD TEMP SAM AT CORNER AND SEAL LAP B -- CORNER - LAP OVER ENDS N.< .. iiips ...--,‘ ANDSEALTO 5�� Np� iiN ROOFING AND SAM t Y �..� ,moi' ii' �\\ d - METAL COPING � , FULLY SOLDERED 6 BELOW AND DETAILING ��X� =___ SS SADDLE \ _ �-\ 1 ,�K � - _ FLASHING 1 PO` ` D, O' GON (�. 2 CUT, FOLD �'� AND SEAL HIGH-TEMP HIGH �, ' rIQ „ . �" 1p CORNER TEMP SAM49 � i'" \7 „r PROPERLY SEAL Ary ANDS\--_-- ,.. P O '" • �> I > WEATHERLAP ALL " '.=% f CORNERSelle {.} 6 • - - - METAL COPING i Ill ,,,�. �� HIGH TEMP SAM INTEGRATE PATCH AND DETAILING / 1W .moi' ,„ `�.\.\\ �' _ n \ 4" �� PROPERLY AND (3) BEADS SEALANT TO a��N� co ' 4 SADDLE FLASHING \ WEATHERLAP �� 11, 55 .-- A /-)-'N-1" :x�. II illiPP.,.11111U FULLY SOLDERED. ____,----- -' 010. n - - I w .��. CANT-MIN 10% 4„ _ SLOPE �A ` 4 0 m > / HEM \ / / a a / l. SEAL SADDLE o / HIGH-TEMP HIGH TEMP FLASHING TO = ROOF M CORNEREMBRANE PER MANF SAM -CUT CORNER AND TURN UP OVER / CORNEREMBRANE PER MANF 1. ROOFING Z C N DETAILS CORNER PATCH DETAILS 0 ; N I- ro N LN �—� PARAPET STEP J o c*) cc N 1 SCALE: 1 1/2" = 1-0" aaco 0 "'co Q in TYPICAL NOTES: 1. SEE PROFILE A FOR TYPICAL NOTES. 0 2. FULLY SOLDER ALL JOINTS. Z 3. VERIFY DIMENSIONS PRIOR TO FABRICATION. D 4. MODIFY SHAPE AS REQUIRED FOR EACH M O CONDITION ENCOUNTERED ON PROJECT. N 1„ 1" STAINLESS MIN MIN N W STEEL SADDLE 1" Cl) FLASHING. PRE- MIN 4' 0 4„ Z m COATED GALV. FULLY \�S \�S p,.. .',. 0 a SHEET METAL AT 4" SOLDERED `I 4„ `� _~ MIN COC ❑ ROOFING 5 METAL SADDLE 4 3-112" j'.;,,'., „ • / 1 ' G ❑ CONDITIONS �p�L\E f _ _ _ FLASHING �, 5 MIN \fig �„ 4„ SLOPE 4„ I I SHINGLE WRB A ':. 4� :- .`;' 4 6„ ,JPS �,qR/FS, GO a O SADDLE INTO FLANGES - \�S (, _� ft FLASHING TOP - •' 4„ P� W TO MATCH sz ..--- OIe. - j / �1 / /y I • 4„ ~ CO COPING, TYP. ! 'OFA S� % I ` I � / # I I I W SAM �717I I� i 4" i ' / i \ I I J W O NOTE: AT ROOF I :xi. _ / �� .. LL5 CONDITION, OMIT r l: , - , ` ';•'t: . . — .: .[ .i.. �� / V SAM FLASHING i `'. . > i „ CL 5 AND SET SADDLE . 4 3. W IN BED OF / U = W SEALANT \ \ H Z re CO A • B C D ECt ) W a ' OC SADDLE FLASHING PROFILES o , „ , ,, oZ SCALE: 1 1/2” = l'-0" D I - HIGH-TEMP SAM-3 AT 2 CORNER - LAP OVER AND SEAL TO ROOFING SEAL CORNERS OF METAL COPING, CONSTRUCT STANDING SEAM STANDING SEAM CORNER- 0 - HIGH-TEMP SAM-3 ALONG TO-CORNER 0 TOP OF PARAPET SEALANT, JS-7 AT CORNER LAP EXTERIOR DETAILS-ROOF N. / N. SO'OF �,�/'� �oQ� PROJECT 17055 NO. / \ 114\..\\\:Nik , ---,„. 4‘ • '''''''''''''--170 4J- Nri):----.. ` V � 04.29.2019 r F, w 5 REVISIONS:_#_ F— O E B Add. #1 05.20.19 CL w z7 uW o : a 111111110. w J ~ Q Z r J C \' '/ = H Q . - HIGH-TEMP SAM-3 PATCH - Q 4 Sksissi INTEGRATE WITH ROOFING cry STEP AND SAM - EXTEND MIN 2" IN STEP 2 z o ALL DIRECTIONS W U PARAPET COPING — CORNER ° _ 55 9 i_ r A8 . 55 S A LE: 1 1/2" = 1-0" °z °a B D c,„„,4° --‘4Cte.S ISEE FLOOR PLAN FOR WALL TYPE SEE FLOOR PLAN FOR WALL TYPE SEE FLOOR PLAN FOR WALL TYPE At , . SEE FLOOR PLAN FOR WALL TYPE �_� TYPICAL 1-HOUR FLOOR Ni. y - "N e' .4 ' WALL BASE PER SCHEDULE r ; . ASSEMBLY-SEE WALL SECTIONS -- FOR FLOORICEILING TYPE • . _� SHEER PANEL WHERE OCCURS, p►o ' o, 0 P Goer SEE STRUCTURAL . SHEER PANEL WHERE OCCURS, SEE STRUCTURAL - • CORRIDOR •_ � - WALL BASE PER SCHEDULE *OF 0164 • TYPICAL 1-HOUR FLOOR ■r •• V ASSEMBLY- SEE HORIZONTAL 3 I� •, ,,i. -_;- •«. ;,. . h — E • )K ,,,," ASSEMBLIES 0. : VPIPIPtti ' ' X ttiPt•tt 1 ! 1 1 1 _ WEB STIFFENERS, PER o . J z �: A �: , , R..-I _ STRUCTURAL — . �. U °' �: x k k Y �� - W oco CV r r U . L. BLOCKING PER STRUCTURAL ' I0 AIDBLOCKING PER STRUCTURAL () ru . s RATED CONSTRUCTION EXTENDS _ I } • Q c TO UNDERSIDE OF BLOCKING ›..‹.�� RATED CONSTRUCTION 4 ' EXTENDS TO UNDERSIDE OF ~ `o SHAFT w CORRIDOR EXTERIOR UNIT INTERIOR ` INTERIOR BLOCKING Ce 0- 41( a -- m Z c FLOOR AT SHAFT WALL DEMISING WALL TO EXTERIOR WALL 1 HOUR WALL AT INTERSECTIONS INTERIOR BEARING WALL ° inco N �� SCALE: 1 1/2 = 1 -0 SECTION0 SCALE: 1 112 = 1 -0 PLAN "J SCALE: 1 1/2" = 1 -0 PLAN SCALE: 1 112 = 1 -0 SECTION W n M a J '- v �`- A W/ 3 N ii..M1.- • ,� ) "'<'s SEE FLOOR PLAN FOR WALL TYPE •F SEE FLOOR PLAN FOR WALL TYPE U c� o ao u7 ■r■_�■rr�.: i s SEE FLOOR PLAN FOR WALL TYPE "'■!II1; SEE FLOOR PLAN FOR WALL TYPE ;.�_ SHEAR PANEL WHERE OCCURS, +f- SHEAR PANEL WHERE OCCURS, - -- . IIL.■■,! -. -. ) SEE STRUCTURAL - SEE STRUCTURAL iimir■ii= - -: WALL BASE PER SCHEDULE "illll — WALL BASE PER SCHEDULE J � . ��`.::“"■"` WALL BASE PER SCHEDULE WALL BASE PER SCHEDULE "■■III�� °'rr y� J - ■rr.■■�, " UNIT r: ) TYPICAL 1 HOUR FLOOR -- TYPICAL 1-HOUR FLOOR Cr) 0 . • ASSEMBLY-SEE WALL SECTIONS ASSEMBLY SEE WALL SECTIONS N 0 UNIT `\ FOR FLOORICEILING TYPE FOR FLOOR/CEILING TYPE �. ' N y MI - _ - I 4ITYPICAL 1-HOUR FLOOR L...: h 7�< / �/---7,7/--7�r I 0) W = TYPICAL 1-HOUR FLOOR MR ASSEMBLY-SEE HORIZONTAL ASSEMBLY-SEE HORIZONTAL NMI ASSEMBLIES ---- - - ZtX C13 4. ASSEMBLIES M' 1 IttttiP, - WEB STIFFENERS PER O 0 Q y STRUCTURAL • • Illikf% ttt _ -f -- FIREBLOCKING - SEE STRUCTURAL c Q y . tr.,1” .. r .. . .- / FOR SIZING & FASTENING 0 Q LL - -400P, : ::-: - • ): -- -- - - • --: --1 -) 5_ X _Y, 3 ,;( —. — , . I I-- < ti I ....=1:- -.."----...,,,,...._L. • I +i , I w r.■i■.rr lin BLOCKING PER STRUCTURALW Q — 1 - BLOCKING PER STRUCTURAL , : �1 aFIREBLOCKING PER STRUCTURAL `•_ 2 1 Mil . RATED CONSTRUCTION EXTENDS 1 � ■■■■�■riGYPSUM BOARD s RATED CONSTRUCTION EXTENDS '■ IIS.44 TO UNDERSIDE OF BLOCKING SOFFIT OVERAs ;� RATED CONSTRUCTION EXTENDS - CONT SEALANT BEAD V U) • ■■i .■■■� LIGHT GAUGE TO UNDERSIDE OF BLOCKING W ■ ■■� 4 RATED CONSTRUCTION EXTENDS = O.. TO UNDERSIDE OF BLOCKING ti II sr■i - . s:ill� METAL FRAMING, U W ` . �i I. : WHERE OCCURS TO UNDERSIDE OF BLOCKING O Z ,• EXTERIOR ' !�r■I:rr■r INTERIOR PLYWOOD SHEATHING PER F- SHAFT .: w UNIT 4 STRUCTURAL ` �/ CORRIDOR UNIT UNIT r; UNIT ❑ ti „,,,LU � LL FLOOR AT SHAFT WALLFLOOR AT EXTERIOR WALL 1 -HR UNIT SEPARATION @ CORRIDOR 1 -HR DEMISING/SHEAR WALL �_ J SCALE: 1 112" = 1'-0" SECTION SCALE: 1 1/2" = 1'-0" SECTION 7 SCALE: 1 1/2" = 1'-0" SECTION $ SCALE: 1 1/2" = 1'-0" SECTION O Z v v Ar c I .. r / 1 �d 1 1 1 :. �1 v i ` • - TYPICAL 2-HOUR SHAFT WALL • : s SEE FLOOR PLAN FOR WALL TYPE . ASSEMBLY-SEE VERTICAL 1 . � . .. INTERIOR DETAILS-GENERAL . ASSEMBLIES . / 1 1 %74 SHEER PANEL WHERE OCCURS; DETAILS SEE STRUCTURAL • • d • - •�• PROJECT NO. .' - 1 WALL BASE PER SCHEDULE ' WALL BASE PER 41 -- WALL BASE PER . 1 • ; SCHEDULE 1 ' ; SCHEDULE •,, 17055 y 1 1 . 4 .:.:: WALL BASE PER SCHEDULE . n 04.29.2019 1 . .. - T 1 - .•.� 1 ../ • 1 I- 2T .. -- -- --_ SHAFT y UNIT COORIDOR ,' UNIT COMMON AREA UNIT UNIT • 4Lt : ,. UNIT 0 a REVISIONS: # tra a 1_ n - - �,-S�- -±- --- ` .&S, -' \\\ S.\ k\ Q'tZ. .3�� E B Add. #1 05.20.19 n e < °a, . ° •d' irr■rrir - - \' ■■ a W --- IIL■■■�■■■ ' u:�_ TYPICAL 1-HOUR FLOOR < e `' ` - � - o- SLAB, SEE STRUCTURAL DWGS ° ° "� 4 . .4 ia■ Il�ri ■' ► rr■ r■r. II 1 1■■.■i ASSEMBLY SEE HORIZONTAL . .r• Illi ■ ■■_■ • I ° a 4a • a- - 4° '�°07 Illirrrr■■�" TYPICAL 1 HOUR FLOOR '.■i■ ■■ � ■i Fa ., ;d 4,. °- a4 rr.rr.■■ mi rr rrr=ei■rr■■■ r� ASSEMBLIES W ,000 00000 c0°0 o- •+ -. . ■■.■rr 'I ASSEMBLY-SEE HORIZONTAL <:d .,4 . .� < °4 III. ASSEMBLIES r L�irw�ro�A L r.r■■. re .a d 4^ F e �a <Q �0,00,,000000. •. ■�m, :I rr mink m ,1 = -vas I -I ° - • a e - - 8 na • _ '�- z - b . •e a" d+ a m p�° a )o Qo Qo Qo Qo wri•�w�w„.01-Airmen. ::■ . ,=i11 =r■. _Amu N�i V 2 ■ r!■r■ 11011115lL a d ° ° as < '° °' �.•. n q° .../ '30°°6903°1",9 QO 00 .!�■■ rri IIMIn=110.1=j1=11 ii != I1 :.. a I I—r 1 i—r I I— '° �iir.■I.IIt =■■■ Q 0. d , i.. �_ ■■ rrr.■r,irrz `�< : • iberr _--i•i�iii:•ll•ll ■i..ir•ll M ud.a P / °d' 4 e 4e' a d _�� 1 i ■r■ — - �■ar r■ilegM" .+" H = `� <Q' a �! o °0n VAPOR RETARDER .. "4'. ..4 . . a°o . .�■. :::��a1r ��II ■a.r it ■r < •oOoC o �� VAPOR RETARDER ��o �o� ��o L�oOJoOodoQo�oO�o��ot�DoO�o��oO�oO�c "-�o _,°7,o'-b(7,,_C*o�`:0-'vt0-0. 0 < o o .s o� ,. _ I r in n`-n`�n°nrn� °n�nf,n°n,n°n�°r- )•oOoO0OoOoOoOo_( iii)0 Oo0 700o0L — I I I I I A`- a \ SLAB, SEE STRUCTURAL DWGS o _ VAPOR RETARDER SLAB, SEE STRUCTURAL DWGS g' eh BASE OF SHAFT WALL - SLABDEMISING WALL AT SLAB DEMISING WALL - SLAB/CRAWLSPACE �, DEMISING WALL - CRAWLSPACE a r A8 . 6 1 _ 9) SCALE: 1 112" = 1-0" (-1.--(-))� SCALE: 1 112" = 1'-0" SECTION 1 ' SCALE: 1 112" = 1'-0" SECTION 12J SCALE: 1 112" = 1'-O" SECTION 2 p SECTION $D C Y\IY.. Y Y._ ...,„cp .4.1., •• RATED FLOOR@g ',-( .Y._ Y p. N ASSEMBLY PER PLAN , - •. •. a" slir PO D, 0 GUN /� _ CEILING AS SCHEDULED I TEXT CONDENSED TO FIT IF NECESSARY �� \ \\ \. 1` O ?, )( a, 1 ), 1 _ FIRE EXTINGUISHER, — - --� fl •-' / 0 LIGHT GAUGE STEEL ANGLE \ \ *OF 0 '\ \ �, �' SEE SPECS .� '�• �� ,(. ),' \ ) (/ �� s I BACKGROUND. COLOR 1 % /r .\ L II (� �� y r )" X J C. €' 1 ,i I.: GYPSUM BOARD SOFFIT, E r TEXT: FONT 1, COLOR 2 • \ I COORDINATE HEIGHT WI4ad I RECESSED FIXTURE P1=R II■ ¢ ARCHITECT AND MECHANICAL ° TRAS _ L SEE PLAN FOR WALL \-�` ■■ CONTRACTOR W a o I I _ — \ �� I` / •PLAN, VERIFY REQUIRED ;�■ L ASSEMBLY TYPE CLEARANCES ■� ° MECHANICAL DUCT WHERE v € BLOCK OUT WALL RECESS0 , �.' . 1 OCCURS, SEE MECHANICAL c . R ECYCL G - MOUNTING HEIGHT OF + • �� ; . 'k' FOR PANEL AS REQUIRED a H t° SIGN 60"AFF, TYPICAL " a) I FIRE RATED STEEL U - II CABINET W/ • ■■ W a n \ (2) LAYERS 518"TYPE ■■■ '= •• v \ / � RECESSED HANDLE \ GYPSUM WALL BOARD �i' '�'� '' a BRAILLE IN COMPLIANCE ` — f �� / ON ALL SIDES ��; - 3 • LU / WITH ACCESSIBILITY ;; = o �- / STANDARDS, TYPICAL IL. o m oa ° a � NOTE: • ).. Iw ;`.;�, 1' 0" UON / C4 0 oo ° in \ CABINET TO PROJECT 4" MAX FROM - -- : ' Q @ WALL FINISHED SURFACE j ■■ ' PROVIDE FIRE EXTINGUISHER ■: 45 /\1 , WALL ASSEMBLY PER 04 FLOOR PLANS �)1 fA}77115/1 A171v1 a }r Y Y ■ 0 00 s WALL ASSEMBLY PER 4 WALL ASSEMBLY PER FLOOR ` ''s - WALL ASSEMBLY PER PO' ' D, O' GON 'gig:• OPENING HEADER, SEE FLOOR PLANS PLANS - FLOOR PLANS STRUCTURAL..,. 4 OF 0 d OPENING HEADER, SEE s OPENING HEADER, SEE s- OPENING HEADER, SEE STRUCTURAL STRUCTURAL STRUCTURAL .:, . ., 0 _e CONTINUOUS SEALANT, EACH SIDE ,,• a p • . , , r 314"x 2- 112", U.N.O. _ 314"x 2 112", U.N.O. W ,s I BYPASS DOOR TRACK _ fX aa �_ SHIM � ,\ SHIM ' HOLLOW METAL FRAME \�T �� - M o �s 314"x2 - 112"WOOD *1St 0 — VALENCE il, � - _ V � DOOR PER SCHEDULE �, L PACKED MINERAL FIBER W a @ INSULATION AT WALLS WITH I SEALANT F- ti s BYPASS DOORS ACOUSTIC INSULATION .111 GLAZING '- c o t\I +I U DOOR PER SCHEDULE s JAMB AND TRIM BEYOND IL o i\1 a -° V +-, 1 m E RETURN WALL BASE TO v FACE OF DOOR Lr Q. ac o — C+r ADHESIVE RUBBER I " STOP EACH DOOR v Z c BYPASS DOOR HEAD/SILL (JAMB SIM) rm WOOD FRAME DOOR HEAD (JAMB SIM) HOLLOW METAL DOOR HEAD (JAMB SIM) i FRAMELESS RELITE HEAD (JAMB SIM) ° N I- m � SCALE: 3" = 1'-0" �2 i SCALE: 3" = 1'-0" 3 SCALE: 3" = 1'-0" \ ) SCALE: 3" = 1'-0" J o M r ,i- LCL N < 0 (h n 0 % I ( 0 Z_ -- JAMB AND TRIM BEYOND (U) - WALL ASSEMBLY, SEE PLANS D GLAZING C° O FRAMING, SEE STRUCTURAL N I RECESS SLAB AT WALK-OFF MAT - SEALANT 0) W B WALK-OFF MAT, SEE SPEC SHIM flJ ., „. , l 1 di FILLET SEALANT METAL TRANSITION STRIP ,----- SNAP-ON N MPO MATCHING CASING t s 314" x 2- 112"PIECE , U.N.O. CO 0 Q G ❑ �- 114"CHAMFER O •00; A _ .c \ - \ 2 -- FLOORING, SEE FINISH SCHEDULE E V 0 u SUBFLOOR PER ASSEMBLY ��J Y Q WALL ASSEMBLY PER LU > Ct H `l .7 WALL a FLOOR PLANS 0 _„ '4. KNOCK-DOWN METAL S . a _ • e4 a DOORFRAME V n a ° d � 1.1.1d a . DOOR, SEE SCHEDULE (A5 0 = ,L IJ _ 4 4 ' T y Z CI- ', i Ce C' t/ MDF BASE RUBBER BASE W WALK-OFF MATT VINYL PLANK -- KNOCK-DOWN DOOR HEAD _JAMB SIM) Ct� TYPICAL BASEO ( S ) RELITE SILL � ��J SCALE: 6" = 1'-0" SCALE: 12" = 1'-0" SCALE: 3" = 11-0" �_8 SCALE: 3" = 1-0" Z I\/ MOLD&MOISTURE RESISTIVE CD 1 FRP PANELS, FULLY ADHERE TO V GYPSUM BOARD OVER C V WALL FIBERGLASS FLANGE 2 - FRP END TRIM I �_ FILLET SEALANT U - SEALANT, CONTINUOUS FILLET w BEAD AT PERIMETER TO: SHOWER SURROUND • - SHOWER SURROUND W/ INTEGRAL INTERIOR DETAILS GENERAL WATER DAM, SEE PLUMBING DWGS DETAILS SHOWER SUBSTRATE PER MANUF r / CONTINUOUS FILLET SEALANT - PROJECT NO. DRAIN PER PLUMBING \ BED OF SEALANT NON-SHRINK GROUT —"� 17055 cc 20 GA STAINLESS STEEL WI Li- a z - FLOORING, SEE FINISH SCHEDULE �r 518"TYPE 'X' GYP. BD. BEHIND SLOPE -- - SLOPE HEMMED EDGE, FULLY ADHERE = Q TUB AT 1-HR RATED WALLS, 1L i i a - N TO WALL r �� MOLD & MOISTURE RESISTIVE x o 04.29.2019 4 11 rf)r--, .- a •�, RESILIENT CHANNEL, WHERE p a REVISIONS: f . OCCURS w ° °4. e BED OF SEALANT : •X.�� m ' • TUBI SHOWER E a • . � � - ��° d° - B Add. #1 05 20.19 v d au A 9 . "� , ' S' a w - MOP SINK BASIN, SEE PLUMBING ` _ • ° ° ...a a w m _ ° DWGS .• 1-118" PLYWOOD OVER TYP x cc a. ° • ° ,. °' — �If^ = < . . a. tir• ASSEMBLY AT TUB ONLY w 4 _91 q U O UJ s - - a Il ce CONCRETE SLAB PER b a a • Q U STRUCTURAL NOTE: - ° ° STAINLESS STEEL PANELS SHALL BE • . . � '. - - �: ' � � �` � COORDINATE PENETRATION FOR tip„-�-,- - -, , ; ,� Q DRAINAGE WI SLAB INSTALLATION CONTINUOUS THROUGH INSIDE popogo�popaoo�o °�do�o °gQooaoc�QogooClp 'c�poCb c>,poc Ili''' � 00 op oti on�a op�a o0 op o0 op Q �- a° it CORNER p ,�po�po�da�a ,�no�o °�oo��aop�p °�Q Q�ppoo�p °� CONSTRUCTION PER PLUMBING PENETRATION PER w Z n° n�n��" n" � ° �` " ��nr�� FLOOR ASSEMBLIES\ U.L. SYSTEM NO. F C 21$9 z W \ \\ SLAB DRAIN MOP SINK FLASHING ROLL-IN SHOWER TRANSITION �� - FLOOR ASSEMBLY c, TUB/SHOWER aA8 . 63 9 SCALE: 3" = 1'-0" 1 SCALE: 6" = 1'-0" 1 1 SCALE: 6" = 1'-0" ��: SCALE: 1 112" = 1'-0" ° o tt l B (OD om/''► iio '"----'\)) CORRIDOR40STAIR LANDING �� . SEE FLOOR PLAN FOR WALL TYPE I III • 40�+ I I I I I AI WALL BASE PER SCHEDULE ��' �fN' I � IIII 111 I III -s TYPICAL 2-HOUR SHAFT WALL rt 'x- '"- ':. `'`` '=` v3. ‘4,.,, \' `)- "• . ASSEMBLY SEE VERTICAL X V AO CON ASSEMBLIES n ' v.- REFER TO SECTIONS FORFr' ', • i 2918 I4 OF �/ ROOF/CEILING TYPE Li a e -:a- . w a i/-�{■ AirAciommorAinnw s L`J ,I 0 �� - BLOCKING PER STRUCTURAL t,tt E '.; >< �- DEFLECTION CLIP&GAP, .;: •-• .-. • a ° o 1 REFER TO STRUCTURAL / - W . i : 2X BLOCKING AS NEEDED FOR TYPICAL 1-HOUR FLOOR 3 tttttt! ♦♦♦♦♦♦♦♦tt♦♦ ♦♦♦♦♦t4J � ATTACH TO TRUSS FRAMING/ SECTIONS FOR FLOORJCEILING " — — — — — F-, ° • Bi OCKING TYPE U I +V ~ RATED CONSTRUCTION :� W N \ / • IINN- r , EXTENDS TO UNDERSIDE OF �I' ti " — 1-HOUR HORIZONTAL SHAFT . _ a� • WALL ASSEMBLY SEE ` FLOOR SHEATHING c HORIZONTAL ASSEMBLIES — _ 3 DYNAMIC SEALANT JOINT W/ BEAM PER STRUCTURAL . - U a� I— Q FIRESTOP SEALANT ` � CC z J-TRIM AT GYPSUM BOARD EDGE, - Q PAINT TO MATCH WALL E 41 i I— uvI = SILL SEALER • I— o UNIT SHAFT 0 41) (Y Q 2 w REFER TO PLANS FOR WALL TYPE . I' Q ao — 0 STAIR RECESS!CORRIDOR STAIR --�r - --- --- - - _ m Z ' _ HORIZONTAL SHAFT WALL NON BEARING WALL AT ROOF TRUSS STAIR 01 2HR OVERHANG ° co N c.) N SCALE: 1 1/2" = 1'-0" SECTION -2 SCALE: 1 1/2" = 1'-0" SECTION U SCALE: 1 1/2" = 1'-0" W - m SECTION J r v rt N w Q o M U "' o TRIM 2X BLOCKING 0 AS REQUIRED Z FILLET SEALANT - &-) 0 IN L C, W RENT DROP BOX, -• _J REFER TO SPECIFICATIONS • Z - 44 ,...., CQ 0 k<4 . 0 fl O Q O _ V - W `� H Q ,.• SEE FLOOR PLAN FOR WALL Ce LL 2 TYPE 0 cl_ (f) CE N 518"TYPE X GYPSUM BOARD U I w a- ENCLOSING ALL SIDES OF RENT DROP BOX O CO z MAIL SLOT ABOVE, PROVIDE FIREPROOF SEALANT AROUND OPENING W a. LL 14) RENT DROP BOX AT 1HR WALL 0 o ~ SCALE: 3" = 1'-0" PLAN 7- Z 2 2 0 U INTERIOR DETAILS- GENERAL DETAILS PROJECT NO. - 17055 x o 04.29.2019 r ( o 5 REVISIONS: # I- o z � E B Add. #1 05.20.19 CL W 2 U w 1 ixa W w J 0 _ Q a U o U) O LL cc J o Q ~ I w I— I < 0 WQ ff Q < (,,) 2 '' O W - } � U y - O = Lii A8 • 64 -. >_ Z O 4 D41c cp 4:". GIND. N v:51 • • D. 0 GON ciAt 2918 r4.-7., ...., 4.OF 0 0 a E 0 U � W/ I.L „, C 1` O C_) a) W o ca Nh U • I o 3 U i � IM IID o a ° ea re Q < o O 2 `\ a) Z ' NOT USED _ NOT USED NOT USED (4NOTUSED)0 0 SCALE: 1 112" = 1'-0" \} SCALE: 1 1/2" = 1 -0" SCALE: 11/2" = 1 -0" � SCALE: 1 112" = 1-0" W o q J 11FON B 2'-1"TYP V a/ 3 N \ � � 1 7. ! V UPPER CABINET 4 — SCHLUTER STRIP, "JOLLY"- 0 TYPICAL AT ALL HORIZONTAL& UI w• 1\ VERTICAL TILE TERMINATIONS z Z it �. / 314" PLYWOOD B w '' _ 1 ` SOLID SURFACE COUNTERTOP Z \ D U O O moi= c'1 • N -- - — = _=_ ADD PIPE INSULATION AT w �� ;' 2' 1" N DRAIN & HOT WATER LINES \ I „ w I vo . WHEN CABINET IS REMOVED p a r 2 - MAX - 0) � i - MAINTAIN LINE OF MIN ¢ 0 .:.