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BUP2021 -00074 - R�ECF4�Z o® e� A#421 2IG Tout w. ILLM BUILDING KiDDIE ACADEMY T1 CITY Or DGARD N SIGN `�_� • Imam OR TIGARD, OR 00 N - KALVI LLC OWNER LEGAL DESCRIPTION w zZ o o O w o 0 0 8821 NW SAVOY LANE PROPERTY IDENTIFICATION NUMBER: 2SI13ABOO700 F a RELEASES o PORTLAND, O R 9722 ADDRESS: 6145 SW UPPER BOONES FERRY RD. w F z N N (T): (503) 577-3822 W ° m N wE wF wBUILDING CODE INFORMATION 3 � oCONTACT: PRABAKAR MURUGAPPAN G ~ • NEW OR REVISED SHEET aF � F O O O a DESIGN CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) o N o o O UNREVISED SHEET THIS ISSUANCE w > t7 OCCUPANCY: E � m - oPm a �a M� o o • SHEET RELEASED IN PREVIOUS ISSUANCE CIDA/ INC. ARCHITECT/ STRUCTURAL ENGINEER CONSTRUCTION TYPE: V-B (SPRINKLERED) COVER SHEET ET 15895 SW 72ND AVE, SUITE 200 BUI1STFLOLDING AREA: • • e • CSI COELIFESVER FE IST FLOOR: 10,861 SF • FLS I FIRE LIFE SAFETY PORTLAND, OREGON 97224 TOTAL BUILDING AREA: 10,861 SF • GNI-3 GENERAL NOTES (T): (503) 226- 1285CIVIL (F): (503) 226- 1670 SEE FIRE AND LIFE SAFETY SHEET FOR FULL CODE SUMMARY :1121'M 127 111117. CO.1 GENERAL NOTES • • • • CO.2 EXISTING CONDITIONS CONTACT: TARA LUND AND CURTIS GAGNER • • • • CO.3 DEMOLITION PLAN • • • • C 1.0 HARDSCAPE PLAN • • • • C2.0 GRADING PLAN PROJECT DESCRIPTION e • • • C3.OUTILITY PLAN AAI ENGINEERING CIVIL ENGINEER A 10,861 SF SINGLE STORY DAYCARE WITH ASSOCIATED PLAYGROUND AND PARKING • • • C4.0 DETAILS • • • C4.1 DETAILS • 1919 C4.2 DETAILS e C4.3 DETAILS 4875 SW GRIFFITH DR, SUITE 300 e C4.4 DETAILS BEAVERTON, OR, 97005 DEFERRED SUBMITTAL LANDSCAPE (T): (503) 620-3030 MECHANICAL • • • • LI PLANTING PLAN , • • • • L2 CANOPY ELECTRICAL • • • • L3 SOIL VOLUME CONTACT: NORM SCHEG PLUMBING • • • • L4 TREE REMOVALARCHITECTURE FIRE SPRINKLERS FIRE ALARM • • LS IRRIGATION "ALL DEFERRED SUBMITTALS TO BE REVIEWED BY ARCHITECT PRIOR TO SUBMITTAL. IMMIMN ARCHITECTURAL MULCH LANDSCAPE ARCHITECT I AR • • e A0. AR"THE DEFERRED SUBMITTAL SHALL BE SUBMITTED IN A TIMELY MANNER a AO. PLAN - EASEMENTS • ' ARCHITECTURAL SITE PLAN *THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN • • AO.2 SITE DETAILS I s 89 s SW 72ND AVE SUITE 200 APPROVED BY THE BUILDING OFFICIAL. • • • AO.3 SITE LIGHTING PLAN PORTLAND, OREGON 9 7 2 2 4 1907 NE 66TH AVENUE # 168 • AO.4 PLAYGROUND PLAN T E L 5 0 3 2 2 6 1 2 9 ' • � e AI.I FLOOR PLAN *DESIGN-BUILD CONTRACTOR SHALL COMPLETE,AS NECESSARY, REQUIRED PORTIONS OF THE OREGON ENERGY COMPLIANCE F A x : s 0 3 . 2 2 6 . 1 6 7 c PORTLAND OR, 97213 FORMS AS IT APPLIES TO THIS PROJECT. W W W C I D A 1 N C C 0 M • > • AL2 REFLECTED CEILING PLAN (T): (503) 222-7416 • A 1.3 ROOF PLAN • A2.1 EXTERIOR ELEVATIONS CONTACT: DARRELL MULCH • A3.1 BUILDING SECTIONS • A4.1 EXTERIOR DETAILS • A4.2 WALL DETAILS • A5.1 DOOR SCHEDULE&DETAILS • A5.2 WINDOW TYPES& DETAILS TBDCONTRACTOR A5.3 DETAIL ENTRY LOCK • A5.4 FIRE ALARM DETAIL AND HARDWARE • A6.1 T.R. ENLARGED PLANS& ELEVATIONS • A6.2 T.R.& LOBBY ENLARGED PLANS& ELEVATIONS • A6.3 T.R. DETAILS Q • ATI FINISH PLAN &SCHEDULE Q • A7.2 INTERIOR DETAILS • A7.3 INTERIOR DETAILS • A8.1 EXTERIOR DETAILS • A8.2 EXTERIOR DETAILS NI STRUCTURAL NE I- LLl • SO, SO,I GENERAL NOTES O I LN N • S 1.1 FOUNDATION PLAN 0 z • S 1.2 ROOF FRAMING PLAN ¢ • S2.1 FOUNDATION DETAILS ~ O y� • S3.1 FRAMING DETAILS :D O O N • S3.2 FRAMING DETAILS Qcc _ 8 on State Bar rim Ore z LL Oregon Z O LJJ � EO. STREET LIGHTING COVER SHEET U a- Q SynergoQ • E1.1 STREET LIGHTING ELECTRICAL&PHOTOMETRIC u Uvrml-�c 5 PizzaLU Q /* z \` 16145 Southwest Upper z W Boones Fe Road t•� Lf)t,)nLcs® Statesery Medical Q lint"r1' 'F' 0 LnSPECIAL.RkEE.;!'EGTi0N REQUIRED e State of Or p-, E_"trki6uro.i Specialty Code � Conrra.a and ri<:!h:fvrr rtg&001 OFFICE COPY 0 CM OP TIGARD. - Bol 5 M�t� d �oncreto NIES Commercial RMLS' �, x,. „ FOR CODE COMPLIANCE N a ':11^ Concrete Frame . N Approved: 0 F[� , ', mdressing Steel Tendon$ OTC: 0 � ( ] 1� The Circuit Bou D Permit#t '.I - 00 0 7LI OGym Tigard m Au Fillers Nonnw Address: Q SITE �Phyte)6gence e.ot Suite#i oG Abbwt Re .a,eta Byt Data q�� Q AMSOIL b � ' [] ��r a s Materials COVER SHEET Airgas Store O " Oregon State Treasury r. � C S 1 O.Speci3 ', .1,..trps; er, vction and Filling CITY OF TIGARD p NORTH Elsma a ca,�a sy�;6caApproved by Planning 1 VICINITY MAP o Omer InspectionsDate: 5 OB NO. 190142.01 CS N O SCALE initials. C 2019 GDA P.CICIDA ALL RIGHTS RESERVED w l 1004 OCCUPANT LOAD TABLE ROOM # NAME FUNCTION OF SPACE LOADING AREA LOAD �12 FACTOR T W. LLW 100 VESTIBULE 49PORTLAM a- - ALL GATES SHALL HAVE EXIT 1mm* 101 INFANT ROOM DAYCARE 35 351 10,03 �`� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ti: DEVISES INSTALLED AND SHALL OF REMAIN UNLOCKED DURING 102 TODDLER ROOM DAYCARE 35 284 8.11 0 OCCUPIED HOURS 103 TODDLER ROOM DAYCARE 35 284 8.11 o OCCUPANT LOAD= 205 x 5 SF/OCCUPANT 104 2 YR OLD ROOM DAYCARE 35 355 10.14 SAFE DISPERSAL AREA o REQUIRED = 1025 SF V (\/J\/ V (\/J\I 105 2 YR OLD ROOM DAYCARE 35 356 10.17 ON N O N O 06 2 YR OLD ROOM DAYCARE 35 354 10.11 ri N , DISPERSAL AREA � N 107 3 YR OLD ROOM DAYCARE 35 703 20.09 (2,340 SF) -50' o � o FROM BUILDINGTj L__ Z108 3 YR OLD ROOM DAYCARE 35 702 20.06 2 U o G O M N W N O 09 4 YR OLD ROOM DAYCARE 35 703 20.09 2 2 $ ,ri G_i fV N 0 N 110 4 YR OLD ROOM DAYCARE 35 703 20.09 0 O O O O w I- f of elf 0- 1 1 1 5 YR OLD ROOM DAYCARE 35 702 20.06 w w w 0 ® ® ® ® ® 112 MULTIPURPOSE ROOM DAYCARE 35 1055 30.14 O O O a V jBULE s"ears REECRFIREM w w w K 13 SHARED T.R. 135 �u O Z ® OWNER'S DIRECTOR'S us 0 0 0 135 3 0 o OFFICE O C __ __ a Iw_- Fw- H F j Im 114 SHARED T.R.T. 0 D an v+ �n �, m CLASSROOM CLASSROOM CLASSROOM d T. CLASSROOM MULTIPURPOSE S TODDLERS INFANTS UNCONSECRATED o Rm O 115 LOUNGE 15 123 8,20 ASSEMBLY TF TR TR 116 TOILET ROOM 76 0 a 7 SHARED T.R. 37 RECEPTION '' 0 GENERAL L1z9J -.R 118 SHARED T.R. -- -- 106 - SHARED T.R STORAGE rLY 1x9 y* x 119 SHARED T.R. -- -- 106 -- 0 ® ® ® 0 ® ® ® 120 TOILET ROOM - 42 C C � p ® MAX TRAVEL DISTANCE-54'-0' SS HALL 121 TOILET ROOM -- -- 20 • 1ss "' c C3 22 TOILET ROOM 41 p HA TR R N7 123 TOILET ROOM -- __ 42 . -- p SH EDT.R OUNCF 0 s IID .R sHAREDT.R .124 TOILET ROOM -- __ 20 119 125 JAN'S CLOSET ACCESSORY STORAGE 300 35 0.12 0 0 126 ELECJFIRE RISER ROOM ACCESSORY STORAGE 300 50 0.17 , CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM 0 2YROLDS 2YRO S 2YROLDS 3 Y QLQS 3 RO 5 CLASSROOM 4YROLDS 127 KITCHEN KITCHEN COMMERCIAL 200 291 1.45 J aos oz oe 4 Y9 o LQ)s 10 ® 128 LOBBY EDUCATIONAL LOBBY 35 204 5.83 ENGINEERING 129 RECEPTION BUSINESS 150 92 0.61u I N T E R 130 DIRECTOR'S OFFICE BUSINESS 50 99 0.66 0 " 131 GENERAL STORAGE ACCESSORY STORAGE 300 83 0.28 15895 SW 72ND AVE SUITE 200 pr PORTLAND, OREGON 97224 132 OWNER'S OFFICE BUSINESS 150 118 0.78 TEL : S 0 3 . 2 2 6 . 1 2 8 S F A X : 5 0 3 . 2 2 6 1 6 7 0 50'-0" 133 HALL -- 946 0.00 W W W CI DAINC . 00M TOTAL FOR OCCUPANT LOAD 8455.50 205.30 NORTH FIRE LIFE SAFETY PLAN LS 3/32"= 1'-0" OCCUPANT LOAD CHART - DAYCARE LICENSING AREA USE ROOM NAME # CHILDREN #TEACHERS #ADMIN # MISC.& SF. REQUIRED ACTUAL SF. SF. PER CHILD STAFF REQUIRED CODE SUMMARY LEGEND 101 6W-12M INFANTS 8 2 280 351 35 GOVERNING CODE: PORTABLE FIRE EXTINGUISHERS (OFC 906) LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE. NEW EXTERIOR WALL-SEE WALL TYPES 102 12M-2 I2 YRS TODDLER 8 2 280 284 35 2019 OREGON STRUCTURAL SPECIALTY CODE PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN APPROXIMATE LOCATIONS 03 2M 2 I!2 YRS TODDLER 8 2 280 284 35 Q OCCUPANCY TYPE(OSSC 302): E SHOWN ON I/FLS I, MAX 75'TRAVEL DISTANCE,QUANTITY AND FINAL LOCATIONS EXIT SIGNS (OSSC 10].a s NEW I HR EXTERIOR WALL- SEE WALL TYPES SPRINKLERED VS. NON-SPRINKLED SPRINKLED TO BE VERIFIED WITH FIRE CODE OFFICIAL. EXIT SIGNS TO BE INSTALLED IN COMPLIANCE WITH OSSC SECTION 1013. EXIT SIGNS Q P OCCUPANCY SEPARATION (OSSC 508.3): NONSEPARATED ARE REQUIRED TO BE INTERNALLY OR EXTERNALLY ILLUMINATED.SEE FLS I FOR NEW INTERIOR WALL-SEE WALL TYPES 104 2 YR OLDS 2 YR OLDS 10 2 350 355 35 .vw FIRE ALARM AND DETECTION SYSTEMS (OSSC 907.2.1) LOCATIONS A MANUAL FIRE ALARM SYSTEM THAT INITIATES THE OCCUPANT NOTIFICATION ROOM 105 2 YR OLDS 2 YR OLDS 10 2 350 356 35 ip u_ OCCUPANCY CLASSIFICATION (OSSC CHAPTER 3) SIGNAL UTILIZING AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM MEETING EXIT ACCESS TRAVEL DISTANCE(OSSC TABLE 1017.2) ROOM NAME AND NUMBER (B) BUSINESS THE REQUIREMENTS OF OSSC SECTION 907.5.2.2 AND INSTALLED IN ACCORDANCE E= 250 FT ALLOWED 106 2 YR OLDS 2 YR OLDS 10 2 350 354 35 O (� (S-2) LOW HAZARD STORAGE WITH OSSC SECTION 907.6 SHALL BE INSTALLED. AUTOMATIC SPRINKLER SYSTEM PROVIDED =54 ® ILLUMINATED EXIT SIGN W/BATTERY ` LL J N (F-2) LOW HAZARD FACTORY INDUSTRIAL(MOST RESTRICTIVE) SHALL BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. BACKUP 107 3 YR OLDS 3 YR OLDS 20 2 700 703 35 ZO z 1-- CORRIDORS (OSSC 1020) CONSTRUCTION TYPE(OSSC CHAPTER 6) OCCUPANCY LOAD(OSSC 1004) CORRIDORS ARE NOT REQUIRED TO BE FIRE-RESISTANCE RATED PER TABLE 1020.1 AS FEC FIRE EXTINGUISHER CABINET-CONFIRM FINAL c 108 3 YR OLDS 3 YR OLDS 20 2 700 702 35 U u C 0 CONSTRUCTION CLASSIFICATION (602.5):VB SEE OCCUPANCY LOAD TABLE THIS SHEET. THE BUILDING CONTAINS AN AUTOMATIC SPRINKLER SYSTEM. LOCATIONS W/FIRE MARSHALL 109 4 YR OLDS 4 YR OLDS 20 2 700 703 35 � W Q O GENERAL BUILDING HEIGHTS AND AREAS(OSSC CHAPTER 5) EGRESS WIDTH (OSSC 1005) ACCESSIBILITY(OSSC CHAPTER 1 1) 110 4 YR OLDS 4 YR OLDS 20 2 700 703 35 N Q Q TABULATED VALUE FOR ALLOWABLE AREA FOR BUILDING SEE FLOOR PLANS FOR REQUIRED CLEARANCES AT DOORS ► EXIT DISCHARGE III 5 YR OLDS 5 YR OLDS 20 2 700 702 35 z W WAS BASED ON (E) OTHER EGRESS COMPONENTS: SEE DETAILS FOR MOUNTING HEIGHTS O Q 206 OCCUPANTS X.15" = 31" . . . . . . . EGRESS PATH OF TRAVEL 1 12 FLEX GYM MULTIPURPOSE ROOM 1055 35 U u U, ALLOWABLE BUILDING HEIGHT 60 FT PLUMBING FIXTURE REQUIREMENTS(OSSC CHAPTER 29) PROPOSED BUILDING HEIGHT 22'-8"FT COMMON PATH OF EGRESS TRAVEL(OSSC TABLE 1006.2.1) SEE PLUMBING FIXTURE TABLE THIS PAGE. LLJ Z E=75'ALLOWED ALLOWABLE NUMBER OF STORIES 2STORY PROVIDED =23' ENERGY CONSERVATION (OEESC) ENERGY CODE MATERIAL TABLE W PROPOSED NUMBER OF STORIES I STORY DAYCARE MEANS OF EGRESS (OSSC 1006.2.2.4) REQUIRED PROVIDED MAX PROVIDED AREA MODIFICATION ALLOWED FRONTAGE If = 298/466-0.25 60/30= 0.77 DAYCARE FACILITIES, ROOMS OR SPACES WHERE CARE IS PROVIDED FOR MORE THAN LOCATION MAX SHGC PROVIDED SHGC Q V ( ) SEE COMcheck ENVELOPE COMPLIANCE CERTIFICATES ATTACHED:PRESCRIPTIVE R-VALUE R-VALUE U-FACTOR U-FACTOR ADJUSTED ALLOWABLE AREA Aa = (38,000 + (9,500 X 0.77)) =45,315 SF 10 CHILDREN THAT ARE 2}YEARS OF AGE OR LESS,SHALL HAVE ACCESS TO NOT LESS METHOD '�D PROPOSED AREA 10,8725F THAN TWO EXITS OR EXIT ACCESS DOORWAYS. ROOF(ABOVE DECK) R-30 CI R-38 CI COMcheck HVAC AND LIGHTING FORMS:TO BE PROVIDED BY DESIGN/BUILD FIRE RESISTANCE RATING REQUIRED FOR BUILDING ELEMENTS(OSSC TABLE 60 1) MEANS OF EGRESS ILLUMINATION (OSSC 1008) SUBCONTRACTOR WITH DEFERRED SUBMITTAL TO CITY STRUCTURAL FRAME NONE ILLUMINATION LEVEL(OSSC 1008.2): EXTERIOR BEARING WALLS NONE MINIMUM I FOOT-CANDLE AT THE WALKING SURFACE LEVEL WOOD FRAMED WALL R-20 R-21 INTERIOR BEARING WALLS NONE DURING EMERGENCY LIGHTING,0.1 FOOT CANDLE MINIMUM AND AVERAGE OF I PLUMBING FIXTURE CALCULATIONS N FLOOR CONSTRUCTION NONE FOOTCANDLE ALONG THE PATH OF EGRESS AT THE WALKING SURFACE LEVEL. SLAB ON GRADE ROOF CONSTRUCTION NONE TOTAL OCCUPANT LOAD REQUIRED WATER CLOSET REQUIRED LAVATORY WATER CLOSETS LAVATORIES (UNHEATED) R-15 - _ OCCUPANT SQUARE RATIO RATIO ILLUMINATION EMERGENCY POWER(OSSC 1008.3): OCCUPANCY CLASSIFICATION OCCUPANT OAD FACTO FEET M I F M F FIRE RESISTANCE RATING REQUIRED EXTERIOR WALLS BASED ON FIRE SEPARATION EMERGENCY POWER SHALL BE PROVIDED FOR A DURATION OF 90-MINUTES MINIMUM LOAD MALE FEMALE MALE FEMALE MALE FEMALE SOLID SWING DOOR 0.37 0.37 DISTANCE (OSSC TABLE 602) -THIS WILL BE PROVIDED WITH BATTERY BACKUP NORTH X>30 0 HR E EDUCATIONAL 35 6552 187.2 93.6 93.6 1 PER 50 1 PER 50 1 PER 50 1 PER 50 2.67 3.75 1.10 1.87 e WINDOW--METAL, 4 EAST X>30 0 HR AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER FIXED 0.38 0.38 0.36 0.36 SOUTH 5<X>30 I HR - CORRIDORS,EXIT ENCLOSURES AND EXIT PASSAGEWAYS B BUSINESS 150 309 2.06 1.03 1.03 1 PER 25 1 PER 25 1 PER 40 1 PER 40 0.04 0.04 0.03 0.03 r WEST X>30 0 HR - INTERIOR EXIT DISCHARGE ELEMENTS S ACCESSORY STORAGE 300 168 0.56 0.28 0.28 1 PER 100 1 PER 100 1 PER 100 1 PER 100 0.00 0.00 0.00 0.00 WINDOW-- 0.31 0.31 0.36 0.36 NON-METAL, FIXED FIRE LIFE SAFETY OPENINGS (OSSC TABLE 705.8) SIZE OF DOORS(OSSC 1010.01) ASSEMBLY SOUTH 5<X>30 25%UNPROTECTED SPRINKLERED ALLOWED EGRESS DOORS SHALL HAVE A MINIMUM OF 32"CLEARANCE WHEN DOOR IS OPEN 900 A-2 UNCONCENTRATED 15 123 8.2 4.1 4.1 1 PER 75 1 PER 75 1 PER 200 1 PER 200 0.05 0.05 0.02 0.02 ENTRANCE DOOR - - 0.68 0.68 0.36 0.36 B KITCHEN COMMERCIAL 200 291 1.46 0.73 0.73 PER 25 I PER 25 I PER 40 PER 40 0.03 0.03 0.02 0.02 FLS 1 THERMAL AND SOUND INSULATION MATERIALS(OSSC 720) THRESHOLDS (OSSC 1010.1.7) SKYLIGHT 0.50 0.50 0.40 0.40 CONCEALED INSULATION EXPOSED INSULATION MAXIMUM THRESHOLD OF 3/4" TOTAL NUMBER OF FIXTURES m -MAX FLAME SPREAD INDEX -25 -MAX FLAME SPREAD INDEX-25 REQUIRED 2.8 3.9 1.2 1.9 NOTES AND DEFINITIONS -MAX SMOKE DEVELOPED INDEX-450 -MAX SMOKE DEVELOPED INDEX-450 PANIC HARDWARE(OSSC 1010.1.10) TOTAL NUMBER OF FIXTURES CI L CONTINUOUS INSULATION 18 SHARED I I SHARED SKYLIGHTS TO HAVE HAZE>90%.PER C402.3.2.2,VISIBLE LIGHT TRANSMITTANCE 54%MINIMUM. R DOORS SERVING OCCUPANT LOADS 50 OR MORE SHALL NOT BE PROVIDED WITH A PROVIDED JOB NO. 190142.01 RS MINIMUM RIGID INSULATION AT SKYLIGHT CURBS t DRINKING FOUNTAINS REQUIRED: I PER FLOOR-2 PROVIDED EXTEND R15 CLOSED CELL RIGID INSULATION FROM TOP OF SLAB TO 24"BELOW ©2019 ODA P,GODA ALL RIGHTS RESERVED U KIDDIE ACADEMY DOMESTIC FRANCHISING, LLC- DESIGN AND DEVELOPMENT SPECIFICATIONS 3 FLOORS 4 WALLS 2018 KIDDIE ACADEMY CONCEPT PLAN SPECIFICATIONS - LAST UPDATED 10/16/2018 1 GENERAL - UIREMENTS A LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL FLOOR FINISHES AS REQUIRED BY THE FINISH PLAN (SEE ATTACHED A. WALLS: FINISH PLAN). LANDLORD/CONTRACTOR SHALL CONSTRUCT ALL INTERIOR WALLS IN ACCORDANCE WITH THE "APPROVED PLANS" A. LANDLORD SHALL ENSURE THAT THE CONSTRUCTION OF THE LEASED PREMISES MEETS OR EXCEEDS ALL APPLICABLE FEDERAL, STATE AND ALL WORK TO BE PERFORMED SHALL BE IN CONFORMANCE WITH ALL APPLICABLE GOVERNMENTAL HEALTH, AND LOCAL LAWS, CODES AND REGULATIONS PERTAINING TO CHILD CARE CENTERS. 1 RESILIENT FLOORING: STATE CHILD CARE LICENSING, ZONING, BUILDING AND/OR FIRE CODE REQUIREMENTS. A VINYL COMPOSITION TILE (VCT): 12" BY 12" BY 1/8"; REFER TO FINISH PLAN (SEE ATTACHED) FOR COLORS AND /4212 LOCATIONS. B. DRYWALL AND ACCESSORIES: T N. Ln B. CODES SHALL BE PER LOCALLY ADOPTED INTERNATIONAL BUILDING OR AS COMPLIANT WITH LOCAL CODE PLUMBING, MECHANICAL AND ELECTRIC CODES. CURRENT INTERNATIONAL FIRE PREVENTION. CURRENT LOCALLY ADOPTED INTERNATIONAL ENERGY B LUXURY VINYL (LV): REFER TO FINISH PLAN (SEE ATTACHED) FOR COLORS AND LOCATIONS. 1 DRYWALL SHALL BE LEVEL 4 FINISH, TAPED, WITH THREE COATS OF JOINT COMPOUND APPLIED OVER ALL THE JOINTS • —� • CONSERVATION CODE C AS REQUIRED CERAMIC TILE: REFER TO FINISH PLAN (SEE ATTACHED) FOR COLORS AND LOCATIONS. (EXCEPT INTERIOR ANGLES)AND OVER ALL THE FASTENERS. TOOL MARKS AND RIDGES SHOULD NOT APPEAR. �p DRYWALL IS THEN SANDED SMOOTH FINISH, PRIMED AND PAINTED IN ACCORDANCE WITH TENANT'S FINAL FINISH "Tj PlINTLAW C. OCCUPANCY OF THE LEASED PREMISES IS PRESUMED TO BE E SECTION 305. E (CHILD CARE FACILITY EXCEPTION AND 308.5.2.) B. FLOOR WAXING: SCHEDULE. /moi D. CONSTRUCTION TYPE IS TYPE V-B. 1 VINYL COMPOSITE TILE FLOORING: 2 ALL EXPOSED STRUCTURAL POST(S) IN THE CLASSROOMS AND/OR CORRIDOR(S)SHALL BE DRYWALL ENCLOSED WITH OF EDGES. E. SPECIFICATIONS CONTAINED HEREIN HAVE NOT BEEN REVIEWED BY REGULATORY AUTHORITIES. ALL QUANTITIES, FINISHES, A CLEANING AND WAXING SHALL OCCUR UPON COMPLETION OF ALL CONSTRUCTION. LOCATIONS AND OTHER SPECIFIC REQUIREMENTS ARE TO BE VERIFIED BY LANDLORD. ANY COST OVERRUNS, NOT DUE TO SPECIFIC C. PAINTING: TENANT REQUEST,ARE TO BE PAID BY LANDLORD. B ALLOW 4 DAYS AFTER INSTALLATION OF VCT TO BEGIN THE PROCESS. 1 DRYWALL: LATEX PRIMER, ONE (1) COAT; FINISH COAT SHERWIN WILLIAMS DURATION SATIN, TWO (2) COATS. F. IF A CONFLICT SHOULD EXIST BETWEEN THESE SPECIFICATIONS AND APPLICABLE GOVERNMENTAL HEALTH, BUILDING AND/OR FIRE C SWEEP, DUST MOP OR VACUUM FLOOR THOROUGHLY AND REMOVE ALL LOOSE DUST AND DIRT; 2 WOOD FOR OPAQUE FINISH: LATEX UNDERCOATED, ONE (1) COAT; LATEX FINISH, TWO (2) COATS. CODE REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENTS SHALL BE UTILIZED IN THE CONSTRUCTION OF THE LEASED PREMISES. D REMOVE ANY DRIED ADHESIVE RESIDUE; 3 WOOD FOR TRANSPARENT FINISH: ONE (1)COAT; SANDING SEALER, ONE (1) COAT; ALKYD VARNISH, TWO (2) COATS G. THE CONTRACTOR IS REQUIRED TO PROVIDE NO LESS THAN A ONE (1) YEAR WARRANTY ON ALL LABOR AND MATERIALS USED IN SEMI-GLOSS FINISH. 0 0 CONSTRUCTING THE KIDDIE ACADEMY FRANCHISE FOLLOWING THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY E FOLLOW MANUFACTURERS CLEANING AND WAXING PROCEDURES WHICH RECOMMENDS 5 FINISH COATS o 0 H. ALL CONSTRUCTION IS TO BE COMPLETED SUBSTANTIALLY IN ACCORDANCE WITH PLANS AND SPECIFICATIONS APPROVED BY THE F SCRUB THE FLOOR WITH PROPERLY DILUTED FLOOR CLEANING SOLUTION USING AUTOMATIC OR SINGLE-DISC 4 FERROUS METAL: ALKYD METAL PRIMER, ONE (1) COAT; ALKYD ENAMEL, TWO(2) COATS. m 6 N - LANDLORD/CONTRACTOR, TENANT AND KIDDIE ACADEMY DOMESTIC FRANCHISING, LLC ("FRANCHISOR") (THE APPROVED PLANS). FLOOR MACHINE; 5 FERROUS METAL(HIGH PERFORMANCE): EPDXY PRIMER, ONE (1) COAT; CATALYZED URETHANE, TWO (2) COATS. o - o Lij I. LANDLORD/CONTRACTOR SHALL PREPARE AND SUBMIT COMPLETE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE G ALLOW 72 HOURS BETWEEN COATS 6 EACH CLASSROOM SHALL BE PAINTED IN ACCORDANCE WITH THE WALL COLOR AS DEFINED ON THE FINISH PLAN N Z v PROTECTION AND CIVIL PLANS IN ACCORDANCE WITH APPLICABLE GOVERNMENTAL HEALTH, STATE CHILD CARE LICENSING, ZONING, H ORAS RECOMMENDED BY MANUFACTURER PROVIDED. oN O U o BUILDING AND/OR FIRE CODE REQUIREMENTS WHICH MUST BE SENT TO AND APPROVED BY TENANT AND FRANCHISOR, AND MUST BE 7 LANDLORD/CONTRACTOR'S SHALL BE LIMITED TO ONE ACCENT WALL IN EACH CLASSROOM PER COLOR FINISH BASED UPON THESE DESIGN AND DEVELOPMENT SPECIFICATIONS. COPIES OF ALL PLANS SHALL BE SENT TO: ATTN: VICE PRESIDENT 2 LUXURY VINYL& SHEET VINYL FLOORING: U a SCHEDULE, ONE TRIM COLOR AND POLYURETHANE FOR NATURAL WOOD. F o OF CONSTRUCTION, KIDDIE ACADEMY DOMESTIC FRANCHISING, LLC, 3415 BOX HILL CORPORATE CENTER DRIVE,ABINGDON, MARYLAND A WAXING AND CLEANING SHALL OCCUR UPON COMPLETION OF ALL CONSTRUCTION. Ez N 21008 D. INSULATION: w w w J. LANDLORD/CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL DEMOLITION AND CONSTRUCTION PERMITS. LANDLORD/CONTRACTOR B ALLOW 4 DAYS AFTER INSTALLATION OF SHEET VINYL TO BEGIN THE PROCESS. a w LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL EXTERIOR WALL INSULATION, SEALANT AND MOISTURE IS RESPONSIBLE FOR ALL COSTS RELATED TO OBTAINING PERMITS, INSPECTIONS AND A CERTIFICATE OF OCCUPANCY. COPIES OF ALL C SWEEP, DUST MOP OR VACUUM FLOOR THOROUGHLY AND REMOVE ALL LOOSE DUST AND DIRT; PROTECTION FOR MAXIMUM ENERGY EFFICIENCY AS REQUIRED BY LOCAL BUILDING CODES. w w w F PERMITS AND CERTIFICATES SHALL BE SENT TO: ATTN: VICE PRESIDENT OF CONSTRUCTION, KIDDIE ACADEMY DOMESTIC FRANCHISING, D REMOVE ANY DRIED ADHESIVE RESIDUE; LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL MOISTURE PROTECTION AND CEILING INSULATION FOR O O O d a a w a LLC, 3415 BOX HILL CORPORATE CENTER DRIVE, ABINGDON, MARYLAND, 21009. MAXIMUM ENERGY EFFICIENCY AS REQUIRED BY LOCAL BUILDING CODES. w w w K. COPIES OF ALL NOTICES TO OR DEMANDS UPON TENANT PERTAINING TO CONSTRUCTION OF THE LEASED PREMISES SHALL BE SENT E FOLLOW MANUFACTURERS CLEANING AND WAXING PROCEDURES WHICH RECOMMENDS 5 FINISH COATS LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL SOUND ATTENUATING INSULATION IN OFFICES AND STAFF O Z TO: ATTN: VICE PRESIDENT OF CONSTRUCTION, KIDDIE ACADEMY DOMESTIC FRANCHISING, LLC, 3415 BOX HILL CORPORATE CENTER F SCRUB THE FLOOR WITH PROPERLY DILUTED FLOOR CLEANING SOLUTION USING AUTOMATIC OR SINGLE-DISC TOILET ROOM WALLS ow 0w Ow 3 DRIVE,ABINGDON, MARYLAND, 21009. o ~ FLOOR MACHINE; E. WALL PROTECTION: 0 L. THE LANDLORD/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ITS OWN TELEPHONE, TOILET, WATER AND ELECTRICITY FOR G ALLOW 72 HOURS BETWEEN COATS OR AS RECOMMENDED BY MANUFACTURER ' ALL PROJECT FUNCTIONS FROM COMMENCEMENT OF CONSTRUCTION TO THE LEASE COMMENCEMENT DATE. 1 1 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL IN-PRO WALL PROTECTION WITH ACCESSORIES -COLOR: TO BE M. LANDLORD/CONTRACTOR SHALL PROVIDE TO TENANT AND FRANCHISOR A LIST OF CRITICAL DATES OR A CONSTRUCTION SCHEDULE IN 3 FLOORING ACCESSORIES: DETERMINED ON ALL CORRIDOR AND CLASSROOM WALLS 42"AFF PER MANUFACTURER SPECIFICATIONS AN AGREED UPON FORMAT IDENTIFYING EACH STAGE OF CONSTRUCTION, REQUIRED DATES FOR DELIVERY OF TENANT SUPPLIED A VINYL BASE: REFER TO FINISH PLAN (SEE ATTACHED) FOR COLORS AND LOCATIONS. 2 FIBERGLASS REINFORCED PANELS ("FRP") FIXTURES, EQUIPMENT AND/OR FINISHES, ETC. B VINYL WALL BASE: 4" HIGH, 1/8"THICK, COVE BASE AT CARPET, VCT AND SHEET VINYL, WITH CONTINUOUS RUNS A FRP SHALL BE A 4'X 8'X 3/32" SMOOTH SURFACE FIBERGLASS REINFORCED PANEL. MARLITE, KEMLITE OR EQUAL IS N. LANDLORD/CONTRACTOR SHALL PROVIDE TENANT AND FRANCHISOR TWO (2)COPIES EACH OF THE APPROVED CONSTRUCTION (NOT LESS THAN 10 FEET LENGTHS WHERE CONTINUOUS RUNS ARE NOT POSSIBLE). REFER TO FINISH PLANS FOR ACCEPTABLE. ALL INSIDE AND OUTSIDE CORNERS, SEAMS AND EXPOSED EDGES OF FRP SHALL BE FINISHED WITH DRAWINGS AND ONE (1) COPY EACH OF THE BUILDING PERMIT UPON ISSUANCE OF BUILDING PERMITS AND CERTIFICATE OF SPECIFICATIONS MANUFACTURER ACCESSORIES. OCCUPANCY UPON RECEIPT. C CORNERS: PREFORMED. B LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL ("FRP")THROUGHOUT THE KITCHEN FOOD PREP AREA AND O. LIQUIDATED DAMAGES I JANITOR CLOSET TO CEILING. RATING AS REQUIRED BY CODE D REDUCER STRIPS AT OPEN EDGES AND FLOOR ELEVATION CHANGES. C LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL("FRP") IN ALL TOILET AND DIAPER ROOMS TO 48"AFF 1 THE PARTIES AGREE THAT IT IS VIRTUALLY CERTAIN THAT THE OWNER WOULD BE DAMAGED IF THE PROJECT IS COMPLETED LATE E ADHESIVE: WATERPROOF. AND THAT THE PRECISE AMOUNT OF SUCH DAMAGES IS DIFFICULT OR IMPOSSIBLE TO CALCULATE. ACCORDINGLY,AND NOT AS A F. KNEE WALL HEIGHTS: PENALTY, THE PARTIES AGREE THAT THE LIQUIDATED DAMAGES WILL BE CALCULATED AS FOLLOWS: F SEAL ALL OPENINGS BETWEEN WALL AND COVE BASE AND COVE BASE AND FLOOR WITH WITH NSF APPROVED 1 CORRIDOR KNEE WALL OPENINGS SHALL BE CONSTRUCTED TO A FINISH HEIGHT OF 43". WALLS SHALL BE FRAMED PER a FOR EACH CALENDAR DAY BEYOND THE SCHEDULED DATE OF SUBSTANTIAL COMPLETION THAT THE PROJECT HAS NOT INSTITUTIONAL CAULK. LOCAL BUILDING AND/OR FIRE CODE REQUIREMENTS TO INCLUDE INTERNAL STEEL COLUMN SUPPORT AT EACH END ACHIEVED SUBSTANTIAL COMPLETION (LESS AGREED UPON"WEATHER DELAY DAYS"), THE CONTRACTOR SHALL PAY TO THE 4 CARPETING: OF ALL OPENINGS. OWNER AS LIQUIDATED DAMAGES THE SUM OF FIVE HUNDRED DOLLARS ($500.00) PER DAY. A REFER TO FINISH PLAN (SEE ATTACHED) FOR COLORS AND LOCATIONS. 2 CLASSROOM INTERIOR KNEE WALLS (I.E., DIAPER CHANGING UNITS AND TOILET ROOMS) SHALL BE CONSTRUCTED TO A FINISH HEIGHT OF 43"AND SHALL INCLUDE STEEL COLUMN SUPPORT AT EACH END OF ALL OPENINGS. , b PROVIDE CONSTRUCTION SCHEDULE WITH BID 5 STAIR TOWER: (IF APPLICABLE) 3 IF APPLICABLE, KNEE WALL AT RECEPTION AREA SHALL BE CONSTRUCTED TO A FINISH HEIGHT OF 30"TO 34" 2 PREREQUISITES TO SUBSTANTIAL COMPLETION: A STEPS SHALL BE STEEL WITH VINYL TREADS AND RISERS G. KNEE WALL CAPS: a OCCUPANCY PERMIT(TCO OR CO) B ALL LANDINGS SHALL BE LUXURY VINYL TO MATCH CORRIDOR LAMINATE CAPS SHALL BE TO A FINISH HEIGHT OF 43"AT ALL CORRIDOR INTERIOR KNEE WALLS. SEE FINISH PLAN FOR , b DELIVERY OF PUNCH LIST C VINYL COVE BASE SHALL BE INSTALLED THROUGHOUT COLOR c SUPPORTING DOCUMENTATION 6 ELEVATOR: (IF APPLICABLE) MAPLE CAPS SHALL BE TO A FINISH HEIGHT OF 43"AT ALL CLASSROOM INTERIOR KNEE WALLS. SEE FINISH PLAN FOR COLOR d WARRANTIES A FLOORING SHALL BE LUXURY VINYL FLOORING TO MATCH CORRIDOR H. TACK BOARDS/CLASSROOM MONITORS: e CERTIFICATIONS IN LIEU OF TRACK BOARDS -CONTRACTOR TO INSTALL MONITOR COVES AS INDICATED. I u I I\ R 1 0 R f START-UP AND TESTING OF BUILDING SYSTEMS I. CHAIR RAIL: g CHANGEOVER OF LOCKS CHAIR RAILS SHALL BE INSTALLED THROUGHOUT CORRIDOR(S)AT 42-1/4"TO TOP AFF. CHAIR RAIL SHALL BE PAINTED 1 s 89 5 SW 72ND AVE SUITE 200 PER FINAL FINISH SCHEDULE. PORTLAND, OREGON 92zz4 3 WEATHER DELAY DAYS ARE DETERMINED AS FOLLOWS: T E L 5 0 3 . 2 2 6 . 1 2 8 5 J. BLOCKING: F A X 5 0 3 2 2 6 1 6 7 0 a ADVERSE WEATHER CONDITIONS THAT PREVENTS EXTERIOR WORK ON SITE OR BUILDING, AS RECORDED BY NOAA, I.E. PRECIPITATION AMOUNTS OF 1/2" OR MORE OVER A 24-HOUR PERIOD,AND SUSTAINED WIND SPEEDS OF 40 MPH OR MORE LANDLORD/CONTRACTOR SHALL PROVIDE BLOCKING AS REQUIRED THROUGHOUT THE LEASED PREMISES FOR THE W W `N . C 1 D A I N C . C o n PURPOSE OF INSTALLING COT CLOSET AND STORAGE SHELVING,AS WELL AS WALL MOUNTED DRAIN SHELF AND b ADVERSE WEATHER SHALL NOT PREVENT WEATHER-PROTECTED INTERIOR WORK FROM CONTINUING MICROWAVE SHELF IN KITCHEN. c EACH WEATHER EVENT DAY IS CALCUL K. STAIR TOWER: (IF APPLICABLE) d ALL DOCUMENTATION DETAILING EACH WEATHER DAY IS REQUIRED WITH A CHANGE ORDER STATING THE NEW COMPLETION IF APPLICABLE, STAIR TOWERS SHALL BE FINISHED PER COLOR FINISH ABOVE DATE AND MUST BE FULLY EXECUTED BY ALL PARTIES STEEL RAILINGS SHALL BE PAINTED TO MATCH COVE BASE P. LANDLORD/CONTRACTOR SHALL PROVIDE PHOTOS OF CONSTRUCTION PROGRESS TO TENANT/OWNER AND FRANCHISOR THOUGHOUT L. ELEVATOR: (IF APPLICABLE) CONSTRUCTION INCLUDING FINAL BUILDING EXTERIOR PHOTOS. WALLS SHALL BE LAMINATE TO MATCH MILLWORK 2 PROJECT RECORD DOCUMENTS A PREREQUISITES TO FINAL ACCEPTANCE Q 1 FINAL PAYMENT REQUEST WITH SUPPORTING AFFIDAVITS Q 2 AT COMPLETION OF CONSTRUCTION AND JUST PRIOR TO ACCEPTANCE OF OCCUPANCY, LANDLORD/CONTRACTOR, TENANT AND FRANCHISOR SHALL CONDUCT A JOINT FINAL INSPECTION TO PREPARE A PUNCHLIST OF ITEMS TO BE CORRECTED WITHIN 7 DAYS OF THE DATE OF INSPECTION. THE LIST SHALL INCLUDE BUT NOT BE LIMITED TO: a LANDLORD/CONTRACTOR SHALL REPAIR, PATCH AND TOUCH-UP MARRED SURFACES TO MATCH ADJACENT FINISHES. w b LANDLORD/CONTRACTOR SHALL REPLACE HVAC FILTERS. LL c LANDLORD/CONTRACTOR SHALL REMOVE DEBRIS FROM GUTTERS, ROOF AND DOWNSPOUTS. 