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Plans (6) BU P2017 -00178 BU P2017 -00179 it- III is r .a KEPHART TIGARD APARTMENTS community planning architecture 2555 WALNUT STREET DENVER,COLORADO 80205 www.kephart.com 8999-9999 SW OAK STREET TIGARD , OR — ARCH ITECTU RAL k i' S•� ti'.�` ^�� �a�, ,-,7.--,:ah--%-,:f ' '' '''' ''. - ''' '. --- -! ..41- ��' < ,, -�. � soma -''''."7:d': ,k<.+. .� � . ' �r °°'a 1�-��^< :� � ' 's .r��s '� „t `� i P s -.,:„.4. .--z--. �. r F # r' (;-,-i., q7 Y 75 RECEIVED r'"^ "� x OCT 16 2017 C : Y OF TIGARD y�• �A t •+�`,.�'; Pl�,DING Dwisiori rg sx � - ry Krclix i. t', rallUill • .,w 6w., " .. .. ,: ' A. . „. 4 -s. '''-‘5'''''';"-:'.''' sem` 'o' Y . I CO r: II.'- 0 '.-- 4'.7:,-:.: ' - ' =it • Z � a UNIIFa Cip 4 C..5 2 . .. \ ,,. ,.. , _. . . •,„,.. _, . 1 , ,_ # . 1---4 1--i . ,..,_. i . • ... . .. . , . ... • .. ,. . „ , ., ... _. . ,. , , .-,.. .-1,.:-.-,•,;77.f...,.., _-_,,..,...„#„:„. _.,gc , , ''' ''' . .4 , il ,. F'' L'.. :ri CITY OF TIGARD u F /' Ce _ _. 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SPANOS COMPANIES THE SPANOS CORPORATION KEPHART • I 4. , JEFF MORGAN JEFF MORGAN PAUL CAMPBELL, JOHN BINDER g i ai 10100 TRINITY PARKWAY, 5TH FLOOR 10100 TRINITY PARKWAY, 5TH FLOOR 2555 WALNUT ST. r 6Q SW LOCUST ST J _ STOCKTON, CALIFORNIA 95219 STOCKTON, CALIFORNIA 95219 DENVER, CO 80205 \: - 202-955-2503 202-955-2503 303-832-4474 OF ��� S S �q�y7�G w 28q ����F i•A CO SW MAPLELEAF STT p SEP L��� RO ? w > Uw ci a m No. Date Issue SW MAPLELEAF ST = J CONSULTANT TEAM: 1 0627.17 (PHASED PERMIT-FOUND. tr N co ¢ 2 09.28.17 (FULL PERMIT SET `� ' CIVIL LANDSCAPE STRUCTURAL ENGINEER z KYLE CHILDERS MILLER CONSULTING ENGINEERS OTAK OTAK Ili MAGGIE DALY ANDREW LEICHTY co ar co 1 808 SW 3RD AVE, SUITE 300 808 SW 3RD AVE, SUITE 300 9570 SW BARBUR BLVD., STE 100 g' PORTLAND, OREGON 97204 PORTLAND, OREGON 97204 PORTLAND, OREGON 97219-5412 OAK STREET ..2--- 503-415-2408 503-415-2498 503-246-1250 Project Architect Pr SITEELECTRICALILOW VOLTAGE MECHANICAL PLUMBING Project Designer ID p,.. SYSTEM DESIGN CONSULTANTS SYSTEM DESIGN CONSULTANTS SYSTEM DESIGN CONSULTANTS Date STEVE WATKINS JOHN FARLEY NEIL BOYER 333 SE SECOND AVE-, SUITE 100 333 SE SECOND AVE., SUITE 100 333 SE SECOND AVE-, SUITE 100 Job Numb SW SHADY LN OAK SPUCE ST PORTLAND, OREGON 97214 PORTLAND, OREGON 97214 PORTLAND, OREGON 97214 �/ 503-248-0227 503 248 0227 503 248 0227 ------: \ Tp /, , SW THORN ST l %,q ��y� INTERIORS o Y at STUDIO 4D m KAREN MATTICE a 7581 EAST ACADEMY DLVD SUITE 221 = DENVER, CO 80230 �' 303-321-0556 SW NORTH DAKOTA ST 1 _ I. 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SPANOS COMPANIES THE SPANOS CORPORATION KEPHART • SQUARE RD JEFF MORGAN JEFF MORGAN PAUL CAMPBELL, JOHN BINDER e (( 10100 TRINITY PARKWAY, 5TH FLOOR 10100 TRINITY PARKWAY, 5TH FLOOR 2555 WALNUT ST. • 0 Cr)! • uj , SW LOCUST ST `� STOCKTON, CALIFORNIA 95219 STOCKTON, CALIFORNIA 95219 DENVER, CO 80205 sy, ` 202-955-2503 202-955-2503 303-832-4474 ( j% k �(� IF 0 sQ��sy��cT• gRF�,O W MAPLELEAF ST= u3 o" lig CONSULTANT TEAM: p 2� SW MAPLELEAF ST = SEP 2 8 2017 a No. Date Issue o �cr � = CIVIL LANDSCAPE STRUCTURAL ENGINEER 1 06.27.17 PHASED PERMIT-FOUND. 2 09.28.17 FULL PERMIT SET • Z OTAK OTAK MILLER CONSULTING ENGINEERS KYLE CHILDERS zp- MAGGIE DALY ANDREW LEICHTY tr 808 SW 3RD AVE, SUITE 300 808 SW 3RD AVE, SUITE 300 9570 SW BARBUR BLVD., 5TE 100 1 PORTLAND, OREGON 97204 PORTLAND, OREGON 97204 PORTLAND, OREGON 97219 5412 �' OAK STREET 503 415-2408 503-415-2498 503-246-1250 �' 1- Project Architect PRC SITEELECTRICALILOW VOLTAGE MECHANICAL PLUMBING ) illiti Project Designer JB/WC/JN SYSTEM DESIGN CONSULTANTS SYSTEM DESIGN CONSULTANTS SYSTEM DESIGN CONSULTANTS J STEVE WATKINS JOHN PARLEY NEIL BOYER 333 SE SECOND AVE., SUITE 100 333 SE SECOND AVE., SUITE 100 333 SE SECOND AVE., SUITE 100 Date 09/28/17 