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BU P2017 -00268 OFFICE COPY SHEET INDEX -., A N _ Sheet Number Sheet Name E ii RECEIVEIF ExTRA spAcIE TEmpERATL RE GENERALm y o mCi N Q G0.01 COVER SHEET a m m o G0.02 GENERAL NOTES, LEGENDS, & ABBREVIATIONS rtb 1 3 2018 o m Z L3 i G0.03 ARCHITECTURAL SITE PLAN CITY OFT1rA �' W z CONTROLLED STORAGE CR.01 CODE REVIEW PLANBUILDING Z2 0 Lo a MVSIO a ;jr ' o WCIVILUC000 CIVIL COVER SHEET & VICINITY MAP Z oW00C001 CONSTRUCTION NOTES � � Z � o �11123 SW 68th PARKWAY � � N vEy�ED F(]R C002 EXISTING CONDITIONS PLAN Y W � pWm � o ��v� I ARDREC030 TREE REMOVAL & PROTECTION PLAN U n ' z tE COMPLIANCE C050 EROSION & SEDIMENT CONTROL COVER SHEET (p R = wCCPD CwC051 PRE-CONSTRUCTION EROSION AND SEDIMENT CONTROL PLAN = 8 dV ' NE'j CC052 POST-CONSTRUCTION EROSION AND SEDIMENT CONTROL PLAN a 2aC053 EROSION & SEDIMENT CONTROL DETAILS C070 DEMOLITION PLAN C071 SITE GRADING PLAN �,y��rC100 SITE DIMENSIONING PLAN :•;1-wri C'` ' C200 STORM DRAINAGE PLAN & PROFILESeitl ' - aare �rn C300 SANITARY SEWER AND WATER SYSTEM PLAN �C400 SITE PHOTOMETRIC PLAN �; L' tis gs Q C500 PRIVATE SITE CONSTRUCTION DETAILS O .._ . _ C501 PRIVATE SITE AND STORM DRAIN CONSTRUCTION DETAILS OF olt.�C5 ,__-_ , .... C600 TUALATIN VALLEY WATER DISTRICT WATER SYSTEM DETAILS ) -� __ . ,_. DETAILS �,.�� C601 TUALATIN VALLEY WATER DISTRICT WATER SYSTEM = ry1l� _ �,.` _ AIN C602 CLEAN WATER SERVICES SANITARY SEWER DETAILS oc - l�'g, lilt I -_ gin , I Mil I I 111!1 Ii. niitiii� __2___,_,,,_ -___,...„-<_„,,,,,- C603 CITY OF TIGARD ROAD CONSTRUCTION DETAILS �._ , ,o�, • �-,-- Ill Ier iiiii MI . - ' III L100 LANDSCAPE PLAN o - W -7- --1 ii 'I \ I V Z I ._�;: -. ■�� �-max ARCHITECTURAL o ;� IIII ,F17 imilami -- -� 1 t.. f _____ t.�� A1.00 STORAGE UNIT LAYOUT PLANS o o iilt A1.01 BASEMENT FLOOR PLAN o Q a IL - .I I I minr-y--- v � �����__ _ � � Al 02 FIRST FLOOR PLAN - ,. _ A1.03 SECOND FLOOR PLAN 1 ,11.._ ,17, ______ A1.04 THIRD FLOOR PLAN ,. �. ... iliPimit -_ _ ___ A1.05 ROOF PLAN mE _ _�_ A2.01 EXTERIOR ELEVATIONS a a A2.02 EXTERIOR ELEVATIONS TO A3.01 BUILDING SECTIONSom A3.02 WALL SECTIONS r c a .• A3.03 WALL SECTIONS z - T fl O ,- N C A3.04 WALL SECTIONS ' LI O ¢ • A3.05 WALL, FLOOR & ROOF ASSEMBLIESa 2O U , � -- A4.01 OFFICE PLAN, RCEILING & INTERIOR ELEVATIONS - SECOND FLOOR - D A4.02 BATHROOM PLAN & INTERIOR ELEVATIONS - BASEMENT Q cra PERSPECTIVE VIEW _ A4.03 STAIR/ELEVATOR 1 PLANS H C7 �_ A4.04 STAIR/ELEVATOR 1 SECTIONS � 0 7,1 PROJ ECT TEAM A4.05 STAIR/ELEVATOR 2 PLANS Q CI3 8 c,,,a,>=a,ata.., -- A4.06 STAIR/ELEVATOR 2 SECTIONS •V U f OWNER: PR PERTY A4.07 SOUTH ENTRY PLANS & SECTIONS Q -CO L , ., s . .ni ROSEWOOD O CO e Rept&Museum ,,,,,,� Macro Storage, LLC A4.08 NORTH ENTRY PLANS C4 -c E 1 k v,fin°"O"`! ga B el sloe-`" OR 2101 Cedar Springs Rd., Suite 1600 A4.09 NORTH ENTRY SECTIONS c Dallas, TX 75201 A5.01 DETAILS CD U a 'i ,,. 1 , , ,.,,,, ,,,G , Contact: Brandon Cooke A5.02 DETAILS cn �O bcooke@rosewd.comA5.03 DETAILS ." . N U 2 �- a 214-849-9099 !� L �, Phzeirkacy> �`� ._, A5.04 DETAILS r`+Put t- _O N � CONTRACTOR: A6.01 SCHEDULES W 0 N r.ed Meier •. Luh Spate $"a`°`"'g` COLORADO COMMERCIAL CONSTRUCTION, Inc. 0 ci O. .... STRUCTURAL ' a 1 5410 Powers Center Point, Suite 230 50.01 GENERAL NOTES 8= ..1 Colorado Springs CO 80920 w o Contact: Dale Beggs S1.01 FOUNDATION PLAN , Akmor' s,ag,Wong v'aNsd e dbeggs@cocommercial.net S1.02 FIRST FLR FRAMING PLAN [� "" 4 % f1,123.,68thPkrry `Y1.^`w't 719-264-6955 S1.03 SECOND FLR FRAMING PLAN ' W C -i � � S1.04 THIRD FLR FRAMING PLAN �.,� e .; w ARCHITECT: S1.05 ROOF FRAMING PLAN 1 �� la RMG-Rocky Mountain Group >�j 1•T., 19375 Beacon Lite Rd I S1.11 SOUTH CANOPY H 0 44.5 Monument, CO 80132 S1.12 STRUCTURAL FLOOR FRAMING PLANS W f Contact: Keith Moore S1.21 NORTH CANOPY FRAMING J- * P En �man Educ� • KMoore@rmg-engineers.com 53.01 NORTH CANOPY SECTIONS D .,,., 719-203-3321 H S5.02 STRUCTURAL DETAILS W 0 J11 COSY CIVIL ENGINEER: MECHANICAL W I 0 CITY OF TIGARD AKS ENGINEERING & FORESTRY, LLC M0.01 MECHANICAL SCHEDULES & DETAILS I RL" Y Izw: yD FOR CODE COMPLIANCE 12965 SW Herman Rd., Suite 100 M0.02 MECHANICAL SCHEDULES & DETAILS C/ Os� ,r;ar;°S` Tualatin, Oregon 97062 r.w. Approd:K aveOTC: Contact: John Christiansen M1.01 BASEMENT MECHANICAL PLANw i-503-563-6151 M2.01 FIRST FLOOR MECHANICAL PLAN O0 Pcrmi #; M3.01 SECOND FLOOR MECHANICAL PLAN U D ±"'"'''¢"i°" AddreGo qie1� 113 S p .��ti� GOVERNING AGENCIES M4.01 THIRD FLOOR MECHANICAL PLANCt 1Suite #: City of Tigard - Building Division M5.01 ROOF MECHANICAL PLAN Q Vicinity ~ /14 By: --- ,4 Date: cc---.1 !} _ 13125 SW Hall Blvd W Map ' I Tigard, OR 97223 PLUMBING Z ZO 503-718-2439 P0.01 PLUMBING SCHEDULES & DETAILS g 0 NORTH P1.01 BASEMENT PLUMBING PLAN ` . a I If additional governing agencies are required to be P2.01 FIRST FLOOR PLUMBING PLAN `ARCHIENG: KEM involved, it is the responsibility of the owner/ contractor P3.01 SECOND FLOOR PLUMBING PLAN DRAWN' as to contact the proper authorities. CHECKED: KM P4.01 THIRD FLOOR PLUMBING PLAN DATE 2012 IECC INSULATION RES, PRESCRIPTIVE METHOD - CLIMATE ZONE 5B 2012 IECC FENESTRATION REQ'S, PRESCRIPTIVE METHOD - CLIMATE ZONE 5B - BUILDING CODES ELECTRICAL Q 2012 International Building Code E0.01 ELECTRICAL SCHEDULES & DETAILS 01.10.17 2012 International Residential Code # REVISION: DATE: ■ THERMAL ENVELOPE COMPONENT DESCRIPTION R-VALUE U-FACTOR VERTICAL FENESTRATION E0.02 ELECTRICAL SCHEDULES & DETAILS 2012 International Plumbing Code ROOF INSULATION ENTIRELY ABOVE DECK R-25ci FIXED .38 2012 International Mechanical Code E0.03 ELECTRICAL SCHEDULES & DETAILS WALLS, ABOVE GRADE METAL FRAMED R-13+ R-7.5ci OPERABLE .45 2012 International Energy Conservation Code E0.04 ELECTRICAL SCHEDULES & DETAILS 2012 International Fuel Gas Code E1.01 BASEMENT POWER PLAN WALLS, BELOW GRADE CAST-IN-PLACE CONCRETE R-7.5ci ENTRANCE DOORS .77 2012 International Fire Code • E1.02 BASEMENT LIGHTING PLAN FLOOR CONCRETE OVER STEEL DECKING R-loci SHGC SOUTH, EAST,WEST NORTH ANSI A117.1-2003 2011 National Electrical Code E2.01 FIRST FLOOR POWER PLAN SLAB-ON-GRADE UNHEATED SLAB R-10 for 24" BELOW PF<0.2 .40 .40 E2.02 FIRST FLOOR LIGHTING PLAN JOB NO. OPAQUE DOORS SWINGING U-0.37 0.2<PF<0.5 .48 44 Title 15 of the Municipal Code E3.01 SECOND FLOOR POWER PLAN 150912 BUILDINGS, CONSTRUCTION AND PUBLIC E3.02 SECOND FLOOR LIGHTING PLAN ROLL-UP OR SLIDING R-4.75 PF>0.5 .64 .48 IMPROVEMENTS SHEET NOli . r E4.01 THIRD FLOOR POWER PLAN Z E4.02 THIRD FLOOR LIGHTING PLAN GO.41 E5.01 ROOF ELECTRICAL PLAN or \I e OFFICE COPY 4 \ 4 \ ABBREVIATIONS LEGEND MATERIAL SYMBOLS GENERAL NOTES = c L~ � t] � y�d ABBREVIATIONS AND SYMBOLS SHOWN BELOW REFER ONLY TO DRAWINGS PREPARED BY THE ARCHITECT. The General Contractor as well as ALL Subcontractors shall read and understand the General Notes. , .- - : -,1 CONCRETE(POURED IN PLACE) a m ° ABV ABOVE GA GAGE SCH SCHEDULE 1. THE AMERICAN INSTITUTE OF ARCHITECTS STANDARD FORM (AIA DOCUMENT A201, FIFTEENTH/1997 EDITION, GENERAL CONDITIONS = a a AFF ABOVE FINISH FLOOR GAL GALLON SNT SEALANT / //////i PRECAST CONCRETE OF THE CONTRACT FOR CONSTRUCTION), IS HEREBY MADE A PART OF THESE CONTRACT DOCUMENTS, UNLESS NOTED OTHERWISE 0 m Z ACST ACOUSTIC(AL) GPM GALLON PER MINUTE SECY SECRETARY /,,, IN THE AGREEMENT BETWEEN OWNER/TENANT AND CONTRACTOR. ° W ADJ ADJACENT GALV GALVANIZED SEC SECTION .44.4 CONCRETE MASONRY BLOCK(PLAN) C7 ° 1-9c73-1'--1:i.:(-)- AGG AGGREGATE GI GALVANIZED IRON SHTG SHEATHING NORTH ARROW 2. INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE OWNER/TENANT&LANDLORD. Z M (19 Q W z NC AIR CONDITIONING GR GRADE SHT SHEET �, ////////� BRICK Q U w o o AHU AIR HANDLING UNIT GND GROUND SM SHEET METAL 3. ALL DRAWINGS AND SPECIFICATIONS ISSUED AS A PART OF THE SCOPE OF WORK FOR THIS PROJECT; CONSTITUTE THE ORIGINAL I- w w o f ALT ALTERNATE GYP GYPSUM SIM SIMILAR PLAN r,(\\, ,,‘,/ �%1 EARTH AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, RE-USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT Z F Z z 6 W AC ALTERNATING CURRENT GWB GYPSUM WALL BOARD SL SLEEVE NORTH \\ �`��\ \ OF THE ARCHITECT. = I [7 w ALUM ALUMINUM SC SOLID CORE uo ov0 0v0 o GRAVEL 0 Z a r ° AMP AMPERE HBD HARDBOARD SAB SOUND ATTENUATION �nf�nf�jnf �' 4. THE CONSTRUCTION DOCUMENTS ARE BASED UPON INFORMATION OBTAINED FROM THE OWNER/TENANT AS WELL AS OTHERS, CONSISTING Q\ )/ o Z v o ANC ANCHOR(AGE) HDWR HARDWARE BATTS/BLANKETS 1 _ SAND OR GROUT OF THE BASE SHELL BUILDING AND TENANT IMPROVEMENT DRAWINGS IN BOTH ELECTRONIC AND PRINTED MEDIA. OWNER/TENANT IS NOT m Q 4 4 AB ANCHOR BOLT HD HEAD SPF SOUNDPROOF(ING) o ! J - RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION PROVIDE Y W m APPD APPROVED HTG HEATING SPRL SPANDREL to• V..."• RIGID INSULATION a •• •• x APPX APPROXIMATE(LY) HVAC HEATING,VENTILATION SPKR SPEAKER 5. THE GENERAL CONTRACTOR SHALL KEEP ONE COMPLETE SET OF PLANS AND SPECIFICATIONS ON THE JOB SITE FOR THE SPECIFIC PURPOSE re) ,_ W ARCH ARCHITECTURAL &AIR CONDITIONING SPEC SPECIFICATION(S) / X�)CX BATT INSULATION OF RECORDING ACTUAL CONSTRUCTION CONDITIONS, SUCH"PROJECT RECORD"DOCUMENTS SHALL BE PROVIDED TO THE ARCHITECT UPON - `O 5 AD AREA DRAIN HT HEIGHT SB SPLASH BLOCK ( O I _ COMPLETION OF THE PROJECT. COLUMN GRID I// 1-10 n ASPH ASPHALT HC HOLLOW CORE SQ SQUARE REFERENCE f/ //// STEEL 3 ASSY ASSEMBLY HM HOLLOW METAL SS STAINLESS STEEL 6. THE GENERAL CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO ALL OCCUPIED SPACES AT ALL TIMES DURING CONSTRUCTION z y `' AUTO AUTOMATIC HORZ HORIZONTAL(LY) STD STANDARD �/��i FINISHED WOODa WITH IN NORMAL BUSINESS HOURS. ALL SHUT DOWNS MUST BE SCHEDULED WITH OWNER!COTR AT LEAST 48 HRS PRIOR TO SHUT DOWN. AVG AVERAGE H.P. HIGH POINT STSM STANDING SEAM HP HORSE POWER STA STATION 1 SOLID WOOD FRAMING 7- THE GENERAL CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES 3 Z BATT BATT INSULATION HB HOSE BIB ST STEEL SHEET VIEW OR DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS. VIEW REFERENCE WOOD BLOCKING ��D BM BEAM HW HOT WATER STR STORAGE - NUMBER BRG BEARING HR HOUR STGR STRINGER --- 8. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF THE CONSTRUCTION DOCUMENTS OR 4 r:::S:L:•�•:.:'P.::••:•.::a. BEL BELOW HYD HYDRAULIC STRUC STRUCTURE :•:•:+:+:4•:•:•:•:•:•:•:•:-:•:•:•:•:-::• • • ASSUME FULL RESPONSIBILITY FOR COORDINATION OF THE WORK WHEN COMPLETE SETS ARE NOT MADE AVAILABLE TO SUBCONTRACTORS. r : :-sSTONE Ke SCT STRUCTURAL CLAY TILE 1 "':`'•'"":.::''•:- l E. BM BENCH MARK Moore BT BENT SA SUPPLY AIR A1.01 - .__ - ---------= PLYWOOD 9. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT SUPPLIED BY THE r BTWN BETWEEN IN INCH(ES) SUSP SUSPENDED OWNER!TENANT OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF RELATED WORK. Tara o S s, CO BITM BITUMINOUS INCL INCLUDE(ING) SAG SUSPENDED ACOUSTICAL SHEET WHERE / u 1618 • BLK BLOCK ID INSIDE DIAMETER GRID CEILING VIEW IS DRAWN 10. CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER THE ARCHITECT HAS PREPARED THE CERTIFICATE OF SUBSTANTIAL COMPLETION AND BLKG BLOCKING 1NSUL INSULATION SW SWITCH PUNCH LIST AND THE PUNCH LIST ITEMS HAVE BEEN CORRECTED_ THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER!TENANT C)0 BD BOARD INT INTERIOR SWBD SWITCHBOARD MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS, AND"PROJECT RECORD" DRAWINGS WITH THEIR FINAL APPLICATION FOR OF O ff', BOTT BOTTOM INV INVERT SYM SYMMETRICAL DETAIL PAYMENT- BNDY BOUNDARY NUMBER BRCG BRACING JC JANITOR CLOSET SYST SYSTEM DETAIL REFERENCE LINE SYMBOLS 11. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE TENANT, BUILDING OWNER OR LANDLORD. THE WORK J ( BRKT BRACKET JT JOINT TEL TELEPHONE ! 71 ` ' OF ALL TRADES AND VENDORS IS TO BE COORDINATED BY THE GENERAL CONTRACTOR, BUILDING RULES AND REGULATIONS SHALL GOVERN HOURS. z BRK BRICK JST JOIST 23 TV TELEVISION C= o r, BRDG BRIDGING A7.01 12. MANUFACTURES NAMES,TRADEMARK, LOGOS, ETC SHALL NOT BE VISIBLE TO THE PUBLIC. a TEMP TEMPERATURE - - - CENTER LINE " BTU BRITISH THERMAL UNIT SHEET WHERE '"" z TEM TEMPERED o BLDG BUILDING KW KILOWATT DETAIL IS DRAWN 13. GENERAL CONTRACTOR SHALL FURNISH A COMPLETE LIST OF ALL CHEMICALS TO BE USED IN THE PROJECT ALONG WITH THE MATERIAL DATA a o TERM TERMINAL BL BUILDING LINE KIT KITCHEN SAFETY SHEET ON EACH PRODUCT TO THE LANDLORD. A COPY SHALL BE KEPT ON SITE FOR REFERENCE. �"� BB BULLETIN BOARD TER TERRAZZO PROPERTY LINE C� �+ KO KNOCKOUT L] 6 BIO BY OTHERS THK THICK((NESS) DIRECTION SECTION w z OF SECTION 14- THE SCOPE OF WORK OF THE GENERAL CONTRACTOR AS WELL AS ALL TRADES IS TO INCLUDE ALL MATERIALS AND LABOR AS REQUIRED TO 0 (>1E 6' TGL TOGGLE - NUMBER Q �- v,a LAB LABORATORY CUT BUILDING SECTION HIDDEN LINE TOTALLY COMPLETE THE PROJECT FROM INTERFACE WITH EXISTING CONSTRUCTION THROUGH CONFIGURATION AS INDICATED IN THE T&G TONGUE& GROOVEArk d y 3 0 CAB CABINET LB LAG BOLT TO TOP OF REFERENCE CONSTRUCTION DOCUMENTS-ALL WORK SHALL BE COMPLETE AND FUNCTIONAL, CONSISTENT WITH THE DESIGN INTENT AS EXPRESSED IN THESE CIC o o CUH CABINET UNIT HEATER LAU LAUNDRY A1.01 ' m - - - i DOCUMENTS, WHETHER SPECIFICALLY ADDRESSED IN THESE DOCUMENTS OR NOT. ANY QUESTIONS CONCERNING THE COMPLETENESS OF THE TOC TOP OF CURB MATCH LINE J o 00 CAP CAPACITY LAV LAVATORY' TOP TOP OF PARAPET SHEET WHERE WORK SHALL BE ADDRESSED TO THE ARCHITECT PRIOR TO START OF CONSTRUCTION. Q .o CPT CARPET LEN LENGTH TOS TOP OF STRUCTURE/STEEL DETAIL IS DRAWN 3 U U CRG CARRIAGE LT LIGHT T&B TOP&BOTTOM BREAK LINE 15. IT IS THE INTENT OF THESE DRAWINGS THAT EXISTING CONDITIONS TAKE PRECEDENCE OVER THE DIMENSIONED PLANS. CSMT CASEMENT LTG LIGHTING TOPO TOPOGRAPHY CIP CAST-IN PLACE LIN LINEAR TFMR TRANSFORMER DIRECTION SECTION _ 16. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND/OR ORDINANCES' IN THE EVENT OF A CONFLICT BETWEEN THE CI CAST IRON LD LOAD OF SECTION NUMBER CONSTRUCTION DOCUMENTS AND AN APPLICABLE CODE, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ARCHITECT FOR T TREAD 3�2 EXISTING CONTOUR CB CATCH BASIN LDG LOADING TYP TYPICAL CUT 1 I WALL SECTION DIRECTION AND RESOLUTION. FAILURE TO NOTIFY EITHER PARTIES PRIOR TO COMMENCEMENT OF THE WORK, SHALL MAKE THE CONTRACTOR CLG CEILING LONG LONGITUDINAL . REFERENCE RESPONSIBLE FOR ANY CORRECTIVE MEASURES NEEDED TO BRING THE PROBLEM INTO PROPER CONFORMANCE, WITHOUT ADDITIONAL COST " . - 5 CEM CEMENT A1.01 PROPOSED CONTOUR TO THE OWNER OR PROJECT. CTR CENTER N 3 MH MANHOLE UG UNDERGROUND SHEET WHERE 2 F,. CL CENTER LINE UL UNDERWRITERS LABORATORIES DETAIL IS DRAWN 17. ALL INTERIOR GLAZING/GLASS SUBJECT TO HUMAN IMPACT SHALL CONFORM TO STANDARDS SET FORTH BY CHAPTER 24 OF THE 2009 IBC 5" MFR MANUFACTURE �cE CT CERAMIC TILE UNEX UNEXCAVATED FENCE LINE MFG MANUFACTURING DIRECTION ^(--- - {�-' � V o CKD CHECKED UNFIN UNFINISHED 18. SHOULD THE DRAWINGS DISAGREE IN THEMSELVES, OR WITH THE SPECIFICATIONS, OR IF PROPRIETARY INFORMATION DISAGREES WITH W MAS MASONRY OF ELEVATION I-�--1 m CHIM CHIMNEY U.O.N. UNLESS OTHERWISE NOTED ELEVATION PERFORMANCE REQUIREMENTS IN EITHER THE DRAWINGS OR THE SPECIFICATIONS,THE BETTER QUALITY OR GREATER QUANTITY OF THE WORK Z MO MASONRY OPENING NUMBER o CIR CIRCLE UTL UTILITY OR MATERIALS SHALL BE ESTIMATED UPON,AND UNLESS OTHERWISE ORDERED BY THE ARCHITECT IN WRITING, SHALL BE PREFORMED OR O CO CLEANOUT MAT MATERIAL ----- �_ EXTERIOR ELEVATION FURNISHED. SHOULD THE DISCREPANCIES OR DOUBT OCCUR, DO NOT PROCEED WITH THE WORK WITHOUT CLARIFICATION FROM THE ARCHITECT. CD MAX MAXIMUM Al 0 REFERENCE ILI Q a 3 CLR CLEAR(ANCE) MECH MECHANICAL CONTRACTOR SHALL REQUEST CLARIFICATION IN SUFFICIENT TIME TO AVOID DELAYS AND INCREASES IN THE CONTRACT SUM. VB VAPOR BARRIER o 0 a CLO CLOSET MBR MEMBRANE VAR VARIES SHEET WHERE z COMB COMBINATION ELEVATION IS 19. IN CASE OF DISCREPANCIES THE FOLLOWING ORDER OF PRECEDENCE SHALL PREVAIL: COM COMMON MIN MINIMUM VENT VENTILATOR DRAWN A. SPECIFICATIONS REFER TO QUALITY, DRAWINGS INDICATE QUAINTLY. O 0 r COMP COMPRESSIBLE VS VENT STACK B. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. MONO MONOLITHIC VTR VENT THRU ROOF DIRECTION o CONC CONCRETE 1 C. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALED DRAWINGS. H Q C d MG MOTOR GENERATOR VERT VERTICAL OF ELEVATION �_._ ELEVATION CMU CONCRETE MASONRY UNITS MLD MOULDING NUMBER D. SUPPLEMENTARY CONDITIONS TAKE PRECEDENCE OVER THE GENERAL CONDITIONS. VD VU` 0 0.s VEST VESTIBULE 1 °ACU CONDENSING UNIT MTD MOUNTED INTERIOR ELEVATION E. SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL CONDITIONS. VCT VINYL COMPOSITION TILE3 CONN CONNECTION A101 REFERENCE - E CONST CONSTRUCTION VT VINYL TILE 20. SCALE AND DIMENSIONS: ALL DISCREPANCIES SHALL BE REFERRED TO THE ARCHITECT FOR FINAL ADJUSTMENT. CONFLICT BETWEEN TWO OR Q CO 8 g CONTR CONTRACTOR NIC NOT IN CONTRACT VWC VINYL WALL COVERING MORE DIMENSIONS APPLYING TO A COMMON POINT OR LINE SHALL BE REFERRED TO THE ARCHITECT FOR FINAL ADJUSTMENT.THE CONTRACTOR NTS NOT TO SCALE V VOLT SHEET WHERE j •(j f o CJ CONTROL JOINT ELEVATION IS WILL BE HELD RESPONSIBLE WHEN THE ABSENCE OF SUCH PROCEDURE RESULTS IN FAILURE TO COORDINATE COMPONENT PARTS OR FIT THEM Y L CORR CORRIDOR NON-COM NON-COMBUSTIBLE VOL VOLUME DRAWN PROPERLY INTO PLACE. c� CNTR COUNTER NO NUMBER (I Q C CSK COUNTERSUNK ce WSCT WAINSCOT ROOM NAME 21. IF THE WORK IS REQUIRED IN MANNER TO MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK, OR SHOULD DISCREPANCIES APPEAR AMONG I-�-I 0 C OS °' WHYD WALL HYDRANT COV COVERED OFF OFFICE WH WATER HEATER Room name .-CONTRACT DOCUMENTS, REQUEST INTERPRETATIONS BEFORE PROCEEDING WITH WORK- IF CONTRACTOR FAILS TO MAKE SUCH REQUEST, " ` E _ a CY CUBIC YARDS OC ON CENTER/S WP WATERPROOF INC, ED) ROOM INDICATOR NO EXCUSE WILL THEREAFTER BE ENTERTAINED FOR FAIL TO CARRY OUT THE WORK IN A SATISFACTORY MANNER. 