0 LNLJ CJ z z r- d LANDLORD/CONTRACTOR SHALL PROVIDE PROFESSIONAL CLEANERS FOR FINAL CLEANING OF THE LEASED PREMISES PRIOR O G O O\ F- TO OCCUPANCY. CLEANING SHALL INCLUDE BUT NOT BE LIMITED TO CLEAN FIXTURES TO A SANITARY CONDITION FLOORS WAXED IN ACCORDANCE WITH 3.13 BELOW AND ALL DEBRIS REMOVED. O e LANDLORD/CONTRACTOR SHALL STEAM CLEAN ALL CARPETS AND CHEMICALLY TREAT THEM FOR PROTECTION FROM cc� W m STAINING. z Qw � 3 PUNCHLIST SIGNED OFF AS COMPLETE u Q 4 LANDLORD/CONTRACTOR SHALL PROVIDE TWO (2) COPIES OF AS-BUILT DRAWINGS AND SPECIFICATIONS (BLUEPRINTS) EACH >> V (3 TO TENANT AND FRANCHISOR. THE AS-BUILT DRAWINGS SHALL BE IN LEGIBLE FORM AND CONTAIN ALL RECORD w Q INFORMATION, INCLUDING THE FOLLOWING: z W a MEASURED TO SCALE EXTERIOR WALLS, STRUCTURAL WALLS AND COLUMNS, LOAD BEARING WALLS, FIRE RATED WALLS, STORE FRONTS, ENTRANCE/EXITING DOORS, ETC. ALL PERTINENT INFORMATION AND DETAILS RELATED TO THE FIELD Lr) CONDITION OF THE LEASED PREMISES SHALL BE NOTED. V_ b MEASURED HORIZONTAL AND VERTICAL LOCATIONS OF CONCEALED UNDERGROUND AND INTERIOR UTILITIES AND _110 APPURTENANCES REFERENCED TO CONTROL LINES. Y c FIELD CHANGES IN GENERAL CONSTRUCTION, DIMENSION AND DETAIL. 5 REMOVAL OF TEMPORARY FACILITIES. 6 LANDLORD/CONTRACTOR SHALL REPLACE AIR-CONDITIONING FILTERS IF UNITS WERE OPERATED DURING THE 0 CONSTRUCTION. P 7 LANDLORD/CONTRACTOR SHALL REMOVE DEBRIS FROM GUTTERS, ROOF AND DOWNSPOUTS. 0 8 8 LANDLORD/CONTRACTOR SHALL PROVIDE TENANT WITH ONE (1) 8-1/2"X 11" FIRE EGRESS PLAN UPON ISSUANCE OF BUILDING PERMITS v z D N ml GN1 O JOB NO. 190142.01 ©2019 CIDA.P.C/CIDA ALL RJGHiS RESERVED u 5 DOORS, DOOR FRAMES, HARDWARE, GLAZING AND WINDOWS 7 ELECTRICAL 10-A PLUMBING AND ACCESSORIES j A. F vTERIOR DOORS: A LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL SEPARATELY METERED ELECTRICAL SERVICE FOR THE LEASED A 1 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL SEPARATELY METERED WATER SERVICE TO LEASED PREMISES. PREMISES. 2 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL SEPARATELY METERED NATURAL GAS SERVICE TO LEASED 1 ALL EXTERIOR CLASSROOM DOORS SHALL BE 1/2 VIEW GLASS, METAL DOORS. MUST BE IN CONFORMANCE WITH ALL B LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL ONE 120/208 VOLT, 3 PHASE, 4 WIRE, DISCONNECT SWITCH FOR THE PREMISES FOR WATER HEATER AND HEATING. APPLICABLE GOVERNMENTAL HEALTH, STATE CHILD CARE LICENSING, ZONING, BUILDING AND/OR FIRE CODE REQUIREMENTS. LEASED PREMISES. THE PANEL SIZE SHALL BE BETWEEN 400 AND 600 AMP MINIMUM OR AS DETERMINED BY THE DESIGN 3 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL ALL SANITARY SEWER CONNECTIONS AND UNDER SLAB PIPING M21Y 2 ALL EXTERIOR KITCHEN FOOD PREP AREA, MECHANICAL ROOM AND SPRINKLER ROOM EXTERIOR DOORS SHALL BE FLUSH SOLID ELECTRICAL ENGINEER. FOR SEWERS PER THE APPROVED PLANS. AW TAW. Ln METAL DOORS. MUST BE IN CONFORMANCE WITH ALL APPLICABLE GOVERNMENTAL HEALTH, STATE CHILD CARE LICENSING, C LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY CIRCUIT BREAKERS FOR THE DISTRIBUTION OF THE4 ALL BATHROOMS ARE REQUIRED TO HAVE FLOOR DRAINS WITH TRAP PRIMERS. a -- ZONING, BUILDING AND/OR FIRE CODE REQUIREMENTS. LOAD TO THE LEASED PREMISES. • —� • STAFF LOUNGE 5 LANDLORD/CONTRACTOR SHALL DISTRIBUTE HOT AND COLD WATER TO THE KITCHEN FOOD PREP AREA D LANDLORD/CONTRACTOR SHALL LABEL ALL CIRCUIT BREAKERS. , , 3 ALL EXTERIOR CORRIDOR EXIT DOORS SHALL BE FULL VIEW GLASS AND MUST BE IN CONFORMANCE WITH ALL APPLICABLE 'rjA PoRILAIO, OR GOVERNMENTAL HEALTH, STATE CHILD CARE LICENSING, ZONING, BUILDING AND/OR FIRE CODE REQUIREMENTS. E LANDLORD/CONTRACTOR SHALL INSTALL ALL DISTRIBUTION DEVICES, INCLUDING J_BOXES, SWITCHES AND RECEPTACLES PER INFANT ROOM FOOD PREP UNITS, DIAPER CHANGING UNITS, JANITOR'S CLOSET FLOOR SINK, CHILD AND STAFF TOILETROOMS AND WASHER/DRYER. WATER TEMPERATURE AT ALL HAND WASH SINKS MAY NOT EXCEED 100 DEGREES; WATER /moi 4 FRONT ENTRY AND INTERIOR VESTIBULE DOORS SHALL BE ALUMINUM STORE FRONT, WHITE; LOCAL BUILDING CODES AND THE APPROVED PLANS. EACH CLASSROOM LIGHTING SYSTEM SHALL BE SEPARATELY SWITCHED TEMPERATURE AT THREE COMPARTMENT SINK AND DISHWASHER MUST EQUAL 140 DEGREES. WHEN REQUIRED BY O B. INTERIOR DOORS: AND THE LOCATION OF LIGHT SWITCHES SHALL BE CONVENIENT TO THE ENTRANCE OF EACH CLASSROOM, SHARED TOILET LICENSING, CONTRACTOR SHALL PROVIDE HOT AND COLD WATER TO SHOWER. BETWEEN CLASSROOMS SHALL BE SWITCHED FOR THREE WAY OPERATION. TOILET ROOM LIGHT SWITCHES SHOULD BE INSTALLED 47"AFF TO TOP OF BOX. 6 LANDLORD/CONTRACTOR SHALL DISTRIBUTE COLD WATER TO ALL INTERIOR AND EXTERIOR DRINKING FOUNTAINS. 1 ALL DOORS AND DOOR JAMBS SHALL BE RATED AS REQUIRED BY LOCAL BUILDING CODES F LANDLORD/CONTRACTOR SHALL INSTALL AT LEAST ONE DUPLEX OUTLET PER 20 LINEAR FEET OF WALL OR AS REQUIRED BY 7 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL ALL SPECIAL FIXTURES, EQUIPMENT, ETC. REQUIRED FOR THE 2 ALL PRE-SCHOOL AGE CLASSROOM DOORS LEADING FROM ALL CLASSROOMS TO CORRIDOR, SHALL BE T-0"X T-0"WITH SOLID LOCAL BUILDING CODES, WHICHEVER IS MORE RESTRICTIVE. LEASED PREMISES IF THE LEASED PREMISES UTILIZES A PRIVATE OR PUBLIC SEPTIC SYSTEM (GREASE TRAPS, HOOKUP CORE WOOD, WELDED METAL DOOR FRAMES AND WELDED TOP CAP. CLEAR POLYURETHANE FINISH ON ALL WOOD DOORS AND G LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL TAMPER-RESISTANT OUTLETS THROUGHOUT FACILITY. PERMITS, ETC.), AS MANDATED BY LOCAL HEALTH AND/OR BUILDING CODES. METAL DOOR JAMBS MUST COMPLY WITH LOCAL BUILDING AND/OR FIRE CODES. 8 ALL FIXTURES ARE TO BE CAULKED TO FLOOR OR WALLS, WHICHEVER IS APPLICABLE, WITH NSF APPROVED 3 ALL INFANT, TODDLER (AGES 6 WEEKS TO 24 MONTHS)AND SCHOOL AGE CLASSROOM DOORS TO THE CORRIDOR(S) SHALL BE H OUTLETS IN CORRIDORS AND CLASSROOMS TO BE MOUNTED AT 18"AFF UNLESS OTHERWISE NOTED. 0 INSTITUTIONAL CAULK. 0 0 EITHER 6-0"WITH FIXED 3'-0" FIXED FULL LIGHT PANEL OR T-0"X T-O"SHALL BE FULL LIGHT WOOD/GLASS DOORS,AS SHOWN ON I LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL THREE (3) DUPLEX OUTLETS IN EACH OFFICE, THE LOCATION OF WHICH 9 LANDLORD/CONTRACTOR SHALL PROVIDE ANTI-SCALD VALVES AS REQUIRED BY LOCAL HEALTH AND BUILDING CODES AND APPROVED PLANS, SOLID CORE WITH METAL FRAMES AND TEMPERED SAFETY GLASS. CLEAR POLYURETHANE FINISH ON ALL SHALL BE DETERMINED SHOWN ON THE APPROVED PLANS. AS APPROVED BY THE LOCAL HEALTH DEPARTMENT OR CHILD CARE LICENSING AUTHORITY. o - WOOD DOORS AND METAL DOOR JAMBS MUST COMPLY WITH LOCAL BUILDING AND/OR FIRE CODES. C) u " J LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) DEDICATED QUAD OUTLETS CENTERED 48"AFF AND ONE (1) 10 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1)A.O. SMITH CYCLONE Mxi MODEL# BTH-150 OR EQUAL. o r 4 ALL PRE-SCHOOL AGE (TODDLER - 5 YEARS) DOORS LEADING FROM CLASSROOM TO TOILET ROOMS, SHALL BE 3'-0"X 3'-6"WITH QUAD OUTLET CENTERED 96"AFF IN THE SERVER CLOSET STORAGE CAPACITY OF 100 GALLONS AN INPUT RATING OF 150,000 BTU'S PER HOUR WITH RECOVERY RATING OF 173 N p U SOLID CORE WOOD, WELDED METAL DOOR FRAMES AND WELDED TOP CAP. CLEAR POLYURETHANE FINISH ON ALL WOOD K LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL DATA AND TELEPHONE CONDUIT, BOXES AND WIRING AS NOTED BELOW. GALLONS PER HOUR. WATER HEATER TO INCLUDE A TEMPERING VALVE THAT WILL PROVIDE HOT WATER AT A MAXIMUM v, w o 0 DOORS AND METAL DOOR JAMBS MUST COMPLY WITH LOCAL BUILDING AND/OR FIRE CODES. FULL HEIGHT DOORS ARE ROUGH-INS AS PER THE APPROVED PLANS TEMPERATURE OF 100° F FOR ALL CHILD AND STAFF TOILET ROOMS, INFANT ROOM FOOD PREP AREAS, DIAPER CHANGING U RECOMMENDED IN TOILET ROOMS FOR 4 YEAR OLDS & 5 YEARS OLDS WITH THE EXCEPTION OF NO STALLS. STATIONS AND STAFF LOUNGE SINKS,AND PROVIDE HOT WATER AT A MINIMUM TEMPERATURE OF 140° F FOR THE KITCHEN F- '2L LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL CEILING OR WALL MOUNTED EXIT SIGNS, EMERGENCY LIGHTS AND NIGHT - F - 5 ALL COT CLOSET DOORS SHALL BE (1) PAIR 2'-6"x7'-O"SOLID WOOD CORE DOORS AND WELDED METAL FRAMES. CLEAR LIGHTS, AS REQUIRED BY LOCAL BUILDING AND/OR FIRE CODES. THREE COMPARTMENT SINK AND DISHWASHER. w w POLYURETHANE FINISH ON ALL WOOD DOORS AND WELDING METAL DOOR JAMBS. B ACCESSORIES: a M LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL REQUIRED OUTLETS FOR THE KITCHEN FOOD PREP AREA EQUIPMENT TO Z Z Z 6 ALL STORAGE AND MECHANICAL CLOSET DOORS SHALL BE 3'-0"X T-O"WITH SOLID WOOD CORE DOORS AND WELDED METAL BE SUPPLIED BY TENANT AS FOLLOWS: 1 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL PAPER TOWEL HOLDERS, AND LIQUID SOAP DISPENSERS AT ALL w w w F FRAMES. CLEAR POLYURETHANE FINISH ON ALL WOOD DOORS &WELDED METAL DOOR JAMBS. HAND WASH SINKS THROUGHOUT THE LEASED PREMISES. MIRRORS ARE INSTALLED ABOVE ALL STAFF RESTROOM'S AND n- a- d � 1 HOT PLATE UNITS: TWO (2) 208 VOLT, 20 AMP RECEPTACLES. O O O Y 7 ALL SCHOOL AGE, STAFF TOILET, KITCHEN, STAFF LOUNGE DOORS SHALL BE T-0"X T-0" CLEAR FINISH WOOD DOORS, AS CHILD CLASSROOM'S HAND WASHING SINKS. MIRRORS ARE EXCLUDED FROM KITCHEN SINKS. VERIFY ADA COMPLIANCE. � SHOWN ON APPROVED PLANS, SOLID CORE WITH METAL FRAMES, DOORS AND DOOR JAMBS MUST COMPLY WITH LOCAL 2 CONVECTION OVEN: ONE (1) 208 VOLT, 3-PHASE 24AMP, 30 AMP RECEPTACLE. 2 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL 4'X3' MIRROR ABOVE ALL DIAPER CHANGING UNITS WHERE THE w O Z BUILDING AND/OR FIRE CODES. ?: 3 COMMERCIAL REFRIGERATOR IN ACCORDANCE WITH PRODUCT SPECIFICATIONS. BACK OF THE UNIT IS MOUNTED AGAINST A FULL HEIGHT WALL. 8 ALL OFFICE DOORS SHALL BE T-0"X T-0" FULL LIGHT WOOD/GLASS DOORS,AS SHOWN ON APPROVED PLANS, SOLID CORE WITH 4 COMMERCIAL FREEZER IN ACCORDANCE WITH PRODUCT SPECIFICATIONS. 3 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL SOAP DISPENSERS AND PAPER TOWEL HOLDERS AT ALL FOOD a METAL FRAMES AND TEMPERED SAFETY GLASS. CLEAR POLYURETHANE FINISH ON ALL WOOD DOORS AND METAL DOOR JAMBS PREP UNITS, DIAPER CHANGING UNITS AND ALL HAND WASH SINKS MUST COMPLY WITH LOCAL BUILDING AND/OR FIRE CODES. 5 WALL MOUNT MICROWAVE (2) IN ACCORDANCE WITH PRODUCT SPECIFICATIONS ONE INSTALLED IN KITCHEN ONE INSTALLED IN 4 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL TOILET PAPER HOLDERS IN ALL CHILD AND STAFF TOILET ROOMS 9 ALL INTERIOR DOORS MAY BE EITHER ROTARY CUT WHITE BIRTCH OR WHITE MAPLE. LOUNGE. AND GRAB-BARS, IF REQUIRED BY ADA. VERIFY ADA COMPLIANCE. C. FRAMES: 6 COMMERCIAL DISHWASHER 120/208 (3W)/60/1 10-B PLUMBING AND ACCESSORIES N LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL WIRING FOR MINIMUM TYPE I EXHAUST HOOD AND FIRE SUPPRESSION IN 1 EXTERIOR FRAMES SHALL BE WELDED METAL BUILT TO ACCEPT HAGER ROTON #780-224 THE KITCHEN PREP AREA OR AS REQUIRED BY LOCAL BUILDING AND FIRE CODE. C LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED PLUMBING FIXTURES AND VERIFY ADA COMPLIANCE AS FOLLOWS: 2 1 INTERIOR FRAMES SHALL BE WELDED METAL BUILT TO ACCEPT HAGER ROTON#780-113, FLAT JAMB HINGE SIDE OF DOOR ONLY O LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) DEDICATED DUPLEX OUTLETS ON THE EXTERIOR OF THE LEASED PREMISES, ONE (1) MOUNTED ON THE FRONT OF THE LEASED PREMISES AND ONE (1) MOUNTED ON THE REAR OF THE LEASED FIXTURE MFG MODEL/MODEL# D. EXTERIOR DOOR HARDWARE: PREMISES. AMERICAN P LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) DUPLEX RECEPTACLES AT EACH INFANT ROOM FOOD PREP UNIT, CHILD TOILET( C ): STANDARD BABY DEVORO FLOWISE-#2282.001 1 ALL DOOR HARDWARE MUST COMPLY WITH THE ADA. ONE MOUNTED AT COUNTER HEIGHT A SECOND AS SHOWN ON PLAN FOR REFRIGERATOR. AMERICAN 2 SEE DETAIL SHEET D4 FOR HARDWARE DETAIL. ALL PANIC HARDWARE MUST HAVE DOGGING ABILITY. Q LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL SUFFICIENT NUMBERS AND TYPES OF ELECTRICAL CIRCUITS FOR THE CHILD SEAT ( C ): STANDARD SEAT-#5001G.055 3 ALL DOORS AND FRAMES, EXCEPT ALUMINUM STORE FRONT AS DESCRIBED ABOVE SHALL BE MANUFACTURED TO OUTDOOR BUILDING AND MONUMENT SIGNAGE, TO INCLUDE AN ELECTRONIC TIME CLOCK AT THE PANEL BOARD SERVING THE AMERICAN ACCOMMODATE HAGER ROTON#780-224 CONTINUOUS GEARED HINGES (OR EQUAL). OUTDOOR SIGN THAT WILL AUTOMATICALLY TURN THE SIGN'S LIGHTS ON AND OFF AT PREDETERMINED HOURS. PROVIDE AND CHILD FLUSH VALVE ( C ): STANDARD FLUSH VALVE46047.121 INSTALL PIG TAIL CONNECTION ON EXTERIOR FOR WALL SIGN FOR CONNECTION BY OTHERS. AMERICAN 4 ALL DOORS, EXCEPT ALUMINUM STORE FRONT AS DESCRIBED ABOVE SHALL INCLUDE, CLOSER, PANIC RELEASE HARDWARE, R LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL A DOOR BELL BUTTON IN VESTIBULE WITH CHIME IN LOBBY AREA WHICH CHILD TOILET( CA): STANDARD MADERA FLOWISE 15"#2858.128 EXTERIOR PULL HARDWARE, SWEEP, WEATHERSTRIP AND THRESHOLD CAN BE HEARD IN THE LOBBY AREA AND OFFICE(S). a. ALL EXIT DOOR PANIC DEVICES ARE REQUIRED TO BE FIELD CUT AS TO NOT IMPEDE THE FINGER GUARD OPERATION. FINGERAMERICAN IT DOOR PANIC DEVICE BARS. S LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL A DUPLEX OUTLET IN THE LAST CUBBIE FURTHEST FROM THE ENTRANCE CHILD TOILET SEAT (CA): STANDARD SEAT-#5901.100 GUARDS ARE NOT TO BE CUT TO FIT EX 5 PROVIDE AND INSTALL HAGER ROTON IT DOOR CONTINUOUS GEARED HINGES (OR EQUAL) ON ALL EXTERIOR DOORS. DOOR AT 66"AFF AND 7" IN FROM THE SIDE OF THE CUBBY IN ALL TODDLER THROUGH SCHOOL AGE CLASSROOMS. AMERICAN , ADDITIONALLY, LANDLORD/CONTRACTOR SHALL PROVIDE ONE DUPLEX OUTLET IN CABINET OVER FOOD PREP SINK IN INFANT CHILD FLUSH VALVE ( CA): STANDARD FLUSH VALVE46047.121 6 PROVIDE AND INSTALL FINGER GUARDIAN FRONT FINGER PROTECTION BY FINGERGUARDUSA.COM (OR EQUAL) ON EXTERIOR ROOM. CHILD LAVATORY: KOHLER KINGSTON /K-2005 DOORS. T LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1) CAN LIGHT FIXTURE WITH FLOOD LIGHT IN BULKHEAD ABOVE E. INTERIOR DOOR HARDWARE: COMMUNITY CABINET OVER THE (LIFE ESSENTIALS) LOGO. CHILD LAVATORY IN CLASSROOM STEVENS SEE MILLWORK PLAN CHILD FAUCET: KOHLER K-15182 1 ALL DOOR HARDWARE MUST COMPLY WITH THE ADA. AMERICAN U IN -1 ERIORS 2 SEE DETAIL SHEET D3 FOR HARDWARE DETAILS ADULT TOILET: STANDARD MADERA FLOWISE 16.5"-#2857.128 3 ALL CLASSROOM ENTRY AND CHILD TOILETROOM DOORS SHALL BE NON-LOCKING HANDICAPPED ACCESSIBLE. 8 LIGHTING AMERICANADULT TOILET SEAT: STANDARD SEAT-#5901.100 895 sw 72ND AVE SUITE zoo A. LIGHT FIXTURES WILL BE PROCURED THROUGH A NATIONAL LIGHTING PROGRAM WITH VILLA LIGHTING. KIDDIE ACADEMY PORTLAND. OREGON 9 7 2 2 4 4 PROVIDE AND INSTALL HAGER ROTON#780-113 CONTINUOUS GEARED HINGES (OR EQUAL) ON ALL INTERIOR DOORS. CORPORATE HAS NEDGOTIATED DISCOUNTED, BULK PRICING FOR THE BENEFIT OF ITS INDEPENDENTLY OWNED AND OPERATED AMERICAN T E L 5 0 3 2 2 6 1 2 8 5 5 LANDLORD/CONTRACTOR SHALL SUPPLY AND INSTALL ON INTERIOR VESTIBULE DOOR ELECTRIC STRIKE MODEL. ACADEMIES NATIONWIDE. PRODUCT WILL BE STOCKED AT VILLA LIGHTING'S DISTRIBUTION CENTER IN ST. LOUIS, MO,AND CAN ADULT FLUSH VALVE STANDARD FLUSH VALVE46047.121 F A x : 5 0 3 . 2 2 s . 1 s 7 0 SHIP WITHIN 48 HOURS OF RELEASE. PLEASE ALLOW A MAXIMUM OF 4-5 DAYS OF TRAVEL AFTER RELEASE. CONTACT RYAN CORBITT AT 314-633-0516 OR RYAN.CORBITT@VILLALIGHTING.COM. ADULT LAVATORY: KOHLER KINGSTON/K-2005 www . c 1 D A 1 N c . c o N 6 LANDLORD/CONTRACTOR SHALL SUPPLY AND INSTALL IVES WS407WC (OR EQUAL) WALL STOPS AT ALL DOORS. ADULT FAUCET: KOHLER K-15182 B. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL IN THE SUSPENDED CEILING 2'X 4' (3) LAMP LED DIRECT LIGHTING 7 1 PROVIDE AND INSTALL SCHLAGE 8"x34" STAIN STAINLESS STEEL KICK PLATES TO ALL INTERIOR , CORRIDOR EXIT AND FIXTURES, PROVIDING AT LEAST FIFTY (50) FOOT CANDLE LIGHTING CAPACITY. CONVENIENTLY SWITCHED PER ROOM. FINAL SOAP DISPENSER BOBRICK B-40 CLASSROOM EXIT DOORS. LAYOUT SHALL BE PER THE APPROVED PLANS. F. GLAZING/WINDOWS: C. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL LED EXTERIOR POLE LIGHTS. ADULT/CHILD DRINKING FOUNTAIN: HALSEY TAYLOR HAC8FSBLR-Q-ADA LRAD 2521 with 4" Deep Bowl/Comes with 1 ALL GLAZING SHALL BE TEMPERED SAFETY GLASS AND CONFORM TO LOCAL BUILDING CODES AND STATE AND LOCAL CHILD D. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL WALL PACK LIGHTS. ONE (1) PER PLAY AREA, FOUR (4)AT FRONT AND ONE DIAPER CHANGING SINK: ELKAY Millwork Purchased Through Stevens CARE REGULATIONS. (1)AT EACH OF THE 2 SIDE DOOR EXITS. 2 IF EXTERIOR WINDOWS CAN BE OPENED, SCREENS MUST BE PROVIDED. OPERABLE WINDOWS ARE NOT PERMITTED ON SECOND DIAPER CHANGING FAUCET AND HANDLES: ZURN ZURN Z871C4-XL FLOOR E. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL COLORED ROPE LIGHT IN CEILING TRAY. (RGB IN-WALL TOUCH LRAD 2521 with 4" Deep Bowl/Comes with CONTROLLER, COLOR WHEEL BLACK). WALL TOUCH CONTROLLER TO BE INSTALL IN DIRECTOR'S OFFICE. 3 ALL EXTERIOR WINDOW SILLS SHALL BE 24"AFF TYPICAL OR AS REQUIRED BY CODE. F. I ALL LIGHTING TO MEET CODE. INFANT ROOM FOOD PREP SINK: ELKAY Millwork Purchased Through Stevens Q 4 IF SMOKE OR FIRE RATED WALLS ARE REQUIRED DUE TO LOCAL BUILDING AND/OR FIRE CODES, A MINIMUM OF ONE (1)4'X 3' INFANT ROOM FOOD PREP FAUCET AND HANDLES: ZURN ZURN Z871C4-XL FIXED, TEMPERED FIRE SAFETY GLASS WINDOW SHALL BE INSTALLED IN EACH CLASSROOM FACING THE CORRIDOR OR AS STAFF LOUNGE SINK: LRAD 2521 with 4" Deep Bowl/Comes with LOCAL BUILDING AND/OR FIRE CODES REQUIRE, WHICHEVER REQUIREMENTS PROVIDES A GREATER AMOUNT OF VIEWING ELKAY Millwork Purchased Through Stevens � THROUGH THE WINDOWS. Q 5 ALL EXTERIOR WINDOWS ON THE 1ST FLOOR SHALL BE FIXED WINDOWS. 9 TELEPHONE/DATA A TELEPHONE: STAFF LOUNGE FAUCET AND HANDLES: ZURN ZURN Z871C4-XL � JANITOR SINK: SWANSTONE MS-24-24-3 L1J 1 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL ONE TELEPHONE CONDUIT TO FINISH 6"ABOVE THE ACOUSTICAL cr� LL CEILING, WITH PULL STRING IN EACH CLASSROOM AND KITCHEN FOOD PREP AREA, A MINIMUM OF TWO (2) TELEPHONE JANITOR TRAP: KOHLER K 6673N 6 CEILING CONDUITS WITH PULL STRINGS SHALL BE INSTALLED IN EACH OFFICE, AS SPECIFIED IN THE KIDDIE ACADEMY CONCEPT L LLJ C-4 N A. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL THROUGHOUT THE LEASED PREMISES, EXCEPT KITCHEN FOOD PREP AREA, PLANS. JANITOR FAUCET CHICAGO 897-RCF OR EQUAL O z JANITORIAL CLOSET,AND TOILET/RESTROOM AREAS A SUSPENDED GRID CEILING SYSTEM WITH 2'X 4'X 5/8"CORTEGA#747 WITH 2 TENANT SHALL PROVIDE AND TERMINATE ALL APPLICABLE INTERIOR TELEPHONE SYSTEM HARDWARE, WIRING, JACKS, ETC, EXTERIOR DRINKING FOUNTAIN: HALSEY TAYLOR HRFEBP FR V O 15/16" STEEL GRID @ 10'AFF 3 LANDLORD/CONTRACTOR SHALL ALSO PROVIDE AND INSTALL AND TERMINATE A SEPARATE TELEPHONE LINE FOR THE FIRE EXTERIOR HOSE BIB: ::) O B. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL THROUGHOUT THE KITCHEN FOOD PREP, JANITORIAL, AND TOILET RESTROOM ALARM MONITORING SYSTEM PER LOCAL BUILDING AND FIRE CODES. MONTHLY FEES FOR SUCH SYSTEM SHALL BE AT W AREAS, WITH 2'X 4'X 5/8" USG#3270 WASHABLE CEILING TILES WITH ALUMINUM 15/16" GRID @ 10'AFFD LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING KITCHEN FOOD PREP AREA EQUIPMENT: F- m TENANT'S EXPENSE. LANDLORD/CONTRACTOR MAY COORDINATE WITH TENANT VENDOR. v C. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL CEILING TRAY IN LOBBY. SEE DETAIL FOR INFO. 4 LANDLORD/CONTRACTOR SHALL PROVIDE TELEPHONE SERVICE FROM THE STREET TO THE LEASED PREMISES IN TENANT DESCRIPTION MFG MODEL# O Lu 0 APPROVED LOCATION. SERVICE SHALL INCLUDE FIOS OR DSL HIGH SPEED INTERNET ACCESS. WHEN FIOS OR DSL HIGH ONE COMPARTMENT SINK(18"X 18"X 39") ADVANCE FC-1-1818-18R or L U ( ' Q D. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL GYPSUM BOARD CEILING IN VESTIBULE. SPEED INTERNET ACCESS IS NOT AVAILABLE, LANDLORD/CONTRACTOR SHALL PROVIDE CABLE HIGH SPEED INTERNET TABCO 3 V CJ SERVICE. SERVICE TO BE BROUGHT TO THE SERVER CLOSET OR AS OTHERWISE DIRECTED BY TENANT. FAUCET-8"CENTER AND 10" SPOUT(FOR ONE FRANKLIN 107-1016 w Q B DATA: COMPARTMENT SINK) MACHINE z W 1 OWNER SHALL PROVIDE AND INSTALL A MAXIMUM OF THREE WIRELESS ACCESS POINTS ("WAP") PoE SYSTEM. THREE COMPARTMENT SINK(18"X 18"X 90") ADVANCE FC-3-1818-18RL V) 2 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL WIRING, DATA CABLE, AND ALL PARTS FOR ELECTRIC DOOR LOCK TABCO Q Lr) 3 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1) DATA LINE CENTERED 96"AFF IN SERVER CLOSET. FAUCET-8"CENTER AND 14" SPOUT(FOR THREE FRANKLIN 107-1018 Q 11�r COMPARTMENT SINK) MACHINE _ �p HAND SINK EAGLE GROUP HSA-10-F E LANDLORD/CONTRACTOR SHALL INSTALL PLUMBING FIXTURES AT THE FOLLOWING HEIGHTS: AGE GROUP HEIGHT TODDLER (13-35 MONTHS) COUNTER TOP: 24"AFF PRESCHOOL (36- 59 MONTHS) COUNTER TOP: 26"AFF 0 R SCHOOL AGE (60- UP MONTHS) COUNTER TOP: 30"AFF JUVENILE DRINKING FOUNTAINS: 24"AFF ADULT DRINKING FOUNTAINS:* ADA COMPLIANT F LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL BOBRICK OR EQUAL PHENOLIC TOILET PARTITIONS AND PARTITION DOORS AS FOLLOWS: AGE DOORS HEIGHT TWO YEARS OF AGE AND YOUNGER NO* N/A N2 THREE YEARS OF AGE AND OLDER YES 48"AFF G SCHOOL AGE ROOM BOYS AND GIRLS SEPARATE TOILET FACILITIES ' PARTITIONS DOORS SHALL BE INSTALLED, IF THE TOILETS JOB NO. 190142.01 ARE VISIBLE FROM THE CORRIDOR OF THE CENTER. C ©2019 CIDA P.CJCIDA ALL RIGHTS RESERVED __ lJ 11 HEATING VENTILATION AND AIR CONDITIONING ("HVAC"1 14 EXTERIOR/FENCING AND OUTDOOR PLAY AREA 16 FINAL CLEANING A LANDLORD/CONTRACTOR SHALL PROVIDE, INSTALL AND DISTRIBUTE AIR CONDITIONING/HEATING THROUGHOUT THE LEASED A EXTERIOR: A. LANDLORD/CONTRACTOR SHALL PROVIDE PROFESSIONAL CLEANERS TO FINAL CLEAN THE LEASED PREMISES UPON PREMISES. 1 LANDLORD/CONTRACTOR SHALL PREPARE PLAYGROUND TO MEET AMERICAN SOCIETY FOR TESTING AND COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL TENANT CONTRACTOR WALK THROUGH. 'B AIR CONDITIONING UNITS MUST MAINTAIN A SUMMER TEMPERATURE NO HIGHER THAN 72° F. MATERIALS (ASTM) F-1292-04 AND CONSUMER PRODUCT SAFETY COMMISSION (CPSC) B. AT COMPLETION OF CONSTRUCTION AND JUST PRIOR TO ACCEPTANCE OF OCCUPANCY, LANDLORD/CONTRACTOR, TENANT AND eon C HEATING UNITS MUST MAINTAIN A TEMPERATURE OF AT LEAST 72° F DURING THE WINTER. FRANCHISOR SHALL CONDUCT A FINAL INSPECTION. 2 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL LANDSCAPING AS REQUIRED � 12 D THE HVAC SYSTEM SHALL HEAT AND COOL UNIFORMLY THROUGHOUT THE LEASED PREMISES. 3 LANDLORD/CONTRACTOR SHALL PROVIDE SOD IN ALL FENCED IN PLAY GROUND AREAS OTHER THAN FALL C LANDLORD/CONTRACTOR SHALL REMOVE GREASE, DUST, DIRT, STAINS, LABELS, FINGERPRINTS AND OTHER FOREIGN MATERIALS TAT Lum E LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL ALL DUCT WORK AND POSITIVE RETURNS, AND SHALL SUPPLY ZONES AND HARD SURFACING AREAS. FROM INTERIOR AND EXTERIOR SURFACES, AND POLISH TRANSPARENT AND GLOSSY SURFACES. DIFFUSERS THROUGHOUT THE LEASED PREMISES. 4 LANDLORD/CONTRACTOR SHALL PROVIDE TRAFFIC RATED BOLLARDS, SPACED, @ 5' O.C. AS SHOWN ON D {f� � F ALL DUCTS SHALL BE METAL WITH 1" INTERIOR DUCT INSULATION OR EXTERIOR WRAPPING AND FLEXDUCT EXTENDING TO THE KIDDIE ACADEMY CONCEPT PLAN (UNLESS OTHERWISE SPECIFIED BY LOCAL REGULATIONS OR LANDLORD/CONTRACTOR SHALL REPAIR, PATCH AND TOUCH-UP MARRED SURFACES TO MATCH ADJACENT FINISHES. f1 REGISTERS, WITH A 6' MAXIMUM OR AS REQUIRED. CODES)AROUND THE PLAYGROUND PERIMETER WHERE THE PLAYGROUND AREA IS ADJACENT TO A E. LANDLORD/CONTRACTOR SHALL REPLACE AIR-CONDITIONING FILTERS IF UNITS WERE OPERATED DURING ANY PHASE OF PARKING LOT, DRIVE AISLE, OR STREET. SUPPLY AND INSTALL BLACK BOLLARD COVERS BY OF G LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL AT LEAST ONE (1)THERMOSTAT PER HVAC UNIT WITH REMOTE INNOPLAST.COM (OR EQUAL). CONSTRUCTION. SENSORS IN EACH CLASSROOM AND CORRIDOR WHERE UNIT SUPPLIES HEATING AND COOLING. ALL THERMOSTATS SHALL BE F. LANDLORD/CONTRACTOR SHALL REMOVE DEBRIS FROM GUTTERS, ROOF AND DOWNSPOUTS. PLACED IN OWNERS OFFICE OR AS SHOWN ON APPROVED PLANS. 5 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL SEAL AND STRIP PAVING UPON COMPLETION OF H ALL COMPRESSORS INCLUDE MANUFACTURER'S WARRANTY. CONSTRUCTION IF PAVING IS NOT NEW G. LANDLORD/CONTRACTOR SHALL WAX FLOORS IN ACCORDANCE WITH SECTION 3.0 ABOVE. 6 LANDLORD/CONTRACTOR SHALL INSTALL CURB STOPS TO ALL PARKING SPACES THAT ARE LOCATED H. LANDLORD/CONTRACTOR SHALL CLEAN FIXTURES TO A SANITARY CONDITION. I THE DESIGN CRITERIA SHALL INCLUDE GLASS AREA EXPOSURE, KITCHEN FOOD PREP AREA LOAD, EQUIPMENT LOAD,AND DIRECTLY ADJACENT TO FRONT OF PREMISE OCCUPANT LOAD. I'7 LANDLORD/CONTRACTOR SHALL INSTALL UNDERGROUND DRAINAGE FOR ALL DOWNSPOUTS PIPED TO LANDLORD/CONTRACTOR SHALL CLEAN ALL CARPETS AND CHEMICALLY TREAT THEM FOR PROTECTION FROM STAINING. J IN FULLY ENCLOSED CLASSROOMS DESIGN CRITERIA MUST INCLUDE THERMOSTAT SEPARATE FROM OTHER ROOMS THE STORM WATER MANAGEMENT SYSTEM. PIPING SHALL BE SIZED APPROPRIATELY TO MANAGE WATER N K PROVIDE VENTILATION IN SERVER CLOSET FLOW. J. UPON COMPLETION OF ITEMS NOTED ON WALK THROUGH IN 16. B ABOVE, LANDLORD/CONTRACTOR SHALL TOUCH UP CLEAN L LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL MECHANICAL VENTILATION IN EACH CHILD AND STAFF TOILET ROOM. B FENCING: BUILDING. o O M LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL MINIMUM TYPE I EXHAUST HOOD AND FIRE SUPPRESSION IN THE 1 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL PLAY AREA FENCING AS FOLLOWS: N Z KITCHEN PREP AREA OR AS REQUIRED BY LOCAL BUILDING AND FIRE CODE. a PROVIDE AND INSTALL FENCING BY ALUMI-GUARD OR EQUAL. NOTE: SUBSTITUTION OF MATERIALS, SERVICES, FINISHES, WARRANTIES, MANUFACTURERS OR SPECIFICATIONS, INCLUDING ANY u o N LANDLORD/CONTRACTOR SHALL DESIGN ROOF TOP UNITS USING 275 SQUARE FEET OF TONAGE PER SQUARE FOOT I PROVIDE ALUMINUM FENCING AND GATES FOR SITE PERIMETER, AREAS REQUIRING SEPARATION AND OR EQUAL ITEMS, WILL NOT BE PERMITTED WITHOUT THE PRIOR WRITTEN CONSENT OF TENANT AND FRANCHISOR. o V o ALONG EXTERIOR OF LEASED PREMISES AS SHOWN ON APPROVED PLANS. KIDDIE ACADEMY DOMESTIC FRANCHISING, LLC - DESIGN AND DEVELOPMENT SPECIFICATIONS � O MINI-SPLIT SYSTEM HVAC NOT PERMITTED P PROVIDE AND INSTALL CEILING MOUNTED HEATER IN VESTIBULE II FENCING SHALL BE 5' HEIGHT ALONG PLAYGROUND PERIMETER, 4' HEIGHT BETWEEN PLAY AREAS AND 4' tTj HEIGHT ALONG BUILDING PERIMETER UNLESS OTHERWISE INDICATED. t III THE BOTTOM OF ALL FENCING AND GATES SHALL BE 2"ABOVE FINISH GRADE, SPACING OF ALL VERTICAL w w w F `- PICKETS PICKETS SHALL BE 3" ORAS PER CHILD CARE LICENSING REGULATIONS. a a a w 12 FIRE PROTECTION b MATERIAL O O O A. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL A SPRINKLER SYSTEM AS REQUIRED BY CODE. I EXTRUDED ALUMINUM 6063-T6 ALLOY. STYLE- ASCOT p p p 3 0 B. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL A SMOKE DETECTION AND FIRE ALARM AS REQUIRED BY CODE. a F F F J 11 COMPONENT FINISH: ARMOR GUARD TGIC POLYESTER POWDER COATING- BEIGE OR BLACK COLOR. 0 C. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL FIRE ALARMS, PANELS, DETECTORS, AND FIRE EXTINGUISHERS AND c ACCESSORIES SHALL INCLUDE RELATED EQUIPMENT AS REQUIRED BY CODE. D. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS IN RECESSED CABINETS PER LOCAL BUILDING I END, CORNER, AND PULL POSTS AND FIRE CODE AS REQUIRED BY CODE. II LINE POSTS E. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL STI STOPPER II FIRE PULL STATIONS COVERS AT ALL PULL STATIONS AS III GATE POSTS REQUIRED BY CODE. IV TOP RAIL, AND F. LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL CARBON MONOXIDE DETECTORS AS REQUIRED BY CODE. V BOTTOM RAIL d LANDLORD/CONTRACTOR SHALL PROVIDE GATES AS FOLLOWS: 13 CABINETS AND CASEWORK I THREE (3) PEDESTRIAN GATES LOCATED IN 5'TALL PERIMETER FENCE A. LANDLORD/CONTRACTOR SHALL FABRICATE AND INSTALL THE FOLLOWING CABINETRY AND RELATED COUNTERTOPS II FOUR(4) PEDESTRIAN GATES LOCATED IN FENCING THAT SEPARATES EACH PLAY AREA AND WALK ALONG WITH 3" BULLNOSE CORNERS AT ALL EXPOSED OUTSIDE CORNER EDGES PER THE APPROVED PLANS, ALL EXPOSED BUILDING CABINET SURFACES (I.E.ALL SURFACES NOT CONCEALED BY A DOOR) FORMICA 86992-58 HARD ROCK MAPLE. DIAPER III FOUR(4) PEDESTRIAN GATES LOCATED IN FENCING THAT PARALLELS BUILDING. STATION TOPS AND FOOD PREP TOPS TO BE FORMICA 7265 SAND STONE. LOBBY CABINET COUNTER TOP TO BE FORMICA e GATE ACCESSORIES TO BE INCLUDED: 515-58 GRAPHITE GRAFIX BY STEVENS INDUSTRIES, INC. (JASON WOOMER (217) 857-7119)&JANICE MILLER(857) 217-7151) AS NOTED ON THE MILLWORK PLAN SEE MILLWORK PLANS FOR ADDITIONAL INFORMATION. I ALARMED PANIC HARDWARE. MUST HAVE DOGGING ABILITY. , B. CABINET INTERIORS CONCEALED BY A DOOR MAY BE WHITE MELAMINE: II MOUNTING PLATE FOR THE PANIC HARDWARE 24" HIGH, FULL GATE WIDTH AND EXTENDS 24" BEYOND THE 1 INFANT STORAGE BINS, (1 BIN PER CHILD). GATE ON THE ADJOINING FENCE SECTIONS , 2 CHILDREN'S CUBBIES (1 CUBBY PER CHILD). C LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL PLAYGROUND SURFACE AS FOLLOWS: 3 CABINET ABOVE CHILDREN'S CUBBIES. 1 SOFT TOP SURFACE BENEATH THE FALL ZONE AREAS AROUND PLAY EQUIPMENT.SURFACING PER ASTM F-1292-04 AND CPSC. ARO _E'Clu�El 4 CHILD LAVATORY UNITS (INCLUDING WALL CABINETS). PROVIDE AND INSTALL X-GRASS SYNTHETIC TURF SUPER LAWN EXTREME OVER 5/8"-3/4"AGGREGATE 5 DIAPER CHANGING UNITS WITH SHELF INSIDE BASE CABINET WITH TOT MATE CHANGING TABLE OR APPROVED EQUAL. a COMPACTED PER MANUFACTURERS RECOMMENDATION BASED UPON MAXIMUM FALL HEIGHT OF 6'AT THREE AREAS PER CONCEPT SITE PLAN. 6 INFANT ROOM AND TODDLERS (WHEN APPLICABLE) FOOD PREP UNITS WITH SHELF INSIDE BASE CABINET. I INSTALL TWO (2) PERFORATED DRAIN TILES IN THE CENTER OF THE FIGURE 8 RIDING TRACK AND FOR ALL u I N R 1 0 R Sl 7 LOUNGE UNIT. PLAYGROUND EQUIPMENT WITH TURF FOR DRAINAGE. 8 ISOLATION AREA CABINET. b CONTRACTOR MAY PROPOSE EQUAL ALTERNATE USING POUR IN PLACE (PIP)AS FOLLOWS 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 9 SUPPLY AND INSTALL LOCKS ON ALL CABINET DOORS. ALL CABINET DOORS THROUGHOUT THE FACILITY SHALL BE KEYED I PIP RUBBER SURFACING AS NOTED ON THE APPROVED PLANS WITH TAPERED OR FLUSH EDGES, COLD TEL : 5 0 3 . 2 2 6 . 285 ALIKE. JOINTS, AND BOARDER BOARD AT GRADE. F A X 5 0 3 2 2 6 1 6 7 0 10 LOBBY CABINET, MATERIAL SHALL BE L01 CERISE TOKAJ ALDER WITH GRAPHTE GRAPHIX COUNTER TOP II PIP SURFACING SHALL BE A MINIMUM OF 2-1/2"- 3-1/2"THICK,ALLOWING FOR A CRITICAL HEIGHT FOR W W W c i D A I N c . c o n C. LANDLORD/CONTRACTOR SHALL FABRICATE AND INSTALL TWO (2)ADJUSTABLE SHELVES IN ALL COT CLOSETS. SHELVING EQUIPMENT EQUAL TO 4'-6' FALL HEIGHT DEPENDING UPON EQUIPMENT SHALL BE FABRICATED FROM 1"X 12" MELAMINE CLOSET SHELVING SPANS EXCEEDING 3' MUST INCLUDE SUPPORTS AT III COLOR SHALL BE A 50/50 BLACK/GREEN MIX. THE MIDPOINT. LOWEST SHELF HEIGHT INSTALLED 48"AFF. SHELVING SHALL BE INSTALLED AT 48"AND 60"ABOVE FINISHED FLOOR. IV NOTE: WOOD CHIPS ARE NOT APPROVED FOR USE IN FALL ZONES BY FRANCHISOR. D. LANDLORD/CONTRACTOR SHALL FABRICATE AND INSTALL FIVE (5)ADJUSTABLE SHELVES IN STORAGE CLOSET. D HARD TOP SURFACE: E. LANDLORD/CONTRACTOR SHALL FABRICATE AND INSTALL TWO (2)ADJUSTABLE SHELVES IN CAR SEAT CLOSET. 1 LANDLORD/CONTRACTOR SHALL INSTALL AN ACCESSIBLE PATH TO REACH ALL FALL ZONES. a INSTALL A MINIMUM OF 4" OF CONCRETE WITH A 4" CR6 BASE IN FIGURE 8 SHAPE PER PLAY PLAN b INSTALL CONCRETE SLAB WITH BASE PER DESIGN NOTED IN @ ABOVE c INSTALL SIDEWALK WITHIN PLAYGROUND AREA Q 15 ACCESS CONTROL A. REFER TO DOOR HARDWARE SPECIFICATIONS ry- 1 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL AN AUDIBLE ALARM THAT WILL SOUND LOCALLY UPON OPENING cl_� OF ANY EXTERIOR DOOR. LLJ 2 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL A LOW VOLTAGE ELECTRONIC DOOR STRIKE SYSTEM ON THE I MAIN ENTRANCE DOOR TO THE LOBBY AREA THAT CAN BE CONTROLLED BY A DOOR RELAY CONTROLLER AS NOTED O I LL J N BELOW. O `_ z 3 LANDLORD/CONTRACTOR SHALL PROVIDE& INSTALL A MINIMUM 10"X10"ACCESS PANEL IN DIRECTOR'S OFFICE WITH 120V U T O � POWER ADJACENT TO THE VESTIBULE TO RECEIVE ALL WIRING, CONNECTIONS, AND DOOR RELAY CONTROLLER FOR O CONTROL OF THE ELECTRONIC LATCH. WO 4 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL A DOOR RELAY CONTROLLER THAT CAN RECEIVE COMMANDS m OVER AN RS-232C CONNECTION (I.E., WEEDERTECH SL RELAY-MODEL WTSSR-M -WWW.WEEDTECH.COM). z 0 � U 5 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL A DOOR RELAY CONTROLLER DC POWER SUPPLY WITH Q SPECIFICATIONS AS PER THE DOOR CONTROLLER MANUFACTURER'S PARAMETERS. > V IZ 6 LANDLORD/CONTRACTOR SHALL CONNECT THE LOW VOLTAGE ELECTRONIC DOOR LATCH CONTROL WIRES TO THE DOOR w Q RELAY CONTROLLER. Z 7 LANDLORD/CONTRACTOR SHALL PROVIDE AND INSTALL AN RS-232C CABLE FROM THE VESTIBULE COMPUTER AREA TO W 3: THE ACCESS PANEL MENTIONED ABOVE, AND CONNECT IT TO THE DOOR RELAY CONTROLLER. SUFFICIENT CABLE Q LENGTH SHALL BE PROVIDED SUCH THAT IT CAN BE CONNECTED TO THE TENANT SUPPLIED VESTIBULE COMPUTER. Ln NOTE: A'USB TO RS232'ADAPTER SHALL BE REQUIRED. 8 REFER TO DETAIL SHEET IN KIDDIE ACADEMY CONCEPT PACKAGE FOR DOOR CONTROLLER CONFIGURATION DIAGRAM �10 FOR CONFIGURATION DETAILS. B. LANDLORD/CONTRACTOR SHALL VERIFY ELECTRICAL REQUIREMENTS FOR ALL SECURITY MATERIALS, ETC. C. ANY BURGLAR ALARM OR SECURITY SYSTEM SHALL BE THE TENANTS SOLE RESPONSIBILITY. 0 N Nyy C] Z l7 NN ry m g E 0 GN3 )OB NO. 190142.01 02019 CIDA.P.CCICIDA ALL RIGHTS RESERVED 0 i , GENERAL NOTES 14 b I • CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS _M212 M I SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF CONSTRUCTION. TARA w° WO NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. Q' -- --- - --- --- ---_ --- - -- -- - --- ---- - -- - --- - - --- -' --- ------------ _---- - • TYPICAL CURB RADIUS= 3' UNLESS NOTED OTHERWISE r -- ---- ---- --- --- --- ---- ---- --- ---- --- - --- --- - -- - --- - - -- ------- ----- ----------- - -- ---- • PRIOR TO SITE CLEARING,GRADING OR CONSTRUCTION IN THE VEGETATED CORRIDOR WATER QUALITY AND SENSITIVE AREAS SHALL BE SURVEYED, OF 177 3 4.0' I STAKED AND TEMPORARILY FENCED. VEGETATED CORRIDOR SHALL REMAIN rSW FANNO CREEK PLACE (VACATED) FENCED AND UNDISTURBED DURING CONSTRUCTION. I 20.4' 36.0' 8.0' 45.0' 8.0' 35.0' 112.3' 220' 32.3' 10.3' I ' 4 % r✓ I m 29 i 1 ` [ , // ' 7 „ 7 ,6 6 0 , B 22 , ,4 PROJECT INFO `i a-r --_- -- _-- _- __ --e-[--r--.-._-r-a_-a -.�-a-_• N N 6 ` ----- -- -- ---- -------- - -'z - ----- --` ---- ----- ------ ------ --- - ----- -- - -- ----- --- ------------------- ----------- -- -_`_ ------------------- ----------- - -- --- - - - -- BUILDING AREA: Q861.4 SF o 0 1 --- , m .Nd ____ ♦ " �� _________ M 1 ' I _ ____ _ --------------------------- ________ _______ _ ________________________ _______ ' -- TM g SITE AREALu o \ 15 ^ 19 27 ;` ------ __-- IMPERVIOUS SURFACE: 37,306 SF 69% N Z N / LANDSCAPE AREA 14,782 SF 28% wo 15 { 4 2 5 21 I I PERVIOUS TURF: 1,644 SF o � V �� N \ - ♦ j s I ; D e- a >. - 27 �, N 13 ; I TOTAL SITE AREA: 53.732 SF(I.2 ACRES) _ It N t 27.08.0' 88.0' 8.0' 36.0' 29.0' I \ ; , 1• , •, n PARKING PROVIDED: (if of � � F \ 4 - L.-J , 38 * 4 > 9A' 12 I ° SO.p' I TYPE SIZE # PROVIDED Z Z Z " 6 2 ; + ' + . ° -♦I 3 /1 80. 5.5 i STANDARD 9 X I8 32 STALLS O O O Y \ 29 ` + 'y + + M. w ��JO 23 p I w H/C ACCESSIBLE 9'X 18' 2 STALLS w w w O - 2 2 ; w ' TOTAL PROVIDED PARKING: 34 STALLS p p p p '. > �� ; • ° 6. I I 3 9 e e 4 ; Z I k' w w w w J _ } BICYCLE PARKING PROVIDED. 18 STALLS - ^ ^ ^ m .. , 20' > .: .6 • .. 24.1' ! o w LEGEND 28 2.5 ` 1 v 3 PROPOSED BUILDING LIGHT POLE � o , 5 S o I 10,861.4 SIF I O DOWNSPOUT . 1 1 2 66 ACCESSIBLE PARKING STALL PAINT STRIPED ACCESSIBLE AISLE AND NO PARKING AREA -I PERMEABLE PLAY AREA(PERVIOUS TURF) 9 8 I > ° ; 4 PERMEABLE PLAY AREA(SOD) ' 28 . I ) 35. ' I LANDSCAPE (PRIVATE) KEYNOTES 18 i 1 . ' 169.0' 5.4] 29.2'11271 OI TRASH ENCLOSURE--SEE DETAIL 1,43/A0.2 1 i 1 1 i 1 i i 330.6' ' I I O T-0"HIGH ORNAMENTAL SECURITY FENCE t 5895 SW 72D AVE SUE 200 2a 4'-0"BLACK VINYL COATED CHA NLINK FENCE 'PORTLAND, OREGON 1 9 7 2 2 4 _ f T E L 5 0 3 2 2 6 1 2 B 5 F A X 5 0 3 2 2 6 1 6 7 0 1 1' ;1 11 Jt It ;11 I I1 i � O BIKE RACKS--SEE DETAIL 5lA0.2 www . c I D A I N c . c o N I 17 O (E) ELECTRICAL VAULT i i I I 16 I O 11, ,1 '; 5 (E) CHAIN LINK FENCE --------' � ' ---------------------------------------------------------------------------- , (�CHAIN LINK FENCE-TO 8E REMOVED 1 ; T / (E)TREES-TO BE REMOVED p J I i 8 (E) CURB-TO BE REMOVED THE CIRCUIT BOULDERING • ' •° °° � � , Q GYM (E) PRIVATE ACCESS EASEMENT Q O 10 (E) STORM WATER EASEMENT Q I VACATED ROAD AND EASEMENT ,- ry LLJ NORTH I LL 2 8' UTILITY EASEMENT-TO BE RECORED 0 Ln Ln CV SITE PLAN i 13 MONUMENT SIGN-PROVIDE CONDUIT O > z 01\� I20'-0" PAINTED ARROW ON . "= I ASPHALT PAVING U O - 8"STD.STEEL PIPE-CONCRETE FILLED 14 CLEAR VISION TRIANGLE 35'-0"X 35'-0" � W O TYP. PAINT YELLOW F- V) m 5 STRIPED CROSSWALK 13 ofQ GATE SCHEDULE M ' 16 (E) CURB OU 14 CL Q 3 V 0- OPENING ASSEMBLY I 17 (E)CENTERLINE Lu Q MARK WIDTH HEIGHT HARDWARE GATE TYPE NOTES 6"CONCRETE 18 RETAINING WALL--SEE CML W N G.1 T-6' 5'-0" EXIT DEVISE IRON FENCE ALARMED I NEW ELECTRICAL TRANSFORMER TO BE DARK IN Q LI-) 19 Q G.2 3'-6' 5'-0' EXITDEVISE IRON FENCE ALARMED COLOR AND NON REFLECTIVE i � - G.3 T-6" 4'-0" CHAINUNK 20 DOWNSPOUT P I • Y GA T-6" 4'-0" CHAINLINK I ° °a 21 PAINTED TRAFFIC DIRECTION ARROW--SEE 10/A0.1 0 , m G.5 T-6" 4'-0" CHAINLINK I I G.6 3'-6" 4'-0" CHAINLINK i 1 I 22 "DO NOT ENTER"SIGN I I 11 23 CURB STOP--SEE 7A0.2 G.7 T-6" 4'-0" CHAINLINK 10 I 1 1 ^. I I G.8 3'-6' T-0" CHAINUNK I L_� 24 PERMEABLE PLAY SURFACE-SEE I I/A0.2 NOTE:SEE A0.4 FOR INFORMATION ON EXIT DEVICE FOR GATES 12", 112"-0 CRUSHED ROCK 25 RUBBER SURFACE AT FALL ZONE--SEE 12/A0.2 16"DIA. 26 CONCRETE SAFE DISPERSAL AREA-2,350 SF 27 1.25` .5r .5' 1.25BOLLARD- SEE I I/A0.2 SITE PIAN ' 28 OVIDE" FBUILDING AREA"SIGNAGE ON RNSOFROM 29 6-0" BLACK VINYL COATED CHAINUKE FENCE W/ A0. 1 - BOLLARD DETAIL BLACK PRIVACY SLATS-TO MATCH EXISTING a 10 TRAFFIC ARROW PLAN JOB NO. 190142.01 g NOT TO SCAL[ 02580-01 02019aoA,eaclon nu.r,icl I i s lil st I,vro w 20'-0" N. LINO /4212 T SLOPED CAP 0.+ • STANDARD 8x8x16 C.M.U. BLOCK--RUNNING r' P�RIUIO, OR f � � —I BOND--NATURAL #5 VERT(>�2'-8" '�� V�1�'�'(j'�'•� 20.0, OF O.C.AND TRASH BIN I I RECYCLING CORNER/ENDS BOND BEAM AT TOP,BOTTOM CMU WALL DOWELS TO AND MID SPAN v I CHAINLINK GATE WITH MATCH AND N (NOT L J L J BLACK VINYL PRIVACY LAP VERTICAL Z BARS CONT. #5 SLATS REINFORCING. 9 3/4" C? REINFORCING--LAP A0.2 T.O. MASONRY 6"CONC.SLAB CORNER MIN. M ao ON 6"CRUSHED T-O'. CANE BOLT-PROVIDE SLEEVE LESS CAP ROCK BASE. n1 n —0 CLOSED AND FULLY OPENNOTE: VERIFY TRASH EACH WAY. #3 AT 2'-0"O.C. C.M.U.WALL o - POSITION REQUIREMENTS WITH vw LOCAL o o O HANDLER--NOTIFY r 0- w o 0 A/E OF ANY 4 ° ° FIN. GRADE v ^ N DISCREPANCIES. 3 H $ N 1-4 - IM-.. LU FINISH GRADE ° -�, � W E N CHAINUNK GATE WITH SEE CIVIL O°°°OO°O o% °° Z � � n- BLACK VINYL PRIVACY ° g�oog0° ° ° Z_ F- I F- F- a r SLATS 18'-8" OP°Yf �°°o°tjb°R°1° ° - rn w w w A0.3 III-III-III-I ° PROVIDE I/2" ROUND STEEL 4 w w w 8" 18'-8,. 8.1 3 0 CANE BOLT ON EACH GATE III—III—III SURFACE FLANGE �u O Z EMBED PIPE SLEEVE AT CLOSED III—I i I—I i—III MOUNT _ AND FULLY OPEN POSITIONS Q F w w w (2) #5 CONT. D n v~- 11/2" 9" /2" ry M d CLR 0„ CLR TRASH ENCLOSURE PLAN i TRASH ENCLOSURE ELEVATION3 TYP. WALL SECTION @ TRASH & RECYCLING SINGLE - U BIKE RACK 04300-02 0. 1 1/2"= 1'4' HANDICAP PARKING SIGNS-TYP. RES R E SIGN AND POST(TO MEET LOCAL HANDICAP CODE PA KI G REQUIREMENTS). SIGN SHALL STATE IN WHITE REFLECTIVE TEXT ON A BLUE BACKGROUND: 'STATE DISABLED PARKING PERMIT REQUIRED'. CONTRACTOR 7-1 TO COORDINATE SPECIFIC REQUIREMENTS W/ JURISDICTION. , 0 0 0 0 0 0 0 0 0 0 0 µ VAN ACCESSIBLE SIGN WHERE INDICATED ON PLANS 1/8"THICK SAW CUT OR TOOL JOINT-- 00000000000 R SEE CHART FOR DEPTH 00000000000 u , 6" CURB 10000000000 IM)OOOOOOOOOOORK Z INSTALL SIGNPOST PER MANUFACTURER'S 00000000000C Y: RECOMMENDATIONS SLAB THICKNESS JOINT DEPTH 0 31/2" 1" r 4" I" FACE OF CURB DIAMOND RAFT. 41/2" 1 1/4" ENGINEERING TEXTURED SURFACE 5" 1 1/4" CONTROL JOINT (CJ.) 5 1/2" 1 1/2" NOTE: VERIFY ALL TEXT, GRAPHICS AND 1 6' 1 1 I/2" INTE O , 4"WIDE WHfTE DIMENSIONS W/LOCALJURISDICTION'S PARKING STRIPES REQUIREMENTSRO BUTT CONSTRUCTION JOINT W/ 1/8" PAINTED WHITE-TYP. 72 RADIUS-_TYP. PSW 72ND AVE SUITE 200 L 311 L 8�� PORTLAND, OREGON 97224 T E L 5 0 3 2 2 6 1 2 8 5 60" F A X 5 0 3 2 2 6 1 6 7 0 PAVEMENT MARKING PAINT WHITE ON BLUE = N W W C I D A I N C C 1 M HANDICAP PARKING BACKGROUND. M O EMBLEM-TYP, CONSTRUCTION JOINT(C.SJ.) 51/2 NOTE: GRID IS FOR PROPORTIONAL 5/8'0 I REFERENCE ONLY, NOT TO BE PAINTED. NOTES: 3� " A CENTER IN HANDICAP PARKING STALLS PER HANDICAP BLUE F USE PREMOLDED EXPANSION DINT SITE PLAN AND CODE. SIDE VIEW INSTALL WITH I2"GROUND TOPMEW �I FILLER J SPIKES(AC INSTALLATION) 0 PARKING STALL-9'MIN. LOADING AREA-6'MIN. PARKING STALL-9'MIN. EXPANSION JOINT(E.J.) c VERIFY W/PLANS SEE PLANS VERIFY W/PLANS s DOUBLE LOAD HANDICAP PARKING STALL 6 HANDICAP PARKING EMBLEM AND SIGN PRECAST CONCRETE WHEELSTOP s CONCRETE SIDEWALK JOINT DETAILS w 0. NOT TO SCALE ozsao-o3 Q, NOT TO SCALE 02580-04 U. NOT TO SCALE U. NOT TO SCALE d L � O O � PAVING OVER C 0 SUBGRADE c 0 Cr W m z OLLJ 12" RADIUS TYP. 4-6"CONCRETE Turf Installation Over Compacted Aggregate U Q a- Q V � Bordered By Concrete Slab/Sidewalk w TREX BORDER Z 6" ["STAPLE 4"OF 3/4"-1"COMPACTED AGGREGATE W FINISH GRADE 2X4 PT TREATED RUBBER CUSHION PAD TURF WITHOUT Lr) NAILER BOARD AS REQ. CRUMB RUBBER INFILL POURED IN PLACE RUBBER SURFACE W/ 1:12 MAXIMUM SLOPED ACCESSIBLE Q TRANSITION RAMP,TYP. \1D CONCRETE CURB W/LIGHT — ..'x {.,, HARD TOP AREA TO BE MINUMUM 2"ASPHALT BROOM FINISH �%';�'; W/A COMPACTED GRAVEL BASE. 3 12"CONCRETE — SIDEWALK W/ -~ CONTROL JOINTS N\1 1\\/1 12,_0„O.C.MAX (SEE �/��// /��//��/��/ // /��/��/l�/��//�/��������//��/�//��/��/�//�// PLAN FOR LAYOUT) 2"DIA.WEEP HOLES (PVC PIPE)0 25'-0" \\�\\\//\\j\\ % SEE PLANSO °° O °O O.C.MAX. OR 2 PER LANDSCAPING °0 zoo 0o.' ` ISLAND %MIN SLOPE I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I _ _ I I I—I I—I 0 2%MAX. SLOPE N�as III .ao°:1 • :. 1- : .o°"'°o'$ ;a o b°,b.. 'o o 'o. o II _ NOTE:SIDEWALKS TO HAVE BROOM IIIIIIIII III—I IIIIIIIIIIIIIIIIIIII i II I iIIIIIIIIIIII111III111III1 I I COMPACTED FILL-TYP. SITE DETAILS FINISH UNLESS NOTED OTHERWISE SE NOTE: _ III—III III—III—I I I—I 1 1-1 1 I—I I I—I I I 1 1-1 1 1 1,INTALL PER MANUFACTURER'S RECOMMENDATIONS 2.CONTRACTOR SHALL VERIFY FALL ZONE REQ. O• CRUSH ROCK BASE COMPDetail Does Not include any provision for drainage SI -0' o. 4' F SOFT SURFACE DETAIL 1z PIP RUBBER SOFT SURFACE DETAIL JOB NO, 190142.01 9 SIDEWALK SECTION io CAST-IN-PLACE CONCRETE CURB � i TUR -_ 0 .. 0. 1 1/2•. = 11_0�� _ !7. 1/411 - 1'-0" ©2019 ODA,P.C/1DA ALL RIGHTS RESERVED OD GENERAL NOTES Tuw12iuw CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS VA r' PORTMr OR SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. I SITE LIGHTING IS DIAGRAMATIC. FINAL DESIGN SHALL BE BY ELECTRICAL OF J CONTRACTOR. LIGHTING STANDARDS SHOWN IN PARKING AREAS SHALL BE ENCASED IN p 1'-6" DIAMETER x T-0"TALL SOLID CONCRETE BASES p ALL LIGHTING SHOWN SHALL BE MODIFIED WITH CUTOFF FIXTURES AS o 0 \i Q REQUIRED TO PREVENT LIGHT FROM SHINNING DIRECTLY OFF DEVELOPED o 0 AREA. m m FIXTURES AND POLES SHALL BE DARK BRONZE ANODIZED o m e' a a j FINAL PARKING LIGHTING SHALL ILLUMINATE ALL PEDESTRIAN PATHS o O i • J �.e AND BICYCLE PARKING AREAS TO A MINIMUM LEVEL OF 0.5 o w = o oN FOOTCANDLES PER CITY OF TIGARD DEVELOPMENT CODE 18.410.040.H >> V �� ` r � � d i i f d � i M. �l ♦. . A W � F o N — i .� f v ". d .. p .. '. , '. p. e' a. �. 'p s ° ' r" D•�,. .s w w w ~ In r Elf 9 .a e. .r __ .e : • o q • O O O w a • " . . w �u �u O Z J Vl In 1-- to m H F- F F a a s s i 1 1 111 1'1 1 11 1 1 1 � 1 1 1 1 1 1 111 '1 i IJ 11 1 1 1 1 J 1 1 1 1 j 1 1 1 1 1 1 1 1ARCHITECTURE 1 1 j 1 1 1 1 j 1 1 1 1 j 1 1I N T E R 10 R SI 1 1 1 1111111 111 ljl J 15895 SW 72ND AVE SUITE 200 j JI t PORTLAND, OREGON 97224 i 1 T E L 5 0 3 2 2 6 1 2 8 5 1 1 - F A X 5 0 3 2 2 6 1 6 7 0 W W W . C I D A I N C C O M I 1 1� 11 11 i 1 J 1 � I 1 111 � 1 ; ' e ° '♦' • 1 b 'p c NORTH SITE LIGHTING PLAN F- u 0. 1„ = 20:_0„ o I W N 0 W 0 0 m z w c o Q n Q u �- z Q �W N 0 Ln 0 � e O 5 FOOTCANDLE g POLE MOUNTED LED LIGHT FIXTURE t 4'-0"ARM I MANUFACTURER: LIGMAN POLE MOUNTED LED LIGHT FIXTURE SURFACE MOUNTED LED LIGHT FIXTURE SURFACE MOUNTED LED LIGHT FIXTURE SURFACE MOUNTED LED LIGHT FIXTURE I FOOTCANDLE STYLE: MARTINI MEDIUM,TYPE IV 4 MANUFACTURER: LIGMAN MANUFACTURER: LIGMAN MANUFACTURER: LIGMAN MANUFACTURER; LIGMAN g DISTRIBUTION STYLE:JET,VERY WIDE DISTRIBUTION STYLE:JET,VERY WIDE DISTRIBUTION STYLE:JET.VERY WIDE DISTRIBUTION STYLE: GINO,TYPE I DISTRIBUTION 0 N MOUNTING HEIGHT: 22'-0" MOUNTING HEIGHT: 16'-0" MOUNTING HEIGHT: 16'-0" MOUNTING HEIGHT: 9'-0" MOUNTING HEIGHT: 9'-0" 0 S s SITE LIGHTING PLAN Js a 'g E A093 O _ 5 a JOB NO. 190142.01 ©2019 CIDA,P.C]CIDA ALL RIGHTS RESERVED U TARS N. WO -- - - -- -- - -- -- - -- - -- -- - -- - - -- - - -----J - -- -- - -------------------------------- -------------------------- PORRAIO. OR ir�---- — — — — --------------------- OF I I I I 1 1 1 1 O� I — 1 .sµ r � — c• ,� - r N I i • pN pN .} I.. ,: .0 .. 4. I p .. 3 , ' �,5374F+ ,2 ♦ , I o O + ry • + • • I w w � N N I • at + • ♦ ♦ + T1 I H H H W 1 • • • • i I I E F E KE . I i• I d d d w K '�' w.. .' • I I 0 0 0 Y d ` ♦ 1+ ` tt tQnpt�R+AGE . i r o 3: 0 • + . a F F 4,5 ♦5•SF 5 v n v v m + + +I a ♦ • I vim, — N m c' n ♦ 1 1 PR�S'C.�Q04 AGE + ♦ • ' I 1 '18+115F + ♦ • • ♦ NORTH PLAYGROUND PLAN 0. 1" = 20'-0" ' ARCHITECTURE UINTERIORS I 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 6"CONCRETE/— ONCRETE Adjustable MOUNTING PLATE TEL : 5 0 3 . 2 2 6 . 1 2 8 5 6"CONCRETE CURB 4 1/2" EXIT DOOR HARDWARE 32'to 54'wide Gate Frame F A x : 5 0 3 . 2 2 6 . 1 6 7 0 CURB PROVIDE ALTERNATE PRICE TO INSTALL SAFETY SURFACE: C 77 TYP C W W W C I D A I N C C O M 1, ` SAFETY 1 FACE TO BE INSTALLED IN FALL ZONE AS INDICATED. W INSTALL PER MANUFACTURER'S SPECIFICATIONS. m Powder Coated Finish 6" CONCRETE _ , over Electro-galvanized MOUNTING CURB AT A MINIMUM: Steel Plate, 16 gauge PLATE LN piecPROVIDE TWO LAYER 2" RUBBER SURFACING TO INCLUDE 1 starless O O ( es) EPDM WEAR LAYER CAP AND SBR BASE/IMPACT LAYER. l step l �1 tasterbrs C? M PROVIDE 4"COMPACTED 3/4" MINUS GRAVEL SUB = r BASE--SLOPE TO DRAIN. BASE MUST HAVE POSITIVE o DRAINAGE IN ALL AREAS. c _ 0 COMPACT SUBBASE TO 90% DRY DENSITY, ORNAMENTAL ' Q GATE 0 CONCRETE CURB TO BE PROVIDE BY GC IN BASE PRICE. CURB TO BE 2"ABOVE BASE. PUSH TO OPBFAlAMII ILL SOLD BASE ROCK TO BE UNIFORMLY MIXED AND CONFORM TO o� "DETEIC"IXR BAR with At THE FOLLOWING GRADATION: (y volt) CL LU SAFETY FALL SAFETY FALL SAFETY FALL I LL SURFACE SURFACE US SIEVE PERCENT PASSING: ZONE SURFACE ZONE ZONE O N " 100% 1 25'o+ 26'_p^ -0" 4" 90-100" NOTE: RAIL BRACKET 3/8"XII/2" Z z r-,NO. 4 35-60% SEE PLANS FOR U-CHANNEL RAIL,TYP I e o •. Adjustable O z Q\ NO. 30 10-30% FENCE HEIGHT(H) SQUARE POST WITH I ®I RECEIVER O NO. 200 2-9% FLAT POST TOP T-0" MIN DEPTH e, BRACKET O a SCHOOL AGE PRE-SCHOOL INFANT/TODDLER SEE CIVIL DOCUMENTS FOR SUBDRAINAGE 3/4"SQ PICKET AT FOOTING WIDTH TO GUARD LOCKBOX W O m 4 1/2"O.C.,TYP BE 4X POST WIDTH I i Z 0 Lu II Q NOTE : O NOTE: INCLUDE AN ALARMED TRIM EXIT DEVICE WITH >U Q MANUFAINSTALL PCTURER'S ER U > s PLAYGROUND EQUIP. "LOCKED"P'UNLOCKED" DOGGING INDICATOR REQUIREMENTS 6 DECORATIVE IRON FENCE L — J 8 PANIC HARDWARE z 0.4 3/32'= I'-0' 0.4 rz"= r-0" 0. NTS WMINIMUM cn 0 Nr GENERAL NOTES KEYNOTES LEGEND PLAY AREA SQ.FT. GOAL HEIGHT: SOFT i INSTALL GOAL AT 8'-0" PLAY AREA MIN. REQ. ACTUAL SURFACIN HARD FROM RIM TO TOP OF SOD ® T. SOFT. SURFACING G TURF m CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING 1 CONCRETE. SEE O CONDITIONS SHOWN OR IMPLIED ON DRAWINGS PRIOR TO SAFETY SURFACE AT FALL ZONE INFANT/TODDLER. 600 515 515 EQUIPMENT DETAILS FOR START OF CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER PLAY STRUCTURE BY OWNER--GC TO PROVIDE CURBS& ADDITIONAL INFORMATION. OF ANY DISCREPANCIES, O SUB-BASE PER5/AO.4 PRE-K. 3,250 3,537 2,989 548 �^ KEY PAINT: FINAL PLAYGROUND LAYOUT AND INSTALLATION TO BE O3 FENCE PER A0.1 CONCRETE SURFACE PRESCHOOL AGE: 750 1841 1841 PAINT BASKETBALL KEY W/ COORDINATED WITH OWNER. TOTAL t 6893 6345 11 548 CORONADO TENNIS COURT PAINT #50-105 TERRACE GREEN. CONTRACTOR TO PROVIDE ALTERNATE PRICE TO ASSEMBLE O BASKETBALL COURT-- CONCRETE SURFACE-- SEE 9/A0.4 AND INSTALL ALL PLAYGROUND INDICATED ON THESE SOD STRIPING: PLANS. EQUIPMENT TO BE OWNER PROVIDED. O PERMEABLE SYNTHETIC TURF 3RT ISPING W/ RUST SCAT ACRYLIC LATEX GLOSS ENAMEL BY CORONADO IN ORDER TO BE APPROVED FOR SAFETY SURFACE, INSTALL, PLAYGROUND PLAN a -OSHA YELLOW # 151 CONTRACTOR MUST PROVIDE DOCUMENTATION AND OR PERMEABLE SYNTHETIC TURF 5 PLAYGROUND EQUIPMENT INSTALLATOR CERTIFICATION GC TO PRICE VINYL FENCE OPTION FOR BOTH PICKET& SIGHT OBSCURING PICKET FENCE TO MATCH SHOWN •4 o CONFIGURATION TO GREATEST EXTENT PRACTICAL 9 BASKETBALL LAYOUT JOB NO, 190142.01 C0.4 1/4^=ro" ©2019 CIDA PUODA ALL RIGHTS RESERVED A B C TL. LEGEND eTmrwl w,I Ln I I I I I I I 3'-7" 6'4" 10'-0" 6'4- 3'-4" 4'-0" T-4" L. C-0" 9'-8" '4" '46-4" '4C-0" '-4"1,T-4" 1, 14'-8" 3'-4" L. 15'-4" 6 C-0" L.T-4" 15'-4" 6'-0" 15'-4" 6'-0" 3'-8" ••n C • I I 12 2 8 5 I I ROOM ROOM NAME AND NUMBER 1 Aa , I I A4.1 A6.3 A3.1 I I '7; - - - t0 o G - - - - m1 T.R. N WALL TYPE �i OF OB.1 0 o OB u A traill WINDOW TYPES-- SEE I/A5.2 � OWNER'S STIBULE DIRECTOR'S ELEC./FIRE � AREA 3 AREA I OFFICE 100 OFFICE SHELF S ISER ROOM A q TODDLERS AREA A INFANTS A A.1 130 A'1 ! F A C 26 9 A A 03-B 103 TODDLERS 10'-0"© T-0" �9'-0" C A6.1 (E) EXISTING - 103-C 102- 101 KITCHEN _ 0 0 02 C C S C C ' 0 27 B.I po F.O.W. FINISH FACE OF WALL O IT-43/4" 0' '-0" 12'-4 3/8" 18'-1 1/81, - 12'-6 3/4" 5'-9 3/8" 24'-9 1/4" 43'-7" N O / m T-8 3/4" F.O.S. FACE OF STUD1'-1 12" 1'-1 1/2" 10, 3'-53/8 8'-3 1/4" 0" '- 306 - No u s Ab.l 112-B ^'� N Z '^ C M 10 9 D 101-A DOOR NUMBER--SEE DOOR SCHEDULE A5.1 0 0 Y o A6.2 D C D - ` C A3.1 Al � AREA I I M � w o 0 � - z w = N g - C ' T.R. D 5 YR OLDS B MULTIPURPOSE - - - - - - HALF WALL 7 7/8",43"TALL TO FINISH 3 U o A D D C II / 3 ' 123 123- ROOM ♦ w F N N RECEPTION i A C 1 C I 2 (*-A ' FULL WALL 7 I/4" PLUMBING 3-A 3-B 5 - V 10 Lu - 29 . . F F FLO 5120 FULL WALL 4 7/8". FLOOR TO 6"ABOVE Z Z ZSHARED T.R. GENERAL I LOBBY I C a w w w6 j 6 - C - CEILING OR AS REQ. BY CODE F F F mSTORAGE C 128 0_ a a w Ci• I I T.R. O O O YQ Q C Q I I' Q C Q T R 6 Q Q I21 EXTERIOR WALL I'-0" of I 11 O ZAAI ri G • . C N - --- s - - L'= I� r', N 122 • - �" 0 0 p O_ O �"� N to N _ -_ - - - - - - JAN'S CLOS D 3 25'-41/2" B 3 14'-73/8" 3 B 10'-I" 0'-33/8" 9'-II" 8 5'-3" 2'-I 4" 3 B 28'-I I/4" 3 3 I8'-17/8" B 40'-4" 7c I TC I i FLOOR PLAN GENERAL NOTES w u A3.1 25'-11 7/8" SHAR DT.R. -4 33-A - - - - - - - 3 B 3 117 3 - - - - - B 3 - - -- - - -APPLICABLE CODES:ALL WORK SHALL BE IN CONFORMANCE WITH ALL Q FEDERAL,STATE,AND LOCAL CODES, SPECIFICATIONS AND STANDARDS o C C o_ "-' o_ �_ • o o • �_ SHALL MEAN,AND ARE INTENDED TO BE,THE LATEST EDITION, 6 6 6 AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS 12 SHARED TR_ LOUNGE C 6 0 4 ~ h• 5 C 12 OF THE DATE OF THE CONTRACT DOCUMENTS. ' 6 G A6.1 C -CONTRACTOR SHALL COORDINATE ANY NECESSARY TESTING AND S 16-A SHARED T.R. 6 SHARED T.R. 6 0 r 114-A 114-B i I 11 D 116 6 C.I ( A6.1 118-A 118 118-B 119-A 119 119-B ^ INSPECTIONS. L D D AREA 9 I D D SEE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION. D D 4 YR OLDS I C i 2 C - - - - - - AREA 7 ` D D / AREA 8 109 D D / AREA 10 - - - D C 3 YR OLDS - - - - - -00 3 YR OLDS ♦ - C - - -♦ 4 YR OLDS -ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA. A D C.1 D ' 6 07 1' 7" I' S 1/8" D 3 / 1' 1/2" EFT011 A -FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906, 8'-5 /8"3 5'-0" 3'-I" 4'-2" 8'-7" 4 5'- " 5'-5" 2 6 6'-I I" I6'-5 3/4" 4'-2 1/4" 4'-3 3/4" 21'-10 3/8" 22'-0 1/2" 4'-2 I/4" 4'-3 3/4" 21'-9 3/4" IFC.COORDINATE FINAL LOCATION WITH FIRE MARSHALL. rUp A6.1 C 9 C 4 C c C? I - 7/8" 0' '-0' 14'-1 I" A6.2 0' 6'-8" A6,z 2T-2" 0' -0' 25'-7 1/8" 25'-6 1/8" 0' -0' 25'-10" 1 10-D -GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24"ARC OF THE ' AREA 4 AREA 5 NEAREST VERTICAL EDGE OF A DOOR OR IN AREAS SUBJECT TO HUMAN O2 YR OLDS 2 YR OLDS AREA 6 IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL BE TEMPERED OR OF ® 0 C 2 YR OLDS C OB � AN APPROVED SAFETY GLAZING MATERIAL PER SECTION 2406, IBC. , 104_B 06 -LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203 & 1205, IBC. ARCHITECTURE 04-C 0 -C 106-C 107-C 108-C 109-C 110-C C? 4 - EaRI pia -ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED ENGINEERING THE REQUIREMENTS IN SECTION 719, IBC FOR SMOKE DENSITY AND FLAME O O O o o B.I O o o B.I O SPREAD. u INTERIO RS I I I I -PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006& SIGNAGE PER SECTION 101 1 OF THE OSSC. I 6 I 18 15895 SW 72ND AVE SUITE 200 T-8" 6'-0" 15'-8" 6'-0" T-4" T-8" 6'-0" 3'-4" 3'-4" C-0" 3T-8" C-0" T-4" 1' 4 3'-4" 6'-0" 37'-4" C-0" -DIMENSIONS ARE TO CENTER OF WALL AT INTERIOR WALLS AND FACE PORTLAND, OREGON 9 7 2 2 4 I I I I OF STUD AT EXTERIOR WALLS UNLESS NOTED OTHERWISE. T E L : 5 0 3 . 