% IF Z LL co ACCESSIBLE KNEE CLEARANCE m c C7 • �, \ g Q IV _ z y uj CERAMIC WALL TILE, 20 ❑ / \ WOOD VENEER END PANEL m I z \ SEE FINISH SCHEDULE G • 1 N' Iii I 518" CEMENTITIOUS O Q u_ Q'-'.:_ h REMOVABLE CABINET FRONT ci)' w �` I U 01 � C° BACKER BOARD & BASE, SEE INTERIOR H U ne i ELEVATIONS FOR LOCATION p 0 F<- ..+ ', 1I 112" PLYWOOD Q / 0 U OU , !J RECEPTACLE IN W N trj / (1) / i ii;,.\, BACKSPLASH w '- 0 CI III I / 1, CONTINUE WALL& FLOOR J FINISHES BEHIND & G, SCHLUTER STRIP, "JOLLY" - r 1 UNDER CABINET w .• �1.,„ TYPICAL AT ALL HORIZONTAL& VERTICAL TILE TERMINATIONS V I W ��I I - BASE PER FINISH SCHEDULE IL �� OZ ii NN � FILLET SEALANT �i. CU ce KITCHEN CAB - ADAPTABLE SINK COMMUNITY ROOM FURRED WALL NOT USED NOT USED a ,_ SCALE: 1 1/2" = 1'-0" 6 SCALE: 3" = 1'-0" 0 SCALE: 1 1/2" = 1'-0" 8 SCALE: 1 112" = 1'-0" Z SEE PLANS 1 CC SOLID SURFACE TOP 1 C A P-LAM PER FINISH u�',-_n_-_ __ -____, 1 0 r-� B SCHEDULE a o 1 -- - UPPER CABINET T _: RECEPTACLE IN I o o 4L11. -:,-,77.z-7------ BACKSPLASH B - FILLET SEALANT INTERIOR DETAILS - / 314" P 001 B ��% ji \ CABINETRY&CASEWORK ' PL FOOD IIl SOLID SURFACE COUNTERTOP L '`, 1 SOLI* SUR ACE OUNAP 'f . = -__ = == a=. �: ..�. :r— —_---------_—_,-__-_---------_-_-_L---1 - LEGEND PROJECT NO. P LAM PER FINISH I / �L � 1 118" PLYWOOD 17055 I I �i,l FILLET SEALANT r 2 04.29.2019 / METAL SUPPORT 2' _ 11' / - - - METAL BRACKET WHERE BRACE ` 24" MAX Q bill% WOOD VENEER END PANELS // SPAN EXCEEDS 36" _ W o / REVISIONS: :# / r— Z h / i - RECEPTACLE IN A Bid Set 04.29.19 MAINTAIN LINE OF MINIMUM --- WOOD VENEER END PANELS i BACKSPLASH a B Add. #1 05.20.19 ACCESSIBLE KNEE CLEARANCE / / L w o WOOD VENEER PANELS / FILLET SEALANT �_� / WOOD VENEER PANELS, Pu- iii // WHERE OCCURS J 1 Q o / / - MAINTAIN LINE OF MINIMUM 8 g / ACCESSIBLE KNEE a J I- - - — CLEARANCE _ ili w � , WRAP T BASE, WRAP AT CABINET Q CABINETRUBBER ENDBASEPANELS AI END PANELS O o f I TYPE B g A8 . 71 r KITCHEN CAB - ACCESSIBLE SINK �� o� ACCESSIBLE WORK AREA � �� BAR COUNTER c TYPE A FURRED WALL o f ,l SCALE: 1 1/2" = 1'-0" ', SCALE: 1 1/2" = 1'-0" �� SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 11-0" z 8 - 2'- 1„ - 2'- 1" - / / 1'-9"TYP / 1' 9"TYP . / �� _ - CLEAR SEALANT, TYP CLEAR SEALANT, TYP CLEAR SEALANT, TYP lltlANP. yi - r i N Ca 2" HOLE AND GROMMET PROVIDE SOLD SURFACE • PROVIDE SOLD SURFACE r-1A r--1 AA FOR WIRING BACKSPLASH AGAINST BACKSPLASH AGAINST - - PROVIDE P-LAM BACKSPLASH �_- ADJACENT WALLS, TYP ADJACENT WALLS, TYP 0 • • �� AGAINST ADJACENT WALLS, TYP 3/4" PLYWOOD �� - 3/4" PLYWOOD b ' f, 0' G0N (2) LAYERS OF 3/4" / - SOLID SURFACE COUNTERTOP SOLID SURFACE COUNTERTOP ci47918 C ill rr,, V BIRCH PLYWOOD �� — WITH 4" BACKSPLASH t. P-LAM COUNTERTOP WITH wy + -ff.�• fir .ff� .ff, ,f/� .f�, .ff� -f , WITH 4" BACKSPLASH L. _ '" MATCHING BACKSPLASH, SEE L .fvf+ .ff• ti Z., .ff7 /" is .'f' .ff.' �� - ' / / FINISH SCHEDULE ►-� • �� sem, , r / rN J I0 I I 12 E J _---1 o METAL BRACKET& METAL ■ - PULL, SEE SPEC W COUNTER SUPPORT WHERE f f i L� L SPAN EXCEEDS 36" METAL BRACKET&METAL 1� WOOD VENEER END PANEL CC m COUNTER SUPPORT WHERE - MAINTAIN LINE OF MIN n c SPAN EXCEEDS 36" ACCESSIBLE KNEE CLEARANCE 1 MAINTAIN LINE OF MIN H ° l ACCESSIBLE KNEE CLEARANCE (} v 2 WOOD VENEER PANELS 2 A_, 1A__j I 1� LILI o 0 0 1 m L-J L-J ! i - REMOVABLE CABINET FRONT N I , H � • i*l N & BASE, SEE INTERIOR — °' ELEVATIONS FOR LOCATION I o I 1 v � � s CONTINUE WALL & FLOOR f \ FINISHES BEHIND & UNDER CONTINUE WALL& FLOOR ° BASE, SEE FINISH - BASE, SEE FINISH r - - - I CABINET r - - f 1 FINISHES BEHIND & UNDER Q c SCHEDULE SCHEDULE CABINET _° BASE SEE FINISH SCHEDULE i ` BASE SEE FINISH SCHEDULE h r. 0 a I I \\\ ACCESSIBLE LAUNDRY COUNTER COMPUTER DESK BATHROOM CAB ACCESS SINK BATHROOM CAB ADAPT SINK ° N C . i SCALE: 1 112 = 11-0" SCALE: 1 112 = 1-0" SCALE: 1 112 = 1 -0 SCALE: 1 112 = 1-0" J a cc, cc 3 c,A V Q o / SEE PLANS J / SEE PLANS I. v -- WALL ASSEMBLY PER PLAN z -—',, .--rF 1. _ Ncr) 0 N- unj 1 ) Z 11 m 0 ° 0 2 fl o, 0Q ° o 0 V "i E - PLYWOOD La SHELF, CABINET WITH ADJUSTABLE 1 YI- < U) ->/ _ 1 118" BIRCH PLYWOOD ' oma_ _ .. METAL PINS \ - FIXED SHELVES ,,, - 0 0 0 0 \ W �x - zO LL C CC BIRCH PLYWOOD INTERIOR o o � W FACES o o I LLI o o PLYWOOD SHELF, 3 PER VE u' a a CABINET WITH ADJUSTABLE 0 Z SEE INTERIOR ELEVATIONS ' ,� OO FOR SHELVING - METAL PINS �/ 11 MAIL BOXES TO BE INSTALLED CONFIGURATION . PULL, SEE SPEC , Q -I PER MANE AND ARCH Ri o ° 1---, o o \ WOOD VENEER END PANEL 111 u) BOTTOM OF CABINET a ° Ce _ + o o FINISH ON SHELVES & O �¢ INTERIOR FACES OF CABINET 0 �_ � J)i o a BOX COMPONENTS, SEE SPEC Z o o \ I- n WOOD VENEER END PANEL i a a -------Tr L. 1, 0ii. o 0 U B I 0 0 \ 314" PLYWOOD \ , a o o , I PULL, SEE SPEC - 314" PLYWOOD INTERIOR DETAILS- CABINETRY&CASEWORK r ' " .-:-:=E-.:::-- ---,:-1---7-- :::-:__--_-_-_,---_-=:-i--i7 u X-1 I -I- 0 0 o Q I ) .- o a .....--;17.--:-- ---7-----7-t-7.::--- ----1=---- ..._.�..: ----:.:- ---- --- - - -_- -_ ` -- �=�=---t � TOP OF COUNTER 0 0 y w', i o o , r�� I,.; PROJECT NO. - FINISH ON SHELVES & p 17055 BIRCH PLYWOOD 1 0 o INTERIOR FACES OF CABINET _1 _-' BOX COMPONENTS, SEE SPEC PULL, SEE SPEC LI IC_ 11 INTERIOR FACES 0 0 ET, ) o o PLYWOOD SHELF, 2 PER �' Z 04.29.2019 o o ` CABINET WITH ADJUSTABLE x o I 1-118" BIRCH PLYWOOD o 0 1 METAL PINS a FIXED SHELVES o ° ° o LT, REVISIONS:_# n \ ° 0 PLYWOOD SHELF, 1 PER w j 0 0 _-------- CABINEWITH ADJUSTABLE z = '--"— - -` o o _ __ n _ METAL PINS j B Add. #1 05.20.19 „ PROVIDE FRAMING FOR MAILBOX _ o o ° 0 CABINET, SEE INTERIOR z o SUPPORT AS REQUIRED 0 o \ o ,i-- ELEVATIONS FOR LOCATION z a CABINET, SEE INTERIOR a a `�. L - _ 1_1_ : ELEVATIONS FOR LOCATION ° -a o ___j>.<- , °o 0 Q r z w - BASE, SEE FINISH SCHEDULE i__ - r( / Q sr BASE, SEE FINISH SCHEDULE \ ___ c4 i_e BAS EE FINISH SCHEDULE -- = -- BASE, SEE FINISH , � �. E, S EDULE - -__ .. .:._ -= .1 SCHEDULE ¢ _ CO v '' x 1 X H .1 s2,i _. . 0 . , � . ,, - MAILBOXES & SHELVING LENDING LIBRARY SHELVING 7---- PANTRY CABINET LINEN CLOSET /-\ .w 9) SCALE: 1 1/2" = 11-0" �1 0i SCALE: 1 1/2" = 1-0" \ 1) SCALE: 1 1/2" = 1'-0" 1 SCALE: 1 1/2" = 1'-0" z 3'- 1" / 1-0" ,, / 1 -0" / PRELIMINARY -- 314" PLYWOOD NOT FOR FINISHED BACK PANEL -- 314" PLYWOOD CONSTRUCTION SOLID SURFACE SOLID SURFACE COUNTERTOP •6" � COUNTERTOP � � 3/4" PLYWOOD -----_ - -_ ___ ---- ==- == —_ter __: -..=:,,,----,;:::,-,---- ---7.--i..----=_ 4.= = --=-: � _ • ';: =: __ SOLID SURFACE COUNTERTOP ' A iii I BIRCH PLYWOOD INTERIOR FACES ` __ —_ -__- J0 ' i __ . _._ __- "[ BIRCH PLYWOOD INTERIOR FACES d E .,.. ,,=.,. a W Q PULL, PER SPEC \ ,I. _ =1 = c o' a 1 Fw.. � 1-118" BIRCH PLYWOOD FIXED 1-1/8" BIRCH PLYWOOD FIXED i- o 4 0 o PLYWOOD SHELVES - '� SHELVES SHELVES m WITH ADJUSTABLE c p V ' ,�> 1 METAL PINS r 0 I w W c.o c� ,- IP 1-9 O 1 --- FINISH ON SHELVES& F \ ___ ___ _ _ ___ i„ °' o o INTERIOR FACES OF O ;, _� _— — — \ _ _--- = o Igra— �_= 0 1 CABINET BOX COMPONENTS PER SPEC ii +- V a,Ce O , U, I o I. LU 1;1 W Q c , - CABINET, SEE INTERIOR ELEVATIONS FOR co r. Y. 1 1 LOCATION \ - . e ~ a _ =- _ .. =. =:�}---7z�,1 BASE PER FINISH — -L 1 -- eas 1�.. Al ,, SCHEDULE s A ao i ,-,,t, 4/ \ i,____/--9 \ o KITCHEN ISLAND CAB BOOKSHELVES — KITCHEN ISLANDBOOKSHELVES — DESK AREA ° 0 � i- ,, N CALE 1 1/ " = 1-0" 2 CAL 1 112" = '-0" �3� SCAL : 1 1/2" = 1'-0" LU -c " J aoc'') Uro co 1.0B 0 Z Cl, D N f SEE PLANS // (N I Z ~ m♦ , cr) n ictm . o 0 0 rn o V u_ LLI _ CL u ❑ SEE INTERIOR ELEVATIONS LL r FOR SHELVING 0 = LLI CONFIGURATION O 'co Z \ _fry,* __ CO u- ❑ Q LLI Cn CL reO O 1- r o Z 2 , r 2 O U r Ze- INTERIOR DETAILS- CABINETRY& CASEWORK PROJECT NO. \ _ - BIRCH PLYWOOD 17055 INTERIOR FACES - 1-118" BIRCH PLYWOOD FIXED SHELVES X 04.29.2019 LT r w _D REVISIONS: 1— o z � 2 A Bid Set 04.29.19 Z ? B Add. #1 05.20.19 W8 = o 1- 1- wc! U7 J 2 a 2 BASE, SEE FINISH SCHEDULE u g J F7 I LL rr i w a5 wQ ar z ° w U BOOKSHELF =° g o 0-t, AS . 73 rm \J SCALE: 1 112" = 1'-0" z I 0 ii 1W 4 r ke 8-112 MIN - q �� # V N. NOTE: SEE STAIR p' )/ 1N n SECTIONS FOR Il RISER HEIGHTS BASE PER SCHEDULE [I ° II i — - — -� Pa's • '�, Q' GON FLOOR FINISH PER r • \ BASE PER SCHEDULE - SCHEDULElir OF 0164t%N) 8" STEEL w LEVEL 11111 CHANNEL u) \ iiJ • STRINGER c l _ I.� 1 0 I � ED 6„ ER - PLYWOOD TREAD. -e.__,„ �� `� / / - %' FINISH PER SCHEDULE i . il_?-°- ay \ . _ Lii 7_- 11 ° II II o In 11" MIN TREAD f 314" PLYWOOD RISER — -.-- f — �� I �. �.+ W N `0 „ / �, . .1 01111111I1111111111111- 111 ! 1 rn v TYP - 518" GYPSUM BOARD • =STRINGER, SEEI' BEAM PERle U mSTRUCTURAL /12" /�/ STRUCTURAL • o RISEQ m 1 W STRINGER PER 4" RUN �- - WELDED 14 GA. 1 112" STRUCTURAL a n SQ .TUBING HANDRAIL V & SUPPORTS AT EA. • Q o — GYPSUM BOARD SIDE, 30" MIN. WIDTHn 2 BETWEEN HANDRAILS V it0 Z -- SHIP LADDER _ INTERIOR STAIR TREAD/RISER COMMON STAIR AT TOP LANDING ° 0 13 N = 1 IF 2 11 1 11 — 1 If -�- - L- N SCALE: 3" 1'-0" SCALE: 3 = 11-0" SCALE: 1 1/2" — 1 -0 J o M \ i N Q o � L in to 0 FINISH PER SCHEDULE,:.':•,:: 0 TEXT HEIGHT: 5/8" MIN V TO 2" MAX PER A117.1, v Z.._ TIGHT�TOL� Z SECTION 703.3-OTHER N. a BASE PER SCHEDULE DIMENSIONS PER 44,STA�R7EX�T \ BASE PER SCHEDULE A117.1, SECTION 703.3 ' ' 77.; Cr) /_ STAIR;EXIT �— BRAILLE BELOW "` "›.\ FLOOR FINISH PER SCHEDULE 0 z TEXT : - N %' /// /// /f� --J acs > O /// /// /7 /// BEAM PER STRUCTURAL r1, W Uw °Q° Z VJ J J � , , -;,, Z 00 w2p , ,t O O Q 0 1 O 318" GAP BETWEEN STAIR is �/ c1 r_.\ STRUCTURE AND WALL I ,'�� FINISH AT DEMISING TEXT HEIGHT: 5/8" MIN _ O O TO 2" MAX PER A117.1, WALLS V L1 I I SECTION 703.3- OTHERp` w DIMENSIONS PER 1 1/8" BULLNOSED PLYWOOD I- Q U) t , TREAD-HOLD TREADS AND 11 A117.1, SECTION 703.3 EXIT . '` RISERS AWAY FROM FACE OF W }' 0 1 _ EXIT BRAILLE BELOW - WALL AT DEMISING WALLS - C z ' _ • STRINGER PER STRUCTURAL - (, wZ m ",L._,'', -� w w Q z -._,� 518"TYPE 'X'GYPSUM STRINGER PER LLf � w z g - - BOARD FULL HEIGHT OF STRUCTURAL / U = w I o- ' - w 2 O WALL PER ASSEMBLY • . . , . . . , H .7,1-1-1 < O •. \ GYPSUM BOARD 0 O' aow \}-...-__--" 518" TYPE'X' GYPSUMBOARD Ce CO �'1� 0] 00cr) Li_ ' I..L I 2014 OSSC 1011.3 —.._—`� �L et 5 TACTILE EXIT SIGN 6 STAIR STRINGER 7� COMMON STAIR AT LANDING H SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 1 1/2" = 1'-0" , Z CD v\ - STAIR IDENTIFICATION CC ,'' NUMBER/NAME OR p n G =� s-TA LOCATION �� WOOD HANDRAIL, CLEAR FINISH y 0 -\- - HEMLOCK r 1 — — - IROiEACCESS UPPER TERMINUS ;•i:` — — — (ROOF ACCESS OR2 / / - - NO ROOF ACCESS) to RETURN HANDRAIL TO WALL AT ENDS, TYP WALL BEYOND INTERIOR DETAILS-STAIRS FLOOR LEVEL BASE PER SCHEDULE , i SS RAIL BRACKET STRINGER PER PROJECT NO. fcr •` 1 1 :. STRUCTURAL `�'• ,'\'\, • 11 \ 'co 17055 I BLOCKING PER 1 THIR U 3� z ;,:.•; SOLID BLOCKING AT RAIL MOUNT, , STRUCTURAL 04.29.2019 \ z z TYP . tl111 FLOOR FINISH PER \ EXIT LOWER & UPPER ` g p SCHEDULE ~ TERMINUS AT p8 z _ _S S\. 0 4 STAIR 2 STAIRWELL S ❑ CONCRETE SLAB, SEE w _;� _" : _�:.`' REVISIONS: #_ ROOF ACCESS ID _ ' STRUCTURAL z o 2 -4 "GRADE 2" g = v c A Bid Set 04.29.19 1 THRU 3 BRAILLE TEXT po_ I �f _ LEVEL 1 z = B Add. #1 05.20.19 Q z EXIT DIRECTION 4 z a n Cel * IMI EXIT ° °A `�y a - _ .- 4 a. a. _ °. as a a 1]„� ` i'r) - _ ' O a0 •0- e0'- O1' O O 'O OV ••0,J' o s "13 1'e ' o Olt • d Q Z i _ _ �v VOv O 'Ov �?v L4v �v O O �v 'Ov 'Ov ��" VOv �J �a� Z �0Oo °.0`-'O 0000Oo�oO�00 Q° C ° O° O° i Qo ° 0 0 o °* 0( N 0 NOTE: - w C� • 00o°�0oQo0o��oC�O°C100o0o00C�0 Oo°oC�°o00°o00oC�0oC�0o0°oOC7o• • O°C tiLu -318" MINIMUM SPACING BETWEEN LINES OF TEXT AND BETWEEN BRAILLE &TEXT > = J000000.00000000�00000000000000000W0 _Jao p / 0 ° 0 ' 0 ' 0 0; C7; O ' U ' ° O O 0 ' 0 ' 0; O ' 0 ' . C ;-jt.', � ,. .�,_ f C� 00o Qo "' � :op C� o(� 00° 000 000 00° °O° o° °° °� °� o U -CHARACTERS AND THEIR BACKGROUNDS SHALL HAVE NON-GLARE FINISH w d' m z ° ° = w CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT U w < X000�0 o 110 i0+.,Q« :O:no�!= 1 b A 00•io�01 r - O�°O�°��° °O`••0�•° °°� ° ��r°°O••"=�O°-,:�oOO• `no00n0r__ °0OC w CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT -J-i w O ? 1 i BACKGROUND a—a p I I 1 I . (� ,l1 Q mmcDLL 0 o .- 11111 11111111 111 1 11 III 1II - III z 2010 OSSC 1022.9&A117.1 703 U 9 STAIR IDENTIFICATION SIGN -- STAIR DETAIL - HANDRAIL COMMON STAIR AT SLAB ° rA8 . 81 w � SCALE: 3" = 11-0" SCALE: 6" = 1'-011 0 SCALE: 1 1/2" = 1'-0" z0 t ODS S• 5 4,2%, '• .•'. (:-..-<-"" • 7., k . - IAN Pe 'aN n ELEVATOR DOOR � \ / 04 JAMB BY MANF , .' ELEVATOR SHAFT WALL PER N. ZCI ASSEMBLY TYPE ! 11. HALL LANTERN BY MANF, - PO• D, 0- GON VISUAL ELEMENTS SHALL \`‘\:NakNik. - - BE AT LEAST 2-112" • (`r \ 2918 �' ., : ` OF O ( '%; __ „. X2x4 WD STUDS W/ - + \ A. 518"GYPSUM WALL BOARD ' El .4.;', ,,,--,, . El .-., ,.... ( 1 i< uo :(:: „ ,.---.7_- ::...1.''',''': ELEVATOR CALL - 6 V W A8.82 .- l I Q -a' 1'\ - X co BUTTONS BY MANF , I - z 314" DIA MINJ.(::::. ',-..,7' D pc 0 c E ;>. , .: �--/- ° .Y %- _ MAGNETIC U B -\, Ei I ::: f r . . HOLD-OPEN W O m oLJ ;: ;',;: SINGLE RABBET DOOR FRAME I-- o , _ I. - . _ ° 3 _ , ( - - FRAME BY ELEVATOR MFR {.} a, `° - - 4 I -_ in al PER SCHEDULEH c'' • F,, \ ELEVATOR SMOKE• ` ~ DOOR SEE DOOR ° ,, s� LLa. Q • ''r:•, SCHEDULE _ ELEVATOR SHAFT WALL HOISTWAY CORRIDOR 2 Nu (7..• ., PER( ASSEMBLY TYPE Z v -, ;-, /'{, p - 2x4 WD STUDS W/518" c N V GYPSUM WALL BOARD O mELEVATOR DOOR ELEVATIONA\33� ELEVATOR DOOR HEAD (JAMB SIM) 2 ,� _ ,� ' l SCALE: 3" - 1'-0"''•-,. ,,, lipp- C : . ; w o SCALE: 112 - 1 -0 - W NI 518" MIN NUMBERS W/ 314" DIA BUTTON „„, co io BRAILLE SYMBOLS BELOW _ Lo STAR AT MAIN EXIT I / COORDINATE STUDS WI z `�� RO REQUIREMENTS PER C.,; ELEVATOR MFR (f) 3 :;(. D 1"1 2M ci ...: � N O --o Z11 m w NOTE: HANDRAIL IN CAR TO O O Q 0 z BE SMOOTH INSIDE SURFACE h X 0 1-112" CLEAR OF WALLS ATA 1 2 Q a. c - HEIGHT OF 32" +1-1" FROM V 1.L 0 Q aa.. °�,-,° THE FLOOR Q i_ Q — - - FRAME BY ELEVATOR O Q U_ Q ,, x < , I MFR U 0 LL I— �� V � LU Z .... .1+ , .: --i, W 00 �n SINGLE RABBIT HM � '�,';. ' DOOR FRAME 2x4 WD STUDS W/518" U (/� c _______->-‹ ,..,.., :,,.7:".. \ 1 GYPSUM WALL BOARD �/ W _, = uJ a- (. ,: *I' . ._.._ COORDINATE STUDS WI r.". a RO REQUIREMENTS u- FINISH FLOOR -\ I =, V\ PER ELEVATOR MFR W Q .\ HOITWAY CORRIDOR (n CL IX ELEVATOR BUTTONS ELEVATOR DOOR JAMB NOT USED 0 ,_ SCALE: 1 1/2" = 11-0" SCALE: 3" = 1'-0" ' SCALE: NTS O Z -- 2-1/2"x 1/2" BRACKET, WELD TO r D RAILS, ATTACH TO WALL 2 A ° METAL PIT LADDER: 2-112"x 112" U /",- .? _ CONT, BAR RAILS AT 1'-2" OC ROUNDED AT TOP INTERIOR DETAILS- ELEVATOR SHAFT WALL PER PLAN PROJECT NO. 17055 1" DIAMETER SOLID BAR RUNGS AT ... 1'-0" OC FROM FLOOR LEVEL .�' 1 DOWN, WELD TO RAILS X o 04.29.2019 2-1/2"x 112" BRACKET, WELD TO I-'1111,111,..-. 2 RAILS, BOLT TO CONCRETE WALL p a REVISIONS:; WITH 112" DIAMETER x 3" L.1.1 WITH EXPANSION BOLT z °, Q Z A Bid Set 04.29.19 o Cl.. ? B Add. #1 05.20.19 W 8. 1E11 .J'o 1 CONCRETE ELEVATOR PIT CO LaLL reg o ' 2-112"x 112" BRACKET, WELD TO Q of RAILS, BOLT TO CONCRETE WALL = W 9. 4l 0OD o°0•.( WITH 1/2" DIAMETER x 3" Q 5 4 ' o0�o EXPANSION BOLT 0 CC cr a . Do Co( a . ' :' • - :- - :6( �f' nIL O;n z 1- ti/ HOISTWAY CORRIDOR U ELEVATOR PIT LADDER Lii g A8 . 82 oii 2SCALE: 1 1/2" = 11-0" z COMMON DOOR SCHEDULE DOOR GENERAL NOTES: 40D41# �}. DOOR t FRAME DETAILS �f �` DOOR SIZE A. INTERIOR STAIRWAY EGRESS DOOR OPERABLE FROM �!' NUMBER ROOM NAME TYPE ( WIDTH HEIGHT 1 THICKNESS MATERIAL FINISH MATERIAL FINISH HEAD JAMB SILL FIRE RATIN, COMMENTS BOTH SIDES WITHOUT USE OF KEY, SPECIAL y i i N '� ' KNOWLEDGE OR EFFORT, EXCEPT AT EXTERIOR SIDE OF boul DISCHARGE BASEMENT - I 001 ELECTRICAL A I 3 -4 � 7'-0 0'- 1 3/4INS I PT HM PT I 2/A8.34 10/A8.34 I 5/A8.34 - , - B. COORDINATE SECURITY AND FOB ACCESS •, D, 0' GON I 02A STAIR A I 3'-0" ( 7'-0" 0'-1 3/4" INS I PT HM PT ( 2/A8.34 10/A8.34 I 5/A8.34 AC,,' - ; • B. REQUIREMENTS WITH LOW VOLTAGE8 002A WATER/FIRE RISER A 3'-0" 7'-0" 0'- 1 3/4" INS PT HM PT 2/A8.34 10/A8.34 5/A8.34 - r 002B � WATER/FIRE RISER A 2'-6" 6 -8 0 - 1 3/4" INS PT HM PT 2/A8.34 10/A8.34 5/A8.34 - TREAT AS EXTERIOR D'OR C. PROVIDE(2)DOOR VIEWERS AT ACCESSIBLE UNIT ENTRY ..V4701? OW 003 LOW VOLTAGE A 3'-0" 7'-0" 0'- 1 3/4" INS PT HM PT 2/A8.34 10/A8.34 5/A8.34 - c. 1 DOORS AS FOLLOWS: (1)AT STANDARD HEIGHT,(1)AT WHEELCHAIR ACCESSIBLE HEIGHT GROUND FLOOR 01A STAIR D 1 3'-0" 7'-0" 1 0'- 1 3/4" HM ( PT HM j PT 3/A8.63 3/A6.83 - 90 MIN c C*ESS CONTROL I D. DOORS, HANDLES,PULLS, LATCHES,LOCKS AND OTHER E 02B STAIR D 1 3'-0" 7'-0" 0'-1 3/4" - - - - HM PT HM , PT 3/A8.63 3/A6.83 - _ - 90 MIN A 'ESS CONTROL ! OPERATING DEVICES SHALL BE INSTALLED 34 INCHES 0. 