U SW SHADY LN OAK SPLICE ST PORTLAND, OREGON 97214 PORTLAND, OREGON 97214 PORTLAND, OREGON 97214 503-248-0227 503 248 0227 503-248-0227 Job Number N eFq 4 216058 N LF '04, Drawn By CW/JO/WC Oiy�../G, SW THORN ST • z c"1Rpy INTERIORS Checked By JBIWC > STU i KARDEN MATTICE Title C) I co J 7581 EAST ACADEMY DLVD SUITE 221 IO 4D COVER SHEET - VOL. 1 `" DENVER, CO 80230 303-321-0556 H w Sheet Number Ur • SW NORTH DAKOTA ST 11 — 1 '. : " , , FAD_p.OA o UO SHEET INDEX - VOLUME 1 - ISSUED FOR REVIEW SHEET INDEX -VOLUME 2 - ISSUED FOR REVIEW SHEET INDEX -VOLUME 2 - ISSUED FOR REVIEW SHEET INDEX - VOLUME 3 - ISSUED FOR REVIEW rr P-- N N N N i ra. w O O O O .. z z z z 110 t,%. r F 1- F- F- Z cd zEPHART N = N D coN D N ai • o 0 0 °0 ai u.0 community planning t- w L w 1- w ~ w architecture 2 <n 2 cn 2 in 2 0 2555 WALNUT STREET IX N W c ce f- a 2 a 2 cc a 2 a DENVER,ww`COipORrt DO 80205 corn W LU xk w LU * 0 a qt w a U) J N U) J N cn J 6 co J Q J N < J (1) Q J 4) < J 2 o t 2 = s2 D L 2 D d , , Sheet# Sheet Name L N Sheet Name a u) Sheet Name a LL Sheet Name GENERAL GENERAL A6-1.7 EXTERIOR WALL SECTIONS X GENERAL FAO-0.0A )COVER SHEET-VOL.1 ) X ) X k 1A0-0.0B )COVER SHEET-VOL.2 ) ) X 1 A6-1.8 EXTERIOR WALL SECTIONS X 1A0-0.0C 1COVER SHEET VOL.3 1 ( X ARCHITECTURAL A6-1.9 EXTERIOR WALL SECTIONS X FAO-0.2 (PERMIT DIAGRAM X X CIVIL-FOR REFERENCE ONLY(ISSUED UNDER SEPARATE SUBMITTAL) A6-1.10 EXTERIOR WALL SECTIONS X ) STRUCTURAL FA0-0.3 PROJECT STATISTICS X X C0.0 COVER SHEET ) FR A6-1.11 EXTERIOR WALL SECTIONS X ) S1-2.1 (BUILDING A LEVEL 2 SLAB PLAN-AREA 1 X FAO-2.1 CODE ANALYSIS X X C0.1 CITY OF TIGARD GENERAL CONDITIONS FR A6-1.12 )EXTERIOR WALL SECTIONS X S1-2.2 BUILDING A LEVEL 2 SLAB PLAN-AREA 2 X GENERAL CO.2 GENERAL NOTES FR A6-1.13 !EXTERIOR WALL SECTIONS X S1-2.3 BUILDING A LEVEL 2 POST-TENSION PLAN-AREA 1 X FAO-0.1 )SHEET INDEX X X C1.0 EXISTING CONDITIONS/DEMOLITION PLAN FR A6-1.14 (EXTERIOR WALL SECTIONS X S1-2.4 BUILDING A LEVEL 2 POST-TENSION PLAN-AREA 2 X STRUCTURAL C1.1 OVERALL SITE PLAN FR A6-1.15 EXTERIOR WALL SECTIONS X S1-2.5 CLUBHOUSE FLOOR PLANS AND DETAILS 1 X ' FSO-1.1 STRUCTURAL NOTES X X C1.2 COMPOSITE UTILITY PLAN FR A6-1.16 EXTERIOR WALL SECTIONS X ( S1-3.1 BUILDING A LEVEL 3 FLOOR FRAMING PLAN X FSO-1.2 STRUCTURAL NOTES X X C1.3 OVERALL GRADING PLAN FR 1A6-2.1 TYPICAL INTERIOR WALL SECTIONS X '51-4.1 BUILDING A LEVEL 4 FLOOR FRAMING PLAN X FSO-1.3 SPECIAL INSPECTION TABLES X X C1.4 FIRE PROTECTION PLAN FR A7-1.1 FOUNDATION DETAILS X S1-5.1 BUILDING A LEVEL 5 WALL FRAMING PLAN X FSO-2.1 SITE RETAINING WALL PLANS X C2.0 SITE GRADING PLAN FR A7-2.1 GARAGE DETAILS X S1-6.1 BUILDING A ROOF/LOFT FLOOR FRAMING PLAN X FSO-2.2 SITE RETAINING WALL DETAILS X C2.1 SITE GRADING PLAN FR A7-3.1 ROOF DETAILS X S1-7.1 BUILDING A LOFT ROOF FRAMING PLAN ) X FS1-1.0A BUILDING A FOUNDATION PLAN-AREA 1 X X C2.5 WALL PLAN AND PROFILE FR A7-3.2 ROOF DETAILS X S2-2.1 BUILDING B LEVEL 2 SLAB PLAN 1 X FS1-1.0B BUILDING A FOUNDATION PLAN-AREA 2 X X ) C2.6 WALL PLAN AND PROFILE FR A7-3.3 ROOF PARAPET DETAILS X S2-2.2 I BUILDING B LEVEL 2 POST-TENSION PLAN X FS1-1.1A 'BUILDING A LEVEL 1 SLAB PLAN-AREA 1 X X t C3.0 SW OAK STREET STA 0+00 TO STA 4+00 FR A7-3.4 ROOF DECK DETAILS X S2-3.1 !BUILDING 8 LEVEL 3 FLOOR FRAMING PLAN X FS1-1.1 B BUILDING LEVEL 1 SLAB PLAN-AREA 2 X X I C3.1 SW OAK STREET STA 0+00 TO STA 9+50 FR A7-3.5 'ROOF DECK DETAILS X S2-4.1 BUILDING B LEVEL 4 FLOOR FRAMING PLAN X FS2-1.0 BUILDING B LEVEL 1 SLAB PLAN X X j C3.2 SW OAK STREET STA 9+50 TI 11+53,SW 90TH AVE PEDESTRIAN CROSS WALK,&SW FR A7-3.6 )ROOF DECK DETAILS X S2-5.1 BUILDING B LEVEL 5 FLOOR FRAMING PLAN X FS2-1.1 BUILDING B LEVEL 1 SLAB PLAN X X ) GREENBURG BUS SHELTER PAD A7-4.1 (EXTERIOR WALL DETAILS X S2-6.1 BUILDING B ROOF/LOFT FLOOR FRAMING PLAN X FS3-1.1 WALL ELEVATIONS X X ) C3.3 SW OAK STREET SIGNING AND STRIPING