2 2 6 . 1 2 8 5 I I I I F A X 7 5 0 3 2 2 6 1 6 7 0 -INSTALL A VAPOR BARRIER OF ONE PERM OR LESS ON WARM SIDE (IN W W W . C I D A I N C C 0 M WINTER) OF ALL EXTERIOR WALLS& ROOF -PROVIDE SIGN STATING"DOORS SHALL REMAIN UNLOCKED DURING NORTH BUSINESS HOURS"ON ALL LOCKING ENTRANCE DOORS FLOOR PLAN -PROVIDE BLOCKING AS REQUIRED THROUGHOUT PREMISES FOR THE PURPOSE OF INSTALLING COT CLOSET&STORAGE SHELVING AS WELL AS Q. 1/8 - -0 WALL MOUNTED DRAIN SHELF&MICROWAVE SHELF IN KITCHEN ❑q EXTERIOR BEARING WALL W/STUCCO FINISH: EXTERIOR SIDE: KEYNOTES WHERE OCCURS PER EXTERIOR ELEVATIONS: BRICK VENEER W/ 1.5"AIR GAP. 3-LAYER STUCCO FINISH OVER METAL LATH . O HSS COLUMN PER STRUCTURAL WATER-RESISTANT BARRIER OVER PLYWOOD PER STRUCTURAL. 2X6 WOOD STUDS O COUNTER AND CASE WORK--SEE AT I,A7.2,A7.3 ry- PER STRUCTURAL W/ R-21 BATT INSULATION FULL CAVITY. FOR MORE INFO W INTERIOR SIDE:5/8"GYP. BD. --WATER RESISTANT AT TOILET ROOMS&KITCHEN 03 RECESSED MONITOR(BY OWNER,INSTALLED BY G.C.) W ❑ PROVIDE POWER& DATA N "' EXTERIOR BEARING WALL W/STUCCO FINISH - IHR RATED UL 314: � W N EXTERIOR SIDE: O Z r-,A.I 4 MONITOR(BY OWNER, INSTALLED BY G.C.) PROVIDE O Z ON WHERE OCCURS PER EXTERIOR ELEVATIONS: BRICK VENEER W/ 1.5"AIR GAP. POWER& DATA @ T-0"A.F.F.--SEE 10/Ax.x O cr- 3-LAYER STUCCO FINISH OVER METAL LATH . O CHANGING TABLE W/ BUILT-IN SINK--SEE A6.1 FOR ? W O O m MORE INFORMATION WATER-RESISTANT BARRIER OVER 5/8"TYPE X EXTERIOR GYP. BD SHEATHING OVER Z W PLYWOOD PER STRUCTURAL. 2X6 WOOD STUDS PER STRUCTURAL W/ R-21 BATT O SINK--SEE 12/A6.IAND PLANS FOR MORE INFO 0 Q W INSULATION FULL CAVITY. >> V W INTERIOR SIDE:5/8"TYPE X GYP. BD.--WATER RESISTANT AT TOILET ROOMS& 70 BUILT-IN CHECK IN DESK-- PROVIDE 3'-0"x 2'-10" H Iu ADA TRANSACTION CORNER z Q KITCHEN W INTERIOR BEARING WALL 08 HI/LOW DRINKING FOUNTAIN W/BOTTLE FILLER (/) HAYES TAYLOR HAC8FS-BLR-Q-ADA B] 2X6 WOOD STUDS PER STRUCTURAL TO UNDERSIDE OF STRUCTURE W/SOUND Q L(D ATTENUATION BATT INSULATION FULL CAVITY. 5/8" GYP. BD. EA.SIDE (WATER RESISTANT @ T.R.). SEE 3/A4.2 FOR MORE INFO. O KEYPAD PROVIDED NEXT TO DOOR Q PROVIDE ALTERNATE PRICE TO PROVIDE SOUND BATT INSULATION FULL DEPTH OF CAVITY 10 ROOF HATCH &LADDER-- SEE 9/A8.1 FOR MORE INFO Y INTERIOR BEARING WALL g,l 2X6 WOOD STUDS PER STRUCTURAL TO UNDERSIDE OF STRUCTURE W/PLYWOOD 11 WASHER/DRYER EA.SIDE PER STRUCTURAL, SOUND ATTENUATION BATT INSULATION FULL CAVITY. 5/8"GYP. BD. EA.SIDE (WATER RESISTANT @ T.R.). SEE 3/A4.2 FOR MORE INFO. s 12 ENTRY CANOPY ABOVE r INTERIOR PARTITION WALL 2X4 WOOD STUDS @ 16"O.C.TO 6"ABOVE CEILING.SOUND ATTENUATION INSULATION 13 4'X 4'SKYLIGHT FULL CAVITY, 5/8"GYP. BD. EA. SIDE (WATER RESISTANT @ T.R.). SEE 4/A4.2 FOR CONDITION AT FRAMED GYP. BD. CEILING, SEE 7/A4.2 FOR CONDITION AT SUSPENDED ACT CEILING. PROVIDE ALTERNATE PRICE TO PROVIDE SOUND BATT INSULATION FULL DEPTH OF CAVITY, N INTERIOR PLUMBING PARTITION WALL a C.I 2X6 WOOD STUDS @ 16"O.C.TO 6"ABOVE CEILING.SOUND ATTENUATION FLOOR PLAN 3d INSULATION FULL CAVITY.5/8"GYP. BD. EA.SIDE (WATER RESISTANT @ T.R).SEE 4/A4.1 FOR CONDITION AT FRAMED GYP. BD. CEILING,SEE 4/A4.2 FOR CONDITION AT SUSPENDED ACT CEILING. Al • PARTIAL HEIGHT WALL g �p 2X4 WOOD STUDS @ 16" O.C.TO 43".5/8"GYP. BD. EA. SIDE (WATER RESISTANT @ T.R.). SEE 8/A4.2 FOR MORE INFO. PROVIDE STEEL COLUMN SUPPORT AT EACH END& JOB NO. 190142.01 ANGLE SUPPORTS @ EACH END PER 8/A4.2,ALL WALL TYPE D WITH EXCEPTION TO RECEPTION AREA WILL HAVE GLASS PARTITION ABOVE 02019 ODA,RC/ODA AuRIGHTS RESERVED u REFLECTED CEILING PLAN GENERAL NOTES • THIS DRAWING IS DIAGRAMMATIC AND FOR DESIGN PURPOSES ONLY • ELECTRICAL CONTRACTOR TO VERIFY MINIMUM EMERGENCY EXIT ILLUMINATION WITH M212 BATTERY BACKUP-PROVIDE I FC MIN. EMERGENCY AT EGRESS PATH OF TRAVEL THIS TARS M. LLW LEVEL MAY DIMINISH TO NO LESS THAN A FC OVER 1.5 HOURS OF OPERATION. Q' • APPLICABLE CODES:ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL,STATE, MUM" OR AND LOCAL CODES.SPECIFICATIONS AND STANDARDS SHALL MEAN,AND ARE INTENDED TO BE,THE LATEST EDITION,AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. OF • LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203& 1205,IBC. • PROVIDE EXIT ILLUMINATION PER SECTION 1007 OF THE SBBC&SIGNAGE PER SECTION 1 1009.9 AND 1009.10 OF THE SBBC. 1 1 LEGEND oa N EXTERIOR WALL-SEE WALL TYPES o - Ii OF ICE RI ER RO M o INTERIOR WALL-SEE WALL TYPES 126ROOM N g U o elf 101 ROOM NAME AND NUMBER AREA 3 AREA INFANAREA I T WN o c� U +10'-0 3 T.R. G ~ r ry O.T.S. OPEN TO STRUCTURE + Io3 + 1oz / 124 R A I I MU TIPURP SE N AMCIT E 5 YR OL S � 112 ® w w w ~ 2X4 SUSPENDED CEILING TILE--SEE 9/A 1.2 FOR SUSPENSION DETAILS a F yam, a S AR D T { 1 T.R. T.R. OW OW OW p l9 s \ I /\ f +9,0„ 121 120 2X2 SUSPENDED CEILING TILE-SEE 9/A1.2 FOR SUSPENSION DETAILS • �. �' o � N � v~-i m N M V ] CEPTI ENERA �I T.R. 2X4 SUSPENDED WASHABLE CEILING TILE--SEE 9/A1.2 FOR SUSPENSION DETAILS F.. + 9'-0" +10' IM I I FIR �I R H RE T.R 125 - GYP.BD.CEILINGKH + -0" 9'- 2X4 LAY-IN LED FIXTURE �J 2X4 LAY-IN LED FIXTURE W/BATTERY BACKUP LOU GE 5 EA SEE GENERAL NOTES H E T.R +10' 0" ARD R. ARD R LED PENDANT FIXTURE- 4 1 8 AREA 8 1 9 EUREKA'BROADWAY'4211-GTL 9, !70 YR OL S - ' 108 F 7F7 AREA 7 +10'-0 +10'-0" O 2X2 SURFACE MOUNT/LAY-IN LED FIXTURE EA 4 YR OL , 2 Y ODS AA _ . 107 04 „ os YR )-i-C 5 6,REA 10 0 2X2 SURFACE MOUNT/LAY-IN LED FIXTURE--W/BATTERY BACKUP 1 7 H + 0'-0 110 +I - +I VENT LOCATIONS PLANNING z u I N T E R 10 R S o WALL MOUNT OVER SINK LED FIXTURE (4�- - - - - - _ - POR sw 72ND AVE N 200 o RECESSED LED CAN LIGHT ` J PORTLAND, OREGON 97224 T E L 5 0 3 . 2 2 6 . 1 2 8 5 LF EXTERIOR WALL MOUNTED LED LIGHT FIXTURE--SEE SITE LIGHTING PLAN A0.1 I FAX : 5 0 3 . 2 2 6 . 1 6 7 0 FOR EXTERIOR BUILDING MOUNTED LIGHT FIXTURE LOCATIONS W W W . C I D A I N C . C O M 1 1 I 1 1 1 I 1 O LED PENDANT FIXTURE ---- LED ROPPE LIGHT FIXTURE IN CEILING COVE 1 ® ILLUMINATED EXIT SIGN WITH BATTERY BACKUP KEYNOTES NORTH O ROOFHATCH --SEE II/A8.1 REFLECTED CEILING PLAN OSKYUGHT--SEE 9/A8.1 Q V 12 GA HANGER WIRES @ 4'-0"O.C.(TYP.) INT. OR EXT.WALL ROOF OR FLOOR DECK NOTE: W SUSPENDED CEILING(S) COMPRESSION BRACE,SEE SCHEDULE O F LL N TO BE INSTALLED WITH 12 GA.SPLAYED BRACE WIRES(TYP.) MAXIMUM 1 W CJ BERC2 SYSTEM BY ANGLE FROM HORIZONTAL IS 45 DEGREES z NOTE DUCT ARMSTRONG AS SHOWN, O z C7� NOTE 10 NOTE4 APPROVED EQUAL CLIP CROSS TEE U O SYSTEM OR PRESCRIPTIVE (TYP-) NOTE6 METHOD PER OSSC W CD O NOTE 3 808.1.1.1 AND ASTM 635 N C & 636 C. zW � 8"MAX NOTE 9 �� 2° / 0- Q —NOTEI ALL WIRE TO BE NO. 12Lu V �_ —NOTE NOTE 11,12 GAUGE. CONNECTIONS MAIN TEE z Q TO BE 3 TURN MINIMUM WITHIN 3 INCHES OF THE La_ CONNECTION. CONSTRUCTION TYPE FASTENER REQUIREMENTS Ln 6'-0"MAX =NOTE4:-0+ NOTE 7 � O.C.MAX.(#12 WIRE) NOTE 8 WOOD 1/4"X 3"SCREW EYES Q — 1. 7/8" WALL MOLDING. ATTACH TO PERIMETER WALLS \10 2. 2" BERC (BEAM END RETAINING CLIP) AT INTERSECTION OF EACH GRID BAR TO WALL SUPPORT. ATTACH BERC TO STEEL DECK PRE DROP VVIRES,CMI DCI OR DC,2-1/4"METAL DECK SCREW EYES GRID ON 2 ADJACENT WALLS. PROVIDE 1/2" CLEARANCE ON UNATTACHED BERC. i 3. PERIMETER HANGER WIRES - WITHIN 8" OF ALL WALL ON ALL TERMINAL ENDS OF CROSS RUNNERS AND MAIN POST-TENSIONED CONCRETE PRE DROP WIRES, EMBEDS, 1/4"X 3/4"METAL HIT ANCHORS n RUNNERS. 4. SUSPENSION WIRES AT 4'-0" ON CENTER. SOFT ANNEALED GALVANIZED CAST-IN-PLACE CONCRETE PRE DROP WIRES,EMBEDS, 1/4"X 3/4"METAL HIT ANCHORS 5. VERTICAL STRUT FASTENED TO MAIN RUNNER AND EXTENDED TO THE STRUCTURAL FRAME. 12'-0" O.C. EACH WAY 6. HORIZONTAL RESTRAINTS SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER. INSTALL 4 AT 90' ANGLE COMPRESSION STRUT SAF FROM EACH OTHER AND AT ANGLE LESS THAN 45• FROM THE PLANE OF THE CEILING. 7. HEAVY DUTY SUSPENDED CEILING SYSTEM - MAIN RUNNERS AND CROSS RUNNERS MAX. LENGTH OF STRUT STRUT REQUIREMENTS 3 8. ACOUSTICAL CEILING PANELS - 24" X 48" X 5/8" LAY-IN. (24" X 24" WHERE INDICATED ON PLANS) 5'-10" 1/2' DIA.CONDUIT(EMT) 9. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. H 10. CONNECTION DEVICE TO HAVE 180# CAPACITY. T-8" 3/4" DIA.CONDUIT(EMT) g 11. LIGHT FIXTURES MUST BE ATTACHED TO SUSPENSION SYSTEM. FIXTURES WEIGHING LESS THAN 561bs MUST HAVE (2) 12—GAUGE WIRES AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE SUPPORTED INDEPENDENTLY FROM THE 9'-9" I" DIA.CONDUIT(EMT) BUILDING STRUCTURE. PENDANT LIGHTS MUST BE SUPPORTED DIRECTLY FROM THE STRUCTURE WITH A 9—GAUGE REFLECTED CEILING PLAN a WIRE REGARDLESS OF WEIGHT. 12'-0" SINGLE I-5/8"X 20 GA METAL STUD 12. MECHANICAL DEVICES MUST BE ATTACHED TO MAIN BEAMS AND CROSS TEES. DEVICES WEIGHING LESS THAN 20IbS 15'-0" BACK-TO-BACK 1-5/8"X 20 GA METAL STUDS DO NOT REQUIRE SAFETY WIRES. DEVICES WEIGHING 20-561bs REQUIRE (2) 12—GAUGE WIRES AT DIAGONAL g CORNERS. HEAVIER FIXTURES MUST BE SUPPORTED INDEPENDENTLY FROM THE BUILDING STRUCTURE. 12'-10" SINGLE 2-12"X20GAMETAL STUD Al I 1 LATERAL BRACING FOR HEAVY-DUTY SUSPENDED CEILING 15'-0" BACK-TO-BACK2-IR"X20 GA METAL STUDS �.2 3/4'= 1'-0' 095123-018 NOTE& JOB NO. 190142.01 NOTE CRITERIA BASED ON NWCB TECHNICAL DOCUMENT 401 SUSPENDED SYSTEMS FOR ACOUSTICAL LAY-IN CEILINGS: SEISMIC DESIGN CATEGORIES D, E. & F I.PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM CONFORMING TO THE REQUIREMENTS OF ASTM C-635-M.. ©2019 ODA P.CIC1DA ALL MHTS RESERVED 8 1 2 REFER TO STANDARD FOR ADDITIONAL INFORMATION. COPIES ARE AVAILABLE AT ARCHITECT'S OFFICE e 12 LEGEND Tu w. uim A B C 68'-0" T.O.R. TOP OF INSULATION M' OR D T.O.P. TOP OF PARAPET FRAMING 53'-84" 57'-84" 56'-68' ��VP /fit 531 I Y_31" 1'-�" 7 7 T.O.D. TOP OF DECK 3'-28" -4" '-4, 3'-108" 21'-92-8 2,_4, '-48" 4 4 SI'-118" 3'-18" DS DOWNSPOUT O 18'-8"A.F.F. 18'-8" A.F.F. 16'-8"A,F.F. 1 22'-8"A.F.F. 16'-8"A.F.F. 18'-0"A.F.F. 18'-8"A.F.F. 16'-8"A.F.F. 18'-0"A.F.F. 18'-8"A.F.F. T.O.P T.O.P TOR T. T. .P 6fR O.P5TORT.O.P TT.O.P T.O.P 5 4 4 4 5 KEYNOTES - _ 00 –fmN M to O — O L OCANOPY-- SEE--A8.I o Z l 5 o O U N o w p w = � N O SCUPPER& DOWNSPOUT PER--7/A8.1 + 8/A8.1 7 8 o ry — V L- ROOF ASSEMBLY: �� v Z Z Z F LFu O JPO MEMBRANE N F -RIGID INSULATION TO R-38 (APPROXIMATELY 8") N O O O a -PLYWOOD PER STRUCTURAL w Y o w w w O Z 18'-6"A.F. J_ In V1 N N m O PARAPET I - 18'-6"AFF T.O.P 3: � 0 O PARAPET 2- 19'-2"AFF bN OPARAPET 3 - 22'-8"AFF 2 l? O7 ROOF HATCH --SEE I I/A8.1 3 O$ SKYLIGHT--9/A8.1 12 OPARAPET BRACING PER STRUCTURAL 18'-6"A.F.F. 4 T.O.P 10 CRICKET W N 4 N N 5 8'-8"A.F. U P L A N N I N G T.O.P -� • RS M 5 4 15895 SW 72ND AVE SUITE 200 S'Q sa PORTLAND. OREGON 97224 16-TA.F.F. TEL : 503 226 . 1 285 TOR F A X : 5 0 3 . 2 2 6 1 6 7 0 8'-8"A.F.F. 8'-8"A.F.F. S'-4"A.F.F. 8'-8"A.F.F. 6'-0"A.F.F. 8'-0"A.F.F. S'-4"A.F.F. 18'-8"A.F.F. 18'-0"A.F.F. 16'-0"A.F.F. 5 T.O.P T.O.P 4 TOR 5 T.O.P 4 TOR T.O.P TOR 5 T.O.P T.O.P 4 5 TOR W W W C i D A i N c . c 0 m 3,_21, 36'_73" 4'_01" 9'-ICS" 0'_03.. 26_08" 16,_61„ B 4 4 8 4 4'-0" 8 8 53'-84' 57'-84" 56'_6-" f— 68'-04" NORTH Q ROOF PLAN0 rK GG H LL O w N o C O o F— C W O O m o Q 0- Q 3 V 0 z W N N Sl D s 3 ROOF PLAN a 0 Al * 3 JOB NO. 190142.01 02019 ODA,P.GODA ALL PoGHTS RESERVED iS I O ,z EXTERIOR FINISH SCHEDULE Tom• un zz a � Y # MATERIAL COLOR T.O. PARAPET I 6 5 2 I 6 4 2 5 I 118-8" I I 7� I AIA z MASONRYSTUCCO EER MIDNPURE WHIITEIGHT BLACK &TONINGTON GRAY T.O. PARAPET IDDu: 3 ALUMINUM STOREFRONT DARK BONZE vOF 4 CANOPY DARK BONZE 18'_0» — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EMY. - - - - - - - - - - - - - - - - - - - - -y5 SHEETMETAL DARK BONZE T.O. PARAPET oucnnoxAL CHILD CARE 6 BUILDING MOUNTED LIGHT FIXTURE 7WALL MOUNTED SIGNAGE 8 RAIN GUARD-PEMKO DARK BONZE 86 8 8 9'-0" T.O. OPENING o 0 0 LEGEND N ------------ - --- ------------------ -- --- o - J 2'_0» Z A / O FCA o A C \` OA ---- --- ----- i g -- ----------- -- o O w B.O.OPENIN _ , N Z � C) n Y 0'-0"F.F. OA STOREFRONT TYPES -SEE A5.2 o w = oN N V N °0 0 N fV 1 3 1 3 1 3 1 3 s 21 a t', 7 Z Z Z 1 w w NORTHEAST ELEVATION w w 0 a a w J J J Y a 2. 118" = P-0" w w w Ow J 0 u 0 o I- H F H D in N N N m tg 1 I I I I I I I 22'_9' I I I 22'_8" T.O.PARAPET 6 5 1 4 2 1 6 T.O. PARAPET I 5 2 1 I 4 6 T.O.PARAPET T.O. PARAPET IB'_0» L - - - - - - 18'-0" T.O. PARAPET - - - - - - - - - - - —� T.O. PARAPET �— — — — — — — — — — — — — — 4ml, A ARCHITECTURE 9�_0» A 9. 0» T.O.OPENING E E T.O.OPENING ENGINEERING 1'-0" D \\ 2'-0" O B B.O.OPENIN B.O.OPENIN • 0'-0" F.F. 0'-0'F.F. 15895 SW 72ND AVE SUITE 200 PORTLAND. OREGON 97224 T E L 5 0 3 . 2 2 6 . 1 2 8 5 3 1 3 3 1 3 F A X 5 0 3 . 2 2 6 . 1 6 7 0 WWW . C I D A I N C . C O M 2 NORTHWEST ELEVATION s SOUTHEAST ELEVATION IjA 2. 1/8" = 1'-0" 2. 8" = I'-0" Lu 12' 0 " d LL - PARAPET I 5 2 5 2 5 2 T.& 7 W N I Z z I S'_8" 0_ O O� T.O. PARAPET ■ ■ � uj Cc O O T.O. PARAPET L - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - ---- --- --- - - - - -- - - ~ 8 a 8 $ $ KIDDIEF, r 0 w � 9 0» B ACADEMY. u Q �< T.O. OPENING EoucwnoxALCxaoCARE 2._0» O Og B B OA O B B ! O A W V) B.O.OPENIN Q Lr) m 0'-0"F.F. 0 o � _ N 3 3 3 3 1 3 t a SOUTHWEST ELEVATION EXTEMOR ELEVATIONS -F - a A2 . 1 JOB NO. 190142.01 02019 ODA P.VCIDA ALL RIGHTS RESERVED KEYNOTES ImaunInO �z I I I I 1 ROOF ASSEMBLY: - —� � -TPO MEMBRANE .n I I I I -I/2" KING PER STRUCTURAL& RIGID INSULATION TO R-38 va , OR -DECKING PER STRUCTURALCORNICE r I� 6 i 5 1 i I 2 O OF COLOR S E EXTERIOR ELEVATIONS 18'-8" T.O. PARAPET 3 CANOPY--SEE 6/A8.1 FOR MORE INFO I a'-o" B.O. PARAPET O ENTRY CANOPY--SEE 1,4-6/A9.2 FOR MORE INFO O o 0 3 3 5 ROOF JOISTS PER STRUCTURAL N 9'_T o TO.OPENING O SUSPENDED ACOUSTIC CEILING TILE-- SEE REFLECTED CEILING PLAN Lw N Z Y O o — O STOREFRONT GLAZING o O = o oN WINDOW COLOR GRAY TINT U m oN FRAME COLOR: DARK BRONZE U-0" F.F. OCONCRETE SLAB PER STRUCTURAL-- a PROVIDE BASE PER GEOTECHNICAL REPORT w w w F 10 9 10 9 10 9 10 9 9 10 10 9 10 8 O PROVIDE POWER/DATARECESS FOR FLATN TV O O O w o w LU w w 0 LAMINATE HEADER OVER ALL CLASS ROOM DOORS Q Q o 3 Q FRP WAINSCOT o ° vl vi vl vi m BUILDING SECTION 1 I 1 I I I I I 18'-8" P4 P-i ARCHITECTURE T.O. PARAPET 8'-0" BULKHEAD BULKHEAD 4 ENGINEERING B.O. PARAPET I` T 6 3 3 WALL PROTECTION " WALL PROTECTION 9'-2" T.O.OPENING MAPLE MAPLE R VVP-3 PRO PORTLAND, OREGON 97224 0 15895 SW 72ND AVE SUITE 200 CAPS 8"x1" /` „ CAPS 8*x7° _ \ ` �• N 7 F A X 5 0 3 2 2 6 1 6 7 0 W W W C I D A I N C C 0 M 0'-0" F.F. i ® ® > > 10 9 10 9 9 10 9 10 9 \-a 8 s BUILDING SECTION TYP. TOILET ROOM ELEVATION ry 21— L O w N Y Y WO o" 0 O m 22'-B" ( T.O. PARAPET ��---� ( CENTER WNDOW z z A 1 I I ( VESTIBULE ON WALL LOBBY CORRIDOR CORRIDOR LOBBY VESTIBULE W N P-1 P-1 P-1 P-1 P- P-1 P-1 P-1 Q LIl ATO. PARAPET 1 P-1 P-1 S'-0" DIRECTOR'S OWNER'S B.O. PARAPET OFFICE OFFICE _ 4' FORBID lifeTACKB OROARBD NEW iO e — 7 hEwrD RECEPTION — — i Es m DIPECTOP'S OFFICE iOCCX O CPEE N N UTSID UTSID Too N II 1 00 m WP WP WP VF WP WP 00 s` 0'-0" F.F. E111 1,_6=6== I= L / 14 ___j 1 4 4 —f� �I` moi— I I T 4'-4- 3'-8' 7--5' 2' T-4' S'-8' 6'-4' 9'-7' 9'-1-' 7' m 8 11 7 11 5, . a 4qo 4 BUILDING SECTIONS d 32,10• All 9 BUILDING SECTION LOBBY WEST ELEVATION LOBBY EAST ELEVATION - � JOB NO. 190142.01 3. 1/8" = I'-o" 3. I/4° = I'-o" 3. i/4" = 1'-0" ©2019 CIDA,P.GCIDA ALL RGh S RESERVED s ju 12 Aa. TARA W. lin +12' A.F.F. /� — — — — — � MM AND, OR T.O. PARAPET @ CORNICE OF t 1 p O O O or; N — ✓1 — O — ON 111 N pN Z UY p 5 � 0- SKYLIGHT-- SEE 9/A8.1 V o< N F O m / 9 m � Z Z Z ~ F� TO. RIGID INSULATION TO — — — — — O O O Y d R-38 / w w w K z F F Fw-- H j ' o in in in in m 0 RIGID INSULATION TO R-38 ' GYP. BOARD BATT CANOPY--SEE A8.2 INSULATION TO R-21 ROOF FRAMING 0 2X4" STUDS @ 12"O.C.. BATT INSULATION TO R-21 ACT ACT ARCHITECTURE +10'-6" • 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 ' I ' T E L : 5 0 3 . 2 2 6 . 1 2 8 5 +9'-0"A.F.F. ,� +9'-0"A.F.F F A X : 5 0 3 . 2 2 6 . 1 6 7 0 / T.O. OPENING www ' cIDAlNc . con r — I SUSPENDED ACOUSTICAL CEILING--SEE REFLECTED 6 CEILING PLAN A'2 6 A5.2 RECEPTION HALL VESTIBULE \ 29 33 r-10-01 ` ALUMINIUM ` STOREFRONT SYSTEM SEE DOOR SCHEDULE BRICK VENEER BEYOND ` Fm LL ALUMINIUM - STOREFRONT SYSTEM -- \` MAPLE TOP CAP O LLJ N w SEE DOOR SCHEDULE N ` SEE 9/A3. O z ON � A.F.F. 0 . 0 0 W m D o A' p Q w < +2'-0"A.F.F. it U V Q T.O. SILL P 4 i 3 Q O ot BRICK Asz %! z 8 VENEER W 3 A8.1 Ln7 ' 7 i ' a I e . aQ - a ° d d °a ° °a a - o .. d . . n ° '° d d a. a a e d a d d I Io ea e�.. 'a a a, R-15 POLYSTYRENE R-15 POLYSTYRENE de a ° d )) INSULATION -SEE INSULATION - SEE —a — —4— — 5/A8.2 5/A82 s r s EXTERIOR DETAILS 5 A4. 1 i WALL SECTION @ STOREFRONT 2 WALL SECTION @ STOREFRONT ENTRY JOB N0. 190142.01 r A4. 319"= I'-0" A4. 3/4"= I'-0" C 02019 ODA,P.CICIDA ALL RIGHTS RESERVED 1 7/8" 446L 16L STL JAMB POST ASSEMBLY 3 1/2"X3 12"X 1/4" �._M 12 STEEL TUBE � TARA N. Ln JAMB POST ACRYLIC (� 6' STEEL STIFFENER PLATE r' pip, QR 6'X 6'X 1/4" 2x6 DF#2 Q 2'-0"O.C. e�4 EXTRUDED ALUMINUM NOTE:SEE STRUCTURAL BASE SHOE (W7B DRAWINGS FOR ALL SERIES) HOLES FOR(3) 3"X 3/4" STRUCTURAL CONNECTION SUSPENDED CEILING DIA.EXPANSION = SILICONE SEALANT ANCHORS ROOF JOISTS PER STRUCTURAL w 1 = METAL CASING BEAD SUSPENDED ACOUSTIC CEILING N O S/8"GYP. BD. 0 0 ANCHOR BOLT WHERE OCCURS--SEE RCP ? 0 0 I- WOOD STUD BEARING w m 4"THICK STEEL BASE = V WOOD STUD PARTITION WALL PER STRUCTURAL v - V PER PLAN o PLATE 'i' O o ui INTERIOR FINISH--SEE J 3-1/2"SOUND o Z ru Z FINISH SCHEDULE ATTENUATION BATT o O w WHERE SCHEDULED m w w o 0 ii MAPLE CAP V 2 0 U oof uN ATTACH WOOD PLATE TO BASE PER SCHEDULE _ _ ~ $ N T w FLOOR PER STRUCTURAL " �u w N GYP. BOARD w ANCHORS @ 4'-0"O.C. Z Z Z BLOCKING N CONCRETE SLAB N LU w w F ACOUSTICAL SEALANT O O O a �d a J J J 3 z J F H H H N U) V] N m O INTERIOR WOOD BEARING WALL - ACRYLIC SCREEN DETAIL 2 DETAIL 1/2 WALL POST 3 TYPE B r4INTERIOR PARTITION - TYPE C/C.1 4. 6"= I'-0" 4. NOT TO SCALF 4. 3/4"= 1'-0" 092900-08 4. 3/4" = I'-0" 092900-07 MOD, BOTTOM OF DECK U ., PL 1/4"X 3-1/2"X 11" SECURE TO UNDERSIDE OF DECK WITH tt , (2) 0.138" DIA. POWDER DRIVEN u201 FASTENERS OR(2) 1" SCREWS p (61 z07 O O , In'si 21A2' ,Az ------�c n � 2X4 STUD BRACE AT 6'-O"O.C. ALTERNATE: HORIZ. BRACE TO A-A ( —) LAMINATUMAPLE CAP PER FINISH PLAN W/ ARCHITECTURE �1 WOOD STUD WALL ADJACENT WALL BULLNOSE EDGING 1. 1• - [457• �387 law 1 16• SUSPENDED CEILING L91"X2"CHAIR RAIL W/EASED EDGING - s1e DOOR FRAME = CONT.TOP TRACK SECURED WITH (2) ° • lf� #6 SCREWS EA.STUD L 3x3x1/4"AT 4'-0"O.C. ZSECURE TO FLOOR WITH (2) 5/8"x5"SIMPSON 13/I6' �_ METAL CASING BEAD RS 15895 SW 72ND AVE SUITE 200 t a 217 �� L ° CONNECT ANGLTITEN HD OE TO WOOD STUDS WITH [37 s v s >< u WOOD STUD PARTITION PER PLAN T O R T L A 5 D3 , O R2E 2 1 2S5 O N 9 22 O (4) #8 X I-IR"SCREWS N6 1/37 U- U- F A X : 5 0 3 . 2 2 6 1 6 7 0 ROTON HINGE 7 Q ° WALL FINISH PER FINISH SCHEDULE W W W C I D A I N C . C O N LU BASE V BASE BOTTOM TRACK TO FLOOR WITH BOTTOM TRACK TO FLOOR WITH OPEN DOOR FINGER GUARDIAN-FRC n POWDER DRIVEN ANCHORS AT 4'-0 ° BY FINGER GUARD USA 3/8"0 X 2-IR"EMBED SIMPSON TITAN-HD = Z (MAX) O.C.AND AT CORNERS AND ENDS SCREW ANCHORS AT 4'-0"(MAX) O.C. [-i AND AT CORNERS AND ENDS LU Vw ° A INTERIOR DOOR HINGE ROTON 780-113 EXTERIOR DOOR HINGE ROTON 780-224HD s EXCEPT INTERIOR & EXTERIOR VESTIBULE 6 EXCEPT INTERIOR & EXTERIOR VESTIBULE) 7 INTERIOR PARTITION- TYPE C r8PARTIAL HEIGHT WALL 4. NOT TO SCALE 4. NOT TO SCALE 4. 3/4" = 1'-0" 092900-05 4. 3/4" = 1'-0" 092900-09-B ,Q V ry- H L Oo L W N I AREAS OF RESPONSIBILITY TENANT GC O (13-, ALL EXTERIOR SIGN PERMITS X W O O COMING SOON SIGN X [Q MONUMENTSIGN X N Q Q SEE REFLECTED _ _ _ _ _ MONUMENT SIGN BASE X O /� W CEILING PLLAN I BUILDING SIGN X U \, ■� Q DOORLOGOS X v LOBBY LOGO X Z Q 5/8"GYP. BD.-TYPICAL LIFE ESSENTIALS SIGN X W LOBBY ADA&CODE COMPLIANT SIGNS X (n ENTRANCE CLASSROOM ENTRANCE SIGNS X Ln -- LIGHT FIXTURE I I SIGN POWER CIRCUIT&TIMER X r771CENTER AT COVE Q � SUSPENDED CEILING I + + + 1 2X4 WOOD STUDS ;; AREAS OF RESPONSIBILITY nz r'L cmcm ACRYLIC O _ + --+ m + + + 309 2X4 STUDS 0 SEE REFLECTED _ _ _ _ _ _ _ _ _ _ --- , T 12"O.C. CEWNG PLAN r I 'f 20 e 5/8"GYP.BOARD 2X4 WOOD STUDS - N TYR 0y 5/8"GYP BD.ON STUD WALL S MONUMENT BASE BY SIGN BY GRADE GC TENANT WALL DETAILS a ENLARGED SECTION INTERNALLY ILLUMINATED A4. 2 _ 9 LIGHT SOFFIT AT LOBBY 10 COVE SOFFIT LIGHTING TYP. � � TWO SIDED MONUMENT SIGN 12 INTERIOR LOBBY SIGN 13 COMMUNITY CABINET SIGN JOB NO. 190142.01 4. 1"= 1'-0" ETi 027 DTL-028 4. NOT TO SCALE 4. NOT TO SCALE 4. NOT TO SCALE 4. 1-la"- '-0" 02019 qDA P.UGDA ALL PoGFRS RESERVED U KING TUDS (1) A OPEN DOOR SCHEDULE (1) AT OPENINGS 4'-0" DOOR SCHEDULE NOTES (2) AT OPENINGS 4'-0"To 8'-0" TYPE OPENING DOOR FRAME ASSEMBLY 4x No I POST AT OPENINGS >8'-0" 1. PROVIDE WEATHERSTRIPPING PLYWOOD SHEATHING NO. TYPE WIDTH HEIGHT THICK MAT'L FINISH MAT'L FINISH HDWR KEYCODE NOTES 2, POLYURETHANE FINISH ALL WOOD DOORS& SHIM AS REQUIRED WALL PER WELDED METAL DOORJAMBS � PLAN SPAN HEADER 100-A G 6'-4" 9'-0" 1 3/4 AL CLEAR ANODIZED ALUMN CLEAR ANODIZED 8 3. SUPPLY AND INSTALL ELECTRIC THROW BOLTS. TAT Ln HEADER PER 2/A5.1 OR STRUCTURAL 100-B G 6'-4" 9'-0" 1 3/4 AL CLEAR ANODIZED ALUMN CLEAR ANODIZED 7 PROVIDE POWER AND INSTALL OWNER SUPPLIED 19 WHERE APPLICABLE 2x6 WALL 2x4 WALL 101-A B.1 T-0" T-0" 1 3/4 SC POLYURETHANE P. HM PAINT I TOUCH SCREEN PAD a 101-B E T-0" T-O" 13/4 IHM PAINT HM BRONZE ANODIZED 6 <5,-O„ (3)2x6 4x6 102-A B.1 T-0" T-0" 1 3/4 SC POLYURETHANE P. HM PAINT I POULAW, OR 102-B E 3'-0" 7'-0" 13/4 IHM PAINT HM BRONZE ANODIZED 6 -- -- r1 >5'-0" (3)2x8 4x10 102-C D 5'-0" T-0" 13/4 SC POLYURETHANE P. HM PAINT 5 GENERAL DOOR NOTES � '� 103-A B.1 T-0" 7'-0" 13/4 SC POLYURETHABE P. M HPAINT I 103-B E T-0" T-0" 1 3/4 IHM PAINT HM BRONZE ANODIZED 6 03-C D 5'-0" T-0" 3/4 SC POLYURETHANE P. HM PAINT 5 : PROVIDE EXIT SIGNAGE PER SECTION 101 1 IBC. 104-A B.I 3'-0" T-O" 1 3/4 SC POLYURETHANE P. HM PAINT ALL DOOR HARDWARE TO CONFORM WITH ADA A 1/2" PLYWOOD SPACERS 04_B E T-0" T-0" 1 3/4 IHM PAINT HM BRONZE ANODIZED I REQUIREMENTS • ALL DOORS AND WINDOWS SHALL COMPLY WITH 04-C D S'-0" T-0" 13/4 SC POLYURETHANE P. HM PAINT 5 - WASHINGTON ENERGY CODE, 105-A B.1 T-0" T-O" 13/4 1 SC POLYURETHANE P. HM PAINT I • SEAL TOPS AND BOTTOMS OF ALL INTERIOR DOORS. WOOD STUD WALL--SEE PLANS 16d @ IT O.C._TYP 105-13 E T-0" T-0" 13/4 IHM PAINT HM BRONZE ADONIZED 6 _ • MOUNT PANIC BARS, LOCK SETS, PUSH/PULLS, ETC.AS 0 105-C D 5'-0" T-O" 13/4 SC POLYURETHANE P. HM PAINT 5 0 106-A B.1 T-0" T-0" 1 3/4 SC POLYURETHANE P. HM PAINT LOW AS ALLOWED BY CODE. o 0 06-B E 3'-0" T-0" 3/4 HM PAINT HM BRONZE ADONIZED 6 • ALL GLAZING SHALL BE TEMPERED. m TERIOR DOORS EXCEPT STOREFRONT SHALL BE • ALL EXNn - HEAD CONDITION DOUBLE STUD AT JAMB 106-C D 5'-O" T-0" 1 3/4 SC POLYURETHANE P. HM PAINT 5 0 - MANUFACTURED&ACCOMMODATE HAGER ROTON - - 107-A B.I 3'-0" T-0" 13/4 SC POLYURETHANE P. HM PAINT I -- � w � AA=A 107-B E 3'-0" T-0" 1 3/4 IHM PAINT HM BRONZE ADONIZED 6 #780-224 HINGES o `" w METAL FRAME--SEE DOOR SCHEDULE A • PROVIDE AND INSTALL FINGER GUARDIAN FRONT o O 107-C D 5'-0" T-0" 13/4 SC POLYURETHANE P. HM PAINT 5 L w o FINGER PROTECTION BY FINGER GUARDIAN USA(OR r o ry HEADER PER SHEDULE--ATTACH W/SIMPSON LCE4 107-D B T-0" T-0" 1 3/4 SC POLYURETHANE P. HM PAINT I o w = ry EQUAL) ON ALL EXTERIOR DOORS U o CLIP EACH SIDE AT EACH END (4 TOTAL) 108-A B.1 T-0" T-O" 1 3/4 SC POLYURETHANE P. HM PAINT I 2 o M • PROVIDE AND INSTALL IVES WS407UVC(OR EQUAL) Cu V SEE DETAIL A-A FOR (3) 2x HEADER 108-B E 3'-0" T-0" 3/4 HM PAINT HM BRONZE ADONIZED 6 Z F - 08-C D 5'-0" T-0" 13/4 SC POLYURETHANE P. HM PAINT 5 WALL STOPS AT ALL DOORS > > _ DOOR--SEE SCHEDULE • PROVIDE AND INSTALL SCHLAGE 8"X 35"STAINLESS a w 09-A B.I 3'-0" T-o" 3/4 SC POLYURETHANE P. HM PAINT STEEL KICK PLATE AT ALL INTERIOR CORRIDOR EXIST& F 109-B E T-0" T-0" 1 3/4 HM PAINT HM BRONZE ADONIZED 6 w w w F CLASSROOM EXIT DOORS 109-C D 5'-0" T-0" 13/4 SC POLYURETHANE P. HM PAINT 5 F F F cr F 2x BLOCKING • PROVIDE AND INSTALL BLOCKING AT ALL WALL STOPS w °- w a w LOCATE AT PLYWOOD SHEATHING 110-A B.1 T-0" T-6" 1 3/4 SC POLYURETHANE P. HM PAINT 1 o O O a 110-B E 3'-0" T-6" 1 3/4 IHM PAINT HM BRONZE ADONIZED 6 - w w w O O PANEL EDGES > > I10-C D 5'-0" T-6" 1 3/4 Sc POLYURETHANE P. HM PAINT 5 w w Z 111-A B.I T-0" T-O" 13/4 SC POLYURETHANE P. HM PAINT I 3 (I) 2x STUDS AT OPENINGS < T-0" III-B E T-0" T-0" 13/4 IHM PAINT HM BRONZE ANODIZED 6 ABBREVIATIONS o N N m LV (2) 2x STUDS AT OPENINGS 5'-0"TO 8'-0" 112-A B.1 3'-0" T-0" 1 3/4 SC POLYURETHANE P. HM PAINT I ° CONDITION 4x6 DFL No I POST AT OPENINGS > 8'-0"U.N.O. 112-B E T-0" T-O" 1 3/4 IHM PAINT HM BRONZE ANODIZED 6 ta – 113-A C T-0" T-6" 13/4 SC POLYURETHANE P. HM PAINT I AL ALUMINUM TYPICAL INTERIOR DOOR DETAIL 2 NON-BEARING WALL HEADER FRAMING 113-B C T-0" T-6" 13/4 SC POLYURETHANE P. HM PAINT _- __ SC SOLID CORE WOOD ArJ. = I'-0" 06110-04 114-A C T-0" T-6" 1 3/4 SC POLYURETHANE P. HM PAINT I IHM INSULATED/WELDED HOLLOW METAL 1. 