03A ELEV A 3'-6" 7'-0" 0'- 1 3/4" HM PT HM PT - 7/A8.82 - 20 MIN 181 DEGREE DOOR, NETIC HOLDOPEN, SINGLE RABBIT MINIMUM AND 48 INCHES MAXIMUM ABOVE FINISH U O•R FRAME, PROV E'S'LABEL ON DOOR FLOOR. W ..; 121 BIKE ROOM A 3'-0" 7'-0" 0'-1 3/4" SC I ST I KD FF I 7/A8.63 7/A8.63 - 20 MIN A ESS CONTROL 122 JANITOR A 3'-0" 7'-0" 0'-1 3/4" SC ST KD FF 7/A8.63 7/A8.63 I - 20 MIN E. PROVIDE SAFETY GLAZING(5)AT LOCATIONS REQUIRED 123 LAUNDRY 1 B 3'-0" I 7'-0" 0'- 1 3/4" SC ST i KD FF 7/A8.63 7/A8.63 I - 20 MIN AC SS CONTROL AS FOLLOWS: 1.GLAZING LOCATED ADJACENT TO A o DOOR INA CLOSED POSITION AND WHERE BOTTOM 124 STOR A 3'-0" 7'-0" 0'-1 3/4" SC ST KD FF 7/A8.63 7/A8.63 - 20 MIN i EDGE OF GLAZING IS LESS THAN 60 INCHES ABOVE THE 0 ,t, - m 125 TRASH I A ( 3'-0" j 7'-0" j 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 - 20 MIN WALKING SURFACE.2.GLAZING ADJACENT TO W o m 126 CORR C , 3'-0" 7'-0" 0'- 1 3/4" AL FF AL MFR MFR MFR 11/A8.34 - A ESS CONTROL STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES I-- u. 127 CORR D I 3'-0" 7'-0" I 0'- 1 3/4" INS PT HM PT 1/A8.34 9/A8.34 5/A8.34 - ACC SS CONTROL HORIZONTAL OF WALKING SURFACE WHERE THE - rn 129 LOBBY C 3'-0" 7'-0" 0'-1 3/4" AL FF AL MFR MFR MFR 11/A8.34 - C S EXPOSED SURFACE AT THE GLASS IS LESS THAN 60" `o 3 I 'tom"� ABOVE THE PLANE OF THE WALKING SURFACE. 0t: 130A OFFICE C 3'-0" 7'-0" 0'- 1 3/4" SC ST f KD FF 7/A8.63 I 7/A8.63 - 20 MIN INTERNAL BLINDS 130B OFFICE F 4'-0" 7'-0" 0'-1 3/8" SC ST KD FF 1/A8.63 1/A8.63 1/A8.63 - 130C OFFICE C 3'-0" 7'-0" 0'-1 3/4" SC ST KD FF 7/A8.63 7/A8.63 - - NTERNAL BLINDS J ' F. DIMENSIONS SHOWN ARE TO EXPOSED EDGE OF DOOR Q c FRAME.COORDINATE ROUGH OPENING SIZE WITH m 131A OFFICE C 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 - 20 MIN INTERNAL BLINDS ) - p I DETAILS AND DOOR MANUFACTURER'S REQUIREMENTS. - 131B OFFICE F 4'-0" 7'-0" 0'- 1 3/8" SC ST KD FF 1/A8,63 1/A8.63 1/A8.63 ; COORDINATE JAMB WIDTHS WITH FINISH LAYERS oc a 132A COMMUNITY ROOM E 6'-0" 7'-0" 0'- 1 3/4" SC I ST I KD FF 7/A8.63 7/A8.63 - ( 20 MIN C (ACCESS CONTROL, I ERNAL BSL `NDS--' REQUIRED PER WALL ASSEMBLY FINISHES Q 132E CLOSET F 5'-0" 7'-0" 0'-1 1/2" Sc � ST ( KD FF 1/A8.63 1/A8.63 1/A8.63 � - / k o 133 1 WC I A 3'-0" 7'-0" 0'- 1 3/4" SC ST I KD FF 7/A8.63 7/A8.63 I - I 20 MIN " C f I 134 WC I A 3'-0" 7'-0" I 0'- 1 3/4" SC ST KD FF 7/A8,63 7/A8.63 - 20 MIN ( 3 135 CLOSET A 3'-0" 7'-0" I 0'- 1 3/4" SC ST KD FF 7/A8.63 I 7/A8.63 � - - j O a ci 136 LOUNGE C 3'-0" 7'-0" 0'- 1 3/4" AL FF AL MFR MFR MFR 12/A8,34 - > 'n 137 I BIKE ROOM A I 3'-0" 1 7'-0" 0'- 1 3/4" Sc ST KD FF 7/A8.63 7/A8.63 - 20 MIN AC '.SS CONTROL W r SECOND FLOOR 'J O M Tr 01B STAIR I D ! 3'-0" 7'-0" 0'- 1 3/4" HM PT HM PT 3/A8.63 3/A6.83 � - 90 MIN( u N 02C STAIR D 3'-0" 7'-0" 0'- 1 3/4" HM PT HM PT 3/A8.63 3/A6.83 - 90 MIN ( ) 'Q O M c,) 0 03B ELEV A 3'-6" 7'-0" 0'- 1 3/4" HM PT HM PT - 7/A8.82 - 20 MIN 180DEGREE DOOR, GNETIC HOLDOPEN, SINGLE RABBIT V 00 u' DOO FRAME, PROVID 'S'LABEL ON DOOR 221 BIKE ROOM A 3'-0" 7'-0" 0'- 1 3/4" SC ST I KD FF 7/A8.63 7/A8.63 - { 20 MIN ( , 222 JANITOR A 3'-0" 7'-0" 0'- 1 3/4" SC ST 1 KD FF 7/A8.63 7/A8.63 - , 20 MIN 1 I 0 223 LAUNDRY B ' 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 - 20 MIN 1 z { 224 STOR A 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 i - 20 MIN - 225 STOR A 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF 7/A8.63 7/A8.63 I - i 20 MIN THIRD FLOOR 5N Q 01C STAIR D I 3'-0" 7'-0" 0'- 1 3/4" HM PT HM I PT 1 3/A8.63 3/A6.83 - 90 MIN (Ni 02D STAIR D 3'-0" 7'-0" 0'- 1 3/4" HM j PT HM 1 PT I 3/A8.63 3/A6.83 - 90 MIN h.. 03C ELEV A 3'-6" 7'-0" 0'- 1 3/4" HM PT HM PT - 7/A8.82 - 20 MIN 180 EGREE DOOR, l GNETIC HOLDOPEN, SINGLE RABBIT 0 W DO FRAME, PROVI 'S'LABEL ON DOOR t/JZ �/ m 321 BIKE ROOM A 3'-0" 7'-0" 0'- 1 3/4" Sc � ST � KD FF 7/A8.63 7/A8.63 - ( 20 MINs. _ 322 I JANITOR A I 3'-0" 7'-0" 1 0'-1 3/4" Sc S7 � KD FF 7/A8.63 7/A8.63 - � 20 MIN O Q 323 I LAUNDRY B 3'-0" 7'-0" 0'- 1 3/4" SC ST � KD FF 7/A8.63 7/A8.63 - � 20 MIN ( ) ) I G Q Et C 324 I STOR A 3'-0" 7'-0" 0'- 1 3/4" SC ST KD FF ( 7/A8.63 7/A8.63 { - ( 20 MIN - 2 ,.•� 325 STOR A ( 3'-0" 7'-0" 0'-1 3/4" SC ST KD } FF 7/A8.63 7/A8.63 - 20 MIN ( O 6": V�FOURTH FLOOR t"? �'�"' 01 D STAIR j D 3'-0" I 7'-0" 0'-1 3/4" I HM I PT HM I PT 3/A8.63 I 3/A6.83 - I , 90 MIN . W • 02E STAIR D 3'-0" 7'-0" 0'- 1 3/4" HM PT HM PT 3/A8.63 1 3/A6.83 - 90 MIN W - ft (/) 03D ELEV A 3'-6" 7'-0" 0'- 1 3/4" HM PT HM PT - 7/A8.82 - 20 MIN 18 EGREE DOOR, GNETIC HOLDOPEN, SINGLE RABBIT W Q - DO FRAME, PROM y'S'LABEL ON DOOR Ce u_ _ 421 BIKE ROOM A 3'-0" 7'-0" 0'- 1 3/4" SC , ST KD FF 7/A8.63 7/A8.63 - 20 MIN Um 422 JANITOR A 3'-0" T-0" 0'- 1 3/4" --__ SC ST KD FF 7/A8.63 71A8.63 - 20 MIN a. n 423 LAUNDRY B 3'-0" 7'-0" 0'- 1 3/4" SC � ST KD FF 7/A8.63 7/A8.63 - I _ 20 MIN �1 I 424 EQUIP. ROOM I A 1 3'-0" 7'-0" 1 0'- 1 3/4" SC ST ( KD FF 7/A8.63 1 7/A8.63 - 20 MIN �/ 0 �,__, u"'� 425 STOR I A I 3'-0" 7'-0" I 0'- 1 3/4" I SC ST � KD FF 7/A8.63 f 7/A8.63 - 20 MIN I 0 Z UNIT DOOR SCHEDULE DOOR FRAME DETAILS 8 I SIZE ( C.'? DOOR NAME ROOM NAME TYPE WIDTH HEIGHT ' THICKNESS MATERIAL FINISH MATERIAL FINISH HEAD JAMB SILL FIRE RATIN COMMENTS 'r UA1 ENTRY I A I 3'-0" 7'-0" 1 0'- 1 3/4" SC ST 1 Kb I FF 7/A8.63 7/A8.63 - 2.0 min AD g VIEWING EYELET UB1 BEDROOM I A I 3'-0" 6'-8" 1 0'- 1 3/8" HC PT 1 WD PT 2/A8.63 2/A8.63 UB2 BEDROOM i A 2'-10" 6'-8" 0'-1 3/8" HC PT WD PT 2/A8.63 2/A8.63 - cc UC1 BATHROOM I A 3'-0" I 6'-8" 0'- 1 3/8" SC PT WD PT 2/A8.63 _ 2/A8.63 - - R 0 UD1 CLOSET I A I 2'- 10" I 6'-8" 0'-1 3/8" ( HC PT WD PT 2/A8.63 2/A8.63 - - (.. ) 0 A DOOR SCHEDULE ABBREVIATIONS: AL ALUMINUM STOREFRONT PROJECT NO. FF FACTORY FINISH 17055 FG FIBER GLASS 5" 5" G GLASS /7,f HC HOLLOW CORE 1,- a 04.29.2019 HM HOLLOW METAL r- �v `'\ IG INSULATED GLAZING / ' �� / / \ INS INSULATED ¢ W REVISIONS :%\t /f / / \ MC MOLDED COMPOSITE a : # t / MFR BY MANUFACTURER I-z x �' ' (S) ' 0 ,' _ __N / /�� //\ \ MTL METAL ix F. A Bid Set 04.29.19 -€ ,\ `/ -4----- \ PT PAINT Z B Add.#1 05.20.19 \ (S) SAFETY GLAZING W p \ \ / SC SOLID CORE _ °� \ � ) ` \ \( ) /( ) ST STAIN I PREFINISHED CLEAR S w \ S \ / S VN VINYL J o V FINISH FLOOR WD WOOD U LI_ c4 A B C D E F Qv = F DOOR TYPES Q W < 4 Urz Z o Ei • Q a ax 2 A9 . 0 1 H >.Oo Z v WINDOW SCHEDULE GENERAL NOTES: Dd'' ROUGH OPENING GLAZING I DETAIL I it4 41 MARK WIDTH I HEIGHT OPERATION MATERIAL TYPE EXTERIOR FINISH I HEAD I JAMB I SILL I COMMENTS A A 2'-6" 5'-6" I FIXED VINYL IG ARCH. BRONZE 1/A8.32 10/A8.32 2/A8.32 D•lAlli '1 N3 B 1'-6" 5'-6" FIXED VINYL IG ARCH. BRONZE 1/A8.32 10/A8.32 2/A8.32 f A. SEE EXTERIOR ELEVATIONS FOR WINDOW ORIENTATION = C j 2'-6" 5'-6" CASEMENT C VINYL IG ARCH. BRONZE 1/A8.32 10/A8.32 5/A8.32 OR 6/A8.32 LIMITER AND MIRRORED CONDITIONS. if• y D O CON ` D 4'-0" 5'-6" FIXED, CASEMENT VINYL IG ARCH. BRONZE 1/A8.32 10/A8.32 5/A8.32 OR 6/A8.32 LIMITER ' f E 1'-6" 7'-0" FIXED VINYL IG ARCH. BRONZE 1/A8.32 10/A8.32 I 2/A8.32 I B. ALL GLAZING INSULATED GLAZING(IG), UNO. SEE SPEC d4v, 2918 r-c t. F 2'-6" 7'-0" CASEMENT VINYL IG ARCH. BRONZE 1/A8.32 10/A8.32 I 51A8.32 OR 6/A8.32 LIMITER SECTION 0$5313-VINYL WINDOWS FOR GLAZING OF 4 G 4'-0" 7'-0" FIXED, CASEMENT ( VINYL IG ARCH. BRONZE 1/A8.32 10/A8.32 I 5/A8.32 OR 6/A8.32 LIMITER TYPES. C. LIMITERS WITHOUT EMERGENCY OVERRIDE TO BE • PROVIDED AT ALL OPERABLE WINDOWS. TWO EXITS 0 ARE PROVIDED AND THE BUILDING IS SPRINKLERED; NO EMERGENCY ESCAPE AND RESCUE OPENINGS G. E E REQUIRED. c, D. IN ADDITION TO THE WINDOWS DESIGNATED AS ALWAYS REQUIRING SAFETY GLAZING, SAFETY GLAZING IS i t 10 }1 4'-0" / 4'-0" / REQUIRED AT ANY WINDOWS WHERE THE FOLLOWING ' F.,. o J CONDITIONS APPLY: GLAZING LOCATED WITHIN 24" / 2'-6" 1'-6" �, 2'-6" �, �1 -6/ 2 -6 V - ' 6 2 -6 , �,1 6 !, 2 -6 �, EITHER ERT CAL EDGE OF HE DOOR N A CLOSEDOF 0 0 m i if, ' 1 'I�'I 11 POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF LU 0 co - c0 GLAZING IS LESS THAN 60"ABOVE THE WALKING H n SURFACE. EXCEPT: WHERE THERE IS AN INTERVENING - ) 'sr WALL OR OTHER PERMANENT BARRIER,WHERE THE = o 3 � // / v DOOR ACCESSES A CLOSET 3 FEET OR LESS IN DEPTH, U v OR GLAZING IS ON THE LATCH SIDE OF AND ,' // o ,' `\ PERPENDICULAR TO THE PLANE OF THE DOOR IN A is, 0 , j o F- /'7 CLOSED POSITION WITHIN A DWELLING UNIT. "CC 0 4) i[? . AA , v iL) , 4 E. DIMENSIONS SHOWN ARE TO EXPOSED EDGE OF a / I / a WINDOW FRAME.COORDINATE ROUGH OPENING SIZE (S) f (S) WITH DETAILS AND WINDOW MANUFACTURER'S 41( o -- __ c _ ---c-* _ REQUIREMENTS. I N c0 t0 t0 (0 io (0 io 4} ' ' F. CONTRACTOR TO VERIFY WHERE OPERABLE SASHES OF `�' _ `� `" `� "� "' "F FINISH FLOOR _ - _ _ _ _ �` WINDOWS ARE TO MEET CLEARANCE REQUIREMENTS AT j� �� EXHAUST OUTLETS.OPERABLE SASHES MAY HAVE TO . a) i"" (13 BE ON OPPOSITE SIDES THAN SHOWN ON THESE I w N O OB 0 PANEL CLADDING ® PTHP OR PANEL OE O PTHP OR PANEL ® PANEL CLADDING DIAGRAMS. J o Ce G. PROVIDE POLE OPERATORS AT ALL OPERABLE N WINDOW TYPES WINDOWS AS REQUIRED TO ALLOW CONTROLS TO BE < M C o WITHING THE ACCESSIBLE REACH RANGE IN TYPE'A' (,f Mw L UNITS V STOREFRONT SCHEDULE (.0 DETAILS MARK HEIGHT LENGTH FRAME MATERIAL GLAZING HEAD JAMB SILL I HEAD HEIGHT COMMENTS m 0N I S1 7'-7" 6'- 11" AL IG 1/A8.33 9/A8.33 I 5/A8.33 9'-8" S2 T-7" 2'-6" AL IG 1/A8.33 9/A8.33 5/A8.33 9'-8" a) W S3 7'-7" 5'-6" AL IG 2/A8.33 10/A8.33 6/A8.33 9'-8" CO I S4 9'-8" 9'- 1" AL IG 2/A8.33 11/A8.33&12/A8.33 3/A8.33& 11/A8.34 9'-8" Z o 0 Q S5 9'-8" AL I IG 2/A8.33 8/A8.33& 11/A8.33 3/A8.33& 11/A8.34 9'-8" S6 9'-8" 8'- 11" I AL I IG 2/A8.33 10/A8.33 7/A8.33& 12/A8.34 9'-8" 2 0 • Q O ~ W 6'-11" 2'-6" 5'-6" W > D Co / / / .' W 4'-5" T-6" LL 0 •ij / () 03 Y = CL (..)• i, W Z N. N- N a �C � a. I W ixo o (s) ,_ Z . D (0 2 i , - -N - - - - - cy\ - - - FINISH FLOOR 0 0 0 S1 S2 0 WINDOW AND STOREFRONT SCHEDULE © ABBREVIATIONS: 9'-1" L. 4'-6" 1, / 8' -11" PROJECT NO. AL ALUMINUM STOREFRONT 17055 , 3'-2" I, 5'- 11" / �'-4" 3'-2" �, �, 3'-2" 5'-9" FF FACTORY FINISH FG FIBER GLASS / G GLASS x �. , 8 04.29.2019 HC HOLLOW CORE r- u) HM HOLLOW METAL < N N N IG INSULATED GLAZING Q a o 11 REVISIONS:At • INS INSULATED z 8 w 0 �, W MC MOLDED COMPOSITE A Bid Set 04.29.19 to °o °0 °o co °o 5' MFR BY MANUFACTURER z a �' © MTL METAL s w o) a 0) o 0) o J J J P PT PAINT Wrt o °w LU° (S) SAFETY GLAZING v a z I / I SC SOLID CORE cn 2 CUn 0 ai ST STAIN / PREFINISHED CLEAR J (S) (S) ,` (S) FINISH FLOOR VN VINYL = W _ - 1 )^ - - - - - WD WOOD � ik ij 1j '! 11 < § i i SCHEDULED DOOR SCHEDULED DOOR SCHEDULED DOOR U)) ® S5 S6 ,�- w _ A = ° STOREFRONT TYPES W 2 A9111 11 1 0a FINISH SCHEDULE UNIT FINISH SCHEDULE 4,, D * NUMBER I NAME 1 FLOOR BASE WALL I CEILING 1 CASEWORK I NOTES NAME I FLOOR I BASE I WALL I CEILING I CASEWORK ( NOTES ,,� T ` A 4,41, F.F. BASEMENT UNIT TYPE 1.1 + ,j - I I n 1 001 ELECTRICAL I CONC-1 B-3 PT-11 PT-11 BEDROOM LVT-1 B-4 PT-11 PT-11 ".!+ {002 WATER/FIRE RISER I CONC-1 B-3 PT-11 PT-11 BATH SV- 1 B- 1 PT-11 PT- 11 CAB- 1,SS- I . 7P. '1003 LOW VOLTAGE I CONC-1 I B-3 I PT- 11 PT-11 !LIVING LVT-1 B-4 PT-11 PT-11 F.F. GROUND FLOOR B\ (KITCHEN (NACU CLOSET LVT-14‘ LVT- 1 B-4 PT-11 PT-11 CAB-1,SS-1 PL-2 AT STOVE WALL B-4 PT- 11 PT-118 /\AI01 STAIR R-1 ( B-2 2, PT-11 ( PT-11 OF n j 02 STA - - P P . . 1 " - 1 �../ \ \ UNIT TYPE 1.2 V�'`"` ,2 - A / ,,.� ,._1l i.---A_/- _/-A, /-�V 1----k, _1-- r- . I BEDROOM LVT-1 B-4 ( PT- 11 PT-11 I \----/ \--- E M� -`' �"' ` SV=2 `-^ B�� PT":- — PL 3-T0 8'-0"A.F.F. V 1 BATH SV- 1 B- 1 ( PT- 11 PT- 11 CAB- 1,SS- 1 O 122 !JANITOR SV-2 B-2 PT-11 PT-11 PL-3,ABOVE MOP SINK AT EACH ADJACENT WALL,4'-0"FROM CORNER AND TO 4'-0"A.F.F. (LIVING I LVT-1 I B-4 PT-11 PT-11 123 LAUNDRY SV-2 B-2 PT-11 PT-11 PL-1 'KITCHEN I LVT- 1 I B-4 PT- 11 PT- 11 CAB- 1,SS- 1 PL-2 AT STOVE WALL 0. E 1124 STOR I CONC-2 I B-3 PT- 11 PT-11 !HALL/CLOSET I LVT-1 I B-4 PT-11 I PT-11 I U 1125 TRASH ( CONC-2 B-3 PT-11 PT-11 I . ...; .. 126 CORR CONC- 1,WM B-3 PT- 11 PT- 11 UNIT TYPE 1.3 -1 (BEDROOM LVT-1 B-4 I PT-11 PT-11 o 1127 CORR LVT-2,WM- 1 B-3 PT- 11 I PT- 11 PT- 13,ACCENT WALL AT UNIT ENTRY WALL I lEATH SV- 1 B-1 1 PT- 11 PT- 11 CAB- 1,SS- 1 0 2 128 I CORR CPT-1 B-3 PT-11 PT-11 PT-13,ACCENT WALL AT UNIT ENTRY WALL I LIVING LVT-1 B-4 PT-11 PT-11 ( V ,n 129 LOBBY CONC-1,WM B-3 PT-11 PT-11 1KITCHEN LVT- 1 B-4 PT- 11 PT-11 CAB- 1,SS- 1 I PL-2 AT STOVE WALL W 0 i6 - 1 1130 OFFICE I LVT-1 I B-3 PT-11 PT-11 4 (HALL/CLOSET ( LVT- 1 ( B-4 PT•11 PT- 11 ( ( I-- c 1131 OFFICE I LVT- 1 I B-3 PT- 11 PT- 11 UNIT TYPE 1.4 a, 132 COMMUNITY ROOM CONC-1 B-3 PT-12 PT-11 CAB-2,SS- T-1 BACKSPLASH, LENGTH OF COUNTERTOP AND HEIGHT TO UNDERSIDE OF CABINET I BEDROOM LVT-1 B-4 PT-11 ( PT-11 I 0 ,r 133 IWC SV-2 B-2 PT- 11 I PT- 11 ( BO3 T -�--1-�----'v\ /J�-/- V'.-/"�/V�-'y - _-/- (BATH SV- 1 B- 1 PT- 11 ( PT- 11 CAB- 1,SS- 1 AVE ce -0 -OF. (LIVING LVT-1 B-4 ( PT-11 ( PT-11 ( 0 1134 IWC SV-2 B-2 PT-11 PT-11 PL-3 TO 4'-0"A.F.F. KITCHEN LVT- 1 B-4 PT- 11 I PT- 11 CAB-1,SS- 1 PL-2 AT STOVE WALL ( E.., 1135 I CLOSET CONC-1 B-3 PT-11 PT-11 I !HAW CLOSET LVT-1 I B-4 I PT-11 ( PT-11 Q 136 LOUNGE CONC-1,WM B-3 PT-11 PT-11 CC fl- - 1 Q O 1137 BIKE ROOM I SV-2 I B-2 PT-11 PT-11 UNIT TYPE 1.5 x — BEDROOM ( LVT-1 B-4 PT- 11 PT-11 I I 1138 DECK ( ( PT-11 PT- 11 w BATH I SV- 1 B-1 PT- 11 PT-11 CAB- I,SS- 1 I z F.F.SECOND FLOOR LIVING ( LVT-1 B-4 PT-11 PT-11 c N 221 1BIKE ROOM ( SV-2 B-2 PT- 11 PT- 11 1PL-3 TO 8'-0"A.F.F. / KITCHEN ( LVT-1 B-4 PT- 11 PT-11 CAB• 1,SS- 1 PL-2 AT STOVE WALL r m N f -- `� ^te l\ (HALL/CLOSET ( LVT-1 ( B-4 PT•11 PT-11 ( W N 222 JANITOR SV-2 B-2 PT-11 PT-11 1 1 223 1 LAUNDRY SV-2 B-2 PT-11 PT- 11 PL- 1 4) � .J o v 224 STOR CONC-2 B-3 PT-11 PT-11H UNIT TYPE 1.6 3 1225 I STOR CONC-2 B-3 PT-11 PT-11 (BEDROOM LVT-1 B-4 PT- 11 PT-11 I 'Q y 1226 CORR I CPT- 1 B-3 PT- 11 PT-11 PT-13,ACCENT WALL AT UNIT ENTRY WALL (BATH SV-1 B- 1 I PT- 11 PT-11 CAB- 1,SS-1 „ m o 1227 CORR I CPT-1 B-3 PT-11 PT-11 PT- 13,ACCENT WALL AT UNIT ENTRY WALL I LIVING LVT 1 I B-4 I PT-11 PT-11 °D "' 1228 CORR I CPT- 1 B-3 PT-11 PT- 11 PT- 13,ACCENT WALL AT UNIT ENTRY WALL (KITCHEN LVT- 1 B-4 ( PT-11 PT- 11 CAB- 1,SS- 1 PL-2 AT STOVE WALL IHALU CLOSET LVT-1 I B-4 I PT-11 PT-11 I F.F.THIRD FLOOR 321 BIKE ROOM SV-2 B-2 PT-11 PT-11 PL-3 TO 8'-0"A.F.F. , UNIT TYPE 1.7 322 JANITOR SV-2 B-2 PT- 11 PT- 11 ,,.-.., ,,-✓-` 1.,/'"� .-✓'�,.-..,,�,. "v-,/ ..'� -/'..� ...7'�,._�'\(�`.� 1 1 BATH !BEDROOM SV- 1 B-1 T- 11 P = 11 - CO 323 LAUNDRY SV-2 B-2 PT- 11 PT- 11 PL- 1 ( 1 B PT 1 PT11 CAB-1,SS 1 324 STOR CONC-2 B-3 PT-11 PT- 11 I (LIVING LVT- 1 B-4 PT- 11 PT- 11 M - / " r"�_ '`� 1'� /'� - / _/`� 1 1`�� 1 / ""� 1 ( KITCHEN LVT- 1 B-4 PT- 11 PT-11 CAB-1,SS- 1 PL-2 AT STOVE WALL ( 3 O 325 STOR CONC-2 B-3 PT-11 PT- 11 ( I HALL/CLOSET LVT-1 B-4 1 PT-11 PT-11 I 326 CORR CPT-1 B-3 PT-11 PT-11 I PT-13,ACCENT WALL AT UNIT ENTRY WALL 327 CORR I CPT- 1 B-3 PT-11 PT- 11 PT- 13,ACCENT WALL AT UNIT ENTRY WALL I C W 328 CORR I CPT-1 B-3 I PT-11 PT-11 I PT-13,ACCENT WALL AT UNIT ENTRY WALL I CO z -I F.F. FOURTH FLOOR0 0 < 1421 BIKE ROOM SV-2 B-2 PT-11 PT- 11 PL-3 TO 8'-0"A.F.F. 2 0 1422 JANITOR SV-2 B-2 PT-11 PT-11 , 7\� .7 - ( r--- /---7- r✓"`hr--7--- .-.�'1 - 2 rI 423 LAUNDRY SV-2 I B-2 PT-11 PT-11 PL- 1 0 < u_ 424 (EQUIP. ROOM CONC-2 B-3 ( PT-11 PT-11 I K/--•../--) . .Y-. . _�-�,,__Y--�'� f--- _./--- _J-, ,.. i Y--) U (9 1425 STOR CONC-2 B-3 I PT-11 PT-11 I 1426 CORR CPT- 1 B-3 I PT- 11 PT-11 1PT- 13,ACCENT WALL AT UNIT ENTRY WALL I= < W 1427 CORR CPT-1 B-3 PT-11 PT-11 PT-13,ACCENT WALL AT UNIT ENTRY WALL W 0CC w 1428 CORR CPT- 1 B-3 PT- 11 PT-11 PT- 13,ACCENT WALL AT UNIT ENTRY WALL Ce 5LL a 0 0. (!