FR A7-4.2 1EXTERIOR WALL DETAILS X S2-7.1 BUILDING B LOFT ROOF FRAMING PLAN X FS5-1.1 CONCRETE DETAILS X X C3.4 SW GREENBURG RD-BUS PAD FR A7-4.3 COLUMN DETAILS X 93-1.1 FRAMING ELEVATIONS X FS5-1.2 CONCRETE DETAILS X X C3.5 SITE PLAN FR A7-4.4 WALL FLASHING DETAILS X 83-1.2 STRUCTURAL STEEL DETAILS X FS5-1.3 CONCRETE DETAILS X X C3.6 SITE PLAN FR A7-5.1 WINDOW DETAILS X S4-1.1 BALCONY FRAMING AND DETAILS X PLUMBING C4.0 STORM DRAIN"SD-1"LINE FR A7-5.2 STOREFRONT DETAILS X S4-2.1 CLUBHOUSE ENTRY FRAMING PLAN X 1 FPO.1 UNDER SLAB PLUMBING SCHEDULES,LEGENDS AND DETAILS X X C4.1 SW OAK STREET STA 0+00 TO STA 4+80 FR A7-5.3 WINDOW FLASHING DETAILS X S4-2.2 CLUBHOUSE ENTRY FRAMING DETAILS X FP1.10A UNDER SLAB PLUMBING PLAN-BUILDING A-AREA A X X C4.2 SW OAK STREET STA 4+80 TO STA 9+95 FR A7-6.1 DOOR DETAILS EXTERIOR X S4-3.1 STAIR FRAMING DETAILS X FP1.10B UNDER SLAB PLUMBING PLAN-BUILDING A-AREA B X X C4.3 LIDA FACILITY ENLARGEMENTS FR A7-6.2 DOOR DETAILS INTERIOR X - S4-3.2 STAIR FRAMING DETAILS X ) FP2.10 UNDER SLAB PLUMBING PLAN-BUILDING B X X C4.4 SITE UTILITY PLAN FR A7-7.1 BALCONY DETAILS X S5-1.4 TYPICAL CONCRETE DETAILS X ELECTRICAL C4.5 SITE UTILITY PLAN FR A7-7.2 BALCONY DETAILS X S5-1.5 CONCRETE DETAILS X ) FE1.10 BLDG A ELECTRICAL FOUNDATION PLAN X X C5.0 STREET DETAILS FR A7-9.1 INTERIOR WALL DETAILS X ) S5-1.6 TYPICAL POST-TENSION DETAILS X ) FE2.10 {BLDG B ELECTRICAL FOUNDATION PLAN X X C5.1 STREET AND STRIPING DETAILS FR A7-9.2 `RATED WALL INTERSECTION DETAILS X S5-1.7 TYPICAL POST-TENSION DETAILS X . C5.2 SITE DETAILS I FR A7-9.3 FIRE RATED ASSEMBLY PROTECTION DETAILS X S6-1.1 MASONRY DETAILS X C5.3 STORM AND SEWER DETAILS ) FR A7-9.4 SOFFIT DETAILS X S7-1.1 WOOD FRAMED SHEAR WALL SCHEDULE X COr/ C5.4 STORM STRUCTURE DETAILS I FR A7-10.1 EXTERIOR STREETSCAPE BLDG A X S7-1.2 WOOD FRAMED SHEAR WALL DETAILS X E••L•( C5.5 STORM STRUCTURE DETAILS FR A7-10.2 EXTERIOR STREETSCAPE BLDG B X S8-1.1 TYP.WOOD FRAMING DETAILS X C5.5A CONTECH WATER QUALITY MANHOLE DETAILS FR A7-10.3 EXTERIOR STREETSCAPE DETAILS X S8-1.2 WOOD FRAMING DETAILS XI= 0 C5.6 WATER QUALITY LIDA FACILITY DETAILS FR A7-10.4 EXTERIOR STREETSCAPE DETAILS X S8-1.3 WOOD FRAMING DETAILS X C6.0 WATER SYSTEM DETAILS FR A8-1.1 STAIR 1 PLANS X S8-1.4 ELEVATOR SHAFT DETAILS X C6.1 WATER DETAILS FR A8-1.2 STAIR 1 SECTIONS I X ) S9-1.1 LOFT FRAMING DETAILS X C7.0 ADS STORMTECH UNDERGROUND DETENTION DETAILS FR A8-2.1 STAIR 2 PLANS X ) S9-1.2 LOFT FRAMING DETAILS X C7.1 ADS STORMTECH UNDERGROUND DETENTION DETAILS FR A8-2.2 STAIR 2 SECTIONS X S9-1.3 LOFT FRAMING DETAILS X C7.2 ADS STORMTECH UNDERGROUND DETENTION DETAILS FR A8-2.3 ELEVATOR 2 SECTIONS X CA C7.3 ADS STORMTECH UNDERGROUND DETENTION DETAILS FR A8-3.1 STAIR 3 PLANS X MECHANICAL C7.4 ADS STORMTECH UNDERGROUND DETENTION DETAILS FR A8-3.2 STAIR 3 SECTION X M0.1 SCHEDULES AND LEGEND XL. C7.5 ADS STORMTECH UNDERGROUND DETENTION DETAILS ) FR A8-4.1 STAIR 4 PLANS X ) M0.2 SCHEDULES X A8-4.2 STAIR 4 SECTIONS X ) M0.3 DETAILS X i'''''''i )"'""I .< CIVIL-LIGHTING AND ILLUMINATION PLAN-FOR REFERENCE ONLY(ISSUED UNDER SEPARATE SUBMITTAL) A8-5.1 ELEVATOR 1 PLANS X M0.4 DETAILS X Z E'-I IP-1.0 )STREET LIGHTING PLAN ) FR ) A8-5.2 ELEVATOR 1 SECTIONS X M1.11A FIRST FLOOR HVAC PLAN-BUILDING A-AREA A X IP-1.1 STREET LIGHTING PHOTOMETRIC PLAN FR 1A8-6.1 (ELEVATOR 3 PLANS I X M1.11 B FIRST FLOOR HVAC PLAN-BUILDING A-AREA B X 1IP-2.0 SITE LIGHTING PHOTOMETRIC PLAN I 1 FR 1A8-6.2 )ELEVATOR 3 SECTIONS X M1.12A SECOND FLOOR HVAC PLAN-BUILDING A-AREA A X /"'� jAB-7.1 (AMENITY STAIR X M1.12B SECOND FLOOR HVAC PLAN-BUILDING A-AREA B X ' ' CIVIL-EROSION CONTROL PLANS -FOR REFERENCE ONLY(ISSUED UNDER SEPARATE SUBMITTAL) A8-9.1 INTERIOR STAIR DETAILS X M1.13 THIRD FLOOR HVAC PLAN-BUILDING A • X EC-0.0 !COVER SHEET AND GENERAL NOTES ) FR A9-1.1DOOR SCHEDULE ) X ) M1.14 FOURTH FLOOR HVAC PLAN-BUILDING A X - � EC-1.0 (CLEARING AND DEMOLITION PLAN - 1 FR A9-1.2 (WINDOW SCHEDULE I X M1.15 FIFTH FLOOR HVAC PLAN-BUILDING A Xl/'',"✓�J ,,,Z, IEC-2.0 GRADING,STREET,AND UTILITY CONSTRUCTION FR )A9-1.3 )STOREFRONT SCHEDULE ) ) X M1.16 ROOF HVAC EQUIPMENT PLAN-BUILDING A X ^/I EC-3.0 DETAILS 1 FR M2.11 FIRST FLOOR HVAC PLAN-BUILDING B X ( �F..