3"= i'-9 08100-10 1 14-B C 3'-0" 3'-6" 1 3/4 SC POLYURETHANE P. HM PAINT HM WELDED METAL FRAME 115-A B.1 3'-0" T-0" 13/4 SC POLYURETHANE P. HM PAINT 4 GRID 116-A C T-0" T-6" 13/4 SC POLYURETHANE P. HM PAINT I 117-A A T-0" T-0" 13/4 SC POLYURETHANE P. HM PAINT 2 118-A C T-0" T-6" 13/4 SC POLYURETHANE P. HM PAINT I 118-B C T-0" 3'-6" 13/4 SC POLYURETHANE P. HM PAINT I _ ACCESS CONTROL NOTES 119-A C T-0" T-6" 1 3/4 IHM PAINT HM BRONZE ANODIZED 6 119-B C T-0" 3'-6" 1 3/4 SC PAINT HM BRONZE I • PROVIDE AND INSTALL AND AUDIBLE ALARM THAT WILL GYP. BD. 120-A A T-0" T-O" 1 3/4 SC POLYURETHANE P. HM PAINT I SOUND LOCALLY UPON OPENING OF ANY EXTERIOR 121-A A 3'-0" T-O" 13/4 SC POLYURETHANE P. HM PAINT I DOOR INTERIOR DOUBLE STUDS AT JAMB 122-A A 3'-0" T-0" 3/4 SC POLYURETHANE P. HM PAINT 2 • PROVIDE AND INSTALL A LOW VOLTAGE ELECTRONIC 123-A C T-0" T-6" 1 3/4 SC POLYURETHANE P. HM PAINT I CONT. SEALANT 124-A C T-0" 3'-6" 1 3/4 SC POLYURETHANE P. HM PAINT I DOOR LATCH SYSTEM ON THE MAIN ENTRANCE DOOR 126-A E 3'-0" 7'-0" 1 3/4 IHM PAINT HM BRONZE ADONIZED 6 TO THE LOBBY AREA THAT CAN BE CONTROLLED BY A 127-A A T-0" 7'-0" 1 3/4 HM PAINT HM PAINT 4 DOOR RELAY CONTROLLER AS NOTED BELOW. ' ALUMINUM STOREFRONT SYSTEM INTERIOR FINISH--SEE FINISH SCHEDULE 127-B E T-0" T-0" 1 3/4 IHM PAINT HM BRONZE ANODIZED 6 • PROVIDE AND INSTALL A MINIMUM 10"X 10"ACCESS 130-A A T-0" 7'-0" 1 3/4 SC POLYURETHANE P. HM PAINT 3 PANEL IN OFFICE 102 WITH 120V POWER ADJACENT TO 131-A A T-0" T-0" 1 3/4 SC POLYURETHANE P. HM PAINT 4 THE VESTIBULE TO RECEIVE ALL WIRING, CONNECTIONS, , 132-A A T-0" 7'-0" 1 3/4 SC POLYURETHANE P. HM PAINT 3 AND DOOR RELAY CONTROLLER FOR CONTROL OF STEEL STUD WALL ELECTRONIC LATCH I/4" 132-B D 5'-0" T-0" 1 3/4 SC PAINT HM BRONZE ANODIZED 5 • PROVIDE AND INSTALL DOOR RELAY CONTROLLER 33-A B T-0" T-0" 1 3/4 IHM PAINT HM BRONZE ANODIZED 6 33-B B 3'-0" 7'-0" 3/4 HM PAINT HM BRONZE ANODIZED 6 THAT CAN RECEIVE COMMANDS OVER AN RS-232C CONT. SEALANT- BOTH SIDES OF 33-C F 6'-0" 7'-0" 3/4 SC POLYURETHANE P. HM PAINT 4 CONNECTION (I.E.,WEEDERTECH SL RELAY- MODEL FRAME HARDWARE SCHEDULE • PROVIDE AND NSTALLL A DOOR RELAY CONTROLLER DC HOLLOW METAL FRAME-- POWER SUPPLY WITH SPECIFICATIONS AS PER THE DOOR ----------- HEAD CONDITION BASIS OF DESIGN MANUFACTURER&HARDWARE NOTED BELOW. CONTROLLER MANUFACTURER'S PARAMETERS. WRAP AROUND GYP. BD./SHEATHING HARDWARE GROUP#I:LOCATION:CLASSROOMS&CHILD TOILET ROOMS HARDWARE GROUP#5:COT CLOSETS r�, —_—_— [ _ • PROVIDE AND INSTALL A LOW VOLTAGE ELECTRONIC L� I EA. SCHLAGE SERIES PASSAGE-SI OD, SATURN, 626 SATIN CHROME FINISH I EA. SCHLAGE SERIES STOREROOM-SBOPD, SATURN, 626 SATIN CHROME FINISH DOOR LATCH CONTROL WIRES TO THE DOOR RELAY I s 895 SW 72ND AVE SUITE 200 3/4° MOUNTED ON INSIDE OF DOOR PORTLAND, OREGON 2 6 9 2 2 2 5 EA FLOORIWALL TOP CONTRILLER ---- � ' � � ' '" ' 1 EA. INTERIOR ROTON HINGE 780-113 IEA. DOUBLE COAT HOOK --- -- ---- ------- • PROVIDE AND INSTALL AM RS-232C CABLE FROM EA. FLOOR/WALL STOP TEL : s 0 3 . 2 2 6 . 1 2 9 5 HARDWARE GROUP#2 LOCAl1ON:STAFF TOILET ROOMS IEA. INTERIOR ROTON HINGE 780-I 13 VESTIBULE COMPUTER AREA TO THE ACCESS PANEL F A x : s o 3 . 2 2 6 . I 6 7 o STOREFRONT DOOR WHERE SHOWN HOLLOW METAL DOOR I EA. SCHLAGE SERIES PRIVACY-S40D,SATURN, 626 SATIN CHROME FINISH MENTIONED ABOVE,AND CONNECT IT TO THE DOOR W W W . C I D A I N C . C o M ON PLANS-- HM DOOR SYM. I EA. CLOSER HARDWARE GROUP#6:EXTERIOR CLASSROOMS AND CORRIDOR DOORS RELAY CONTROLLER. SUFFICIENT CABLE LENGTH SHALL I EA. FLOOR/WALL STOP IEAALARMED TRIM EXIT DEVICE WITH "LOCKED"/UNLOCKED" DOGGING INDICATOR BE PROVIDED SUCH THAT IT CAN BE CONNECTED TO FACE OF CONCRETE PANEL BEYOND . THE SUPPLIED VESTIBULE COMPUTER NOTE:A 'USB TO — – — – – GRID 1 EA. INTERIOR ROTON HINGE 780-113 1 FA, CLOSER RS232'ADAPTER SHALL BE REQUIRED. . . . . . . . . HARDWARE GROUP#3:OFFICES I EA. DETEX 03AN EXTERIOR PULL HARDWARE . VERIFY ELECTRICAL REQUIREMENTS FOR ALL SECURITY 224HD EXTERIOR ROTON HINGE 780- CONT. SEALANT IEA. SCHLAGE SERIES ENTRANCE-S51 PD,SATURN, 625 SATIN CHROME FINISH EA. MATERIALS ETC. FRY"J" MOULDING EXTERIOR I EA. CLOSER I EA. WEATHERSTRIPPING • ANY BURGLAR ALARM OR SECURITY SYSTEM SHALL BE I EA. FLOORM/ALl STOP 1 EA, FINGER GUARDIAN FRONT FINGER PROTECTION THE OWNERS SOLE REASONABILITY EXTERIOR FINISH OVER PLYWOOD JAMB 1/4"GAP WITH BACKER ROD AND CONTINUOUS I EA, INTERIOR ROTON HINGE 780-113 HARDWARE GROUP#7:EXTERIOR VESTIBULE DOORS SHEATHING CONDITION SEALANT HARDWARE GROUP#4:STAFF LOUNGE,SPRINKLERIELEC ROOM,JANITOR CLOSET,KITCHEN, I EA. PUSH/PULL HARDWARE--SUPPLIED BY STOREFRONT MANUR KITCHEN,GENERAL STORAGE AND SERVER CLOSET I EA. CLOSER EXTERIOR FINISH OVER PLYWOOD SHEATHING I EA. WEATHERSTRIPPING EA. SCHLAGE SERIES STOREROOM-SBOPD,SATURN, 626 SATIN CHROME FINISH EA, -2SI DOUBLE CYLINDER WITH SECURITY INDICATOR I EA, CLOSER HARDWARE GROUP#8:INTERIOR MAJN VESTIBULE DOORS 5 ALUMINUM STOREFRONT @ WOOD FRAME WALL s EXTERIOR MTL. DOOR JAMB I EA. FLOOR/WALL STOP I EA. INTERIOR ROTON HINGE 780-113 1 EA. CONCEALED ELECTRIC THROWBOLT WIRED TO DOOR CONTROLLER w/ Q S. 3"= 1'-0" 08400-0I rJ. 3"= 1'-0" 08100-13 1 EA. PUSH/PULL HARDWARE Q IEA. CLOSER V Lu .w rwip pwi Li– co w N TEMPERED 6' P. O G O ON TEMPERED 6" P. GLASS F GLASS Vs U 0 STOREFRONT BEYOND ZW FACE OF FINISH o = O ( ' Q ALUMINUM STOREFRONT DOOR Lu Lu Q SYSTEM HOLLOW METAL DOOR AND FRAME A FLUSH B FULL LITE B• I!2 LITE C I/2 DOOR W N 6'-4" L INTERIOR EXTERIOR INTERIOR EXTERIOR 1'-8" 3'-0" 8" SLOPED CONCRETE SLAB SLOPE CONCRETE SLAB "W" 'W JE "W" \ Y INTERIOR ALUMINUM THRESHOLD TO MEET ADA ALUMINUM THRESHOLD TO MEET ADA 9 _ FINISH ACCESSIBILITY STANDARDS--SET IN BED ACCESSIBILITY STANDARDS--SET IN co FLOOR OF SEALANT CONTINUOUS BED OF SEALANT 6" P. EXTERIOR WALKWAY / \ TEMPERED / \ 2" MAX EXTERIOR WALKWAY GLASS i i x o Y Ix INTERIOR FLOOR FINISH V F., x DOUBLE FLUSH 2 LITE EXTERIOR LOUVERED STOREFRONT DOOR SCHEDULE& DETAILS l l DOOR TYPES A5 . 1 a 9 ALUMINUM STOREFRONT DOOR @THRESHOLD io HOLLOW MTL. DOOR @THRESHOLD JOB NO. 190142.01 S. 3"= I'-0" 08100-OSA5. 3"= 1'-0" 08100-03 C 02019 CDA.P.0/CIDA ALL RIGHTS RESERVED N U WINDOW SCHEDULE RELITE SCHEDULE OPENING FRAME OPENING FRAME (3) 2 X 8 TYPE QUANTITY WIDTH HEIGHT SILL HEIGHT MAT'L FINISH NOTES TYPE QUANTITY WIDTH HEIGHT SILL HEIGHT MAT'L FINISH NOTES 4NY1Y A 11 G-0" T-0" 2'-0" VINYL DARK BRONZE F 2 4'-0" 4'-0" T-0" STEEL DARK BRONZE SEE FINISH SCHEDULE T w Un B 4 9'-6" T-0" T-0" STOREFRONT DARK BRONZE F 1 T-0" T-0" T-0" STEEL DARK BRONZE B.1 5 9'-6" T-0" 2'4" STOREFRONT DARK BRONZE a-� C 1 T-0" 9'-0" 0'-0" STOREFRONT DARK BRONZE INSULASEE 8/ATION FOR FOUNDATION • --t • D 2 5'- 9'-0" -0 0' " STOREFRONT DARK BRONZEPORTLAW, OR E 2 3'-4" 9'-0" 0'-0" STOREFRONT DARK BRONZE AIL 7" ALUMINUM NOTE:ALL GLASS TO BE TEMPERED. O STOREFRONT SYSTEM WITH THERMALLY 5 6 Q1, 6BROKEN FRAME 9'_6" . 9'_6" 6'_4" A5.2 5' 4" A5 3' 4 A5.2 SHEET METAL DAM 2 2'-1 I ' 2' 2'-11" 2 T-0" 2" 2 T-0" 2' T-11" 2 2'_11" 2" 2 '-2" „ 3' 0" 4, ' " 2,. 2 Y-0" "I'-10" 2" 2' 3'-0" FLASHING-- T-9" 2'-9" TURN UP ENDS iV iv N 3 STEEL WINDOW FRAME JAMBS 5. I"& SOLDER JOINTS--SET IN o 0 0 0 is o� II It It o� II o� "W" ry ry A5.2 .2 - A5.2 A5.2 CONTINUOUS BED OF Nd 7 N iv SEALANT `" HEAD CONDITIO o / 2' P. o Z LD 0 r3 "' A5.25. rvo ory M�� 0 0 q a= GLASS Q d m U o; ory 12 12 , q a 3 3 F o Q d W W N N A5.2 / \ A5.2 \ 12 i 2 i, N 4 .d w w w N 0 WHERE OCCURS \ A5.2 2 q UL: 4 4 � � h L ILI\ ri Q Z Z Z H F 0'-0" F.F.E. A5.2 U-0" F.F.E. A5.2 / v 0'-0" , J FINISH FLOOR F F UJ F d Q n- d d w d O O O a O 1/2" GLASS STOPS '/ p EXTERIOR NAIL-ONA B EXTERIOR STOREFRONT 6,1 OESTOREFRONT- D E F RECITE MB o OPPOSITE CONDITION H - N M C ✓l 1 WINDOW TYPES 3 TYPICAL INTERIOR RELITE DETAIL tl�4 STOREFRONT SILL @ SLAB S. 1/4"= 1'-0" 5. Y= I'-0" 08500-02 5. Y= I'-0" i i STUCCO SYSTEM STUCCO SYSTEM i — STUCCO SYSTEM MASONRY TIE PER 1 1 STRUCTURAL HEADER PER STRUCTURAL HEADER PER STRUCTURAL WOOD STUD WALL W/ i }""AIR CAVITY R-21 BATT INSULATION ' WATER RESISTANT BARRIER-- WATER RESISTANT BARRIER-- 1 BRICK VENEER LAP OVER FLASHING LAP OVER FLASHING WATER RESISTANT BARRIER-- 1 1 1 WOOD STUD WALL W/ LAP OVER WINDOW FLANGE i i R-21 BATT INSULATION SHEET METAL FLASHING A SHEET METAL FLASHING 1 i WATER RESISTANT BARRIER-- SELF ADHERED FLASHING STOP-------- j LAP OVER WINDOW FLANGE ALUMINUM CASING BEAD-- INSTALL FLUSH 3 �_ ALUMINUM CASING BEAD-- W/FACE OF WINDOW FRAME BELOW Z Z INSTALL FLUSH W/FACE W` SELF ADHEARED ALUMINUM CASING BEAD-- INSTALL FLUSH OF WINDOW FRAME BELOW FLASHING STOP NAIL-ON WINDOW W/FACE OF WINDOW FRAME BELOW J NAIL-ON WINDOW BACKER ROD&SEALANT STOREFRONT WINDOW SYSTEM N 1 15895 SW 72ND AVE SUITE 200 NAIL-ON WINDOW PORTLAND, OREGON 97224 T E L : 5 0 3 2 2 6 1 2 8 5 F A X 5 0 3 . 2 2 6 1 6 7 0 EXTERIOR INTERIOR iEXTEdWp4IOp INTERIOR E0TW{ptlIOp 1INTERIOR W W W C I D A I N C C O M EXTERIOR INTERIOR s NAIL-ON WINDOW HEAD @ STUCCO 6 STOREFRONT WINDOW HEAD @ STUCCO NAIL-ON WINDOW JAMB @ STUCCO a NAIL-ON WINDOW JAMB @ BRICK p 5. 3"= 1'-0" 5. 3"= 1'4' 5. 3"= 1'-0" 5. 3"= 1'4' c L LN •�. .� - O '. ZO STUCCO SYSTEM MASONRY TIE PER U O STRUCTURAL W O EXTERIOR $ WOOD STUD WALL W/ j I z""AIR CAVITY N Q Q NAIL-ON WW R-21 BATT INSULATION INDOz ALUMINUM STOREFRONT SYSTEM--,, BRICK VENEER L u � WATER RESISTANT BARRIER-- U 0- CONT.SEALANT WOOD STUD WALL W/ >> V 0- LAP OVER WINDOW FLANGE R-21 BATT INSU ATION w SHIM AS REQUIRED i z Q CONT. SEALANT 4" SELF FLASADHHING STOP SHIM AS REQUIRED BACKER ROD&SEALANT FLASHING STOP WATER RESISTANT BARRIER PT BLOCKING ALUMINUM CASING BEAD-- I W (l) BACKER ROD&SEALANT INSTALL FLUSH W/FACE SELF ADHEARED = Q -1 OF WINDOW FRAME BELOW FLASHING STOP PT BLOCKING ""AIR CAVITY N }""AIR CAVITY FLASHING - BACKER ROD&SEALANT — BRICK SOLDIER SILL STOREFRONT WINDOW 8 FLASHING WOOD STUD WALL W/ BRICK SOLDIER SILL R-21 BATT INSULATION WOOD STUD WALL X STOREFRONT WINDOW o R-21 BATT INSULATION WEEP HOLES 0 24"O.C. MAX m 4 - WEEP HOLES @ 24"O.C. MAX WATER RESISTANT BARRIER g WATER RESISTANT BARRIER - -- -- JEXTERIOR ICOR 3 0=108 INXBLQg WINDOW TYPES& DETAILS A5 .2 g 9 NAIL-ON WINDOW SILL @ STUCCO 10 STOREFRONT WINDOW SILL @ BRICK 11 ALUMINUM WINDOW JAMB @ STUCCO 12 ALUMINUM WINDOW JAMB @ BRICK - � JOB NO, 190142.01 5. 3"= 1'-0" 5. 3"= r-0.. 5. 3"= 1'-0" 5. 3"= 1.-0" C ©2019 ODA,P.CJCIDA ALL RIGHTS RESERVED U U n a n a PREMIUM ELECTRIC STRIKES N40"' N417 Options and AccessoriesPREMIUM ELECTRIC STRIKES N417 N-1V 74RI Electric Strikes a-) For Adams Rite 7400 Ultrallne Electric Strikes AS5 ! • • • Fen zela.�de®mean Poster ! 1 hit,ail"Ea Jamb Preparation ff a a.1 or otltY LgNI tl reaure0 ro tai an cg..wMz ne W«IMeiorc am for ome,rung dmr•_coq,Nds or omen ® l"ePW. s2,Kce 113, 6.d24 YAC/•/CL Gann,WCT°,•b^renee:c .- r - eleY[fK shkPtdOrlg.d'R"Xemdng'411tPm wtdt tlx.e igmlpn cagaal[mat wry Som Oe'srdHaO'I-3/4'OISkOM Otat _ � 2tLLW2 Options & Aeeessortes aromla gLLred. JNese�nlor .arn�nlwlm�aamoaceaoe «w� 74R1 - am awlabe In 1 a rclemnn. e e d e r T w. This Moen udtes two lens«iwnrins:ore a acwalea Dy Me V1 - / W TS S R M ® For Adams Rite 7400 UlValine Electric Strikes W=�OPale7atmn dnuasrte iota meadx7Mu,e n,ernawm ,see Me Is lwa-e-1 � Iz .1a3 <ao F- ANSIBHMA Type E09321 (Grade l) --. Cls bockt Ole sdYel retard. 1DwrCa4ea ne toime Ea'ei 16 .m .458' '7` ` • {• ttlefeswknes can amceused mirrerwrrlect tvosbikes In-man 1-1,:e-o.leas Mom not un74000r z-,n' 4 .We 23o • l ('Cllnologles • • ® O LS[7400SO I,Yr U"is,_0r 23/3 rap'a eredock S®rdtnrq svl a LEwta Ocgs.n dere rams. •Beq" 16 V0C a6 ) 14W v� [ [nP SdeM1O C.eaa14Nm6CIXKIdkV IfIPSWI[ Lrx14..1"I Liq.ee092-IR- ° p/�ryt��Ll� �Sp PCWeo ey dyes, f•/NVA7400-16VDCI I)OR7LAIO1 DIt von,•„w:Diose„nm°n,oa,,,lc::maeo,r,,,,ea„ae,n, tc.>.eoo:11/16- Lx.7.ee.lo=:,r I 90-A Elea, Pkwy MN. Fort Walton Beach. FL 32548 www �m Voice/Fax 850-M3-5723 a Q SWICn fYL INYn ndrNry O(Yn and lWrN6y c16ttl,Fels sO tRy U14740eea 13ar4ff Leg40612 13ai' Ar a • 9m Pmt ,7 .Wpoedmelner male Ol oenka tlRllL YAlYll lltl•e V1e0/ LLItleo, st LAXP 8 122J,8- D4Neb/ • rree0'P'erabk zaM1Mns. Laxa4000sz Lm40ar=a A or•r,s von L=N1400062-IN' ,'•e-URS N • Ores Solid State Relay Module 1 � aoNaquva�"en�aNMen,wr ® • ®esa ;MMM,a mMmt1.0aYmra¢9Sn ubl c..c,uiw mr Nitre, OAan . W6.d I I w Dua r . o 6eR�tlan gGM WOO4W O r�lb�e9 MM I I :I // �- • o p ® 1eo° war x List 29-0318 Reidn« ula034) FEATURES Prieto Nom IN O _ D + ACsom • 5 optically isolated solid state relays Price $69 0 .[ Reetlfler Carve-we"o wtage AC m.Dc lYame wage vvann ® V(aS! ♦Punct,/n a.•+�r .B 4 '•'Ci el 0 {� INn,Used an WCMnneO ednsbrtller a(tl Seilx.FUll wdm Q•vA]e p•uki"e �Y/wY O tL .Raeez am mo ® � Approx I'x 3-3/8•x l-)/I Asemlmortlsed sbike for tin a*devices hating .F...•..6 • DIP switch addressable: stack up to 32 N z I ..n-o"" r4n6seLze Zinc-aluminum alloy. 3/4•Pullman type boles without as allay tats. modules on the same rt for 160 relays. N O ,U O O . o» PrWdes electrical rtmom controt almWng door I Y N • 0 0 =eoxtl • •. r V Fall-Sale/Fail-Secure ® so open wthoutaauaumMmeexit device. Wire relays direct, t0 existing SWItCheS t0 = oN n Prwoes fa audbe,ndiumcn owner a DC rotes ax"guea. " . , Field selecbbk tonne of installation. This nonhanded stoke mamms w ukracompat • . • -. - • Y y g U p N o �IY operates VDC 16 VDC a 34 VDC sC4s, wOc)400 design and a stainless steel Spk]aw With WH ~ N N Tn;s caxr pule:,oe dm VStrikeO saerh4�•1+rmdxzee•�^9�Wa,room. allow software control of their o ration. =i9^a su�pv/m«os,ry owom ma Opening 24001bs. of holdig torte. the strilre Meares oraraemd nrw,aenwady Inondua:ytrxeovainmanozg Patestlens,r. Ong saeus PS-1 • pan. 5/8'x l-7/16'x9/16•deep.Bot retainerjaw is e4ectncarty with up to 351bs of door"preload and�rera,amn-:nsovcuom `- pPr9 wegntappox One. Power Supply stainless steel. Strike accepts Pulman bot a essute ereried on doors a"conditwdn r.r-,-,.r�,ar °�°°^• • Control each rete individual) or u date all 1w ed 9 roar a Y Y P i- a eros .• .. exitdtvices without deadlocking bots. systems vole comm n electric hardware welch ; ,�. rLrana"a F F F g Carw•rt1I2aACm 1N+C/Z4NC Racedw Vbearry oup,tat can disade common ekclrk Sbikes Seigle •' • F ^a ��g welgrMM xAa a dOaMeme n, I ^g five relays as a group. z z z g hdbH nMed and r9ul3ed vciu'.output as P. �MoN111ng Fiatl�Housing soleno4f operaks on l2. Ib.or 24 wit �m� w W w 46" ewxrc slnkes mgleac rocks a cone access crow deves. Measures l-3/4'x 9'x it/T6'deep.Made of power.Strikes are equippedwtha quick connect nadr>Iree- ly rrouued swtme[Pwm rum '•. a.�I2WK4pmntm24VX Ru i, stndardeastwla n type nnate'Min Me1000otaen9agedInMevte,aasmda • Read current on/off state of relays from host. o- a 0- � ire 'Transformer 4606 Duma ds RMFR War,momr lz or 1 Ix 24 epcxyN nntxna Clezic ark Bronze ARdKa P�}i NP 7481 M 130 omnm piled ae bd aha ee n,ara mdeoeaz oreutaain.n res oadery oad„o pow•erwm lz Ix 24 vDc epwymmatdl Clea Dark&ooze Aatlized cn9e y W W w Y d 11'iAlfMran apnap uttt onorcut,xum malteds pOwe input. and Blas(Anodized finishes. Emir ieurea-4wZ4w6Tar,10mc[4w3 Radfie! std W W W u• *r•a1 • On-board relay closure indicator LEDs give - > 2' O z Iso slvecnal psne,vmdna eUril•4r1•L ax- b p p 3 Q =tTMm- I2� era a� y >P•« `° ^� • "R= visual confirmation of rely ontoff states. Adams 260Sama Fe Street �A,4 Adams 260 Santa Fe Street 1r•um.rnars renAgdkM al4rrnw podurn metcwmyrn sYste^. Y w w w w J �Rk• Parma,California 91767 \'J Rk! PtxnOna.California 91767 16 VDe Aeapar-VA74M I6WC mweed wMn unrg a � F- F- 18001 87 2-3 267 Fax:t80ol 232-7329 �� p1001 87 2-3 2 67 Fax:18001232-7329 em,oaemw.r,vu.cm AI�lAAt3lW wwwadamzme.eom e,m.6w.,"n•.«�.K,,..�re 16voc Prove nSSAABIay wwwadamzdDeKom • Delay timer allows momentary relay closings o n A N N m and openings with a Single command 1 ELECTRIC STRIKE - ENTRY DOOR 2 ELECTRIC STRIKE - ACCESSORIES • Built-in sequencer for complex triggering. SPECIFICATIONS • Set default state of each rely which will be Relay Type 5 SPST normally open 5. NTS 5. NTS loaded upon Y Pro power-up. Voltage Ranges 0 to t250V • Industry standard RS-232 interface. Meets all IDC. or AC peaks EIAiTIA-232E and V.28 spec cations- Maximum Current 190 mA i4,:or DC) • Wide power supply range (8 to 30 VDC). Relay Isolation 4.00D VRMS • Screw-terminal connectors used on all inputs On-State Resistance 10 Q maximum LET t MIC111 HN APPRIA D sm and outputs. FOR ENGINEERING C REVISE Is REDRAWN 266D aN 07-14-77 Off-State Leakage 1.0 4A maximum REFERENCE MY O VENDOR CHANGE 1438 27[8 86111 08-30-77 DESCRIPTION Relay Turn-On Time 3.0 mS maximum a" RED E Dm NOTE 4 4081 e[31 05-15-81 WIRE WIRE Connects to the RS-232 serial port of a PC. Relay Turn-Off Time 0.5 mS maximum F NOTE 5 5245 [EN (6-116-81 DIlaptop. or other host. Relay outputs Can be Vv red DIODES G Am NICE 8 5729 BIN Ile-26-93 Processor PIC16F628directly in place of. or in parallel with, existing (4 RE9'0) H [F41NGE fM3RALL DEWS 6 WIRIN6 8792 MP 02-17-94 low current pushbuttons and toggle switches to Clock 4 MHz C PO J 04NGE 10 NBI 2 AMP R1iIIFIER 9042 W 133-22-95 enable software control of the switch operation. , K AMM:i INS $TTIBBif,VIRE, u, ND1E5, g Outputs can also be used to switch external Communications 9600 Baud. N. 8 1 PA 46D3 WAS 21-M solenoids. actuators, or high current relays A M� WIC © M. I . . , . relay can be instructed to open or close and Power Requirements +8 to +30 VDC " . SHRINK 1tB]NG 25 Mix. 3/8 Mux. (4 PICS) remain at that new state, or switch back to the Current Draw 13 to 75 mA (4 PLCS) cr 4° ,L , MALITY CONTROL TEST 6 CHECK IMISTRUCTIWS previous state fter a user-defined delay period " � Built-in event sequencer allows user to load a Operating Temperature -209C to +809C A) SET SIMPSDN METER CIV +DC & RXi, WH-TE ELECTRIC STRIKE o t 1 a I series of relay on/off patterns and time delays Board Dimensions 3.1"x 2.0" x 0 7 UINTERIORS B) INSERT BLACK LEAD TO COMMON JACK AND RED AI � l " • which will execute sequentially. 7lD Mix. Weight 1.8 oz READ LEAD TO + JACK, RED --- rA( 15895 SW 72ND AVE SUITE zoo C) ATTADi REO HIRE FRCP1 SIMPSCN METER ID EUCK ___ _ .1 Weeder Technologies WTSSR-M PORTLAND, OREGON 9 7 2 z 4 _ EITHERRED WIRE OF THE RECTIFIER, T E L : 5 0 3 2 26 1 2 8 5 I A x : s o 3 . z z 6 . 1 6 7 0 D) ATTACHAM BLACK MIRE FROM SIMPSDN METER TO w w W . c 1 3 A 1 N c . c o N WHITE RECTIFIER WIRE. THEA SHOULD BE 6.03,5 CONTINUITY & METER SHOULD SHOW READING. (4 PLCSI L •510 MAX. se E) REMOVE BLACK WIRE FIRM SIMPSON METER / . AT Tl•E WHITE RECTIFIER W[RE 6 ATTACH Address Setting TranstRec Irxlicarort ED TO TFE SLACK WIRE RUM RECTIFIER. This DI P switch sets Flashes whenever there is address of the Data M communications betv4een THERE MUST BE NO READING, ,259 MAX, and determines the h hast PC and Data Module character of its data 9. PUR"MI FROM DIUE , INE. LNOE R P/N BRBM tR ENGINEERING APPROVED EOUIVALEN1 6. FULL WAVE BRILXf RECTIFIER 2 AMP 2DO PIV MIN, nae RMte rrudc set roper OF 1b115 es>E ss 7. 418 AYG YCRE,FDR -20'C 70 13O°C W. AND 0.085 MAX O.D. 0 m n 4me,®r mrTrF!lrtu uD tMt6+'mna7 ADAMS RITE MANUFACTURING COMPANY 6, MIT MIST BE IINSTRUMD FROM UL LISTEN res M Mswae wt rwD,:1 ws 1mpP uwnna)� � so cucA R 161Ri OW MIST ADAMS; LETTER OF CERTIFICATION LIA"41, Fii [naltnlilat ACIalslt IFFMI( . )m MAIN VESTIBULE BOX FOR WALL RECESSED BOX FOR WEEDER °' MIST ACCOMPANY EADi SHIPMENT. kLPuekl. lertr:`lxit 4w 1N4Pk@R010 fow Cam,ae-rot.rut,tl®,saa�a RS-232 R tr; RS-232 RECTIFIER Stave Port gxmc mm sw,aa:oc us.�s olleaml m �-J i lost PDR 4.3. MATERIAL:ZINE PLATE (.00072.0003 TIK) TYPE I a-M PER ASTNF�33. IN WIT aAn M2 DI 14_77 FINAL Am 4603 ELECTROMAGNETIC ELEVATION MOUNTED ACCESS ENTRY RELAY TYP. IN OWNER'S OFFICE . connects to iI Connects to 11Ya Host port Il 0[I Q the se nail 2, ALL FILLETS RADII ARE 0.015 MAX. Rtes i' ea/c1 OLO01 DAtE kfxf AffY tX an+7NTef port Of 1. ALL DIMENSIONS ARE INMES AN) TO1HEDRETIM AAa MINERS RNC= - .1� 6 FOR MAIN VESTIBULE DOORS 7 MONITOR MODEL #35M2S-W-L �8 MODEL # LEVITON 47605-140 D aM«tAe. host PC XX NOTES: (UNLESS DTHERng SPEC)FIED) WE y «°DS SCALE 2: I SIZE B m 4603 5. NTS 5. N iS 5. NTS SETTING UP SCHOOL LEADER DOOR CONTROL if, Ievala EM IMalm I DATE1 W Typical SchoolLeader Door Controller - ® ® u 0 ;-. _ W 3.71 .25A 01L N0, 4605 WAS 20-035 9M I. READ INSTALLATION INSTRUCTIONS COMPLETELY FOR ALL t - #• a c. .a -E" d � (43.5) (5.7) ITEMS PRIOR TO INSTALLATION. 0 I C/) Configuration I Roby N c•tterLEDs LU N 25 43 70 2. PURCHASE AND INSTALL"WTSSR-M SOLID STATE RELAY Tums on when the relay Z z (118) (l I) ( 19) F •18 MODULE"FROM WEEDER TECHNOLOGIES. (850) 863-5723 s closed,toms erred. n O FT1B(4) the relay s opened. Y y TENANT U O By TENANT 3. PURCHASE AND INSTALL*USB TO SERIAL ADAPTER* FROM W O .53 ll� a WEEDER TECHNOLOGIES Power Source Jumper Power Supply inputs Relay Outputs I-_ o m By TENANT By LUGC By LUGC rybam power from rode nal input Will accept any voltage Optically isolated solid z rY if 4. FOLLOW THE INSTRUCTIONS TO INSTALL THE"WTSSR-M SOLID l' terminals,or from an upstream between 8 and 30 VDC, state relays can switch 0 W cl� RS-232cr+8-430v do Power Supply STATE RELAY MODULE.* Data Module via the host port, up to 190 mA each W Q 1.89 b I u W 2.44 2) 1.34 Sq> (49) 0V _ 5. DOWNLOAD"MODCOM"SOFTWARE ACQUIRED FROM OYA 110v AC WEEDER TECHNOLOGIES WEBSITE AND INSTALL NOTE IF USING Checkpoint Computer - Z Connected to COM Port X OUTLET WINDOWS VISTA"WINHLP32.EXE"IS ALSO REQUIRED AS NOTED /(lam By WGC AT THE BOTTOM OF THE"WINDOWS SOFTWARE"WEB PAGE W (��j�/) Door Relay Controller By LUGC WWWWEEDTECH.COM Q LOAD NOTE: COM Port X=Any By LL/GC 6. USING THE CD PROVIDED WITH THE"USB TO SERIAL ADAPTER", � 24Y 40VA Low Voltage Q _ available COM port on INSTALL THE ADAPTER DRIVERS.THIS MUST BE COMPLETED RIO -- "-'- ------' - \10� Checkpoint Computer BEFORE RUNNING THE MODCOM SOFTWARE.FOLLOW THE ON u rControl Line II SCREEN INSTRUCTIONS TO COMPLETE THE INSTALLATION OF oa' [NPIIi V0.7AGE: l20 VAC DOO THE DRIVERS. ionows ByLL1GC -r --- - --------- --"--"- ---------- •" ' •` --"---'------------ OUTPUT VOLTA6E: 24 YAC/12 VPC -- FDETAIL "A" 7. PLUG THE"USB TO SERIAL ADAPTER"INTO ANY USB PORT ON J ® RAT[NG: 40 VA (24 VAC) / 30 YA C12 VAC) SCALE : 2X DOOR I THE BACK OF THE COMPUTER { 13 2.32 �p , •A' AGENCY APPROVQ: UNDERWRITERS LABORATORIES, #U_ISOS/CSA TRANSFORMER BY LUGC tp- sa- w (59) wC7� 8. FOLLOW THE ON-SCREEN INSTRUCTIONS AND ACCEPT THE i t r / SOURCE: HELMS-MMR INDUSTRIAL, ARCADIA G. PM 1`57-NERN OR INSTALLATION OF THE DEVICE. \J EKXERING APPROVED EGUIVALBJT Door Relay Controller can be any device that can 9. RUN THE MODCOM SOFTWARE AND DESIGNATE THE DESIRED ---- -- - - receive commands over RS-232c connection ,e$caste anlea nE moan s 766e me anr, COM PORT TO BE USED. m nam EPsr ren, aaee atom®OL7 e) ADAMS RITE MANUFACTURING CuMPANY s I ' ru nr aalesr Pa^m1,r•e tmm 1rlenmsm stun:aI VPIm At[. Ma Lock Sensor atm®n �o�s m t r ® nom t(310)MOSi m� t1e) 9 (e.g. WeederTech SL Relay -Model WTSSR-M). 10. CONNECT THE SERIAL CABLE FROM THE VIrSSR-M SOLID STATE naaMsaEa. and Push Button htt ://www.weedteclicomiwtssr-rahtrril I ......- 5. ODfNSIOS IN PARENIIESES ARE IN METRIC. POWER SUPPLY/TRANSFORMER P RELAY MODULE TO THE"USB TO SERIAL ADAPTER" tune mala ills tee Bat r14 s coat'"m i I I 1 4, FINISH: a Kr rets=aa,m waw®asmm m I�k4S Belled CIE PBML ASST t + 0.773- ZSS- 0.775 :, 3. MATERIAL: masa dim atniumroue All MENDOZA 36-21-99 4500 �•� �l DETAIL ENTRY LOCK 2. ALL FILLETS Mn RADII ARE 0.015 MAX. ore eTl� ea,vm oeaxl rE itrxr Lm By LUGC I L CONTACT WEEDER TECHNOLOGIES (850) 863-5723 FOR ANY ;♦--► �.��I 1, ALL DIMENSIONS ARE IN INDIES AND ID THERETICAL CORNERS F.k m .7a M. PANOSSIAN 16-21-99 ADDITIONAL SETUP OR TECHNICAL QUESTIONS. 1 NUTES: IULESS DTHERNISE SPECIFIED) >m L R e'a 4605 xes a r SEALE 1 : 1 SIZE B x ^ A53 3 3 I' 9 ELECTRIC STRIKE - ENTRY DOOR �o DOOR CONTROLLER CONFIGURATION DIAGRAM & INSTRUCTIONS �2 RELAY MODULE 5. NTS 5. NTS 5. iia" - -o" J NO. 190142.01 02019 ODA,P.CAODA ALL R1GHr5 RESERVED 0 - 12 TAIK M. Un STI STOPPER' yq/,Vt /(/C3 Electrical Options - STI STOPPER 11 Dimensionsand Technical information Alarmed Rim Exit Device (V40xE B/EH) - R - Remote Signal (Form C Other Value Series Alarmed Panic • Delayed Egress (EE) POtTLAIO, OR �[1, Stopper 11 Models Indoor Use: TESTING signaling when alarm sounds) Devices Include: �(�•' STI-1100 With horn for flush mount a has been tested and approved or listed by: - Delayed Egress with Magnetic rrrVVvaaayyy222��-'S3„ Protective Cover To Help Stop Malicious and S71-1100RC" with horn and relay flush mount UL/cut Listed No.52466 The V40xEB/EH is designed for primary and secondary exits that require an alarmed panic device. • LBM-Latch Bolt Monitoring •Weatherized Alarmed Device Lock(EM) Accidental false Fire Alarms STI-1130 with torn and spacer For fire alarm applications, u138 requires outdoor listed veered b standard 9-volt battery Sit-1130RC" With horn and relay with spacer stations for outdoor use The 100c1B alarm will sound when someone attempts to exit, alerting management to the unauthorized Po Y This unique and patented device has been helping STI-1200 Without horn flush mount •Factory Mutual No.OG6A2AY(511-1 too and STI-1130 only) exit. Available in various configurations, the V40xEB/EH provides security while meeting all fife safety (EBxW) ... ........... - - -state of California(obtain local fire marshal approval) Accessories- sto false fire alarms around the world for almost 30 ,�,. ___ sn•u3o 41-1200 with spacer concerns, offering an exceptional value. P •NEMA 3R Rated (Dory for stopper a models with backplate 9 P yeafs, without restricting legitimate alarms. It offers j:, weather Stopper with gaskets(Indoor/outdoor rated): and gaskets) • SNI -Sex Nut Fasteners NSK-Narrow Stile- for 2" narrow Outside Trim (see Value Series )> SII-1150 Stopper II with horn flush mount (indoor/outdoor •MFA 49-00-E(STI-1200) excellent protection against physical damage (both rated) •ADA(Ompliant (UL certified N0 52466) stile glass door applications Trim Options) accidental and intentional) and grime as well as 511-1150aC^ Stopper II with horn and relay flush mount PATENTS • KS -Key Stop-key removed only (indoor/outdoor rated) •united states No. 4267549, Canada No. 1147828 ,. , L=--- when armed O severe environments inside and out. It is ideal for STI-1155 stop er11with horn and spacer(indoa/outdoor o schools, colleges, hospitals, nursing homes, stores, _ ate) xdaxxouxA— V40xE8 Teehnieallnformation - N STI.115SRC" Stopper 11 with horrl relay and spacer(indoor/outdoor - rsmwn wd+Eaa3ey+EeaNaa norsaa hotels and public buildings of almost every kind rated) caER --5S M r Aomm 1 qen GaldaepwaNS) Door Types-Wood. Hollow Door Thickness - Fits standard Machine and Sell-Drilling Screws where there is a threat of false fire alarms. Sit-1250 41-2200 flush mourn and gasket 12.481"1 N STI-3150 41-1200 with spacer and gaskets .