} l FINISH LEGEND LIGHTING FIXTURE SCHEDULEo z w I KEY I DESCRIPTION I PRODUCT I COLOR I NOTES I TYPE ( LOCATION I MANUFACTURER ( MODEL 1 MODEL NUMBER I NOTESZ Ce co tx BASE AlIUNITS-GENERAL LIGHTING PHILIPS LIGHTOLIER 7"ROUND SURFACE MOUNT LED SD5R099301 W IB-1 RUBBER BASE FLEXCO IBLACK/BROWN AT SV-1 LOCATIONS A2 CORRIDORS PHILIPS LIGHTOLIER 7"ROUND SURFACE MOUNT LED SD5R099301W INCLUDE EMERGENCY BACKUP INVERTER C ``C 16-2 RUBBER BASE C ✓�\� �� ' BLACK/BROWN AT SV-2 LOCATIONS ( PER CODE W (I) LL I B-3 WOOD BASE 3/4"X 3112"CLEAR FINISHED HEMLOCK CK PRI CORRIDORS AND COMMON AREAS 1B1 UNITS-BEDROOM LIGHTING RP LIGHTING LED CEILING MOUNT 4350 4350-11-BN-3K ALTERNATE TO INCLUDE DIMMER SWITCH Le I B-4 I MDF BASE L.__/ - . A�_ ' /`-'' (PT-16 UNITS 1C1 I UNITS-VANITY LIGHTING RP LIGHTING I EDGE-LIT LED RIBBON 4905 !4905-BN I I OF- I C2 COMMON-VANITY LIGHTING RP LIGHTING I EDGE-LIT LED RIBBON 4905 14905-BN OCCUPANCY SENSOR ( 0 "i CABINETS 1 A 1D1 UNIT-BATH EXHAUST WITH LIGHT PANASONIC WHISPERGREEN SELECT WITH LIGHT FV-0511VKSL2 OCCUPANCY SENSOR CAB-1 CABINETRY LANZ CABINETS-STAINED BEECH FACE FRAME-DURHAM BEECH,COLOR SAND .5 UNITS 1E1 UNITS-CEILING FAN WITH LIGHT KICHLER 52"STARKK LED CEILING FAN PN 330174PN (TWO WALL SWITCHES ( r (CAB-2 CABINETRY LANZ CABINETS-STAINED BEECH FACE FRAME-DURHAM BEECH,COLOR SAND COMMON SPACES F1 UNITS-KITCHEN PENDANT LIGHTS JUNO TRAC-MASTER DECORATIVE LED MINI DLMP-MP-CYC-781N-30K-80CRI-STN-SNC-SNA NO ACCENT GLASS 2 .... --- ._` �--- ._ . ./ ./--- ..._ 'A�- --/ `- '_./`'�..__/`'\ - PENDANT 2 COUNTERTOP G1 EXTERIOR CANOPY LIGHTS USAI LIGHTING BEVELED 2.2 4.5"ROUND DOWNLIGHT B450 RECESSED CAN RATED FOR WET O �. � � ,.��✓�� 'i--- Th(---7Th .�f �� 6._ LOCATIONS PL- 1 COUNTERTOP PLASTIC LAMINATE-PIONITE I SURFIN USA SV713 SUEDE LAUNDRY ROOMS ( TIL�DI�M`.Y \-"../ ��LI iG1A , Y--(-- SS \ 0 SS-1 COUNTERTOP i. / ' . _ - '+U. - s r, .S , ' C - ��• FOG UNITS ( � '� ER\ Llt3� �� / �r'-CN �� f ✓ �QCGUPNt,`Y SYNg`OR�� ' SS-2 COUNTERTOP 1 RECYCLED GLASS COUNTER-GLASS RECYCLED SURFACES CLOUD COMMUNITY KITCHEN J1 COMMON AREAS NULITE REGOLO 4 LED PENDANT RP4/-4 -8' INCLUDE EMERGENCY BACKUP PER CODE J2 STAIR NULITE REGOLO 4 LED PENDANT RW4-4 INCLUDE EMERGENCY BACKUP PER CODE, FINISH AND LIGHTING A I OCCUPANCY SENSOR SCHEDULE WALL PROTECTION J3 I LAUNDRY NULITE REGOLO 4 LED PENDANT I RP4-4D-4' OCCUPANCY SENSOR PL-2 WALL PROTECTION 4 PLASTIC LAMINATE-NEVAMAR COOL CHIC VA7002T - UNITS-BACKSPLASH Z ODMS I J4 'COMMUNITY KITCHEN NULITE REGOLO 4 LED PENDANT IR•- < •- : A B IPL-3 WALL PROTECTION _ _ T,�l -''• {i ,T. ^ . _ - +_ _ _ MS A1d V�.,1 9M N T ,.P NT "� __,/---) ,_ ./' A RR RSA°. P N LLE . C 2 ►I D- ,v'GC /" ' f/' _/`� /`-1' NDA*ON"EAMM .& .,1`�. /`J� ,,,,r--- T - 1 BACKSPLASH WALL TILE DA 'MOD RN DI ENSIO 21/8" 8 9/16"GLAZE" 019. ARCTI WHIT AT COMMUNITY KITCHEN 11.1 ENTRY ALCOVES PHILIPS LIGHTOLIER 5"ROUND SURFACE MOUNT LED S'5R0 --'1-W PROJECT NO. CERA IC TILE , ` � " IVT SERIES VOLUMETRIC LED TROFFER 2VTL 2'X 2' �,,_� ��- �' ��- �,__„/ �.,-�- � " �� .,,,�' �.._.,,r �,.._.�"'��~ IM1 OFFICES LITHONIA 17055 A FLOOR CONC-1 I SEALED CONCRETE N/A I SAND&CLEAR SEAL STORAGE X.N. Q 04.29.2019 I CONC-2 I POLISHED CONCRETE N/A PO SHIT LCOMMON AREAS I CPT- 1 I MODULAR CARPET PATCRAFT LOG IN , 'X 2' =QUA• 00 17� 5 COLO IC r �h CORRIDORS I Q a I LVT-1 'LUXURY VINYL TILE TANDUS CENTIVA VENUE 20 MIL LVT VENUE STONE,COLOR GRUGIO UVS-7237-QU 6"36'")UNITS I w REVISIONS:/\ LVT-2 LUXURY VINYL TILE TANDUS CENTIVA VENUE 20 MIL LVT VENUE ABSTRACT,COLOR MORTAR UVA-5131-QU 18"X18"AND 6"X 36" IAC 0� m A Bid Set 04.29.19 R-1 RUBBER FLOOR AND STAIR SYSTEM ROPPE RAISED DESIGN RUBBER FLOOR,STAIR TREAD, RISER 1#994 RAISED SQUARE DESIGN TILE AND#94 RAISED 0. w B Add.#1 05.20.19 AND STRINGER UAFtE.QES I SQ,LIIAR_E 1O,SE TREAD 2 ._,\ W a G SV- 1 OMO ENQU SHEET VINYL „JOHNS NITE_QPTIMA'Q1,_, ,,±.- -^1`�__I`lam-'' TBD NITS I = a I SV-2 OGUS ET L :tO NS�NITE O�Tt1'lA iQ-� _ TBD COMMON AREAS 1 W IWM-1 WALK OFF MAT CONNEXUS SUPER NOP 52 TBD IAT BUILDING ENTRANCES I Q z U 0 CO o EXTERIOR PAINTit PT- 1 EXTERIOR PAINT-COLOR 1 SEE SPEC TBD I w I PT-2 EXTERIOR PAINT-COLOR 2 SEE SPEC TBD I 1- PT-3 I EXTERIOR PAINT-COLOR 3 I SEE SPEC TBD w a Q < a INTERIOR PAINT co Z PT-11 INTERIOR PAINT-COLOR 1 SEE SPEC TBD !TYPICAL WALL AND CEILING COLOR 0 0 PT- 12 INTERIOR PAINT-COLOR 2 SEE SPEC _ TBD L�ILTYALS'' ^ ' a PT-13 I INTERIOR PAINT-COLOR 3 SEE SPEC TBD ACCEN WALL COLOR-UNIT NT CX ( 0 F - PT- 14 I INTERIOR PAINT-COLOR 4 SEE SPEC TBD \( ACCENT WALL COLOR-COMMUNITY AREA ) .. I PT-15 INTERIOR PAINT-DOORS SEE SPEC TBD (ti -_/'A_ 1'"A _/''� _ /`1l ... ��._./---A, _/� p a A9 . 2 1 PT-16 INTERIOR PAINT-TRIM SEE SPEC TBD z GENERAL STRUCTURAL NOTES s SSAUCTURqt. Ns `S��EpPROFfff/O DESIGN CRITERIA: (3-SECOND GUST) EXPOSURE B IN ADDITION TO OTHER DESIGN FORCES SUCH AS LOADS RESULTING FROM MECHANICAL g["'" V lyC,INR� ti DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 2014 OREGON STRUCTURAL SPECIALITY CONDITION: MINIMUM COVER: UNITS AND EQUIPMENT(COORDINATE LOADING AND LOCATIONS WITH MECHANICAL SUPPLIER AND CONTRACTOR). SNOW , , 9l CODE. (BASED ON THE 2012 IBC). IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN, DRIFT LOADS SHOWN ON THE PLAN ARE IN ADDITION TO THE LISTED LOADS. THE TRUSS MANUFACTURER SHALL RETAIN 3 0 13,089 �� =� WITH LIVE LOADS REDUCED PER OSSC: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" AN APPROVED INSPECTION AGENCY TO OBSERVE ALL PHASES OF TRUSS OPERATIONS DURING FABRICATION AND F � G " hi DELIVERY UNLESS THE TRUSS MANUFACTURER MEETS THE REQUIREMENTS OF IBC SECTION 2303.4. TEMPORARY �" w OREGON PRIVATE UNIT LIVE LOAD: 40 PSF CONCRETE EXPOSED TO EARTH AND WEATHER: BRACING OF THE TRUSSES DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. o 000 PRIVATE UNIT DEAD LOAD: 27 PSF NO.6 THROUGH NO.18 BARS 2" Cn 4t Y 1 1, QQ`` NO.5 BAR,W31 OR D31 WIRE AND SMALLER 1 1/2" TRUSS CHORDS AND END VERTICALS SHALL BE D.F.#2 OR BETTER. W z Olyy MERR\`' CORRIDOR LIVE LOAD: 40 PSF(ACCESS TO ONLY PRIVATE UNITS) INTERMEDIATE WEB ELEMENTS THAT DO NOT HAVE SHEATHING NAILING OR CONNECTOR FASTENERS CAN BE H.F.#2 OR /4 100 PSF(ACCESS TO COMMUNAL SPACE) CONCRETE ACCESSORIES: BETTER. a rt ' EXPIRES: 12-31-20 I CORRIDOR DEAD LOAD: 27 PSF HEADED WELD STUDS SHALL BE AUTOMATICALLY WELDED WITH THE MANUFACTURER'S STANDARD EQUIPMENT IN STRICT ACCORDANCE WITH THEIR RECOMMENDATIONS. IN ADDITION TO THE NOTED DEAD, LIVE,AND SNOW LOADING ALL TRUSSES SHALL BE DESIGNED TO RESIST A 150 LB. r--: SNOW LOAD IMPORTANCE FACTOR lc: 1.0 POINT LOAD(DL)ANYWHERE ALONG THE BOTTOM CHORD. ROOF SNOW LOAD: 25 PSF+DRIFT PER PLAN CONCRETE EXPANSION ANCHORS SHALL BE"SIMPSON STRONG-BOLT", PER ESR-1771. ' 'I) E ROOF DEAD LOAD: FOR PREFABRICATED METAL PLATE TRUSSES, REFER TO TRUSS NOTES. CONDITION LOADING \-1-1 F--' z V O ° U GV V CONCRETE SCREWS SHALL BE"SIMPSON TITEN-HD", PER ESR 2713. SNOW LOAD 25 PSF +DRIFT PER PLAN (TOP CHORD) ' ,� BASIC WIND SPEED(3 SECOND GUST): 120 MPH ULT. DEAD LOAD 13 PSF+MECH. (TOP CHORD-5 PSF ALLOWANCE FOR FUTURE PV PANELS) d o, WIND EXPOSURE: B CONCRETE EPDXY ANCHORS SHALL BE INSTALLED WITH "SIMPSON SET-XP" ADHESIVE PER ESR 2508 OR WITH HILTI 10 PSF (BOTTOM CHORD) W ° 'HIT-HY 200'PER ESR-3187. ` SEISMIC IMPORTANCE FACTOR le: 1.0 CONDITION DEFLECTION CRITERIA ° c 0 SITE CLASS: D NON-SHRINK GROUT SHALL BE A PRE-MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE, CEMENT, WATER SNOW LOAD 11360(2"MAX) 1. 13 ro SDS= 0.726 REDUCING AND PLASTICIZING AGENTS: CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 2,200 PSI IN 48 TOTAL LOAD 0240 c - SD1 = 0.446 HOURS AND 6,000 PSI IN 28 DAYS. GROUT SHALL BE MIXED AND APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S v a g SEISMIC DESIGN CATEGORY: 0 RECOMMENDATIONS. CONTINUOUS SUPPORT FRAMING: F �- U BASIC SEISMIC-FORCE-RESISTING SYSTEM: LIGHT FRAMED WOOD SHEATHED SHEARWALLS(R=6.5) UNLESS NOTED OTHERWISE, PROVIDE MULTIPLE STUDS UNDER ALL BEAMS AND GIRDER TRUSS ENDS TO MATCH BEAM METALS: OR GIRDER TRUSS WIDTH. ALL MULTIPLE SUPPORT, STUDS/POST AND OPENING JAMB PACKS TO EXTEND TO SOLID = 0 ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE METHOD ALL MISCELLANEOUS STEEL:ASTM A36(FY=36,000 PSI), OR AS NOTED ASTM A572(FY=50 KSI). BEARING WITH SOLID FULL WIDTH SQUASH BLOCKING THROUGH FLOOR JOIST DEPTH. a WIDE FLANGE:ASTM A992(Fy=50,000 PSI)OR ENGINEER APPROVED EQUAL. C) ALLOWABLE SOIL BEARING PRESSURE:2,500 PSF BASED ON SOILS REPORT BY ALDER GEOTECHNICAL SERVICES DATED SQUARE AND RECTANGULAR HSS:ASTM A500,GRADE"B"(Fy=46,000 PSI). MECHANICAL: Cg 08-02-2018. ALL BOLTS:ASTM A325 UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL, PLUMBING, FIRE ( ce o ANCHOR RODS: ASTM 1554 GRADE 36 UNLESS NOTED OTHERWISE. SPRINKLER, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT c•1 EXISTING CONDITIONS: THREADED RODS: ASTM A36 UNLESS NOTED OTHERWISE. CONFORMING TO SHEET METAL AND AIR CONDITIONING I , THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE CONTRACTOR WELDING: PER AWS STANDARDS. E70XX ELECTRODE AND BY CERTIFIED WELDERS. CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S CC it SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR ALL STEEL TO HAVE SHOP COAT. DRAWINGS, SHALL BE DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES, BY AN ENGINEER REGISTERED IN THE a m TO THE START OF THE WORK. ALL EXPOSED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC PAINT PRIOR TO BACKFILLING. STATE OF OREGON,AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. = ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. a TEMPORARY CONDITIONS: FLASHING AND WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR STRUCTURAL ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS. N WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY STEEL BUILDINGS". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING 0 a to UNDER THE FINAL CONFIGURATION ONLY. CONSTRUCTION AND SHALL BE 3/16"MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED STRUCTURAL OBSERVATIONS: ~ , CV WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO THE STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD OR AN APPOINTED REPRESENTATIVE SHALL BE REQUIRED 111 3 os SUBMITTALS(NON-DEFERRED): ARCHITECT/ENGINEER PRIOR TO FABRICATION. AT THE FOLLOWING TIMES DURING CONSTRUCTION: ' PACKAGES SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: INSTALLATION AND TIGHTENING OF ALL BOLTS SHALL BE IN ACCORDANCE WITH THE"SPECIFICATIONS FOR STRUCTURAL AFTER THE WOOD FRAMING IS COMPLETE AT THE 3RD FLOOR, SEISMIC STRAPPING AND HOLDOWNS ARE INSTALLED,AND 4 O ''1 JOINTS USING ASTM A325 OR A490 BOLTS". UNLESS NOTED OTHERWISE BOLTS SHALL BE INSTALLED IN ALL HOLES OF PRIOR TO COVERING WITH ANY MATERIALS. v cO 0 A) CONCRETE MIX DESIGNS(PROVIDE BREAK TEST DATA FOR EACH SUBMITTED MIX WITH A MINIMUM OF 30 TEST THE CONNECTION AND BROUGHT TO A SNUG-TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT EXISTS SPECIMENS PER MIX) WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT AFTER THE WOOD FRAMING IS COMPLETE AT THE ROOF, SEISMIC STRAPPING AND HOLDOWNS ARE INSTALLED, AND WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. PRIOR TO COVERING WITH ANY MATERIALS. B) CONCRETE REINFORCING CARPENTRY: THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR TO THE COMPLETION POINT REQUIRING SITE C) STRUCTURAL STEEL AND EMBEDDED STEEL ITEMS SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL OBSERVATION. THE CONTRACTOR SHALL SUBMIT OBSERVATION REPORTS FROM THE ENGINEER TO THE BUILDING 0 CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING DEPARTMENT PRIOR TO COVERING WITH ANY MATERIALS. STRUCTURAL OBSERVATIONS DO NOT INCLUDE OR WAIVE THE Z 0) EWP WOOD JOISTS AND BEAMS-LAYOUT DRAWINGS IDENTIFYING SPACING, GRADES,AND SIZES OF EACH RULES. ALL LUMBER SHALL BE 19% OR BELOW AT TIME OF FABRICATION AND DRIED TO A MAXIMUM OF 15% BEFORE REQUIREMENTS FOR SPECIAL INSPECTIONS. STRUCTURAL MEMBER. (STAMPED CALCULATIONS REQUIRED IF ALTERNATE USED). INSTALLATION OF GYP. BOARD. MOISTURE CONTENT TESTING SHALL BE COMPLETED BY THE GENERAL CONTRACTOR (I) NOTING LOCATIONS AND MC%AND SHALL SUBMIT THEIR WRITTEN REPORT TO THE EOR PRIOR TO ENCLOSING FRAMING INSPECTION: N IF THE SHOP DRAWINGS DIFFER FROM,OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY SHALL BE CAVITIES. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE(UNLESS AN APPROVED BARRIER IS PROVIDED) OR SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1704 OF THE INTERNATIONAL BUILDING CODE AND APPLICABLE N O CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE EXPOSED TO OUTDOOR ENVIRONMENT SHALL BE PRESSURE TREATED. SECTIONS OF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT I\ _ ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE ENGINEER. TESTING LABORATORY EMPLOYED BY THE OWNER FOR THE AREAS INDICATED IN THE SPECIAL INSPECTION PROGRAM ON ALL LUMBER SHALL BE KILN-DRIED AND GRADED AS FOLLOWS: SHEET 51.01. in J SUBMITTALS(DEFERRED): Z tY CO DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE POSTS AND BEAMS 6x AND GREATER D.F. NO. 1 OR BETTER DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE POSTS, BEAMS, JOISTS 4x AND SMALLER D.F. NO.2 OR BE 1 i ER 0 Q OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER OF RECORD PRIOR TO FABRICATION. SEE THE WALL STUDS AND WALL BLOCKING D.F. NO.2 OR BETTER 2 p a STRUCTURAL DEFERRED SUBMITTAL SCHEDULE ON SHEET S1.01. PLATES D.F. NO.2 OR BETTER W i PRESSURE TREATED SILL PLATES D.F. NO.2 OR BETTER GRAPHIC LEGEND 2 < 0 EARTHWORK: 0 t A LIQ_ I-- SEE PROJECT SPECIFICATIONS, SOILS REPORT,AND CIVIL DRAWINGS. FRAMING ACCESSORIES AND STRUCTURAL CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY V �.1 LLjl (OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND ATTACHED PER 0 GRID i REPRESENTS EXISTING WOOD WALLS ABOVE. 1,_ < (n CAST-IN-PLACE CONCRETE: MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. (PLACED OVER THE FLOOR FRAMING SHOWN) 4- W MIX DESIGN: PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE. PROPORTION MIXES BY EITHER LABORATORY TRIAL W ›- H BATCH OR FIELD EXPERIENCE METHODS, USING MATERIALS TO BE EMPLOYED ON THE WORK FOR EACH CLASS OF ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT ,i0 DETAIL REFERENCE E•___= REPRESENTS WALLS BELOW FLOOR OR ROOF LU O c-c CONCRETE REQUIRED. FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF WORK OF THIS WITH PRESERVATIVE TREATED WOOD OR FIRE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX © FRAMING @ LEVEL SHOWN. et LL.. G SECTION. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA AS REQUIRED,A MINIMUM COATING WITH A MIN. COATING WT.OF 2.0 OZ.A SQUARE FOOT. REPRESENTS CONCRETE WALLS. U �- N CC OF TWO WEEKS PRIOR TO PLACING CONCRETE. 0 CONC FOOTING PER SCHED w W NAIL CALLOUT DIAMETER LENGTH = ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND WATER-REDUCING ADMIXTURE 8d COMMON 0.131" 21/2" © ►tj�jy4��4 MECHANICAL A UNIT&FY EN ICAL WEIGHT O I- Z CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, MAY BE 10d COMMON 0.148" 3" 0 00 Q MU IF DIFFERENT I- INCORPORATED IN CONCRETE DESIGN MIXES. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED 16d COMMON 0.162" 3 1/2" SHEAR WALL PER SCHED `o IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR 16d SINKER 0.148" 3 1/4" SHEET S1.01F S Q SHALL BE 5%-7% BY VOLUME. FLY ASH SHALL CONFORM TO ASTM C 618 AND SHALL BE LIMITED TO A 15%MAXIMUM BY SHEARWALL NAILS 0.148" 2 1/2" f FOOTING STEP PER PLAN AND 3/S3.02. Q CEMENT WEIGHT. ROOF SHEATHING NAILS 0.131" 2 1/2" DENOTES HOLDOWN SEE SHEARWALL V/ W V) FLOOR SHEATHING NAILS 0.131" 2 1/2"(RING SHANK) TAG FOR SPECIFIC HOLDOWN. REPRESENTS BEAM LINE. CONCRETE WORK SHALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39,AND SHALL BE AS FOLLOWS: PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 1 OR PS 2, OR APA - - O` Z PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE -_ DENOTES FOOTINGS. REPRESENTS JOIST LINE. 0 FOOTINGS: fc=3,000 PSI AT 28 DAYS. (MINIMUM CEMENT CONTENT=470 LBS) THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH 1-- APA -APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY G.T. GIRDER TRUSS WALLS/COLUMNS: fc=4,000 PSI AT 28 DAYS. (MINIMUM CEMENT CONTENT=470 LBS) THE PANEL MANUFACTURE. PROVIDE 1/2"GAP AT FLOORS FOR SHRINKAGE SEE DETAILS. O E.O.R. ENGINEER ON RECORD SLABS ON GROUND: fc=3,500 PSI AT 28 DAYS. (MINIMUM CEMENT CONTENT=494 LBS) ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, (.J EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL HAVE EDGES SUPPORTED BY PLY CLIPS. SHEAR ABSOLUTE WATER/CEMENT RATIO BY WEIGHT: WALL SHEATHING SHALL BE BLOCKED WITH FRAMING SPECIFIED BY SHEAR WALL SCHEDULE, AT ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS SHALL CONFORM TO IBC TABLE 2304.9.1. fc= 3000 PSI (0.52 NON-AIR ENTRAINED, 0.46 AIR ENTRAINED) GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH AMERICAN INSTITUTE OF TIMBER GENERAL STRUCTURAL fc=3500 PSI (0.48 NON-AIR ENTRAINED, 0.45 AIR ENTRAINED) CONSTRUCTION, AITC A190.1 AND ASTM D 3737. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED NOTES SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. ONCE A DAY, OR NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, OR NOT LESS THAN ONCE FOR EACH BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE,AND OF THE STRENGTH INDICATED BELOW: 5,000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. TMR PROJ NO. COMBINATION 18023 SLEEVES, OPENINGS, CONDUIT,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE DEPTH SYMBOL SPECIES USE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON ALL 24F-V4 DF/DF (SIMPLE SPAN) CENTER. PROVIDE 3/4"CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. ALL 24F-V8 DF/DF (CONTINUOUS OR CANTILEVER) z 02.28.2019 0 o CONCRETE REINFORCING STEEL: TREATED GLU-LAM MEMBERS SHALL BE TREATED WITH'PERMAPOST KLEAR-GUARD 25'WITH TRU-CORE TECHNOLOGY Le REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND FOR DEFORMED BARS. THE ACTUAL YIELD a Q PERMIT REVISION#1 STRENGTH FOR REINFORCING IN STRUCTURAL WALLS SHALL NOT EXCEED fy BY MORE THAN 18,000 PSI,AND THE RATIO PRE-MANUFACTURED WOOD JOISTS/BEAMS: OF THE ACTUAL TENSILE STRENGTH TO THE ACTUAL YEILD STRENGTH SHALL NOT BE LESS THAN 1.25. REINFORCING PREMANUFACTURED WOOD JOISTS/BEAMS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED O 04.29.2019 STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. BY LP, OR AN ENGINEER APPROVED EQUAL IN ACCORDANCE WITH ASTM D 5055. JOISTS AND TRUSSES SHALL BE 3 B ADDENDUM#1 DESIGNED FOR THE LOADS NOTED ON THE DRAWINGS. JOISTS, TRUSSES, AND BRIDGING SHALL BE CAPABLE OF tti 05.17.2019 REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 LATEST EDITION ("DETAILS AND DETAILING RESISTING A 5 PSF MINIMUM NET WIND UPLIFT UNLESS OTHERWISE NOTED ON THE DRAWINGS. PREMANUFACTURED 0 CONCRETE REINFORCEMENT"). WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, W STIFFNESS, DIMENSIONAL,AND FIRE RATING REQUIREMENTS OF THE PROJECT,AND IS ICC APPROVED. UNLESS NOTED OTHERWISE ON THE DRAWINGS LAP SPLICE LENGTHS SHALL BE AS FOLLOWS: A REPRESENTATIVE FROM THE JOIST MANUFACTURER SHALL VISIT THE JOB SITE AS THEY SEE FIT TO VERIFY THE o FOR CONCRETE STRENGTH fc=3,000 PSI -LAP SPLICE LENGTH=58 BAR DIAMETERS. PROPER INSTALLATION OF EWP PRODUCTS. THE MANUFACTURER SHALL SUBMIT A SUMMARY LETTER TO THE FOR CONCRETE STRENGTH fc= 3,500 PSI -LAP SPLICE LENGTH=54 BAR DIAMETERS. ARCHITECT/ENGINEER NOTING ANY AREAS THAT NEED REPAIRED OR FOUND DEFICIENT. G PRE-FABRICATED ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES SHALL BE MANUFACTURED AS REQUIRED BY TRUSS PLATE INSTITUTE TPI 1, a REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: AND DESIGNED FOR THE LOADS NOTED ON THE DRAWINGS. TRUSSES AND BRIDGING TO BE DESIGNED FOR 135 MPH 4 a Iz O F- W oe a U 0 S I 0 0 0 32 O U i SEISMIC ROD 8 HOLDOWNETAKE BIDDER DESIGN TENSION ROD HOLDOWN SYSTEM RUN TABLE LOADS SHOWN ARE IN KIPS y Sj�uCTuRk. UP DEVICE & ti- _ MK PLATE D, + `I I + + WASHER �- 8 ��\�%�D PROfEsf�O \ C> � GINE +Q L9 STUDS PER s PLATE RUN # OR R1 R2 ) OR R2 j R3 - \ R4,; 1 KR6) ca 4 ck. l ROD SUPPLIER + + STUD R1, R3, R5 /4x3 YZ x3 YZ 19" MK WASHER / OR R3 oR JR4 OR R5 OR R6 OR R7 ° F "' 13,089 WALL T T C T T C T T C T T C T T C T T C T T C 3 • R4 Yz'' z''x2Yi' 14" R6 1"x3'2"x3 12" TENSION/COMPRESSION o 0 72' • + + + COMPRESSION (LRFD) (ASD) (ASD) (LRFD) (ASD) (ASD) (LRFD) (ASD) (ASD) {EKED) (ASD) (ASD) (EKED) (ASD) (ASD) (LRFD) (ASD) (ASD) (LRFD) (ASD) (ASD) 'gi I r-F.O.W. 4TH ---- ---- ---- 0.9 0.7 1.2 ---- ---- ---- 0.3 0.3 0.9 0.9 1.1 1.4 2.0 1.6 1.8 2.3 2.5 2.1IV O, COMPRESSION STUDS i HOLDOWN '- THREADED ROD PER THREADED ROD PER tyPER HOLDOWN MANUF. 3RD ---- ---- ---- 5.7 4.0 4.9 6.0 4.2 5.0 3.7 1.6 3.7 6.7 4.7 5.4 9.5 6.7 7.3 13.9 9.8 10.5 x)/ + II + MANUF. HOEDOWN MANUF. HOEDOWN MANUF. �-� w �THyDBL. TOP PL =' 2ND ---- ---- ---- 12.1 8.5 9.6 12.6 8.9 9.8 8.3 5.9 7.3 13.6 9.6 10.6 19.4 13.6 14.5 27.9 19.6 20.7 (il z + I I + 1 THREADED ROD, COUPLER PER THREADED ROD, COUPLER PER a o II !... ,, + MATCH SIZE & HOLDOWN MANUF. HOEDOWN MANUF. EXPIRES: 12-31-20 k + !I + STRENGTH MATCH SIZE & STRENGTH 1ST 20.2 14.5 21.5 ---- ---- ---- 21.0 14.8 16.0 14.4 10.3 11.9 18.6 15.9 16.7 31.7 22.2 23.3 45.9 32.2 33.8 L-4 OF SEISMIC ROD r FOUNDATION OF SEISMIC ROD FOUNDATION 0./, ( II HEADER & 1 RUN TYPE C D B A A A A • Z PROVIDE +_ A + + TRIMMER PER PLAN PER PLAN a EDGE NAILING TO -1- - ,, STUDS aa NOTE: I Q ° 4 \ �� 11S1.01 -6!51.01 1/51.01 -6151.01 1/S1.01 -6151.01 1/51.01 61S1.01 11S1A1 -6/51.01 1151 01 -6151.01 1151.01 -6151.01 EACH STUD PER Q a4 a DIG DOWN AROUND - - ''-'.. Q ° a ANCHORAGE DETAILS \-1 [� ° 0 + + + TENSION RODS AS ° ` 2" 4 {� U.O.N. U.O.N. U.O.N. U.O.N. U.O.N. U.O.N. U.O.N. U N v ROD SUPPLIER + + 4 a XI ° NEEDED TO ACHIEVE ° CER. 1'2 TOTAL SYSTEM VERT. n - a a a D' ' a ° 4 a 0.2" 0.2" 0.2" 0.2" 0.2" 0.2" 0.2" d' + LI + + KING STUDS CAN BE ° - CLEARANCE AND a TOP OF PL. DISPLACEMENT LIMIT USED ASA PORTION OF e a EMBEDMENT. ! ° „„<:-:-1 - 2'-6" LEVEL W ` L + THE REQUIRED HOEDOWN 1 ° a ° NOTES: ROOF 0ac o c / COMPRESSION STUDS. 1 „�° TOP OF PL. h 1 c 8 1) THE RUN TYPES SHOWN ARE FOR 6) 1 =SYSTEM TIED OFF AT FLOOR = o + + + / PL. WASHER PER 3" ,J PL. WASHER PER 4 (2) #4 1 GRAPHIC REPRESENTATION ONLY, LEVEL W/SHRINKAGE l• 73 �y / \ SCH. ABOVE 4_ 6 HOOKED REFER TO SUPPLIER FOR ACTUAL COMPENSATING DEVICE. - SCH.ABOVE CER. \ 3 v T.O. FOUND OR TOP 4 NOTE: WITH HEAVY Jt" WITH HEAVY CER. BARS X $" 8' SYSTEM COMPONENTS. o!' 3" 7) WHERE A RUN IS ADJACENT TO AN Q W -OF STEEL BEAM CONTRACTOR TO VERIFY THE HEX NUT AT TOPHEX NUT AT TOP „ EACH WAY \ __A _ _ LEVEL o AMOUNT OF JAMB STUDS REQUIRED12" MIN. 12" MIN. CER. 1'-6' MIN. 1 -6 MIN. OPENING WITH SPECIFIED TRIMMERSIN *- (5" 2) THE SUPPLIER MUST DESIGN � 4TH _ AND BOTTOM. AND BOTTOM. (4 TO/TAE VERTICAL ELEMENTS OF SYSTEM AND KING STUDS IT IS ACCEPTABLE a = o ANCHORAGE PER AND HOLDOWN STUDS REQUIRED DETAIL 2/S1.01 - 5/S1.01 SEE WOOD HEADER DETAILS & THICKEN SLAB ANCHORAGE THICKEN SLAB ANCHORAGE WITH STIRRUPS PER FOR COMPRESSION &TENSION TO USE THE NOTED KING STUDS AS �� 1 A PORTION OF THE COMPRESSION HOEDOWN DETAILS/SUBMITTALS. �/ TENSION • ROD3) USE DOUG-FIR SPECIES FOR ALL STUDS REQUIRED BY THE HOLDOWNII MI II 1 1 TYP. HOEDOWN ALIGNMENT 2 TYP. CONCRETE SLAB HOEDOWN ANCHORAGE - FIELD POSTS. SYSTEM DRAWINGS. -„ --- 17-- - -_ _ 3RDEL o ) S1.01 18023-01 SCALE: 3/4" = 1'-0" S1.01 4)ALL FASTENERS AND ACCESSORIES 8) THE TOTAL VERTICAL DISPLACEMENT, cv SCALE: 314" = 1'-0" WHICH WOULD INCLUDE STEEL ROD 4t SEISMIC ROD BY . 11" MIN' IN CONTACT WITH PRESSURE TREATED ELONGATION, BEARING PLATE WOODag LUMBER MUST BE HOT-DIPPED r� HOEDOWN MFG. L1�� `1� GALVANIZED. CRUSHING, AND THE SHRINKAGE 1__ • _- g LEVEL COMPENSATING DEVICE SEATING & 2ND = COUPLER TO MATCH {� HOLDOWN STUDS & PANEL/ DEFLECTION, SHALL BE LESS THAN - - STRENGTH OF ROD STUD NAILING BY ROD MFG. 5) HOEDOWN SUPPLIER SHALL VALUES LISTED FOR EACH STORY USING II Z PROVIDE A DEFERRED SUBMITTAL ASD FORCES. CALCULATIONS SHOWING C' THREADED ROD, MATCH SIZE ;,, SLAB DOWELS PER 8/S3.1 \ AS OUTLINED BY GENERAL NOTES THIS DISPLACEMENT MUST BE INCLUDED I o & STRENGTH OF SEISMIC ROD ON SHEET S1.00 IN THE DEFERRED SUBMITTAL. ELONG. IN ~ N (5) I#4O x 2'-6" DOWELS AT \ t SILL PLATE PER SHEAR WALL SCHED. TABLE = TOTAL VERTICAL IH L LEVEL W 3 4" 0/C CENTERED ON \�I I 2" DISPLACEMENT LIMIT. 1ST .1 TENSION ROD. DRILL AND t CER. 1'_g" MIN. EMBED. A B C D RUN TYPES N N EMBED. 5" INTO STEM _ < o co • 0 WALL WITH EPDXY PER t I __\ ° `� AT RUN V co Lo THE GENERAL NOTES. 4 ' 1- • • a _ w 'R1', 'R3', ° 4' ,� �a (2)#4 HOOKED BARS R4 'R5: SHEARWALL SCHEDULE 1"x31.2"x0'- 3 Y2' PL. .•',.,,, 7 EACH WAY(5"0/C) MATCH Abutting (8)(9) Sill SHEAR WALL TAG INFO: CONNECTION DETAILS WASHER& DOUBLE �� (4 TOTAL PER TENSION BOTTOM OF (2) Panel Edge Plate Plate Washer CONNECTORS (SEE NOTES & DETAILS @ SCHED) at 4 0_ MK @SHEARWALL TYPE HEAVY NUT AT BOT. a e ROD)AT RUN '3'AND '4' PERIMETER Sheathing Layers Studs/Blck'g. Found. at Base Level a(3),(s),(lo) b (4) c {5) d (6) e (7) f (13) 4 FOUNDATION. I FOR SHEATHING, 8d COMMON 0 " ° ° a I u~._ A 15/32" ONE 2x 2x 1/4"x3"x3" 6" o/c : 4'-O" o/c NOT REQ'D NOT REQ'D NOT REQ'D NOT REQ'D Qk FASTENERS, & ROOF SHT'G. AT 4" 0/C Z a EQ. 3_CER. ° , - AT RUN '6': TY CONNECTORS EDGE NAILING r a a B 15/32" ONE 2x 2x6" o/c 4'-0" o/c 2'-0" o/c 1'-6" o/c 2'-0" a/c 2'-0" a/c -- -- 4 E©. I 3' 0" MIN. 1/4"x3"x3" RUN/HOEDOWN/ I a ) A co a s. C 15/32" ONE 2x 2x 1/4"x3"x3" 4" o/c 2'-8" o/c 1'-4" o/c 1'-0" o/c 1'-4" a/c l'-4" o/c STRAP AT EACH F /DRAGTRUSS N 0 #4 x 2'-0" DOWEL AT EACH FT'G. 2 0 END OF SHEAR WALL - OR TRUSS BAR W/5" EPDXY EMBED. 2'-0' #4x2'-0" D 15/32" ONE 3x 2x 1/4"x3"x3" 3" o/c 1' 4" a/c 1' 0" o/c 0' 10" a/c 1' 0" o/c 1' 0" o/c /BLOCKING I @ FT'G. BARS PER PLAN - �` LLJ E 15/32" ONE 3x 3x 1/4"x3"x3" 2" o/c 1'-4" o/c 0'-10" o/c O'-6" o/c 0'-10" o/c 0'40" o/c MK'- STRAPPING N 3 INTERIOR ROD ANCHORAGE NEAR PERIMETER , DESIGNATION TAG - 0.131"x34" Z 0 m F 15/32" TWO 3x 3x 1/4"x3"x4 1/2" 4" o/c 1'-4" o/c 0'-8" o/c 0'-6" o/c 0'-8" o/c 0'-8" a/c FOUND ON c TOE NAIL Z0 Q S1.01 • SCALE: 3/4" = 1'-0" DRAWINGS a G 15/32" TWO 3x 3x 1/4"x3"x4 1/2" 3" o/c 0'-8" a/c 0'-6" o/c 0'-5" o/c 0'-6" a/c 0'-6" o/c I �- ' I� AT 8"0/C * Q ® RUNIWOLDOWN _� - a G OC SEISMIC ROD BY H 15/32" TWO 3x 3x 1/4"x3"x4 1/2" 2" o/c 0'-8" o/c 0'-5" o/c 0'-4" o/c 0'-5" o/c 0'-5" o/c DESIGNATION AT SPLICE STITCH HOLDOWN MFG. TOP PL.'S TOGETHER - < 0 '- COUPLER TAG FOUND ON W/ 0.131"0x3%t" NAILS 0 _ LL COUPLER TO MATCH J�� DRAWINGS PER 81S4.01 V LL_ W STRENGTH OF ROD `f-, 1) UNLESS NOTED OTHERWISE EXTERIOR WALLS SHALL BE TYPE 'A' SHEAR WALLS. H Q HOLDOWN STUDS & PANEL! ROOF COND. A u) 10" \ STUD NAILING BY ROD MEG. 2) ALL STRUCTURAL WALL SHEATHING SHALL BE PLYWOOD (STRUCT 1). IN WET WEATHER CONSTRUCTION TURN ROOF COND B Y - SHEATHING PANELS 90 DEGREES TO WALL STUDS TO MINIMIZE PANEL WARPING. W Q I- AS REQ'D THREADED ROD, MATCH SIZE 3) CONNECTOR 'a' - WALL SHEATHING EDGE NAILING SHALL BE 0.148" DIA.x 2 1/2" NAILS. DO NOT PENETRATE THE ---\/\--:- --. I - V 1.1J L,�„•, 2 (2)#5 DOWELS x 10" &STRENGTH AS SEISMIC ROD SURFACE OF THE SHEATHING WITH THE HEAD OF THE FASTENER. UNLESS OTHERWISE NOTED PROVIDE NAILING AT 0.131"0 a 0.131"0 0.131"0 V EACH SIDE AT HOEDOWN I SILL PLATE PER 1'-0" 0/C WITHIN FIELD OF PANEL INTO INTERMEDIATE WALL STUDS. x3 1/4" @ 6" e (for wall x3 1/4" @ 6" x3 1/4" @ 6" 0 ANCHOR BOLTS SHEARWALL SCHED. 4) CONNECTOR 'b' - HOT DIPPED GALVANIZED 5/8" DIA. ALL THREAD ROD. PRESET ANCHOR BOLTS AND SECURE TO above) -\ e (for wall a = LJJ UJ CONCRETE FORMWORK PRIOR TO CONCRETE POUR. PROVIDE HOT DIPPED GALVANIZED PLATE WASHERS PER THE -...,.y- . -_ above) �� V }--'• Z I 2" CER.1 d 'i ,` SCHEDULE AT ALL SHEARWALL ANCHOR BOLTS. LOCATE ANCHOR BOLTS TO ENSURE PLATE WASHER EDGE IS A /,.,..,,. ,,,, If- CONT. LSL .,,,.,.,. 7//7 /1,,,,,, 0 a) 1- w NO Ce MAXIMUM OF 1/2" AWAY FROM THE BOTTOM PLATE EDGE THAT STRUCTURAL SHEATHING IS DIRECTLY APPLIED TO. RIM JOIST c(for wall ° ' 3 1< " 3" ° A 3/4" x 1 3/4" DIAGONAL SLOTTED HOLE IS ALLOWED IN THE PLATE WASHER. INSTALL A STANDARD CUT WASHER CONT. LSL above) Q Z Q MAX.\, � � 4' V-6„ 0.131"0 X3 1/4" 4 ._1 /-MAX' MIN. BETWEEN PLATE WASHER AND NUT IF HOLE IS SLOTTED. ,"� TOE NAIL @ •, RIM JOIST 0 0_ 00 2 4'1 4 ° ' ° a EMBED. 5) CONNECTOR 'c' - SIMPSON 'A35' CONNECTOR „ ��-- /� 8 0/C / •• a c(for wall W [n *- 4 a 6) CONNECTOR 'd' - 1/4" DIA. x 5" SIMPSON 'SDS' SCREWS AT BOTTOM PLATE IN ADDITION TO NAILING. �I� �_ below) O F_ a a �- - - RUN SHEATHING `' ° 4 4 ■. ° 7) CONNECTOR 'e' SIMPSQN 'LTP4' CONNECTOR BETWEEN BOTTOM PLATE AND RIM. HIGH AND LAP Z ' RUN SHEATHING - a �� a 4 8) WHERE WALLS ARE SPECIFIED TO HAVE 3x PANEL EDGE STUDS/BLKG, PLYWOOD JOINT AND SILL PLATE NAILING - HIGH AND LAP TO TO BEAM. 0 1- 4e 1'-5" MIN. SHALL BE STAGGERED IN ALL CASES. RIM JOIST. �� (NO JOINT AT Z ° ° ° 4 AT RET. 9) AT VERTICAL ABUTTING PANEL EDGES DBL. 2x WALL STUDS STITCHED TOGETHER AS NOTED BELOW CAN BE AN (NO JOINT AT TOP PLATE) Z 0 7 ° ° a ALTERNATE TO THE SPECIFIED 3x STUD. BLOCKING ALONG ABUTTING EDGES MUST BE 3x AS SPECIFIED IN THE WALL COND. A WALL COND. B WALL COND. C ❑ a- a WALL TOP PLATE) SEISMIC ROD BY SCHEDULE. THIS ALTERNATE IS NOT ALLOWED AT WALL TYPES 'F', 'G' AND 'H' 0 C° ° a ° ° HOEDOWN MFG. HOEDOWN STUDS & IF CAN'T LAP SHEATHING PROVIDE n ° � . - '� °f- 10) ALL CONNECTORS, BOLTS AND WASHERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED PLATE NAILING: CONNECTOR 'd' PER THE SCHEDULE U 3" CER. MIN a/� COUPLER TO MATCH \---• `---• PANEL/STUD NAILING GALVANIZED. 0.131" x 3-'" NAILS AT FOR THE WALL BELOW, TYP. FT'G. PER PLAN BY ROD MFG a 1"x3'z"x0' 31/2" PL. THICKEN AT STRENGTH OF ROD _, 11) WHEN TWO LAYERS OF SHEATHING ARE SPECIFIED APPLY (1) LAYER ON EACH SIDE. 6" INTO RIM AND (1) 2' 6" MIN. HTEADED ROD, AT EACH JOIST FLANGE a SHEATHING WASHER AND DOUBLE / / HOEDOWN AS 10" MATCH SIZE& 12) UNLESS NOTE OTHERWISE, GYPSUM BOARD CONNECTORS TO BE 6d &8d COOLER NAILS OR#6x1 1/4" SCREWS AT -:-\/\-- HEAVY NUT AT BOT. SHOWN AS 5/8" MATERIAL _ NAILING -I-1/-- - STRENGTH ASI REQ'D 13) CONNECTOR 'f' - SIMPSON 'LTP4' CONNECTOR BETWEEN TOP PLATES AND RIM. (2) ROWS 0.131"0 SHEAR WALL DETAILS D.131" x 2 ?2" 0.131"0 x3 114" @ 6" AND SCHEDULES SEISMIC ROD 1 I • AT 6" 0/C, x3 1/4" @ 6" a TYP. HOLDOWN ANCHORAGE AT STEM (4)#5 DOWELS x10" 'R3', } i EACH SIDE AT HOEDOWN r SILL PLATE PER 4 WALL FOR RUNS 'R-11, R4 & R5 ANCHOR BOLTS / SHEARWALL SCHED. STAGGERED ,..- S1.01 i 8023-04 SCALE: 3/4" = 1'-0" - - ,. TMR PROJ NO. c (for LSL RIM JOIST a _`- - � a 4 wall above) 1 +� a " pox. NAILER PER i II 1 8023 2" u Q 4 I 1/S3.01- FLOOR CER. ° - RUN SHEATHING Nailer 4/S3.01 SHT'G J u 4 4 6"' Q 4 PROVIDE SCHEDULED BLOCK ALL perb NAILS z HIGH AND LAP TO 02.2$.201 9 HOEDOWN STUDS PER 2, ' 4„ UNSUPPORTED EDGES RIM JOIST. 4/S3.02 PER o HOLDOWN SUPPLIER TENSION ROD ? Q :' / 4NAILING TO TOP PLATE PER HOLDOWN MIN. { (NO JOINT AT or PLAN SUPPLIER. ROD r ° EMBED. ___/\//_ TOP PLATE) 9/54.02 �- W N w 4 MAX. a MAX. II .• II 11 I II� PROVIDE SCHEDULED ___\/\____ 4_ A PERMIT REVISION #1 4" MIN. WELDED TO PL. / SHEATHING I II II II NAILING TO EA. STUD WALL COND. D- CORRIDOR MUST BE 3 �,/,• PANELS PER -.r - -- - - ei i DISCONTINUE FLANGE PL. WELDABLE ° a 4 { SCHEDULE -_ -- 3/8„ WALL GOND. E- STEEL BEAM WALL COND. F- RET. WALL 04.29.2019 / I I I 11 AT HOLDOWN LOCATIONS I MATERIAL. a 4 • I II II ?.r 1 1 3 ADDENDUM #1 1 DBL STUD 1,. 05.17.2019 a I I H 11 11 2 2 2 D BOTTOM PL. AND COUPLER NUT - ---\` a INTERM. I rI II • - - �� COULD BE MAX MAX. MAX. o FASTENERS PER SCHED. PER HOLDOWN Z STUDS WITH , `;� ❑ ALTERNATE Q 1' 5" MIN. ! II - ❑ WHERE 3x PLATE WASHERj\APLATE WASHER. 