•LL.•'�I M2.12 SECOND FLOOR HVAC PLAN-BUILDING B X \•/ LANDSCAPE M2.13 THIRD FLOOR HVAC PLAN-BUILDING B X /� L1.1 LANDSCAPE PLAN WEST X ) M2.14 FOURTH FLOOR HVAC PLAN-BUILDING B X v 1 MI L1.2 LANDSCAPE PLAN WEST,LIDA FACILITY PLANTING PLANS X M2.15 FIFTH FLOOR HVAC PLAN-BUILDING B X C.) 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L5.3 HARDSCAPE DETAILS X P1.12A SECOND FLOOR PLUMBING PLAN-BUILDING A-AREA A X L5.4 HARDSCAPE DETAILS X P1.12B SECOND FLOOR PLUMBING PLAN-BUILDING A-AREA B ( X C) P1.13 THIRD FLOOR PLUMBING PLAN-BUILDING A ) X C\ ARCHITECTURAL P1.14 FOURTH FLOOR PLUMBING PLAN-BUILDING A j X I A0-1.1 GENERAL NOTES,SYMBOLS,LEGENDS,ABBREVIATIONS,PROJECT MATRIX X P1.15 FIFTH FLOOR PLUMBING PLAN-BUILDING A X a A0-1.2 ARCHITECTURAL SITE PLAN X P1.16 ROOF FLOOR PLUMBING PLAN-BUILDING A X 0 C.) A0-3.1 1 BUILDING AREA&ALLOWABLE OPENING EXHIBIT X P2.11 FIRST FLOOR PLUMBING PLAN-BUILDING B X A0-3.2 EXITING PLANS-BLDG A X P2 12 SECOND FLOOR PLUMBING PLAN-BUILDING B � X -� v�/�` A0-3.3 EXITING PLANS-BLDG A X P2.13 THIRD FLOOR PLUMBING PLAN-BUILDING B X CX) A0-3.4 EXITING PLANS-BLDG A ) X P2.14 FOURTH FLOOR PLUMBING PLAN-BUILDING B X A0-3.5 EXITING PLANS-BLDG A ENLARGED X P2.15 FIFTH FLOOR PLUMBING PLAN-BUILDING B X A0-3.6 EXITING PLANS-BLDG B X P2.16 ROOF FLOOR PLUMBING PLAN-BUILDING B X A0-3.7 EXITING PLANS-BLDG B X P3.10 DOMESTIC WATER DIAGRAMS ) X A0-3.8 EXITING PLANS-BLDG B X A0-3.9 ANSI TYPE'A'ACCESIBILITY PLAN X ELECTRICAL A0-4.1 EXTERIOR WALL ASSEMBLIES X E0.01 (ELECTRICAL SCHEDULES AND LEGENDS X A0-4.2 INTERIOR WALL ASSEMBLY X E1.00 ELECTRICAL SITE PLAN X A0-4.3 FLOOR/CEILING&ROOF/CEILING TYPES X E1.11 FIRST FLOOR-BLDG A-POWER PLAN X A0-5.1 FIRE RATED ASSEMBLIES X E1.12 SECOND FLOOR-BLDG A-POWER PLAN X 1AO-5.2 FIRE RATED ASSEMBLIES X E1.13 THIRD FLOOR-BLDG A-POWER PLAN X IA0-5.3 FIRE RATED ASSEMBLIES X E1.14 FOURTH FLOOR-BLDG A-POWER PLAN X A0-6.1 'FIRE RATED PENETRATION DETAILS X E1.15 FIFTH FLOOR-BLDG A-POWER PLAN X A0-6.2 FIRE RATED PENETRATION DETAILS X E1.16 ROOF-BLDG A-POWER PLAN X A0-6.3 FIRE RATED PENETRATION DETAILS X E1.21 FIRST FLOOR-BLDG A-LIGHTING PLAN X A0-7.1 )ACCESSIBILITY DETAILS,PUBLIC SPACES X E1.22 SECOND FLOOR-BLDG A-LIGHTING PLAN X A0-7.2 ACCESSIBILITY DETAILS,PUBLIC SPACES X E1.23 THIRD FLOOR-BLDG A-LIGHTING PLAN X A0-7.3 FHA/ANSI TYPE'B'UNIT ACCESSIBILITY DETAILS X E1.24 FOURTH FLOOR-BLDG A-LIGHTING PLAN X A0-7.4 ANSI TYPE'A'UNIT ACCESSIBILITY DETAILS X E1.25 FIFTH FLOOR-BLDG A-LIGHTING PLAN X Al-1.1 FIRST FLOOR COMPOSITE-BLDG A ) X E2.11 FIRST FLOOR-BLDG B-POWER PLAN X Al-1.2 FIRST FLOOR PLAN-BLDG A-AREA A 1 X E2.12 SECOND FLOOR-BLDG B-POWER PLAN X A1-1.3 FIRST FLOOR PLAN-BLDG A-AREA B ) X ) E2.13 THIRD FLOOR-BLDG 13-POWER PLAN X Al-1.6 FIRST FLOOR DRAINAGE PLAN-BLDG A-AREA A 1 X E2.14 'FOURTH FLOOR-BLDG B-POWER PLAN X Al-1.7 FIRST FLOOR DRAINAGE PLAN-BLDG A-AREA B ) X E2.15 FIFTH FLOOR-BLDG B-POWER PLAN X Al-1.8 FIRST FLOOR RCP-BLDG A-AREA A I X ) E2.16 ROOF-BKDG B POWER PLAN X Al-1.9 FIRST FLOOR RCP-BLDG A-AREA B f X E2.21 FIRST FLOOR-BLDG B LIGHTING PLAN X A1-2.1 SECOND FLOOR COMPOSITE PLAN BLDG A i X E2.22 SECOND FLOOR-BLDG B LIGHTING PLAN X Al-2.2 I SECOND FLOOR PLAN-BLDG A-AREA A X E2.23 THIRD FLOOR-BLDG B LIGHTING PLAN X Al-2.3 )SECOND FLOOR PLAN-BLDG A-AREA B X E2.24 FOURTH FLOOR-BLDG B LIGHTING PLAN X A1-3.1 THIRD FLOOR PLAN-BLDG A X E2.25 FIFTH FLOOR-BLDG B LIGHTING PLAN X A1-4.1 FOURTH FLOOR PLAN-BLDG A X E3.11 UNIT PLANS X ) ._ Al-5.1 FIFTH FLOOR PLAN-BLDG A X E3.12 UNIT PLANS X Al-6.1 ROOF