--.e.:.nsem„� Metal. Fiberglass 1-3/4" -2-1/4" (Std.) N Z vwi i V40xEBx7llxBLK o 0 Y a HOW It Works E Accessories: swwRw,nscn rm.MA.4moRa4 •Aluminum doors need to b-e Door Stile -Fits 2-1/2" stile doors • Optional Sex Nuts or Security N a v N Stopper 11 consists of a clear, tamperproof, super • SII-3100 2"conduit spacer with 1/2" conduit entry(no gaskets 5°Axa Rs Mp,emm> i M(stmm) nR x_eaa aapa.et ordered as a Narrow Stile (NS) with 98 semi-mortise strike (Std.) Torx Screws available o v o tough polycarbonate shield and frame that fits over a } sn-3104 2" conduit spacer with 3/4" conduit entry (includes 1I Door Stile -Fits standard doors 3 ~ R i one 3/4"conduit entry gasket) SIDE VIEW V40xEBx711 w ran~wen tadxv metiked norsa, with 99 strike > > Zi' manual pull station. when lifted to gain access to the sn-110: Replacement horn for cover with alarm MODELS WITH HORN(STI-11005edes) w w w E actual alarm, it sounds a piercing self-contained 95 custom-LRL Custom text message for horn housing wide Stile shown, or Narrow SlNe,spec fly NS Option Oynae -aao aapa ady a P g ffor use on 36"and 411' doors with 2"st aecl. Riser Diagram - Dimensions - HH H dB or 105 dB warning horn (at one foot). Immediate w w w Stopper 11 s intended to be used in areas where the incidence of false fire attention is drawn to the area and a prankster will LL. + '" O alarms from manual pull stations s high or has proven to be a serious 0vw-� `As m,msmm,� } Benefits- R4Aw• K a a a a " c UL m problem. Arty xtlsadvantage of this devke Is more thm balancedwhen one J i In sl,mmJ a vv ExmmEn --I I"- 1 Gla• O O O w either run or be caught. The cover is connected to the considers the consequences of false fire alarms, especially If fire service Priced to be the best value for • Secure installation prevents mis- - Fits almost an door in an decor o LEFT HERE 1 P Y Y a to aeREssca Ji w Fe �Joirt,vamm{ -- f9 W' frame by a cable. When the cover is lifted, it drops off 0 personnel and equipment are responding to false fro alarm when they are durable and attractive loss takes, enhances security and re- j � 9 7lti• Q 0 Q 3 O needed for a real file somewhere else. Add to this the disruption to the :PARR r revention ani( hardware duces maintenance • Controls foot traffic, deters unau- of the frame and a horn well sound (models with ADA facility when false alarms occur. If you have,or may have, a problem With M.121cmmr iln(s;mm, P P a:e t 3is' t_ w w w w sTl-1100 e•,ol,,., thorized exits, prevents loss and --- false fire alarms or physical/weather damage to your fire alarm activation ) P (� �( -- ----- 3z TNB' -- D horn). Horn will Sound until the cover Is snapped NEMA SR devices,the stopper II could prove invaluable. Reduces employee and customer Durable design provides years of meets building code requirements o ^ back onto the frame or for the life of the battery. SIDE VRw theft trouble-free protection, saving on M y WARNING: .T, For RC mode K:uL Listing does not permit relay concocts to - cornea to t1',e fire alarm or a life safety function. The power supply for MODELS WITHOUT HORN(STI-1200 AND 511-3150 series) replacement costs horns,according to UL Listing, cannot be connected to a OL Listed fie alarm • Fast and easy installation Listings and Approvals - Detex Limited Warrant Proven effective for almost 30 years in helping stop UL Listed to U.S.and Canadian safety standards (also system.for electrical specifcatbm see install book-Rc models contain one 8 PP Y false fire alarms without restricting legitimate for custom labeling). set of Form"c" dry contacts.contacts rated 30 VAC/VDC 1 amp. A ,,;,,. , ( Nom f Features - . 10 Year Mechanical/3Year Electrical alarms. NOTE: End user Trost verity the alarm and battery every sloe month and replace r ,mml .—'n.r eoimmJ� t UL Uaeo larger sizes and surface mounted pull stations battery annually oras required. a 7,Sirt —.- • V40xEB -Alarmed Exit Device • Heavy-duty angled end cap separate) provides arming and c �L ED us F3ayatMrJaero Limited Manufacturer's Warranty room sinrtnmml f c Lifetime guarantee against breakage of the accommodated with STF3100 conduit spaces ,sM p'ES1 powered by standard 9-volt dogging c C. SSM tlOmmj—�� E + tAlIaYC FN BolNrmver4 battery • Heavy duty ribbed aluminum rail t' polycarbonate housing in normal use (one year Polycarbonate rated -40`to 120T(-40` to 49TC). WAIL Ares M. ry � lxanawa nrmaNn A .,mom t extrusion • Slate-of-art electronics ober re- On electronic components). ,p i STI.3100SPACER Os .�1a Mn9l•roma ane pai+a^f Weather models have dosed cell gaskets. SA.lNN3 GA30-F D;im.c Neo E ,21st —saMt,4ema) AM 2•EEPTN61mm) V40xEH -Alarmed Exit Device liable security and instantaneous L m 4m wFnPOKN Awwa rrrw Rpa EAd„m can be used as a guard against physical damage to sn-oaGAsa ON m.c^xoa, nmI powered by 12V or 24 AC/DC •Accommodates all types of mortise alarm a manual pull station, with or without the optional Power source is 9 VDC alkaline battery included on m NEN power, with 9-volt battery backup cylinders with a standard Yale cam © weaA�A.eW,nrtwna standard stopper II (rennote powered unit is 9 (,)pRU ALL MODELS END VIEW ) (collar required for 7-pin IC y warninghorn. � � (12V AC standard • Fiala selectable key rearm or 2 available . min. auto rearm F ueczz Swoed 1.24ne 0.31 OONM3SAPAR-SNNGNRASIffiER • Stainless steel. 3/4" deadlocking cylinders) ,),�.) • (aver Is UV-stabilized. INRFu�wNNswracF Aaetrt amrz [7.2W h mode K: Or1•Rla ` "RC" models include one form "C" dry relay contact n-3,NmNDU15PIIRA oNw9a Pullman-type latch bolt Visual and audible arming s OL0°" G^' w "'�" • optional horn has choice of 95 or 105 d8 at one fft 1/4M[apurmawmaxRnowu w%,o.2H%3.30 in. yp Patented back plate and plastic g P and Is capable Of Operating from 9 24 VDC remote 3%259 A S4MM) indicators ANa 9NMA eitiMM58] foot. power or internal 9 VDC battery power. 100 decibel alarm strike locator provide paperless Q—T—x template for perfect alignment with •Armed and disarmed field select- • standard red units have "In Case of Fire..." label Sur lace models: r'� wee WRAeoa lo, Not just for pull stations, this cover(an also help z 10.2Hx5.50In. 1/8 tum cylinder dogging door and frame able status indicator LWT GfYJY fffiW�lArla•3rAwlirunless specified no label or custom label (charge for protect other devices such as EPl7s, call boxes, i%259 X-1 aomm) N` IF, Detex Corporation ' custom label). telephones and emergency shutdowns just by ✓ • Single mortise cylinder (sold .,u,� 3Aa S-polo CG ey FMn4a SEI-T290 / separate) GA MOAN 521d.d4 Eui,ovUfl,9 302 Detex Drive Horn housing available in red, blue, green or yellow changing the color and messaging. � New Braunfels. Texas 78130-3045 USA with optional custom labeling. 'NATE:S OMSTS eSI1M>uE With back late and gaskets, UL Listed to NEMA 3R n NON NUO(NNOO AN ¢ Mechanical Options - C�Rcnsa 9aeRm u.wNaR- , P 9 suo-n PH. (830)629-2900 OR WNm eWNiU AH AN UNE9m SURFACE. When covering a pull station outside, UL requires Standards. LOUVER • CD -Cylinder Dogging (Std.) • H - Hurricane Rated •Available with 711 Base Rail 414o- 7:109 aed4t4&012?Aoe (800)729-3839 feC CASKET 1AE SOTTOOn S, stations to be listed for outdoor use. R,"AsuTATE„FeAnmN Extrusion FAX (830)620 6711 ,Nm.0 NFR,NAFA„,IVITA • LD - Less Dogging • 99 - Surface Strike (Std.) (800)653-3839 Stl&315 GRILL AmLSafety Technology International, Inc. AAiWGrNFR GASRF 3fi - Fits 36” Door Width (Std ) http:llwww.Fdetexoom FOR WEATHER ORTNW -- • 98 - Semi MOftI5e Stake ■n11I)1111rArr♦IR' 2306 Airport Road •Waterford, Michigan 48327-1209 AU%MOWIiHSPACER) USA Sales: m q 48 - Fits 48" Door Width Phone:248-673-9598 • Fax:248-673-1246 •Toll free: 500-888-4784• E-mail: mfo,asti-t3sa.com•Web: wwwsti-Osa.com •Available with 628 Base Rol es ,_ marke4ngCad etexcom Q Europe Branch office• Line 49e pipers goad-Bark Farm Industrial Estate•RAddk[h•worcestenNm-B980"U•England F - 3 Hour Fire Rated Extrusion (Std.) International Sales: 1M:44(o)7527 520999•R11,44(o)7527 5oT 997•nLrphme.oeoo oa5 1675(ux orbt-malnfa.dsH-eur9pe Com-Web wwwstl-europecom o„m,amnvZ`9Enn, vrot'w o,,Os Cctobe•27,2309 exr lleteX.COm U INTERIORS 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 PULL STATION COVERS 2 PANIC HARDWARE T E L : 5 0 3 . 2 2 6 . 1 2 „ 5 FAX 50 3 2 2 6 1 6 7 0 NTS W W W C I D A I N C C O M n Q � rK III o' O 1 w N Z C O o F- C W O O m Z o Lu o' o V Q z Q W Cl 0 P h O N O NyV u N FIRE ALARM DETAIL AND a HARDWARE _ A5e4 D JOB NO, 190142.01 02019 ODA PCIQDA ALL RIGHTS RESERVED i3 ELEVATION A ELEVATION B ELEVATION A 14 ELEVATION B 14 17 5 �Aaw 12 7 zf-ID /TO 6 7 s 8 2 7 17 T " USO 18 - 6 8 6 5WILAW to 5 8 15 7 6 S 6 f�Zi1 OF ® V V V 7 Fo V V ® D MIRROR / 7 / 0 v ® ® 10 10 1 / ✓l 2 \ � 10 \ I C 10 C 13 \\ 2 0 10 \\ 2 A o� A o o 0 13 0 0 2 ELEVATION C ELEVATION D _ B 4 SHARED T.R. _ 4 0 0 B D SHARED T.R. 14 A6.1 A6.I 9 Q D ELEVATION C ELEVATION D CD 8 v C C ^ 15 Z 8 N O o 17 Mo w = o 15 O o 5 F r N N O 7 a o o o a 18 d w 17 8 2 - o 5 17 8 2 - o r MIRROR 6 w w w F 4'-2 1/4" 3'-5" 4'-3 3/4" 6 \ d w RROR 5'-0" 3'-6" 4'-2" 0 \\ II II 7 \ \ O O O ° a \ w w w � 2 2'-8" I I I I I I I I 0 / 3 O / 2 13 ° 13 ENLARGED PLAN - SHARED T.R. 119 - SIM. 118 2 SHARED T.R. 119 ELEVATIONS - SIM. 118 s ENLARGED PLAN - SHARED T.R. 114 �a4 SHARED T.R. 114 ELEVATIONS 6. 1/4"= I'-U' 6. 1/4"= 1'-0" 6. 1/4"= 1'-9. \66-y1/4"= 1'-0" KEYNOTES WALL TYPES ELEVATION A ELEVATION B ELEVATION A ELEVATION B 4 4 O STANDARD CHILDREN'S WATER CLOSET HALF WALL 7 7/8",43"TALL TO FINISH OACCESSIBLE CHILDREN'S WATER CLOSET--SEE A6.2 FULL WALL 7 1/4" PLUMBING O ACCESSIBLE ADULT WATER CLOSET--SEE A6.2 FULL WALL 4 7/8". FLOOR TO 6"ABOVE / S / CEILING OR AS REQ. BY CODE ACCESSIBLE ADULT WALL MOUNTED LAVORATORY--SEE A6.2 ' A A 8 \ S EXTERIOR WALL 1'-0" O ACCESSIBLE CHILDREN'S WALL MOUNTED LAVORATORY--SEE A6.2 / 4 MIRROR s / 5 B A6.1 D 7 8 9 B A6.1 D 9 4 O TOILET PARTITION - BOBRICK 1080 DURAUNE (OR APPROVED) FLOOR , MOUNTED-COLOR#5-445 -WALLMOUNT TO @48"A.F.F. NOTE:ALL MAPLE CAPS ARE TO HAVE X 17 X O GRAB BARS-SEE A6.2 FINISHED OPENINGS C X\ 3 3 �\ O 8 MIRROR WITH STAINLESS STEEL FRAME- 16"X 20" - SEE A6.2- BOBRICK B-290-1824 PI ALJNINC MIRROR WITH STAINLESS STEEL FRAME-24"X 36" -SEE A6.2 u N T F R 1 0 R�� - 5 a l a l ELEVATION C ELEVATION D ELEVATION C ELEVATION D O BOBRICK B-290-2436 ° 14 14 9 PAPER TOWEL DISPENSER-SEE A6.2- BOBRICK B-2621 15895 SW 72ND AVE SUITE 200 !l 0 RECESSED STAINLESS STEEL TOILET TISSUE DISPENSER-SEE A6.2- PORTLAND o R E G o N 97224 BOBRICK B-697 r E s 0 3 z z 6 1 z e s 0 O SURFACE MOUNTED STAINLESS STEEL TISSUE DISPENSER- BOBRICK F A X 5 0 3 2 2 6 . 1 6 7 0 8 8 101 B-685 W W WCIDAINCCOM 15 9 DIAPER STATION - SEE EQUIPMENT PLAN \ 7 0 /05 6\.0 7 \ 7 5 2 DIAPER STATION SINK MIRROR 7 4 4 T-2 5/8" 6'-6" 10 13 4" RUBBER BASE 0 10 10 3 3 3 14 PAINTED GYP.BD 37Tk 3 15 FRP TO 4'-0"AF.F. 13 16 MAPLE CAP 7 SOAP DISPENSER-BOBRICK B-40 Q s ENLARGED PLAN - T.R. 120 + 121 s T.R. 120 ELEVATIONS jT.R. 121 ELEVATIONS p 6. 4"= 1'-0" 6. 1/4"= 1'-0" 6. 1/4"= 1'-0" 8 GLASS PARTITIONS 3'-2 5/8" V W 7 LL ELEVATION A ELEVATION B ELEVATION A ELEVATION B ELEVATION A ELEVATION B (/7 N 8 A 14 14 4 W N o 5 2 9 T.R. A6.1 CIN D U 24 a e W0 0 M Q W _ D C S 15 15 n z p 1 8 / g 0 7 MIRROR 7 5 r 17 MIRROR7 7 MIRROR1O8 Lu 7TII 0 5 0 5z Wcn2T.R. A 3 3 2 3 23 Lo 13 13 13 17 B II D o A6.1 � \p 8 5 C ELEVATION C ELEVATION D ELEVATION C ELEVATION D 14 ELEVATION C ELEVATION D 14 0 _... 14 a S 9 2 8 V 0 17 17 T.R. 8 8 22 ® / m 5 9 // 5 S 0 5 A o ' .: o o o 0 N A 7 18 ' / 18 \ 101 1% X 0 6 / 0 \ T.R. ENLARGED PLANS& A6.1 D \ 3 \\ \ 4 /// ELEVATIONS 6 C 3 3 3 6'-6" A6. l 9 ENLARGED PLAN - T.R. 122 + 123 + 124 � T.R. 122 ELEVATIONS T.R. 123 ELEVATIONS 12 T.R. 124 ELEVATIONS JOB NO. 190142.01 C 02019 CID&P.CJCIDA ALL RIGHTS RESERVED U ELEVATION A 14 ELEVATION B KEYNOTES WALL TYPES 8 o STANDARD CHILDREN'S WATER CLOSET HALF WALL 7 7/8",43"TALL TO FINISH S O ACCESSIBLE CHILDREN'S WATER CLOSET-SEE A6.2 FULL WALL 7 1/4" PLUMBING Z12 12'-8" 7 O ACCESSIBLE ADULT WATER CLOSET-SEE A6.2 FULL WALL 4 7/8",FLOOR TO 6"ABOVE T N. UNO 2'-8" 5'-0" 5 CEILING OR AS REQ. BY CODE �i • 8 O ACCESSIBLE ADULT WALL MOUNTED LAVORATORY-SEE A62 '^ 2 8 17 11 8 8 I6 R o EXTERIOR WALL I'-0" v�' �I OR I b. O ACCESSIBLE CHILDREN'S WALL MOUNTED LAVORATORY--SEE A6.2 9 , RROR I I 4 0 TOILET PARTITION-BOBRICK 1080 DURALINE(OR APPROVED) FLOOR I I I 6 MOUNTED-COLOR#S-445-WALLMOUNT TO @48"A.F.F. II II II II I i O [M] EGRAB BARS-SEE A6.2 8 / MIRROR WITH STAINLESS STEEL FRAME- 16"X 20"-SEE A6.2-BOBRICK A O B-290-1824 NOTE:ALL MAPLE CAPS ARE TO HAVE FINISHED OPENINGS MIRROR WITH STAINLESS STEEL FRAME-24"X 36"-SEE A6.2- 0 0 � SHARED T.R. � 8.1 N N 2 BOBRICK B-290-2436 0 0 B D 113 ELEVATION C 14 ELEVATION D ry ry o A6.2 o O PAPER TOWEL DISPENSER-SEE A6.2- BOBRICK B-2621 ry - - - C - 5 p RECESSED STAINLESS STEEL TOILET TISSUE DISPENSER-SEE A6.2- o �` 0 0 O BOBRICK B-697 o Z 5� 5 0.1 SURFACE MOUNTED STAINLESS STEEL TISSUE DISPENSER- BOBRICK rN w N o 8-685 L) N o 0 0 4 7 I DIAPER STATION-SEE EQUIPMENT PLAN H N — N ® n ® 5 g 15 2 DIAPER STATION SINK CC � i t1 I= F 6 6 O w w w F N 9 RAOR 7 3 4"RUBBER BASE cr w 7 i� O 0 0 0 a w IIIII 10 4 PAINTED GYP.BD w w w yd a 7 2 7 8 5 6 1 0 0 ,?i O Z 3 2 1 5 FRP TO 4'-0"AF.F. F 3 0 13 ~ ~ ~ ~ 6 MAPLE CAP m N M V ENLARGED PLAN - T.R. 113 2 SHARED T.R. 113 ELEVATIONS 7 SOAP DISPENSER-BOBRICK B-40 6. 1/4"= I'-0" 6. 4"= I'-0" g GLASS PARTITIONS ELEVATION A ELEVATION B ELEVATION A ELEVATION B E O 14 14 a / 9 2 7 9 / 15 o ' / 15 0 0 / 8 8 _ / 4 7 16 v v SHARED T.R. ® \ 10 , T.R. M 6 117 m \\ !711 10 10 m \ 01 01 LI u \ 3 U ENGINEERING 2 � i n 13 10 rn A • 2 ELEVATION C ELEVATION D ELEVATION C ELEVATION D B 6 D 5 A 15895 SW 72ND AVE SUITE 200 5 7 4 PORTLAND, OREGON 92224 Ctz 8 B A62 D T E L 5 0 3 2 2 6 1 2 8 5 t B ,•} '.•. F A X 5 0 3 2 2 6 1 6 7 0 C 815 .�, W W W C I D A I N C C 0 M 8 17 � 9 � A89 7 8 9 57 16 7 . ,. ... MwaoR :... MIRxoR5'-0" 4 IS 5 5 10 7._6.. 3 0 7 10 13 3 2 13 a ENLARGED PLAN - SHARED T.R. 117 + T.R. 116 s SHARED T.R. ELEVATIONS 6 T.R. 116 ELEVATIONS G 6. 1/4"= 1'-0" 6. 1/4"= 1'-0" 6. 1/4"= 1'-0" V � A ELEVATION B LU KEYNOTES 1— LL- ELEVATION O V) C14 SINK LU c,4 O Z � OCUPBOARDS O O OOVERHEAD CUPBOARDS c W m O / 3 / \ / \ / O REFRIGERATOR Z A / 4 0 a � � DRYER U A6.2 \ O WASHING MASHINEc Lu Q C 7 4"RUBBER BASE � (n LOUNGE \\ 7 \ / \ / Q Ln FE] � � 8 i ELEVATION C -ELEVATION D 1 0 I I m I I g I 2 I I 0 i "s 1'-o 7/8" 5 6 3 2 5 � o T.R. ENLARGED PLANS& a 7 ELEVATIONS 5 E A JL A6.2 9 ENLARGED PLAN - LOUNGE 11S LOUNGE 11S ELEVATIONS JOB NO. 190142.01 14�6" 1/4"= 1'-0" 6. 1/4"= 1'-0" ©2019 CIDA,PC/ODA ALL RIGHTS RESERVED U i TARN W. LJNO POR1m, OR OF TOILET SEAT HEIGHTS NOTE: WHEN SELF RIMMING AGE GROUP SEAT HEIGHT TODDLERS-4 YRS 11"-12"AFF SINK IS USED,2'-10" 5YRS-SA 15"AFF MEASUREMENT IS TO TOP OF ADULT 17"-19"AFF SINK RIM RATHER THAN BOBRICK 1080 DURALINE SERIES SEE PLAN SEE PIAN MIRROR COUNTER. FLOOR MOUNTED PHENOLIC TOILET PARTITIONS TOILET PARTITION GRAB BAR PER COLOR#S-445,ALMOND. 12" 1 1AX. 42" MIN, WHERE INDICATED TOILET PARTITION TO FINISH 48"AFF W/12"TOE o 0 ANSI 604.5 EQ. EQ. N N ON PLANS 36" MIN. PAPER TOWEL SPACE.REQUIRED PARTITION DOORS NOT SHOWN. o O INSTALL AS REQUIRED. FLUSH MOUNTED 39"-41° 24' N. 2" DISPENSER& FRP TO 48"AFF TOILET SEAT GRAB BARS PER ANSI TOI ET DISPOSAL-- FLUSH ri 604.5 MIN PAR ITION \ o COVER MOUNT TO WALL. \ o w DISPENSER W ERE PROVIDE \ Z N ALTERNATE Z IN CATED SANITARY NAPKIN \ U o LOCATION T_O'- DISPENSER IN MIRROR MIRROR O N K V oN I I WAINSCOT CL I WOMEN'S T.R. I �,� ADULT 5YRS- SA TODDLERS-4 YRS E-- o ri SURFACE OR FLUSH ---J SEE FINISH I o o , N N MOUNTED TOILET SCHEDULE oL Z SEAT COVER - LAVATORY TO X"ll w w w N DISPENSER � F - - CONFORM TO j Q GRAB BARS AS REQ'D N M _ ANSI 17.1-2003 i X z o' Z_ N _ v ~ ~ Z ~ N Q o o w w w F SEE PLAN FOR M M SECTION 606 i I Z Z INS, 11 E 'v xQ ^ d u a a d w FIXTURE v Z - I N 'v o UNDER SINK N N M g m ° N O O O Y a PLACEMENT. I — Z ° — PIPE INSULATION PIPE Lu cc: - w w w >O Z PARTITIONS AS I- 7"-9p' TO LET CHILD LAV SINK HEIGHTS F �w �w �w > OJ INDICATED ON TOILET PAPER DISPENSER FLUSH VALVE 1'-3" MIN. a � PAPER AGE GROUP COUNTER HEIGHT ° u1 N m PLAN. LOCATION, BELOW GRAB OPEN SIDE OF 6"-I S" VANITY SINK HI-LOW PAPER NAPKIN/TAMPON ° SIDE WALL ROOM ORSTAIL REAR WALL DISPENSER T's&2YRS 24"AFF BAR-- PER ANSI 604.7 DRINKING FOUNTAIN TOWEL DISPENSER DISPENSER 3&4 YRS 26"AFF - STANDARD 5 YRS 30"AFF FIXTURE MOUNTING HEIGHTS SCHOOL AGE 30"AFF (OR AS REQUIRED BY CODE) 6. 3/8"= I'-0" NOTE: ALL ACCESSIBLE TOILET K STALLS AND ACCESSORIES FULL SERVICE KITCHEN EQUIPMENT RESPONSIBILITY G.C. OWNER SHALL COMPLY WITH UBC SEC. 1109.10.5 AND ADAAG 30. A TRUE T SERIES REACH-IN: SOLID DOOR REFRIGERATOR 8" MODEL:T-49 X BRUSHED ALUMINUM FINISH SIGN W/ TRUE T SERIES REACH-IN: SOLID DOOR FREEZER X ADA COMPLIANT BLACK GRAPHICS& SEE PLAN FOR FIXTURE B LETTERING PLACEMENT. PARTITIONS AS MODEL: T-49F INDICATED ON PLAN. ADVANCE TABCO STAINLESS STEEL 3-BAY SINKS W/TWO DRAINBOARDS SHELF 5' ' C' MODEL: FC-3-1818-18RL W/FAUCET-FRANKLIN MACHINE PRODUCTS-MODEL: 107-1018 X G O O 6"GRAPHIC AREA FOR PICTOGRAMD HOBART STANDARD COMMERCIAL DISHWASHER ? O O MODEL: SR24H X o N ❑ , LETTERING; 5/8"SIZE MIN., RAISED Il32" ADVANCE TABCO STAINLESS STEEL SINGLE-BAY SINK W/ONE DRAINBOARD D < MIN. E MODEL: FC-1-1818-18RorL W/FAUCET-FRANKLIN MACHINE PRODUCTS-MODEL: 107-1018 X � F GRADE 2 BRAILLE F GAS 30"RANGE 4 OPEN BURNERS X MODEL:WFG320MOBS 3c:1 mARCH ECFJRE EAGLE GROUP TRADITIONAL WALL-MOUNTED HAND SINK I R STAINLESS STEEL STANDOFFS G MODEL: HASA0-F, FAUCET IS INCLUDED X 3°0 0 = ADVANCE TABCO WIRE SHELVING UNIT(S) ❑ M w 1 1NIC H MODEL: EC-2472(SEE SPEC FOR ADDITIONAL INFORMATION) X i V J K ADVANCE TABCO STAINLESS STEEL WORK TABLE W/5 BACKSPLASH X C x T H Z_ O MODEL: KLG-304 Y m DF- MOUNTING LOCATION: M ADVANCE TABCO STAINLESS STEEL MICROWAVE SHELVES WALL MOUNTED y m 1 s 89 s SW 72ND AVE SUITE z 0 D MODEL: MS-24-24 X N. . PORTLAND, oaEGoN 97224 O SIGNS SHALL BE INSTALLED ON THE 127 I AMT E L 5 0 3 2 2 6 1 2 8 5 ANA 1000 WATTS COMMERCIAL MICROWAVE OVEN `" m I CHE / 57 WALL ADJACENT TO THE LATCH SIDE N � 1 MODEL RCSIODA L A x s o 3 . 2 z a l s 7 0 L"L_: OF THE DOOR WHERE THERE IS NO ADVANCE TABCO STAINLESS STEEL TUBULAR WALL MOUNTED DRAINAGE SHELVES P d WALL SPACE TO THE LATCH SIDE OF I 1/4"TO 1 1/2'p P b MODEL: DT-6R-72(ADD BLOCKING AS REQUIRED) X www . c D A N c c o r1 NOTE: THE DOOR, INCLUDING AT DOUBLE I/2" NOTE: PROVIDE SOLID NONCOMBUSTIBLE 2 X BLOCKING AS REQUIRED IN WALL @ ALL SHELVING&EQUIPMENT �I SIGNAGE TO INDICATE GENDER LEAF DOORS,SIGNS SHALL BE PLACED Q ATTACHED TO WALL.ADD BLOCKING TO STAINLESS STEEL DRAINAGE SHELVES, LOCATED ABOVE 3-BAY SINK X G) AS INDICATED ON PLANS. ON THE NEAREST ADJACENT WALL. HOOD W/ANSELL SYSTEM REQUIRED BY LOCAL CODE. MOUNTING LOCATION SHALL BE SO RX E r 36"WALL MOUNT RANGE HOOD; MODEL:WVW53UC8FS El THAT A PERSON MAY APPROACH GRAB BAR z WITHIN 3 INCHES (76mm) OF SIGNAGE 'a WITHOUT ENCOUNTERING NO SCALE m x❑g r PROTRUDING OBJECTS OR STANDING m WITHIN THE SWING OF A DOOR m m s TOILET ROOM IDENTIFICATION 6 GRAB BAR D 6. 3"= 1'-0" 10440-01 6. NO SCALE V ` W nLLLL W N a ENLARGED KITCHEN PLAN o z0 6. O O WI/4"= 1'-0" m z o z a w � o a Q U GC SHALL PROVIDE DATA 8 PHONE OUTLET CONDUITS W/PULL STRING&WALL BOXES. LL Q (--- CONDUITS SHALL FINISH 6"ABOVE ACOUSTICAL CEILING. z ALL OTHER WORK BY TENANT W ALL POWER OUTLETS SHALL BE MOUNTED 18"AFF IN CORRIDOR AND ALL CLASSROOMS Q Ln ALL DATA&ELECTRIC FOR WALL MOUNTED TV MONITORS, Q V SHALL BE MOUNTED @ 84"AFF.(TYP.IN OFFICES&OR LOBBY) POWER&DATA/PHONE OUTLETS SHALL BE MOUNTED 0 18"AFF IN RECEPTION&OFFICES. TYR A H NOFFICES WALL MOUNT PHONE OUTLETS SHALL BE MOUNTED LOBBY CHIME 6'-O" P 48"AFF IN ALL CLASSROOMS&KITCHEN. o R 24"x72"P/IRE SHELVES 2'_0" DRVIN RACK r ry CONTRACTFOR MW SHELL BLOCKING FOR MW SHELF g' AT EACH END OF UNIT 2'_6" CONTRACTOR TO INSTALL HAND MW OV BLOCKING FOR DRYING RACK AT SWITCH IN CLASSROOMS DOORBELL WASH G EACH END OF UNIT D E R TOILET VESTIBULE GAS RANGE SINK Ir KITCHEN BUTTON ~ F 1 L I E ROMS w l 3 48'x 30"WORK TABLE 3 BAY SINK DISHWASHER 1 BAY SINK m m ^'I � � CORRIDOR 3 O G E WASH RI SE SANITIZE OFFIC©i n$ UgrtsvmcN RECEPTION m m m T.R. DETAILS g M 1 I M M ®If PONEH WRET 8 ' r7II�JJJ p Y Y Y - 7 V ©. MTA WTIET w ir M _ q • ©,& WTAI%pNEWILET m • - F ® 1 99 DQ WKL% W WIIEi 3 O u 3-COMPARTMENT SINK ELEVATION(TYPICAL) 7R REFRIGERATOR (GER DMANOOR FREEZER 2 DOOR REFRIGERATOR 2-DOOR FREEZER EQUIPMENT ELECTRICAL JOB N0. 190142.01 E �• 3/8"= '-O" 3/8"= 1'-0" 02019 CIDq P.GCIDA ALL RIGHTS RESERVED lJ - - - - - - ROOM FINISHES INDEX rAR 1 12 FLOOR FINISHES WALL PANEL L -- - -- ---- -- C-I FRP -_=_—---- FIBER REINFORCED PANELS (KITCHEN,JANITOR CLOSET a- -----> 28 28 COMMERCIAL GRADE CARPETING • • SERIES:CONSTELLATION #60550 TO CEILING, BATHS TO 48"A.F.F.) ''nn MANUFACTURER:SHAW MATERIAL: FIBER REINFORCED PLASTIC PANEL vim, PQRj�, QR 1 COLOR:GEMINI #26510 MANUFACTURER:MARLITE 4 �� COLOR:SI00 S/2/S WHITE /� 20 ® LV LUXURY VINYL FLOORING CHAIR RAIL SERIES: UNCOMMON GROUND CR-I MANUFACTURER:SHAW I"X 2"WOOD TRIM 20 COLOR:GALLERY MAPLE#02200 MNUFACTUROODA 15 ® 1105 ® $ 29 SV-3 COLOR: S100 S/2/S WHITE o 0 13 2 5 2 13 5 2 10 34 ® SHEET VINYL FLOORING O N 1 O MANUFACTUERE:ARMSTRONG STANDARD INTERIOR PAINT N 13 13 EXCELON MULTICOLOR 1 Q 21 COLOR: BRUSHED SAND 51873 P o 15 23 23 1 10 29 51 35 2Q ZQ 2Q MAT-I MATERIAL SATIN FINISH -DURATION o Z Y 13 13 13 13 13 13 13 13 13 13 13 13 12MANUFACTURER:SHERWIN WILLIAMS o 0 20 24 15 15 ENTRANCE MAT COLOR: SW-7555 PATIENCE M w o 15 MATERIAL MODULAR TILE ENTRANCE SYSTEM P-2 0 V o 1 — — MANUFACTUERE: DIAGNOAL TILE BY MATS,INC. OR EQUAL H r; — COLOR: CHARCOAL MATERIAL SATIN FINISH - DURATION _ F N 1 I MANUFACTURER: SHERWIN WILLIAMS �u w 1 I VCT-I COLOR:SW-6815 AWESOME VIOLET H 1 20 I MATERIAL:VINYL COMPOSITION TILE P-3 w w w F F _ _ MANUFACTURER ARMSTRONG STANDARD 2Q 15 15 15 —I EXCELON MULTICOLOR MATERIAL:SATIN FINISH - DURATION p p p d w 24 20 24 13 13 13 13 13 13 13 13 13 24 20 24 13 13 13 13 13 COLOR: BRUSHED SAND 51873 MANUFACTURER: SHERWIN WILLIAMS w w w 15 23 23 15 ACCOUSTICAL CEILING TILE (CLASS A) COLOR:SW-6901 DAFFODIL 0 0 Q 12 21 21 12 31 2p 21 21 21 21 A ACCOUSTICAL CEILING TILE P 4 ti ti m 13 2 5 2 13 12 MATERIAL:ACCOUSTICAL CEILING TILE MATERIAL: SATIN FINISH - DURATION MANUFACTURER SHERWIN WILLIAMS MANUFACTURER:ARMSTRONG 13 ® 13 i 12 13 COLOR; SW-6897 SUNDANCE STYLE: T-0"X 4'-0"X 5/8"CORTEGA #747 WITH 5/ 6"STEEL GRID& 0'A.F.F. P-5 15q Al 15 I 13 OR APPROVED 13 ( EQUAL) MATERIAL:SATIN FINISH - DURATION 13 __ _ MANUFACTURER SHERWIN WILLIAMS 13 13 ACT-2 COLOR SW-6662 SUMMER DAY 1 VINYL FACED ACCOUSTICAL CEILING TILE P-6 15 MATERIAL:VINYL SMOOTH DRAYWALL BACKED WASHABLE MATERIAL:SEMI-GLOSS FINISH DOOR&FRAME CEILING TILE MANUFACTURER:SHERWIN WILLIAMS MANUFACTURER: USG COLOR: SW-7105 PAPER WHITE STYLE: T-0"X 4'-0"X 5/8"ALUMINUM GRID @ 10 A.F.F. (OR APPROVED EQUAL) P-7 28 28 28 28 28 28 28 MATERIAL:SATIN FINISH - DURATION MANUFACTURER: SHERWIN WILLIAMS WALL BASE COLOR SW-6436 BONSAI TINT - VB-I P-8 VINYL WALL BASE MATERIAL SATIN FINISH - DURATION ' MATERIAL:4"VINYL WALL BASE MANUFACTURER SHERWIN WILLIAMS MANUFACTURER:JOHNSONITE COLOR:SW-6486 REFLECTING POOL COLOR: 86- HUNTER GREEN P-9 ,NORTH WALL PROTECTION MATERIAL:SATIN FINISH - DURATION WE, MANUFACTURER: SHERWIN WILLIAMS Z FINISH PLAN LEGEND WALL PROTECTION COLOR:SW-7694 DROMEDARY CAMEL MATERIAL: InPRO CORPORATION (OR EQUAL) P-10 7. 8" 0" MANUFACTURER: InPRO CORPORATION (OR MATERIAL:SATIN FINISH - PRO INDUSTRIAL- EXTERIOR WALL-SEE WALL TYPES APPROVED EQUAL) PRE-CATALYZED WATER BASE EPDXY I PART PLANNING COLOR:0125 ENGLISH GREEN, .040" MANUFACTURER: SHERWIN WILLIAMS u I IN T E R • INTERIOR WALL-SEE WALL TYPES COLOR:SW-77007 CEILING BRIGHT WHITE KNEE WALL CAPS PARTIAL HEIGHT WALL-SEE WALL TYPES 15895 � MAPLE CAP(TOP OF CLASSROOM WALLS) PORTLAND, A v e SUITE 2 0 0 O o R e G o N 97224 MATERIAL: NATURAL MAPLE TRIM T E L : 5 0 3 . 2 2 6 . 1 2 8 3 ROOM ROOM NAME AND NUMBER MANUFACTURER: T U ER: N/A F Aw D AI NC C : c 0 26 .1 670 FINISH: n LAMINATE CAP(TOP OFALL CORRIDOR WALLS) OCASEWORK REFERENCE NUMBER--SEE STEVENS INDUSTRIES, INC MATERIAL FORMICA 7265-58 LAMINATE TABLE BELOW,ALSO SEE A7.2&AT3 FOR CASEWORK DIMENSIONS MANUFACTURER: STEVENS INDUSTRIES INC. COLOR: SAND STONE FINISH: MATTE GENERAL NOTES ACCENT WALL INCLUDES COT CLOSET ce a LJJ ° STEVENS INDUSTRIES, INC. z >G` z REFERENCE#s 2 3 5 8 9 10 12 13 14 15 19 20 21 23 24 28 29 30 31 34 35 50 51 52 53 54 55 56 57 58 59 60 61 62. 63 64 1-- G O DIAPER CUBBIE DIRECTOR WALL WALL m O CUBBIE WALL WALL WALL CHILD CHILD SHELVES RECEPTION DOOR DOOR DOOR DOOR DOOR DOOR DOOR I-' Q Q PRODUCT INFANT DIAPER STATION DIAPER INFANT BIN INFANT BIN INFANT CUBBIE 2 CUBBIE 4 STANDARD COT SHELVES COMMUNITY STAFF RECEPTION RECEPTION WALL 6 CAR SEAT CABINET CABINET DOOR DOOR DOOR N END CABINET CABINET CABINET LAVATORY I LAVATORY STORAGE DESK WALL HEADER HEADER HEADER HEADER& 2' HEADER& 3' HEADER& 4' HEADER& 5' z INFORMATION FOOD STATION BASE SINK I CLOSET RT CLOSET LT BIN 4 STANDARD STANDARD CORNER 96x28x 12 CABINET LOUNGE DESK DESK ADA CABINET STORAGE RECEPTION COPIER HEADER HEADER 5'-I" HEADER 6'-0" W/ELLER FILLER PANEL 24x30x 14* 30x30x 10* 30x30x 14 SINK 251NK5 96x78x12 30x30x14 CAP 24x30x12 24x30x 14 T-I I" 8'-11" 9'-I I" WINDOW WINDOW WINDOW WINDOW O of AREA I I I 1 1 2 U \r `� Q AREA 2 2 2 1 v AREA 3 2 2 1 z a AREA 4 2 2 1 1 1 W AREA 5 2 2 1 1 1 (� AREA 6 1 2 2 1 1 1 Q AREA 7 5 2 2 1 1 Q AREA 8 5 2 2 1 1 AREA 9 5 1 2 2 1 1 AREA 10 1 5 1 2 2 1 1 m AREA I I 5 2 2 o AREA 12 1 1 7 2 N N LOBBY 1 1 I DIRECTOR'S CORRIDOR - STORAGE -0 LOUNGE TOILET 1 2 1 1 1 s TOILET 2 2 1 1 TOILET 3 1 TOILET 4 1 N TOILET 5 1 j TOILET 6 2 1 1 a TOILET 1 FINISH PLAN &SCHEDULE TOILET 8 1 TOILET 9 TOILET 10 A 7• l � TOILET I I I n TOTAL 1 1 6 4 1 1 1 2 1 4 42 1 22 10 II 5 5 5 9 1 1 1 1 1 1 1 BASED OFF NEW 2017 CATALOG JOB NO. 190142.01 • (20)IS TO BE CENTER MOUNTED ABOVE TOILETS. 