00 O e CTL CYLINDER(DRICAL) WATERPROOF(ING, c� 2 OPNG OPENING WSTP WATERSTOP U g a OPH OPPOSITE HAND 22. SHOULD CONFLICTS OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS,CONTRACTOR IS DEEMED TO HAVE ESTIMATED ON THE MOST DP DAMPPROOFING WS WEATHERSTRIPPINGj w OD OUTSIDE DIAMETER FLOOR LEVEL ROOM EXPENSIVE WAY OF DOING THE WORK. UNLESS HE SHALL HAVE ASKED FOR AND OBTAINED WRITTEN DECISION BEFORE SUBMISSION OF CD j DEG DEGREE WT WEIGHT - NUMBER PROPOSAL AS TO WHICH METHOD WILL BE REQUIRED. DEMO DEMOLISH(TION) OA OVERALL WWF WELDED WIRE FABRIC N (3 8 DEPT DEPARTMENT OH OVERHEAD WF WIDE FLANGE i 23. THE WORK INCLUDED UNDER THIS CONTRACT CONSIST OF ALL LABOR, MATERIALS,TRANSPORTATION, TOOLS AND EQUIPMENT NECESSARY FOR THE L cy OHD OVERHEAD DOOR DEPR DEPRESSION WOW WINDOW / CONSTRUCTION OF THE PROJECT, LEAVING ALL WORK READY FOR USE. Frl �- - U.N.O. UNLESS NOTED OTHERWISE DET DETAIL wI WITH F� DIAG DIAGONAL w/o WITHOUT ! 1t ) DOOR INDICATOR 24. ALL WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE BUILDING CODES, ORDINANCES AND REGULATIONS AS ADOPTED BY 0 14 io DIAM DIAMETER PT PAINT(ED) WD WOOD i LOCAL AUTHORITIES HAVING JURISDICTION, COMPLETE WITH UP-TO-DATE AMENDMENTS THERETO. s DIM DIMENSION PR PAIR WB WOOD BASE - o L DISP DISPENSER PNL PANEL WI WROUGHT IRON FLOOR LEVEL 1 DOOR 25. STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING,AND FIRE PROTECTION DOCUMENTS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DOCUMENTS. 8 PAR PARALLEL NUMBER DISTR DISTRIBUTION PBD PARTICLE BOARD THE CONTRACTOR SHALL REVIEW ALL PLANS AND DRAWINGS. IN THE EVENT OF CONFLICTING STATEMENTS, INSUFFICIENT INFORMATION OR ERRORS, DIV DIVISION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OBTAIN CLARIFICATION BEFORE PROCEEDING WITH THE WORK. WORK INSTALLED DWLS DOWELS PTN PARTITION 1t WINDOW INDICATOR WHERE CONFLICTING CONDITIONS EXIST SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE. Y DR DOOR PW PASS WINDOW PVMT PAVEMENT O I DBL DOUBLE 26. THE DRAWINGS INDICATE THE GENERAL EXTENT OF NEW CONSTRUCTION THE DRAWINGS INDICATE THE GENERAL EXTENT OF NEW CONSTRUCTION DN DOWN PERF PERFORATED NEW WORK NECESSARY TO ALLOW FOR A FINISHED JOB IN ACCORDANCE WITH THE INTENTION OF THE DRAWINGS IS INCLUDED REGARDLESS OF J raft OS DOWNSPOUT PERI LAS PLASTERER ® WALL TYPE INDICATOR WHETHER SHOWN ON THE DRAWINGS OR STATED IN THE NOTES. DRN DRAIN PLAM PLASTIC LAMINATE DWR DRAWER 27 WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS ARE TO FACE OF STUD FRAMING, CONCRETE OR DWG DRAWING PL PLATE O KEYED NOTE INDICATOR CMU UNLESS NOTED OTHERWISE. 0 Z OF DRINKING FOUNTAIN PLBG PLUMBING PLYWD PLYWOOD 28- DETAILS NOTED AS"TYPICAL"SHALL APPLY IN ALL LIKE CONDITIONS UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. WHERE NO SPECIFIC Z W POL POLISHED LLI (f) 2 EA EACH PVC POLYVINYL CHLORIDE Name ELEVATION INDICATOR DETAIL IS SHOWN,THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION OF rr��yy EW EACH WAY PDS POUNDS Elevation THIS PROJECT- V z ELEC ELECTRIC(AL) PSF POUNDS PER SQUARE FOOT w 0 ELEV ELEVATION - GRADE OR BUILDING 0 PSI POUNDS PER SQUARE INCH 11 29. WHENEVER AN ARTICLE, DEVICE OR PIECE OF EQUIPMENT IS SHOWN, INDICATED OR REFERRED TO ON THE DRAWINGS OR IN THESE NOTES IN THE J - EMER EMERGENCY CEILING CALLOUT INDICATOR SINGULAR NUMBER, SUCH REFERENCES APPLY TO AS MANY SUCH ARTICLES AS ARE REQUIRED TO COMPLETE THE INSTALLATION. - I- 0 INCL ENCLOSURE PC PRECAST CONCRETE 1'-0"A.F.F. PREFAB PREFABRICATED 30. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE- THE CONTRACTOR SHALL PROVIDE ALL SHORING AND ENGR ENGINEER(ED) LU - ENTR ENTRANCE PREFIN PREFINISH(ED) Z PSC PRESTRESSED CONCRETE CENTER LINE BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THE BUILDING DURING CONSTRUCTION OR MOVEMENT OF HEAVY EQUIPMENT. I- u J 0 EQ EQUAL PROJ PROJECTION EQUIP EQUIPMENT 31. UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURALMEMBER SHALL BE CUT, NOTCHED, BORED OR OTHERWISE MODIFIED EST ESTIMATE I- PL PROPERTY LINE WITHOUT PERMISSION OF THE STRUCTURAL ENGINEER. Z m EXC EXCAVATE 0 DIAMETER J CO U EXH EXHAUST QT QUARRY TILE 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES AND PROCEDURES EMPLOYED IN THE PERFORMANCE OF WORK IN, D EXST EXISTING QRT QUART ON OR ABOUT THE JOB SITE. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL WORK PERFORMED BY SUBCONTRACTORS. < < EXP EXPANSION 1/4 RND QUARTER ROUND EXP EXPANSION QTRS QUARTERS 33. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON OR RELATED TO THIS PROJECT SHALL CONDUCT THEIR OPERATIONS SO LJ•J W THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED AND SHALL COMPLY WITH THE OCCUPATIONAL Z EJ EXPANSION JOINT m + Z EXT EXTERIOR RE REFER TO RAD RADIUS w v, SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR AND WITH ANY AND ALL OTHER APPLICABLE STATE AND/OR LOCAL Q REF REFERENCE SAFETY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND I �Wn w O FOC FACE OF CONCRETE NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND i V o 0 REFR REFRIGERATOR to 0 FOM FACE OF MASONRY ARCHITECT FOR ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. REINF REINFORCE(ING, ED&MENT) FOS FACE OF STUD ' ■ FT FEET RC REMOTE CONTROL 34. PERMITS: BUILDING PERMITS BY CONTRACTOR. SUBCONTRACTORS WHOSE WORK IS NOT NORMALLY COVERED BY THE BUILDING PERMIT SUCH ARCH/ENG: KEM FBGL FIBERGLASS REM REMOVABLE AS ELECTRICAL, MECHANICAL, PLUMBING AND ANY OFF-SITE WORK SHALL OBTAIN AND PAY FOR THEIR APPROPRIATE PERMITS. DRAWN: DWJ FIG FIGURE READ REQUIRED CHECKED: KEM RESIL RESILIENT FIN FINISH(ED) 35. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO BEGINNING DATE FF FINISHED FLOOR RA RETURN AIR CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES OR UNIDENTIFIED CONDITIONS TO THE ARCHITECT FOR RESOLUTION BEFORE ANY WORK IS BEGUN. FG FINISHED GRADE REV REVISIONS 01.10.17 FE FIRE EXTINGUISHER R RISER 36. THE CONTRACTOR SHALL VERIFY CLEARANCES FOR FIXTURES, UTILITIES CONNECTIONS, FLUES,VENTS, CHASES, ETC., BEFORE THE ORDERING OF, OR FEC FIRE EXTINGUISHER CABINET RD ROOF DRAIN INSTALLATION OF,ANY ITEMS OF THE WORK. # REVISION: DATE. FHC FIRE HOSE CABINET RFG ROOFING FH FIRE HYDRANT RM ROOM 37. THE GENERAL CONTRACTOR OR SUBCONTRACTOR SHALL INSTALL ALL FRAMING,ATTACHMENTS AND/OR NAILING PER STANDARD PRACTICE, MANUFACTURER'S FPRF FIRE PROOFING RGH ROUGH RND ROUND RECOMMENDATION AND/OR 2009 IBC. FP FIREPLACE RB RUBBER BASE FPS FIRE PROTECTION SYSTEM 38. THE GENERAL CONTRACTOR OR SUBCONTRACTOR SHALL PROVIDE AND INSTALL BLOCKING,STIFFENERS, BRACING, BACK-UP PLATES, ETC.,AS REQUIRED FIX FIXTURE AT STUD WALL FRAMING FOR SUPPORT OF SPECIAL FIXTURE AND/OR EQUIPMENT. FLSG FLASHING FLR FLOOR 39. CONTRACTOR SHALL VERIFY WITH THE OWNER, PRIOR TO THE COMMENCEMENT OF THE WORK, OTHER WORK TO BE DONE BY THE OWNER OR BY SEPARATE FD FLOOR DRAIN CONTRACTORS RELATED TO THE PROJECT. FLRG FLOORING FLOUR FLUORESCENT 40. CONTRACTOR SHALL VERIFY WITH THE OWNER, PRIOR TO THE COMMENCEMENT OF THE WORK, ITEMS TO BE SUPPLIED BY THE OWNER. JOB NO. FTG FOOTING 150912 FON FOUNDATION 41. THE ARCHITECTS REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM FRM FRAME(ING) DRAWINGS OR SPECIFICATIONS UNLESS HE HAS CALLED THE ARCHITECT'S ATTENTION (IN WRITING)TO SUCH DEVIATIONS AT THE TIME OF SUBMISSIONS FURR FURRED NOR SHALL IT RELIEVE HIM OF RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. SHEET NO. FURN FURNISHED FUT FUTURE O.O2 I + A ► 1C ED 173 t la d.y ❑ ❑ mU N d m ❑ Overlay Information 1S136DA0�40Q IIMIIIIMIMIIIMIIMIIIIIIIMIMIIIIIIIIMIIIIIIIIIEIIMIMEIIIIIIIIW D o0 CO 7 Jurisd :t on: Tigard °n • r\.. . ev\ 7 0 moi---vet-I.1- - .• y City Zor n9 (updated 9/2016): C-G (confirm with Tigard City Planning department) Ik ��1�/ --�• • \ \ (n ❑ e z❑ Within Urban Growth Boundary: Yes �� _ Z re o Within Metro's Urban Service Area (xUpdated July 31st each ca ender year): Yes I, LI \ re a w w o w In Urban Road Maintenance District (Updated July 31st each calendar year): No \ = Z Z_ In ESPD (xUpdated July 31st each ca;ertdar year): i No / :i-0000• -L O I 0 w a W Ground Water Resouce Area: Not located within a Gro.:r>d Water Reso..rce Area It Z r J o Service District for Li titin Assemert Area/zone: Not in an Assesment Area. C.1 cr _ ry U1 $ - a Sanitation D;strtt(Updated July 31st eael ca ender year): CWS �� R � V m m a VI CC C-3 Water District(`Updated July 31st each ca ender year): TVW ,,y________________ ` :� .__ -- 1. 0 N a z Fire District (Updated J::'y 31st each calendar year): TVF&R E - * - _ {-�3 m _ Fire Management Zone: 5990 =!- �A�R - �,e' i'� R u°, Park Distnct: Not In Park D strict �y0� I -- I �!`��,` ' `� North Bethany Plan Area: Not in North Bethany Sub Area w I '-. 7TU 11 7 l �, \ t ¢ ti School District (Updated July 31st each calendar year): TIGARD-TUALATIN , ! \\'\ I Elect,on Precinct: SOS 1 ‘,.*1.9!I.\ 1 i� 3 { Commiss•oner District: 3- Roy Rogers fl . as.� _ r J 209.55' \,� ` � 1 KEt)/I , Assessor Area: 0 �1 ' 31, til 1 "1 ��� 1 ' <7 �1("r Citizen Part c pation Org: CPO-h1 r / I Community Plan Map: COUNTY ' I 3 ` 'I i IE 5 ' A k.a. 0 . h Moore '�' H storic&Cultures Resource Inventory: Not located within a Historic and Cultural Resource Inventory Area �'�� \ I t .,___,• �a A.� n POD Date Zoned: POD:1-9/9/59 �w sith •N , ' ,�� 8 !C# S' C° irr �/ `4 l r !, 11618 ODOT District: 2B 141'0 r I O Plat: WAY LEE Ce^sus Tact: 434700 41 0 I OF } ZG -•\ . Census Block: 1002 ----___- 4 Census Blockgroup: 1 } / r rt -C - Census Geoid: 41. 3, 002 WH JI �. �� r c, Z pcode: 97223 i .. I 19 I 7\ liga ' �� o '.'o Garbage Hauer: Pride Disposal (503) 625-6177 0 .\ I ; ,._ : ,74. 1,7,2 -P R V 1 O S E D I — iii -. 1_- a Garbage Dropbox: Pride Disposal (503) 625-6177 ( i. _ _ _ _ W I a o Thomas Brothers Guide: Page: 555 - Gnd: H3 J I B L U I N G ,� 1,1 o C� = w rrr U A * The data layers used to derive items in the report are assembled from multiple sources. Report items flagged with an asterisk (w) are derived from the taxcode layer maintained try Washington County's Department of Assessment and Taxation Cartography Division. The -• I I - I L^..- I 4. s wz"' taxcode layer is updated once a year on July 31st and may not reflect final/proposed annexations or boundary adjustments. All information should be verified with individual service districts. r' �a I YI e 3 STORY wl r///�' i u`r: z i r 1 _- - - -BASEMENT -' _ Ecc o Q a r O �o I I I c� X 11 33N ; — '7 , di El - Ls] Q__im.' N -1 \ - ' z '1� .`f:7 I ' ..- IE 1 II 1J5f� i !1 # F I : 1 q q I \ G0.03 / -. i U ... ) ... I IQ - Is o U S1 .1 .. 1 �J 'ill 55 t J ,--=j i 7 i -�� h C 14998 I'-0' 16'-0' I'-0' t o i Z o ca -' 11:S-40F2 ca r'�I '11531 — i O oi ,. 17'-4' 4' r -- g ii . . . — - i , I I f (9:W .÷...: Q :.; \ . I 11()94 - , �. 7 I pi 1 1 17 4 7, _ D g?' ',:, 564 METAL GATES r 0 /' / - CC U) 8 • f 11552 114 r� 5 c'r l'13;I . � I CONCRETE FILL " ' 1 /krir � _ �� V 1 � or4cd BOLLARD 1 fg g IIJI °' 1. �-' !1144 h� I / _ { , 1 % eel _ .. .. k3 s' . ;r ii: ‘iiii::c61:4111,40. c-i, ! �' i• G" CONCRETE + i �' r _ SLAB ON GRADE J A \ .\,1k*4 . sity, iiiiiirr_ ___.__ (' ` v1 E E _ a ..__......_. ,7.1 .., \ r„ ,iit / • r ^- -- _�_ ' 8' CMU WALLS ON 1 Qo 7 .il 0 o 1 ,,,, ._ __ ___ f Iff(7/ A 401.____- _ , ,, ..1. .. ,r1 .\ .... . ., . . .. , `1 ' ,l • „,\c o ., CONCRETE TE FOOTING vI (� / ,.d�c';� (/� :017 u' H ' E04.40/10 'tea N § R :cm • . ,. #! PROVIDE 4"fit x 8"W /4f' l 69Dt1 114!4 - DRAINAGE WEEPS .1°1 LJ • , . _ a o • (T, ( 1 . ./ 4. . . rr..: ' i fres - r ' { • / la ilf )1 / 6900 : .r r w ro 1(1 ,�fJ' t m m " • - Stt ' ..0: .../N. ' •--Noil • i- MI\ Parcel Map Mr2 TRASH ENCLOSURE PLAN ;pco ! NORTH GO 03 SCALE. 1/4'' - 1'-0” i I 111111TrAlk 4 �. 41110 \t: ,, , . Q I\ . W N , ,.....:_..,_ \,,. ��1s 11, W , _ ,1 iff.'...1%"/ ill/t‘),Ithl\ I kii Til , (4PT'_ \ : . Ili. \ Ilk fil- 00\ • balfr / • j- ------_ i \\ I . '''. 111114---:"--71IIIIIIIIiIIIIIIIIIIIIIIIh' '1,.4 4 I.e.:..14.... :111.114 lot D OZ • \ \L , efer' 111110 0 0 0 Lik ;- ---- -/ i ---- . _. t Aggil � Cr • i-�,� j i\IIIII41111:1 V KNo Z Z ,. .. I I I I I •I 8'CMU WALL 8 CMU WALL o (PAINTED) o 1 �-- . . . - . �� (PAINTED) I 1110111 - _ 21- U . a \).. NI I I 1 I I METAL GATES WITH �� , �ARCHIENG: KEMC PAD LOCK HASP +'� �� "- � r111iDRAWN: DWJ I -f� IlVilf o I I I I I I I o - =1 = DOUBLE CANE BOLTS _ _ I CHECKED: KM t° o I I I I I I G'CONCRETE FILLED 1° o _ - G" CONCRETE FILLED 4 lt, DATE I I I I I I I HOLLARI?S ) MBf DMIN — _ . . . . . . . . . -_ _ . . . . . . . - I\ BOLLARDS EMBED MIN 7 _ _ _ - - - -----� q q 3G" IN 18'CONCRETE PIER = — . 36" IN 18' CONCRETE PIER f O I l j I I i�- 1 ! -. - - - . I 1 - - - - J 1 �� 7 % # REVISION: DATE: 1 ARCHITECTURAL SITE PLAN I I__1I 4 TRASH ENCLOSURE - EAST ELEVATION 3 TRASH ENCLOSURE - NORTH ELEVATION G0.03 SCALE: 1" = 40'-0" 0' 20' 40' 80' 160' NORTH JOB NO. G0.03 SCALE: 1/4' = 1'-0" G0.03 SCALE- 1/4' = 1'-0" 150912 SHEET NO. G0.03 r i A 0 I Ik e 41 0 En C 2(6 gN > Q 02 U IZ mo 0 CO z /y ❑ a IX C3 2 0 1- Z in LO in :I: IcZ H47C W W ❑ f E Z FZ . m I – � � z 0 o �, W W Qui oIfIZv °o CODE/ LIFE SAFETY INFORMATION m m U m ❑ O tea ° Z PROJECT INFORMATION: Ce m _ i III go © Giea o go o ai. a�n4 $ • �� 4 ; • 10 ADDRESS: 11123 5W 68th PARKWAY � '° � m TIGARD, OR 97223 Al; v a TAX LOT ID: 1S 136DA02400 AA I I I 1 I rt I -I A.0 I I I I ' ^ II I 1 I rt 1 -I LEGAL DESCRIPTION: LOT 2400 WASHINGTON COUNTY MAP 1S 1 36DA 'C S1AIR .1:1 - CODE INFORMATION: `�ZC ® if: I - • : AV 1 IBUILDING PRINCIPAL USE:(IBC 306.3) STORAGE . e �,r 0 u N� I � IIZ z BUILDING OCCUPANCY:{IBC 306.3} S-1 (MODERATE HAZARD STORAGE) E' Moore- o - - ( • - �� I I �` I -i I I o[.r: o • ,CO '-� _ J ,��; � TYPE OF CONSTRUCTION:(IBC TABLE 503) TYPE II-B (SPRINKLERED) 160•$'MAX TRAVEL 1�.- .` /, �` 15-0 WTr 7' ,-_ - �.--r-, I-7.-0 - �� - � �` - ❑ISTANCE J, � � o I � - lI r . • . . B I — — _ — •= 1 1, - B C7 I k. /• F _ 1'_ ,ll11E T1-H — BUILDING AREA PER STORY:(ISC TABLE 503) ALLOWED INCREASE ACTUAL �, 0" . ! i . • f [ • [ ! I I 1 # 1, , I,I C! S-1 (STORAGE) 17,500 SF +200% (IBC 506.3)=52,500SF 29,882 SF(BASEMENT) • 1 G �` I 20T-0'MAXTRAVEL 'I I ; T — — T - lF l,r IN � ti 29,582 SF (FIRST FLR Q l 216'-0"MAX TRAVEL ( ) (' I�T• • • - - ,F - r - , DISTANc�_ -- �' - - i -r - r - , STAN,E_-N. Nr I I 27,708 SF SEC FLR) rr - - - - 135•-6" l - 27,692 SF (THIRD FLR) A - : _ - - ` — — - : - ` - - - I - I C -a B (ACCESSORY-OFFICE/TOILET) 23,000 SF 984 SF (SEC FLR) J o I u )~ I I I4i ! I I : ! I ! : TOTAL BUILDING SF 114,848 SF d o8 D : : I :7; D I I ,$,E, BUILDING AREA PER STORY:(FOOTPRINT) 29,882 SF DC ,_❑ L I r — -r — -ter — Z 1 r — — — n �Q — — r - v - zr r -s - „- - -L •r - - - r - - - -• - -• J r - v - z F— k O r - c3 O n _ � _ _ _ r _ o•M (TRAVEL _ _ _ I BUILDING HEIGHT:(IBC TABLE 503) 2 STORY +1 (IBC 504.2)=3 STORY 3 STORY w/BSMT 0-a L O.L.=101 OCG I : : I �`�I • O.L.=101 occ i I ,• DISTANCE 55 FT +20 FT(IBC 504.2)= 75 FT 45 FT 'D cc z I 'J Q Urn [ I ® . OCCUPANCY LOAD FACTOR: n '- rn rl © i ,r - > - - - _ � - - 75,-.- -_—_,— .: �r,�� _ T - L , ear - _ = T = �r t _'_ 'r _ �—r—� 1 {IBC TABLE 1004.1.2) "' o 165'-0'MAXTRA VEL 75•-p- ' : : h�1 158'-6'MAXTRAVEL —75'-0'— 5-1 (1/300SF) 30,519 5F =102 OCC/FLR x o�q _ l^ ( ' cDISTANCE - - , -� I ! - _� I +=nISTANCE I B (1/100SF-ACCESSORY USE) 984 SF =10 OCC 0 0 0 0 111 ! ! -. ;ro 7 ;'-3' J�`• - - �: I J t ! EXITS:(IBC 1004) REQUIRED PROVIDED I I~�I M S.E: zzro'MAX TRAVEI ! I c 1 [' #I : ISI. .E z21'-o'MAxTw+vEi I [ BUILDING OCCUPANTS: (101 OCC) 2 EXIT 4 EXIT + / -` ii� - • DISTANCE.� - _. Jr - -- - -_ _ _.• - +?_ - _ - '� 5-0 i I*��-- !+ DISTANCE�[� - - �- - - r - I— [ '-O « O _ r�,, 196 �II �,_o - J - - -143"`e J` u L - _ �' �'• _ - - - - 14s•$ J L f J W 1E, [ E. EXIT WIDTH:(IBC 1005)(.3"1 OCC x 101 OCC) 30.3" (36"MIN) (2)72"$� (2)36 _ r, 1 li -el al r� - - - - - - - 12-0 ! I : I 2-0 if TRAVEL DISTANCE:(ICB TABLE 1016.2) r �:�" ��� I : FI - o 1, .'IR 1 I , I 1 _Hid - I _ - 34'-zy 6" — b S-1 250 FT 237_5 FT MAX(SEE CRP) c ® .1 =0STAIR 1 I ,.,,,,._,.._,.. --. .... ._ . _ - G 1' FIRE SUPPRESSION:(IBC 903) YES N FIRE ALARM: (IBC 907-2.4) YES SMOKE DETECTORS:(IBC 907.2.4) YES C • g I I I 1 I I 1 1 I I I I I I I I I I FIRE EXTINGHUSERS:(!BC 906_3) 1/3000 SF 4 EXT/FLR CI – – – -29,582 SF – – – - - - 27,692 SF— E I FIRE FLOW REQUIREMENTS& DURATION (TABLE B105.1 AND B105.2) Z - - a TYPE II-B BUILDING >THAN 113,201 SF AND < 121,300 SF Ur C 7,250GPM REQUIRED (8105.1)X 25% (B105.2) = 1,812.5 GPM MIN REQUIRED LJJ 0 a 1 CODE REVIEW PLAN - FIRST FLOOR NUMBER OF FIRE HYDRANTS REQUIRED 1,812-5 GPM > 1,750 GPM = 2 HYDRANTS U a 3 CODE REVIEW PLAN - THIRD FLOOR o . x CR.01 SCALE _ CR.01 SCALE: 1/32° = 1`-0" FIRE BFIREARRRWALL:IERS: N/A N/A O Q a B FIRE PARTITIONS: N/A {/r) H < c SMOKE BARRIERS: N/A a 4.E. c,N SMOKE PARTITIONS: N/A I- 0 _ t RATED ASSEMBLIES: YES MECH SHAFT ENCLOSURE =2 HR < CU m 8 STAIR ENCLOSURE= 2 HR U ' o ELEV ENCLOSURE =2 HR41 Qi � BUILDING CODES ^ C ID so 4 © Imo : +0 10 +� 4CI +� �+ 9 C1()) 2012 International Building Code -9g J 2012 Internationale Residential Code - r 2012 International Plumbing Code (0 U 2012 International Mechanical Code a 2012 International Energy Conservation Code CO 0 u' m A-0 I I I 1 — I I I STAIR 2 t I �I A'0 II — I /(m – I — I I I 2012 International Fuel Gas CodeH c01 10 2 2012 International Fire Code g p I \I\ , ANSI A117.1-2003 '' 0 2- A -• - A - - - f 11`N� ° aI Eleotrieai Cod W ,k- : ; B(ACCESSORY OCCUPANCY) +� 2D14 O ef+ gon Structural Sp Ity Code(6 CCC) J O 23 I` it/ N 10 occ ,, I ,= / U- ,r - r - ,r - ,r - - - '•_p = -a,► -- I lir' r - , .� I I 1 u: ST I I e 15 o MLrnici.. ode g n�o'p �;pJ T7_p _ " BUILDINGS, CONSTRUCTION AND PUBLIC IMPROVEMENTS 'aL. - - - - . - `` - . - . -' . -181'-0'MAX TRAVELKK „ ' 4 - - - '�� 4'-A _r DISTANCE -0 411111•11 A = I I J�/��I� .l* - �;r- + v a p oIII m ® . . ., r i �' I [ '' • P "I' ” , �///:� ''''�JGI�J� 41 I I n9 I I I ! - - _ , I I -• - - �+� 41j ,+ � 4� _ 'I - _ - I I r - z,r " -a"- - -r 174'-6-MAX TRAVEL 1 \^ - - X72'-0•- - - - - 31'-0- elil AV-1— C r R - - - - - - . - . - . -DISTANC I - - -- - - . - - . - . - _ _ _ — I w L 1�� 111 148'-0•MAX � 232'-0"MAX� ! 