4, SUPPLIER I ¢ 13- a ° , ° ° U AT RET. NAILS at I 1 I II !' II II w PER SCHEDULE -= - PER SCHEDULE �/ o pa 12"o/c, TYP. I II I 11 II cc v IS REQUIRED ,a, \ 'a' z WOODlL ❑ w WALL a v, o NAILER \ h l to OJ o- 4 I I II i 11 II STUD OR WI 0.148"0x3" o -' Z a /_3 1'-4" MIN. I j, H I (lI�II BLOCKING TO MATCH SILL PLATE THICKNESS FOUNDATION SILL PL THICKNESS FOUNDATION L Y2"x4"x0' 8" STEEL PL. , 1 - � � l PANEL I I 'i II it ! Il SEE 14/54.01 FOR BLOCKING EDGE PER SCHED. _ PER PLAN PER SCHED.\ �i� PER PLAN v / s CER. MIN. / ��__ f CENTERED ON SRL. BM. s al� II I II II 1 II II AT PENETRATIONS NAILING. (NOT I �! STEEL BEAM AT RUN TYPES 'R1', 'R3', FOOTING PER I I! II II Q u PER PLAN , 5116 AND 'R6' PROVIDE 1/x6x0'-8" 1"x3 Y2"x0'- 3 Y2" PL. 2'-6" MIN. PLAN THICKEN HOLD-DOWNS L A�. LL 1�__ _u_ 11_ 11 DOUBLE END STUDS ALLOWED :11-413' I II a �I' AT HOLDOWN EACH SIDE O F i r 1 1 (TYP.) OR 4x U.N.O. BY AT DOUBLE a a II fib' jj 4'b' ,- WASHER AND DOUBLEa I HEAVY NUT AT BOT. AS SHOWN SHEAR WALL HOLDOWN TYPE SIDED d z PER PLAN & -- SILL PLATE SHEARWALLS) --_-� a a a a o TYP. HOLDOWN HOLDOWN ANCHORAGE SCHEDULE, ANCHOR BOLTS PER NOTE 4, 5 TO STEEL BEAM CONNECTION 6 AT STEM WALL FOR RUNS 'R6' & 'R7' U.N.O. SEE PLANS FOR MIN. LENGTH BASE COND. BASE COND. 0 S 1 • 0 1 S1.01 18023-05 SCALE' 314" = 1%0" S1.01 SCALE: 314" = 1'-0" X_SHEARWALL SCHEDULE -- 1E023 0 V 8 DEFERRED SUBMITTALS FOR STRUCTURAL COMPONENTS S PRoffs SPECIAL INSPECTION PROGRAM UNLESS NOTED OTHERWISE, ENGINEER OF RECORD (EOR) SHALL REVIEW DEFERRED rn �C �� GINE4f�O2re- ITEMESTABLISHED PER 2012 IBC (2014 OSSC) SECTION 109 & CHAPTER 17 SUBMITTALS PRIOR TO SUBMITTAL TO THE BUILDING DEPARTMENT. 3 o 13,089 l ITEM I PERIODIC COMMENTS '' TYPES OF WORK COMMENTS a wm, 1110 'V GENERAL STRUCTURAL INSPECTIONS AS REQUIRED BY SECTION 109 OREGON SEISMIC ROD HOLDOWN SYSTEM SHOP DRAWINGS & STRUCTURAL CALCULATIONS i GNQS � FOOTING AND FOUNDATION REINFORCEMENT BY BUILDING OFFICIAL w SOT C y 1 1 , ��Q� SLAB RHNFORCEMENT BY BUILDING OFFICIAL ROOF PRE-FABRICATED WOOD TRUSSES SHOP DRAWINGS & STRUCTURAL CALCULATIONS W z yy MERRl�� WOOD FRAMING BY BUILDING OFF/GAL a 0 FINAL INSPECTION BY BUILDING OFFICIAL RTU TO CURB ATTACHEMENT SHOP DRAWINGS & STRUCTURAL CALCULATIONSlal I EXPIRES: 12-31-20 1 STEEL STOREFRONT SYSTEMS AND ANCHORAGE SHOP DRAWINGS & STRUCTURAL CALCULATIONS MATERIAL VERIFICATION OF/-UGH STRENGTH X REFERENCE APPLICABLEASTM MATERIAL •r�i� • u) E CORNER SIGNS AND MOUNTING SHOP DRAWINGS & STRUCTURAL CALCULATIONS z ° BOLTS, NUTS,AND WASHERS SPECIFICATIONS;AISC 360, SECTION A3.3 E'� Oo • N o 14GH STRENGTH BOLTING X IBC 1704.3.3,AISC LRFD SECTION M2,5 PRE CAST TREADS (CONTINUOUS INSPECTION FOR SLIP CRITICAL) SHOP DRAWINGS& STRUCTURAL CALCULATIONS o. ` MATERIAL VERIFICATION OF STRUCTURAL PRE CAST CONCRETE DECK PANELS W 0 IBC 1708.4,ASTMA 6,ASTMA 568 SHOP DRAWINGS& STRUCTURAL CALCULATIONS t STEEL CIC O c COMPLIANCE OF S i t-H FRAME JOINTS TO X fBC 1704.3.2 PROGRAM FOOTNOTES: = o CONSTRUCTION DOCUMENT DETAILS 1. DEFERRED SUBMITTAL ITEMS SHALL NOT BE FABRICATED, INSTALLED OR OTHERWISE m CONSTRUCTED IN PLACE WITHOUT FIRST HAVING THE PLANS OR SHOP DRAWINGS 0 c WADING:STRUCTURAL STEEL REVIEWED BY THE EOR AND THE BUILDING OFFICAL. W o O MA IEI'AL VERFICATION OF WELD FILLER AISC 360,SECTION A3.5 2. DEFERRED SUBMITTAL ITEMS SHALL HAVE DRAWINGS & CALCULATIONS STAMPED BY AN ENGINEER IIS -.- v MATERIALS REGISTERED IN OREGON AND SHALL BE DESIGNED USING THE 2014 OSSC. — - COMFLEiEANDPARTIAL PENETRATION X 3. NON STRUCTURAL DEFERRED SUBMITTALS SUCH AS ARCHITECTURAL, MECHANICAL, = 0 SINGLE PASS FILLETS 5116" X SPRINKLER AND FIRE ALARM SHALL BE PER PROGRAM SHOWN ON ARCHITECTURAL 0. IBC 1704.3.1.AWS D1.1, DRAWINGS. MULTIPASS FILLET WELDS X ilg SINGLE PASS FILLETS G 5/16" X X_DEFERRED SUBMITTAL - 18023 0 AWSD1.3 N WELDED STUDS X IBC1704.3 WOOD STUD WALL SCHEDULE: 1- 4, CONCRETE REINFORCING SIZE AND PLACEMENT X ACJ 318: 3.5,7.1-7.7 < N VERFY USE OF REQUIRED DESIGN MIX X IBC 1904.2.2, 1913.2-3;ACI 318: CH.4,5.2-5.4 ROOF = 0 PRiBPERATION OF TEST SPECIMENS X ASTM C 172,ASTM C 31,ACS 318:5.6,5.8 j///j�� j�---STUDS AT Z = CONCRETE PLACEMENT X IBC 1913 6-8,ACI 318: 5.9, 5.10 4TH FLR HATCHED N MAINTENANCE OF SFEGFIED CURING 3RD FLR ///�// // LEVELS 0 4- `n X IBC 1913.9,AG 318:5.11-5.13 o TEMPERATURES AND TECHNIQUES 2ND FLR `// %//� W EPDXY OR ADHESNEANCIHIOR PLACEMENT X PER ICC REPORT REQUIREMENTS Pi BLDG DIAGRAM J m I IXPANSION OR SCREW ANCHOR PLACEMENT X I-U ICC REPORT REQUIREMENTS Q,1ST FLR .7,/ �j///// y 0 NOTE THE SPECIAL INSPECTION PROGRAM FOR SOILS IS PER THE GEOTECHNICA L. CORRIDOR, DEMISING/ INTERIOR c o ENGINEtN, REFERENCE IBC 1704.7, 1704.8,AND 1704.9. LEVEL STAIR, & EXTERIOR UNIT BEARING NON-BEARING °' i.0 ELEV. WALLS WALLS WALLS PARTITIONS 2x @ 1'-4"0/C 4TH FLOOR 2x6 @ 1'-4"0/C 2x6 @ 1'-4"0/C 2x6 @ 1'-4"0/C (SEE ARCH. FOR DEPTH) r 2x @ 1'-4"OIC 0 3RD FLOOR 2x6 @ 1'-4"0/C 2x6 @ 1'-4"0/C 2x6 @ 1'-4"0/C (SEE ARCH. Z FOR DEPTH) - 2x @ 11-4"0/C CO 2ND FLOOR 2x6 @ 1'-4"0/C 2x6 @ 1'-4"0/C 2x6 @ 1'-4"0/C (SEE ARCH. CN D FOR DEPTH) (V O 2x6 @ 1'-4"0/C 2x6 @ 1'-4"0/C 2x6 @ 1'-4"0/C 2x @ I-4"0/C 1ST FLOOR (SEE ARCH.U.O.N- PER PLAN U.O.N. PER PLAN U.O.N. PER PLAN FOR DEPTH) N J PROGRAM FOOTNOTES: Z O m 1) REFER TO SHEAR WALL&HOLDOWN SCHEDULES FOR ADDITIONAL STUDS/POSTS AND 3x EDGE PANEL STUDS. 0 Q 2) ALL WALLS ARE PER THIS SCHEDULE UNLESS NOTED OTHERWISE ON THE PLANS. * a3) SEE STRUCTURAL NOTES FOR STUD SPECIES AND GRADE. (L/ Ce 4) AT PLUMBING/MECHANICAL/ELECTR. LINES, SEE 4/S4.02 FOR WOOD BORING AND NOTCHING REQUIREMENTS. 5) ALL POSTS AND JAMBS SHALL BE RUN CONTINUOUS DOWN TO THE FOUNDATION PER DETAIL 3/S4.02. 0 < O LL I- 6) I 1 DENOTES UNIT BEARING WALLS. _ LL W 7) WHEN WALLS STACK FROM LEVEL TO LEVEL ALIGN WALLS STUDS ABOVE AND BELOW, u I < x_S .,� w;,,,_ SCrIED.�XS -- 8.02Ce W O ~ HOLDOWN SCHEDULE: U LL CC MK HOLDOWN ANCHOR MIN. W OR STRAP ROD DIAM. POST NOTES V i UJ Z Cl- SEE 8/S4.03 FOR O CO I- H5 HDU5-SDS2.5 5j8 " (2) 2x6 ANCHORAGE It DETAILS 0_ Q NOTES LU V) >- 1) SEE GENERAL NOTES FOR ANCHOR ROD STRENGTH 0 F-- AND SPECIES OF WOOD POSTS. 0% Z 2) REFER TO MANUFACTURER FOR INSTALLATION NOTES. 0 D 3) SOME HOLDOWNS LISTED MIGHT NOT BE USED FOR C THIS PROJECT. C X_SIMPSCN HOEDOWN SCHEDULE - 18023 0 U STRUCTURAL SCHEDULES TMR PROJ NO. 18023 z 02.28.2019 0 U, L D AA PERMIT REVISION #1 o 04.29.2019 A ADDENDUM #1 u 05.17.2019 m 0 0 Li, I- Z 0 O 7 U U w H U V s r I Z O a v 0 5 1 • 02 y, r d O U 8 Y S��IUCTUAq� �� 60 ii )9 BASEMENT FOUNDATION PLAN KEYNOTES: g �\``vto PNOffssioy 0 0 0 1. 4"CONCRETE SLAB WITH#3 @ 1'-6"0/C EACH WAY OVER CRUSHED 314" MINUS AGGREGATE BASE !fl13,089 y I I I I I PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. PROVIDE FLOOR JOINTS @ 15'-0" 1 w Nip1 0/C MAX EACH WAY PER 13/S3.01, (COORDINATE WITH ARCH.). VAPOR BARRIER PER ARCHITECT. OREGON I 2. HSS 5x5x1/4 POST. l �i�0 Gl °�r 1 1, � y`' ----\ 3. FOOTING TO CUT BACK AT SENSITIVE LANDS DESIGNATION LINE. i j''Y MERR0-1- i I I I fi4 4. 2x6 D.F. #2 STUDS @1'-4" OIC. � �r - w I EXPIRES: 12-31-20 I - A A 5. 1'-0"O CONCRETE COLUMN, SEE DETAILS 1/S3.04 AND 2/S3.04. r1/�1 6. FOUNDATION VENT PER ARCHITECTURAL DRAWINGS. z I I I 7. NON-BEARING WALL. ` E-.1 o V . 0 NOTES: U • N 0 n - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. o a I I I I I - SEE DETAILS 1/S3.02 AND 2153.02 FOR SUB-SURFACE UTILITY REQUIREMENTS NEAR OR UNDER 111 ,_ _c TYP. CONCRETE FOUNDATIONS. gIC a c = 0 © m IN a 4-0 S3.01 S3.02 / C I I I O I I lir W a 0 aI � /� = 03 ....--- - r - - -L I- - -t_ r - J-- - - -I '. %.„ BB 2 ® 2 U 2 O o N ii. 1 3 s3.O1 S3.01 ' O = a z , N 0Qkb imm N N mg N . Ho. I- T-,c) E T-IC) E -4) _ ....._ ..J ' -1 c.D n ■ 10 a _ � � o 0-3D _ -` SO S3.02 I I I I I B t� CO LO 0 _ � i- - a '1I I I I I © I S3.01 - 0 1-/-F-7 -LJ L_ 1 Li)i o ,,^^T-• - _ _ ° 2 0 2 0 ° 1 V I 53.01 z IQ I 2 I I M D p 501 I Q :-- I 3 O J - I �r 53.01 rNN S3.01 1C2....F.T � � 1 � O IILa , j___" a w r L _.._ .._. - _-J Q 0 I S3.01 �O z m I I � f ILI 4r 0 00a p - - - - L � L I I © * ® o 4 L - � OI IS3.01 04 Ce 53.01 J <t O i 1_9 Q j . _ _ . . ., _ _ , .. . � � L L J v � a �w m O2 0 © o p Is © W O - s3.01 E E ce LL S3.02 L - 1 1 O O S3.01 V TYP. I ® © I Mk S3.04 a L / a. = w W H V H- Z CL I G r - � TYP. 0 5 / O � F�- 0r - J 0 0 ,' CONCRETE FOOTING SCHEDULE: 0 Ing so H I - J r O O (MK) LETH WIDTH DTHREMARKS0 © © © L L / "L" "W' "D" REINFORCING REINFORCING fW L - O 1 2 ---- ___ it cn 10 5 (A) CONT. 2'-0" 1'-0" SEE DETAIL 11/S301 0 I- >- F1 O TYP I s3.o1 {2}#4 x CONT. BOT. --- Z S3.02 I I. �` I l B CONT. 2'-2" 1'-0" --- SEE DETAIL 9/S301 AT EXT. FTG. 0 D dik © r '- 1--J . - F . 4, \ (4)#4 x CONT. BOT. #4 x1'-8"@ 1'-6"0/C BOT. AND 11/S3.01 AT INT. FIG. C 53.01 b ® r - J 1i�fl v� -- - 0 -- --__ © 0 �� 0CONT. 3'-0" 1'-0" 4)#5 x CONT. BOT. #4 x2'-6" 1'-0"OIC BOT. SEE DETAIL 1115301 © ® 9 / 5�• 0 CENTER UNDER HSS,WOOD, OR L - S3.02 p�' (D> 4'-6" 4''6" 1'"4" , _ , O ( O� {5)#5 x 4 0 BOT. (5)#5 x4-0 BOT. CONCRETE COLUMN/POST CENTER UNDER HSS,WOOD, OR 1 O 0 , , \<3 3-0 3-0 1 -0 (4)#4 x 2'-6" BOT. (4)#4 x 2'-6" BOT. CONCRETE COLUMN/POST G �--- - �.. - --- --- BASEMENT 5 CENTER UNDER HSS, WOOD, OR �2 04'-0° 4'-0° 1' 4° FOUNDATION PLAN 0 ,, © © 0 © © / g (4)#5 x 3.-6" BOT. (4)#5 x 3�� _ p 5'-9" 5'-9" 1'-4" 6" BOT. CONCRETE COLUMN 1 POST CENTER UNDER HSS, WOOD, OR Alin L _ _� _ I © O / (6)#5 x 5'-6" BOT. {6}#5 x 5' 6" BOT. CONCRETE COLUMN 1 POST TMR PROJ NO. I O 53.01 © /� --- ---- CENTER UNDER HSS,WOOD, OR 1 8023 OI / \ 5'-0' 5'-0' 1'-4" (5)#5 x 4-6 BOT. J (6)#5 x 5'-6" BOT. CONCRETE COLUMN 1 POST I NOTES: 02.28.2019 0 - TOP BARS ARE 2"CLEAR FROM TOP OF FOOTING. 0 I- -� O 53.03 I - BOTTOM (BOT.) BARS ARE 3"CLEAR FROM BOTTOM OF FOOTING. - i - J _ W I 1 00 I - - THE THICKER FOOTING GOVERNS AT FOOTING INTERSECTIONS. PLACE ALL REINFORCING FOR BOTH FOOTING AQ PERMIT REVISION#1 4: TYPES AT INTERSECTION. S Q I _ 0 04.29.2019 WHERE THICKENED SLAB FOOTINGS INTERSECT WITH SPOT FOOTINGS BELOW CONTINUE THICKENED SLAB z S3.01 0 r 1 rev � I , - ; ® ADDENDUM#1 B LO �Il, - FOOTING AND REINFORCEMENT OVER TOP OF SPOT FOOTING. 05.17.2419 ° I CO O I I I - I C._3_.)71 - AT ALL FOOTINGS EXCAVATE THROUGH EXISTING FILL FOR BEARING ON UNDISTRIBUTED NATIVE SOIL, GEOTECH TO o I I I 101 [- ` Iilk OBSERVE ALL FOOTING EXCAVATIONS. 2 0' • S3.03 0 VERIFY AND COORDINATE TOP OF FOOTING ELEVATIONS WITH ARCHITECTURAL DRAWINGS, CIVIL DRAWINGS, SITE 0 - - I ,.. L - - - - 4 _ ___ _J LJ L _ i, .,._i__ J . )/' 53.01 - �. _ 0 CONDITIONS, AND OTHER TRADES. o /0 L� - -1- f :7/ - - - - AT ALL RETAINING WALL FOOTINGS, GEOTECHNICAL SPECIAL INSPECTION REQUIRED PRIOR TO INSTALLATION OF o - FORM WORK. DC 1A �`�� I S3.01 I I / I I I I u u '4 r- a / a x 411 0 0/' CI z 8 , NORTH o . 0 BASEMENT LEVEL FOUNDATION PLAN 2' 4` 8` SCALE: 118' -- ' 1 -0' :Immimm. & . 52 . 0 1 S2.01 ' ' 0 0 0 LEVEL 1 FOUNDATION AND FRAMING PLAN KEYNOTES: 8 0 0 -0 t/IN EO \--..____--" ( -..' 6E--- � 1. 4" CONCRETE SLAB IN HATCHED AREA WITH #3 AT 1'-6" 0/C EACH WAY OVER CRUSHED 314" $ V�� YNEEPsf/O�y � 4 h' 9 41110 MINUS AGGREGATE BASE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. '. R y PROVIDE FLOOR JOINTS @ 15'-0`" 0/C MAX EACH WAY PER 13/S3.01, (COORDINATE WITH ARCH.). �_ 13,089 © Q y ! I I I I VAPOR BARRIER PER ARCHITECT. IN 53.01 P11 ur P11 ` 2. 7/8"T&G PLYWOOD APA RATED 48/24, W/GLUE PROVIDE 0.131"0 x21/•" RING SHANK NAILS @ 4" 0/C AV OREGON o P11 � , D P11 EDGES& 1' 0" OIC FIELD. RUN FACE PLYWOOD PERPENDICULAR TO SUPPORTS AND STAGGER END �� I y t '.o �� P11 r � � � I� � „ rr_ � },.� �, JOINTS. BLOCK& NAIL ALL EDGES @ 4" 0/C. �••{ w Oh, � ii�.� `, 3. CONCRETE DECK PANELS PER ARCH. SEE DETAILS 6/S3.04 & 7/S3.04 FOR ATTACHMENT TOi(4 W z y MERON r- ..yr+��r r r rr ` I I I I FRAMING. I EXPIRES: 12-31-20 I rr - - P11 •A\ 4 ` 4. STEEL EMBED PER DETAIL 8153.01 AT ELEVATOR RAIL BRACING LOCATIONS. CONTRACTOR TO �--+ AA _ s COORDINATE WITH SUPPLIER. 5. SEE SHEET S3 03 FOR STAIR FRAMING DETAILS. a SIM. r 1 I I l I I 6. PROVIDE 2x6 STUDS @ 1,-0" 0/C. \ ' �, o O ` o 9 1 P10 7. PROVIDE (2) 1 34x11 78 LVL'S BELOW JAMB. ATTACH TOGETHER WITH (2)0131" 4 0 x3' " NAILS© 1'-6" 0/C. v ■ cA 0 g� S3.04 ._ n 8. PROVIDE SIMPSON 'WPU1.81/11.88' HANGERS EACH END, AT DOUBLE LW:5 PROVIDE SIMPSON d o r r. L J 'HWU3.56111.88' HANGERS. PROVIDE 0.162"0 x2 1'2" NAILS INTO NAILER. W 0 P11 ��1� Pi0 l 9 I I I I c L. D ® 53.01 I 9. 2x10 D.F. #2 WALL STUDS @ 1' 4" 0/C. o = L I . ®1 .1 10. DECK TIE PER DETAILS 4153.04 AND 5/S3.04. o 53.01 1i I D 11.12. SIMPSODE N DOUBLE MSTA24' WITH Z-MAX @ 40 O/CEL JOINTS, SEE DETAIL 71S3.04. 1 9 3 © ® ©TYP. C -_ . vaid 5© 1.. O --' I S3.01 S4.01 I I S3.01 S3.01 I S3.04 U.N.O. I C r ,---‘P10 KC ®4 (R5) ( ) (R5) (R5) 13. HSS 10x4x'4 OUTRIGGER PER DETAIL 10/S3.04. � -- - - �- - : __�_fl +- - r -_---- _ �.,, ,�, , , . f . ,,,,r, - /� NOTES }} 9 ____ 8 0 0 4 0 /-9) \ 0 LEVEL 2 FLOOR FRAMING PLAN KEYNOTES: s v��D PRO fF�f/o2 0 BACK SPAN o 13,089 s4.0 } 1. 1 THICK GYPCRETE 2000 TOPPING OVER /8"T&G PLYWOOD APA RATED 48/24, W/ GLUE PROVIDE � ;; 18 TYP TYP. II I I I 0.131"0 x2 Y2" RING SHANK NAILS 6"OIC EDGES& 1' 0"OIC FIELD. RUN FACE PLYWOOD 2 R4 K!) al PERPENDICULAR TO SUPPORTS AND STAGGER END JOINTS. � OREGON O C44 y r 2. SIMPSON 'CS14'x 12'-0"COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING BETWEEN 51LL1TOP GtY 1 y 2°° �� J _x '' PLIBEAM AND FLAT 2x6 BLOCKING. SEE DETAIL 1/S4.03. PROVIDE(2) ROWS 0.131"0 x2 Y2" NAILS AT 4" r40 5 07 `�1k 1yordwr.�rrrr�.rrr J' i I I I I I 0/C INTO TOP PLATES AND(2) ROWS©6"0/C, STAGGERED, INTO BLOCKING. z MERIN J r- - - t( r I, . 3. SIMPSON 'CS14'X 8'-0"COIL STRAP INSTALLED ON TOR OF SHEATHING BETWEEN TOP w EXPIRES: 12-31-2Q /� /� AC! NT 4.03 / I PLATES/FLOOR JOIST/BEAM/TRUSS. ADD JOIST IF LAYOUT DOES NOT ALIGN JOIST WITH TOP P4 z JAS 1 • 't it ti� PLATES. SEE DETAILS 2154.03. LOCATE STRAP TO AVOID VERTICAL TENSION ROD WHERE NEEDED. PI O k} t',\• g4.O I I I I I PROVIDE(2) ROWS 0.131"0 x2 Y2" NAILS AT 4"0/C INTO TOP PLATES AND INTO JOIST/BEAM. • ,r, E 1 I° \--"fl m •� 1 16 Q 54.04 It 1 14 4. SIMPSON 'CMST14'x 26'-0"COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING ALONG H o tV O 0 JA7 ti P2 53.02 SIM. RIM/BEAM/TOP PLATES/FLAT 2x6 BLOCKING. PROVIDE(2) ROWS 0.148"0 x3 Y4" NAILS AT 3 Y2'0/C •u • ^ } �,'.. 1 l W 18x60_ a. �� ti, ALONG THE ENTIRE STRAP. L1 1 �1---;€1. i' JA3 0411 ll m I 1 I I I 5. SEE DETAIL 121S4.02 FOR ELEVATOR BRACKET PLATE REQUIREMENTS AT FLOOR LINES. LOCATE W r JA2 �,� � �>�` I'J PER ELEVATOR SUPPLIER. o 0v }Ilk 12 13,A�~■� ml 'ei� .y} 6. SEE SHEET 53.03 FOR STAIR DETAILS. m IA2�, + t �' `= r- \NE �+ ® 12 O 7. SIMPSON 'CMST12'x 40' 0"COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING ALONGV Cii C I C I C S4.o1 I S4 01 C S4.01 I C I RIM/BEAM/TOP PLATES/FLAT 2x6 BLOCKING. PROVIDE (2) ROWS 0.148"0 x31/4" NAILS AT 7" 0/C, b a tit Val ft ( 5) (R5) CR4) (R5> \R5> STAGGERED, ALONG THE ENTIRE STRAP.JA7 18x r � H1 H1 H1 H1 H1 H1 H1 H1 H1w � ft► ISI,, !. . 1 1 . 1 _ B5 . 1 . I� _ -, 0,, -- -. ` ,,,, . . _ - - _ _ _ 8. SIMPSON 'CMST14'x 12-0"COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING BETWEEN BEAMSo- 4�` � mo ; OR TOP PLATES. PROVIDE (2) ROWS 0.148"0 x3 Y4" NAILS AT 3 Y2'0/C ALONG THE ENTIRE STRAP.- ` .' 1 R5 6 R6 , _ U - r� 10 ml C4 7 9. HSS 10x4xY4 OUTRIGGER SEE DETAIL 3154.03 AND 4154.03. BB - Jam,_�} sa.oa @ yy I I 0 ' Q I © 1 10. 2x12 D.F.#2 JOISTS RIPPED TO DEPTH AT 2'-0" 0/C. 111 o 1 Mr 7 S4.01 '+ 11. CANOPY SHEATHING SHALL BE 19/32" PLYWOOD APA RATED 40120 NAILED WITH 0.131"0 x2 Y2" NAILS c" it 54.03 03 i 1dell aa c‘i 1 I _ > O t�i H2 \R1 �' R4/ 6 OIC EDGES, 1 0 O!C FIELD. ~ JA7 1 W 14x26 41 �JA1 T� I! B3 - mL •-m 10� cii - k, R4 12. PROVIDE(2) 1 3/4x11 '/8 LVL'S BELOW JAMB- ATTACH TOGETHER WITH (2) 0.131"0 x3 Ya"NAILS @ 1'-6" ` m ��'►_� l- 1-- T y I m� i R5 -=1 W , '- S4.01 R6 -- - OIC. _ > I 1 �� y I L `I -- TT,'63 _ �B3 ': 4-2 r ' }� P2 II 13. PROVIDE SIMPSON 'WPU1.81/11.88' HANGERS EACH END, AT DOUBLE LVL'S PROVIDE SIMPSON a �J i l I ---� JA3 JA2 'HWU3.56111.88' HANGERS. Z (C7)_: 6 .i Ir 1 7 s4.o4 �.: �3-i /I !4 II Q �� 1 '�B4 °l° �I 6 N �+ l4 I 1 " S4.01 r �� ' 'I 14. SEE DETAILS ON SHEET 54.04 FOR SUNSHADE ATTACHMENTS. o TYP. JA2 1. 41• ' �� n TYP. x:`41 V; r ill i 1 1Pr _1 6 I� 1 4 'II i J1 C4 m� �I 15. 