02019 aoA PC/ODA ALL RIGHTS RESERVED NOTE:(1)ONE CUBBIE PER CHILD. CONFIRM CHILD COUNT WITH TENANT. J VI PLASTIC LAMINATE(TYPE TBD)TY ALL PLASTIC LAMINATE PER SCHEDULE TY EXPOSED EXTERIOR SURFACES P. AT ALL EXPOSED EXTERIOR • • SHELF PIN HOLES @ I" O.C.TYP.W/ADJ. SURFACES TYP. t2 • PLASTIC LAMINATE (TYPE TBD) SHELVES rumL WIRE PULLS- LOCATE I-1/2" FROM VERTICAL • • • —� • o • EDGE (TYP.) • • PROVIDE BLOCKING AS REQUIRED. Foffr , OR N • • MELAMINE ALL INTERIOR SURFACES • • /� • • • • • • 2'-0" • PLASTIC LAMINATE(TYPE TBD) COUNTER TOP • • WIRE PULLS- LOCATE 1-1/2"FROM VERTICAL • • W/4"SIDE AND BACKSPLASH, FLAT EDGE,TYP. EDGE (TYP.) • • WIRE PULLS- LOCATE 1-1/2"FROM I,_p„ VERTICAL EDGE (TYP.)PLASTIC LAMINATE (TYPE TBD) COUNTER TOP • LOW PROFILE SINK- PROVIDE DRAIN PIPE W/4"SIDE AND BACKSPLASH, FLAT EDGE,TYP. • SHELF PIN HOLES @ 1"O.C.NP.W/ • • ADJ. PLASTIC LAMINATE SHELVES INSULATION COVER. o • • 0 0 2'-1" 2'-1" PROVIDE BLOCKING AT LOCATIONS SHOWN • C g PROVIDE BLOCKING AT LOCATIONS SHOWN LN 10 "! — • • SURFACESI It — MELAMINE AT ALL CABINET INTERIORS TYP. • • oN Z L, INSULATED EXPOSED DRAIN & HOT WATER SUPPLY PIPINGS — — — PLASTIC LAMINATE(TYPE TBD)AT ALL N — — — — J PLASTIC LAMINATE(FYPE TBD)AT ALL VERT. o O U o 0 EXTERIOR SURFACES NP. 2 H- o EXPOSED EXTERIOR SURFACES TYP. SHELF PIN HOLES @ I I'O.C.TYP.W/ADJ.= • • 3 V N • • 5; 5; of — V w w w o MELAMINE AT ALL INTERIOR SURFACES TYP. b • • PLASTIC LAMINATE(TYPE TBD) SHELF : F F F r✓ N N • W W W N HATCHED AREA INDICATES ADA CLEARANCES • ) O O O 4" RUBBER BASE PE TBD a a w w d • • CABINET NOTES > > O Z r 4" RUBBER BASE (TYPE TBD) I. VERIFY DIMENSION IN FIELD PRIOR TO p p p 0 z FABRICATION w w w w NOTE: PROVIDE A MINIMUM 30" CL R ' ' o WIDTH UNDER SINK WHEN DOORS RE 2. FILLER PANELS TO MATCH CABINET FACE n n v m 3" 6" MATERIAL -5" OPEN CABIN T SECTI N AT ADA SINK Ile 2 WALL AND BASE CABINET SECTION a STORAGE CABINET SECTION I'-0" 064023-04 7, 3/4"= 1'-0" 06402306 7. 3/4'= 1'-0" 064023 14 2 A7 2'-6" L T-6" L 2'-8" .2 2'-0" 2722A 2724A I Lock I Lock I Lock L-FE-R L-FE-R L-FE-R 7/1 SINK SUPPLIED FAUCET BY OTHERS (FIELD INSTALLED) q 2'-7 9/16" T-0 5/8" 4'-613116" 2'-0 5/8" Hem Bar M 27 SINK SUPPLIED 2788R FAUCET BY OTHERS (FIELD INSTALLED) 4'-I 9/16" L T-05/8" SINKINCLUDED 5'-19/16" T-0 5/8" N FAUCET BY OTF ERS 2746R — t = a 2740R _ o m ARCHITECTURE U? Alcoiiis M ra L' R wENGINEERING 1'-1015/16" m N 2'-6" V L L�ck L L�ck SEE 2/A7.2 FORV M m 1'-1015/16" BASE CABINET 1'-113/4" T-3" 2'-3" 2726A 44 Lock Lock - 2725A 23/4" L-FE-R I' 107/8" — Lock I'-1015/16" 2701A 15895 SW 72ND AVE SUITE 200 L-FE-R 2 Locks 2 Locks L-FE-R 2742R 015/16" 4'-0" L-FE-R 1'-6" 015/16" PORTLAND, OREGON 97224 Y-6" T-6" 31' 2' L-FE-R 4'-6" 3/4" 3/4" -0" SEE I/A7.2 FOR F A X S 0 3 2 2 6 1 6 7 0 2-0 SIM.CABINET CONSTR. NOTE: SEE 4/A7.2 FOR MOIE NOTE:SEE 4/A7.2 FOR MO E VV Vo w C 1 D A I N c . c o M INFO INFO INFANT FOOD PREP. O 92W x 84H x 25D O DIAPER STATION BASE O DIAPER SINK 1 O DOUBLE DIAPER SINK 8 INFANT BIN CLOSET-RT 1 O INFANT BIN - 4 Includes: 55W x 39H x 25D 32W x 30H x 25D 50W x 29H x 25D 1 BW x 84H x 24D 24W x 84H x 24D 2725A Wall Vanity 3OW x 23H x 24D Includes: Includes: Includes: Includes: Includes: 2731A Drawer Over Door Low Storage 3OW x 33H x 24D 2782A 2 Door Low Storage (left hand) 27W x 29H x 24D 2725A Wall Vanity 30W x 24H x 24D 2726A Wall Vanity 48W x 24H x 24D 2728A Infant Bin Closet RT 2701A Infant Bin-Bin 4 2722A 2 Door Wall Storage (2) 3OW x 3OH x 14D 2783A 2 Door Low Storage (right hand) 27W x 29H x 24D 2739R Laminate Countertop/Backsplash, 2740R Laminate Countertop/Backsplash Shelf, Hanger bar& Upper locking double door, 2724A 2 Door Wall Storage 32W x 16H x 14D 2788R Laminate Countertop/Backsplash/Endsplashes, Sink Locking Right Hinge(RH) Door 4 cubbies 2742R Refrigerator Enclosure Panel DOW x 84H x 24D Change Table Molded Top Lower locking double door 2745R Laminate Countertop/Backsplash/Endsplashes, Sink Q Q 3'-0" -2 1/8' W '-2 3/8" 2'3 15/16" 1- 2 1/8" 4' L 2,_6„ 0 7/8'1 2,_6„ '-2 1/8" 0 W N 2699A 4' 2566A p" 4' L� (4 I Lock Lock 2793A zz722A Z 7 L-FE-R L-FE-R L FE R L Lock E R o0o O T L (DIN l'-21/4" 3O o U C 1 3/16" 3/I 2567R c O O C? E27 7' 12693R R7/8" L-FE-R M M W m N o P O ® I I _bLu rtr' I I N I I N 9 Z LL �n En C TOP U ( ' W Q w Z O M ° W i 0 1 N n 2Locksjn L-FE-R Q Ln 2 7/16 m L-FE-R `9 NOTE: SEE 2/A7.2 FOR MO E NOTE: SEE 2/A7.2 FOR MO E — T-0" 3/4" MOUNTING HEIGHT 0UNTING HEIGHT MOUNTING EIGHT ^ ^ OUNTING HEIGHT INFO INFO FOR CHILDREN OR CHILDREN 2 FOR CHILDREN3 R CHILDREN 2L R7/8" u — YEARS AND OLDER EARS AND YOUNGER YEARS AND LDER EARS AND YOUNGER i INFANT BIN -6 STANDARD CUBBIES - 2 NOTE:SEE 2/A7.2 FOR MO E STANDARD CUBBIES -4 NOTE:SEE 2/A7.2 FOR MO E CUBBIE STANDARD 14W x 60H x 14D NFO 13 28W x 60H x 14D NFO 14 CORNER FILLER CUBBIE END PANEL 20 WALL CABINET- 30" WALL CABINET- 30" CHILD LAVATORY - 30" -1 SINK 11 36W x 84H x 24D 1 O O 13W x 60H x 13D 1 3/4W x 64H x 14D O 30W x 30H x 1 OD 1 30W x 30H x 14D m Includes: Includes: Includes: 31 W x 21 H x 21 D 8 d 2566A Cubbie 4 Standard Includes: Includes Includes: Includes: Includes: 2702AUpper 2699A Cubbie 2 StandarInfant Bin-Bin 6 2693R Cubbie Standard Corner Filler 2567R Cubbie End Panel 2793A Wall Cabinet 30" 2722A Wall Cabinet 30" Upper locking double door, Upper right hinge(RH) locking door, Upper right hinge(RH) locking door, 8366R Wall Vanity, Strainer,Tailpiece, l heves Cultured Marble Countertop, 6 cubbies 2 cubbies, 2 bins, 2 hooks 4 cubbies, 4 bins, 4 hooks 2 shelves 2 sP. P to 9( Lower locking double door 1 wire divider unit can hold u 1 wire divider unit hold u Lock Double Doors Lock Double Doors Integral Bowl ) er( can P to 9) AGEGROUP STACKED AGEGROUP STACKED 5 CUBBIE UNITS CUBBIE UNITS 5 INTERIOR DETAILS TODDLERS-35 MOS. (UP TO 59 MOS): 30"AFF TODDLERS-35 MOS. (UP TO 59 MOS): 30"AFF 4 3 YRS-SCHOOL AGE (60+MOS): 32"AFF 3 YRS-SCHOOL AGE(60+MOS): 32"AFF A 7•2 v JOB NO. 190142.01 02019 ODA,P.0/ODA ALL RIGHTS RESERVED U U GENERAL CONTRACTOR TO SUPPLY AND INSTALL CAN LIGHT 12 NOT SUPPLIED BY rA STEVENS INDUSTRIES INC. LINO 2 1/16" T-6" Tt 5'-10 1/4" • • 5" PORTLAND, OR L FE-A 2737A (ALL MISC. PANELS) 8'-0" �i O I' 0" / � \ 2'-6" 2'-6" I'-2 I/8" 8'-0" 2714R (, 0„ TACKBOARD PA L Lock I Lock FORGO CORK 2 87 L-FE-R L-FE-R 2713R — 000 000 O O In ✓t O O o II II !V N 1564.0 _ 626.0 0 y.. [61 9/16-1 [24 5/8.1 C'TOP 2745R o o O Y w = 0 0 o w f - N L-FE-R N N F F F _ W W W d L-FE-R I Lock I Lock 2725A a a- M UU w L-FE-R L-FE-R O O O 2 6" T-6" 2'-0" T-9" 2 /16" L-FE-R L FE-R 0 S/ 6 w w w K l7 2' 6" 2'-6" O Z SINK INCLUDED 9'-7 I/8" r w w w w (FIELD INSTALLED) o N N N z m SHIPS WITH 3 LOOSE GROMMETS O SHELVES - COT SHELVES - STORAGE AND 28' OF SCRIBE MATERIAL — "CHILD LAVATORY -48" -2 SINK O O O COMMUNITY CABINET STAFF LOUNGE 49W x 21D 28 96W x ludes: 12D 96W x ludes: 12D `30 115W x 108H x 19D O 62W x 84H x 25D Includes: Includes: Includes: Includes: 3� Includes: 8367R Wall Vanity, Strainer,Tailpiece, 2713R Shelves-Cot 2714R Shelves-Storage Cultured Marble Countertop, 2 laminate shelves 5 laminate shelves 2733A Open Low Storage 42W x 39H x 17D 2725A Wall Vanity 30W x 23H x 24D Int 2734A Left Hinge(LH) Low Storage 24W x 39H x 17D 2731A Drawer Over Door Low Storage 30W x 33H x 24D Integral Bowl 3 uprights 3 uprights 6 brackets 15 brackets 2735A 2 Door Low Storage 45W x 39H x 17D 2722A 2 Door Wall Storage(2) 30W x 30H x 14D 2736A Open Hutch 42W x 66H x 17D 2745R Laminate Countertop/Backsplash/Endsplashes, Sink 2737R Miscellaneous Panels, Laminate Countertop, Grommets(3), Scribe Material (28') 3'-0" CABINET NOTES I. VERIFY DIMENSION IN FIELD PRIOR TO FABRICATION 2. FILLER PANELS TO MATCH CABINET FACE ' JJ�� - MATERIAL zo 1� I,_6„ M 0 WALL PER WALL TYPES E `� 2822R Ri" '-fyL R� PLASTIC LAMINATE (TYPE TBD) COUNTER SHIPS WITH 2 SHIPS WITH 2 TOP, FLAT EDGE,TYP. 6 MM (1/4" NOM.) FORBO TACKBOARD ENGINEERING 2'-10" LOOSE GROMMETS = LOOSE GROMMETS o PLASTIC LAMINATE (TYPE TBD) AT ALL VERT. @BULLETIN BOARD ONLY T-I 2' 0 5/8" I/2" 5/8"GYP. BD.,TYP. - M � I'-0" EXTERIOR SURFACES TYP.W/ALUMINUM 2759R T-1 1 1/2" Z' 0 5/8" — — REVEALS AS INDICATED ON ELEVATIONS • 2760A 13" 15895 SW 72ND AVE SUITE 200 .F. A.F PROVIDE BLOCKING AT LOCATIONS SHOWN PORTLAND OREGON 9 7 z z — — — M � _ - 2, iV F A X 5 0 3 2 2 6 1 6 " I"X2"PAINTED WOOD TRIM N WIRE PULLS- LOCATE 1-1/2" FROM VERTICAL W W W C I D A I N C . C D M 394.0 N — N EDGE(TYP.) USED FOR CHAIR RAIL AND 394.0 — — — — — — AROUND FORBO TACKBOARD 3 Locks I 1'-10 15/16" — — — MELAMINE AT ALL CABINET INTERIORS TYP. L-FE-R ['L-FET 1' 3 3/4" I'-1I 3/4" 10 IS/I6" • • • PLASTIC LAMINATE (TYPE TBD)AT ALL VERT. 3„ I'-11 3/4" o • • EXTERIOR SURFACES TYP. N • PROVIDE CORED HOLES FOR O RECEPTION DESK O RECEPTION DESK -ADA O RECEPTION DESK WALL CAP • • LABELING/PHONE/DATA 34 96W x 34H x 25D 35 96W x 34H x 38D 5 18W x 1 H x 12D SHELF PIN HOLES @ I"O.C.TYP.W/ADJ. Includes: Includes: Includes: 711 PLASTIC LAMINATE (TYPE TBD) SHELF 2760A 2 Drawer/File Drawer 15W x 29H x 24D 2760A 2 Drawer/File Drawer 15W x 29H x 24D 2822R 18" Laminate Wall Cap, Mending Plantes, 4" RUBBER BASE (TYPE TBD) 2759R Laminate Countertop/Backsplash/Endsplash, 2809R Laminate Countertop/Backsplash/Endsplash, Mending Plate Screws 0 Keyboard Tray, Pedestal Leg, Keyboard Tray, Pedestal Leg, Color:A78 Graphite Grafix Countertop Support, Grommets (2) Countertop Support, Grommets(2) RECEPTION BASE SECTION s CHAIR RAIL DETAIL OC 7" 3/4"= 1'-0" 064023-09B ]. 6" = 1'-0" Q �— rK rKW HEADER PER STRUCTURAL I I I- LU 5/8" GYP. BD.-- FINISH OZ ' 7 I� O ON PER FINISH PLAN O FLAT 2X BLOCKING FOR TV MOUNT ATTACHMENT O W m o T-0"A.F.F. Z I w � T.O. OPNG O Q N " >> V 0 WALL MOUNTED TV-- w Q �— PROVIDED BY OWNER, INSTALLED BY GC z > W N LL 10'-0"A.F.F. _ Z 0 L/7 B.O.ACT CLNG ° Q SUSPENDED CEILING PER RCP WALL FINISH PER FINISH PLAN SMARTMOUNT BRAND FLAT TV WALL MOUNT OR APPROVED EQUAL 9'-0"A.F.F. B.O.T.R. CLNG/BULKHEADU 3'-7"A.F.F. B.O. OPNG 0 1/2"GYP. BD.WITHIN TV ALCOVE-- FINISH PER FINISH PLAN FRAMED GYP. BD. CEILING PER RCP a 3 1/8" INTERIOR DETAILS 3 W/MANUF. E 6314- 9 3/4" A 7 3 _ b 9 BULKHEAD @ T.R. 10 TV ALCOVE 060023098 ]. 2"= I'-0" JOB NO. 190142.01 C (D20I9 ODA,P.CJCIDA ALL RIGHTS RESERVED U TARS N.�21WO SEE WALL TYPES a�\ • i 'L�A STUD WALL PER WALL TYPE MORTAR STOP r' PouUm QR HORIZONTAL METAL PLYWOOD SHEATHING OVER STUD WALL EXT.GRADE PLYWOOD CONTROLJOINT PER PLAN SHEATHING VENEER MASONRY UNIT OF V> 51 UD FRAMING SELF-FURRING METAL LATH OVER BUILDING SELF-FURRING METAL LATH OVER PER PLAN PAPER BUILDING PAPER EXTEND WALL SHEATHING AS SHOWN METAL CONTROL OINT 2X BLOCKING AT CONSTRUCTION JOINT-- STUCCO 1 EXTEND UP WALL 4" MIN. OUTSIDE CORNER STUCCO SYSTEM CASING BEAD H•_:a STUCCO CASING BEAD BACKER ROD AND SEALANT q[0.nP WEATHER-RESISTIVE BARRIER- LAP PRE-FINISHED SHEET METAL FLASHING EXTERIOR OVER THROUGH-WALL FLASHING AS SELF-FURRING M 2%—SLOPE ��sz i INDICATED LATH OVER WRB N 0 VERTICAL METAL MASONRY VENEER ANCHOR-PER STRUCTURAL oN O U o INTERIOR WEEP HOLES @ 24"O.C. MAX. o Z CONTROL JOINT BACKER ROD AND SEALANTp - ' - GROUT SOLID W/SHRINK-RESISTANT o U o EXISTING PLYWOO 1 1/2"f AIR CAVITY BRICK VENEER 0 I GROUT 2 0rn N SHEATHING00 - - - NTERIORn• C 2 Ip I THROUGH WALL FLASHING-EXTEND UP EXTERIOR INTERIORd �� c WALL 8"MIN.AS SHOWN H H N EXTERIOR WATER RESISTANTZ Z Z i �� I CONCRETE SIDEWALK OVER CRUSHED w w w F CASING BEAD J BARRIER <i ROCK BASE EXTERIOR INTERIOR 0 0 a w a. O O O Y w I 4 RjH' W W W Q SEALANT - - FlN.R0. p - Q O O CONCRETE SECTION d a Q dp o ~n ~n ~n m W W W W J FOOTING p N PLAN (DETAIL-A-) SECTION (DETAIL-B-) 1 TYPICAL CONTROL JOINT AT STUCCO 2 HORIZONTAL JOINT @ STUCCONENEER 3 VERTICAL JOINT @ STUCCONENEER 4 SILL FLASHING @BRICK VENEER CURB CONDITION) 8. T= 1'-0" NOTES. $. 3"= 1'-0" $. 3"= i'-0" $. 3"= 1'-0" 04090-01 MODIFIED 1. CUT METAL LATH AT CONTROL JOINTS 2. ALL STUCCO CONTROL JOINTS AND MOLDINGS TO BE ALUMINUM TPO ROOF MEMBRANE 6 CANT PER ROOF MANUF. CAP SHEET A8.1 FIBER CEMENT PANEL WALL ASSEMBLY PER FLOOR PLAN CONT. METAL CAP FLASHING BRICK VENEER 2" 4" 4" 2" COUNTER CONT. PT WOOD TOP PLATE-- RIP TO FIT CONT.SEALANT FLASHING CONCRETE SLAB ON GRADE- FOR CENTER LINE OF SCUPPER AND REINFORCING SEE STRUCT. SOLDER ' DOWNSPOUT TPO MEMBRANE ROOFING ON COVER BOARD-- WELD TO TPO-COATED FLASHING , �__ TPO-COATED METAL FLASHING INTERIOR ALUMINUM FLASHING-TO MATCH GASKETED NAIL 7-7 71SCUPPER OPEN EACH END r---- ----� TOP OF ROOF STOREFRONT-SET IN SEALANT-q" RIGID INSULATION RADIUS TO R-38 i i 2X PT BLOCKING CONT. CLEAT i BIRD SCREEN BACKER ROD AND SEALANT _ NOTE: SET ENTIRE SCUPPER ASSEMBLY IN CONCRETE SIDEWALK-- SLOPE UP AT i i ° MASTIC STUCC i i VERIFY PROFILE W/MANUFACTURER — `___ _ a N DOORS-SE CIVIL i o �\ d a p 15895 SW 72ND AVE SUITE 200 i I I p p d n . PORTLAND, OREGON 97224 EXTERIOR FAX : 503 . 226 . 1 670 DOWNSPOUT + + . . p www . cIDA1NccoN --- a BIRD SCREEN VERTICAL PT WOOD FURRING INTERIOR -r PROVIDE FLAT NAILER UNDER — — — — — — N COUNTER- FLASHING FOR SMOOTH 3"POLYSTYRENE INSULATION TO ATTACHMENT MIN.24" BELOW EXTERIOR GRADE- DOWNSPOUT RUN HORIZONTALLY AT FOOTINGS NOTE: SEE DETAIL 5/A8.1 R- S (SMOOTH 2.2 LBS/CU. FT.) WATER RESISTIVE BARRIER FOR VERTICAL DIMENSIONS THICKENED SLAB EDGE t III DOUBLE TOP PLATE BATT INSULATION TO R-21 L _ _ _ _ _ _ _ _ _ _ _ FOOTING WHERE OCCURS - s PARAPET FLASHING @ STUCCO riSCUPPER AND DOWNSPOUT @ WOOD WALL SCUPPER AND DOWNSPOUT ELEVATION 8 SLAB INSULATION GC 0 8. 3"= 1'-0" 8. 1 1/2"= 1'-0" 07710-05 8.1 1 112"= 1'-0" DTL-009 8. 1 1/2" = 1'-0" Q r`Vn� cl� r Li- O w N o CN U Cr- INSULATED PRE-ENGINEERED BARREL ROOF ACCESS HATCH O O VAULT SKYLIGHT-- FIELD VERIFYROOFING SYSTEM � W m EXACT LOCATION TO FIT WITHIN I I Z Q W Q PANELIZED ROOF SYSTEM ROOF HATCH WITH RIGID INSULATION A8.1 I. PROVIDE CRICKET AT HIGH O 8d @ 24"O.C. L) ` ' SIDE OF SKYLIGHT TPO MEMBRANE OVER INSULATION& > V (OR PER MANUF. SINGLE LAYER SELF-HEALING COMMENDATIONS) RUBBER MEMBRANE AS REQUIRED FOR DRAINAGE. ROOF STRUCTURE z> _ 2. SEE SECTION 077210 OF 2 SKYLIGHT COUNTER FLASHING SPECIFICATION FOR MODEL 7 '71W N r SHEET METAL COUNTER FLASHING W/ MIN. P.T. 2 x 10 CURB-- DRIP 3. MANUFACTURER SHALL SUBMIT ATTACH TO ROOF SYSTEM WITH 16d TO A/E AND JURISDICTION AS REQUIRED CUT SHEETS THAT I J FOUND PERIMETER-. Z INCLUDE ICBO APPROVAL FOR BA XAIL- TOE NAILS @ 6" O.C. FLAT Z SNOW LOAD RATING OF 25 PSF BAR RAIL TYP. SIMPSON LSTA12 OR GREATER,AND ANY \ / 3/4 DIA.PIPE RUNG-TYP. EACH CORNER FIBER CANT STRIP APPLICABLE ATTACHMENT :ONNECTING CURB SHEET METAL FLASHING REQUIREMENTS TO 2x FRAMING Z o EMBER-- BUTT CURB TPO MEMBRANE ON WOOD DECK-- FLASH @ CORNERS FACE &SEAL ALL EDGES PER MANUF. L 8 I X /16 W 4 0 DIA LAG INTO NAIL W/ (3) 16d RECOMMENDATION (2) 2x FRAMING BLOCKING @ BOLTS 0"O.C.MOAX. W b W 16d @ 6"O.C. 0 x A v I OPEN FIBER CANT L 2X2X3/16'W/3/4"DIA 5 (2) 2x FRAMING Q EXPANSION BOLTS INTO CONCRETE 4" MIN. m FINISH FLOOR o EXTERIOR DETAILS ROOF JOIST BEYOND LSTA12-TYP. (OF4) 4) ROOF SHEATHING E - - - -(2) 2 X 6 FRAMING EACH END SUB-PURUN WITH HANGER EACH END OPENING-- SIMPSON F26-2 EACHH "20 A8•END SKYLIGHT FRAMING DIAGRAM ROOF SUB-PURLIN NTS 9 SKYLIGHT CURB 11 ROOF HATCH 12 ROOF LADDER JOB NO. 190142.01 r 8. 3"= 1'-0" 3" _ V-0" D7l-008 1/4"= '-0" DTL-009 02019 ODA P.G/ODA ALL RIGHTS RESERVED V 8" MAX AVID STUCCO SYSTEM PREFINISHED METAL ROOF PANEL UND 212 NOTE: FULL DEPTH OF WALL ASSEMBLY T W. L NOT SHOWN FOR CLARITY UM CONTINUOUS SEALANT APPLIED TO WEATHER SIDE W � SHEET METAL FLASHING-- LAP OF FASTENER • • UNDER WATER RESISTANT BARRIER FASTENER-PER METAL ROOF MANUFACTURERS WA�2 ALUMINUM CASING BEAD /F vi• 13'-4 3/4" CONT. SEALANT — — — — — — — — — _ — — T.O. ROOF BOX RIB ROOFING r ANGLE-PER STRUCTURAL o 0 HSS CANOPY SUPPORTS PER STRUCTURAL o 0 Ln N I O - N CHANNEL � Z Y o O w o 0 MO w S I C'� U � o _ ~ ul W N V •� I — _ — _ _ _ — — — _ — K K a_ Z Z Z ~ I F F F F F D 0 d a- w I J J J Y W W W K � 0'-0" FIN. FLOOR < F 0 ELEVATION/SECTION @ FRONT CANOPY 3 ENTRY CANOPY AT STUCCO WALL FLASHING AT FRONT EDGE OF CANOPY 8. 1/4" 3"= 1'-0" 3'-0" HSS COLUMN PER PLAN PREFINISHED SHEET METAL ROOFING (A o li 0 STRUCTURAL PLATE FINISH PER ARCH. BLOCK OUT ATC NNECTIONS ' PREFINISHED BOX-RIB METAL ROOFING --- THREADED ROD THREADED RO , ----- ------ ARCHITECTURE SHEET METAL FLASHING- LAP UNDER RIB BOX WATER RESISTANT BARRIER ROOFING ` ` ` $ PROVIDE 3/8 SPACERS GU 7'�` BETWEEN BENT PLATE CONT. SEALANT TTER STEEL PER AND C-CHANEL TO ALLOW FOR WATER HSS CANOPY SUPPORTS PER STRUCTURAL 1/4"/FT. MIN u I N T E R 10 ' DRAINAGE STRUCTURAL RIB BOX ROOFING 15895 SW 72ND AVE SUiTE STEEL PURLIN TUBE METAL FLASHING PORTLAND, OREGON 97224 CHANNEL PER PLAN T E L 5 0 3 2 2 6 1 2 8 5 SHEET METAL GUTTER-- ATTACH PER GUTTER 8,-0" W W W C I D A I N C C O M MANUFACTURERS RECOMENDATION T m � FINISH FLOOR STEEL RAFTER TUBE DOWNSPOUT s PURLIN AT RIDGE 6 SIDE EDGE OF CANOPY CANOPY @ SIDE ENTRY ELEVATION/SECTION @w- SIDE ENTRY CANOPY 0 8. 3"_ 1'-0" 8. 3°= 1'-0" 8. 3/4"- 1'-0" ry- LJJ LL � ° ' W N o >' � W O 0 m `^ cC c Zry o Wry z Q 3W cn Ln s 0 s Nyy LJ F 3 CN J N ml EXTERIOR DETAILS a s : D A8. 2 JOB NO. 190142.01 C 02019 CIDA,P.GIODA ALL RIGHTS RESERVED Y 'u Z 23-zo20 STRUCTURAL GENERAL NOTES UCTUR�� � PR CODE CONCRETE METALS POST-INSTALLED CONCRETE ANCHORS 2019 OREGON STRUCTURAL SPECIALTY CODE, OSSC 2019 1. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 3000 PSI 1. ADHESIVE 1. MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY=36 KSI, UNLESS NOTED A. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS DESIGN CRITERIA 2• CONCRETE MIX DESIGN PER ACI 318 CHAPTER 5 (BUILDING CODE REQUIREMENTS FOR 2 OTHERWISE. STEEL BEAMS TO BE ASTM 992, FY=50 KSI, UNLESS NOTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS WITHIN S CORI REINFORCED CONCRETE) SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER. THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS '9M 8� SOIL BEARING: 3. MAXIMUM W C RATIO FOR FOUNDATIONS AND WORK NOT EXPOSED TO VIEW 0.58 OTHERWISE. B. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-14 SECTION 17.1.2, ADHESIVE EXPIRES: 12 31 21 3000 PSF ALLOWABLE FOR GENERAL FOUNDATION BEARING MAXIMUM W/C RATIO FOR SLABS AND WORK EXPOSED TO VIEW 0.48 3. TUBES TO BE ASTM A500 GRADE C, FY=50 KSI; PIPES ASTM A53 GRADE B, FY=35 KSI. ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS 5000 PSF ALLOWABLE FOR FOUNDATIONS SUPPORTING WINDC. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO ACI 318-14, AND SEISMIC LOADS (PER GEOTECHNICAL REPORT PROVIDED BY 4. MAXIMUM SLUMP 4" PLUS OR MINUS 1". 4. BOLTS TO BE ASTM A325, UNLESS NOTED OTHERWISE. SECTION 17.8.2.2 INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD GEOTECH SOLUTIONS INC DATED MARCH 13, 2020) 5. SAWCUT CONTROL JOINTS 1/4 SLAB DEPTH. 5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH WITH AWS STANDARDS. ACI AND IN ACCORDANCE WITH ACI AND IN ACCORDANCE WITH ACI 318-14, SECTION 17.8.2.2. PROOF ROOF LOADS: 6. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT DEAD = 18 PSF OSSC 2019 SECTION 1704. 6. ALL STEEL TO HAVE SHOP COAT. OF INSTALLATION. NOTE: THE STATE OF OREGON DOES NOT REQUIRE ADHERENCE TO ACI 318-14, 0 0 SNOW: BASE = 10 PSF7. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON 7. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO SECTION 17.8.2.2. 0 0 GROUND = 10 PSFo GRADE MAY BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. FABRICATION. ROOF PARAMETERS 2. MECHANICAL o - CE = 1.0, CT = 1.0, Is = 1.0 8. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. 8. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. A. MECHANICAL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL MECHANICAL o PF = 25 PSF + DRIFTING ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE N Z 9. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL CONCRETE SLABS ON GRADE SHALL 9. BRACING RODS TO BE INSTALLED TAUT; ONE STANDARD TURNBUCKLE PER ROD MAY o O BE BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED BE USED. PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. M N w o 0 WIND LOADS: AREA DOES NOT EXCEED 400 SQUARE FEET. V m BASIC WIND SPEED (3 SECOND GUST) = 97 MPH 10. LATEST AISC, SJI, AND AWS CODES APPLY. ALL CONSTRUCTION PER LATEST AISC � o EXPOSURE CATEGORY = B 10. DOWELED CONNECTIONS TO EXISTING CONCRETE TO USE "HILTI" BRAND HIT-HY 200 OR HANDBOOK. Fd qh=14.3 PSF SIMPSON SET-XP ADHESIVE. 11. ALL CONCRETE SCREWS SHALL BE "SIMPSON TITEN-HD" ANCHORS, "DEWALT SCREW-BOLT" OR APPROVED EQUAL WITH ICC-ES RATING FOR MATERIAL INTO WHICH INSTALLATION Z Z Z EARTHQUAKE: w w w E TAKES PLACE. SEISMIC PARAMETERS: d a a w RISK CATEGORY II 12. ALL ADHESIVE ANCHORS TO BE ASTM A36 OR ASTM A307 W/ "HILTI' BRAND HIT-HY 200, O O O a IMPORTANCE FACTOR = 1.0 SIMPSON SET-XP ADHESIVE, DEWALT PURE110+ EPDXY OR DEWALT AC200+ ACRYLIC Q Q a 3 0 MAPPED: Ss = 0.853, Si = 0.39 SITE CLASS: D REINFORCING DESIGN: SIDS = 0.682 13. ALL REFERENCE TO HEADED STUDS SHALL INDICATE AUTOMATIC WELDED HEADED < w w w w SEISMIC DESIGN CATEGORY = D STUDS (NELSON OR EQUIVALENT). o m FORCE RESISTING SYSTEM: R OMEGA Co 1. DEFORMED BARS ASTM A615, GRADE 60. WELDED BARS ASTM A706, GRADE 60. WELDED LIGHT-FRAMED WALLS WITH RATED SHEATHING 6.5 3 4 WIRE FABRIC PER ASTM A185, WIRE PER ASTM A82. 14. ALL EXTERIOR STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED - DESIGN: R = 6.5 SEISMIC RESPONSE COEFFICIENT: Cs = 0.105 2. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES, SIN ACCORDANCE WITH ACI 318, CHAPTER 12. LAP SPLICES IN COLUMNS SHALL BE STANDARD DESIGN BASE SHEAR: 27.OK COMPRESSION LAP SPLICES PER LATEST EDITION OF ACI 318. DESIGNED WITH EQUIVALENT LATERAL FORCE PROCEDURE STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. LAPS IN ENGINEERED WOOD JOISTS PROGRAM FOOTNOTES: WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN (1.) THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 2019 OSSC CHAPTER 17 BY A CERTIFIED OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, CROSS WIRES PLUS 2 INCHES. 1. DESIGN, FABRICATION, AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION OF REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL APPLICABLE ICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE SHOP NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION FOUNDATION 3. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS CONNECTED TO JOISTS AND DESIGNED AND FURNISHED BY JOIST FABRICATOR. REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL ANY MATERIALS WHICH AND INTERSECTIONS OF FOOTINGS AND WALLS. REINFORCING BAR SPACINGS GIVEN ARE FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL 2. CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS BY A CIVIL OR STRUCTURAL SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 1. FOOTINGS TO BEAR ON NATIVE SOIL OR ENGINEERED FILL AS PER GEOTECHNICAL REPORT. VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE ENGINEER REGISTERED IN THE STATE OF OREGON FOR REVIEW PRIOR TO MANUFACTURE. 2. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 18" BELOW FINISHED GRADE. PLACING CONCRETE. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARD (2.) SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER COMPRESSION DOWEL EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF ACI 318. 3. ADDITIONAL JOISTS WILL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL 2019 OSSC 1704.2.5 4. CLEAR CONCRETE COVERAGES AS FOLLOWS: EQUIPMENT. (3.) CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING 4. CONTRACTOR MAY SUBSTITUTE EQUIVALENT ENGINEERED WOOD JOISTS HAVING A THE WORK REQUIRING SPECIAL INSPECTION (2019 OSSC 202). PERIODIC SPECIAL INSPECTION MEANS THAT THE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH -------------3" GENERAL EXPOSED TO EARTH OR WEATHER CURRENT ICC-ES REPORT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRINGSPECIAL INSPECTION IS IN COMPLIANCE. ' 6OR LARGER ------------------------2" ALL DETAIL CHANGES. SHOP DRAWINGS SHALL INDICATE ALL DETAIL CHANGES REQUIRED. 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE 5 OR SMALLER --------------------1 1/2" OTHER CRITERIA CONSIDERED IN EVALUATION OF SUBSTITUTION REQUESTS MAY INCLUDE (4.) ALL WELDS SHALL BE VISUALLY INSPECTED. FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. COLUMNS (TO TIES) ------------------1 1/2" FIRE RATING, SOUND TRANSMISSION DATA, ETC; CONTACT PROJECT ARCHITECT FOR LIST , THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE BEAMS (TO STIRRUPS) ----------------1 1/2" OF APPLICABLE NON-STRUCTURAL PROPERTIES. STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT ALL OTHERS PER LATEST EDITION OF ACI 318 (5.) ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER APPROVED METHOD. BE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. COF THE ABOVE TION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION SPECIAL INSPECTION PROGRAM (6.) SPECIAL INSPECTION 1 NOT REQUIRED WHERE FASTENER SPACING OF THE SHEATHING IS GREATER THAN 4" O.C. PER 2019 OSSC 1705.11.1 & 1705.12.2 ENCI\J'r RING! 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH MIN. REINF. BAR SPLICE LENGTHS IN CONCRETE DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH u I N T F l� R A/E. ESTABLISHED PER ACI 318 SECTION 12.2 & 12.3. ITEM CONTINUOUS (3) PERIODIC (3) REFERENCED STANDARD COMMENTS 5895 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS Rw 72ND Te 200 SOILS PORTLAND, OREGON 97224 OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. BAR SIZE LAP GRADING, EXCAVATION & FILL PER GEOTECHNICAL ENGINEER T E L : s 0 3 . 2 2 6 . 1 2 e s 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH GR FINAL FOUNDATION PREPARATION PER GEOTECHNICAL ENGINEER F A x : s 0 3 . 2 2 6 . 