208'-0•M TRAVEL[ T.,.� TRAED - - I I , D - - - I . •Y l.v-� r= • • • } DISTANCE DISTANCE 11 V) DISTANC �I _ �+ ' T - - zr - - t - �l� - - T - - I I I q I Q1 Z � h M H- - - O.L.=101 occ �` - - - -.- - ��m _ _ F - : - • - - 01.=101,occ : r - - . - . - , - - - w � I . I fi . rI . , . . Q IIL ' L. , ! I . r . . I , I J rel E • _ - - - - - - z - _ Jar - . - r - , - - ` e r -158'-6 MAX TRAVEL - v - , - -, - -r - t - - t - r - r - - - CL V C 'r-� - - 100'-0 - �. _ _ - - -�- - F I GO : 4, 1 1 DISTANCE - - - - _ - �61- - - -75'-0'L -L- .� 75-p" I— .1 . L 4 30.-0 1 -EFEVII- [ I 1 [ TEL I j 1s ' f•-'2 1 l 4 _ L-Y +� �� r ' 221'-0'MAX TRAVEL 1 V--* N237"-6'MAX TRAVEL "'- r I - • DISTANCE I I J I Z „ . 441, . v �� — _ <),_ > [�' ,� - �- ,r - 4, _ ,1 - - : _ S. _ , - - I DISTANCE - .4 .:._ F dill- b — — 0 • i ill _ _ -143--0".- — •—T _ I _ - - •- -r 1 1, _ •- Q LLJ O _..,_ _ _.: _ ,a'-0" 1 ' m 12-0 CC 178'-0'MAX TRAVELr . - - - - „i - - _r - - - - - - - I I ~' •I• ` � - __ w G DISTANCE • — - - - O --1( 11-7'"\--IR „,--_,_2!_.--1 7 f STAT I Ct I i 1 1 I I I I 1 I 1 I I I I I i w U f0 . f - - 29,882 SF — — — CI - - - 27,692 SF — — — az Z U O F- LLF W o 0 x rr V m a 2 CODE REVIEW PLAN - BASEMENT 4 CODE REVIEW PLAN - SECOND FLOOR 1ARCH/ENG: KEM { CR.01 SCALE: 1/32” = 1'-0'' CR.01 SCALE: 1/37 = 1'-0° DRAWN DJ CHECKED: km DATE 01.10.17 # REVISION: DATE: JOB NO- 150912 SHEET NO. CR.01 / I L II I II II I IIAIL _> D_ o w o 0 0 C C coZ Z D D _. . 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J a a • a a r 4— 1a a a T —I lII C I7 I I .k AD, , ' I I cn I I I , l -�� - � r - � r - � L •--r , Q Q 1 51 -0" 15'- 0" I I ez• c.)cDr, I 1 c'' Q wc, L2 1 _ N Q _ r 7 , — 4, I , 1 2 or A.,. 40 2 b w / w 1 1 20' - 0" 1 25' -0' 35'-0" I 10'-0" I 50, 01' 1 I A2 01 r 0 ' lki 41 m W Lj>A r) ' SHEET NAME 4 �w ROCKY MOUNTAIN GROUP Il z m T rn SECOND FLOOR PLAN EXTRA SPACE STORAGE is > O C_ En O GZ7 ARCHITECTS Fri Z Geotechnical 0, * Q co Architectural Materials.Testing O m j a Forensics Civil/Planning CD 11123 SW 68th PARKWAY, TIGARD, OREGON COLORADOCOMMERCIAI. o in �n O ENGINEERSS W -....4PROJECT COSTRUCTIO T 1 4 C7 ro /) SOUTHERN COLORADO U1 Colorado Commercial Construction, Inc. 5410 POWERS CENTER POINT,STE230 Q 19375 BEACON LITERD., MONUMENT, CID 80132 CONSTRUCTION DOCUMENTS COLORADO SPRINGS,4.6955COLORADO B0920 1Y • 33 1 17191488.2145 --WWW.RMS•ENSINEERS.GOM These plans are copyrighted 2016 by Geostruct Engineers Inc.dba RMG-Rocky Mountain Group all rights reserved.Any sale,reproduction.creation of derivative 719.264.6955 SOUTHERN COLORADO, DENVER METRO, NORTHERN COLORADO NI Emow` " works based on these plans,or use of these plans for any purpose without proper compensation to and the express written consent of RMG,is strictly prohibited. 4 Ilk C2) S 0 ETD 41) ___ A2.02 ® 0 $ CD) 140'-0" I 1 , r 22'-0" 20'-0" 25' - 0" 35'-0" 10-0" 20' -0" J 30'-0" 131 - 0,, / .t i t r / I 30'-0" I 5'-0" I 30'-0' 5'-0" 20'.0" 5' -0" 25'-0" 5'- 0" 15'-0" / i i f f 1 . i I I I r, I�I 10 r�� - r.. ----1I a Q I I I I , , • r a a e I , + I r I Q I I I II , , , r , , r I , , I r I n � 35'-0" 10'-0' 10'•0" 10'-0" 5'-0" 10 -0I0'-0" 20'-0" 15'-0" 15'-0" tI � )� , ,m 0 co -.' — OF Q I WIll O L J L J L J '� • a a a a a a a a r a r a a a a L _ J L J L J r I I I I I 1V Oli I I I A J O 0 i I I I ti a au a 1 a a a J J T 0 Q I I I I -1 q 0jj - /?V I I I I I / L - L I I 1 I ` I J L J Z n idi 0 6 n n n n n r I I I I I I ■/ y� _..._ I I r 0 I _ � �/{�Lply� J L 10 Q I I 1 ill n J 1E • �� I 1 r n r-- 1 I i I ID 0" I • 1 I I I / � � " = i I • I I J L J �� 1 C Li,. n n n .., n -A n. 1 — — — I — '"f — — a r a a' — — — N —1- I I • I I I I I Q !1 I : a , , r ] , a a L , , , , , , I I Q Q I / 4) I I Q J4r J L J a a a a / D , a a a a J J a • a a a - a a a a 1 a a a —. — w' f oA -'I '1 r 1 [R f 1 r- —1 / \�f/ I I I I I I i I 41 I I ,' / I � L I I I Q ' I I �' I HI I LI I LI 'S II I I r L J `r I_ J "7 J J a , a a a J J a r J J L a J a a a J i I d a a ri C 7 r � -n r 7 r -I r 1- y I I V D I I Q o W A I I I W _r, - U11- I I I 4 I // // , Q I I I I I Q I I I I I i I QL J ? 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'� RADO r� Colorado Commercial Construction} Inc. 5410 POWERS CENTER POINT,STE230 �A* � 19375BEACON WL EERD-CMON❑UM NT, 01780132 CONSTRUCTION DOCUMENTSCOLORADOSPRING4,COLORADO fV .1 ",1 (7191413B-2145^-WWW.RMG•ENOINEERI3.CL0 These plans are coovrighted 2016 by Geostrud Engineers Inc.dba RMG-Rocky Mountain Group all rights reserved.Any sale.reproduction creation of derivative 719.264.6955 SOUTHERN COLORADO, DENVER METRO, NORTHERN COLORADO works based on these plans.or use of these plans for any purpose without proper compensation to and the express written consent of RMG,is strictly i rohibited. 11 �` w + AL Ikk o CO 0 al40 o --1):, C ›. n -a g rn z I I I 0 I ! q gr I. I I r ; "er ..0. ! I I _ I I cp c��c�4,-.1. t — 1 ____,Lt, r I I I I I I Z 14101 �" I I I P \ 4100 r 7 I 0, ./ i___ _ _ _ _ _ _ I_ _ _ __, ,.. / 1~ L J ! 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Architectural Geotechnical Q n o StructuralR G Materials.Testing • 0 0B 9 m • a t71 Forensics Civil/Planning � o m 5D A 11123 SW 68th PARKWAY, TIGARD, OREGON OLORADOCOMMERCIAL m p ENGINEERS V' IV CONS T R U U T I U N �� i3 h) SOUTHERN COLORADO 5.1 MPROJECT STATUS Colorado Commercial Construction, Inc. 5410 POWERS CENTER POINT,STE230 pyo iy'-] 19375 BEACON LITE RD., MONUMENT, CO 80132 CONSTRUCTION DOCUMENTSCOLORADO SPRINGS,4.6955COLORADO 80920 r , yy (7191488-2145 DENVER METRO, MG ENGINEERS.COM These plans are copyrighted 2016 by Geostruct Engineers Inc.dba RMG Rocky Mountain Grouo all rights reserved,Anv sale,reproduction,creation of derivative 719.2fi4 fi955 '1 SOUTHERN COLORADO, MNORTHERN COLORADO w works based on these plans,or use of these plans for any purpose without proper compensation to and the express written consent of RMG,is strictly prohibited. + 4 1 A 1 _ 0 il c L~ C <O Ewa 8 , o o U 4 a m o a0 Li O . , D R [� z r D � Z N � Q i Z 2 p 0 Lill► u 1 �� C9) 8 0 6 1-A4209 A3.02 4 0 0 A3.01 ` A3.03 0 Z F z Dz o ct O ,:r3 ce z ?-_ L.' 1 8 • Q W o z v ° WALL NT (-E ) © Y W m a U m 0 Q t� p, z 145' - Cr\ �I I Si I I r� 1 t I I I I I I 1 cc os , . 5 4,4# T.O. 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OVER STRUCT. t tcp g \// - / / / / / / / / / / / / / / / / / / /< , - _ WATER PROOFING / / /\ \ \ \ \ \ \ \ \ \ \ \ \ \/ 6 \�\\_ \/<T - DECKING SYSTEM STRUCT. \ \/ \!\/ /!\ \�\�\�\ \ \ \ \/ A5.01 / y\/ AT FND WALL \ \\> ". _ DECKING // /! // /\ / / / / / / / ! / ! / ! / //\/'Y //��,,. 4 I /� \/\/i> d.. •:- . / SYSTEM F \\ \\ \\ \\ \\ \\ \\\\\ \\\\ /Z./›.-/_714._.-.\ \\` I I I I �t FLOOR /\/ ' -. . - - e_i ./ i i a Loon _ -j�/��/\///j/f ,/,\//\/\/\/! //\/ // / � 4. - - CO I. III .� l i\/`/\ `/\/\/\/�/`/�/\!\!\/\/\/\!\/\!\/\/ i .: I I I I I I C I I] III I I I z WATER i\/ />:.4-:• 1 r - .4\/\\/ < --- -••�-•- PROOF FND /!�> / / / I 1- I [ LIJ WALL %\ >- -. • / / / /i ! / / / ! !/ !/ /! // !! // !/ // !/ // /! �C ..- \\/\\> a '` \moi\\moi\\ i\ \ \ \i\�\moi\\ \moi\moi\moi\\ \ \moi\\moi\\ \\ \i'{ -- I I 2 ;\ / / / ! / / ! ! / / / / / / / / I / ! /\\"\<-‹/ RESISTANT • - U /� %° �� \ \ \ l \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ { . . - BARRIER -.. - .— WATER \\ \\ •, / // // //r\!/ // // // // // // // // /! // // // // // /! // // C° O o RESISTANT >\ \A_.,- .. \ \ K<,,- -: •\ H ❑ BARRIER i\ \ ' :' /\/\/\: \!/\//\//\//\//\//\//\//\//\!!\//\//\//\!/\//\!/\/!\// : Z N>_ i// C' ;.rc• WALL PER ` U"I O CONC. FND \\ \\/ . j ,/ / ! / / / / / ! / / / / / / / / / 4 _ 8' co�vc. SLAB J U WALL PER , /\ \ \ \ \% \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ C '.. \ '- STRUCT. y \\ \ ; a. VAPOR BARRIER / /! // r/! !! !/ // !/ /! // // !/ // // /! // / ! / / !/ I/2. 150. \\/!\\;: •': s•CONC. j\ \ \ -\/\\//\\//\\//\\//\\//\\//\\!/\\//\\//\\//\\//\\//\\//\\//\\k/\` \{ 112• Iso. JOINT JOINT , .� -- Sim S %\\/\\!\\/ /\\!\\/\\/\\!\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \/.< d w o d: ' 7 /!\//\//\/��\!/\//\/!\//\//\//\//\/!\//\!/\//\!/\//\//\/!\ /\/ r•. • VAPOR BARRIER / _ r , BASEMENT \\/\\/>' • cril BASEMENT \ \\ \\/ !\ \/\/\/ �\\�\\�\\!\/\/\/+\/\/ _ — 100' - Cr ! /NY ! ! / / / ! / ! !\//''.< _ I •. c .. - • _ . - d. • 1ARCHIENG: KEM \. >_ '•' 1V? nO a O oV0 000 060 000 000 000 oU0 a00 UO oO 0' FOUNDATION LEVEL /\/./� \/. // // ///\/.///, \/\/\.41 // /1 /. /\/'-C :- '. ((-1��"'0,c 1•'-0,c •YO( ()( Y_t�( n( 'i-.0,( Y'c( -'• ° ( )-, (1.y. ,2,4:1-...0( ring `�+O(_Y_c7( 7'-p n( Y_n+( 7'o( `cit `�_p 3-0 �.. ( eR,c 7'(7( 4'Of+'r nc : ,.0s..4(-;( 'f''[�( 7'4( 2-�( 7 n( - • ��r Pr,(^�., n(� o• /\/\/ ♦X//\ \♦\/\/ /\/ �j\/�// ! \/\ \ c d"`O o o- OO 8-4 `fit • aG oma$ O O" �G`4 ll G"d� `� o��"d O o�8 v V V t3"fG G_21-_- i1 - CHECKED: KM /-. - _-,d"- . /� � \/\ \ ,\ \ \ \ \ \ \ \ \ . • IDO'a c00 000 oQo 000 000 000 000 000 ..• 000 000 000 000 000 000 0`-'0"00‘-'00 000 000 000 000 000 coo coo coo coo coo coo 000 000 coo 000 090 coo coo 000 / __ 'Y s<\/\/\/\/\//\'/ \/� 1...,‘:,. / \ \ \/ / ', L r _ _rLl_ i O_ r 0- ^O- l DATE ,: . \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ , ! ! / ! / / / / / ! ! // 7 \ /N\ • . . ,.` - • f � \/ \/ cr //\///W' .//./ -/ ./\� \ /7(?/-/ % f// . \ \ \ 7ci�/\9//\/ ./` i-// '3- 7 � ��< / i i i i i iGRANULAR FILL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ A5.01 \‘‘ \ l \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 01.10.17 / /\\/\\/\\/\\/\\/\\ \/\/\/\/\/\/\/\/\/\ \ \/\ BASE COURSE %\//\!/\! /\!\/\!\/\!\!\!\!\!\!\!\ . / \ �/ /\/\/! \/ /\/\/\/\ / / / / / / ! / !j // // // /! // // /j /j // // // // // // // // /! !j /! // \!\/\/\/ FTG PER / \/ \,/\/\/\!!\!! !/ //�!/�//\//\!/\!/\/!\//\//\/!� //,//,/j,/\/j,//,.//,/ ,//,//,//,//,//.//\//�\//�//�\//,/1'//,/ .�\ /\//,//�74' \/i\\/\\/\\/X\/1,/ ,/0,,//,/ ,/1,//,70./ ,/ ,//,/2,//,//,/0,//\//,//,//\//.//,//\//\//,//,70,/ ,70\>\//.//./1,/1,//.//�/\//�\//�\//,/ . REVISION: DATE: STRUGT. /// / / / / ! / / / / / / / / ! / /< FTG PER Y \/\/\/\/\/\/\/\/\/\/\/\/\/ / / / / / / GRANULAR FILL BASE COURSE ��REVIEW VE 11/15/17 //\/A//\/A//\!A/A/A!A//\/A//\//' //\/A//\/A//\/A//\ _ l 1 WALL SECTION 1 2 WALL SECTION 2 A3.02 SCALE 3r8' 1 -0 A3.02 SCALE. 3.'8 1 -0 JOB NO. 150912 SHEET NO A3.02 , * or Ilk A 4k Al N C L F C 8 ,N;a CA) CH:JD �j� 0U ao a m ol o 0 Q CO z Q a Ce U i Z 0 In rE W z WALLL BNKE S I BRAKE METAL - - I I Q J o WALL ° LY OVER MIL. - - OVER MTL. f- F a f WALL HT _ FRAMING _ Z y - -1 - WALL HT �PRAMING- - WALL HT - - - _ - WALL HT - Z I Z ei ci 145' O' BACKER $ 1 45' O' 145'-Cr $ 1 45'- O" _ 0 w id 6SimBACKER1,71, Q Ix Z - , a T.O. PARAPET `) 114"112" A5.01 Ti.403..PARAPET'Q I.D. PARAPETS 1 _ T.O. PARAPET 1 _ t ct W m 143' 8" - 61 - I- - - i43' 8° N - I, Sim ' I43' 78„ N OPAQUE - -V I I43' 8" - OPAQUE • m ° ����>> I 1155 BM. PER (� m ° '1\3 ' ' 1 2 STOREFRONT _r STOREFRONT STRUCT. Q i Ktii; z 400 ROOF LEVEL TI - ROOF LEVEL - - - A5.01 ROOF LEVEL GLAZING + _ - ''�' / cr. W - - ROOF LEVEL , ‘,GLAZING I ^ �, f- ° Pr N I 42'- 4" f 42' '►' OPAQUE - �� 1 42' 4' I I 1 g 1 42' 4" C g Sim U 8 n b • . _ ____J,,_ ; 1:\'‘\ ROOFING STOREFRONT 1 ___.}A5.°1 A� 5.01/ I A5 01 LL SYSTEM, R-25 GLAZING I , / 3" INSULATED , a m 3" INSULATED , ROOFING Y PANEL, R-2 1 + MTL. ROOT PANEL, R-2 I +L__� _ .r_ - J SYSTEM, R-25 I I - + �` 1 t DECK TJ . , !\\I Nt STRUCT. l ROOFING ESS SIGNAGE DECK PER SYSTEM,` _- _ -_ ROOFING SYSTEM, R 25 �`� J 718• STRUCT. SYSTEM, R 25 LV Z i'th . Moore FURRING / MTL. ROOF CL] STOREFRONT STOREFRONT MTL. ROOF STOREFRONT a'J \- DECK PER CHANNEL @ • 48' O/C v STRUCT. 18 G" MTL. G STUD _ \ , _ STRUCT. = o @ I6° OIC UUU O L °' QF ORS IHSS SM. PER - r 1 Eo ALUMINUM 7 ALUMINUM /' STRUCT. ALUMINUM / - It STOREFRONT STOREFRONT STOREFRONT �_ M i.__ - - _- _ /„. C� O WE MULLION MULLION MULLION '4111111- z ga BRAKE METAL r_ _ _ _ __ -- 5 ,, BRAKE METAL 4" CONC. OVER STRUCT. WALL SAND _ • rn �' WALL BAND- -- - -- / DECKING SYSTEM _ "- - . I LJ ~co 3 ET 4P 3rd FLOOR - r 3rd FLOOR - 3rd FLOOR - - 3rd FLOOR I- -- I• Q p n 131' O' I /,._ 1- . .. �� ' : ` 12 131` O" 41 Sim 131' O• 10131' O' v a oA502Ii 12 I A5.01 _ I Slm O Cl-0 L_ _ . _iJS I i A5.02 1D 4 1 - 4 - BRAKE METAL BRAKE METAL , >..., L - - - - ) L - J.,_, 1155 BM. PER 718' 5TRUCT. o SYNTHETIC 6' MTL. C STUD FURRING o a STONE CAP @ 30" 0/C CHANNEL @ 48. O/C U Q b SYNTHETIC b 6' MTL. C-STUD b • o V =- STONE T @ 16'OIC �I - p �' r_, p o a� VENEER o ' 3 a, ZO iii WINSCOT A5.04Cols N . \7 - gO 0 2 H % V! R, A5.01 F -1 Sim r _ _ _ ._ _ _ _ __si Sim 4" CONC. OVER STRUCT. Q o En I I 12 10 DECKING SYSTEM (, o I I A5.D1kb �-^ o o N 2nd FLOOR _ 2nd FLOOR A5.D2 2nd FLOOR 1 r I 2nd FLOOR - ,/ vl ~ !20 - 8° �� K� I. $ 1 20 8' I $ 1 20' 8' . , $ 1 20 8' o o- ^ �- 8 �/<" 4" I - I Ir 10 Sim U ¢ •0 a \<< b4" CONC. OVER STRUCT. I ---4\ _ A5.01 L cx CONC. OVER 57RUCT. 4'CONC. OVER STRUCT. n .S ..p: N DECKING SYSTEM _ J DECKING SYSTEM DECKING SYSTEM L _ ___;_ f =_ o cl., ; \\\.K SYNTHETIC 4:::::' STONE CAP \, CO 0 \ .C r h55 BM. PER CD r 1 To R-7,5 RIGID // j '. .. - - - `.J SYNTHETIC STRUCT. INSULATION � / STONE \ CO O a , r L c�`70 j\\��K- �r V1rNEER v `-("Ni �3 Kd (O j o WATER \/\\/K a. _ __ WAINSCOT Q o o O PROOF FND \/�K • - m� WALL \ K 5 N \ HSS SM. PER Es' 0 `6 STRUCT. t K •+ SYNTHETIC SYNTHETIC SIR COL. PER a 2 STRUCT. 8 STONE CAP STONE CAP �, o `/,C, 41. - \ ---- SYNTHETIC O SYNTHETICco co d � = K Sim a21VENEER VENEER . , • •� A5.01 CD WAINSCOT - I st FLOOR ,•••*, /�K "- I st FLOOR w - I . I st FLOOR I st FLOOR � 1-, • r---\ _... I !O' - 4° �C'( - .� ;�:` e f 10' -4" � - °- - - . Sim 1 10' - •4' m, � -. a� _a. � 110' - 4" "'', � ) / K _ - :. 8 "' 7/8' FURRING I 11 (Ni 718" ' I 1i Sim \�'C• d I AS 01 CHANNEL @ A5.01 FURRING I`,�L J A5.01.\\4\' ._, IN I 'a _ 48"0/C \` I CHANNEL @ .� l4 ' `Z' m. 3' INSULATED _ 48"O/C K--:\ <)<, -- i-_j -., _ ` e- .} 3" INSULATED , �: PANEL, R-2 I + �' PANEL, R-2 I+ -\ 2 vJ /\\<'C: - \ \�� - I I-,� A5.02 Z 0 K Y R-7.5 RIGID / // �x - WATER /\// . - . \;X . - 6° MTL. C-STUD Ed, \ 6" MTL. C-STUD RESISTANT \ \\< e; `•-: WATER /\\ ,\x r @ !6"OIC I. @ IG"0/C BARRIER /\ /\//\ - U \ \\ -:• RESISTANT / \/ v :�I 111 Z O / //X • o BARRIER /\ \�� _- p - p SYNTHETIC AR R-2 I BATT 0 \/\\ a /\\ \X o . p STONE ��� INSULATION ABOVE �C lj /\//\iX -'d-- VENEER JAMB A DOOR OPENING _I H CONC. FND \ � Il •.JO • WATER \\/ K - 112' 150. JOINT CONC. FND I/2 ISO.JOINT RETURN J 0 io / WALL PER 4 L� i OVERHEAD ROLL WALL PER / --E-•• - PROOF FND >-\„ \\,x‹..-,: X \ STRUCT. ` 4 ■M UP DOOR, R-4.75 Q D STRUCT. \\` = 8'CONC. SLAB WALL \\/ x, •: 8'CONC. SLAB ` ` 8"CONC. SEAS I / �/ j� - , CONC. FND j\\//\\K , WATER i SIM r� 8'CONC. SLABLo H /�/K WALL PER /\x- /. ^ \ 4' PROOF FND 7 _t � 7 Sim STRUCT. \�x� ` PAVING u . NULA- ? •• = WALL A5.01 a Lu Z /� I 77//)"\-12;`(..- 71'- f 1 BASE COURSE w O • Sim R 7.5 RIGID « w o / / _ A5.D1 / /\X ° 7 < En (-� n ' VAPOR BARRIER = r , r� ` + - BASEMENT i\ �X BASEMENT INSULATION - Wi- -- EASEMENT �/� a V BASEMENT I " / I ' - /\/f\'� 1• A5.01 " ? .. -c-�ukz- {_ 1 100' - 0" \/\/ a .- 100' -O" . / x :.• . :4 _, 100 - O ;1- a 100' - O" - 1 I ARCH/ENG- KEM _ \fix • I -:,.,f1.. FOUNDATION LEVEL / / L1q af} FOUNDATION LEVEL - I / a"u o N FOUNDATION LEVEL - ,7,,//>44,..‘,1 u o�c ,= c FOUNDATION LEVEL • - Q :n,� _nr 12 DRAWN: DWJ C VAPOR BARRIER 99' O' -: e 99' - O" FTG PER '' \�: :., ... - - I , C 99' O' / Old O $ 99' O' >�\►�a rD A5 01 CHECKED: KM FTG PER I ; a� VAPOR BARRIER / �•' - VAPOR BARRIER I ►� i: ►i -t. _ O aOo�laO( STRUC7. \ \\ \ STRUCT, i\ -. •• •'. ,\1\ ,;t -- \' _ GRANULAR FILL .s./../ \ `'\\�. DATE PLANS FTG PER SASE COURSE FTG PER ‘//\/ q PLANS //�// /' '/�/ GRANULAR FILL / I' \�/\ \ \/ / � / // //\ I /�%' '/\'", ,,,,/ /// \k \ \ \ \ \ i\\ \\ \\ \\ \\ \\ GRANULAR FILL STRUCT. \\ \\ \\ \\ \\ STRUCT. \ \\ \\ \\ \ I �, \� \/\ / \� BASE COURSE / / / / / //\ BASE COURSE PLANS ` /�c,�� / / ///i PIANS // //\/\//\// /\/ i/ �\/\/\/\/\ i\\\ \\ \\ \\ \\\\\ \\\ \\"\\\ \\\\\\ I\/\\/\\/\\/\\ /\\/\ # REVISION. DAZE: /` // // // /\ /\/ / / / / /\ //\/\/\//\//\//\//\ // //\ // // ' /// 1<\1\ REVIEW VE 11/15/17 /i\/i%\//i\%i\%i\//i\ moi\/jam/i\/i\//�/%/i! %i\//i/�i\//j//%//i\//i.% %</, ,,,2 �lf \•>,...4...,7,... >'i\i.//i�/�\� 1 WALL SECTION 3 2 WALL SECTION 4 3 WALL SECTION 5 4 WALL SECTION 6 JOBNO. 150912 A3.03 SCALE: 318" = 1'-0" A3.03 SCALE 3/8 1 -0 A3.03 SCALE 3.8 1 -0 A3.03 SCAI F: 3/8" = 1'-0" SHEET NO. A3.03 r . '` r * L 11 C, c LH C .0,y C.7 �5 • n3 N • ❑ 0 0 0 c,--) Z o , ., CO Z � i ? . o F w w i; f f I5'-0' Z I- Z z - I -I - 1 = i - WALL 117 - - _iiiWALL H7 - - - - - WALL HT - _ - - WALL HT - - - - - - W 7 in 145' - O° 145'- O' 145'-O' BRAKE METAL ! 4 145' -0" 0 o Q o WALL BAND ---I ---"" Y w m o 441 T.O. PARAPET _ _ 4 T.O. PARAPET _ T.O. PARAPET �<y T.O. PARAPET V m v 0 lir 143' 8" PARAPET _1_ - 143'- 8" I4 143' 8' N - - 2 Ct;"� 4 143' 8' I - - - - rere r a z VI WALL A5.01 -cr` - = ROOF LEVEL. (BEYOND) ROOF LEVEL -------- - - - ROOFING - W3_ N p 142' 4" - - - 142'- 4" - - - - ROOF LEVEL - - ROOF LEVEL - 1 _SYSTEM, R-25_ gnu m ® GUTTER*- I I xuxxx YY x�" x xxxx YY x x x xx )7)....'. (70 ; a rt ii A5.03 DOWNSPOUT } I 1 I' 1 AS 03 I I ._ 03 - • :�..._ D I\ . IC Li` -\,- ROOFING \ ROOFING MTL. ROOF ". 2,.,; --i J \\I ROOFING - ---- - SYSTEM, R-25 SYSTEM, R.-25 QECK PERJcee C ior�a o S s,CO H SYSTEM, R-25 STRUCT.\ MTL. ROOF \ MTL. ROOF I STOREFRONT MIL. ROOF • DECK PER. DECK PER 518" GWB �I� 1161$ k. \ini. v STRUCT. STRUCT. 4,, GLAZING DECK PER � - Q STRUCT- I @ 11 6' OIC C-STUD nF 0��� C ALUMINUM / STOREFRONT /•• E \ SHEAR PANEL 112" GWS, 2-PLY I PER STRUCT. MULLION SMEAR PANEL PER.STRUCT. 