2x10 D.F. #2 WALL STUDS @ 1 -4„OIC. W `�P3 1 , C TYPO �' JAy I I �, B3 -‘--C4 B ;I I;I RS a0 = _ 1 _� B3 1 I 16. 1 %4 x 11 '/e LVL ALIGNED WITH CANOPY COLUMN, ATTACH COLUMN KNIFE PLATE TO LVL PER 31S4A3. y � ��',I t - B4�r r�.r -'14�1. C6 ,1A2 C m rt' - '1 _3 C6!M I 5 t 1 4�,� � ►q? r,C4 C6 c," 0 mloy „___ 3 „ / �� r,^I pp I m I'_� -�ri P3 17. FOR SUSPENDED CEILING SEE DETAILS 4/S4.04-6/S4.04. o co 1 'IR ', 7 rf' -1 , ri, p i / , ,, , r• 7"r/r r r r r r r r r ..= -. ChB - �11 B3 / I �� B4 ii 118. CONTINUOUS 2x12 D.F, #2 AT CORNER OF CANOPY. o -�� III -'2 34 �� .1 C\ B3 _ SIM. P3 B v co uo JA2 I C I ® � c\ R4 P3 C D R5 ® R4/ �, R4 D rlr�' © �: =1 f (R5> NOTES: 411) - __---- = R3/ _ m 53.03 ' `�J CR2> 1 - R6 ��53.03 I m v 54.04 © I � - VERIFY ALL CONDITIONS WITH ARCHITECTURAL ;r� J3 I 1/ ca B9 H3 B3 M ODWG JA7 �!J �� m� ( - _ .(1/R4(C4 M m C4ml �� - 0 IA - ALL POST/JAMB CALLOUTS ARE FOR WALLS ABOVE. (ABOVE FLOOR SHEATHING)ALL I I 15 I m �Jl B3 4 0 TYP. BEAMS/HEADERS ARE FOR FRAMING BELOW. (BELOW FLOOR SHEATHING). RUN ALL POSTS AND JA2 _ Z _ JAMBS CONTINUOUS DOWN TO THE FOUNDATION, WITH SQUASH BLOCKING IN JOIST SPACE, PER 7 12 I 4 -C6 B11 F B5 , B3 .- B5 - -.-- - - -,.. H1 B3 I �� .y r -- T �� C12 - �, \ _ r� 411111 ' / 84.0 i DETAIL 3/S4.02. Z l D 42) JA7 ® I P2 u� I = J1 UNLESS OTHERWISE NOTED ALL EXTERIOR WALLS SHALL BE SHEATHED WITH Y2"SHEATHING AND �1 14� t m m R6 . t ,I i 1 II !'� I il= SHOULD BE NAILED/FASTENED PER THE SHEARWALL SCHEDULE AS TYPE 'A'WALLS. ALL HATCHED CNI m _ III �� • ® '� ' �P2 ,I 0 II /'1 ( _I IA3 " JA2 ii® n 8 1 P2 WALLS ARE SPECIFICALLY CALLED OUT AND SHOULD HAVE CONNECTORS AND NAILING PER THE - I I m • m I - ! �Im =� SCHEDULE. t:V O - __®_ _ e�® 1� �;,,.,,,r,, - HEADER JAMB STUDS SHALL BE THE FOLLOWING U.ON.: 0' �JA2�.-` � Y ' B5 54.01 q � �� :To_ J1 - --- --�® 4f- - ' ""'rt- -"I �1 ofH1 OPENING WIDTH LESS 5'-0": (1)2x TRIMMER AND (1)2x KING STUD. LV JQ I ` I I�, 63 ©� �= 0 3 IRO U 5 rC C OPENING WIDTH 5'-0"TO 8'-0": (1) 2x TRIMMER AND (2)2x KING STUD. Z cQ 1 J C- 54.41 R4 O JA7 r I • �_, L I _-- f 1 SEE DETAIL 7154.01 FOR NAILING Q DJA2 t ® �r ® J1 m • 3 oo I __ ' (B\ R4/ _ - SEE DETAIL 5/S4.02 FOR TYPICAL'ATS'WALL CORNER FRAMING REQUIREMENTS, U.O.N. * 0 2 3 ' SEE DETAIL 6/S4.02 FOR TYPICAL'ATS'WALL INTERSECTION FRAMING REQUIREMENTS, U.O.N. _ • m S3.03 C4/ ✓ lH2 C8 I' Ce R5 -- 0' - `' ' 7 � �{ 1' SEE 8/S4.02 FOR TYPICAL INTERIOR WALL TO EXTERIOR WALL FRAMING REQUIREMENTS WHEN 0 la� O JA7 SIM. m1 --= '4,r,,,,, �'4 •_ - �-� ,- - _ 41) HOEDOWNS ARE NOT PRESENT, U.O.N. V tv < W 46) JA2 ''P2 B4B4- ' Q H1 - .__ DENOTES WALLS THAT ARE WITH PRIVATE UNITS THAT ARE BEARING WALLS, SEE FRAMING H Q I 1...._ I S HED LE N HEET 1.`R3, g C U O S S 02 FOR FRAMING REQUIREMENTS AT ALL BEARING WALLS.IA3B3 H4 _ © ILI JA2 L P2 ..A1 I X04 v- 0 10 11 54.01 1W O 2 m P2_; 54.03 TYP. TYP. JA7 J1 TYP. V Ce W JA21-••' J 1 P2- co ' = LJJ m l O I_ Z a- M 5 J1 TYP. _ s4.01 • ;-•------7= g3 P et JA7 P2 Q 0 /D\ ,,9 , 0 J1 to '`,, ' 45) IJJJ )/B i,R4i a °A ^ , _ 0 RS 4 5 �` Z © JA7 3 s4.a1 sa.a1 84.01 = � - - FRAMING LEGEND POSTS FLOOR AT ROOF JOISTS JA2 C _P3 /� f" - _ 0 P1 6x6(2) 2x0ST(SIZET O MATCHT. WAOLR) J2 11 /e LPI 18 @ 2' 0"0/C 84.01 S4.a1 i- -- P2 r� „r, '�r ,r /`,,,,,, Y HEADERS P3 (3) 2x(SIZE TO MATCH WALL) 7 1 JA7 B4 ;J CR4)-., L ( H1 4x6 J3 LVL( 90I 18 @ 1-4"0/C 0 = „ P2 C6 C ' e 2900Fb2.OE) 13/a"x11 /"@1'-0"OIC �4f 44) r H2 4x10 P4 (4) 2x(SIZE TO MATCH WALL) J4 1 Y2'x 5 Y2"' LSL(1.55E) @ 2' 0"0/C (, 1 = H3 6x8 P5 (5) 2x(SIZE TO MATCH WALL) J5 (2) 1 Y2"x 5 Y2° LSL(1.55E) @ 1`-0"0/C �R3� -- 2 H4 4x8H5 3Y2x 11 7 P6 (6) 2x(SIZE TO MATCH WALL) J6 9 Y2" LPI 18 @ 2-0"0/C JA2 � m1 54.01 H6 5 Y2 x 7 Y2/GL L P8 6x8 POST(P.T.AT EXTERIOR) J8 P.T. ?12 H.F. #2 @t-,1"0/C M j I J1 H7 5Y2x10Y2G1 _ I ��,/D �� ;�' /C\ P9 GL 5Y2x7Y2 POST J9 P.T. 2x12 H.F. #2 @ 2 0 O/C LEVEL 2 FLOOR I c p r . 63 R6 R5 H8 53 x 11 /8 GL P10 HSS 5x5xY4 0 JA7 . p2... 2-; P3 P3 FRAMING PLAN Il P11 HSS 5x5xY2 CONNECTORS(SIMPSON STONG TIE} - - - -JA2-�� .,,. ,,,, „ , m B3 I J1 BEAMS C2 ITS' R5] r R5 ,.(1-r, B3 B1 1 3/a x 5 Y2 LVL JAMB STUDS C3 MIT` CD) % �mI �-- JJ = B2 5 Y2 x 9Y2 GL JA1 (1) 2x TRIMMER + (1)2x KING C4 'HU ('HUC`) TMR PROJ NO. Z , m1 ,, R6 B3 3Y2x 11 '/8 GL JA2 (1) 2x TRIMMER + (2) 2x KING C5 HB' - �(� B4 5 Y2 x 11 %GL JA3 (2) 2x TRIMMER + (1) 2x KING C6 GET' 1 $023 JA7 H4 l � P2-' J1 ` ' ' ` B5 5Y2x 11 %8 GL RIM BEAM JA4 D -4_141 1 r�� ` = 66 6 3/a x 13 Y2 GL JA5 (2) 2x TRIMMER + (3) 2x KING C8 GLS'5R/L'(DETAIL 10/S5.D1) (R3) JA C B7 5 Y2 x 12 GL(TREATED) JA6 (3) 2x TRIMMER + (2) 2x KING C9 HTS30C' (TRUSS/BEAM TO STUD) z 02.28.201 9 B8 P.T. 6 x 12 4 . I R5 3 JA7 (1) 2x TRIMMER + 6x6 KING C10 'LSTA24'(TRUSS/BEAM TO STUD) o JA2 B9 6%4 x 15 GL JA8 (1) 2x TRIMMER + (3) 2x KING C11 'HTS30C' (DETAIL 10/55.01) g = i - ,..T C6 - l• f I _____ 610 6 Y4 x 12 GL JA9 (1) 2x TRIMMER + (4) 2x KING C12 NOT USED a Qq PERMIT REVISION#1 JA7 a -r65� ` 0B11 W 10x30 JA10 (2) 2x TRIMMER + (5) 2x KING C13 'LTS12' 0 04.29.2019 JA2 ' `----VII 12 i NOTES: 3 ® ADDENDUM#1 Lk_.'I ? J6 m 1) ALL BEAMS SHALL HAVE SUPPORT POSTS STACKED DOWN TO FOUNDATION SLAB AS NOTED PER PLAN. IF POSTS ARE Id 05.17.2019 z _i ®' _ r' ", >, NOT CALLED OUT DIRECTLY ON THE PLAN PROVIDE STACKED STUDS THE WIDTH OF THE BEAM DOWN TO o JA7h S 11 m y Im - I' 1I m 13FOUNDATION SLAB. PROVIDE MATCHING SQUASH BLOCKING IN JOIST SPACE WHERE APPLICABLE. SEE 3/S4.02. S4.a1 01 2) (D) DENOTES DROPPED BEAM.0 - - 1i0 ' _ -=1---\ - 1. 3) (R) RAISED BEAM OR HEADER. 0 .) H1 B5 - J 4) SEE DETAILS 1/S4.02, 2/S4.02,AND 4/S4.02 FOR ALLOWABLE PENETRATIONS. 2z q Q 5) SEE DETAIL 9/34.01 FOR BEAM TO WALL CONNECTION, UNLESS NOTED PER PLAN. 111 12 rd I S4.01 I 84.01 54.01 I I I I rdu oea p- Lica x 0 0 0 0 0® 10 NORTH (1 \ LEVEL 2 FLOOR FRAMING PLAN 0 2' 4' 8' 1_,1 . SCALE: 1/8" = 1'-0", o I NI a O W S 0 0 (4) (.6 (-9- .P,§ .., �0PR0fFs LEVEL 3 FLOOR FRAMING PLAN KEYNOTES: ,, v\ sl Roc TuRAL � �� fioy 1. 1"THICK GYPCRETE 2000 TOPPING OVER 7/8"T&G PLYWOOD APA RATED 48/24, W/ GLUE PROVIDE y 13.0e9 1 I ! ! I ! I 0.131"0 x2 Yz" RING SHANK NAILS @ 6" 0/C EDGES& 1'-0" 0/C FIELD. RUN FACE PLYWOOD m, lir D ii, AM 0 PERPENDICULAR TO SUPPORTS AND STAGGER END JOINTS. 11 OREGON ® S4•"' H1 Iw 1 ;� 2. SIMPSON 'CS14'x 12'-0" COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING BETWEEN SILL/TOP �4Y 1 , `z°° 4t' r:t.r+Aroir� 0.131"0 raa O l ` PLIBEAM AND FLAT 2x6 BLOCKING. SEE DETAIL 11S4.03. PROVIDE(2) ROWS x2 Y2" NAILS AT 4" T�yy `�� ` ..moi+ .0•��Ar % � I I 1 f I 0/C INTO TOP PLATES AND (2) ROWS @ 6"0/C, STAGGERED, INTO BLOCKING. W z MERRF rrr�� l A-+ C7 } 3. SIMPSON 'CS14'x 8'-p" COIL STRAP INSTALLED ON TOP OF SHEATHING BETWEEN TOP I EXPIRES: 12-31--20 ---- AA p ©1:1111 PLATES/FLOOR JOISTIBEAMITRUSS. ADD JOIST IF LAYOUT DOES NOT ALIGN JOIST WITH TOP i I`11`1 `� D� PLATES. SEE DETAILS 2/S4.03. LOCATE STRAP TO AVOID VERTICAL TENSION ROD WHERE NEEDED. H J� �' J1 I I i I I PROVIDE(2) ROWS 0.131",0x2 Y2" NAILS AT 4"0/C INTO TOP PLATES AND INTO JOIST/BEAM. - , ,n E co M 4. SIMPSON`CMST14 x 26-0COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING ALONG \-1 F-+ o V ° O JA7 �: P2 B3 \ �1P2 RIM/BEAM/TOP PLATES/FLAT 2x6 BLOCKING. PROVIDE (2) ROWS 0.148"0 x3 Y4" NAILS AT 3 Y2"0/C u • c4 t? �r� 63 H4 r \ ALONG THE ENTIRE STRAP. d 0. ja ;00 ��' 1 JA =r P \t1I\I k I i I I Aa 0 5. SEE DETAIL 12/S4.02 FOR ELEVATOR BRACKET PLATE REQUIREMENTS AT FLOOR LINES. LOCATE W c y �� PER ELEVATOR SUPPLIER. ag p c • O JA2 JA2 i C 4 +` Si H1 6. SEE SHEET S3.03 FOR STAIR DETAILS. 0 C4 ._ - m T 1 r I ® 12 © 7. SIMPSON 'CMST12'x 40'-0" COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING ALONG c II .I 63 ti Bg S4o1 S4.01B54.01 I BI RIM/BEAMITOP PLATES/FLAT 2x6 BLOCKING. PROVIDE(2) ROWS 0.148"0 x3 Y4" NAILS @ 7"O/C, W ° v JA7' 1 } (435) I \R5/ /RO/ 4 l H1 H1 \R5) H1 I H1 \R5) H1 H1 I �� STAGGERED, ALONG THE ENTIRE STRAP. _ICD g . I I . H1 - I . HI H1 . I I . R5 „ ~ - _ - ;� R5 ,„, , ,�,, . _ - . _, _ : _ __ _. _ _ - A 8. SIMPSON CMST14 x 12-0 COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING BETWEEN BEAMS it XB3 %' j 41, ^ r"---1.... ', T �� OR TOP PLATES. PROVIDE (2) ROWS 0.148"0 x3 Y4" NAILS AT 3 Y2'OIC ALONG THE ENTIRE STRAP. = a I ��C4 _ 7 R5 r f-� R6 9. SEE DETAILS ON SHEET S4.04 FOR SUNSHADE ATTACHMENTS. - B B JA2 . y f f g • I B4 110. 2x10 DF. #2 WALL STUDS @ 1'-4"OIC.gillliD.' i +� I IP ) 0 -' S© f B3 •�r . \ 5 - 5a.01 NOTES: cv JA2 .1 `-,r'• 63 1 /B B 54.01 I JA7 4 B4 '+ 1441 I J4 J1 \R1 == R4/ - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWG �, JA3 P2 JA2 m g3 m m 10 ;t B- - ALL POST/JAMB CALLOUTS ARE FOR WALLS ABOVE. (ABOVE FLOOR SHEATHING)ALL 4 0 Ow C R5 r P2, 0 '' 5a D1 1R6 P2- CR4� BEAMS/HEADERS ARE FOR FRAMING BELOW. (BELOW FLOOR SHEATHING). RUN ALL POSTS AND = ank 0 1 6 TYP B - � c TMP' f ' J1 H2 n J1 JAMBS CONTINUOUS DOWN TO THE FOUNDATION, WITH SQUASH BLOCKING IN JOIST SPACE, PER il°A I - I IO I 8� sa.oi l ] ��B4 rte, I JA3 mlJA2 n i ( alo DETAIL 3154.02. Z_ 1 , J1 • 1.±_.1 J1 I - UNLESS OTHERWISE NOTED ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2" SHEATHING AND O m Fe) J1 B - J1 I .. SHOULD BE NAILED/FASTENED PER THE SHEARWALL SCHEDULE AS TYPE'A'WALLS. ALL HATCHED F o c4 _ • ! 3 t�'lm A �~ �� I / 4 J1 12 CC �C4 im 2 WALLS ARE SPECIFICALLY CALLED OUT AND SHOULD HAVE CONNECTORS AND NAILING PER THE W M 63 B3 B3----, B3- '- SCHEDULE. JA7 31 � � _ - P3 f S4.01 / S4.01 = I: . - I pk: H a Aa Ifili r�r C4-co ��m_C4 C,6 1 ( 1 n �4vl �i.�� c,�C4 C6 p� - HEADER JAMB STUDS SHALL BE THE FOLLOWING U.ON.: W 111 �.r+'�"�.•��rrr�� B3 m I�) J B5 / r- L� m RIP/ m . .1 4C 0 EB OPENING WIDTH LESS 5'-0 (1)2x TRIMMER AND(1) 2x KING STUD. CO -P2 JA2 B� C12 I �B B3 SIM. IlEr (, •P3 B4' IR OPENING WIDTH 5'-O"TO 8'-0": (1)2x TRIMMER AND (2)2x KING STUD. v ao 2 le __ _.---- - ____---- JA2 B I ® R4 c"' B g( ) F5 R4jJ 1 _ B B B5EE DETAIL 71S4.04 FOR NAILING 34 0 - ImQ . R6 m R6 , 0 _ rr 7 I _ 53.03 J5 - R 0 63 ss.Da B3 j , m - SEE MASONRY VENEER LINTEL SCHEDULE ON SHEET S1.01 FOR LINTEL REQUIREMENTS AT l i B I. ' ' ' . - ,' ' ' - - - OPENINGS WITH BRICK VENEER ABOVE.JA7 .+ I -P2 � I -� r JA2 �II ® I 10 ' B3C4 MI m C4 B� I ; ! - SEE DETAIL 5154.02 FOR TYPICAL'ATS'WALL CORNER FRAMING REQUIREMENTS, U.O.N. © 3 \ J =fi.""'�- 4 } . © 0,^ it-S1.2 I C12 � B5 _ H1 54.01 1 (4 S� - SEE DETAIL 6/S4.02 FOR TYPICAL'ATS'WALL INTERSECTION FRAMING REQUIREMENTS, U.O.N. V B JA7 - P2 JA2, j J1 I i m B3 ' P211 Pz 2cc J1 i - SEE 8/S4.02 FOR TYPICAL INTERIOR WALL TO EXTERIOR WALL FRAMING REQUIREMENTS WHEN (R2)JA7 JA3 B4 H4 R6 I= - HOEDOWNS ARE NOT PRESENT, U.O.N. N -w / • JA2�l ', -P2 • m 5 m I JA3- i JA2 n 8 1 P2 It I _ 1 :-.. : DENOTES WALLS THAT ARE WITH PRIVATE UNITS THAT ARE BEARING WALLS, SEE FRAMING - Lk 1 r H2 i \ i 12 =i 54.01 SCHEDULE ON SHEET S1.02 FOR FRAMING REQUIREMENTS AT ALL BEARING WALLS. N O JA2 �� ml I; ® `� B5 1 J1 ITYP. J'�1 -- tri ,,,, ,ll, ,,,,,,fid CoLJJ 0 t�4-,--- !a , , , , , ,wr.,; -B - Sao1 Hi C- N Ce J ® 63 ©� Ili � 3 I .'° Fpm \ JA7 e C l �// ! -- R4 00 0 m B I E i D _ - - JA2-- e--.13 -, 3 m 16 I a 3- © R4 r 2 0 ° co 53.03 Q 54.01 2ot I 54.01 IC Q 0 T �' f;4 R5 3, , , -- „ ijCO 0 0u_ I- uj JA7 � SIM. mi ` „ f, a„ _ (, /B • JA2 I__0 Hi H1Hir�• H1 Q (n-T }B \R6/ JA33 . H4_P • R31 CR4� © }- JA2 • W O P2 3A2 I I 2__/, ; = 54.01 IL C c JA7- 6 , ,,-- uv) cc ' J 1 s4.01 TY P. �- W W JA2- o_ I- Z TYP. cr, m I V }- 0 _ '. 00 • 5 Sa 01 1,_,..,ft___B3 P2 P2 211 , 0 t so CY JA7 Q 0 Lk- - - �.,,,,,,, , , ,, ,,,,,,,,✓• J1 0 m ' i ` 0 -� D W JA2-ter B Q ', m , H ,� OA ;� RE ! 0 Z L ` d p • ; :. 4 5 o JA7 © 54.01 _, 54.01 84.01 rI POSTS FLOOR AT ROOF JOISTS s4.01 JA2 I- S4.01 11-133-;:.3 FRAMING LEGEND P1 6x6 POST(P.T.AT EXTERIOR) Ji 11 7/e"LPI 18 @ 2'-0"OIC co ,,,,,,,i,,,., HEADERS P2 7 / - 0 (2) 2x(SIZE TO MATCH WALL) J2 11 /� LPI 18 @ 1 4 0/C x 2 B4 C3 i m��- f!� Hi 4x6 P3 3 " -7 " u JA7- .. � - \R4, B (3) 2x(SIZE TO MATCH WALL) J3 LVL(2900 Fb 2.OE) 1 /a x 11 /a @ 1-0 0/C 0 H2 4x10 P4 (4) 2x(SIZE TO MATCH WALL) J4 1 Y2"x 53/2" LSL(1.55E) @ 2`0"0/C U 4 (P4) ' z H3 6x8 P5 (B) P3 - H4 4x8 (5) 2x(SIZE TO MATCH WALL) J5 (2) 1 Y2"x 5 Y2" LSL(1.55E) @ 1-0"O/C P6 (6) 2x(SIZE TO MATCH WALL) J6 9Y2" LPI 18 @ 2-0"0/C R3 2 H5 3 Y2 x 11 '/a GL P7 4x6 POST(P.T.AT EXTERIOR) J7 2x10 @ 2'-0"0/C JA2-- r J1 mi J1 Sa.01 H6 5 Y2 x 7 Y2 GL P8 6x8 POST(P.T. AT EXTERIOR) J8 P.T. 2x12 H.F. #2 @ 1'-4"0/C H7 5Yz x 10Y2 GL P9 GL 5 Y2x7 Y2 POST J9 P.T. 2x12 H.F. #2 @ 2'-0"0/C B �� (B) H8 5 Y x 11 %e GL LEVEL 3 FLOOR 153 ^ m : R5 P10 HSS 5x5xYa FRAMING PLAN P11 HSS 5x5xY2 JA7 �-' c., 2 g3 P2 J1 CONNECTORS (SIMPSON-STONG TIE) 0 - - - ,y. / ,,. mfE - C2 'ITS' JA2 t R5 R5 7j C BEAMS t I B3 %/ B m I A-- j = Bi 1 3/x 5 Y2 LVL JAMB STUDS C3 'MIT' I a ml ' R6� " 1 B3 3x 11 %g GL JA2 (1) 2x TRIMMER + (2)2x KING C5 B2 5Y2x9Y2GL JA1 (1) 2x TRIMMER + (1)2x KING C4 HB,('HUC') SMR PROJ NO. JA7 - �� B4 5x 11 %g GL JA3 (2) 2x TRIMMER + (1)2x KING C6 'GLT' 18023 H17_14.4 �� B5 5 Y2 x 11 %g GL RIM BEAM JA4 (2) 2x TRIMMER + (2) 2x KING C7 'DSC5R/L'(DETAIL 10/S5.01) 43) _JA< B6 6 3/ax 13 Y2 GLJA5 (2) 2x TRIMMER + (3) 2x KING C8 GLS' z B7 5 Y2 x 12 GL(TREATED) JA6 (3) 2x TRIMMER + (2)2x KING C9 'HTS30C (TRUSS/BEAM TO STUD) zo 02.2$•2019 1 YP.�01 4 I m g ,�, 1...<1) B8 P.T. 6 x 12 JA7 (1) 2x TRIMMER + 6x6 KING C10 'LSTA24' TRUSS/BEAM TO STUD) R5 B9 6 3/a x 15 GL JA8 (1) 2x TRIMMER + (3) ac KING C11 'HTS30C' (DETAIL 10/S5.01) T JA2= _ �- C6 1 I -1 B5 II 1 B10 6 3/a x 12 GL JA9 (1) 2x TRIMMER + (4) 2x KING C12 NOT USED A PERMIT REVISION#1 - " " ""'• IIIB11 W 10x30 (5) p 04.29.2019 JA7 - w►y JA10 (2) 2x TRIMMER + at KING C13 'LTS12' _ B �� 1 i 1 ml 1 I NOTES: 3 ADDENDUM #1 (B) `-- ,I 1) ALL BEAMS SHALL HAVE SUPPORT POSTS STACKED DOWN TO FOUNDATION SLAB AS NOTED PER PLAN. IF POSTS ARE 05.17.2019 z _ J1 R6 I m� II ---- - = J6 0 NOT CALLED OUT DIRECTLY ON THE PLAN PROVIDE STACKED STUDS THE WIDTH OF THE BEAM DOWN TO o JA7 I......„,j OF Q, m 13 FOUNDATION SLAB. PROVIDE MATCHING SQUASH BLOCKING IN JOIST SPACE WHERE APPLICABLE. SEE 3/54.02. V, - _.____,/_,�� 84 01 02) (D) DENOTES DROPPED BEAM. �; __ --- F _ 3) (R) RAISED BEAM OR HEADER. 0 0 r H1 B54) SEE DETAILS 1/S4.02, 2/S4.02,AND 4/S4.02 FOR ALLOWABLE PENETRATIONS. zo A I ® 5) SEE DETAIL 9/S4.01 FOR BEAM TO WALL CONNECTION, UNLESS NOTED PER PLAN. x ✓ ti << D ,-0 AIM ---\ 12 54.01 I 54.01 54.01 I I I I V ce4 Q 1.,; 4 I z 0 0 0 0 0 8 ,I NORTH J I-1 04 0 2' 4' 8' c8, LEVEL 3 FLOOR FRAMING PLAN 2 SCALE: 1/8"= 1'-0" ■ 0 S2 . 044 o u s ��aucTURAc Gip (6Ø� 90 GNry N��pPROfEsfi 0 ° LEVEL 4 FLOOR FRAMING PLAN KEYNOTES: d"�^ O yy M M V �lyGI NE4� 4, - ,,..c.--,' ir 0 1. 1"THICK GYPCRETE 2000 TOPPING OVER 7/8"T&G PLYWOOD APA RATED 48124, W/ GLUE PROVIDE v ls.ass y y I I I I k 0.131"0 x2 Y2'RING SHANK NAILS @ 6"0/C EDGES&1'-0"0/C FIELD. RUN FACE PLYWOOD 1 r w w m, Iii D Ai AUL mi PERPENDICULAR TO SUPPORTS AND STAGGER END JOINTS. OREGON a y ® s4,01 H1 ® _�� 2. SIMPSON 'CS14'x 12'-0" COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING BETWEEN SILL/TOP r GAY i , °a �`� �: yam!i��, ', r� 07 \Q . - PLIBEAM AND FLAT 2x6 BLOCKING. SEE DETAIL 1/S4.03. PROVIDE(2) ROWS 0.131"0 x2/2 NAILS AT 4" W z yy MERI1M - cr��/,r ...---11„..,„,. •�� +,1 IX 1 I I I I 0/C INTO TOP PLATES AND(2) ROWS @ 6"0/C, STAGGERED, INTO BLOCKING. le4a - ` +M V ® 3. SIMPSON AO x 8'-O"COIL STRAP INSTALLED ON TOP OF SHEATHING BETWEEN TOP I EXPIRES: 12-31-20 PLATES/FLOOR JOIST/BEAM/TRUSS. ADD JOIST IF LAYOUT DOES NOT ALIGN JOIST WITH TOP AA 1 iilk PLATES. SEE DETAILS 2/54.03. LOCATE STRAP TO AVOID VERTICAL TENSION ROD WHERE NEEDED. zJA2 1 J1 i � 1 I� s4,ot I I I I I PROVIDE (2) ROWS 0.131"0 x2 Y2" NAILS AT 4"0/C INTO TOP PLATES AND INTO JOIST/BEAM. ' • L E _ Iii________________----- .., 4. SIMPSON 'CMST14'x 26'-0" COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING ALONG \-1 E'+ o o JA7B3 Il RIM/BEAM/TOP PLATES/FLAT 2x6 BLOCKING. PROVIDE(2) ROWS 0.148"0 x31/4" NAILS AT 3 Y2"0/C u . cv 1 2�.\ ALONG THE ENTIRE STRAP. xa 0 • 11.1.....- (.4 0i• �„ 64 H I I I I ! 