PLAN-BLDG A X E3.13 UNIT PLANS X A2-1.1 FIRST FLOOR PLAN-BLDG B X E3.14 UNIT PLANS X A2-1.3 FIRST FLOOR DRAINAGE PLAN-BLDG B X E3.15 1UNIT PLANS X SEP 2 8 2917 A2-1.4 )FIRST FLOOR RCP-BLDG B I X E4.00 ONE LINE POWER DISTRIBUTION DIAGRAM X . A2-2.1 )SECOND FLOOR PLAN-BLDG B ) X E4.01 LOAD CALCULATIONS X A2-3.1 THIRD FLOOR PLAN-BLDG B XE4.02 )PANEL SCHEDULES X ,�� ED ? � A2-4.1 FOURTH FLOOR PLAN-BLDG B X E5.00 ELECTRICAL DETAILS X A2-5.1 FIFTH FLOOR PLAN-BLDG B X �� • A2-6.1 ROOF PLAN-BLDG B - I X INTERIORS-FOR REFERENCE ONLY L R - • A3-1.1 ELEVATIONS-BLDG A I X 11D-1 )FIRST FLOOR FURNITURE PLAN FR A3-1.2 ELEVATIONS-BLDG A X X )ID-1.1 SECOND FLOOR FURNITURE PLAN FR � � B L C'3 1A3-1.3 ELEVATIONS-BLDG A Ar )A3-1.3 ELEVATIONS-BLDG A X 1ID-2 FIRST FLOOR REFLECTIVE CEILING PLAN FR yyliC0 )A3-1.5 COURTYARD ELEVATIONS X 1ID-2.1 SECOND FLOOR REFLECTIVE CEILING PLAN FR �ID-2.3 LIGHTING SCHEDULE FR • A3-2.1 ELEVATIONS-BLDG B X ID-3 FIRST FLOOR ADDITIONAL ELECTRICAL PLAN FRA3-2.2 ELEVATIONS-BLDG B X ID-3.1 SECOND FLOOR ADDITIONAL ELECTRICAL PLAN FR `a_)A3-2.3 ELEVATIONS-BLDG B X ID-4 FIRST FLOOR FINISH PLAN FR �4A3-2.4 (ELEVATIONS-BLDG B X ID-4.1 SECOND FLOOR FINISH PLAN FR - i 0A4-1.1 BUILDING A SECTIONS X ID-5 FIRST FLOOR WALL FINISH PLAN FR A4-1.2 BUILDING A SECTIONS X ID-5.1 SECOND FLOOR WALL FINISH PLAN ) FR No.1 Date Issue A4-2.1 BUILDING B SECTIONS X ID-A FIRST FLOOR ARCHITECTURAL INFORMATION PLAN FR 1 106.27.17 PHASED PERMIT-FOUND. A4-2.2 BUILDING B SECTIONS X ID-A.1 SECOND FLOOR ARCHITECTURAL INFORMATION PLAN ) FR 2 09.28.17 FULL PERMIT SET A4-3.1 AMENITY SECTIONS X A4-3.2 AMENITY SECTIONS X A5-1.1 UNIT S1 X A5-1.2 )UNIT Al 1 X d A5-1.3 )UNIT A2 ) X y A5-1.4 IUNITA3 1 X A5-1.5 UNIT A3-L ) X A5-1.6 UNIT A3-L X L' A5-1.7 UNIT A4 X A5-1.8 UNIT A4-A X Project Architect PRC N A5-1.9 UNIT A4-L XIR A5-1.10 UNIT A4-L ) X Project Designer Li JB/WC/JN i A5-1.11 UNIT A5 X w A5-2.1 UNIT B1 I Xcc Date 09/28/17 . A5-2.2 UNIT 82 ) X A5-2.3 UNIT B3 I X . )A5-2.4 UNIT B3-L X Job Number 216058 - )A5-2.5 UNIT B3-L X N IA5-2.7 UNIT 84 X I Drawn By 0, A5-2.8 UNIT 84-A X CW/JO/WC m A5-2.9 (UNIT B4-L ) X A5-2.10 UNIT B4-L X - Checked By - - A5-3.1 ENLARGED PLANS X JB/WC A5-3.2 MAIL/CLUBHOUSE INTERIOR ELEVATIONS 1 X A5-3.3 ENLARGED PLANS ) X Title O A5-3.4 ENLARGED PLANS I ) X Iv `r A5-3.5 ENLARGED PLANS X - SHEET INDEX s A5-3.6 ENLARGED PLANS X - A5-3.7 ENLARGED PLANS X A6-1.1 EXTERIOR WALL SECTIONS X Sheet Number Ur A6-1.2 . EXTERIOR WALL SECTIONS X - A6-1.3 EXTERIOR WALL SECTIONS X ',,, A6-1.4 EXTERIOR WALL SECTIONS X FA0.0 . 1 EL Q A6-1.5 EXTERIOR WALL SECTIONS X A6-1.6 EXTERIOR WALL SECTIONS X 0 Q . 1 I I II mor II I 1 - • , F ,_ NOTE . 111 r THE SET HAS BEEN UPDATED FOR FULL BUILDING K E P H A R T . . DEPARTMENT REVIEW. commuhy planning architecture 2555 WALNUT STREET DENVER,COLORADO 80205 • 0 0 L El- Er ig' Li [ www.kephart.00m El ❑ RE : SHEET INDEX FOR SHEET ISSUANCE TRACKING L. 0 0 0 0 ❑ 0 0 0 0 El ❑ 0 -: 0 0 0 0 0 0 0 6 . - 0 0 0 0_ 0 0 El a 0 171 . Cr) r2 '1 0 , n z . .. ,\. ., , . , ,,_. ., ,. . . ., , ... . .ifs. , /Y! / ,,,, _. • .. .. .. . . .. .. . . , „ , , . , . .... ,. ... . . . x 1 . . ,. ., ,,,,,, . .. , . cA _ .___. _ _ _ . . , . , . 7 ,,o 1 v:,,,,,......... I c.4 c.5 L, , . ._ , ‘,.. / .,, , r/ 12 IUIIui]I[cJ_� i :1P11hi] •;[�-a f H .... . . . . . 81 } 11f fIJ 1.ii 11 f1 : , 1— <. , f+ 1 i41 44 i !i {}} { .. ,•• 1 I IX < 0 1 L}';:+ 1"71+ , f.. �- 1.1 tl� 1 Fi 3 �I t` H tr/ elm Ce) CA 5 • l L i er. < '<'. - .- - - 0 a 4 9 ........».........,. f 4 0 �, 00 FOUNDATION PERMIT DIAGRAM - BLDG A .. , I:e = 1 -0 � .__ : .. . ...___ . Cly .5 O 1116 0 0 I 0 SITE PLAN DIAGRAM 0 o 1" . 50'-0" c-, 000 ._ I- LI U 0 0 _1 ❑ ❑ ❑ 0 Cl .1410.. LOFT ROOF %,.......„„...:(::1-1,&".... % i 5TH FLOOR � ! ' � I���r� � � ori �I 4TH FLOOR • 3RD FLOOR � �-� '� �� `r 2ND FLOOR ,‘,..41derri " ' ti .' ;' ��i\\.