4'CONC. OVER STRUCT. -' Sim - - Sim DECKING SYSTEM 12 12 _ -- ----- - --- w A5.02 A5.02 -1 - L '' 1 3rd FLOOR . - - 3rd FLOOR - G= 7 3rd FLOOR - _ 3rd FLOOR- - - - I - 131' O" r; 131' O" I .. ' 131' 0" ;•.-- - ' 'I - 131' - 0' jA II 1 Sim I I 11 JL 10 I I 6' MTL. STUD @ • A5.03 1 I A5.01 Lil H - -_J 30"OIC o DRAKE METAL L BRAKE METAL 1 DRAKE METAL - - - - - - - - - - - - - _. } WALL BAND _J WALL SAND - WALL BAND - - o a C-- • l C W H • I . 2.N ‹- C s W oc [7 D O o o o b rr r`1 O m m LLI O '' C • Ct 7-1 c • 1 0 0 _ E +� N : L T N L 2 4'CONC. OVER STRUCT- Sim - - Sim CA o SYSTEM - - - - 12 12 -_ 4'GONG. OVER STRUC7. V 1 ' 1 N DECKING(--- : in r . ; A5.02 A5.02 i DECKING SYSTEM - 2nd FLOOR _ I / - 2nd FLOOR • - " - 2nd FLOOR - 2nd FLOOR - - - j� #J 120 8 - I 120' 8" r ` '1 120' 8" I tr 4 1 20' - 8" 1 - • ° 10 Sim _ j \ 4•CONC- OVER STRUCT. Sim ��I Q} I I <, 4"CONC. OVER STRUCT. L 11 Q p E- - _ DECKING SYSTEM _ - DECKING SYSTEMCl.L.A5.01 - - - --- - --• j : A5.03 CA = �' • v 23o L _._. _- - \ _ H55 BM. PER \ 1155 BM. PER 0 STRUCT. STRUCT. • SHEAR PANEL COc II t'J P U- PER STRUCT. �� • N o mL • 'v i o p O � y 3' INSULATED / <': o • Uh PANEL, R-2 I+ < ' .• • .c a <i C CD <; m {• ; 5!8"GWS SYNTHETIC 6•MTL C STUD • 8 0 I STONE CAP @ I C°OIC • 2, w mCD171.� 7/8" 718' FURRING FURRING / _ SYNTHSTONE�IC - - 4' CONC. OVER STRUCT. CHANNEL @ Sim CHA - _ "' PECKING SYSTEM 48' O/C 12 VENEER 1 9 [ ----) 1 �� 48' ;7-g- t A5.02 A5.02 (f) � I st FLOOR ; - - - I st FLOOR - - i ° ,� - I st FLOOR 'v, I I _,„„ I st FLOOR - _ - - F- % 110' 4" 1 a I 110' 4° �° 1 10' 4' sn"• 110 _ 4.. ., 4 Z I _ I "1 7/8" FUR NG f I N l I I A5 02 N <moi: �,� Sim �jf _ CHANNEL 11 �- ` L - - - -J ,_ 48"O/C - A5.D3 ( ) x X - 3" INSULATED Z U BRAKE METAL ' �! x 1 v PANEL. R-21 + O O WALL BAND I (45.0) \ � N,1 w HORIZONTAL • �„'' 1' SHAFT WALL ! , 3' INSULATED rIT 6' MTL. C-STUD BRAKE METAL / ` G" MTL. C-STUD /I"i C' MTL. CLOSER @ BOTTOM v Z PANEL, R-21 + FRAMING @ WALL BAND ' I FRAMING @ 16"OIG Paw STUD PER - LU O 1 6" 0/C 'v "v �� ;r 5TRUGT (f) _ o BRAKE METAL R-2 I BATT p BRAKE METAL / R-21 BATT O SYNTHETIC • R-2 1 5A77 o J H JAMB INSULATION ABOVE JAMB 111 INSULATION ABOVE STONE ._ INSULATION ABOVE ^J 0 RETURN I DOOR OPENING RETURN DOOR OPENING VENEER JAMB ■� DOOR OPENING m N Eo N OVERHEAD ROLL o 1 I OVERHEAD ROLL o RETURN V� OVERHEAD ROLL LL UP DOOR, R-4.75 - UP DOOR, R.-4.75 UP DOOR, K-4.75 I- V 1� �i1 u� / C0NC8" . SLAb / / .cONCSLA ) _� 8"GONG. SLAB / concoNc. 5LAB w w p i - - - - VAPOR BARRIER n 12 MOMI / 12 a PAVING 1 PAVING 1 A5.01 I, '1 A5.01 *ARCH/ENG: KEM I� BASEMENT ;- _ BASEMENT - + I - - BASEMENT Z - EASEMENT - - - DRAWN: DWJ 100' - 0" :�N - - Sim 4100' O" �" 1 - , 100' - O' "', a I- 100 0" b ,. • •.- ' T • p . a . a CHECKED: KM • �� 12 R-7.5 RIGID FOUNDATION LEVEL = VU VV 13V V 13V �lJ 13V 13V uv VU V V FOUNDATION LEVEL R-7,5 RIGID_ %' -°- -�. .r. FOUNDATION LEVEL tir .. �:, ;• 4 FOUNDATION LEVEL 1/ ;t•.•a .,rn" _III . - - a o g [moo n o r� VD-CO DATE 99' 0' \� �, A5.01 99, 0" INSULATION i • �/ 99' O' •► a • 99' O" - �Q a�Q OU 0L'O 0 0 0130 0134 OU0 ou0 OU 0L30 odd INSULATION 4�" • - Ii : -I cies C VAPOR BARRIER '> i 0` C VAPOR BARRIER • • • VAPOR BARRIER ' /` ' \ GRANULAR.FILL 'o_ / +_ O o • c-1.4n nl-`Dn •■!♦ a n n(�n(-Pnf-'{Lcn( r,(�f a 1.1 U.1 l •\ I \ \\\ GRANULAR FILL I�\ � � • V`\ - GRANULAR FILL \ GRANULAR.FILL FTG PER I •i' /i�j/�j //�\ BASE COURSE /7 7 / // BASE COURSE R-7.5 RIGID ./ y 'r\//\// �� BASE COURSE BASE COURSE ----� \ \ \ \ \ \,,,,,,\- \ \\` INSULATION \ \ # REVISION DATE PLANS I / / \/\ \/ CONC. FND FTG PER \ CONC. FND / ,../A,/'› \ \ \;\ CONC. FND FE14EW 111115717 /\ '\ \/\ 57RUCT. // //\/\ FTG PER \✓\. ' \\ \\/\\ \ \� \ WALL PER PLANS /\ / /\ \ ` WALL PER STRUCT. \/ t ��/ WALLPERI \� \� \i\ STRUCT. \\/�'�\ / \�\ \�\ STRUCT. PLANS � /II /I�I/\\�/\\j STRUCT. JOB NO 2 150912 a N 1 WALL SECTION 7 2 WALL SECTION 8 3 WALL SECTION 9 4 MECHANICAL SHAFT ENCLOSURE SECTION,TYP. SHEET NO. co A3.04 SCALE: 318" = 1'-0" A3.04 SCALE: 3/8" = 1'0° A3.04 SCALE 3/8" = 1-0"A3.04 SCALE: 3/8" = �'-o" NA3.04 NA J. A 0 A W 2�a m ? o ea 0 2 Cr . a a o u co z INTERIOR WALLINTERIOR. 0 INTERIOR WALL INSULATED WALL I SHAFT WALL I Q W 0 T I- Z � (fl a � 1\1 : E . 1 .1F � _.� � Q CI W , Wo \ I- W o o a M I - cr 5/8"TYPE 'X" GWB �'- 5/8"TYPE 'X'GWB -. _ Ce Z f _ f 0 d 19 Vito (USE MOISTURE1 i, (USE MOISTURE / _ I I I f SHAFT INTERIOR. I SHAFT EXTERIOR W ¢ a ° UNCONDITIONED CONDITIONED I I RESISTANT TYPE X RESISTANT TYPE 'X' -• Y LI o0 0 GWS IN RESTROOM GWS IN RESTROOM - - V LOCATIONS) LOCATIONS) 0 m ro ❑ in v E-- Q z �y rd m 518'TYPE'X GWB _ LL Q' [V T (USE MOISTURE • TO_ p RESISTANT TYPE 'X' - .I r _` U 518'TYPE'X GWB R-2 I FACED BATT R. a c 518'TYPE'X' GIVES GWS IN RESTROOM _ LLo j (USE MOISTURE LOCATIONS) INSULATION (FACED ^ �/ SIDE TO 1/2"TYPE 'X' GWB, 2-LAYERS • �— RESISTANT TYPE 'X' • CONDITIONED SPACE} ''� GWB IN RESTROOM / C LOCATIONS} LU p I' GWB LINER • rV ��y - - PANEL '(.0!),5/8"TYPE X' GWB KIR E. ore - • (USE MOISTURE T % RESISTANT TYPE X' Cfor do :ice! GW IN RESTROOM7 Kt 'Co • 3-5/8" METAL C- G" METAL C-STUD G" METAL C-STUD LOCATIONS) 2-I/2' METAL C-H V STUD FRAMING FRAMING @ I G" MIN. FRAMING I G" MIN. 77.--; _ STUD FRAMING I G' MIN. O.C. • O.C. O.C. Li \ r @2�F' MIN. O.C. �,-� �r oR 7-7 UL DES U423It �� lC UL DES U423 UL DES 0423 UL DES 0415, �--- 'C7. _ N SYSTEM B 0 1 W1 - 1 HR PARTITION WALL ASSEMBLY 2 W2 - 1 HR 6" WALL ASSEMBLY 3 W3 - 1 HR 6" INSULATED WALL ASSEMBLY 4 W4 - 2 HR MECH SHAFT WAIL AS - MBLY m a0 A3.05 SCALE: 1 1/2" = 1'-0" A3.05 SCALE: 11/2" = 1'-0' A3.05 SCALE: 11/2' = 1'-0" A3.05 SCALE: 11/2" = 1'-0" o La © _ z R, �,Z © c� a 0 wa-LL, O cc 0 a� -j - ao Q ,i O U a STEEL TRUSS ROOF 455EMBLY -o a SHAFT WALL ?b..6 N u,N I CONCRETE SLAB ON GRADE I I V g g X -.4(--V . 11 CONCRETE SLAB ON STL. DECKING 8 X 8'CONCRETE SLAB EXTERIOR — TPO GO MIL ROOF MEMBRANE c o E. X W z P- N CM C I SHAFT EXTERIOR I �� SHAFT INTERIOR - '. X I INTERIOR STEGO VAPOR BARRIER - 4'CONCRETE SLAB W O a X / X OR EQ. INTERIOR ` � .-1= � v X • ''4 • • X _- I _-- O o L 4 !e 2 Th. 51 8"x8"x I G"CMU :.M = d _ i \ \.1 A 1 l 1 1 1 I \ I 1 �-+ �1— MORTAR.JOINTS X X ` <_ \ \ .., , W _ E. X 00'0(_7 0( 0(_7 of�'a(�'ofiof-'10°S-)-(:),90(�'0(_)'0(_7'0(i 0( o( 'c - ` O o O o O o 0, o O o O o : o O o 0 a O o O o -"CPS- 0 o O R-25 RIGID fNSULATION X x 1000 00 0 00 0 00 0 00 0 00 0 00 0 000 00 0 0 0 00 0 000 00 0 00 0 00 0 00 U Y d X x � cPcicPoC 0opo( 0.10°,oCPOoC PocPoCPPoopoCPOoC�ooa00 L cc o- X , 000000a000 00000000000000000000000o00v0oo0000000 0 )oC 'oC'oC 'oC'aCPoCPoC 'oC�'oC�oCPOCPaCPoC 'o(�'oC}'c VAPOR BARRIER n , Q E L I 0 0 0 0 0 0 0 0 0 0 0 0 o p o 0 0 0 0 0 a o 0 0 0 0 0 o O a o STL DECKING (PER STRUCTURE) T^� 0- x X 1 000 000 000 000 000 000 0000 000 000 000 000 000 000 00o O RATING NOT 5/8' DENSDECK ROOF BOARD V.1 E X �_ ,n_, n_,-t,_,-r,_,�r,- r,n- _ ter, - ,n_ ,.fi- .�- .ten- n REQUIRED o ` e - - - - --- - -- x X STL DECKING PER STRUCT. CD U o X4 X x x X GRAVEL PER SOILS REPORT RATING NOT - u 0 w 1 REQUIRED C� _ g s STL TRUSS (PER STRUCTURE) - y • 0 � � UL DES U905 . 1 i\i . e- co l INTERIOR I W 0 � 6 Y--) 8 N O C N a W5 - 2 HR ELEVATOR/STAIR SHAFT WALL ASSEMBLY 6 F1 - S.O"G. FLOOR ASSEMBLY 7 F2 - CONC. ON STL. DECKING FLOOR ASSEMBLY 8 R1 - STL. TRUSS ROOF ASSEMBLYC 40{,aW ' CED SCALE: 1 1/2" = 1'-0" A3.05 SCALE: 1 1/7= 1'-0" A3.05 SCALE. 1 1/2 1 -o A3 05 SCALE: 1 1/7 = 1'-O' M 0 U) F- Z Li_ W o o D CCU) U oo w 0 r: ....CO 0 °ow o U) 0 —1Q D J CC Quz l''-- 4 U) w m Z L Z ~ ow w w 0 0 ` it ARCH/ENG: KEM DRAWN: DWJ CHECKED: KM DATE 01.10.17 # REVISION: DATE: /1\ REVIEW VE 11/15/17 JOB NO 150912 SHEET NO. A3.05 i * / k 0 0 4 2 0 0 C � � �m2 / , - , tl\•%. . �♦ \ 1 Qm °o¢, YYYXXJXXXYk%XXYYXX* XXXYXXX XXXX% l,�\ iV - 11 a r QZ / S;\ Q1b / JO 1/1 r - ` 0 0 H W 2E zW a ' ` I N ! I zo N •♦ o U W ._ O Zr r W Jin ° NOiv0 N.,,, {4}2'WIDE m mo/ I )2 U °° ° in a uGRIDWALL Q m W_ I _ SECTIONS 1'-6' 4'-C" \ I m , z o I 2'- LI,_6. �_ 5 1 I I L `cy3 In - \ L — 1....,_1____ , , v \ • PODIUM , \. �' '\. - U n LL - DE5K(PER E55 I I I I \• 1 { � � MANUAL) �♦ f —_ //• N �` - i O O \ d {�l _..,. _ I `V I _ k r I I ;'ei h E. Moore ',' 1 OFFICE VINYL PLANK; I ! I f I ! \ rhr \> /it W N i _� IT . E55 MANUAL) p I I I o I 1 ! ' v! f OF i pF O ' ' Ili I I-I FL 1 -I - 1 I I , i I , . t . I Ivii ± 1Sv,,_, i I j 1 I I• L \ % = i■■���, -.1 ` / ` m . , , , , . .\ 1 / 6: b =::E= 1Ei / \ .,. . CC - Li g - FEATURE WALL W/ I I 1111,,t I I I I ♦ -- ur CV Iii=��l■I Oilr- _ o i { 3 9' 2 8' om■■..■■�� ACCENT PANEL 4 I i ! 7 I i L I�t ������� ip 21-o { ± 1 1I iII — E55 SIGNAGE PER •• ! h •�" I � _ ■�uu■■■■■ L7 ac z ESS MANUAL) I W1 j • - DVR CABINET ��--,,{ _ �, I I I - N` 1 6' 4'-0' !'- 6°L 1- com" _ CO UJ 0 W2, 10' - 5' • 3' - 0" 7 0 1/4'. 4'- 10' 4'-6 112' �- r I _ 1 ; !•��` iv— , 7 0' 3' I I' ♦���►`` Q 0 I i �— _ — f - W 1 r 1 A.,, paminLrainarsru3si ii:lapaituamouninv-. 4 1 i I I �25c2' CARPET ��+�; a�`� - - V L. Q E� U �" FLOORINGIlitz, I ���` ti� ri \ N I I �". (PER ESS I , _ `,,tea I I \,,,, I IA4.01 7� -, - '210" A4.01 10; I I W1 ; MANUAL) i.. 1,, j k. .,,, 1� EE } a ,.' L 4' 10' E ' 4' 6 112' h \.1 a- .,.,.,., J.,.,,,J...,..✓,�,, v I ``'. v„ ..N..„.,.,.• ., , r, 0 BREAK RM g , „ hi , _ - IIII • III = n W1 ; , , . I r, , . 1 . LIIJ ! L ii l, 1,) , 3'-6314'a --.4-4 _ � • . - '� 206 m - _ _ �,, al UTILITY KM _ _-A i �0 } — .): )2 , - ��' r I( 1- T— ,i- l 6' r T f0 0314�� I � 10' -4314' j 1 9' 6314" T I ! I'll I I I W z - f+ 1 I I-' M I O MOP r I �� . SINK o � . ! it Illll +-+ 1 W a � • Hi -3 -3 W1 t- _L __- -COMM ® -� _ Q ▪ 2 OFFICE Ba rt./Room • eA rh'ROOMCA o U"7 1' - i 1' 4'-7" I 6' 1 i`,/'4'-7' 1' - l i" -s . , ;o i • Q . • I a + I _ II I _ © E --.-__ U ••r s a A-, a� I I I 1 I I -i� / r 1 I I I • m I I I I I I I 1 I 1 I . ! ti a, . . , ,.. I 1C - 0' 30'-0' I 4' 3 1/2' I1H U - .2 '3 -----T {n O I I 23 4c a iiii 1 OFFICE PLAN - SECOND FLOOR 201 OFFICE REFLECTED CEILING PLAN - SECOND FLOOR W A 0 N " A4.01 SCALE. 1/4" = 1'-0" t m A4. SCALE: 114" = 1'-0" • VS Q a, 8E ,.▪n © 0 I C . m CO a-0 mY a, p L 2'-0 2'-O- f f - , - '/ I fl , I Ur..- 1 1 I I 1 -I„I § �„I a ._ i I LL r _ _ , I - • i - • I I _ - • I I ,1 _ >� r = Cn . : ■, ,...t.. 2`x2' A A I :_ :: A k( H _as------== ACOUSTICAL 4 I Z 42" CEILING 2'x2' MONITOR. SYSTEM , � ', �S ACOUSTICAL PENDANT SPOT 42" / j' CEILING SYSTEM LIGHTING ABOVE EA MONITOR w PENDANT SPOT '� SOFFIT SYSTEM Z Z Storage GRIDWALL SECTION LIGHTING ABOVE EA I l�V SOFFIT SYSTEM J_ O_ WI RECESSED w Q U :: RID WALL WI RECESSED - CAN LIGHTS (PER GRIDWALL SECTION ■r •.• - ■■ YSTEM■r■ CAN LIGHTS (PER .. ■■r ESS MANUAL) - PODIUM ■r Q O O ■■ C C ESS MANUAL) ''' RID WALL .. DESK(PER -� ;;;,.YSTEM :: ? n/ �� PODIUM ESS MANUAL) '� L.1_ > Li_ o ■■ I DESK I 2'-0' :: 2' -0" J ❑ Z ii E55 MANUAL} Z W Z as -- - - J - . �l 4,, 2nd FLOOR , ` .J I- • a* p v U D 3 NORTH ELEVATION - OFFICE 4 EAST ELEVATION - OFFICE 5 SOUTH ELEVATION - OFFICE 6 WEST ELEVATION - OFFICE 1 U wCt A4.01 SCALE: 114" = 1-0" A4.01 SCALE: 114" = 1'-0" A4.01 SCALE: 114" = 1 -0 A4.01 SCALE: 1/4" = 1-0" Ia... H W IL.L Z u) Z Z B B B VERTICAL STRUT S 0 FASTENED TO MAIN w o RUNNER Er 1 ARCH/ENG: KEM 11 C - DRAWN: DWJ I I \' \ CHECKED: KM I I ` DATE — 01.10.11 J 1 • ...., / \ / \ r I \ • \ # REVISION: DATE: I I ' ' IN� I I -. °201 2 INTERNATIONAL BUILDING CODE: 808-I-I .I SUSPENDED ACOUSTICAL CEILINGS. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL r pt INSTALLED IN ACCORDANCE WITH THE \� PROVISIONS OF ASTM C635 AND ASTM C 636 1 I n' � , I Iiiii 2nd FLOOR - - - - - I - - _ ..-.... - KESISTENCE AT 12'-O"O.C. OR AS JOB NO. 120'- 8 DESIGNED BY MANUFACTURER 150912 7 EAST ELEVATION - BREAK ROOM 8 SOUTH ELEVATION - BREAK ROOM 9 WEST ELEVATION - BREAK ROOM 14 EAST ELEVATION - OFFICE - DVR/STORAGE ROOM 11 SUSPENDED CEILING DETAIL SHEET NO. 0 A4.01 SCALE: 1/4"= 1' " A4.01 SCALE: 1/4" = 1'-0" A4.01 SCALE: 1?4 1.-0' A4.01 SCALE: 1/4" = 1'-0° A4.01 SCALE: 3/4" = 1'-0" A4.01 • f \ 4 4 4 rn r— 4 � a Rz 4t ° a 1 I8 o N Iz I" Cr) o • 0 Q i II II r ._ °' m c - - II r n _..ir mjm L r-m _ RC 7:1o C 2' - 10" 5' o o 0 Z „ z 6 p V 1 t q v (n I Z t Mco D D z , ,I� Ij a 2 Licz)37 0 0 — o 4 # .<,.. •(!, ....> , .° y - rNr c.V I - co Qrn Qr - q �n Qrt Olrn 6 I'-6"�� 5'-4 114" I L 2'- 6112" •• D r" D 70 N IO Q w I I o al 01rn ° El ro 557r '1 1 m 2'- 10" I 1 S 1-C-1-.11j-1 o0o f cn M m m 1— ' M g - r...... _o_1 • • . 0 2 m fn I I'-G'� 5' -4I/4' I 2'-6112' Q C I 5' L, o D (r) I I _ 3' 0" )f 3'-Cr R ' c� 0 0 � Z Z • I'-5' I I ' n Cr) o • p of , ' M t m I r m - �� 0 Z 9' G 112" 1 6' -I -I __ CO 1 CO D I I I = DJ D7 0 0 o 0 1 1 _ I 1 D I 1 ,r._,. , oa 4 314' I NI O 1 I' - D° 10'-6" 9'- 10" 7. 3' 3 114" I 0' L.DH 7 7 T �,( . .. .., N 4 • to T \ ' I s a DO O 4 • �' . �A .• CXXXXXXX� XXX�1ChCXXXXY'XXYXXXXXXXXYXXnCX.X XY uXXXXYXYXXYXXXXXXXXXXXXXXXXXXX�CXXXXX,CXXX-,,,,,,:y XIIXXsC ACX' I s ' / / / /1 V / •/ :/"I' / / / / t T •n •. W e. CD O. / I M E m z I ID , r I m m 1.> m D n~ SHEET NAME V ~ 40 , Z m o Z BATHROOM PLAN & INTERIOR EXTRA SPACE STORAGE ROCKY MOUNTAIN GROUP > p C cn ARCHITECTS CD ELEVATIONS - BASEMENT eiY - Architectural Geotechnical Q Structural Materials.Testing rCTI •j n II7T Forensics Civil/Planning CS CD o m 11123 SW 68th PARKWAY, TIGARD, OREGON COORADOCOMMRCIAI ©©© ENGINEEMRS N N a 0 0 S I R v 1 6 1. SOUTHERN COLORADO m PROJECT STATUS Colorado Commercial Construction! Inc. 5410 POWERS CENTER POINT,STE230 19375 BEACON LITE RD., MONUMENT, CO 80132 CONSTRUCTION DOCUMENTS COLORADO SPRINGS.COLORADO60920 Off. y 171914882!45 WWW,RMGENGINEER9,COh1 -I These clans are coovrighted 2016 by Geostruct Engineers Inc.dba RMG-Rocky Mountain Grouo all rights reserved.Any sale.reproduction.creation of derivative 719.264.6955 �� 5ouTHERN COLORADO, DENVER METRO, NORTHERN COLORADO w works based on these plans,or use of these plans for any purpose without proper compensation to and the express written consent of RMG,is strictly prohibited. 0 0 ' ' c., r 4- • 30'-0 1-;--.Io r 0•, • •• •••••••••••••0,••••••• • , >x29` • •• D ,L_ I I I I I I I I I m I I I I I I I i _ I I I I I I I • I I I I I I I W, W . 1 C)— . 40 51 _1 ( _,_._ •Im 7'-4" MIN VERIFY1C 17\7-2 4 D 1 1 I I L-J-- J -- . \ w/ LEVATOMFR Il • 40. M • r-n q (72 t g 8 la q c2 0/.1 — 2\. Z Zco IrII / ./- _- 1 /tel=--- co Cn N / ' C I � A V Z -,, ••••••••••••••••••••••••• •• ••••• I w I .•••_# I i, N W J K /< 3' - 4" 2'-4" l'- 10 112" 4'-0" 2'- 1112' -II 22'-0' a' - 0' 0 N < GJ � A n 30'-0' D • <I> 1p w • •• • •• •••••••••• • ••••••••••••• • • 111 W n , • • w_ • •_ I 02 C �,�, ? •� 7' 4"MIN VERIFY \ 1 O w/ELEVATOR MFR /D 0 Dzi • Q_ • 4 •I.— 4 • z • O -a Q • III R E I - �1- in I— c ) ��ID - Z j 21'-4" _ IV • Do N / . • Ci) / I • • I I 8 1 , ' •••] r iI t 3 4 1._ .2'-4' :I' 10 112"J 4'-0'' 2'- 1112" DO 1 / 22'-0' i , o'- 0" ..,P 1 1 - N ` g W CI c 30'-0" ll • 22'-0' 8'-0' a w • • w • • •••••••• ••••••••••• , \/ • _ 1,11-0" \ • • F- M 53 • i • w ',� •- • M • • m / 4\N A I • 7'- 4' MIN VERIFY I O > \ w/ELEVATOR OFR I • o T — _ Q I •• 70 C Q V Q P = -l- - i) °� — z I Q i - 4. C./) i w / • • n / • • r I • C0 , _ ,�,_, wl �` 129C<, 02 I I 3'- 4" L 2'-4" I'- 10 112' 4'-0" 2'- 1 112" O I 1 `E�(� / 22'-0"� I j 8'-0' DO D o N o w G7 C MM. .MI 30'-0' o W U) ••••••••••••••••••••• •••••••• • •••• •••••••• •••••••�, D 1 I • I • DIf L m Xi • I • m 4'-4' • ` a • II rn ii_ / N 7' 4' MIN VERIFY • Dw/ELEVATOR MFR / OIi • - r • • IL1 o • I Tn , •DO I _ ,Ca_____,gg • o Z o Z �. I — • I / • • o / 7 • , ._ .. \ ® ` ' W L •••1 - I. 02 o I 0 DO 1 3'-4" 2'-4" I'- 10 112" 4'-0'- 2'- 1112' 22'-0' 8' - 0' s / / o 11. \ o c' .A II WI VI 4hdli 11411 11k ROCKY MOUNTAIN GROUP = = SHEET NAME EXTRA SPACE STORAGE I' Z rn m = = STAIR/ELEVATOR I PLANS ,- i. o rn a c1 fiziRCH1TEGrs CIl) �• Architectural Geotechnical F-4 7j Structural --ilk 01 y o O ft m G Forensics MCivil/PlanninTesting OCO 11123 SW 68th PARKWAY, TIGARD, OREGON COLORADOCOMMERCIt �CO� ENGINEERS CO N.) 0 CONSTRUCTIO ° r-1 PROJECT STATUS Colorado Commercial Construction, Inc. 5410 POWERS CENTER POINT,STE230 �� p r� J SOUTHERN COLORADO 1 9375 BEACON LITE RD., MONUMENT, CO B0132 CONSTRUCTION DO C U M E NTS COLORADO SPRINGS,COLORADO 80920 O 17191413B-21 45 — 1N1YY RMG E1+1r3tNEERB.COM These plans are copyrighted 2016 by Geosiruet Enoinee s Inc.dba RMG Rocky Mountain Group all rights reserved Any sale,reproduction,creation of derivative 719.264.6955 .1,D SOUTHERN COLORADO, DENVER METRO, NORTHERN COLORADO .... works based on these plans,or use of these plans for any purpose without proper compensation to and the express written consent of RMG,is strictly prohibited. • (..Di! t1 -1! -- - o o QR Q1CI w � N8 N -i QrrtZ . 8 . g ➢ q rn cn Q -i Q ]0 O (,) 7v O ("3 70 r Q � W co 5 411 40 Cn %7/`7/`i/`7/\�/`�,oca Ic I i V . /V\ ),;.,,._,0 c . . . i__ _ _ _: 1— ' - — .. -__,_ _ _ _ _I .I _ _ ___, r- r _ _ _: __,1 , . 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Civil/Planning 11123 SW 68th PARKWAY, TIGARD, OREGON COLORADOCOMMERCIAL oq---; d ENGINEERS N) o ~ C0NSIRUCiI0N c' o° ,4' PROJECT STATUS 8 n SOUTHERN COLORADO m Colorado Commercial Construction, Inc. 5410 POWERS CENTER POINT.STE230 8 J 193758EACONLITE RD„ MONUMENT, CO80132 COLORADO SPRINGS,COLORADO 80920 O l 17191488-2145--WWW.RMO-ENSINEERS.COr4 CONSTRUCTION DOCUMENTS These plans are coovrinhted 2016 by Geostruct Engineers Inc dba RMG-Rocky Mountain Group all rights reserved.Any sale.reproduction.creation of derivative 719.264.6955 .15gy SOUTHERN COLORADO, DENVER METRO, NORTHERN COLORADO ` w works based on these plans,or use of these plans for any purpose without proper compensation to and the express written consent of RMG,is strictly Drohibited. 1 1 I" / 4 li -E> W b N x , 8'-0" 21' -0" 2' - 1112' 4' -0" 3'- 2 1/2" 3'- 4" 16' -4° � / i / /.. k -IC:). 