1 6 7 0 STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. WWW . C i D A i N C C o N 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, #3 60 22" CONCRETE MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS 1) INSPECTION OF REINFORCING STEEL - X ACI 318: 3.5, 7.1-7.7 AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. #4 60 29" 2) INSPECTION OF ANCHORS CAST IN CONCRETE - X ACI 318: 8.1.3, 21.1.8 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR3) INSPECT ANCHORS POST-INSTALLED IN HARDENED ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE /5 60 36 CONCRETE MEMBERS ALL DETAILS. NOTES: A. EPDXY ANCHOR INSTALLATION X - ACI 318: 17.8.2.4 PER ICC-ES REPORT FOR ANCHOR 1. VALUES SHOWN ABOVE ARE FOR CLEAR COVER OF 1 BAR DIAMETER MINIMUM AND B. MECHANICAL ANCHOR INSTALLATION - X ACI 318: 17.8.2 PER ICC-ES REPORT FOR ANCHOR 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL CLEAR BAR SPACING OF 2 BAR DIAMETERS MINIMUM. WHERE COVER OR BAR SPACING 5) VERIFYING USE OF REQUIRED DESIGN MIX - X ACI 318: CH. 19, 26.4.3, 26.4.4 IBC 1904.1, 1904.2, STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL IS LESS THAN THIS INCREASE LAP LENGTH BY 50 %. 1908.2, 1908.3 GOVERN. 2. NO BUNDLED BARS. 6) AT THE TIME FRESH CONCRETE IS SAMPLED TO X - ASTM C172 IBC 1908.10 8. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW 3. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE. FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM C31 Q SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE SLUMP AND AIR CONTENT TESTS, AND DETERMINE ACI 318: 26.5, 26.12 Q STATE OF OREGON THE TEMPERATURE OF THE CONCRETE 9. ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL ® LIKE CONDITIONS 7) INSPECTION OF CONCRETE PLACEMENT X - ACI 318: 26.5 IBC 1908.6-1908.8 FOR PROPER APPLICATION TECHNIQUES CARPENTRY 8) INSPECTION FOR MAINTENANCE OF SPECIFIED CURING X ACI 318: 26.5.3-26.5.5 IBC 1908.9 cr_l TEMPERATURE AND TECHNIQUES �, F Lw 1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. 9) INSPECT FORMWORK FOR SHAPE, LOCATION, AND - X ACI 318: 26.11.1.2(b) SHOP DRAWINGS 8d COMMON = 0.131"0 x2j" DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED u w r4 SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: 10d COMMON = 0.148"0 x 3" 0 z r\ 16d COMMON = 0.162"4 x STRUCTURAL STEEL. O 1. REINFORCING STEEL NAILING FASTENERS NOT MEETING THESE DIMENSIONS MUST BE SUBMITTED AS A SUBSTITUTION REQUEST AND APPROVED BY ENGINEER PRIOR TO USE. 1) MATERIAL VERIFICATION OF HIGH-STRENGTH O O 2. STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING WELD INSERTS AND ANCHORS BOLTS, NUTS AND WASHERS W m BOLT & ROD SUBMITTALS TO REFERENCE ASSOCIATED STRUCTURAL DETAIL(S) 2. ALL NAILING TO BE IN ACCORDANCE WITH OSSC 2019 TABLE 2304.10.1 A. IDENTIFICATION MARKINGS CONFORM TO ASTM - X APPLICABLE ASTM MATERIAL SPECIFICATIONS; Z Q UNLESS NOTED OTHERWISE. STANDARDS SPECIFIED IN THE APPROVED AISC 360 SECTION A3.3 0 Lu cr- 3. GLULAM BEAMS 3. ALL NAILS TO PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED CONSTRUCTION DOCUMENTS U f ' Q 4. ENGINEERED WOOD JOISTS B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - X Q 4. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND OR EQUIVALENT 2) INSPECTION OF HIGH STRENTH BOLTING - X AISC 360, SECTION M2.5 z 5. FRAMING NAILS (MANUFACTURER, MODEL AND PHYSICAL DIMENSIONS) - MUST BE SPECIFICALLY APPROVED BY ENGINEER. 3) MATERIAL VERIFICATION OF STRUCTURAL STEEL SUBMITTED PRIOR TO STARTING FRAMING 5. ALL FRAMING HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER TO BE A. IDENTIFICATION MARKINGS CONFORM TO AISC 360 - X AISC 360, SECTION N21 W Lr) IDENTIFICANTION MARKINGS CONFORM TO ASTM Q ELECTRONICALLY TRANSMITTED SUBMITTALS TO CONSIST OF NOT MORE THAN (4) SEPARATE FILES, HOT DIPPED GALVANIZED B. APPLICABLE ASTM MATERIAL STANDARD WITH FILE NAME(S) CLEARLY IDENTIFYING EACH COMPONENT. PREFERRED FORMAT IS A SINGLE 6. LUMBER GRADES: STANDARDS SPECIFIED IN THE APPROVED X Q �_ PDF FILE WITH FIRST PAGE BEING A COVER SHEET THAT HAS BLANK SPACE AVAILABLE FOR -GLULAM BEAMS, 24F-V8 AT CANTILEVER AND 24F-V4 AT CONSTRUCTION DOCUMENTS �p EXPECTED NUMBER OF REVIEW STAMPS. OTHER CONDITIONS; C. MANUFACTURER'S CERTIFIED MILL TEST REPORTS - X U - -ALL SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE i DF#2 OR BETTER; 4) MATERIAL VERIFICATION OF WELD FILLER MATERIAL -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE A. IDENTIFICATION MARKINGS CONFORM TO ASTM - X AISC 360 SECTION A3.5 TREATED. STANDARDS SPECIFIED IN THE APPROVED s CONSTRUCTION DOCUMENTS APPLICABLE AWS A5 DOCUMENTS STRUCTURAL OBSERVATIONS 7. MOISTURE CONTENT OF LUMBER TO BE S19% AT TIME OF INSTALLATION. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - X 8. PLYWOOD: 5) INSPECTION OF WELDING CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER TO ARRANGE FOR A STRUCTURAL OBSERVATION BY THE -FLOOR SHEATHING 3/4" APA INDEX 48/24, EXPOSURE 1; 1) PARTIAL COMPLETE PENETRATION GROOVE WELDS X - AWS D1.1 REF. NOTE 2 & 5 5 ENGINEER OF RECORD OR HIS/HER REPRESENTATIVE 48 HOURS PRIOR TO COVERING UP THE FOLLOWING. -ROOF SHEATHING 5/8" APA INDEX 32/16, EXPOSURE 1; -WALL SHEATHING 1/2" APA INDEX 24/0, EXPOSURE 1; 2) MULTIPASS FILLET WELDS X 1. WOOD ROOF DIAPHRAGM NAILING AND STRAPPING -NAIL AS SHOWN ON FRAMING PLANS. 3) SINGLE PASS FILLET WELDS > 5/16" X - AWS D1.1 REF. NOTE (2 & 4) (NOTE: OBSERVATION TO OCCUR PRIOR TO INSTALLATION OF WALL FRAMING ABOVE THAT WILL CONCEAL 9. DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. 4) PLUG AND SLOT WELDS X - STRAPS, NAILING TO COLLECTORS, AND/OR RIM BOARD NAILING.) 5) SINGLE PASS FILLET WELDS < 5/16" - X 10. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR 6) FLOOR AND DECK WELDS - X AWS D1.3 2. SHEAR WALL NAILING AND ANCHORAGE APPROVAL OF ARCHITECT/ENGINEER. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS. GENERAL NOTES (NOTE: DO NOT COVER STRUCTURAL WALLS WITH FINISHES UNTIL ALL STRAPPING HAS BEEN INSTALLED AND PROVIDE 1 X 3 OR METAL CROSS BRIDGING AT MIDSPAN AT ALL JOISTS. PROVIDE STRUCTURAL WOOD 2' SOLID BLOCKING AT SUPPORT OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND 1) NAILING, BOLTING, ANCHORING AND OTHER - X 2014 OSSC 1705.11.2 NAILING OBSERVATION IS CONDUCTED.) UNDER BEAMS IN BEARING WALLS. PROVIDE 2 X SOLID BLOCKING AT MID-HEIGHT FASTENING OF COMPONENTS WITHIN THE REF. NOTE (6) OF BEARING STUD WALLS. WIND/SEISMEC FORCE-RESISTING SYSTEM S�. INCLUDING A. WOOD SHEAR WALLS o B. WOOD DIAPHRAGM 9 C. DRAG STRUTS JOB NO. 190142.01 D. BRACES ©2019 ODA P.ClODA ALL RIGHTS RESERVED E. HOEDOWNS �._ 2 23'Zo20 9�AUCTrij? A B C D NOTE: DO NOT INSTALL FINISHES OVER PLYWOOD PRIOR TO ���,0 PROFfs. 168'-0" NAIILING OBS RVATIONPLETION OF ALL SCONDUCTEDG INSTALLED AND SHEARWALL Gc� wt�t+ �i 53'-8 " 57'-82" 56'-6$" 26'-458" 28'-101" 28'-101" 28'-3Z" 8 27'-4' 4 4 28'-3' 8 NOTE: ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL ® AT ss N��_ I LIKE CONDITIONS. s14f COR9\� v I o 42'-4" S+� 0 6 0 5 0 79'-4„ 0 v q " 7 +' s2.1 7 0 52.1 �' EXPIRES: 12 31 21 52.1 '�OP NOTE: COIL STRAPS TO BE INSTALLED FLAT TO FRAMING, WITH NO F.O.S. BUCKLING OF EXCESS LENGTH BETWEEN FASTENERS. r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I aN o 0 6 I I I N I 2 z Lw0 I o o o 0 U ry Lu 00 I 1 o 0 0 3 a a a a w o z ti ti ti ti ti ti ti 0 0 0 3 g ss ss ss ss ss ss ss t t C C D m 7 rr co rr z• ❑A 4 A A ❑A 4 A ❑A >t I 52.1 w COL. L J 4 L _J L J S2.1 10 I I 10 I +6 7 S3.1 I S3.1 I OP S2.1 I I co II 8 II 8 s2.1 I S2.1 AD 5 1 II II I D s21 I I I I I I I I I 6 N I I I I 2 I s21 I II II I I II II I II II I , I l k I J� I a a I I 10 I �� ��I Ir . . ENGINEERING F.o.s. L - - - - - - - - - - - - - — - - - - - - - - - - - � - - - - - - - - — — — — — — — - - — — — — — — — — — — — - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - u I N T E R 16 3 1 5 S3.1 TMP 1&51 0 I 15'-8" 52.1 I 37'-8" S2.1 I 34'-6" I I I I 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 T E L : 5 0 3 2 2 6 1 2 8 5 I I I F A X 5 0 3 . 2 2 6 1 6 7 0 I I I WWW . C I D A I N C C O M NORTH 0 FOUNDATION PLAN OCaf SHEAR WALL SCHEDULE af NAILING OF MULTI-PLY STUDS LTP4 SPACING SILL PLATER l� W MARK SHEATHING 1,2,3 PANEL EDGE NAILING 4,5,6,7,10 AT ABUTTING PANEL EDGES (RIM TO TOP PLATE) d ~ LL_ lq SIZE NAILING ANCHORAGE, Q Ln CV FOUNDATION LEGEND FOUNDATION PLAN KEYNOTES 0' ONE SIDE 15/32" PLYWOOD 10d NAILS AT 6" D.C. (2) Rows 16d AT 12" Q.C. 24" 2x 16d AT 6" D.C. 32" O.C. o z � C.J. CONTROL JOINT 2 O of F.O.S. FACE OF STUD O 5" CONC SLAB, REINF WITH #4 AT 24" O.C. O SHEAR WALL SCHEDULE NOTES: W m O CONCRETE FOOTING -- SEE SCHEDULE THIS SHEET 2 CONTROL/CONSTRUCTION JOINTS 0 20'-0" MAX. 0 RATIOS 1) ALL PLYWOOD SHEATHING EDGES SHALL BE BLOCKED WITH 2x FLAT BLOCKING AND NAILED PER SCHEDULE. Ln W O N.T.E. 2:1 AND 400 SQ.FT.--SEE DETAILS 1/52.1 AND 2/52.1 Ln 2) WALLS WITH PLYWOOD SHEATHING EACH FACE SHALL HAVE AN OFFSET PANEL JOINT LAYOUT ON ff 2x6 C� 16" O.C. WOOD STUD BEARING/SHEARWAIL, TYP OPPOSING FACES TO PROVIDE EDGE NAILING ON DIFFERENT STUDS, OR 3x FRAMING MAY BE USED WITH U W Q SIMPSON HOLD-DOWN PER 3/S2.1 STAGGERED EDGE NAILING. 3IL 0 3) PLYWOOD SHEATHING SHALL EXTEND TO THE TOP PLATE FRAMING AT DIAPHRAGM SHEATHING HEIGHT, w Q F— O 4O Z WOOD SHEAR WALL FROM FOUNDATION TO ROOF W#4x4'-0" WHERE CONTROL JOINTS DO NOT ALIGN U.O.N. AND PROVIDE COMPLETE COVERAGE TO OUTSIDE EDGES TO VERTICAL BOUNDARY MEMBERS. 1 SEE SCHEDULE THIS SHEET 4) PLYWOOD SHEATHING SHALL BE NAILED AT INTERMEDIATE FRAMING MEMBERS WITH PANEL EDGE NAILS AT 12" O.C. N 5) PLYWOOD SHEATHING SHALL BE NAILED WITH COMMON NAILS. - � COL. CENTER LINE OF COLUMN I- 6) NAIL HEADS SHALL NOT PENETRATE FACE PLY OF SHEATHING. 110 7) NAIL PLYWOOD SHEATHING AT BOUNDARY MEMBERS AND TOP PLATES WITH EDGE NAILING PER SCHEDULE. u — 8) SILL PLATES IN CONTACT WITH CONCRETE STEM WALLS, SLABS AND FOOTINGS SHALL BE PRESSURE TREATED. i 9) SILL PLATE ANCHORS SHALL BE 5/8"0 J-BOLTS WITH 7" EMBEDMENT OR 5/8"0 SIMPSON TITEN-HD s FOUNDATION NOTES. SCREW ANCHORS WITH 5" EMBEDMENT. ALL ANCHORS SHALL HAVE I'L0.229"x3"x3" PLATE WASHERS ON TOP OF SILL PLATE. MINIMUM OF (2) ANCHORS EACH SHEAR WALL, 12" MAX FROM EACH END OF • SEE ARCHITECTURAL/MECHANICAL DRAWINGS FOR DRAINS, SLOPES, AND SILL PLATE. ALL ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY ENGINEER. OTHER FLOOR DEPRESSIONS NOT SHOWN. FOOTING SCHEDULE 10) WALLS W/ 4" O.C. OR TIGHTER PANEL EDGE NAIL SPACING SHALL BE FRAMED SUCH THAT FRAMING AT ABUTTING PANEL EDGES co SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND CONSISTS OF 3x, FLAT 2x, OR DOUBLE 2x WITH NAILING PER SHEAR WALL SCHEDULE AT ABUTTING PANEL EDGES. STAGGERED ' MARK WIDTH LENGTH DEPTH REINFORCING NOTES NAILING IS REQUIRED FOR FASTENING OF ABUTTING PANEL EDGES TO THE SAME FRAMING MEMBER. WALLS NOT SHOWN. �, QA 4'-0" 4'-0" 1'-4" (5) #5 E.W. T&B 11) SILL PLATE NAILING APPLIES AT SHEAR WALLS LOCATED ON TOP OF WOOD-FRAMED FLOORS. • SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT SILL PLATE ANCHORAGE APPLIES AT SHEAR WALL CONNECTIONS TO CONCRETE STRUCTURE BELOW. n REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL AND FILL PLACEMENT REQUIREMENTS. FOUNDATION PLAN • VERIFY ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH ARCHITECTURAL DRAWINGS. s i • • ANCHOR NON SHEARWALLS WITH 5/8"0 J-BOLTS WITH 7" EMBEDMENT OR 5/8"0 TITEN HD WITH 5" EMBED AT 32" O.C. s a JOB NO. 190142.01 0 ©2019 ODA,RC7CIDA ALL RIGHTS RESERVED 9 W 2 2 -Zozo gSRUCTUj? PROFFf ,y 168'-0" 53'-8 5/8" 57'-8 1/2" 56'-6 7/8" 26'-4 5/8" 27'-4" 28'-10 1/4" 28'-10 1/4" 28'-3" 28'-3 7/8" C00% EXPIRES: 12 31 Zi 2 2 3 44S3.2 S3.2 8 53.2 S3.1 P(2) (3) 2x8 GLB 5x9 GLB 5x9 GL 54x6 GLB S�x6 GLB=5jx6 (3) 2xg GLB 54x9 (3) 2x8 (3) 2x8 IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIilllll IIIIIIIIIIIIIIIIIIIIII o0 1 I I 1 1 1 I I 1 I I I I I I I I I I I I I I II I II I I I II I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I 1 I 1 I I I I I T �_ o 2 9 9 00 o - x N N c�, Z Y J If I I I I I I I 1 1 I I I I I I I I I II I II J 4 R I 11 I I l---T I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I 1 I I I 1 I I ~ ON r C I O N 2 p I I I I I I I I I I I I I I I I I I I I I I I I S3.2 I I I I I I I I I I I I I I I I I I I II II —i I I II II I I I 1 I I I I I I I 1 1 I I I I I I I J — I I I I I I I I I I I I I I I I I I 1 I I I W W W F _ OL CL a- 62 9 53.1 I I I I I I 1 I I I I 1 1 I I I I I 5 II I 11 x I II I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I 1 Q Q 0 O Z 73 7 g � t t C z) 0 v v v v m 4 A A I I I I I I I I I 1 I I I I 11 II I I I II II 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I rl' GLB 5x28 1 1 1 1 1 1 1 1 1 1 1 GLBI 5x2841 I II I II II I III IGLB 'Sdx28� I � I I I III I GLB 5x28 IIIII I I I I I IGLB 5dx2&� I l l l l l l l l l GLB '54x28} 1 3 � � IIIIIIIIIIII 1111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII13 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I S3.1 I S 1P ( S1 .1 S3. I S3 1 S3.1 I I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I 1 I I I I I 1 I I I I I I S3. S3.2 10 I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I 1 1 I I I I I I I I I I I I I I I 1 I I I I I I 00 6 m 1 J J I I I I I 1 I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I 1 I I I I I N 00 I I I x I m 721. 53.1 I I M I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I I I I I 1 I 1 I 1 I I I I I I I 1 1 1 I I I I I I 1 1 I I I I I I I I I I I IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (3) 2x8 GLB 54x9 GLB 5W GLB 54x9 (3) 2x8 (3) 2x8 GLB 5x9 GLB 5jx9 (3) 2x8 (3) 2x8 2 18 5695 SW 72ND AVE SUITE 200 I I S3.1 53.2 , 1 PORTLAND, OREGON 97224 I I T E L 5 0 3 2 2 6 1 2 8 5 F A X 5 0 3 2 2 6 1 6 7 0 W W W C I D A I N C C O M I I I I I I I I NORTH ROOF FRAMING PLAN o ROOF FRAMING NOTES: KEYNOTES • PROVIDE (3) 2x6 HEADERS PER 1/53.1 AT OPENINGS IN STRUCTURAL WALLS U.N.O. O 15/32" PLYWOOD NAILED SHEATHING W NAIL W/ 10d ® 6" O.C. EDGE & 12" O.C. FIELD d LL_ • COORDINATE ALL ROOF SUPPORTED EQUIPMENT WITH CONTRACTOR PRIOR TO STRONG AXIS PERPENDICULAR TO JOISTS--BLOCK ALL EDGES OR O N CV FABRICATION OF JOISTS AND GIRDERS. PROVIDE ADDITIONAL FRAMING AS NECESSARY. PROVIDE SHEATHING CLIPS AT CENTER OF JOIST BAYS ALONG ALL Z LL � PROVIDE SHOP DRAWINGS SHOWING EQUIPMENT SIZE, WEIGHT AND LOCATION. UNBLOCKED EDGES O Z • BRIDGING AT JOISTS NOT SHOWN FOR CLARITY. PROVIDE BRIDGING AS SPECIFIED BY 16" RED-165 0 24" O.C. W/ 5 O cr� JOIST MANUFACTURER. COORDINATE BRIDGING LOCATIONS WITH SPRINKLER MAINS. 2O SIMPSON ITS2.56/16 TOP FLANGE HANGERS AT WALL & BEAM i• Q O MAX NAILING FOR UPLIFT RESISTANCE REQUIRED AT WALL cC W m • FOR ROOFTOP ELEVATIONS SEE ARCHITECTURAL SHEETS. AND WITHIN 7'-0" OF GRIDS 1 & 4 AT BEAM LINE. ~i2 W Q ROOF LOADING: DL=18 PSF SL=25 PSF O • SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. 0- 18" RED-165 ® 24" O.C. W/ U O � Q SIMPSON MIT318 TOP FLANGE HANGERS AT BEAM & WALL V MAX NAILING REQUIRED FOR UPLIFT RESISTANCE WITHIN Q D 7'-0" OF GRIDS 1 & 4. z > ROOF LOADING: DL=18 PSF SL=25 PSF W SKYLO ISANDHER ARCH --JOIST MNFR HEADERS AS NECESSARY PROVIDE ADDITIONAL Q Nr JOISTS _ ROOF HATCH PER ARCH --JOIST MNFR TO PROVIDE ADDITIONAL \O F.O.S. FACE OF STUD O JOISTS AND HEADERS AS NECESSARY COL. CENTER LINE OF COLUMN O CANOPY PER 5/S3.2 O INDICATES ADDITIONAL SNOW DRIFT O7 CANOPY PER 8/S3.2 PSF DRIFT # PSF LENGTH 5 A 35 8'-8 O PPLATE WALL LINE SIMPSON MST27TOP OP PLATE BUTT SPLICES (IF USED) LENGTH 3 O FULL DEPTH BLOCKING EACH SIDE OF BEAM AT 1/4 POINTS OF SPAN m ROOF FRAMING PLAN S192 Q JOB NO. 190142.01 ©2019 GDA P.C/ODA ALL RIGHTS RESERVED \ BLOCK OUT AS REQ'D 2 Z�j-ZozO HOLDOWN ANCHOR EMBED 1 1/2 TYP STEEL TUBE--SEES�itUCTpR4� DTT27 1/2"o 8" FOUNDATION PLAN f� PRQf. HDU4 5/8"0 12" + BASE PLATE PER TABLE 61 r STUDS AT END OF PANEL + MINIMUM (2) STUDS NAIL TOGETHER 5/16 WITH (2) ROWS 16d ® 8" O.C. s'4CORe\� CONTINUOUS WOOD SILL PLATE STEEL TUBE--SEE FOUNDATION PIAN IEXPIRES: 12 31 21 CONCRETE SLAB--SEE PLAN CONCRETE SLAB--SEE PLAN C_)j ej BLOCK OUT AS REQ'D FOR REINFORCING FOR REINFORCING SIMPSON HOLDOWN PER PLAN 1 I STEEL BASE PLATE--PROVIDE THREADED ROD PER SCHEDULE SHIMS AS REQUIRED 1 1/2" NON-SHRINK GROUT C) N 1/8" WIDE SAW CUT OR TOOLED TOOLED EDGE--1/8" RADIUS JOINT W/ 1" DEPTH FOOTING--SEE FOUNDATION PLAN N o - 1{2" DIA. SMOOTH BAR x 1'-6" 0 CONTRACTOR OPTION: N N 2O" O.C.--GREASE AND WRAP OR ° / 'n z g PLASTIC COVER ONE END. USE EPDXY ANCHORS W N Z a 3 TYPE 1 1 2" CLR. TYP. w CONCRETE FOOTING SLAB PER PLAN SIZE AND EMBED PER SCHEDULE o" U o N / N / cl�U II II °�lC;% K U �O _ F II IIII�IIII� t " III=1 z z z 0000.6D' �.. °°0 IL= W W W F w� 0$ F F F � F _���Ch°��q �° °�0 1 1/2 NOTE: ANCHOR BOLT FOR SIMPSON LU cl� COLUMN BASE PLATE ANCHORS O O O Y a III—III— I—III- CLR. " HOLDOWN NOT TO BE CONSIDERED AS HSS5x5x1/4" IL'1"x11"x11" (4) 3/4" "J" BOLTS W/ 8" EMBED Lu Lu 0 Z 1—III—I I AN ANCHOR BOLT FOR NAILER o o a 3 a DOUBLE NUT AND OVERSIZE WASHER o m D CONTROL JOINT--REINFORCED SLAB 2 CONSTRUCTION JOINT s HOLD DOWN - WOOD WALL ® INTERIOR COLUMN TO FOOTING CONN. S2°1 3/4" = 1'-0" 03300-02 3/4" = 1'-O" 03300-03 S2.1 3/4" = 1'-0" $2. 3/4" = 1'-0" 03300-10A 3" 3" 1 1/2" 1 1/2" 83/8"x5 1/2"xREQ'D t # A-A 1/4" WALL PER PLAN ' DOOR OR GLAZING SYSTEM PER ARCH. BRICK VENEER SEE ARCHITECTURAL COLUMN PER PLAN P.T. SILL PLATE PER PLAN PERARCH WALL PER PLAN DRAWINGS FOR FLASHING 4x NAILER, BREAK AT OPENING HEADER WITH ANCHORAGE PER SHEARWALL SCHEDULE , AND WATERPROOFING AT WALL PER PLAN SERVES AS JACK STUD FOR SUPPORT OF SHEATHING PER SEE ARCHITECTURAL WALL HEADER PER 1/S3.1 SHEAR WALL SCHEDULE DRAWINGS FOR FLASHING ARCHITECTURL AND WATERPROOFING AT SLAB REINFORCING--BEND DOWN INTO 1/2"0 THREADED WELD STUDS AT 32" O.C. WALL THICKENED EDGE SLAB REINFORCING— EINFORRCIE G--BEND DOWN INTO EXTERIOR SLAB EXTERIOR SLAB (2) 3/4"0 J-BOLTS W/ 8" EMBED CONCRETE SLAB PER PLAN WHERE OCCURS WHERE OCCURS SLOPE AWAY FROM CONCRETE SLAB--SEE PLANS FOR SLOPE AWAY FROM CONCRETE SLAB--SEE PLANS FOR SLAB BLOCKOUT u I N T E R 10 R 1� BUILDING PER ARCH. BUILDING PER ARCH. REINFORCING II Z 15895 SW 72ND AVE SUITE 200 II q, PORTLAND, OREGON 97224 • II • • • • • • • A A T E L : 5 0 3 . 2 2 6 . 1 2 8 5 IL II • WAW W C 01 D A21 N6C .1 C60 M z_ .o 0-0 000-00 g b8�•aD•moo° fit✓ II II 3" CLR �Q n n �Oo°:o p o�� o•Jb• °•6b•�o°AC, � -771 1 111 • -III-III-III • (2) #5 CONT. THICKENED SLAB FOOTING PER 5/S2.1 1 1/2" MAX. NON—SHRINK GROUT (2) #5 CONT 1'-6" 10" THICKENED SLAB EDGE PER 5/S2.1 s PERIMETER FOOTING AT EXT. WALL s PERIMETER FOOTING AT DOORWAY 7 HSS COLUMN AT EXTERIOR WALL s INTERIOR WALL CONNECTION p�C o S2. 3/4" = i'-0" S2. 3/4" = 1'-0" S2. 3/4" = 1'-0" S2. 3/4" = 1'-0" lya W F— Li O� W N off W O p o a w Q V z a W to 4 0 M h _V U c FOUNDATION DETAILS u S2.1 0 s JOB NO. 190142.01 ©2019 ODA,P.UODA ALL RIGHTS RESERVED w (3) 2x KING STUD AT OPENINGS U.N.O. FASTEN MULTIPLE 2x STUD TOGETHER WITHZ�Zi/�ZozO (2) ROWS 16d ® 8" O.C. g�RUCT1/q�� FIR PLYWOOD SHEATHING ����0 G t & WALL PER � s � � PLAN NOTE: WHERE HSS COLUMN IS WITHIN oc r 12" OF EDGE OF OPENING SEE ROOF SHEATHING PER PLAN EDGE NAILING PER PLAN 10/S3.1 FOR HEADER FRAMING s PARAPET PER S3.2 1 SIMPSON LSTA9 AT 4'-0" O.C. BEAM PER PLAN sq* CORS FILL EVERY OTHER HOLE IN STRAP NOTCH BEAM AT TOP PLATE EXPIRES: 12 31 21 1 I SHEATHING PER PLAN FILL EVERY 3RD HOLE IN ST P (11) 8d NAILS MIN. TO HEADER TO BLOCKING W/ 8d NAILS PLYWOOD SHEATHING A 1/2" PLYWOOD SPACERS WALL PER CONNECTION PER 8/S3.1 PLAN 2'-0" 16d ® 12" O.C.--TYP N ---- --- DBL 2x TOP PLATE I N 'O u; I I oN w FoN Z A-A JOISTS PER PLAN JOISTS PER PLAN - UU o A HEADER PER PLAN--ATTACH W SIMPSON LCE4 CLIP BEAM PER PLAN -- � _ EACH SIDE AT EACH END (4 TOTAL) EXTERIOR WALL JOISTS PER PLAN-/ --- F o M FRAMING PER PLAN HANGER PER PLAN V --SEE DETAIL A-A FOR (3) 2x HEADER USE ALTERNATE NAILING FOR INCREASED UPLIFT HANGERS PER PLAN SIMPSON CS16x6'-0" STRAP AT HEADERS IN WHERE INDICATED ON PLAN USE ALTERNATE NAILING FOR INCREASED UPLIFT z z z EXTERIOR WALLS--TYP. I WHERE INDICATED ON PLAN F F F 2x FLAT BLOCKING BETWEEN STUDS AT STRAPS O O O a a 2x BLOCKING o a o 3 0 PANEL EDGES PLYWOOD SHEATHING NAILER PER 7/S2.1 Q w w w w d F m 0 (1) 2x JACK STUD AT OPENINGS U.N.O. HSS PER PLAN N FASTEN TO KING STUD WITH (2) ROWS 16d ® 8" O.C. WALL HEADER FRAMING 2 JOISTS AT EXTERIOR WALL s JOISTS AT BEAM X41 HSS POST AT TOP PLATES PLYWOOD SHEATHING WALL PER . PLAN KING STUDS PER 1/S3.1 �1/2%6 3/4"x1'-2" R1/2"x7 3/4"x6 1/2" TYP. 1/4 - - - ----- 1/4 TYP. ' CRIPPLE STUD PER 1/S3.1 --- --- i i 2x FLAT BLOCKING BETWEEN STUDS AT STRAPS I I I I ARCHITECTURE I I I I SIMPSON CS16x6'-0" STRAP AT SILLS ON EXTERIOR WALLS--TYP. 2x12 LEDGER W/ (3) 16d AT EACH STUD ENGINEERING FASTEN 2x CRIPPLE STUD SHEATHING PER PLAN LIV1/4 1/4 TO JACK STUD WITH u INTERfORS (2) ROWS i6d ® 8" O.C. SIMPSON CS20x5'-6" AT 4'-0" O.C. R1/4"x7 1/2"x1'-4" EA. SIDE OF BEAM PARAPET PER 2/S3.2 W/ (4) 8d TO TOP PLATE AND 1 4"x7 1 2"x7 1 2" EA. SIDE OF BEAM DOUBLE 2x WINDOW SILL U.N.O. 8d AT 6" O.C. REMAINDER OF LENGTH 3/4"0 3/4 0 R / / / p" THRU-BOLTS THRU-BOLTS 15895 sw 72ND Ave SUITE zoo PORTLAND. OREGON 97224 T E L 5 0 3 2 2 6 1 2 8 5 F A X 5 0 3 2 2 6 1 6 7 0 EDGE NAILING wwwcl D A I N c OM FILL EVERY OTHER HOLE IN STRAP AT ROOF LINE (11) 8d NAILS MIN. TO SILL JOISTS AND SHEATHING DBL 2x TOP PLATE NOT SHOWN FOR CLARITY FILL EVERY 3RD HOLE IN 1 1/2" } 1 1/2" STRAP W/ 8d NAILS 3" + 3 NOTTSHOWN FOR SHEATHING 3" 3" 77 I I I I FULL DEPTH BLOCKING (3) BAYS--/ FROM WALL AT STRAP I 5 WALL SILL FRAMING s JOISTS PARALLEL TO WALL BEAM TO COL. CONNECTION s SINGLE BEAM TO COL. CONNECTION ce o OC � Lu 1— LL d ---- (2) ROWS 10d AT 6" O.C. 0 W CV ROOF SHEATHING PER PLAN o z � C O o -_-_-_-_--_- �_ _________ o FULL DEPTH BLOCKING FIRST (2) BAYS W Q O EACH SIDE OF WALL AT 32' O.C. � Q � Q SHEATHING PER SHEAR WALL SCHEDULE z Lu Lu rill ROOF SHEATHING PER PLAN PLAN VIEW V o- Q SIMPSON HDUS 3 1/2" (8) 16d AT 4" O.C. 3 1/2" Z Q 1/4"0x6" SIMPSON SDS W SCREWS AT 16" O.C. C/') Ln \O + + + + + + + + + + + + + + + 1 1/2 EQ 1/2" THREADED WELD STUDS EQ AT 32" O.C. + + + + + + + + + + + + + + + + 1 1/2" EDGE NAILING PER SHEARWALL SCHEDULE HSS COLUMN PER PLAN 2x12 SHIM W/ 16d NAILS STUD WALL PER PLAN BEAM PER PLAN SIMPSON MIT416 (MAX NAILING) EACH END (2) 2x TOP R FRAMING DETAILS WALL PER PLAN BEAM PER PLAN CONNECTION PER 7/S3.1 WALL SHEATHING PER PLAN COLUMN PER PLAN S381 s aqq NOT USED p10 SHEAR WALL AT INTERIOR COLUMN i� DRAG BEAM AT GIRDER 12 INTERIOR SHEAR WALL AT ROOF JOB N0. 190142.01 S3. 3" = 1'-0" ©2019 ODA,P.UODA ALL RIGHTS RESERVED 2 23-zoio uc ruR,�� ATTACH KICKER TO STUD W/ (2) 10d NAILS (2) 2x FIR (2) 2x TOP PLATE \��� G I psdf��0y TOP PLATE V 3/16 ATTACH KICKER TO STUD 2x6 ® 16' O.C. STUD WALL PLYWOOD SHEATHING / / (4) #10x3" 2x6 ® 16" O.C. W/ (2) 16d NAILS 1" R1 4"x5"x9" W 1/2" PLYWOOD OR OSB 2x6 ® 16" O.C. STUD WALL TYPICAL PARAPET FRAMING, SCREWS TO TOP PLATES 15/32" PLYWOOD SHEATHING 4x STUDS AT HOLDOWNS SHEATHING--NAIL W/ 10d + ✓ s 1/2" PLYWOOD OR OSB 15/32" PLYWOOD SHEATHING ( S 4Y W/ tOd AT 6" O.C. EDGE NAILING AT 6" O.C. EDGE NAILING AND 12" O.C. FIELD NAILING 1 x SHEATHING--NAIL W/ 10d a Q Q W/ tOd AT 6" O.C. EDGE NAILING AND 12" O.C. FIELD NAILING WALL PER ` ` qM Code\ 1 < AT 6" O.C. EDGE NAILING � SIMPSON DTT1Z ABOVE AND BELOW AND 12" O.C. FIELD NAILING PLAN HSS PER PLAN 2x4 Not AND 12" O.C. FIELD NAILING ROOF FRAMING AT 32" O.C. 1 o EXPIRES: 12/311/21 PARAPET BRACE 1 -- ---- ---- AT 2'-8" O.C. - N 2x6 Not ---- --- ATTACH SILL PLATE W/ PARAPET BRACE 1 SIMPSON A34 EACH BRACE 1/4"0 x SIMPSON SDS / AT 2'-8" O.C. INSTALL W/ SIMPSON SCREWS AT 32" O.C. FRAMING AT EDGE OF ROOF ( ( __ SD9112 SCREWS PER 2/S3.1 OR 6/S3.1 u i NAILER F ER 9/S3.1 0 0 N - ATTACH SILL PLATE W/ I o ♦ 1/20 THREADED ROD SIMPSON HGA10KTEACH BRACE 1/4"0 x44" SIMPSON SDS o w SCREWS AT 32" O.C. N Z ♦ ♦ SIMPSON A34 EA. SIDE OF = o O U o BLKG EA. END r w o 0 N ♦ ♦ SE SIMPSON A34 EA. SIDE OF JOISTS PER PLAN w w w F F BLKG EA. END ORIENTATION VARIES Z Z Z—LA 4x6 BLKG LU AT BRACE LOCATION O O O 2x12 WEB STIFFENER w w w t 325L8 1.OW AT BLOCKING--ATTACH W/ w 0 a EACH BRACE ) (6) 8dx2 1/2" NAILS 6x6 BLKG Lu w w w AT BRACE LOCATION8 2x12 WEB STIFFENER o F w w w w AT BLOCKING--ATTACH W/ 9 ^ ^ m t 530LB (1.OW) (6) 8dx2 1/2" NAILS EACH BRACE PARAPET WALL FRAMING 2 SHORT PARAPET WALL FRAMING HIGH PARAPET ABOVE ENTRY K41 HSS POST AT TOP PLATES 3/4" = 1'-0" 3. 1" = 1'-0" 3'-0" HSS COLUMN PER PLAN R3/8"x4"x6" vi 0 L� 1/4 FINISH PER ARCH. ' 5/8"0 ROD W/ #2 CLEVIS EA. END i R1/4%2"x2" BENT PLATE DECK SUPPORT -- RADIUS PER ARCH 1 AT LOW END OF CANOPY FRONT ELEVATION PROVIDE 3/8" SPACERS BETWEEN BENT PLAT HSS2x DECK SUPPORTS DECK SUPPORTS SUPPORT ROD AND FACIA TO ALLOW FOR WATER DRAINAGE u I N T F R 1 0 R S 1/4 DECK P R ARCH. 15895 SW 72ND AVE SUITE 200 HSS2x2x3/16" EQ. SPACED CHANNEL PER PLAN PORTLAND, OREGON 97224 MC18x42.7 3/16 CHANNEL PER PLAN T E L : 5 0 3 . 2 2 6 . 1 2 8 5 o f A X 5 0 3 2 2 6 1 6 7 0 n r O W W W C D A N C C O M x 7 v OD S3.2 L rA SLOT HSS TO HSS6x4x1 4" ACCEPT KNIFE PLATE R1/4"x4"xREQ'D 3/16 QKNIFEPLATE 6 CHANNEL BEYOND 53.2 3/16) AA—A 1/4 s ENTRY CANOPY s ENTRY CANOPY SECTION 7 ENTRY CANOPY SECTION C) .�. 1/4" = 1'-0" .3. 3/4" = 1'-O" .`3. 3/4" = 1'-O" Q ` LLJ R1/4"x3"x6" W/ (4) d r ILL I- 1/4"0 x3}" SIMPSON SDS 0 V) N rDECK CREWS Z Lu � x'1/4"0%6" WALL FRAMING PER PLAN O O ® S3. 3/16 � W m 2" Z W 5/8"0 ROD HANGER W/ j u WOOD COLUMN—\ #2 CLEVIS EACH END, MC12x14.3 FACE CHANNEL > _ PER PLAN 1 MATCH � W/ COLUMN Z Q �— to W S3. PER ARCH. 1`L'1/4"x3"x4" — 3/16 � �O 2 ------------------- -------- VARIES r 2x6 LEDGER FULL LENGTH OF ------ oCANOPY, FASTEN TO BEAM W/ (2) ROWS OF 16d AT 16" O.C. HSS PER PLAN L2x2x3/16 n __ --------------------- ------- 3 SIDES 3/16 9 3/16 2-12 ® S3. SIM MC12x14.3 FACE CHANNEL, 21)4� xX O W/ • ` MITER JOINT CORNER H�WER HEREEOCCURS SIMPSON W/ (2) 1/4"0 x2" SIMPSON SDS SCREWS AT 6" O.C. SIMPSON SDS SCREWS FRAMING DETAILS NOTE: ' 3/16 3 SIDES GRID D CANOPY SHOWN SIM 3'-0" GRID A CANOPY OPPOSITE HAND NO ANGLE,CONDITION:GAP IN DECK S3m2 8 SIDE CANOPIES s SIDE CANOPIES END RETURN FOR GUTTER PER ACH 10 SIDE CANOPIES INTERIOR SUPPORTS JOB No. 190142.01 3. 1/2" = 1'-0" .3. 1" = 1'-O" .3. 1" = 1'-0" ©2019 ODA,P.CYODA ALL RIGHTS RESERVED 9