5. SEE DETAIL 12/S4.02 FOR ELEVATOR BRACKET PLATE REQUIREMENTS AT FLOOR LINES. LOCATE W 1 = ` 1��I -. PER ELEVATOR SUPPLIER. CM 0 c JA2 1 \'J ``' .. 6. SEE SHEET 53.03 FOR STAIR DETAILS. 0 • 1 T 1 C4 12 8 0 7. SIMPSON 'CMST12'x 40'-0"COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING ALONG a c a� 2 , 1 , B3 , I k ® I S4.03 ! 0 6,4,03 I RIM/BEAM/TOP PLATES/FLAT 2x6 BLOCKING. PROVIDE(2) ROWS 0.148"0 x3 Ya" NAILS AT 7"0/C, W 0 0 _ r A A A S4.a1 sa.ai A 1 , �� mR5) CR5) �R4) (Fi'-5) (H5) STAGGERED, ALONG THE ENTIRE STRAP. 0 JA7 1 1 ` .l 10 B I I H1 . 1 . H1 HI . I . B5 H1 H1 „ I H1 H1 _I_ H1 H1 ., - ��r�+�r; _ fallyi6;.�R5 _ .,.,,, . ,_ �„ ,. --- _ - _ _ c - A 8. SIMPSON 'CMST14'x 12'-0"COIL STRAP INSTALLED ON TOP OF FLOOR SHEATHING BETWEEN BEAMS t �� =-- .B3 I -- iM4gAi�.- -ia,.a . - _ , I = 0 54.0 ywr�� l , �' / it _ OR TOP PLATES. PROVIDE (2) ROWS 0.148"0 x3 Y4" NAILS AT 3 Y2" 0/C ALONG THE ENTIRE STRAP. Q - �- �; 0 i of C4 11 7 f ; R5 5 R6 r = 8 9. 5 Y2x11 7/a CONTINUOUS RIM BEAM. 1313-- JA2�`, 1 � ® 0 I 0 _ lB4 sa.oi II 03 1d. SEE DETAILS ON 54.04 FOR SUNSHADE ATTACHMENTS. c� d, I �0ii• P2 O I 0 S4 of -B 10 / ' NOTES: N � � B3 0 - / ~ JA7 I 1 = a4 H+ " J4rim m 54 01 / O - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWG ag y1 l cp r J1 m m �. � ® - ALL POST/JAMB CALLOUTS ARE FOR WALLS ABOVE. (ABOVE FLOOR SHEATHING)ALL t 0 1.0~ 6 I PFJ + ® i TYP. B3 J1 H1 R6 - BEAMS/HEADERS ARE FOR FRAMING BELOW. (BELOW FLOOR SHEATHING). RUN ALL POSTS AND ?. /A TYP. B3 �- R4 - JAMBS CONTINUOUS DOWN TO THE FOUNDATION, WITH SQUASH BLOCKING IN JOIST SPACE, PER \R6�� iall 7 soil -il I I Cg f 6 j B3 / I ��° l I 41� 1 5a fl3 DETAIL 3154.02. Z . JA2 r Ili I ` I Ot J1 '` '' EOL, 4 - UNLESS OTHERWISE NOTED ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2"SHEATHING AND Q a N c*� 4 r 1\ 0 viti r SHOULD BE NAILED/FASTENED PER THE SHEARWALL SCHEDULE AS TYPE A WALLS. ALL HATCHED a _ xy�m I� r ml 4 12 ' / I I = WALLS ARE SPECIFICALLY CALLED OUT AND SHOULD HAVE CONNECTORS AND NAILING PER THE 1111 JA7 I1 r - B " ` R5 54.01 / 54.01 ±1 B3 B3 I1 SCHEDULE. I ,1.14 ' 1 = C4 _ r�.C4 i.�� P2. II1 yi�11 co N 0® _ _ _ _ _ _cEY � � �,��.• ��y� B4 B5 P2 P2 in m -1 P2 - - HEADER JAMB STUDS SHALL BE THE FOLLOWING U.ON.: S Q M (i: _ `:� OPENING WIDTH LESS 5'-0': {1}2x TRIMMER AND(1)2x KING STUD. �., o 1� - I B JA2Q 1 P2 C12 ` Q B3 SIM. �+ P2 Biz, 4; I�� I B OPENING WIDTH 5'-0"TO 8'-0": (1)2x TRIMMER AND(2)2x KING STUD. V co u� - sri - JA2 I I 0RiP.L f - R4 I m Q� RS B m O • B �I 0 /A\ SEE DETAIL 7154.04 FOR NAILING. 53.01 tik 4 3/ 5 m 3 R4 R.:__ 4 B3 R6 1 53 03 I B30 � m I• H5 - SEE DETAIL 5/54.02 FOR TYPICAL'ATS'WALL CORNER FRAMING REQUIREMENTS, U.O.N. JA7 I -P2 I I L P2 C4 a - m C4 P2 - GO - SEE DETAIL 6/S4.02 FOR TYPICAL 'ATS'WALL INTERSECTION FRAMING REQUIREMENTS, U.O.N. JA2 _' alit 3 1 I Iz B3 KA B3 4 r ' - Q - SEE 8/S4.02 FOR TYPICAL INTERIOR WALL TO EXTERIOR WALL FRAMING REQUIREMENTS WHEN 0 r,, I C12- B5 _ H1 34.01 14) HOLDOWNS ARE NOT PRESENT, U.O.N. _ .I ______(J1 7 _ -- - ^. - -, �I B3 Z JA7I P2 111 (4N2) �_ oi= B47..v311,, IJ= � I J1 I- = M01 CV %'P2A�., m sa.oi 0°ri I r1 1 I (BSI It 1CV O JA2--- I r'KR5/ ' i J1 H2 Lee J1 P. ; J1 �- I °° =I I� I 32.01 N _ B5 I -- --r ____ ,,,,,,I,,,,.,,,Ib Q. TYR ---- w...� --- - H�� T. N uu 0 x , R5 B3 r Q q ! :4.01 Z ce co o(I= 3 �R4 C A) JA7 �' I� 0 R4 O JA2 -� '4/�R5 16 J1 m 3 s4.a1 ;1 ,_i_R4 ! _ * 0 ci In. it .3 OC 2 I 53.03r .. f 4, R5� 54.01 7 _� ,, r Q O / 0 i Q 0,^JA7 SIM. , -� ` VLJ_ Lu =4 . ,H1 H1 H1 Q H1 Q (f� m ' =L- . = 0 r m W 1- �� _ B3 H1 t -P2 LJ Ali © W O JA2�- I m / , = S4.01 S4.01 I. LL "C JA7 t. P2 p2 54 of TYP-6 W W , � , ml V I- Z 5 co 1- i sa.oi . ---B3 J1 0e CX 0 JA7 Q A ' ° ,., ,i,,,,, J1 -, 0 JA2 A_ Q ', 0 ' \R5) i o S� W 4` Z 4 5 O D Aft ti JA;' 3 f _ 54.01 54.01 FRAMING LEGEND POSTS FLOOR AT ROOF JOISTS ^" JA2 M Sa.01 P2 P1 6x6 POST(P.T.AT EXTERIOR) J1 11 %8"LPI 18 @ 2' 0"OIC 54.01 = 11`2. ..l/ ' [/1 / / I -- -- 0HEADERS P2 (2) 2x(SIZE TO MATCH WALL) J2 11 7/8"LPI 18 @ 1-4"0/C 8 JA7 1 �, R4 4 H1 4x6 P3 (3) 2x (SIZE TO MATCH WALL) J3 LVL(2900 Fb 2.OE) 1 3/4 x 11 %$'@ 1` 0"0/C 0 H2 4x10 P4 (4) 2x(SIZE TO MATCH WALL) J4 1112"x 5 Y2"'LSL(1.55E) @ 2'-0'10/C U 54.03 �' R4 H3 6x8 P5 (5) 2x(SIZE TO MATCH WALL) J5 (2) 1 Y2"x 5 Y2'LSL(1.55E) @ 1'-0"0/C A CC P2 H4 4x8 P6 (6)2x(SIZE TO MATCH WALL) J6 9 Y2"LPI 18 @ 2-0"0/C \H5) *' M ± �-' t:, 2 H5 3 Y2 x 11 7/8 GL P7 4x6 POST (P.T.AT EXTERIOR) J7 2x10 @ 2'-0"0/C JA2 �/� ml .� J1 S4.01 H6 5 Y2 x 7 Y2 GL P8 6x8 POST(P.T.AT EXTERIOR) J8 P.T. 2x12 H.F. #2 @ 1-4"0/C TYP. = V/ ��r ' 0 H7 5) x 10 Y2 GL P9 GL 5 Y2x7 Y2 POST J9 P.T. 2x12 H.F. #2 @ 2-0"0/C LEVEL 4 FLOOR OJA7 �' 4 B3 :--‘k R6 %' ® H8 5 Yz x 11 %8 GL P10 HSS 5x5xYa FRAMING PLAN CIO `Y'_P2_ B3 JI P11 HSS 5x5xY2 CONNEC2 TORS (SIMPSON STONG TIE) JA2 R5 R5 C 41:s3BEAMS 3/4 x 5 Yz LVL JAMB STUDS C3 MIT �I I g pp I -4v---,,,,J1 1 I B2 5 Yz x 9Y2GL JA1 (1) 2x TRIMMER + (1) 2x KING C4 'HU ('HUC') TMR PROJ NO. = u I - �- ml ,� R6 z B3 3Yzx 11 7/8 GL JA2 (1) 2x TRIMMER + (2) 2x KING C5 HB' 1 $tJ23 JA7 P2 , B4 5 Yz x 11 /8 GL JA3 (2) 2x TRIMMER + (1) 2x KING C6 GLT' O , H1 - B5 5 Y2 x 11 7/8 GL RIM BEAM JA4 (2) 2x TRIMMER + (2) 2x KING C7 'DSC5R/L'(DETAIL 10/S5.01) \ %�` '�� B6 6 3/4 x 131/2 GL JA5 (2) 2x TRIMMER + (3) 2x KING C8 `GLS' 0 TYP. J Mk e = B7 5 Y2 x 12 GL(TREATED) JA6 (3) 2x TRIMMER + (2) 2x KING C9 'HTS30C' (TRUSS/BEAM TO STUD) z 02.28.201 9 OIEW �01 (4 m i w B8 P.T. 6 x 12 JA7 (1) 2x TRIMMER + 6x6 KING C10 'LSTA24'(TRUSS/BEAM TO STUD) 0 JA2-. ` ® 3 B9 6/4 x 15 GL JA8 (1)2x TRIMMER + (3) 2x KING C11 'HTS30C' (DETAIL 10/55.01) l _ C6 I 810 63/2 x 12 GL JA9 (1) 2x TRIMMER + (4) 2x KING C12 NOT USED Q PERMIT REVISION #1 JA7 ,p ---- ---- ,ter - - ' '' 611 W 10x30 JA10 (2) 2x TRIMMER + (5) 2x KING C13 LTS12' 0 04.29.2019 �- ILLII51 11I 0 =• ml D NOTES: 3 ® ADDENDUM#1 JA2 II J1 A - J J6 m 1) ALL BEAMS SHALL HAVE SUPPORT POSTS STACKED DOWN TO FOUNDATION SLAB AS NOTED PER PLAN. IF POSTS ARE Id 05.17.2019 ®'i' co 'n •' A NOT CALLED OUT DIRECTLY ON THE PLAN PROVIDE STACKED STUDS THE WIDTH OF THE BEAM DOWN TO o I co/- , R5 0 I Q 13 FOUNDATION SLAB. PROVIDE MATCHING SQUASH BLOCKING IN JOIST SPACE WHERE APPLICABLE. SEE 3/54.02. °a JA7 2) (0) DENOTES DROPPED BEAM. I- T 54.01 W 0 1 „v'x;,\ , „: - - - �� } - 0 3) (R) RAISED BEAM OR HEADER. 0 B5 / 4) SEE DETAILS 1/S4.02, 2/S4.02,AND 4/54.02 FOR ALLOWABLE PENETRATIONS. o H1Ala f Q 5) SEE DETAIL 9/S4.01 FOR BEAM TO WALL CONNECTION, UNLESS NOTED PER PLAN. Lucg 0mr I 12 X_FRAMING LEGEND - 1BC23 6j 6 0 ® w S4.03 I S4.01 84.01 1 I I I T 54.03 a 1- OA 4 I 0 0 0 0 , 8 00- 41 NORTH ' 0 .(- LEVEL 4 FLOOR FRAMING PLAN i 2' 4' 1, � 52.05 SCALE: 1/8"= 1'-0" ■ S2 . 05 0 S 2 0 V 8 ii4) 6 9 -NO$ ��+<pPRO�Fs ROOF FRAMING PLAN KEYNOTES: ,� XQ. 1 S/ To -eiscoGI N$e4, y9 „ „ 3 � 13,089• 1. ROOF SHEATHING SHALL BE 19132" PLYWOOD,APA RATED 40120, NAILED WITH 0.13110 x 2 Y2 01 I I I I I I NAILS AT 6"0/C AT PANEL EDGES AND ATI-0" 0/C FIELD. RUN LONG FACE OF PANEL o tiH0. IP PERPENDICULAR TO THE SUPPORTS AND STAGGER END JOINTS. EACH PANEL SHALL SPAN A OREGON H y _ MINIMUM OF (2)TRUSS BAYS. �� oL r goo �� I s5.01 vi y 11, Q� _ C 1 I I I f 2. PREFAB GANG NAIL ROOF TRUSSES @ 2'-0" 0/C. TRUSS SUPPLIER CAN ASSUME ALL EXTERIOR, 44 w z �lyy M ER?..t\- a�~~_ 1 } CORRIDOR, STAIR PERIMETER, ELEVATOR PERIMETER, SHEARWALLS HATCHED AS ,,,f,,,, Q,,, v - 1 1 y AND INTERIOR UNIT BEARING WALLS HATCHED WITH L : ARE BEARING WALLS. a '1 EXPIRES: 12-31-20 1i _1__P1/4"---- C9 I igai 3. PRE-FABRICATED DRAG/GIRDER TRUSS ALIGNED WITH SHEARWALL (DRAG LOAD=250 PLF) SEE • H Y 55.01 I I I I I DETAIL 4155.01. " 51 . \-1 E. ' z Lc= 0E { _ 4. PRE-FABRICATED DRAG/GIRDER TRUSS ALIGNED WITH CORRIDOR WALL. (DRAG LOAD=250 PLF) Q . N U - OVER UNIT ENTRIES TRUSS SHALL BE USED TO SUPPORT PERPENDICULAR TRUSSES. SEE ,. y -Y=--J` • ,----- I. DETAIL 4155.01. d o, y - -�� r=`-'� y I I I I I W o I s _ �`4_=_-i- I 5. SIMPSON 'CS14'x 8'-0"COIL STRAP INSTALLED ON TOP OF ROOF SHEATHING BETWEEN 2x SHEAR o 1 • _•` _ __ . - J i� ' I BLOCKING OR LEDGER AND FLAT 2x6 BLOCKING UNDER SHEATHING OR TRUSS. ADD TRUSS AS o 4 i _ NEEDED TO ALIGN WITH SHEAR BLOCKING. -p of 9 0 - _ i-----11------__© �__ ii:i I I 55.01 I I I 6. SIMPSON 'CS14'x 35'-0"COIL STRAP INSTALLED ON TOP OF ROOF SHEATHING BETWEEN 2x8W oo °`�^ SHEAR BLOCKING AND FLAT 2x6 BLOCKING UNDER SHEATHING. u y _� _ --� H1 H1 HI HI HI - H1 H1 _T-- H1 HI ___1._•ti___F- A 7. STEEL HOIST BEAM. (W 8x10 MINIMUM). SEE DETAIL 5155.01 FOR END CONNECTION. p , _ . ._ _.. ... _ .._ __L TYP. --- y --- 7 I TYPi I I egg = a _ A m = I 11 1 I 1 I I I 8. PRE-FABRICATED DRAG 1 GIRDER TRUSS ALIGNED WITH WALL. (DRAG LOAD=250 PSF)SEE V y B B 1 85.02 i0 55.01 � z---- i' . -t_l � 3 1 I I 0 I ® I 1 DETAIL 4/55.01. a ‘i 1 -- 55.01 .,:l.' ,'r J 1-�f 1 3 I 1 1 x-02 . • I I S I S5.01 I y 9. PRE-FABRICATED GIRDER TRUSS. N H o los • -------- •----.:4_2„)._ - - - .1- _._ 1 4 -•• •-- - -• ' I I I I ___ --..-k:---A j * ,k -- I I I I I 1 -- 1 - 10. ROOF TOP UNIT. MAX. WEIGHT: 1000#PER MECH. DRAWINGS, SEE DETAIL 2/S5.02. MECHANICAL ag I I I_ 3� CONTRACTOR TO COORDINATE EXACT LOCATION AND LOADING WITH TRUSS MANUFACTURER m 1 _s -� -- - i f j lit, I 1i C3 - -1�I ✓ii -f - IL © A = i t _ m -- S5,01 0 AND ARCHITECT. .y 1 � y - -� j 1 I 9 I "r® � - y ►r 11. SOLAR PANELS SUPPORTING FRAME AND ROOF TOP ANCHORAGE BRACKETS PER SUPPLIER. `Y • II I T_ { 4 I 1 i 11 � 2 CONTRACTOR, ROOF TRUSS SUPPLIER AND PANEL SUPPLIER TO COORDINATE SUPPORT LOADS N fi l� -; I I ► 1 C3)--�, I - f-- , , - SUPPLIER TO SUBMIT STAMPED ENGINEERING AND DRAWINGS AS A DEFERRED SUBMITTAL). o I t 55.01 1 1 f1_ Il I I. �1 I 1 SEE DETAIL 4/S5.02 FOR SPECIAL LOADING REQUIREMENTS FOR TRUSSES SUPPORTING ROOF c� I 1 � 1 I I B3 .a 11 11 3 0 1 1 �J - I 1 I I E-► 11 = TOP PV ARRAYS. fW 3 ro I��► , TYP. s5.a1 I 1 I L I -- ..1 TYP. I s, 'c II •• ___ : = _'1 •,�_ -. . __ ... 1 __ ... _IL_ LII T I I _ - I I _ C7_ 69-N I12. ROOF ANCHOR PER DETAIL 1/S5.02 (LOCATIONS PROVIDED BY ARCHITECT, CONFIRM WITH `� _ _ _ _ �� = � - _ _� -. . �- "L _a - 3 _ • - . ..-_-_-_-_..-__F- �_. -_ .- _-1-1 I t- _ -rl O A DIRECTLY SUPPORTING t c� B -+ : ' ROOF ANCHORS ARCHITECT PRIOR T INSTALLATION. ALL TRUSSES DIR SUPPLIER AND ARC E 111:4 - ---- _ r� • l+ C9 __ 8 i 11 63.-- REQUIRE SIMPSON 'HIM' UPLIFT CLIPS Al'EACH END. U m ° 14 - 55.01 2 1 �r 2 1 �2 I 1 © I . 55.01 13. SIMPSON 'CS14'x 20'-0"COIL STRAP INSTALLED ON TOP OF ROOF SHEATHING BETWEEN 2x SHEAR = II { 5.01 NP' I I I_ �� _ -4. i _ _ BLOCKING OR LEDGER AND FLAT 2x6 BLOCKING UNDER SHEATHING OR TRUSS. ADD TRUSS AS A S5 01 {� 5 ` �� - _ {1 `:i .- ► ` rte -c----_-_ - 0 AQ NEEDED TO ALIGN WITH SHEAR BLOCKING. 1 •••••••••••••.•,•.•••••••••Wi• ©� C9 1 4 I I 4 t'4'� •4S4. fy L,`,1 • fi`; • ''.►',"> ' 3 "' j © 14. HSS 3x3xY MECHANICAL SCREEN WALL POST 4'-0"OIC. MAX„ SEE DETAIL 13155.01 FOR HH •:.❖.+❖.:❖:❖:❖:❖.+ I r H1 �I I - . . r - y I `h •, S5.01 !'I [ s5.01 CONNECTION TO STRUCTURE. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAILS. Z •......0....1...4ri -�� 4_.•,_..., -----=•-` t I I I 3 I`+ 4 . ;K. ' • u J LI ' '� <"/ °� 11 ` I ,.;:;:*•:+::441:ai:44N. .. . .•.►r ' .r ��-�, r_ NOTES: 09) i��.i�-��*� 1 I �+ I I . .,, C Lam' - I - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. N D 10 ...+...:i.l 1. I I 7 I ! III, ,•::#:x. . x _ _ _I ♦.•.....f..•♦.a• \ O n.♦111.♦4I:..-....1`►1 _ .4} C13)1_, _ l^ S5.01 55.01 „ ' • , 2 - ALL BEAMS/HEADERS ARE FOR FRAMING BELOW, (BELOW ROOF SHEATHING) SEE DETAIL 7154.01 Ill 1.=/1-i � 9 l 6 11 I I II ! r,. '� '• .F •I!�- -_ _, 1 . I FOR NAILING REQUIREMENTS AT ENDS OF HEADERS. _ s5.D1 ss.Di -- - _J L _ _ /,Stb. �x '... .).I k•;Y r • _J _ ---�- .may. O� tin 2 !i I I -'t -' 1 H1 - ALL WALLS SHALL BE FRAMED PER THE SCHEDULE ON SHEET S1.01. Z OG m I! I i I7 I ► • 4ye 11 _. I a D - - - Ii - _ L .f 004 © 1°� -7 I / I I' • •,7. , 4 I . 4 TYP. f - UNLESS OTHERWISE NOTED ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2" SHEATHING 0 O I� ®./..., Tr TYP - �� I I 55.a1 �I I I s5.o1 �I s AND SHOULD BE NAILED/FASTENED PER THE SHEARWALL SCHEDULE AS TYPE'A'WALLS. ALL 2 0 o III I f 11 II I I � TYP. 11 I I �� HATCHED WALLS ARE SPECIFICALLY CALLED OUT AND SHOULD HAVE CONNECTORS AND NAILING 5 I I II 8 11 I� I I' PER THE SCHEDULE. ` Q O GO ;--1 e r s ! 3 . 55.01A1;1;1 � � - - I 3 \ i - - Zraril` --rt_�-- --- e .' S5.02 �----�1 1 � �;- � �1 �� Y- � �y�� (C9 H1 H1 FI1 }i1 � �"` - G.T. DENOTES PRI;-FABRICATED GIRDER TRUSS. (, � � w ___=__ __=:,_-, , . --...., �� II i�- 1 C9 I 1 - BRACE ALL NON-LOAD BEARING INTERIOR PARTITIONS PER DETAIL 3/55.02. W i 1 " S5.01 SEE DETAIL 5155.02 TO PERSONAL SUSPENSION SYSTEM LOAD REQUIREMENTS. W O ill _ _ �� 1 I zLL r; �1 ' 6 / -.._ II • Y 2 Lu W 4 _ 4 I f I,l � = 15 PSF 1 0 I • V _ Z CoI- . Dg •p [ Ce , co in 0_ 0 - I lprt- ir, "l . ..., „_..., , ._. 15 PSF F r , , II II �� =1 1 W }" OC I l i- 1 .1 ..: 10 PSF I- o• Z _ :: 'C2 I}- I I , _J I 15 PSF i 4'-0,. = 3 I I a © 4 3'-6" 12 PSF © 3'-0" ,, �__--... .._- .95.01 _S5.01 /N��55.01 12 1 I L._±__111-i7' _�_ w 12 PSF 4'-0" FRAMING LEGEND POSTS FLOOR AT ROOF JOISTS S5.o1 i u N" ©� 2 1__ ___ - P1 6x6 POST(P.T.AT EXTERIOR) J1 11 '/8'LPI 18 @ 2' 0"OIC III- 12 t ___ _-___ I I I5 PSF - - • HEADERS P2 (2) 2x(SIZE TO MATCH WALL) J2 11 '/e"LPI 18 @ 1'-4"OIG r -L- _ Y y s.D1 I .r. . i l l 3'-6� 12 PSF H1 4x6 P3 (3) 2x(SIZE TO MATCH WALL) J3 LVL(2900 Fb 2.0E) 1 %a"x 11 %"@ 1'-0"OIC O l - - - H2 4x10 P4 ,,, / - I I r 10 PSF - 4'-0" (4) 2x(SIZE TO MATCH WALL) J4 1 Y2 x 5 Y2 LSL(1.55E) @ 2'-0'0/C (,� - i I I I TYP. I H3 6x8 P5 (5) 2x(SIZE TO MATCH WALL) J5 (2) 1 Y2"x 5 Y2'LSL(1.55E) @ 1'-0'0/C 1 , J L- J 1! I ! 11 H4 4x8 P6 (6) 2x(SIZE TO MATCH WALL) J6 9 Y2'LPI 18 @ 2' 0"0/C I 11- I - - I I 3-0 H5 3 Y2 x 11 %8 GL P7 4x6 POST(P.T.AT EXTERIOR) J7 2x10 @ 2'-0"O/C II , I -, 1 I 55.01 - ' , rl • 1Ii -7 3 I H6 5Y2x 71/2 GL P8 6x8 POST(P.T. AT EXTERIOR) J8 P.T. 2x12 H.F. #2 @ 1'-4"0/C t ii3 j I H7 5Y2x 10 Y2 GL P9 GL 5 Y2x7 Y2 POST J9 P.T. 2x12 H.F. #2 @ 2'-0"O/C i - . - , . -�-� -. I H8 5Y2x 11 7/8GL _ s ®_....\,_ I II i3-6 12 PSF BEAMSP11 HSS 5x5xY2 CONNECTORS(SIMPSON STONG TIE)0 ROOF FRAMING PLAN P10 H- - - - - E-_�._ .-:L*- _ I J . '1 C2 ITS' I -y _. - ! f B1 1 3/4 x 5 Y2 LVL JAMB STUDS C3 MIT' II' I i B2 5Y2x9Y2GL JA1 (1) 2x TRIMMER + (1) 2x KING C4 'HU ('HUC') TMR PROJ NO. Ii in �. 3'_6" 12 PSF B3 3 Y2 x 11 �/8 GL JA2 (1) 2x TRIMMER + (2) 2x KING C5 HB' 3 ' I I 1 I B4 5Y2x 11 '/8 GL JA3 2) 2x TRIMMER + 1 2x KING C6 'GLT' 1 $023 I T '-_Thr-',-- 3y,,,,_ I 4'-q" 15 PSF B5 5 Y2 x 11 /GL RIM BEAM JA4 (2) 2x TRIMMER + (2) 2x KING C7 DSC5R/L (DETAIL 10/S5.01) I - - - - - - I I ' I = B6 6 3/x 13 Y2 GL JA5 (2) 2x TRIMMER + (3) 2x KING C8 'GLS' I - 11 i i 15 PSF B7 5Y2x 12 GL(TREATED) JA602.2$.201 9 I � .1 - � I (3) 2x TRIMMER + (2) 2x KING C9 HTS30C (TRUSS/BEAM TO STUD) z __.. _. B8 P.T. 6 x 126 55.01 __ I JA7 (1) 2x TRIMMER + 6x6 KING 010 LSTA24'(TRUSS/BEAM TO STUD} 9 i _. _ _. ./ •- {�5 -1 Cgs I 4-0 B9 6 3/4 x 15 GL JA8 (1)2x TRIMMER + (3) 2x KING C11 'HTS30C' (DETAIL 10/S5.01) 1 }I �e� �9 � �---�_ ' '- '-- SNOW DRIFT DIAGRAM - ADDITION - B1° W140x30x 12 GL JA9 (1) 2x TRIMMER + (4) 2x KING C12 NOT USED 0. Q PERMIT REVISION #1 I I --- -- I JA10 (2) 2x TRIMMER + (5) 2x KING C13 LTS12 5 1 5 04.29.2019 ,� - 1 5 I 2 TO 25 PSF BASE SNOW LOAD NOTES: 3 ® ADDENDUM#1 4 I ' -1 - 1) ALL BEAMS SHALL HAVE SUPPORT POSTS STACKED DOWN TO FOUNDATION SLAB AS NOTED PER PLAN. IF POSTS ARE u 05.17.2019 I I 52.06 NOT CALLED OUT DIRECTLY ON THE PLAN PROVIDE STACKED STUDS THE WIDTH OF THE BEAM DOWN TO o _ 1-�9 C9 Ar-C9 0 C9� FOUNDATION SLAB. PROVIDE MATCHING SQUASH BLOCKING IN JOIST SPACE WHERE APPLICABLE. SEE 3/S4.02. E 0 J I I I I I 0 2) (D) DENOTES DROPPED BEAM. _ L III11IIIII _ 3) (R) RAISED BEAM OR HEADER. ZH1 H1 4) SEE DETAILS 1/S4.02, 2/S4.02,AND 4/S4.02 FOR ALLOWABLE PENETRATIONS. a 2 5) SEE DETAIL 9/S4.01 FOR BEAM TO WALL CONNECTION, UNLESS NOTED PER PLAN. ot X -RnIwG ',-CND - '8C23 aU I I I S5.01 I I I a ciea x CO 0 0 0 10 NORTH � �� 0 2' 4' 8' 8 ROOF FRAMING PLAN \ ...F_.(2:1 6 SCALE: 1/8" = 1'-0" ■ E2 S2 . 06 d 0 V