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NORTHERN COLORADO w works based on these plans,or use of these plans for any purpose without proper compensation to and the express written consent of RMG,is strictly prohibited. A iirgi + Eb a t� L F- C N 2-~ 0 o co m U a N ¢ 0 1 a m o / ©0 11 © 0N z ii� U r V CI I= ~ Z UI L9 In .,=, `' Z ❑ I I Q w -Eo W I- wa f Z I z gOw W G_} —11 :l IL. ■ ii . • 1 i Imp 1 G — — — — — — p • W 1 I I I I I ITS Q •- o N L-E a• cb o \ I I II / I \ II v 1 0 z m ll m A1:1:15: , E — PRE-FINISHED GUTTER _ o I / V J ill 41 }j � I I 8'-0' 8'-0' 4cn� I• r I d-0' 15'-0' PRE-FINISHED GUTTER --. 1 LIZ I AUC' I I Kelth E. Moore Cn o STANDING SEAM `� p METAL ROOF w Color;do •p ngs r• H cp‘i C 'CV 3 O 3 N A4.07i i N 1A4.07 tj; (-- \ • I I — OF O$ — p� '111111111L - o LL-11 ,o FS 81 8'-0' 8'-0' O W�� �' �' �' U w z"• 0 a o' 1 I \ mu)a� I4C CI - ' -- I IMI II , :7;‘.\f\\ H - - cn - __I „, .9 N ----1-----r i' ' ' ' - - - - --'- - ± •• „ . i ' %:...y I ji ,,,. ity it 1 I 5 - Z. I'-0" I I' - 0' I I l' 0' I'-0' E I o C.(.j 4 A 4 0 ce 3- n a A4-07 A4.07 C v Ni Z CIEN Q " S 1 SOUTH ENTRY PLAN - BASEMENT 2 SOUTH ENTRY PLAN - ROOF w .o Q ial A4.07 SCALE: 1/4" = 1'-0" A4.07 SCALE: 114' = 1'-0" oCiD N Cl)� c m! Z o n CA 0 0 0 2 V1 • - ` c W -- U < cD g � .0 o y a • N (.; o I� Q E 3 CL (0 m a ! 81t ® g © © <-...\\ r • O I `I 0 -a m - METAL RIDGE CAP - BRAKE MTL. WALL CAP I METAL RIDGE CAP O S 2nd FLOOR • • - - - _ - - • _ - . - 2nd FLOOR �— I - - - - - - X U - 120' 8' y r� 12O -8 _ - METAL SOFFIT I STANDING SEAM METAL ROOF g a STANDING SEAM METAL ROOF I i• R-2 I BATT S 8 4" 1 12" -/1 Sim7 ",5'-< { _ INSULATION 5 _ y .- �-�� METAL SOFFIT A5502 I S? 6° MTL C-STUD o-0 1 I 1 FY @ 16" OIG _`�� �� ROOF TRUSSES @ 24"0/C -� (BY OTHERS. SEE STRUCT. FOR LAYOUT) _ +� I L - I I I I _ - GUTTER -IA r fl fBY OTHEERS, SEES TRU 2FOR/LAYOUT} II H it 6 Sim 9 Zo �. o { :�� \5.02 ��� - FASCIA �__ 3" INSULATED I • • • --� PANEL. R 2 1 + I'- 5'1.8' 1 5'-4' • l8' 1'-5k I' 0'. hSS TL. BEAM j ,.�c Z ``I l PER STRUGT. �r+rtV - H5S STL. BEAM SYNTHETIC v! W • PER 5TRUCT. \. STONE VENEER 7/8" FURRING CHANNEL Z I st FLOOR_ _ I _ I st FLOOR e .\ - PROVIDE END ) @ 48"0/C < r , 110' 4' o _ . ' i' ' i i $ i l 0 4" - , \\__ CAP FOR HSS- - - - - V `� I--L� I--LH I I I - �■ STL. BEAM . 4'CONC. OVER STRUCT. i2 Z O 'i♦ DECKING SYSTEM 11 i I I I I 1 f l I M. 518" DENSGLA55 > O Z - I Zo { I I I—I _ �Iili■ SHEATHING SYNTHETIC ��// STONE CAP LL Z • �� o ._ U • I I I ten= 6' MTL. C-STUD ` H55 STL. DM. PER 0 I ` , I ��I 1- `r �- FRAMING @ I G"0/C ,, STRUCT. Z _ 11 1 / !/ .\ • — 1 I Ming PAVING W w H O_ ' ■� '/ \ O_ SLOPED 4' SYNTHETIC STONE \ _■= // ,/ , \ i� I =m, CONC. SLAB VENEER WAINSCOT H CC ■� �- © Sim M MP ALUMINUM FLASHING R-10 RIGID INSULATION D N I I / ,' �� �I/ AT COL. BASE / -,--I 1- w ' A5.02 �I� 8' CONC. SLAB w O a U) I I I , ,/ ', I_ I 4"ASPHALT ■■ 6' CONC. CURB , z Cn F Z / VAPOR BARRIER 0 _ w . , , CONC. PILASTER ! Imo- / BASEMENT r PER STRUCT. BASEMENT / ` ' ••••••- 118"112" Inn'- O" - _ — - I C)C) ~ - '- . - - - - - - , GRANULAR FILL BASE COURSE FOUNDATION LEVEL w AM ' .-. WAS v vLI►v_ _ ri J J'J / /� - CONC. FND WALL AMA \` \ �` \` �\ \ \` \ \\ - FOUNDATION LEVEL - ��� w: \' /� IUW X61 di �1��I�1 [\� Il�li�u�uillul�Y ul✓��<<�W}ya��Y�u��i.���l yi/IiF [i �r r \ \ / �\ \ ♦ / ARCH/ENG: KEM 99 O° �� ��� \/\\'\\‘ ��� ���`����� ���� � 99 ' �`,/ \-7-777 \ \\ �\ \ ❑C PER STRUCT. DRAWN: DWJ \ \�\�\�\�\�\�\�\�\�\/ � � � � �\/ � � � � � / / �� \ \� '7 \ WATER PROOFING CHECKED: KM \ � � �/�//�����������������'d ��/��/��/��/���\\���,�`�/�/ �< ///- • -�t /��j�/II//�'��/�I/�I ' �� I� �� �� �I �� �� �� �� I�,� AT FND WALL DATE /\/\/X/X// /\/\/X/\/\/X/\/sss\\\�// // // // // "// /X// // // /X/ i j/\Z j\�\ %`' \ \ \� �� \� \� �� �� \� \% %\• 1I 1 � ,� / �/ � � � I I � � •.</;\ I� Al FTG PER STRUCT. � I. I O.�l IIIIIIIIIIIIIIIIIIIII. WATER RESISTANT # REVISION DATE. BARRIER 3 SOUTH ENTRY CROSS SECTION 4 SOUTH ENTRY LONGITUDINAL SECTION A4.07 SCALE: 1/4"= 1'-0" A4.07 SCALE: 114° = 1-0" JOB NO. 150912 SHEET NO A4.07 • 4. 4 A ( __ 0Z to O 30'-0'0 7 ---------"---------------------------_ !2'- 10 i!2' I-9 ti O 1 A : m ►; i II Z V,�' '5, 1:1 - , I-- - Z (I) I o O r.? N Z O Si p iI 42' - 0' 11 0 0 N r\ Q V N . -_ 18 — — — — — -I— — — — — — _ C' CO -'..I Q IV N . = = = = I I I > 0 .0. _ .0 II ry Q IN.) < I R1' 9" L. < 7 112 " 71u2. to 71 < " J J < . o I .f lI` �. • W < 0, c 0 p I I I < < • < — — — — J —• �. — — — — (0-1 I I 4c - ),- / \a co Z • cl) O El 2 I Am II Z ii- XI 73 I ! Z DO OI I I 40., I I I tbr )) • I I I I � I m `,5 u m n� SHEET NAME ~ ~ 144 , EXTRA SPACE STORAGE ROCKY MOUNTAIN GROUP z m z z NORTH ENTRY PLANS "` O cn G) ARCHITECTS Dz p Architectural Geotechnical O • : Structural M G Materials.Testing OUl CD O rn o �: m Forensics Civil/Planning c A 11123 SW 68th PARKWAY, TIGARD, OREGON COLORADOCOMMERC!A' o ENGINEERS OO N o N S I R U C T i 0 h PROJECT STATUS .SOUTHERN COLORADO m Colorado Commercial Construction, Inc. 5410 POWERS CENTERPOINT,STE230 h �r 19375 BEACON LITE RD., MONUMENT, CO 90132 COLORADO SPRINGS.COLORADO 80920 vO1Y .y va,- 17191499-2145 ^• WWW•RMG-ENGINEERS.COM CONSTRUCTION DOCUMENTS These plans are coovrighted 2016 by Geostruct Engineers Inc.dba RMG-Rockv Mountain Group all rights reserved.Any sale.reproduction•creation of derivative 719.264 6955 SOUTHERN COLORADO, DENVER METRO, NORTHERN COLORADO \- i i..► works based on these plans,or use of these plans for any purpose without proper compensation to and the express written consent of RMG,is strictly prohibited. ,, 1 4 —11--- ---111-0— # — 0— Q r6) v.- co Z8 � D N_ u21— r- , . o � I 5' 8° I° it i 14'-0" / 9'- 0" �1'-4" r r 3'-0" 23/4" "1 I I I 0 siN\s\\'\ ' n \\\\\ I �/j / , - I• - A t; . • U} II �, /„..„ „<„,, ?'.‹.. \ \\. . 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Structuralhil G Materials.Testing Forensics Civil1Planni CD CD 11123 SW 68th PARKWAY, TIGARD, OREGON COLORADOCOMIERCIAI a ENGINEERS (D N o CONSTRUCTION `( 0 C� r) SOUTHERN COLORADO PROJECT STATUS Colorado Commercial Construction, Inc. 5410 POWERS CENTER POINT,STE230 ifrL"� r � 19375 BEACON UTERO., M❑Nur ENT, CO 90132 CONSTRUCTION DOCUMENTS4.6956COLORADO80920 ��y I7191411-2145—WWW,RMG-ENGINEERS,COM These plans are coovrighted 2016 by Geosiruct Engineers Inc.dba RMG Rocky Mountain Group all rights reserved Any sale.reproduction,creation of derivative COLORADOSPRING719.264.6955 SOUTHERN COLORADO, DENVER METRO, NORTHERN COLORADO works based on these plans,or use of these plans for any purpose without proper compensation to and the express written consent of RMG,is strictly prohibited. Irk I >h ell Jr% f 4 \ L \ Ie `d� Ia 2' c � ❑ r B 8 _ n (5 m U BRAKE METAL I 12" MTL TRACK {L � � PARAPET WALL CAP ❑ 318"/�� OVER WALL 0 ❑ U WITH DRIP EDGE � A55EMI3LY O ❑ - - - - ❑ WALL H . W • 145' \ I/4`SHEATHING ♦ ♦�\ ° ix - -- 6• MTL TRACK _ z ❑ FOR CANT ••• TPO 60 MIL SYN. STONE �m� Z F X 0 3 , o , 1 ♦♦ BACKING i♦i♦i ROOFING CAP RETURN J ° r ♦♦ ������ MEMBRANE • -• Z Z o f ♦♦ 2'x8" MTL. �/ ••• . . = I _ Et ix z . .; *♦ STUD BACKER ♦♦♦♦♦ 5Th. STONEU z . . . • •• C • ♦♦♦♦♦♦ 7/8' FURRING WAINSCOT Z ~ ❑ Q ------__ ♦♦♦ ■�`- - STOREFRONT w ❑ ' +R a _ 3" INSULATED 13!8'x8' O♦♦♦� CHANNEL RETURN ENTRY DOORS a o z a �♦ PANLJ=L, R-21+ I\ MTL. STUD - •., i ` PLACED 7O • ♦♦♦ PROVIDE -'� 1 . '" cb El •• ♦ BACKER •♦♦♦♦♦ STRUCTURAL �•� 1/2' 150. JOINT V m m n - •is ••♦•♦ BACKING FOR 3' INSULATED GRID LIGHTWEIGHT �� �� O r m z " BRAKE METAL _� ♦�♦�♦� MTL. STUD WALL PANEL, CONC. ,� NO THRESHOLD re d" r i _E:: ♦♦ WALL BAND ♦•♦•♦ BUILD OUT �, K-2 1+ t♦' SHEAR PANEL ��_ OPTION FOR DURA- STEEL ROD ♦# ♦♦♦ • -- ��■�� ❑ ♦••♦ • ` �♦ PER STRUCT. TOPPING, , j ro SUPPORT PER ♦♦ I •••• • 6' MTL TRACK ►• VARYING GLIDE 2000 SERIES STRUCT • �♦ 7/8` FURRING ■v• TRUFA57 51P �� - 4' LONG. OVER 57RUCT. I I!2 . ♦♦ * 6' MTL. C-STUD THICKNESS I ' 11'►" • ♦� 3' INSULATED �� SCREW ►l♦ - @ 30' 0/C a .1/8'112 -A_ %1 . $ ` - CHANNEL @ PANEL. R-21 + - ♦♦♦ TRUFAST SIP ►w♦ !�r 2nd FLOOR PECKING SYSTEM ♦ \ 48 0/C •♦ SCREW ►`a ,, " 3/8' PLATE �� ��♦�♦ 518' DENSGLASS ¢�� 4'CONC. OVER.STRUCT. ` _ , 1 @ 8'-0'O.C.•' �♦ \,_ 6' MTL. C STUD r 6` MTL. C STUD ��� SHEATHING a , _ • • @ • 1 6'OIC ♦♦•♦• FLOOR LEVEL- DECKING SYSTEM 51-L. CHANNEL PER STRUCT. �a D @ E 6 0/C $$: 518" DENSDECK ♦ ) a R-25 HIGH ♦�♦�.�.♦♦� _ ♦ , 0 METAL ROOFING - 2 112 . •. ♦♦••♦ I. ROOF BOARD ♦ � • " • COMPRESSION - . -4 - . 2x CANT ♦♦ FLASHING ♦ tib'? 1 •FINISHED O N _ BACKING ••••• ��r�•���•♦D�•�♦�•�♦r•�•r♦•♦•��•••rrrrr� • ( \ 718' FURRING EXTRUDED �1 •♦ ••• •♦ ♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦ ♦♦ ATTACHMENT \ V I _ Moore Ky �1 STL. PURLIN PER STRUCT. BOTH 5IDES + 1' ` ROOFS %%i� � a�♦ ♦♦♦♦♦♦ ♦♦♦•♦ii♦•♦i♦�•i♦�♦•:•i••►♦••••♦�•:♦� CLIP @ 16"OIG ♦! 1 - CHANNEL @ INSULATION NE ;. FLASHING ......w.�•.w-•-•.w• 5 31_44110". ~., ;4". R-2 5 BATT ♦♦•♦♦ ��•♦•��►•�•��f•��J►•�•♦♦♦D"�D�♦�♦�♦"ii'�♦�♦� �►�•-r•'� •.r AS RI=Q'D ♦ �r ► r N INSULATION IN i♦:♦� r �♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦••♦•♦•Ili♦♦♦♦♦♦•♦♦♦•♦♦1►♦♦.►♦♦♦♦ ( } q • s "r H55 COL- PER STRUCT. 1 0 i STL. CHANNEL ROOF LEVE WALL CAVITY @ ♦♦ T Tr - STL. BM. CONNECTION !!S' . 11. :♦ \ LEDGER PER 142' 4' ROOF •♦�♦ i BRAKE METAL + PER STRUGT. Ir•GUTTER - • . On" i► ♦♦•♦ WALL BAND ♦ CONC. OVER STL I I STL. BM. PER STRUCT. �G� ♦ STRUCT. •�• • ♦ DECKING PER i Z� •• - . Oty„ • ' ' - ♦♦ FIRE BLOCKING i•♦•♦• (AS OCCURS) ♦ STL. BM. PER STRUCT. I C)F' (�� •• AT VOID CREATED �•• ♦ STRUCT. W/WATER [---- 3rd FLOOR •�," •♦ - ♦••♦♦• MTL. ROOF DECK 6"MTL TRACK PROOFING MEMBRANE I H55 COL. PER STRUCT. y' - BY HAT CHANNEL ♦•• FIRE BLOCKING o 13 I' - O" •• a ♦'•'••♦ PER STRUCT. _- 1 1111112-. I • , a * STUD BAY •♦♦ AT VOID CREATED \ a •Q♦♦♦ 6` MTL. C-STUD Q s N HSS PER ♦♦♦•D BY HAT CHANNEL �' STL. ANGLE PER PAINT ALL ••• @ 30" O!C U w m STRUCT. STRUCT. @ 18"0/C EXPOSED METAL R-25 POLYISO .*,•• rt II C.>C - o RIGID ROOF ♦••• MTL. LEDGER PER Z INSULATION STRUCT. U o o , aa , PARAPET WALL/ - EXTERIOR WALL/BEAM/ DRIVEWAY STRUCTURE/ = W z O r v¢r 1 FIXED METAL AWNING DETAIL 2 ROOF DETAIL' 3 FLOOR DETAIL Cf.) STOREFRONT/FLOOR DETAILr117"' 121 A5.01 SCALE: 3/4" = 1'-0'" A5.01 SCALE: 11/2" = 1'-0" A5.01 SCALE: 3/4" = 1-0" SCALE: 3/4 ,-- 1'-01 po Q o U U - GRID ' mo .5 n o4 TRUFAST 51P -m. 3"WALL PANEL, \ ■■■I �`- SCREW "' GRID ■■1 o cb R-21 + =ME2 (1_I) I ii■ I CHANNEL @ WATER RESISTANT 48'OIC O WATER RESISTANT '�\\/\\/. 4�-' - - • _'- _`' I/2" I50. JOINT ♦ WATER RESISTANT /\\'/\\'/\\' ♦ GALV. MTL. LATH I U z BARRIER / / / ♦ \ \\ \\�•♦ BARRIER \\ \� \ •• ' - I o , 2nd FLOOR ///�//•Q +:•• e_+- --+ \//\/ \//\/I♦• - _ SCRATCH COAT 'C y L 120 8' - - - - - STRUCTURAL \ \ •♦ - \//\//\//\//,\i• - . a.•• 0 118"1 12" /\//\// ♦�'- ' • 4 CONC. OVER WATER PROOFING , A /\ /� /• .. (f} a \, -...K LIGHTWEIGHT /\/\�♦ STRUCT. DECKING AT FDN WALL \\ v j ' •• • MORTAR 6° MTL. C-STUD H Q CONC. /\// //\•• �' \/\/\/\�♦♦- �- r- ■■) a.o CONC. OVER 57L. - . " TOPPING, /\/\�•• . SYSTEM / ♦ tr SETTING BED \ @ f 6'OIC 0� N DECKING PER STRUCT. //V \% \/ \ - ° VARYING \/ /\•� .- a CONC. FND WALL \ • = ~ //�.//�.//�//�,i 112' ISO. JOINT 5Th. STONE \ EMI Q \ /\// j, ,` I St FLOOR_ 4,\\// //♦•. PER STRUCT. \/ \. \/ \/• ♦-., • •,• MEMBRANE ROOFING //\//\/ \ \ .w 114"1 12".,it THICKNESS I I O' 4" -• 4% - \ \ \ \ W/WATER \ \ \ \ ♦ _ , VENEER \ ■■■1 § .. \/..:\\ \. ♦ - - ,'4 _ / /// / : �, - 8"CONC. SLAB ■1■I Q C6 \ �♦♦/ ' , BASEMENT \ \..\, / •♦ + +- - . _ FLASHING W! �� -C) 0 0 \\/\\/\/ . -. , ' 4•: • ;/�\J /\/ • .-. a.. ■. - 6„ MTL. TRACK 1- a n STL. ANGLE PER /.\// \/ : " /�//\//. � •4 . i foo' o" \/ / / ._ -' - •.. . : \Dw P> DG> ■� .< IY N 6 STRUCT. \�j\\/\\ \\ \ • . •a: : r CONC. FON WALL .\\.^. •,•-- 1.--- • >/\/ / ••..4.• .�.' •- • A. \ - 4' CONC. OVER a Q cc -. ' °, PER STRUCT. � `/ � • .. R-7.5 RIGID / / // /�• :-.^-'°� . : � C � m \ \\ \\ •� - _ 4 WALL SCREED STRUCT. DECKING �^ No \ \ \ \ \ • /\/\ � • STL. ANGLE li INSULATIQN �/ / / / ♦ �/1 n /// • WATER RESISTANT \ \I/�\//\\I/i� R-25 HIGH /\/ / ♦♦ 4 ,: \� / / / / ♦ . ' ��� BARRIER \/\/\\/\\/\\ ♦ Aa••:' --- COMPR>=SSION •/\// /� ;lb • LEDGER PER FOUNDATION LEVEL /\\�\\�\\�• - Q U `x2 VAPOR BARRIER CO O e L- ,/\ \ \ \// ♦: " 4:• EXTRUDED WATER PROOFING �\ \ ••` STRUCT. T 99' - O' � / • ' - ; '' . : .` - CPOC� CONC. FDN WALL \/\/\/\/ + POLYSTYRENE AT FON WALL /\/\ <•: ..a .-. \\: o O o 2nd FLOOR- N C O • - \ \ \•• '---4" e, 4 p�0 1 20 - 8" �" •♦�♦�y 4 w PER STRUCT. \/\/ ` / /� 4 a INSULATION //\//\�♦ 4: \� / '�� ' ° : 1--`":' O OCA PROTECTIVE � •♦• _ : _ :. O c�a \ \\ \ ♦ 0 2 , R-7.5 RIGID INSULATION \••, �/ / - -:4 •; / BOARD A7 ii♦♦• .4` •:,4% OD N ATWATER FDN WOOFING \%�\/ \/ // • /\///�/.•••,••4.-..' - /\j • = \ GRAVEL FILL BASE COURSE ►Q••• N {� g /\\/\\/\\/ .. \ ♦ 'a. \\ \\ \\ \� \� \\ \\ \\ \� \\ \\ EXPOSED RIGID \ "•-• a '. _ , _` ? : r L "o \\/\\/\.• FTG PER STRUCT. \// // // // // �/ // // �� // // INSULATION /\//\// O♦ce .' R-7.5 RIGID INSULATION rT' T- 0 a d R-7.5 RIGID INSULATION \ STL. BM. PER /�//�// /\\�\\/\\/\ \\/\\ \\/\/\/\/ /\\ %�\/ •••• •- -4 I� 0N H STRUCT. I WATER RESISTANT 0 BARRIER .Q IX QCp 8- DRIVEWAY STRUCTURE/ FDN WALL/EXTERIOR mm 5 FDN WALL DETAIL 6 FDN WALL/FLOOR DETAIL 7 FDN WALL/SLAB ON GRADE DETAIL 8 WALL/FLOOR DETAIL 0 I 1- A5 01 SCALE' 3:4 1 -0 A5.01 SCALE. 3r4 1 -0 A5.01 SCALE: 3/4" = 1'-0° 5.01 SCALE: 11/2' = 1'-0" ] - { F- Z W 2 GRID 10" L TRACK 3 BRAKE METAL OVER WALL0 PARAPET WALL ASSEMBLY GRID 10 CAP WITH cf, _, DRIP EDGE 4° MTL TRACK 0z © Q / �- o O. PARAPET / `.. I. 0" W f43' 8° 1�� / 1 ❑ r , 4x4 H55 �♦/- 4• MTL C-STUD PAVING OVERHEAD ROLL �•J /// @ 24"0/C TEMPERED I I UP DOOR, R4.75 D STOREFRONT STOREFRONT TEMPERED ...,---------- 8" - I 518' • GLAZING +- SILL STOREFRONT _ 8"CONC. SLAB ROOF LEVEL - - -�� 'L- DENSGLASS GLAZING BASEMENT • -- - 112" I50. JOINT FLASHING OVER I00 O' _ \ T r� 142' - 4" SHEATHING STOREFRONT , • w v, TPO 60 MIL ROOFIN STONE CAP #WALL SILL F.I.P.FIPaFe PANEL# UNDER .:4'. z STOREFRONT � 4" CONC. 57RUCT. INSULATION '7/\<<1 = • - , SYSTEM wl _ �' MEMBRANE, EXTE %J DECKING SYSTEM AS REC�'[7 \\ \\ ►♦ p a • • w O STOREFRONT SILL \/ / ► ' O • UP # UNDER GAP FLOOR LEVEL .-*„.7.--y - - FOUNDATION LEVEL. W6•♦•••6 b . ". ° 0- U r SPANDREL - j I 5 FLOOR - - \��� rn GLASS PANEL FLASHING - \ \ '•. A • J I I O 4" "M ` . 99' O° i\\�\\/\ •$ - • •6 VAPOR BARRIER t R-25 POLY15O / BRAKE METAL SYNTHETIC R-7.5 RIGID \/ �a .+_ ARCH/ENG: KEM _! 1., STONE CAP INSULATION / /� 0 •- -•-. - `.._'...•,: •-. . GRANULAR FILL DRAWN. DWJ �• RIGID ROOF .• NN, \ 4' CONC. OVER ��\/�\/� �a CHECKED: KM INSULATION \ STL. ANGLE LEDGER. SYNTHETIC , \ SYSTEM DECKING � / //j •; / , e / \/ BASE COURSE DATE STL. BM PER + PER STRUCT. STONE VENEER 'NN \ \/\ / \ \\ \\ \\ \ '� DRAIN PER / / / /\/ / / /\ \/ CONG. FND n q STRUCT. 518' DENSDECK STL. BM PER �I \ 6' MTL. TRACK SOIL REPORT ��/\/\/�\/\//\//\//\ WALL PER V O. 17 STOREFRONT \ ROOF BOARD STRUCT. 7/8' FURRING /\\ /\/\/\`\\/\\/\\/\/\\/ STRUCT. CHANNEL /4 / . # REVISION DATE: HEADER @ \ \ 7RUFA57 51P FTG PER / / \/\/\ \ \ \ \ \z. .� STOREFRONT 48 OIC \ SCREW 57RUCT. / /\\/\/\/\/\\/\\/\\/\\/\\/ /I\ REVIEW VE 11/15/17 HEADER 3" INSULATED G' MTL. C STUD PLANS j /' PANEL, R-2 I + @ 16'O/C / MTL. ROOF DECK TEMPERED / PER STRUCT. \ � TEMPERESTOREFRONT -- I /\/\/\/\/\/\/\/\/\/\ STORPFRD ONT GLAZING /�,\\\.\\,<\ , \/\\/�\,,\/�\/�\/ GLAZING STL. ANGLE LEDGER. •'" PER RUCT. STORE RO PA PE EXTERIOR WALL WITH STONE/ FDN WALL/ EXTERIOR DOOR/ JOB NO. 9 ROOF DETAIL Cl(DISTOREFRONT/FLOOR DETAIL 11 STOREFRONT/FLOOR DETAIL 12 SLAB ON GRADE DETAIL150912 ' SHEET NO- A5.01 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" A5.01 SCALE: 3/4" = 1'-0" A5.01 SCALE: 3/4" = 1'-0" A5.0 r # 4 a 0I 'V, g' G G 1c Aa To 0 owU a m m N 4���♦ 6' MTL. C-STUD 3" INSULATED \ i♦iai♦ 6' MTL. C-STUD O W 3" INSULATED ai♦O aa♦ PANEL, R-21+ %%i @ 16' 0/C PANEL, R-2 I + \ ••• @ 16° OIC Z .....--- -e ----e- ZL9 u1.9 LG U 'i J W �i: i�i'i� 718• FURRING ~ W ���•♦ 7/8" FURRING \ ♦�♦�♦� _ _--- CHANNEL @ \ \\\\\\\\ M I FLASHING Is , Z�� CHANNEL48" 0/C \ \ = tal•♦ 48"OIC SYN. STONE \ W d ATTACHMENT ♦♦♦ VENEER UI4 CLIP@ 16OIC(A5 R1 D) . SYN. 5TONE SLOPED 4' CDNC. U CO Ea R-21 BATT ♦♦♦ �� I I I z i♦ - R-21 BATT VENEER �� I SB \ \ O♦ INSULATION ABOVE INSULATION ABOVE - �m — \ \ a` DOOR OPENING STHETIC BRAKE METAL ♦ STONEDOOROPENING I I \♦ 4" CONC. - ALUMINUM 6" MTL. C- 10WALLBAND VENEERJAMB � .j • FLASHING AT STUD @ \ 70 ,(AS OCCURS) ♦ R)TURN 2nd FLOOR _ _ COL-BA5E 16"OlCn inLL O.♦ 12a -8° ♦♦♦ 1� OVERHEAD ROLL ♦aa \ OVERHEAD ROLL t . \ \ \ \• \+ \ \ \ Ni 'N ) C i UP DOOR, R-4.75 \ UP DOOR, R-4.75 .- . - - /\/�/�/�/�/�/ \/\/ e �y' • , BRAKE METAL \\\ // // // // // �/ // \ -\ D JAMB 1-1 1H-1 RETURN I ��~ � - %// // // // // // // // + . ' / N. N GJ i" �_ I ��� >\\//\\//\Nj\N/\/j\\%\\j\\//\\/�\//\\//\\//\\//\ v \\ \� \ 6• coNc. cuRB 5/8" �sS \ X74 +<eith :. Moore'$:..), � � 1 moi! !\.. :. \ •\ \��\� � � A AN\ � �� �\A A \. SHEATHING ` y T \�\ \ \\\\\ +w 1 OVERHEAD METAL HEADER DETAIL 2 OVERHEAD STONE JAMB/HEADER DETAIL 3 ENTRY CANOPY COL. BASE DETAIL ENTRY CANOPY COL. PLAN DETAILA5.02 SCALE I 1 f-o • J r,' A5.02 SCALE 1 112° = 1'0" A5.02 SCALE. 314° = 1'0" (n. SCALE 314" 1'-0" U o 0 No �W 1= 1 o e . 1_-< K a �a dd,n a O.n W U l Z8c, MTL. RIDGE CAP 0 '6 Q U)0 - . UJo UJ i o a1 00 c=:. J BRAKE MTL. WALL CAP/� +n U U V ,a 4' MTL. C-STUD @ GRID 6 16" OIG(HOW. Q p /' ORIENTATION) -°o 2 o a cS T 4' MTL. TRACK / GRID O H U.y o 2 SYNTHETIC STONE U o / VENEER • C 2 .,., •, STANDING ♦' 3• INSULATED Z n ti,.. . . ... .._ • �� \\ SEAM MTL. • WALL PANEL, GRID 0lI °1 . \\411 STANDING SEAM MTL. ROOF R-2 1 + N c - w o � � a � ROOF j 718' FURRING 6' MTL. C-STUD 2 � N ,I • CHANNEL @ % @ 30"0/C O 0 MTL. ROOF • ROOF TRUSS (BY 48' 0/C / D °' °' DECK PER •♦ ------- : � OTHERS) O Q L '\\\ 5TRUCT. / / (n • m \ — • 6" MTL. C-STUD @4177'.' TEMPERED I FLASHING OVER o-o \ MTL. ROOF DECK PER FLASHING • 1 G•OIC %� BRAKE METAL O ♦ / STOREFRONT INSULATED PANEL i� \ W/CONT. ♦ WALL BAND, STRUCT. BUM • 3" INSULATED VERTICAL GLAZING / UNDER.STOREFRONT rT� cis 0) \. SEALANT • • PANEL, R-21+ I STOREFRONT SILL h4 U ¢ (� $ \ • ` 51LL �_� 4"CONC. OVER Y V o 2 L c2 a MTL. SOFFIT • T — ...