\. (PODIUM) j �\ � \��\� i ,___-, „:-.4.-y. -..,_,„ . ,....: „...,. .,,..... --.,.. „ . :-......:4,..,..... _00.. : . -44,•16, ---..... ..., .> .4.11 .- ......-- ilio w-,-. ,qo,„_,$s-,-va..-t.,...,,,„io,, ....- SEp , . \_.........,' ''.'- ',; 61--.-----E'...":"..-e--V.:-... ;-",-,/,'„1„---%=-S-10%, ' ,....... 111 .‘$ -- t'kk. ....,"'-'441110.,)--.-i— 'Pr..7.-----....--'40...' ,.-00 ---1;.:•'-- ____„..-------. ' ...---' • . © `'is . , ..............,.. % CL IBE 1 elliWP.[/ ' , -Oil o ' 414011011011+ 1.1111 44 ,,a-alli 0 7„........;' '',,i.i'-),01°. . .. !I: i 1-3 .1-4 it ,ii ..... -h,, I- - Pr-010, gli .., , Noli,.. '''`.... IN - ii w :-%.-N.,.. ..\ o-,„‘ f'p .QCs _ ....0.0":„.ss. IT., _� '�y No. Date Issue JE. r ' " "\.. 1 09.27.17 PHASED PERMIT-FOUND. � ,� '• �- oLOFT ROOF r \ s 2 09.28-17 FULL PERMIT SET st i /� s:<••� 5TH FLOOR z \ a���� ' �'i'a��- \. 4TH FLOOR 15 uzi i f ,` �. litot �• _ 3RD FLOOR a ::::/_.., moi' 2ND FLOOR . co • r '��� (PODIUM) Project Architect- PRCL. N'• ••• / - I N `- m Project Designer _, 77C JB/WC/JNo y d • Date 06/27/2017 d 0 Job Number 216058 n 0 Drawn By CW/JOIWC FOUNDATION PERMIT DIAGRAM - BLDG B FOUNDATION PERMIT ISO DIAGRAM Checked By JB/WC 4E14 1116" = 1'-0" Title o PERMIT DIAGRAM `moi H Sheet Number 0 E a- FAO-O .2 0 UO .__ ._ BUILDING STATISTICS PROJECT TOTALS . ..„ , r KEPHART community planning architecture 2555 WALNUT STREET DENVER,COLORADO 80205 www.kephart.com 'Tigard Apartments-Building A; tab.1�J.tUll Tigard g evelnd Apa rtments Building A Units 06.19.2017 esu ant 1/ Tigard Apartments Proect totals tJii•1'�;11'/ Tigard Apartments-Project Totals `'''" ` T "1• B Project Summary Building Totals Parking ro ct Summa Building Totals Lral Un is Parking Residential Units Second Floor Third Floor Fourth Floor Fifth Floor Standard Compact I HC Total Level Units Beds Total Unit Total Unit Total Unit Total Unit ] 56 9 2 67 0 0 Standard ' Compact 1 HC Total Unit Leasable Unit Unit Mix Total Unit Leasable 1 159 121 6 286 0 0 Unit Leasable Unit Leasable Unit Leasable Unit Leasable Unit Leasable Unit Unit Mix Total Unit Leasable 2 0 0 0 0 22 32 Unit Unit Type Area(SF) Quantity Percentage Area(SF) 3 0 0 0 0 23 34 51-0 Studio 455 12 5,460 2 0 0 0 0 45 62 Unit Unit Type Area (SF) Quantity Area (SF) Quantity Area (SF) Quantity Area (SF) Quantity Area (SF) Quantity Percentage Area (SF) 3 0 0 0 0 46 64 4 0 0 0 0 25 37 Studio Totals ( 12 6% 5,460 4 0 0 0 0 48 67 Cl-0 Studio I 455 D 0 0 0 0 0 0 6 0 S 0 0 D 0 25 37 Average unit •,- a55 5 0 0 0 0 48 67 tudio Totals � 0 0 01 0 0` 0 01 0 0 0% 0 Totals 56 9 f 2 67 95 140 Al 1 Bd/1 Ba 566 28 15,848 Totals 159 121 6 286 187 26Q 01 Ratio 0.71 0.48 A2 1 Bd/1 Ba 657 20 13,140 A3 1-ed/1-Ba 764 22 16,808 Ratio 42% 1.53 1.10 , A1-0 1-Bd/1-Ba 566 3 1,698 3 1,698 3 1,698 3 1,698 12 6,792 A3 L 1-Bd/l-Ba Loft 894 6 5,364 A2-0 1-801-8a 657 3 1,971 3 1,971 3 1,971 3 1,971 12 7,884 A4 1-3d/1-8a 834 14 _ 11,676 / A3-0 1-8d/1-8a 764 3 2,292 3 2,292 3 2,292 1 764 10 7,640 A4 A 1-Bd/1-Ba 834 2 1,63;8 A4 L 1.43d/1-Ba Loft 989 4 3,956 A3-L 1-Bd/1-Ba Loft 894 0 0 0 0 0 0 2 1,788 2 1,788 A5 1-Bd/1-Ba 872 b 5,232 A4-0 1-Bd/1-Ba 854 3 2,562 3 2,562 3 2,562 0 0 9 7,686 l>i31Alffti?i�ilLS m`5Elt1Cs'� ii„ Hil ': Ilra.i11T A4 A 1-Bd/1-Ba 854 0 0 0 0 0 0 1; 854 1 854 Parking A4-L 1-B01-8a Laft 1,005 0 0 0 0 0 0 2. 