$ FLOOR LEVEL g. • STRUCT. DECKING CL O t \ • • ♦ 7 ��� SYSTEM Q 3 N) 5/8" DEN5GLA55 ♦ 4:41, ♦jaj♦♦♦♦♦♦Q♦aj♦♦♦jaj♦♦♦Q ♦♦♦jaj♦♦♦j♦♦aj0♦j♦♦♦Oj♦.�♦aj♦j♦j♦♦f♦♦j♦♦♦♦♦♦►a♦ 3' INSULATED ■, ° • F.I.P. CA o E • ♦aia♦♦♦a♦♦♦♦♦a♦♦♦ ♦♦a*♦aaa♦►aa�iaa♦♦♦♦a♦aaa• V1 SHEATHING : �� ♦♦♦♦i a♦♦aaa♦ aaaaaa♦♦♦a♦♦aaa♦♦♦♦♦♦�.♦♦♦a♦♦♦♦a♦♦♦ ♦ INSULATION -cE k ♦aaaaa♦♦Oa♦♦♦♦a♦♦♦aa♦♦a♦aauaaa♦aaa♦a♦aa♦aa♦♦aaaaaaa♦ PANEL, R-2 1 + ♦ }. n aaaaaaaa♦♦a♦a♦♦♦♦aaa♦♦a♦aa♦a♦aaa♦aaaaa♦♦aaaaaa♦aaa♦ ♦♦ AS REO'D oo , : / 'a CD 0 - , \ :♦ 4.` 7/8' FURRING a� 6' MTL. TRACK 0 0 �� ` WALL BAND CHANNEL @ +� NN U) 0 ♦� 718" FURRING CHANNEL ATTACHMENT 48° 0/C w Lo 2' \1 ,Nn @ 48"0/C CLIPS @ 1 6" 0/C 6" MTL. C-STUDH CV {1a g 16" 0/C 0 `�o ROOF TRUSS @ `- 0 -, j o 0 _ DOWNSPOUT 0 N - U N ` a n \ G" MTL. TRACK 1 Q 8 EXTERIOR WALL/STOREFRONT/FLOOR DETAIL ▪ a' 6 ENTRY CANOPY ROOF/WALL DETAIL 7 DOWNSPOUT/EXTERIOR TRIM PLAN DETAIL m \ A5.02 SCALE: 3/4" 1 0 A5.02 SCALE 1 1/2° = 1'-0" A5.02 SCALE 314" = 1'-0" 2,3 \ _ 7,/ 6" MTL. C-STUD @ I6'O/C 4\NI z w 5 ENTRY CANOPY WALL CAP DETAIL 2 A5.02 SCALE: 1 112" = 1'-0° 00 U G U) 0 S J ., 6' MTL. C-STUD / •••j•• 7/8"SHEAR --- _ - @ 30" OIC 6" MTL. C-STUD W 0 3' INSULATED Q•%• CONTINUOUS PANEL � / @ 30" OIC WH R-21 BATT PANEL, R-21 + ♦♦a♦♦a BUTYL - r r - - - - R-2 1 BATT as♦aa♦ I / I 1 NSU LATION AT I / 1 a♦a♦aa SEALANT / / j INSULATION AT I F- I , I DOORJAMB I iv,• 718" FURRING I I I DOOR JAMS 3" INSULATED •♦•aj 4 \ _F_' N.24 'E H E a m.y o cp Ira(-) 4 m N a a m o o ❑ C° z GI Ce O Ll x R-25 POLYISO TPO GD MIL HANDRAIL STAIRS (n (19 in[.71--L-- o z o -.LID RIGID ROOF ROOFING , — k I Z O o f 6 INSULATION I MEMBRANE ; UW o W J p H F W a E BARRIER I Z Z z o w 2x FT NAILERS VAPOR BARRIER I - TPD 60 MIL RAIL - CMU WALL MASONRY U L7 w W / ROOFING STOREFRONT LAG fT r t Z F t ° R-25 POLYISD SYSTEM Q W23, Z �^ o ANGLE FLASHING MEMBRANE 8" CONC. / I SCREWS ❑ ❑ v ° RIGID ROOF (BEYOND) \ 8 CONC. SLAB m w/SEALANT TO Ii SLAB Y co'? o I —�■� INSULATION 4'CONC. OVER.STRUCT. GUARDRAIL m m ll PANEL .♦. �� I'�r���� DECKING 5YSTEM i I • V m ° / iii ����� 5/8" DENSEDECK STL. BM PER BASEMENT i - I 0 N Q, Z W. 1 �■! �.m ♦♦♦♦♦♦♦�♦♦ ♦ •4.4•,4♦♦♦♦♦ ♦♦ ♦♦ 100' - 0" I J Ce m n W ♦�♦�i� 1•■ ■ Y ■ _.. w.. ROOF BOARD ♦♦♦♦ ilii �im� `��-•--Vi ♦O�♦�i�♦ 5TRUCT. ��:` ` ^ _ 5 DRIP FLASHING i♦♦i♦♦ �_' . . ' , m- ❑ Q♦��� MTL. ROOF - •__ d d •' ISO JOINT I . 3 El ± m a • ♦iii♦ '-� DECK PER _' \ \ 4 ! / / ♦♦♦ ~ VAPOR BARRIER FLOOR LEVEL //�/ \/ \/ �4� o� 3 0 GUTTER* =♦`♦' 57RUGT. r /� i - ' m u -gyp t ��= MTL. ROOF °'• FOUNDATION LEVBLi\\ \\r•_•' 1 x 1.(71 P+ Q LL l _ 6 VAPOR BARRIER DOWNSPOUT •%% " DECK PER -� 99' 0" %\ / a, d . °. ♦i♦i♦♦ STRUCT. ROOF / ~- e-' j I CMU WALL C ♦♦ • GRANULAR FILL ��^ 139w 6' ♦ - - PURLIN5 PER • \\\ of BASK COURSE 'v � ♦���• ` STRUCT. / 1 5/8" DENSDECK STAIRS I/2' 150. JOINT //\/ '-, --•-• - " . '- . /7` I •. Q3 o. ---iv-- At \ ROOF BOARD /\\/ \/ �/ \/ \/ \/ •\// . A _.___.,__._.7.E ♦�♦ CMU WALL STL. L-ANGLE LEDGER //\/\/\/\//\//\/ //� WALL PERD I r F @fth E Moore 1-,AA 6" MTL. C-STUD �-i♦tti♦ TRU FAST SIP \ \ \ \ \ a @ 16"OIC •♦�♦�� SCREW __._ CMU WALL PER STRUCT. / // // // // /\\ �/\ STRUCT. >/,//,//,//,//,//,//,//. I h r i,.. 4,...0.• 0"4 1_if Lit • 3" INSULATED ����+� ` 7/8` FURRING } ' PANEL, R-2 I+ *i�♦�♦ CHANNEL @ ��® \ . - - - --- 48" 0/C STAIRWELL CMU C� � STAIR WELL CMU WALL/ STAIRWELL CMU WALL/ STAIRWELL CMU WALL/ WALL/GUARDRAIL 1 J a� t 1 EXTERIOR WALL/ROOF DETAIL 2 ROOF DETAIL 3 FLOOR DETAIL 4 SLAB ON GRADE DETAIL 5 ATTACHMENT DETAIL �— -11 W., A5.03 SCALE: 1 1/2" = 1'-0" A5.03 SCALE: 3'4" 1'-0C A5.03 SCALE: 3/4" = 1'-0" A5.03 SCALE: 3/4" = 1'-0" A5,03 SCALE: 1 1/2" = 1'-0" = o o0 c=0 - 0.02 FE U S!V I • I .6 c. Oir 'uza' I ��r OTPOGOMIL �i o0 R-25 POLY15O U— ROOFING C. �"o RIGID - MEMBRANE yy INSULATION DRIP EDGE i I a ,� FLASHING TO L j ...a STAIRS TO CAP TRACK f CAP MTL. 150 JOINT DENSBOARD 4 y '•''. ♦ ♦ ♦ ♦ ♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ii♦♦iiiiii♦♦♦♦ i♦♦�♦♦♦♦ ROOF DECK / o n INSULATION �` ;:;t• ®iii♦ �i �>O�a9��>i� ���di091�►i♦♦P ♦'�MMYM9�d��i�i�►YIo���hM♦rr ��►i♦♦i♦ • 8 CONC. SLAB CMU WALL 4 ` �` ISO JOINT WALL HT _ 7 I I I I I { I BASEMENT- / 8' CONC. SLAB W o MTL. ROOF _ 5/8" DENSDECK 100`- 0" = Ao- d 6-. • /- O FSI O ^ o o t jE I ° C N �, DECK PER /1.....� I ROOF BOARD a-, - __ - ;"-' _ -- 1. • .1; STRUCT. .a < l LLJ 0 ¢ � i I d • — ��-. VAPOR BARRIER STOREFRONT +� a trl HOIST o�O0�o000{. .°+ 0��• O oU� __ / Q U N CMU WALL BEAM PER / 0 000 000 p0OC - . 3 oC o 000 0 - e m STRUCT. ,Oc Pol Pc - - . \ -,-4-. d , —p ,\\ \\ \ �\�\\�� GRANULAR FILL ' i PAVING m LI 1 1 TPO 60 MIL ROOFING ��I/�//�//� .•; LC \ \ / BASE COURSE 8' CDNC. SLAB ■ / r�� MEMBRANE. APPLY \/\ a 4 . %;-'•//\//\/� 7.\\:_\\:\at. v10 F1TO VERTICAL CMU A5 \/\/\/� • /\ /\ CDNC. FND ■ _V aROOF LEVEL _ 1REQ'I� / 12 3 :g '. / /\ WALL PER 4BASEMENT -N w �- $ 42' 4` - -9. - 1 / \ • 7 \ STRUCT. 100' - 0" e i_ - r l Q a \ \ \ � - \\\\\\ VAPOR BARRIER : ' • - f, •'</�// WATER PROOFING QV CC hi p Apo 518° � //\//\//� _:�o_ . .Q_. \//// /� • " ed. ''•i AT TURNDOWN n Q \ \ \ a \\\\\\\ FOUNDATION LEVEL OHO_•. . , -."°"' \� SLAB ^ tl Ece 5 ROOF >I DENSDECK / / / / 99' - 0" a o ♦i, .. w ROOF BOARD � -I 1-i \ � o.t! "I .,..4,,,\\\,/,.:\, .\/. CIO e- �.♦♦i♦i♦♦ a O i �, .' WATER C R[C KET �♦�i�♦�♦��i����i� I = i•♦*♦`i i, FTG PER / / // �/ -. d; t B ! a= _ / / ]O 0,o .-.---.,-.•:- •a � RESITANr co 0 e A5 REQ'D ♦_• • ; ini ::...: STRUCT. �/ � �\ 1 \\�\\! . �o f.:: a •. / CD ♦��♦4. PLANS �\ d 1 ♦ GRANULAR FILL ♦�\ \ BARRIER �! `o / i\ y -_Y - d a4 _ - _ v = BASE COURSE •/\// - •..• '. \ � g . ' >1 d� .°'d ti _ -9 - :.l - . a 6 d e a6 y d � ..1 • - -.,/,2 \\ •\; \\'�;\ \\- \\.-``4 R-7.5 RIGID o. 4- - - _ / .4 -. T G,, °d w ; { :. 1 e r A 4 b ° + ,q d. = TUR.NDOWN /\/\//\//\//�//\�/�/\ \/ INSULATION H CO t� s I ' \� 'da a . ° '..6 SLAB PER /\\/\\/\\/\\/\\�\\/\/\\/\ \ N-- L `y n 1 / �.: d- \° \. ` : •. `. d, STRUCT. /\/\/\/\/\/\/\/\/\ : FTG PER r--- 0 3 I /%//.\Y//\/%//,\/%/%\/%\Y//\Y//\//%\/%\/%\Y/%\//��//��//>�/%//��//\�//\�//\//\ >Y/.>\/%/%\/%/%//��//��� j\/j\//\//\/j\/j\//\//\// / . STRUCT. O r< II _ . /\ /\ /\ /\ /\ /\ /\ /\ �\ � PLANS U N _cr 0tn >I Q a % C 4 STOREFRONT/FDN WALL/ 2 N m 3 ELEVATOR SHAFT CMU WALL/ELEVATOR OVERHEAD & ROOF DETAIL 7 ELEVATOR SHAFT CMU WALL/ELEVATOR PIT FDN WALL DETAILSLAB ON GRADE DETAILiE sa Ci) . SCALE: 3/4' 1-0 A5.03 SCALE: 3/4" = 1'-0" Eli) . SCALE 3/4'= 1'-0" (I) F z W 2 D U 0 _i O � ❑ R-25 POLYISO TPO GO MIL Q z RIGID ROOF ROOFING 1- 0 INSULATION MEMBRANE LU 2x FT NAILERS CA) I / VAPOR BARRIER 0 STOREFRONT ! f �- I I - CCD ANGLE FLASHING r 1 l "' w/SEALANT TO IvyII= ¢ (n ■ / 0 PANEL �1 lI� I 5/8" DENSEDECK q c~i� Z 4" CONC. ' R-25 POLYISO TPO GO MIL i♦i♦i► - Z OVER STRUCT. WALKWAY RIGID ROOFING ♦♦ _.. . w `�" ROOF BOARD v O DECKING / INSULATION MEMBRANE GRID) i♦♦♦ - czn Cr■ DRIP FLASHING i♦ a - U SYSTEM =■ �i�► ■ ROOF LEVEL 142' -- 4' v i9 +ARCHIENG: KEM • i♦♦u♦.,♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦i♦♦♦i♦♦iii♦♦♦i♦ 5/8" w�w 2nd FLOOR 1 / 4•♦�0��.Y�«X�♦ ���`4♦y♦Wt d1� ♦,XI�� 4♦�-V. A DENSDECK ���*�"" MTL. ROOF DRAWN: DWJ 12a -8" l -..-"° r ROOF BOARD 4"CONC. OVER 44. DECK PER CHECKED: KM + .' ♦*iQ STRUCT. :.=. ;. : \�\\•i WATER PROOFING• MTL. ROOF STRUCT. DECKING— - - DECK_ • Y.O.W. ••!i• - DATE d AT FDN WALL DECK PER FLOOR LEVEL -— SYSTEM -' 139' - G" :%%i ♦ \\,//, STRUCT. I _ �_ 2-I/2° MTL. a4 ♦*.•:• 0 .10.17 -• - ! //\//\/ WATER TRACK 2 1/2' MTL. •.i• i ,,i.. ..-. .,:• .. ♦ \ \ TRACK GUTTER# ♦♦i♦i♦ # REVISION: DATE: RESITAN7 I i••♦••i• /� . '4, - •41) /\\• BARRIER. ROOF 2-I/2" MTL. C-H I" GWS LINER DOWNSPOUT VA \ '1 �,REVIEW VE 11/15/17 �_ i /\/\/ PURLINS /.y STUDS @ 24" 0/C iii♦ii / / / PER I*GWB LINER PANELS 3" INSULATED ♦i�♦moi �� TRUFAST SIP WALL PER p d+-•". "d ♦\ � STRUCT. PANELS 2-I/2' MTL. C-H •,.,,,,,n• STRUCT. SCREW ;,t-. �� /\� R-7.5 RIGID I �� .r PANEL, R-21 + in• 57RUCT. ' - STUDS @ 24" 0/C `•• • a • i� //� /� /, INSULATION 1/2 GWB, 2-LAYERS y - — I/2° GWB, 2-LAYERS _� STOREFRONT ���t*: I :*• 7/8" FURRING 4* CHANNEL @ I 48"O/C JOB NO. STOREFRONT/FD19 150912 9 WALL/ FLOOR DETAIL 10 I MECHANICAL SHAFT ENCLOSURE/ROOF DETAIL 11 MECHANICAL SHAFT ENCLOSURE/FLOOR DETAIL 12 STOREFRONT/ROOF DETAIL SHEET NO. 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A Ik Ilk e N rI = m m 1, `m o DOOR SCHEDULE (BASEMENT) HW-1 DR#B02, 202 HW-6 DR#209 a "m" El o SIZE DOOR FRAME HARDWARE 3 EA HINGE 5BB1 4.5x4.5 NRP 630 IVE M o 0 Mark W H T DR MATL DR FIN FR MATL FR FIN SET FR COMMENTS 1 EA FIRE EXIT HARDWARE 98-EO-F 626 VON 3 EA HINGE 5BB1 4.5x4.5 NRP 652 IVE m z 1 EA SURFACE CLOSURE 4040XP CUSH TBWMS 689 LCN 1 EA ENTRANCE LOCK AL53PD SAT 626 SCH Er f.3 1 B01 13'-8 7'-0" 1 3/4" ALUM FACT ALUM FACT HW-4 1 EA CUSH SHOE SUPPORT 4040XP-30 689 LCN 1 EA WALL STOP WS407CCV 630 IVE (7F. 0° z a 112" 1 EA KICKPLATE 8400 10" 1 112" LDW B4E 630 IVE 3 EA SILENCER SR64 GRY EVE LI Z [n a z B03 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT HW-2 90 MIN 1 SET SEALS 700SA CL NGP Q D ry W o f Q 0 B04 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT HW-2 90 MIN 1 EA DOOR SWEEP C627A CL NGP i— U W o ; B05 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT HW-5 20 MIN 1 EA THRESHOLD 425HD AL NGP Z - Z Z o 50 IW a B06 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT HW-5 20 MIN O IQ io Z F J I o B07 3' D" T 0 "1 314" HM PAINT HM PAINT HW-9 w o z v g B08 3'-0" 7'- 0" 1 3/4" HM PAINT HM PAINT HW-9 HW-2 DR# B03, B04, 103, 104, 203, 204, 303, 304, HW-7 DR#210 1" m z N o B09 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT HW-5 20 MIN 3 EA HINGE 5BB1 4.5x4.5 NRP 630 IVE 3 EA HINGE 5641 4.5x4.5 652 IVE U m m o 1 EA PANIC HARDWARE 98-L-996-06 626 VON 1 EA PASSAGE SET AL1OS SAT 626 SCH Li! z 610 3' 0" 7'-0" 1 3/4" HM PAINT HM PAINT HW 5 1 EA ELECTRIC STRIKE 6300 FSE 630 VON 1 EA KICK PLATE 8400 10"X 1 1/2"LDW B4E 630 IVE IX 0 _ m W 1 EA SURFACE CLOSER 4040XP SCUSH TBWMS 689 LCN 1 EA WALL STOP WS407CCV 630 IVE ^ " .- 1 1 EA CUSH SHOE SUPPORT 4040XP 30 689 LCN 3 EA SILENCER SR64 GRY IVE , 20 m° 1 EA KICK PLATE 8400 10"X 1 1/2"LDW B4E 630 IVE m p DOOR SCHEDULE (1ST, 2ND & 3RD FLR) 1 SET SEALS 700SA CL NGP aen� 1 EA DOOR SWEEP C627A CL NGP SIZE DOOR FRAME HARDWARE 1 EA CREDENTIAL READER PTI KEYPAD-SEE SECTION A5.2 • Mark W H T DR MATL DR FIN FR MATL FR FIN SET FR COMMENTS lEA POWER SUPPLY AS REO'D 3'-0" 7'-0" 1 3I4" • i 103 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT HW-2 90 MIN HW-8 DR# 206 ,'( � ` 3 EA HINGE 5BB1 4.5x4.5 NRP 652 IVE ''').?), 104 3' 0" 7' D" 1 3/4" HM PAINT HM PAINT HW-2 90 MIN 1 EA CLASSROOM SET AL70PD SAT 626 SCH Ke _• oore s• 1 EA SURFACE CLOSER 4040XP 689 LCN /COls / 201 13'-8 7'-0" 1 3/4" ALUM FACT ALUM FACT HWS HW-3 DR#205 .'112" 1 EA WALL STOP WS407CCV 630 IVE ' "0 •ri,.s 203 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT HW-2 90 MIN 3 EA HINGE 5BB1 4.5x4.5 NRP 630 !VE 1 EA SILENCER SR64 GRY IVE I '� j c# 678 204 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT HW-2 90 MIN 1 EA PANIC HARDWARE 98-EO 626 VON 205 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT HW-3 1 EA NIGHT LATCH LEV TR 996L-NL 26D VON 1 C�0 206 3'-0" 7'-0" 1 3/4" ALUM FACT ALUM FACT HW-8 1 EA NIGHT LATCH CYL. 110MD 26F VON OF o% 207 3' 0" 7' 0" 1 3/4" HM PAINT HM PAINT HW-9 1 EA SURFACE CLOSURE 4040XP SCUSH TBWMS 689 LCN 1 EA CUSH SHOE SUPPORT 4040XP-30 689 LCN 208 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT HW-9 1 EA KICKPLATE 8400 10" 1 1/2" LDW B4E 630 IVE 2 209 3' 0" 7' �gi 0" 1 3/4" HM PAINT HM PAINT HW 6 1 SET SEALS 700SA CL NGP �— gl c8 p o w co 210 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT HW-7 1 EA DOOR SWEEP C627A CL NGP I HW-9 DR#B07, B08, 207, 208 OC — oa 1 EA THRESHOLD 425HD AL NGP 3 EA HINGE 5BB1 4.5x4.5 630 IVE 1-1-1 0_, 303 3'-0" T-0" 1 314" HM PAINT HM PAINT HW-2 90 MIN �� � v o ,�, 304 3'-D" T 0" 1 314" H 1 EA PRIVACY LOCK AL4OS SAT 619 SCH o M PAINT HM PAINT HW-2 90 MIN a o 2 305 3' 0" 7' 0" 1 112" 1 EA SURFACE CLOSER 4040XP 689 LCN p w 0cP 1 EA WALL STOP WS407CCV 630 IVE C._7 cc z 306 8' 0" 7' 0" 1 112" HW-4 DR# B01, 201 1 EA KICK PLATE 18400 10"X1 112"LDW B4E 630 IVE p , m 307 8'-0" 7'-0" 1 1/2" 1 SET SEALS 700SA CL NGP d ")o N" 1 EA ELECTRIC KEYPAD KP2000EM 628 SCE 308 2'-6" 1' -0112" REMAINING HW BY DOOR MFG BIO a§ 00 c o C.> ' c' mm .a m L O O? Q C HW-5 DR#B05, B06, B09, B10 ti 3 EA HINGE 5BB1 4.5x4.5 NRP 652 IVE N 1 EA STOREROOM LOCK ND8OPD RHO 626 SCH 1 EA SURFACE CLOSER 4040XP SHCUSH 689 LCN 0 a o 1 EA CUSH SHOE SUPPORT 4D40XP-30 689 LCN z C d 3 EA SILENCER SR64 GRY IVE O O 2 '^ C V7"1 C w _O a 0 z � N n D m w 0 0 LL {n .E- m o V1 O aO C O 1— 0 � N C C W fflw U < CD 3 8 '(j 2 o } � oc N Q ECL m0 O 6 O , a W CO v 1 C O //� C c V) 0 "' m U Q g Ql N [V °1 r^ L U o W - 0 0b N U LN C L� o F, ow o t o N O m-o N m C N m m Ta N N 8 i ) /� w/I H Z LI 2 D U) 0 w 0 D ❑ z w 0 _ H O 0 D 0/ w Z ZF O w LJJ L. a U CO n 1 ARCH/ENG: KEM DRAWN: DWJ CHECKED: KM DATE 01.10.17 # REVISION: DATE. JOB NO 150912 SHEET N0. A6.01 , . RECEIVED HI o Aid � � a APR 9 2018 a Z LI LI D 0 0 0 0 a Di EA Law a s 8 9 10 CITY OF TIGAI o = w 230'-0' , BUILDING DIVISION o Z z Q W q I i I I I I I I E ° '(!) {n J 40'-0' L 10'-0, I. 30'-0' 40'-0' 30'-0' 10'-0' 40'-0' I0'-0' I- 20'-0' fir �F-• re a El T i l � 1 I 1 � ! O. � � . I . � . I . I � . � . 1 . � � .I• � .I'- � V I1J Q U 10-0 10-0 10-0 / 10-0 10-0 10-0 ✓ 10-0 101-0' 10c0' 101-0" I, I I I I Z IT w " d I I O U q = 5 W .� a z I- ,n ° ' I ' � � O rc < w o - ° I I I I am ° - - - - -- - - - - - - - - - - - - - - -- - - _ — - - — — - - - - - - - - - - - - - - - - _— _ — - - - -' - -- - - - - - - - - - - - - - - - - - - - - - -- - ! - - - -- - A.0 C) Ei : rj �-- IZ Z eitTAW. J O. W 1'-0-- 1�1 I I I I l -1'-01i3O 2 n r- (ILO-4 ) r-i- - - + --` ----- r—TDF. -� ___-- -- I -- L— -------_.-_._- �i�...r I w O 7ill` I' t I - (120`-4') ; 1:i ' -c-4) .K t.�'+++e�'+r.r r...11 t_' r. �4_.T+ 7,,-:-.7,.-.t.„7--77 -1-" r-.nr:.-�,q-.•--#-.• :..-,...•W — -... •i`. 1+-: ,.w. ,-.r Y�� f X3'.....1 -'•n4's� L-' ;^rY•.,. 1---^"'. -+t-, -:^+' -::��. - -" - — - - - - .,�....a '`r'Y'�'C a. ... .: !.-,� .`. .,a.. r .. r-. '+"`.� .'.`- +,:. ? .,77.--.-,- - t ...5-T. �' e T." ""3.. CI , r Yr jr L..:AI '•y , ImilL7 , i. ^ :::$ 4 �Q. ' r ' , . ip , , b - - 0 ., 0 ' -. 0 , i-ts r , r . I i ter' 01340 • A l�P� rot!) 6, .. jo A\ tranil Im. _1 ri --� --d 0 _'` © 'hii, TSTEPAF , TAF. `� • 3'-5' I 2'-1' I 9�` :1 1� �v �i i ' OH. , 0 , 1 �"' �Z�' , , STEP ' ' 1----"042,4 (99'-0') I F.r..-,. 1 120,201$ . -t .E-Fr-11,_, ` cD D l TOP ,� + I FOR STRU RAL ONLY { 'ii If-? , , , Le 0 .1 0 , , \O 1 A , e ; - ,i, -", 7,, . , .. < c: ., . , ..k:, r- g m 1 (110'-4') ,9}� r��+� -, , i, #6 :i il3 , r • I - .Q) NOIR CC I I �` l p .. , _, , , .i_____ , ..._ ,, • .. ., . _i__ B '(� Jedal 1 ‘ , r TAF. ' Q o LLLL�II c�I?�Yyd t E -: - - - `..°. - - (96'-0') II 1 I ■ ♦ ■ I T� '� 1 I I - - gm 1 ■ ■ • 1 • 1 I 1 _ - - 1 - . I { ■ ■ 1 • • ■ �+ : © :(71), �+ 't � I (- _. ) _ F r ' I 4 TYP . 0 . I CI r r d , © 0 , _ , 0 ® © , © r r , , , , -" 5'-0' 5'-0' S'-0' 5'-0' S l ' ' O n TYP r 35 , , ' - , - , , , r , , r - I PAD FOOTING SC,I.4EDtrlLE 1 r - a. .� _i 0i _i. Q +O .x� _c. �. •-� - •j - ` E SYM SIZE BOTTOM REINFORCfl i D %E-W WALLS I <>E-W WALLS `--( <>E-W WALLS 1 (TYP) I I (TYP) I I I (TYP) L_____ OA 3'-O' x 31-0' x 1 0 (5)5 x 3'-6' EA WAY - E CE'S E T" ---4- -•-x- -,`e- --, - — r �-- --r' ,4.. ...- - - - - - - 0 j T 1 •s y+� g+� yj-F� Q 4'-0' x 41-01x I'-0' (5)5 x 3'-6' EA WAY #r'1 D ; 7 `l�Q� a�Q� `t�Q� , , r L--- TA!1. A CO 3'-3' x 1'-6' x I'-0' (5)5 x 3'-6' EA WAY c� g:e ` II I _ - - - - - II `_� -- - — — - O 5'-0` x 5'-0' x 1`-0' f6)*5 x 4`-0' EA WAY s 1. 1 D 0 6'-0' x 6'-0' x 1'-0' (1)5 x 5'-6' EA WAY O O 1 § I T.O.W. Q © r , er r r iSTEP 1 (114'-9') 0 r © © TAW) -� �F 8`-01 x 8'-0' x 1'-4' (8)96 x 1'-6' EA WAY }. H. O 4 r_i__-_,_(, - j d r - N-S WALLS-- O 9'-0' x 9'-0' x I'-6' (9).6 x 8'-6' EA WAY W ! 7yp � � m _I r r r i y� i i _:L �i ..h... 1L (1 'f) L �_ - L -I. �� �. • , Ii �d "-- V/ I I 40 TA.SLL1�0@ I I I 31-6' W 6 c aB ' L L 1 , -r-- I -a' r ^-r- _ _ --a- -F-- ^-r -� - --�r• -�- r -'r _ �-- r 11� O I'-9'--rl .' ' Si 0 FOLND.4TION PLAN NOTES 111 1.11- 0 11 3'-6' -� Cl) 0 a ,„;` ` , i I. FLOOR IS 12' CONCRETE SLAB ON GRADE To e._) (►-1'-9' r r I r - , , - - © , , © 0 r , I REINFORCED WITIa 14 • 8' O.C. EA WAY [ .` II - - = - MIDDLE OF SLAB E. Q) 1 1 1 1 • I 1 • ' 1 _ - 1 I I - I I 1 ■ ■ / - • • I' 1 i ■ 1 + r r I 1 • a I 1 1 I ■ _ _ _ r _ _ p ' T.40111. L Q ' (III)'-0') 2. ELEVATION TOP OF SLAB = 100'-0', � Z 0_ L Ir TOW. © r r 0 r 0 0 0 r 0 , EXCEPT AS NOTED THUS: TASLAB 0 0 l' 1 t (110'-09 l ') TOR I�r O O i0-0 8 Cip r -W WALLS r r , r r r / (95'-01) 3. ELEVATION TOP OF CONCRETE 44 T 1 U FOUNDATION WALLS = 100'-0' EXCEPT AS -EpsZ r E (TYP) L. ,.a. - - s. .._s. �- .r` &. — L -I — - — - - NOTED THUS: TOW-(XX'-X'). rT.1 C/) ,� 0Iv--1 c+� r E r I 0E-W WALLS I s I <8>E-WA S I I L I 4. ELEVATION TOP OF FOOTINGS : 99`-0' E.- 03 r r r ,r --.- --r - (TYP) �- --� --r --�•• -F-- -�- -Ar i EXCEPT AS NOTED THUS: TAF. (XX-X').). O TAF. + r r , T , 1 ' r 3'-6' 5. A1.1. FOOTINGS ARE CENTERED BELOW 0 g (99`-01) -ZVI° Q . 9' COLUMNS OR WALLS 1140 (.) I! �rT. ;.AF. `�' , , , , r 0 N-S WALLS . , O 11 _._ (96`-01) 0 0 r (TYP) , 6. ALL CONTINUOUS FOOTINGS ARE 1'-0' DEEP _� - = - in AND 2'-0' WIDE WO 13 �` 1 ,� 1 1--�` I i ■ . 1 , I •, ...4.. . I- I I �--It : a —T—■---:-- - : : - , . I 1 r ■ • • 1 _. r � �-+ TOAIII 1. FOR TYPICAL SLAB CONTROL JOINT V $ ---- \ / '*- , r r (I10'-0') DETAIL RE: 10/S501 ALL CONTfaOL JOINTS a0 y I0 - , 0 r r 0 r (C.J.)TO BE VERIFIED BY CONTRACTOR (110'-0') . -- , , , e : 1 , ., , , , r , r , !`L' 8. CONTRACTOR SHALL VERIFY W/ } —� ---- . DEPRESSED POUR I f; ' p TYP r , � �r — - - ARCHITECTURAL PLANS OR OTHERS FOR I I SCEP ' AT• fill ALLDOOR OPENINGS,BLOCK JTS, SLOPES, QE r�� ' t F. O , r , , AND CURBS PRIOR TO POURING CONCRETE `+�T II' T.0.W. i k (°i"F) (100'-0'.� i , . , , 4,-3'-6' 9. VERIFY ALL DIMENSIONS W/ E I' 8'� ' �'_0, Imo. II • , r r , r 11-91- _,,c9' _9 �g 0 ARCHITECTURAL PLANS PRIOR TO ON ® ' ik+ T F. r r +1= , , lot 1 r�1�--� r 10. COLIPt4 FOOT TMG TYPES DESIGNATED Q, Z EEr k ( '-( •) THUS: ® RE: SCHEDULE THIS SHEET Q ' �_/ i � 'll`,_ I F - , r i 11. SHADE INDICATES O �" ' STEP D L -,-•*_-- -,' --_ I DROP TAW.HOLD DOWN WITH SLAB ON U 0 - ' ___ _ w _, + • '" _� GRADE POURED OVER RE: 8/8501 I'-0 r' CC ° IW (100'-0') TAF. �1 I I 11-0`-- "\449- '-0` r 0 12. FOR CORNIER REII�FOACING N STEM WALLS [, / I I (99'-0') I I I I 06 RE: 1115501 L J +, z 0 II I O PROVIDE SIMPSON SMDU6 HOLDOU.N5 Al O Z I I I 1 I I I O 29 E-W WALLS WHERE SHOILN ON F-'-4' N 10'-8' I I PAN.AATTACHEND CI-FORD STUDS LL I I I I I I ® ((2)60062x50-91 STUDS)WITH (12)114 ui Ce 21-0' FASTENERS AND TO CONCRETE SLAB WITH 0 I SIMPSCN V. POST-INSTALLED ADHESIVE w w O ilk103'4 I 10�'<' TOP. ' I I I I I ANCHOR BOLT (1.14' MIN EMBED)- a LL I -- (99'-01) ) ► NG: MOW 0 — - - - — - - — - - - i '� +J- "- ----- I - I - — - — - — - — - r - - , - — - © DRAWN: APP1CXMfRSR - (99'-0') 0 I O I TAP I I I I (100'-0') I I I I I KAY E �: �TE w 3I.3, 4' , 31.3. I I I 09-12-2017 r ?' i` 8F1E'4ALL TYPE # REVISION DATE 230'-0' BASEMENT O E Og i FOR CONST. 02-10.18 PERMIT REVIEW 03-02-18 _ PERMIT REVIEW 03-19-18 I�FLOOR O 4 O PERMIT REVIEW 03-20-18 ,,'' A • PERMIT REVIEW 03-30-18 111" 2ND FLOOR O E O PERMIT REVIEW 04-04-18 OUNPAT I ON PLAN NORTH 3RD FLOOR O 4 - .. .. ._...._.. __._. . . _..--._ _. ......-'--. . JOB NO. SCALE- 3/32' = l'-0' ROOF O E O 150912 • (RE: 1/85.02 FOR SHEARIUALL SCHEDULE) SHEET NO. 01 .01 2of9 + `M E SPEC/20161 RPC MACRO STORAGE—, m 0 4111 © 0 ILII PANEL PER SHEAR WALL q 6 0 8 9 10 SCHEDULE f i g ti 4 BEARING SWEAR WALL a x" ci Z 6 ci 230'-O' DO�,1 PER PLAN W/ BRIDCxING a ui " y I I I I I I I 1 ' PER PLANI I] 5'-m' OC.MAX 00 fn Lare W i i 50'-0' 30`-0' 40'-0' 30'-0' I 60'-0' 20'-0 o z I I I I I J ;] T. BOTroMa o Z 0 oan � 10'-0` y 10i-0a 10'-@' v 1@'-@' 10'-0' 1@'-0' IC'-@' Im'-0' I@'-m' L 10'-@' 1@'-m" 1@'-0' 1@'-0' 1m'-m' 10'-0' 10'-@' I i@'-@' I0'-0' 1@'-0' I@-@ i0-0 I I ,] TRACK PER TI B-54 Z U o i ° I { 1 I r i TI-IF�ADED ROD 44' CONCRETE GK'�`B ~ �_ w p a 3 I 12 i EK5 1Q' 0.C.--\\—\\ JLr. I PER �l•Y'1 = z - W ,73 L 111 0 0 t Id I I I I I I I 1 IN. O a z i- FL a o I 1 •a PER PLAN w orao (A7c) \II Y ova 1 600T250-54 0 4 - z TOP TRACK ' I Cew m n W (I)'I2 TEKB tA1EDGE I I I EACH SIDE I] CONT. 6008162-43 STUDin 1-(',1' (110'-4') 1 I e OF STUD ] W/(2) 'I0 TEi S EA STUD 1 g„s a l WALL -„, l i I ] (FASTEN TO EXTERIOR a a 0 '' '' - — - - , . 1..... .. . ' • .. 1 ., „ . ' "_ - - — — — - - — - • ., - O ] STUD 81MP50N FCB OR Hee WI ° { i WI2x16 -,i.-4,--13-- ���Ep 1'1�OFEss' . , .. N , - ' ' ' I , - , , , r , •, , r r 0 c 1 FLOOR FRAMING DETAIL ',�_' '�}N �� a2� 00 , , , , , 40 0-�{D , Op �.rlp r I l r 09F11:314.: -} 0 $L02 I SCALE 3/4' - f-0' , .16 > X ff (\ l 1 SIS 1- . e b El1"" r l 6 �„ A ��?� •1, i 1 . r)____.„ Ir(-4:4-; , _.. ilk y a(rj '� kI 1r� ey^ n I I 41' F g'2`• 7"^• V. ,JO, 2018 ` r k ® FOR STR 1'►; TURAL ONLY , , , , 119459 , , , , , ' g r 0 7 7 °: 1 lr. r , 4 11. yP) INE OF WALL 4;7-• , r � .I 9101. IIP _. e Ilr- E5 19jo 0an , 0 , L l , t�P) , b 5° , r , irk�i5 6 r , © 0 f c s saz { h j1._0. © ,%.- _ 0 , , , . CC r2 S 0 0 STEP r r r S -W WALLS , , r, ��-Wr'iALL9 , ■ , I �' - O N TO1U -fir , Er , - . - 0 - 0 , 0 . 0 , , (Ti P) , 1 N U I i 5'-0' S'-0' 5'-0' 5'-0' `y U { i , is10 1, 0 WCEI i...6:e iI0 Ii I , 0 , , 0 0 , , " Of) -. (1) r 40 .1.•-•-•0 ia , . ,- , , N-S WALLS , , N.;- r r I ti - — -p . - . . a _ _- _ - D Z E l TAIU �i O (ll4'-9') 0 0 0 , 0 0 - 0 Q r r 0 , S P W (S r STEP 4 , , , r , -. T• 4y 31 TDW , r . r , . , r , g 0 ^ r r r I II la A �w a) ci2 g. - - ` i0 [ I T I r 1 P -g w �,Q �LT� SIM aFLOOR NOTES 1:1.,1 U el O r , , , r }}p-4 , , r , r tYp FM FLR a FLOOR SHALL BE 4' CONCRETE SLAB ON if! CA O Q V CI , Q r N S WALLS r IQ , 0 1---� 4 , , Q r r , , TAw. 1.5VLI1 COMPOSITE DECK BY wLcRAFT (Im'-m' c r` t MAX SPAN)R1INFORCED W/ 6x6 - W.4xWl.4 WWF. (TM) l I : III - - I _ _ _ ---f—■ . . . _ _ (1 `-0') ® , a a. r r e . . . • = r = . ,,, WELD DECK TO SUPPORTS WI%'s PUDDLE [[� � +-� " TAW. _ I r l DECK ' -AN , I r Q - 0 r , Qy, I WELD6 IN A 36/4 PATTERN WI(2)WELDED SIDE l� Z-I E IL (IIm'-@') _ 1 , Q , , O r N-S WALLS - 0 r , 0 �+ LAP FASTENERS + 0 o o f , , p�-7 P) , , (TVP) , - , �, �>�4 0 600T250-54 TOP TRACK60)05162-45 st�T w �° Q T 0 ., , r F w - I — 0 3 (2)6005162-68 (5 FT SPAN)HEADER �"`� 0 _____11 1 TYP PROVIDE (2)POSTS EACH END. UNA. r 1:31,S5 I i SIM , -, T1rP r r © SIN 4. ELEVATION TOP CF SLAB (FIN FLOOR) = 110'-4' 0 0 Oil 0 �•' , , - - - - 5. COORDINATE SIZE 4 LOCATION OF MEGH 9 0 I �oPag , , , ,_ , e , , , r in 1 - , - P� OPENINGS W/MECH DIMS UNIT MFR $ �.�._` f� I SITE RETAINING 6. STUD EXTERIOR WALLS ARE 6009162-54 U El -- -' 1 WALL RE: CML (50 ksi)METAL STUDS + 16' OAC. -R. iIII�-� 0 0 0 0 f r 0 ,----- - � , iiiii� 43 I " h�•l , , n^P © ' • % b+�' I. STUINTERIOR WALLS ARE 6006250-91 (50 KSI) kW 4Dill:� � , , - , 4 , , r , , r r , • 30' OL. BELOW FIRST FLOOR — _ � _ _ _ — _ � _— _ _ � _ — _ _ _ — � — — _ � _ — _ � _ _ � _ — _ -_ _ — _ — _ — _ � _ _ _ _ _ -.- - - _ ®METALTI�'A 5 (BYOTI-QRS) * 24' OC. W, Os f Vic. _ , r , , . O Ors 2 r� ____ , ---- -- -- - - -___ - ��w_ --- ------ = I` 1 ' R 22 ROOF DECK _ , ,') S. ® SHADE INDICATES ROTATE DECK 7;i1 @ 0.7- ' -- r ---- ---- _- r ---- , J4, TO SPAN NORTH - SCUTH N, •o a 00'..05,)*/' n'P / e ® PPROVIDE�i2)9POSTS FT AAC)H��UTA. Z .01> - . 43 . , , r , , , r , , _ , I, FOR LINTELS, LINTEL SCHEDULE, 0 o -� - , L-4 12. LIGHtcn4GE METAL STUD HEADERS NOTED (� 0 —' ---- - - — ,�. = - r-- :" — 0THUS: L-X RE: I6/55.03 .Z L-4 L-4 L-4 L-4 Wi6x31 y� L-4 L-4 L-4 L-3 L-4 L-4 L-4 L-3 L-4 L-4 L-4 L-4 L-4 L-4 L-4 L-4 F- - 5 `�S lx tt+D" �' O PROVIDE (3)6005250-9rt POST Cl) igh S M LD �' Pl �p Z 1 r` p1 1 ® PROVIDE f2)POST TYPE Q — Cl) ek `� Lel I ``` I V– �I'L +Z - r a y0 ` ,— 15 PROVIDE SIMPSCN 5/HDU6 HOLDOUNS AT V SIM �% 5 ckleoc( SIM I I ENDS OF E-W WALLS WHERE SHOWN CN PLAN W 4-1 `r (RE: DETAIL I/51.02). ATTACH TO END CIC p i (C r a 7 `�` +� STUDS ((2)STUDS PER PLAN NOTE Q)WITH 0 y I ' (12)'14 FASTENERS. cT O — _ t - I i } wl=roc: Mew ,� _ __ � ARCH/ENG: DRAM: APPICXM/RSR i'. 16'!-04I I I CHECKED: T Dw I � � , J � � � � � � , � � DATE 10-0 �, 19-4 Im-s 10-0 1m'-0 10'-0' 1m'-0' 10'-0' 1@-0 10-0 10-m 101-0' I0 -0 Im-0 f 10-m 10-0 10'-0' j 10'-0' 10-m I0'-0' I0-m 10-0 �'E L KEY 09-12-20�7 230'-0' # REVISION DATE I LEVEL 9HEARWALL TYPE 0 0 0 0 0 6 0 8 9 10 BASEMENT 0. 4 % 102-10-18 MFOR ITRE EW 0342-18 16T FLOOR O4 O PERMIT REVIEW 03-19-18 LI, ,Mat PERMIT REVIEW 03-20-18 (A221413 FLOOR O � O �� ' RMIT REVIEW 03-30-18 / k ' RMIT REVIEW 04-04-18 FIRST LOO FA1IN LAN NORTH gap FLOOR- o , o JOB NO. 3/32' = V-0' . ROOF 0 4 % 150912 (RE: 1/55.02 FOR SHEARWALL SCHEDULE) SHEET NO, S1 .02 3 of 9 r / �SflE SPEC r 20161 RPC MICRO STORAGE�/ f ! A CO \ F:g Ir o c m o 0 0 0 0 6 0 8 9 10 10- o C7 U di a 0. 2 Z O s ■ ii U O 230 -0 I I 1 I I. Q a cr z 50'-0' 30'-0' 40'-0' 30'-0' 601•0' 1. 20'-0' ct o z • (� o © o 10-0' .r 10'-0' 10'-0' 10'-0' 10'-0' ' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' l 10'-0' I0'-0' 10'-0' 10'-0' 10'-0' ,� I Z 0 Cl) a _, o 0 I I I I I I l - w w LI Q 2 ii . 0 8'-0' 24'-0' 8'-0' i 1 0 v C! x wt-' I 2 a w ° w- ° O / \\ / \\ m ,� Q g (A-70) - - -- - — - ---- - - - _ _ _ _ _ _ 1 r- 1 1 - - - - -- - ------ - - - I - - I - - - - - - - — - - - - - — I - -- -- - — - t — T.OUJ. e 7, eill _ le TALIJ ' 17- to y (t20 4 ) A — I ,- lil9'-, ,'� �lll3'- ' �: I I =u - — - - — _ - N • ✓ w , ' �•�f� �� igi ■ 471,AM! • i .•_- ��� 1LiLX� ! w • NI ���(� PIIrest% gg Nr, bil..' .1 /V. 1 milli, r , w , a�Q� ( SN iyAwmpirlivi . ... .. i op,,,....6. ,,,,,t,,:.,:: ", Nit • Iligt&- .„ci) " 0 . . • , .. .• LIII-V--.• cs. 1, ,W. /11,Miral. ,fflifr. E-- a-r- .. .i, _ , A Z-- ,! ,„ , ..- 6,) e, .. . . _.. a 4 n i Wet WE Fp f i t Ck'':71:,";1.!•• lr ritir _.III► AMA, Pli t.. -- ' 7 1 1,‘+h,,...-i, __tii...... . . . .. omiGo ,f 1, , L2i(v„ 2. t1• 0 .�1'-0' I L .`�Q1 ���`� �:T ] Ti rr\dr ` I �� �I. . ��� . + s�i © _ ��Ql I A ��,c ��i1Ci�`� f J ` 1 , • ` I i �y 1I _ ��fll�l 1 �gg . • ., + - Sl /► _ - � FORrS1`R 1•r y`'. �NLY 11 ;2414 .1 /Elf If IWO 7 47/ 6+6 ' W ifilfft ,., .. _ . . 9 i . . ....,.. Q , w w w�,`Ql Ifilairk .. �J •. , r . rt/Ar J.- At 11 , �!1 Eil ' • w © pio w l ' in Ilk Cr-/ V)A illr- O - - - r _ - --� - ..--- BJP- — J�-- - . —iAr /ill. -- _ — - - — - WFdnT� Wlf Ix�d J e a r 1 O W(j " • , Q , , w � L (per (II°1'-8') (119'-8'J " 6 M gi A T.O.W. "b © � p re?-i 1.-- (r201.49 • 1 I / ( 1 1 + 1 1 /-37- T } I C - - _ 1 _0 I © w�yg N cc 0 O�W WALLS '� ` E-W LS ■ + + + �°�'Q1 9 v -8 , -(TYP) w , , , ■ 1, , a , 0 w 0 , 0 0 w , ( ) • • // 7 1 1 .. 'Ili 1 1 . • . I 1 ril r 0 1 ,1 1 il li / 1 150 - --",- - —Ikba sr 0 — ' -'• ,9 , 7 ., , 7 , / w ! ■ toil A , 7 �°� � 1 al „ (120' 4') a iy.1- V ■� / ti I g \ (TYP) ii 11 b C .g D - - - - •• : s . — - [ [ / '- [ • 1 / ,, ` - - - - -++r.a[ 14-4-- 'I \ 1: 1 M [ _ _ - + • • D ' FLOOR MAIM ANR✓ GS zO O 12 w r r 0 a , © , • , , 0 a w CO • , © 5 0 , . a , • 0 C1 ���p Q1'�� k �C CONCRETE SLAB �y� �i w r a r , I , • .. • , • , • , p • • , w 1 1-LOOR .$HALL 111 4' G.tJN TE 5j_,4{,.� ON ij I O O a 0 15VLI7 COMP051TE DECK BY VILCRAFT (10'-0' LO V 0 , • , , , , w , , , w , , a 6 MAX SPAN)REENFORCED W/6X6 - W1441A.4 W.I.F. W Nt �, �T� k I WELD DECK t0 SUPPORTS W/ y'1 PUDDLE Jr.; ,g I I I 1:1 I E 1. .' ' 41 1 1 1 i I WELDS IN A 36/4 PATTERN W/ (2)WELDED SIDE �•/ � Q CO Ili \/��}y���\��j� , ' I LAP I'ASTENER°a 1 0r 5 -- X73/0 • • . I 0 h-�-I i 3 9ILei .ICH , r • , ■ , , , a , , • r , • , , , —{/wry•_ Q 600T250-54 TOP TRACK 4 6005162-43 STRUT ao 1� _ 76 g 0 , 4) a , w , , , r , • • •1 , • r , • w , W / N-s WALLS I f , , 1` TMP r 0 • 0 , 0 a , 0 / PROVIDE (2) POSTS I`ACH Erin,UN.O. Q I O (2)6008162-68 (5 FT, PAN)I-}1.001=R �(� s U g ,.., c, IrCD 6 , a ! , r1ti , , a a w © , r HSS Ibxdx%,' 4. ELEVATION TOP CF SLAB (FN FLOOR) • 120'-8' !F" 0- E r 0 , W , , , ,� DECK 'AN 0 " - E-W 5 ,� , • N-S WALLS • • , , tai, � i�0'-8') 5. COORDINATE SIZE LOCATION CF I`>£CH r`1 C� G0 F • I , , , , l ) , (TYP) a +� Hg5'AltA OPENINGS W/MECH DUES 4 WIT MFR 0 © - — - ' • ' ' -�— - _ �- _ — _ J - TYP — rt L - — (�11P) - -- - --- - '* 0 6. 5TUD EXTERIOR WALLS ARE 6005162-54 co • • 01 1 I I (50 kat)METAL STUDS i 16' OC. r....„, r (� I Q.17) I . ' • �• . I - V e HSS ibxdx94' INTERIOR WALLS , 6005250-68 (50 r �v1o.i 1,11 /� BELOW 1 /A1� ,v- s �1 • • ! . , •S , , , - - , , , ! 7 w / , ! , (M01-S') KSI) * 7i�/ O.�A�.�_VW FLWR O N C ILL ` . 1 Q IN..� O - - +� 0 . AL TRESSES (BY OTHERS) ,..■� I ' �---� eV I III Iii _ _ I Of Ibx4x54' r r , E E S. ® SHADE INDICATES ROTATE DECK 0 0 (120-8) V • , , , © a , IN. , a © • 0 , , • , a Q O • TO SPAN NORTH - 5011TH p a 10 (2) 12006162-51 (10 FT SPAN)HEADER © o ,� _ �: 3 g� +fid K , , , w , • , , , • , , / , r Q , © I i Q� PROVIDE (2)POSTS 0 EAGH END,UN.O - - - _ -- '....•-• . . - . .,.- :,---Hai I 0_ - - - — - 0- 1 ij_____ © � © II FOR CMU LINTELS,SEE LINTEL SCHEDl1LE, 13/55.02 0 _____ _ _....._ r� 12. LK TGAGE METAL STUD I AD1wRS NOTED 0 .4 11 H58 16xdxyi4' THUS: L-X RE: I6/85m3 A SIM 1 w • , , • w (120'-8`) vx 0 • • a Ce Z 0 - .4 A 9 13. E I HATCH INDICATES FLOOR SHALL 1 • , • , / , • a • 're +�, r $ 2 BE 5'± PAVEMENT ON 6/4' CONCRETE SLAB O `� (AIR ENTRAINED)ON 2VLI 18 COMPOSITE DECK 0 J W) x16 5, , ' ' r , r • Y+yT BY Vl1LCRAFT. REINFORCE W/6x6 - Ill2.bdLQ I ..,I 0- - 0 NORTH-SOl1TH ADD .4 DECK ONS AT TOP. Z 0 0 �r ii) Hg6 Ibx4x ' (I20'-8') ft456 (6x4x ' (120'-8')L-4 _4 _4 0 E4 PR7VIDE (3)6005250-68 POST 2 Ct O „,,, ' SIM 0 } U Va (i) SIM l I �” ® PROVIDE (2)POST TY-Ft Q w 1Q, I {n LL Z GIN SI ` ® PROVIDE SIMPSON S/HDU6 HOLDOIINS AT O n ENDS CF E-W WALLS WHERE SHOWLN ON PLAN w (RE: DETAIL 1/51.02). ATTACH TO END CHORD Ce STUDS ((2) STUDS PER PLAN NOTE Q)WITH (12)414 FASTENERS. y IE Q ARCHIENG: MOW 11 10`-0' 13'-4' 10'-8' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' I0'-0' 10'-0' 10'-0' I0'-0' I 10'-0' 10'-0' DRAWN: APP/CMA/RSR / / ,� :, / :, :' / l / / :' ., :, l ,• 1' .• CHECKED: MOW I II230'-0' I I DATE I I I I I I ! I I LEVEL S1ARWALL TYPE # REVISION DATE © O © 6 6) 8 9 10 BASEMENT 0 4 0. A FOR CONST. 02-10-18 GI © r""� ' RMIT REVIEW 03-02-18 A 'ERMIT REVIEW 03-30-18 167 FLOOR <> O8 .:i ' RMIT REVIEW 04-04-18 ,,I 2 FLOOR O5 4 O SEC'ON FSAt4IN& PLAN NoRTH 3up < 4 <> - - -. ..-----. .......- -__,_. ....._ --... ..._..._. ,, _. _ . . _.._.... .,_._..... - , ...,,._- JOB NO. ...__.. .... ._ ...._..__.._... . . SCALE: 3/32' • 1'-0' ROOF O + O 150912 (RE: 1/9502 FOR SI-EARWALL SCI-EDULE) sHEETNo" S1 .03 4d9 • - ' 5rtE SPEC 1211161 RPC MACRO srORAGE—of 1 o o © o 0 6 0 8 9 10 1 i c.1 � < 1 230-0 I I I 0 • w Z 50''0' 30'-0' 40'-0" 30'-0' Jr 60'-0' I 20'-0' Ct 00 z • 10'-0' 10'-0' I0`-0' 10'-0" ' 10'-0' I I0'-O' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' ` 10'-0' 10'-0' 10'-0' I 10'-0' I I0'-0` 10'-0' 10'-0' 10'-0' 1 10'-0' I I Z 9 N a n w z , .r / / .I . 1. / % ! / . / it / . + Hir„ CC 0 O �" C! I I I I 1 I I I ~ W v p Q W w o 'x i I I til di n i Fe ca fb+•1 t+ ) I 1 O ° Z I M 0 (A-.i) - - - - , 20'71 {0 o• v �-, I I ISIM I I D U I I I I I I m r• F SIM �;� e 1--iq SN Ix IA+ tit z m 7In '8 (.1 `�CsA b.�' 3aJr� ...^. �\'�° L-4 #Sg {6X4)�` '�Q� _ N 0 .' \ - i I , •moi _ oi:._ 1 , �I. h � ■�■.,.,1�J e ■ , ' 0 1 Q f E1LJC cS� ' 4x4 1 1 1 tP dx4 WI2 � >' 0 ��aC1INEF aVa • a , `-'� ) I 8-0 24 •0 8-0 P O [i 'p y \ (131 :-11111111 1 .,. /--` � � �`{, �1/4- r , 9i �155 '� `�` SSS �' i. (131'-0') lP3P'-0■�,�y. � ` ; � O ��� 3c�\ 01;;3114G:ITI'ellui ,�i . q,, ,64. ia .. �F / rz-,_„ St -t- I �'+ 0 ��'`______A : - 1 ,�,n 'F 1v�iic \ ,2 .061::8l . . . r ms` sri-"�s �' . \ N55 ;�' x4 r �'�{o � © i iitiyi SI CI -, • - `'��, (l3l'-� ) P 0') �'j � 0 -- �► FORSTRAL NLY 777707 © ,. 0 2 {1,�1i_m■) (13 P-01) Opp'0 . . . . - • II I II . _ _ 10 PISS 644k, / I . ,t- . I L) g)cn! 7 . 1 ,-- �`— ' © i . . . , 1 ., i . 0 ___.... . _ a cci 0 0,7;.__ V 8 i V V : A)45 1 I DPW'ri ,.. p:o+Or V V V IP V .V V ' ID g 8:R i i e • I 6 • .a . : CI a X i? Q...IC C .1 @ E-W WALLS , , _' -' -, Q E-W CALLS x P. 0 U : ._® 0 ,, �, ., f_r_15 ..:51,-0' 5'-0'/5'-0' 5'-0' II i I �+ . I . . . 8 .. . • •0 - —v .1 a �' • 0 W o_ ' .'- i _ V r V V V V 1 V . '1.? e , ij r ij ij r ■ • ���A,,� a 4lT�Q�� , ��/Y.*� a © , r , • , r , '' e g 15 C C7 ia 7/ V ��t� Vcie P.R ✓ , r I r OF j� , n� : 4 , , + N-S IUALLS - , r r , r , 1.8 (TYP) OPEN C .8 P , © • 1 © r , • , , ■ r • © • • © r • © • : : ° : : • r--1 2 g u m • I• 7 • 7 7 • • • • V i• 7 V '• 7 • 7 • • • 7 ,1 1 7 7 7 1 F 7 • 7 I 1 I .• '• V 7 'V CA 16 ..ea i 1 TYP ] . il4 4MI r: 6 2 g i ia 9 -4- --i U W Q 71, -E°i _ < I- c? o a a I" U I � r • r r I , • • a , • • , , •r , , • •� • , r 0 • • 0 r N-S WALLS r Q • 0 , • • • Op TMP r , Q • ■ © r , , r • r • , �/ ■.� L (TVP) 1 � 3 PLAN NOTES er (1) A Q r I = [ I I - / 1 1 - I I I I - _ _ _ . ' I I I I I - I ■ I - Y ,ry ! I I -- --•�— _ _ _ Z E 11 0 0 • © 4 i' 13'�m) 1=LOOR ter~ ISE 4' co�ICR1=rE SLAB ON , ; a• • • a • • a • • • , r N-S WALLS • r , + 15VL1'1 COMPOSITE DECK BY VULCRAFT (10-0 Q Q E-W _ S (Tr') t Q MAX SPAN)REINFORCED W/6x6 - WI.4xWI.4 ULF. O cc co V r ii , • • I , • • , , r ■ w • ( ) , -. r r • , /15 4X4 6 i1ELD DECK TO SUPPORTS LW %', PUDDLE W U li 0 _ , 0 WELDS IN A 3614 PATTERN UJ/ (�)WELDED SIDE O W yLAP FASTENERS W �, -o ■ • , r r 1 n TYP ` T (3 -.t r ,. r r, ..49 0 6001250-54 TOP TRACK 4 6005162-43 STR]T T.. 0 t'15 to-it 3 (2)6005162-65 (5 PT AN)HEADER V 11 . , , • © I _ I r r • r �_.- r X �p� PROVIDE (2)POSTS 1 EACH END,01,1,0. TYP `C�- ) '..� n I Mill 1 - - � � - - - I 9 �I n 4. ELEVATION TOP CF SLAB (FIN FLOOR) a 13I'-0' I Ir.. ,"N„............, ai,� I = I I I • I I I IS 4 I I L = - - - 1 L _ I r _ I Cr) 10 , , 5 , , r , • r , , . • r • 4 Q II b� 5. COORDINATE SIZE 1 LOCATION OF MEGN ielbr-z ,,, p0 Q 4 i + �+ oPENMGS W/MECH DWGS 4 UNIT MFR , • , , O • �,, I ,• • • , T • f • i01',A1".°..,_„ ,-' I TYPI - - - X l l 6. STUD EXTERIOR WALLS ARE 6005162-54 •• •;k `4 L�� I `�) (50 kIP METAL STUDS • 16' OAC. 0 — - —� — _ — — _ i 01 _ • ■ a - - - -•- —d - - - - - � - 1 = O O5T1JD INTERIOR WALLS ARE 6005250-54 (50 kIl) Ir • 30' OAC. BELOW 3'FLOOR FRAMING. In - e i I 1I V.- NSS I6x4x1)(i 8PRE-MANUFACTURED METAL TRJSSES • 24' O.C. ' i 7 7 ■ + f • 7 7r • , • • f , ,X (131'-0' = O(BY OTHERS)W/ 15B 22 GA METAL ROOF DECK 0 icV X A B 9 ` g e . • + • • + r , r , , `Q :94 . SHADE INDICATES ROTATE DECK rye Z "' , , ■ r I r f r , AcC res + r - TO SPAN NORTH - SOIITW Q0 J Z inkgo, , . , • • r ^� I • lir - ■ 5 f • r �1 a ss. Nil 0 (2) 12005162-W (10 FT SPAN)HEADER r x16 , r , , • r • • • PROVIDE (2)POSTS Q EACH END, UN.O. J ~ SIM 1.155 16x4XNI (131'-0') NSS IeX4xip' (131'-0') it- Q V f , . , r i r . , r. I 1 0 _ - LIN_ L-4 ` - — - - Go A FOR CMU LINTELS, SEE LINTEL SCHEDULE, 13/5502 o Z D L �` b` 12. LK�+ITGACIE METAL STUD HEADERS NOTED I-- 1 e g I I -f-u SIM SIM Ql Ql 114US L-X RE: 1613503 = (0 1 CA SIM 'L`-r SIM �`) I— Z r -+ I I 13 PROVIDE (3)POST TYPE Q La- SIM gi I 0 1 I I 14 PROVIDE SIMPSON S/LTT 20 HOLDOUIIS ATTACHED TO END CHORD STUDS W1T}4 (5)'10 3 F- 1 © FASTENERS AND TO CONCRETE SLAB SLAB o Q I I I W/ SIMPSON V. ADHESIVE ANCHOR BOLTS r a IJ- ,ARCWENG: MDW 1 I I L 10'-0' 13'-4' 10'-8' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' I0'-0' 10'-0' 10'-0' L 10'-0' 10'-0' DRAWN: APPICXM1RSR / .