2,010872 2 2,010 ' 1oz 5530 73,69z Average Unit=722 Level 81 2 Bd12 Ba 958 12 11.496' Standard Compact HC Total AS-0 1 Bd/1 Ba 872 0 0 0 0 1 872 1 872 2 1,744 B2 2211 -Bd/2-Ba 1,024 18 18,432 On-Site 58 108 2 168 33 2-Bd/2-Ba 7,067 6 6,402 Totals 58 108 2 168 Orte Bedrodm Totals _ 12 8,523 121 8,523 13 9,395 13i 9,957 501 53% 36,398 33 L 2-13d/2-8a Loft 1,210 2 2,420 Average Unit= 728 B4 2-13c1/2-13a 1,188 24 28,51.2 34 A 2 Bd/2 Ba 1488 2 2,376 81-0 2-8d/2-Ba 958 2 1916 2 1,916 2 1,91 2 1,916 8 7,664 34 L 2-3d/2-Ba Loft 1,369 9 12,321 132-0 2-Bd/2-8a 1,024 3 3072 3 3,072 4 4,096 4 4,096 14 14,336 . .Two Bedroorn:Totals I 73 39% 81,959 83-0 2-Bd/2-Ba 1,067 2 2134 2 2,134 2 2,134 0 0 6 6,402 Average Unit=1123 B3-L 2-8d/2-Ba Loft 1,210 0 0 0 0 0 0 2 2,420 2 2,420 i - 84-0 2-8d/2-Ba 1,188 2 2376 4 4,752 4 4,752 0 U 10 11,880 Per Floor Totals Beds=260 3.0012 i AverageTUnit 862 r�✓ B4 A 2-13c1/2-Ba 1,188 1 1188 0 0 0 0 0 0 1 1,188 CI) Building Totals 1871 1 161,111 w 84-L 2-Bd/2-Ba Loft 1,369 0 0 0 0 0 0 4 5,476 4 5,476 O Building Totals III Two Bedroom Totals I 10 10,686 111 11,874 121 12,898 12 13,908 45 47% 49,366 Amenity Type Total Gross Area(SF) n 1 Average Unit = 109/ Z Amenity Totals 13,275 Per Floor Totals 221 19,209 231 20,397 251 22,293 251 23,865 ed l 14Q J Average Unit=903 Cl)III Building Totals 1 \ 951 1009 I 85,7641 rte-, 2F..., ,9.,5,1,_)\J �JH.� First Floor Second Floor Third Floor Building Totals t Amenity Type Gross Area Gross Area Gross Area Total Gross Area (SF) Clubhouse/Media Room 1,797 0 0 1,797 e1 n Pet Spa 312 0 0 312 Pool Deck - Exterior 4,646 0 0 4,646 �""+ r_� Fitness 0 1,349 0 1,349 Cie w Game Room 0 1,067 0 1,067 0 Roof Deck- Exterior 0 1,953 0 1,953 Yoga 0 0 463 463 < U 1 ' Amenity Totals j 6,755 4,369 463 11,587 Om CID VD o < z 1,41o 0 r-, Ce-Tigard Apartments Building B Project Summary '"'' - wilding ptals d- I igard Apartrrtents-Building B. 0606.19.2017a c... CA ....... Level Units Beds Q Residential Units Second Floor Third Floor I Fout'ttb Fror Filth Floor Standard Compact HC Total O Total Unit Total Unit Total Unit Total Unit 1 45 4 2 51 0 0 < C Unit Leasable Unit Leasable Unit Leasable Unit Leasable Unit Leasable Unit Unit Mix Total Unit Leasable 2 0 0 0 0 23 30 0I Unit Unit Type Area (SF) Quantity Area (SF) Quantity Area (SF) Quantity Area (SF) Quantity Area (SF) Quantity Percentage Area (SF) 3 0 0 0 0 23 30 CD 51-0 Studio I 455 I3 1,365 3 1,3651 3 1,365 3 1,365 12 5,460 4 0 0 0 0 23 30 Q l 5 0 0 0 0 23 30 �j Studio Totals I 31 1,365 31 1,3651 31 , 'c4 ;2l 13% 5,460 Totals 45 4 2 51 92 120 OQ I Average Unit=455 Ratio 0.55 0.43 A1-0 1-Bd/1-Ba 566 4 2,264 4 2,264 4 2,264 4 2,264 . 16 9,056 A2-0 1-Bd/1-Ba 657 2 1,314 2 1,314 2 1,314 2 1,314 8 5,256 A3-0 1-Bd/1-Ba 764 4 3,056 4 3,056 4 3,056 0 0 12 9,168 A3-L 1-Bd/1-Ba Loft 894 0 C 0 0 C 4 3,576 4 3,576 A4-0 1-Bd/1-Ba 854 2 1,708 2 1,708 1 854 0 0 5 4,270 A4 A 1-8d/1-Ba 854 0 C 0 1 854 0 0 1 854 A4-L 1-13d/1-Ba Loft 989 0 C 0 0 C 2 1,978 2 1,978 A5-0 1-Bd/1-Ba 872 1 872 1 872 1 872 1 872 4 3,488 One Bedroom Totals 1 1 131 9,214 131 9,214 13 9,214 131 10,004 521 57% 37,646. Average Unit= 724 B1-0 2-13dJ2-8a 958 1 958 1 958 1 955; 1 958 4 3,832 82-0 2-Bd/2-Ba 1,024 1 1024 1 1,024 1 1,024 1 1,024 4 4,096 83-0 2-Bd/2-Ba 1 ne7 A 0 C 0 0 0 0 °„ 1,210 0 0 C 0 C 0 0 0 0 84-0 2-Bd/2-Ba 1,188 5 5940 4 4,752- 5 5,940 0 0 14 16,632 84 A 2-Bd/2-Ba 1,1880 1 1,188 0 C 0 0 1 1,188 84-1 2-Bd/2-Ba Loft 1,369 ) 0 0 C 0 C 5 6,845 5 6,845 Two•Bedroom Totals I „nom= 71 7,922 71 7,922 71 7,922 71 8,827 281 303 32,593 I 1 Average Unit= 1164 I ! I I Per Floor Totals A= 231 18,501 23] 18,501 231 18,5011 231 20,196 i -_.`. .,-_ Beds"= 120 Average Unit = 823 • Building Totals I v ,. c 94 1 100%1 75,699 Sep? First Floor Second Floor Budding Totals 8 Q1� Amenity Type Gross Area Gross Area Total Gross Area (SF) Lobby 2521 0 252 � ` i) ARr Leasing Office 923: 0 923 +f Bike Room 513: 0 513 (-1,4*'' PAUL R Amenity Totals I 1,688; 0 1,688 f '' PBE '' r • 1, li !, / • e C.s f ` ' I'F Ogg I No, Date Issue 1 06.27.17 PHASED PERMIT-FOUND. z r 13 L -2 C +ti C, N H c ul Project Architect PRC Project Designer JB/WC/JN g a J O1 Date 09/28/17 0 N 0 Job Number 216058 N Drawn By CW/JO/WC Checked By JBANC r- Title r O PROJECT STATISTICS I-- Sheet Number E FAO-O .3 o_ . © 505.2-MEZZANINES AND EQUIPMENT PLATFORMS I- C O D E AN ALYS I SInterior Finishes - Chapter 8 Accessibility - Chapter 11 