• / / / r r' r. •( 1' r/ ,' / .' 1 r crc�• Mow I I 230'-0' I I I I I ! I I I 1 .i' �� KEY 09-12-2017 1 I I I I I I I I I LEVEL 5HEARUi LL TYPE # REVISION DATE o © © 60 8 9 10 BASEMENT O O OR CONST. 02-10-18 At PERMIT REVIEW 03-02-18 * /PERMIT REVIEW 03-30-18 id FLOOR 4 ®PERMIT REVIEW 04-04-18 _ ,,1 . © ND I 2 FLOOR Oy ; 0 . TI-II FSAMIN _ L.AN 3FL o4o JOB NO. SCALE: 3/32' • r-0' Ro-F Q 4 Q 150912 (RE: 1/S5.02 FOR 5HEARJALL SCHEDULE) SHEET NO. S1 .04 5al9 ! �.-SITE SPEC 12016!RPC MACRO STOWAGE r co• L COL. 4 t 4 E o BASE e G IDD p a g i iii 4 - ii e7:-114 EXTERIOR SLAB � ri 0A F + 4i CDL t FTGRE: PLAN 'O L 1 J o COLII'N SIZE GRID '4x3-® SLAB DOUELB Al L 1'-8' WT. DIJR-O-IUALL < 0 Z o � RE: PLAN FOR CONTROL JOINT 8' LI. Wt.CM W/ STD. 0 LI ° d -1 SECTION'A-At I 0 DOOR OFENIr RE: DETAIL 10!95.01 HORI1 . 16' oc. -�_ BRED M W LL Z to ' 2 E FACE CF FDN STUD WALL RE: PLAN a 16' O.C.(3 MM) 1111 E3ASE In AS FOLLOWS: CONC. CLOSURE r I'-0' Z POUR AROUND ? L1+ �� 600TI25-97 BOTtOM TRACK STUD WALL RE: PLAN 'S 1l2' EXPANSION JOINT x ,_ COL was 5x5 = 3�e x II. x 0'-11' 6001125-54 BOTTOM I I �4 EXPANSfON JONT �: 8/3601 + . •• . TD. BLAB AI�K:HOR TO FON r ,, , w c, = i 18 v a COL HSS 6X6 4•11'41E x 12' X I'-0' I • TRACK ANCHOR t0 FON 0 FOR BALANCE l e 1 W/)5'4 AB. • 24' O.C. I - I) CONC SLAB - - PER SHEAR WALL SCHEDULE 11 ., ' o SLAB ON GRADE iii OF DETAIL .'" ' t, , . . . r `� o i ',4 J4' EXP.JOINT T ON GRADE • * (W/ i AS. •• 24 OL.MM 1 4 PER PLAN :r �_ •• ]C a- 6 5 !4)31.4'• A$'8 �_ ` GONG SLAB \ � , . V m 4' NA ' A GCr»+IC. SLAB FNisHED GRADE '� ,> p` TA. SLABAN ! • (1BAR ) OPITIMJOUS RE: PLAN1 1 J - • Nd 3 AN • ��RE: PLAN Z 14 - - •� S d[--- - •• .r 5x4'-®' DOWELS (2'-O' PROJ) °° " E I 4 �h G� i ' iA Q (2)5 CONI.IOP SPACE TO MATCH WALL Z = i RF: PLAN - - •24'o DOWELS A -m • t I ' AND BOTTOM REn�FORCIN� • 443F 0° - TDF7G 1liS4L lba --- 1 1,y a AI : PLAN J _ - — e d e • �', 2) 5 CONI TOP �4 VERT DOItEL W/ _ _ '• (1)'5 CONT TOP REII�F PER PLAN k. p. •-_ . RE: PLAN TD.FTG. 0 w 04 SHIM t NON- - AND BOTTOM SID 1400K(ALT D1R) u EQ a� .t 8'- /DEQ AND BOTTOM n' COMPACTED a TD.FTG. N ; _ . SHRINK GROUT /��� ���/ • 48' OL. CR>IJSD AGGREGATE ° ��p PRt7FFs • • 4 04 VERT DVL YN _ BID HOOK(ALT D1R) EQ^\ 8• �~EQ (2)5 CONI �' • (2)15 CONT RE: '�GHE�ULE FOR a 48' OL. U - PLAN S • 16' OL. J c:, .C31 N 1<E `�/p ,,, [ 8' s' . 8' ALTI~R'dATE - c • �,�' 9 r U FOOTING SIZE / REIN. / ,i2 - 2 =L' S1340 PLAN (2)5 CONT. `3 ' ` . OREG•-� +% 4 ` 1 COLUMN FOOTING DETAIL 2 FOUNDATION DETAIL 3 FOUNDATION DETAIL 4 FOUNDATION DETAIL FOUNDATION DETAIL >, !' ' .' .it/4�' r 85.01 SCALE 1/2' - 1-0' 35.01 SCALE 112' - 1-0' S5A1 SCALE 1/2' -1-0' IC SCALE 1/2' -r-o' SCALL 112` - 1-0' Eyr;.,\1' + 20, 2019 FOR STR Q'TURAL ONLY = cGRID / 4 COL ouTSIDE FACE TOP BARS Ira- ' TYP f-OF FDN WALL µ ° ° a BREAK BOND BREAK BOND ONE o AT BUTT JOINT (6)5 DOILELS x ° • SIDE OF DOWEL (TYP) p a N , 3• 2• l L � TIES • , • . n _ • E�1� • � • An �IIrL/I�Li� VJ . a O TYP MIN a 12' OCG. TOP BARS .• • •., ' � BAR Z`-0' � 21-0'. • S � PER PLANAil o V � (22)) 5 x RILL .4 . , .° . . ° •j ,(MIN) (MAX) . • s.• S P.1 kit r---\\ — —1 co uti IGHT • 4 4 , _ v -: . - . : ,,,,, ,-.,- .. -, . el 00 /./„.„.._ • RE: PLAN FOR I Iw 0- •L 11.0• . A ' BOTTOM a _. ILL FOOTING •h • • a - 4 j •. • (MIN) ii.:.......„. _ • • � `�`.`� \ �fi; sN TOP BARS , ` ° BARS , . Q )¢'4 x I'-6' 51100T14 .15_f - .] I_' ° �! /j� w >r DOIIELS • 12 O.G. i:l�)513AR6 •► t ♦ IK- Wf4;44 4* . ---- ..)..1.•.:... s A • • " ' •�• • • • ° ..• ; •• '' •. �, ° e OPTIONAL CONSTRUCTION JOINT DETAIL E 1 p' • ,.q ••• • ° L_ �- 6 • 2'-O'' ' • 21-0' • • • - • •. F - - �' - �: J 3'-3' (MW, (MSI) �" y " �O r REIPFORC NG SA UCLIT SLAB WHILE C 15! 3'-0' x 4'-3` x I'-0' • • ~ FOOTII'ICs ' ° (2)S 'Z' RARE TO MATCH PER PLAN • ),4,7/ CONCRETE IS STILL GREEN z BASE R5c6'x0'-il' FODTNG. REIPF. W/ . • ,� I r�\ BOTTOM BARSRE: PLANS FOR LOCATIONS G1 W/(4)314v A4le • , , a - > > ���f � 4 2'-m' � ' # . L__, 0 O ,,E 1 CN 1 1/2 .SI•IIM1 AND J • 12 OL. EA WAY • - l j �� -• - :� I� 1 VP NON-3I-IRINC CsROIfT 2'-m"'�` • ' ' era. '� `y ji 8' TYP CUT 50% OF RENF E,./' Q © moi,, p i - I AT JOINT LOCATION a y - ' 7 8 9 0 6 BASE PLATE DETAIL PILAb i u-t DETAIL TYPICAL TOP OF WALL b 1 to DETAIL TYPICAL BOTTOM OF WALL b i Cry DETAIL 10 CONTROL JOINT DETAIL 05''-0' MAX SPACINGimm. ° - 1-0' 85.01 SCALE1/2` - r-0' 85.01 SCALE 1/2' -1-0' 85.01 SCALE 1/2' -r-0" - • S5. SCALE 3` 55.01 SCALE 11r t-0 V 4 - - 8' MT.CMU REirF.iEI/5 VERT. DO NOT BACKFILL RE: FRAMING PLAN DETAILS • 16' O.C. CENTERED M WALL i STD. --•�I 44 DOWELS UNTIL FLOOR FRAM1143 FOR BALANCE OF DETAIL RE: FRAMNG PLAN DETAILS t i i • i1 O.O. ' Wt. 'DtlR-O-WALL' HIORz • I6' OAC. FOR BALANCE OF DETAIL b00T125-r�4 BOTTOM � 6' STUD WALL �j Q 1 SLAB ON GRADE M Pl. DO NOT BACKFILL / TRAGIC ANCHOR t0 FDN ) !t•-1 4 �' 5 x 4'-01 DOWELS (2'-0' PROJ.) SPACE 12' UNTIL FLOOR MATING 12' =. - PER PLAN �B' TO MATCH MASONRY WALL REINF. 4 SLAB ON GRADE IN PLACE WV 'i AB. a 24' O.C. .� I O oO O (AL ewe) 1/4 V [O 9'-4' x -4 • / - /CONC., _ ICOORD. W/ ELEV. 1`1FGR) 114'-9 (I) ik O W 1 GONG. SLAB I CONC. SLAB e4 • 12' 0.C. 5 * 12' OL. VERT • 12' 0.C. TAu1 • W Cr) 24 RE: PLANH RE: PLAN x HORIZ EA.FACE HORIZ F_.A.FACEI ' $/8' 4/ 6' OC. •e O 2; .-- -- �`-m' a •. • •, • 5 • lY OL. V!`RT ADD 5 x 9'-0' �4 DOWEL x 2 -0 "r TD.SLAB ,� £ 2' �� 46 • 12' 0.C. VERT `�r,�. • 12' OAC. AT • 1 1 1 s O !Z co 's • .40 _ I-4 OCG. . ' ELEVATOR PIT \ CLR . �. - �; ` . _ . IDP of WALL • • rW>`LD-ABLE REBAR) U R MAATC1-1 12 R INNF •• * L4x4x3/8 WITH V2Ix6' HAS • ••` / 5. 12' O.C. VERT 11 • • Y4' ® 1' �Z ! • � CONCRETE SLAB ON FORM DECK II .:':41:- 5 DO(IELS ,� • • 12' oL.CO�ORD.SILL • 5 BARS �ii,' LR CLR = `CLR ' 724-0' • tb'OL. G . 16' OL. ll'=fl L� }5EXP DONT � 2 � • .. . '. �FPER PLAN � . g ii �f REQUIREMENTS WI I �' EXP JOINT �I- CONT REA�F �. •9 e 3_�• Fax. I•FG12 [ALL SIDES) I,.11:11:1-11 A • 5 DOWELS xl • �4 • 12 OC.H1oRIZ GLR _ `� RE: WALL r L• . '•� , SLAB ON GRADE • 1�' DSC. Jil, /� _ EA FACE • DETAIL • • ley 4 --, 8 81:- ___ T 4 '14un .• PER PLAN • 2'-2• I , TALI erg) 45 DOItELS x 9 = • 2'-1' • COORD JACK - _ ONT. L4x4x , COO [2)5 CONTIN COS • ' — • • - a • _ - . TOP AND BOTTOM -\ 12 O.C. - - . • y• • - • _• p �. e • b • • -_� A A 1t- ELEV.MGR I'-5' I ° • • 9 •! :, ' Eh1BED 1!' 6'x0'-6' • 6 1 • ,."' w/x4) 14HASx8' ' • al . �+ +� Yl .. • • �y't t/•'• .. ; SPACE E�'IBED IE • J'-PJ' DC.11A)C • `• ° • �� (4)5 CONT. e s • • (5)5 CONT. 9 —+-- - ' TD G . . _ , - e t • ' t• 'V' • . a• .- •• -r •V.Ay 5 • I2' O.C. . 5 • 12' OL. r �- •� _ f , • - . .� • - • .. { • ' / • %4 CLR ~ :�f\ �- , ' - 3' �5 DOWELS x eL 3' \ 'I6 DOfLELS x i; .1. 1'-0' ROTATE DUCK Z �p 5 BAR • 12' OD ,.,:v\ /�\//i./• DOIJBL>` BARS ALL 4 SIDES CLR 31-6' • 12OC ;fi CLR 6'-6` . • 12' D.C. tt I 90' At SIM z TYPICAL C�Nf✓rl WAI..�.. EACH WWY OF OPENING,EXit�Ip BARS 21-1' � CO 0 1 REJNF`G DETAIL 12 ELEVATOR PIT DETAIL I L TM FOUNDATION DETAIL 14 FOUNDATION DETAIL -1• 15 FLOOR FRAMING DETAIL I-- - I-- 55.01 SCALE:1/2' -1-0' ' 35.01 SCALE 1/2' -r-o' • SCALE 1/21 - 1-0' S5.1 SCALE: 1/2' - r-0' 35.01 SCALE: 3/4' -1-0' p h 0 DWp I- DO NOT BACKFILL UNTIL FLOOR FRAMING • 1'-6` RE: FRAMING PLAN DETAILS 1/4 D LL Z 11 1/4 D i SLAB ON GRADE IN PLACE FOR BALANCE OF DETAIL I '0� 0 I' i . /s/e' . _ -\ 6boc. �, 0 _ 5/8' 4/ \ 6' O.C. "4 • 12' OC. --�-- �-.. «� '4 DOWEL x Z'-0' 1 Ce . 1.10112 EA FACE - HORIZONTAL PARTITION 1' • 1'-4' OG. o Q !' • II-4DOWEL x Z -0 • s 5 * 18' CC. VERT PER PLANS CLR - `+ !WELD-ABL1E REBAR) a LL ''I • b' OCG VERT -� \ C' ROOF POST ,. CONCRETE SLAB 1 • (WELD-ABLE MBAR) = lk W/(2)NZ WH TBCS. '1 •• 6' OCC.�-� MOW e; ,•' + • ON FOFB 1 DECK ARCH/ENG: naprcxM�SR CONCRETE SLAB 2' 1 ■: ON FORM DECK GLR A 1 R EACH SIDE ola RE: PLAN ., 7-• II • 5 • 12' OIC. J 2'_ p . CHECKED: MOW I ' EXP JOINT TOP 1 BOTTOM 660�.0y�1�12/5�-�971i..��I TALEDCsE CL DATE 1'�� , -• • ' • ' 1'—1 BASE CHAN..� . • V L GLR - y 8 °'C I= ;•,, , SLAB GRADE ANCHORS TRACK I 09-12-2017 #- I" = / PER PLAN PER DETAIL 2/5601 • 12' O.C. CONT. L4x4xsi • a' # REVISION DATE • 12' % J L4x4x% :II ZEA FACE 4 a OL. HORIZ CANT. 5 DOIIELS x e s: • a c -----s y�• 1 1 OR CONST. 02-10-18 EA FACE18' Q. - - EMBED• R b x0-6 ` a c ..• ••_ °• 1)k t' • i • •• • _ i --6 _ ••.• a• )' • .. 0 Z v u -• IIa<I(4)�'i HAS x 8' �ERMIT REVIEW 03-02-18 ., 5i' EMBED IE 6'x0'-6' 5'48' `I a .• . • ' • • •- +- 01 • b' 0C ' 11 ,• '• r SPACE EMBED IE a 5'-0' O.C.MAX ERMIT REVIEW 03-20-18 ▪ ' • W/(4)X'4 NAS x 8' - . ..4,V • \ m _ _ - - TEK uXi RMiT REVIEW 03-30-18 96 • Ib OL�� . ▪ { SPACE EMBED R • 51-0' 0.C.MAX ,O . - .- 1 ' T • r a• . r ♦ �' r- •r • •• ' _ �" • ��W# , At 36 O.V.TYP • �+ - , •4- .. ._ _ - . . _ - .•,' �I 'C•�' DDO'i'O`R JAI`iP�� 31 /,� .. r. , ' 5 IB' OAC. a/PERMIT REVIEW 04-04-18 5 • 12' D.C. r • . a - a .' • • • r - , far • •• ' •• SiUDW/ (2) 2WR ... ��1 %4 ROTATE DECK - - ' TYP 1'-4' CLR 4 4 4 TFIMIr EACH SIDE 26GA GLR 90' AT SIM t , .,. V : •a V. , • - ♦ .. • ° 1 • 0 • • _ s - a•1 - PRE-PAINTED 1'-0' . • 4'-6' 11-6' S'-0' ` ILL''1 DOWELS x 0 PIER COVER ,±1• Joe No. II-6' ,1 150912 1c �p /� 15'-0' 10'-01 9 FLOOR FRAMING DE 1 AIL SHEET NO. "b" FLOOR FRAMING DETAIL -r/ 85.01 SCALE- 3/4' -1'-0' FOUNDATION DETAIL 18 TYPICAL METAL AT ENDWALL �+ i SCALE:1/2' - 1'-0' S5.01 SCALE: 11/2' - 1-0' �' .01 SCALE 314' - r-0' t7 5.O 7 d 9 ..... s.l - 1 ._l .-_ 0 `■ERE SPEC 120181 RPC MACRO STORAGE-� r 5i-EAR 1.1141-L1.1141-L SCHEDULE 11 E!: 'tEKS PER FLOOR/ROOF STEEL DECK GRID g i 01 ui 413 ui WALLS GAGE PANEL STUD TO TOP TRACK CONCRETE FLOOR ALLOWABLE TO EA STUD °PICA 4TTAGI.1MENT.(NOTE 1, 2, 43. ANCHORAGE (NOTE 4) SHEAR -* STUD PER PLAN GRID l d U w co O Lore = COL 1 BM 0 •O °o z gr 26 3 60' 42 T8G5 AT 24' OC. h'0 ANCHOR B 5' BOLTS • -0' OL. 105 Of 16GA HAT CHANNEL b HSS4x4 6' I U 5/8' 1 6' OL. a z Z (1' TALL?• 5'-0' OCG. I COL.BEYOND / #' I I z m a ° w ond O 26 3 30' 412 TEKS AT 12' OL. )4'1 A I R BOLTS • 5'-0' 0C. plf FASTEN TO EA STUD , BEARING SHEAR WALL PER PLAN Q o w o U lW(2) 112 TOGS " _ til BEARING • 5J-0' OL.MAX -r-' I 1 I- w L3 S i <:/ 22 3 15' 412 TEKS AT 12' OL. Xt'1 ANCHOR �-T5 • 2`-O' OL. 400 plf -, 1 I j I ON 1=0ra'J'9 DECK L' r 4' CONCRETE SLAB Z w v ANCHOR I •• .BOTTOM 5/8'/ \ 6' 1 0 a O 20 3 15' 42 TEICS AT 12' OL. )4'1 A I-bR BOLTS + 2'-0' OC. 485 plF PER SCHEDULE 1155m'1TRACK PER TI25-54 2'-m' FIN PLRe/ ce o o g CONCRETE SLAB ON METAL 1livr R ALL 4 B 9 PER PLAN - `" o rt ,_ /-4' CONCRETE SLAB Al /IA/ 1=0RI I DECK PER PLAN I SIDE5 `r a. m 9 O 20 4 Ei' l2)*f2 TEKS At 12' OG. }5y ANCHOR BOLTS + 2'-0' OCG_ 5l4 plr +t2 TEK$ • Ib' OL. IFORM DECK11lTl'P) ' C� ;� n { PER PLAN ^n" ( • ' 1 04 D0111E=L5 • f2' OL. CONG SLAB mu. �'�— PpORw7 �r . 6 - SIN '' a - 1I O 20 1 5' (2)412 TEKS AT 12' o-C. )4'1 ANCHOR BOLTS a 1c3' OL. 834 plf 1 �. �- RPL I R -r - �: PLAN z D0�4 b�EG 12GA L ` :4 l INJ • ti ill 1�CLOSURE ANGLE ---� F �---L3x3xY; \--ROTATE DI=CK 90' • `SIN' o / RETAINN�s WALL 4. . 4, CONT L4x404 O 20 1 10' (2NOtE 3TEKS AT 12' O.G. ii11 ANCHOR BOLTS • I'-3' OL. (NOTE 3) 1250 plf - ROTATE DECK S0' • 'SIM' 1 • eroeal RE: H+ID DETAILS ...................de ' h' HAS. • 12' OL. ) N �____/��_�_` FOR RENF , D POFD NOTES: TOP TRACK I HSSIbx4 PER PLANA - • 1. AT BEARMG WALLS, ATTACH THE TOP TRACK TO THE ROOF/FLOOR STEEL DECK ACCORDING TO NOTE O ON FRAMING (I)412 TEKS �( i Ev si PLANS 51.02 THROUGH 51.05 RESPEGT1vELY. EACH SIDE OF S i fc.•' (4, E'S' gN 2. REFER TO SCHEDULE FOR TOP TRACK ATTACHMENT AT NON-BEARING WALLS.(STEEL DECK PARALLEL TO WALLS) - v' PANEL PER SHEAR WALL SCHEDULE SPANDREL PANEL SECTION A-A �{ 91340 , 3.PROVIDE 6007200-91 TOP AND BOTTOM TRACKS AT SHEAR WALL I �Ir - D I'-0' t. 4. ANCHOR BOLTS TO BE)5'1 F1554 CAR 36 THREADED RODS WITH 21sa' ANT AND SIMPSON SET EPDXY ADHESIVE PANEL ARCH r= 3/16 3.12 °R9111:4111 REGO -8 "''1 •• r\ SHEARWALL SCHEDULE © 2 FLOOR FRAMING DETAIL FLOOR FRAMING DETAIL 4 FLOOR FRAMING DETAIL �s;;, ,,��, SCALE: 3/4' - T-0' 85,0 SCALE: 3/4' - r-0' r SCALE- 314' - r-0' 85,r SCALE:314' - T-0' ' ,' X01 B Ex,irrs:\ - FOR STR lt URAL ONLY < (UM TEKS Mir- 4 EACH SIDE E) g 1 la't1 A151 c:= co to k NG TOP VIEW _ FLOOR OPENI 6 3" `� =_55 1ST rg'U' PANEL PER 5HEAR WALL PER PLAN GRID SCHEDULE U' PANEL PER SHEAR WALL SCHEDULET TS COL W 1 GAP IE O o -•- NCA SHEAR WALL AIRING SHEAR WALL 3,4'1 A325N PER PLAN I I'V PER PLAN , , „ .. , .,-,.. �� ... ,,.. .• • .., I RIM .�I..I -. ,. ,011.1 ,,. o a /4CC i i '- 74' CONCRETE SLAB I) W/BRIDGING • 5'-0' OL.MAX i l W/ BRIDGING • 5'-0' OL. MAX PAIRS IN 334'. A 25N 1 r _I o ON FORM DECK 1 T. BOTTOM kill 44 DOWELS • 16' O.C. • T.BOTTOM \ y U [ PER PLAN I`M FLOOR ANCHOR PER SCHEDULE US5�2 TRAGIC PER 1125-54 _ FLOOR SLAB ANCHOR PER SCHEDULE 1/5502 I TRACK PER 7125-54 12GA POUR/SCREED L -" . PER PLAN \I I CONCRETE SLAB ON FORM DECK 1 74' CONCRETE SLAB 0 N E 412 TEKS • 16' OL ON FORM DECK �_ PER PLAN E DECK .' . '!s I CLOSURE ANGLE I PER PLAN � rI2 TEKS • 16 OL f FER PLAN ROTATE DECK SO' • 'SIM' 444A ' or 5 N L S j ' • FM.FLOOR F FIN.FLO9 or BENT IE'S 3/8' iE OR WTi-'1. ' '" • PER PLAN I `./ • PER PLAN SPANDREL PANEL-/ • ,4 '..... .',.,....6._._ BE L 01_01_ FLOOR JOIST PER PLAN I4GA 1 D V S II 1/4 V I/4 1 CLOSURE/SCREED L--�- `,_0101 ( 6001125-54 C LINTEL 6001250-54 _ BOND BEAM W/15'1 KUK BOLT • 16' OL. 6007250-54 �"' § Z PER PLAN TOP TRACK _ W/(2)5 CONTINUOUS TDP TRACK '� CONT. 6008162-43 STUD O C7 C b I 13 CONT.6005162-43 STUD = W Q a W/(2)410 TEKS EA STUD - 1 �] W/ (2) X10 TEKS EA STUD (I)'12 TEKS I h (FASTEN TO EXTERIOR ill" 8' LIGHT WEIGHT CMU WALL (I)412 TIBCS 1) BEAM I3Cf) 0 j EACH SIDE OF S ;) STUD WALL OR HSS W/ — RE: PND PLAN FOR RENFBEAM-EACH SIDE OF STUD I =7 TC BEAM-TO-COLUMN W Q 0 Lam,, :i I .) SIMPSON FCB 45-5) I W cc rn g. Q O a o FLOOR FRAMING DETAIL fi 7 FLOOR FRAMING DETAIL 8 TVP. FLOOR FRAMING DETAL AT FLOOR OPENINGS 9 TYPICAL ttL FRAMING CONNECTION U i I I SCALE=314• - r-0' FLOOR FRAMING DETAIL 55.0 SCALE 3/4' - T-0' �,r SCALE 3/4' -T-0' 55,0 SCALE 3/4' -1-0' $rj,r 5(ALE 3/4' - T-0' CA 0 Q 8 g r4 .E h POCKET WALL LOOSE LINTEL SCHEDULE E- 0 a a) l 6' FOR BEAM i-- SLAB NOT SHOWN FOR 'U' PANEL PER SHEAR .____ STORE FRONT A. b/BERG CLARITY SPAN LINTEL SIZE ►�►�IJF—I -C E WALL SG•IEDULE RE: PLAN 5' TOPPING O o - I SITE PAYING SLAB ARCH (X5/8' •L�6` OC. T. PLAN 0' to I'-4' y4 PLATE 4' w U 5' TOPPING RE: CML � SLOPES ` . � O 518' • / \6' O:C� 1 SLAB V4 PER FT 1'-4' to 3'-b` L-�' x 3' x y4` (LL.YJ 4' W N � � SLAB I RE: ARCH TOP 01= SLAB BRI,'s E 3/' x 5' x0'-b' ON r �` 4 3'40' to � � � ' .iet L-3 x 3,� x) (LLY.) 6 5/8' .7 \ 6' ON FORM CK ( SLOPES_ AT GIRD \`\�\\ \\\\` 1 ' SHIM 4 NON-SI-IRIrIfC C�ROE[T� ",' p 4' COPICRETE SLAB \ 1/4' PER FT /i// '� .... ....._ 4'-6' to 5'-6' L4 x 3!' xY{ (L.L.Y.) 6' V n x ON FORM DECK ��M FLR �'� F'ER PLAN 7 y,. g 1\ KI #=1N FLR 2 -0 ys'. ADD44 • 4' OAC. 5'-b` to1'-0' L5x314' x94,' (LL.V.) 6' M'I € PER PLAN .—. ;r 0101 44 DOWELS x m 114' CLR FROM TOP (2)3J'i 1 A325 AB'S 3 • r il l - • 12 OL. A "� CF SLAB W BEAM PER PLAN U „ \--Apo cv ., 1 0 to 8 6 Lb x 3 x sk lLL.Ya 8 44 • 4' OL. 6,1i' CONCRETE SLAB l ' CLR FROM TOP ' ON FORM DECK 8'-b' to II'-0' Ll x 4' X �L' (LL.V) $' OF SLAB RETAINING WALL • .... '' . r • a W BEAM PER PLAN °°111\ _.. ' CONCI�TE SAB RE: FND FOR AILS 'i 01 01. . . CONT L4x4xY4 .; . 1.(i� FOR EACH 4' WYTIHE OF MASONRY ON FOR•1 DECK �y _ WI '1 HAS. • 12' OL. • ._ CONT.L4x4x5/16 2.REFER TO ARCHITECTURAL I MECHANICAL DRAWINGS FOR LOCATION I SIZE CF OPENIIrr n� 1/4 D 2' • 12'\ 1'-0' ''-0. 3 BEARING DISTANCES SHOLLN ABOVE ARE V REWIRED MINIMUMS AT EACH END OF LINTEL Z Z 10 F_OOR FRAMING DETAIL FLOOR FRAMING DETAIL FLOOR FRAMING DETAIL BEAM BEARING POCKET DETAIL 4.USE AeavE SCI DULE UNLESS NOTED 2 0 SSA SCALE= 314' - T-0' (ID SCALE- 314' •- T-0' 1 SCALE:3/4' •-T-0' r SCALE:3/4' -1'-0' OTHERWISE ON PLANS L.L . U LL D - ------ 14 TYPICAL CMU UNTEL SCHEDULE CC W CC 1.-0• 12'-0' (8'-0' AT SIN) X' x 3' x 31 S5.1 SCALE 3/4' -1-0' 0 o/, U)U z SIM ABOUT 4��-. . / t `� I4 I ^ � � � // LL / / \ \ _ „L.-I.,._ /// LT.WT.CMU /--STEEL BEAM '' O ROOF DECK /r, / I \ �\' // (1)44 CONT AT PERIMETER RE: FND DETAILS a LL _ 1 PER PLAN BLOCK SOLID PER f I I //// \\\\ d'41 PIPE • 8'-0' //// iHS54x4�d`4' COL. FOR RENF. i RE. PLAN s - #aRCwENG: Mow I. BETWEEN TRUSSES - �� - - \ //// \\\\ \. „`/ G TO 4 TTP. D T/STEEL ✓- WALL DRAWN: nrcxMrRSR +• \ / / \ \k // COL- ► `' RE: ARCHITECTURAL 3/lb 2-12 CHECKED' Mow - - \(_�\ /v/ \\;:,, ROS D PER PLAN i I ,i// PLANS FOR RAILING 4 EDGE BM �} B1=AM DATE �_ \ o /-STEEL 0 ' BENT Ie 4x4 W/ \ \ / / \ // U f ` 43 x 1'-6' AT 2'-0• oG. 3fir(2)12TEKSEATRUSS � � � r \ \ / / E x3 x3 ii" 31 - _ I �! r _ - -- \ i - E 3I WELD TO BENT iE - - BY # REVISION DATE `,. D. O. c. c= .- 1-1SBSx6xY4 _ BENT E (G) - _2 _ f► OR CONST, 02-10-18 - �� - -- -� PER PLAN ,r, d� a' x 4' x 3 ' x ' KAB ON METAL I o , it -ERMIT REVIEW 0''-02-18 BRCS IE % 5' x 1'-0' W/ �- BRC, le A - RMIT REVIEW 03-19-18 fool" T. TO RECEIVE RAILING 4 x 6007 TRACK PArJG1A 1-2, PRE MANUFACTURING i0xEi3 RE �ERMIT REVIEW 0320.18 7 T.O. SLAB BOND BEAM l2) /4`i x 12' A8.'a ON METAL TRUSSES • 24 OL. ,- . BAB. BY OTHERS SHEAR E EA HSS 4 RE: PLAN TO& IFI—----- _01 01 ...- ___ 51MP••�ON SB�G 425 STEEL W/ (I)S. EXTEND IV s 1 WTI 1 NON-SHRINK GROUT �i • RMIT REVIEW 03-30-18 2`-61 EACH t F 131'-0' _ BEAM BRCS SIDE of I _ _,._rte^_ A • RMIT REVIEW 04-04-18 STUD GON�EC OR 134 6 �` _ EACH END OF TRJSS g4.0' Lbx4x3i�,' • I'-6' OL 3RD FLOOR GROUT 8' ABOVE ' RE: PLAN FOR lig 5' BRC- PLAN SECTION B-B BEAM SIZE 150912 pE,� � 1 H568x6�'i • 8' OL. HSS BELOW_/.' �= J�NO. HS$ 20x6 BEAM TO COL PER PLAN JIli BEYOND 16 CANOPY DETAIL FLOOR FRAMING DETAIL 18 BEAM BEARING DETAIL 'EET"° 15 CANOPY DETAIL SCALA1/2' - r-{r 85.0 SCALE 314' •- r-0' r SCALE 3/4' - r-0' S5.0 SCALE: 3/4' - 1-0' S5.02 85.08 Ix 9 0' `SITE SPEC 120181 RPC MACRO STORAGE—" 4