11 r • A MEZZANINE IN COMPLIANCE WITH 505.2 SHALL BE CONSIDERED A PORTION OF THE STORY BELOW- SUCH MEZZANINES SHALL NOT WALL AND CEILING FINISHES CONTRIBUTE TO BUILDING AREA OR STORIES SECTION 803- ACCESSIBLE ROUTE PER SECTION 1104 p Codes - Apartment Buildina and Garage • THE AGGREGATE AREA OF A MEZZANINE WITHIN A ROOM SHALL NOT BE GREATER THAN ONE-THIRD OF THE FLOOR AREA OF THAT THE INTERIOR WALL AND CEILING FINISHES IN THE UNITS AND CORRIDORS SHALL BE FINISHES TESTED BY AN APPROVED TESTING AGENCY K E P H A R T ROOM OR SPACE IN WHICH THEY ARE LOCATED PER SECTION 505.2.1 SEE CIVIL DOCUMENTS FOR SITE ACCESSIBILITY ROUTES AND SHALL COMPLY WITH SECTION 803 AND T803-9-VERTICAL EXIT ENCLOSURE WALLS SHALL COMPLY WITH CLASS C FLAME SPREAD RATING, ty pinning 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) • THE MEANS OF EGRESS FOR A MEZZANINE SHALL COMPLY WITH CHAPTER 10 PER SECTION 505.2.2 AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH STORY AND MEZZANINE IN MULTI-STORY BUILDINGS AND FACILITIES PER community 2014 OREGON PLUMBING SPECIALTY CODE(OPSC) • A MEZZANINE SHALL BE OPEN AND UNOBSTRUCTED TO THE ROOM IN WHICH SUCH IS LOCATED EXCEPT FOR WALLS NOT MORE THAN SECTION(OMSC) 1104.4 architecture 2014 OREGON MECHANICAL SPECIALTY CODE42 INCHES IN HEIGHT,COLUMNS AND POSTS PER SECTION 505.2.3 2555 WALNUT STREET 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEEC) • MEZZANINES OR PORTIONS THEROF ARE NOT REQUIRED TO BE OPEN TO THE ROOM PROVIDED THE OCCUPANT LOAD OF THE Fire Protective Systems - Chapter 9 ACL §ij5(.E ENTRANCES PER SECTION 1105 DENVER,COLORADO 80205 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) AGGREGATE AREA OF THE ENCLOSED SPACE IS NOT GREATER THAN 10 PER SECTION 505.2.3 EXCEPTION 1 PUBLIC ENTRANCES,AT LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE PER SECTION 1105.1 www.kephart.com 2014 OREGON FIRE CODE(OFC) 508-MIXED USE AND OCCUPANCY � ANSI A117.1 -2009 SECTION 903-AUTOMATIC SPRINKLER SYSTEMS • REQUIRED:AT DN 110 LEAST 2 PERCENT(6)TOTAL ACCESSIBLE PARKING SPOTS; RE:CIVIL DOCUMENTS NATIONAL FAIRFIRE PROTECTION ASSOCIATION(NFPA) EACH PORTION OF THE BUILDING SHALL BE INDIVIDUALLY CLASSIFIED AND WHERE A BUILDING CONTAINS MORE THAN ONE • FIRE SPRINKLERS REQUIRED PER SECTION 903.2.8 OF THE IFC THE 1998 HOUSING DESIGN MANUAL IS EMPLOYED AS"SAFE HARBOR"FOR THE FEDERAL FAIR HOUSING ACT • OCCUPANCY GROUP,THE BUILDING OR PORTION SHALL FOLLOW SECTION 508. • SPRINKLER SYSTEM TO BE NFPA 13 IN ACCORDANCE WITH SECTION 903.3.1.1 DWELLING UNITS SECTION 1107 • ACCESSORY OCCUPANCIES ARE OCCUPANCIES THAT ARE ANCILLARY TO THE MAIN OCCUPANCY OF THE MAIN BUILDING(R-2)PER • AUTOMATIC SPRINKLER SYSTEM PLANS SHALL BE SUBMITTED TO DETERMINE COMPLIANCE WITH APPLICABLE BUILDING, PLUMBING,AND • ALL DWELLING UNITS ARE REQUIRED TO BE OF TYPE A OR TYPE B DUE TO BEING AN ELEVATORED BUILDING.ALL TYPE A(2%)AND SECTION 508.2 FIRE CODES TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. TYPE B DWELLING UNITS SHALL COMPLY CHAPTER 10 OF A117.1 (2003) Project Description • VALVES FOR CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER-FLOW SWITCHES SHALL BE 508.2-ACCESSORY OCCUPANCIES ELECTRONICALLY MONITORED PER SECTION 903.4 OF THE IFC SIGNAGE PER SECTION 1110 • AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 903.4.2 OF THE IFC • SIGNS: REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE TWO FIVE STORY BUILDINGS ABOVE GRADE WITH 1 TIER OF PARKING OF TYPE I-A CONSTRUCTION AND 4 STORIES OF R-2 • AGGREGATE AREA OF ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF THE BUILDING ARE OF THE STORY • BALCONIES AND SIMILAR PROJECTIONS OF TYPE III CONSTRUCTION SHALL BE PERMITTED TO BE OF TYPE V CONSTRUCTION AND SHALL LOCATIONS LISTED IN SECTION 1110.1 RESIDENTIAL TYPE V-A CONSTRUCTION ABOVE. IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED TABULAR VALUES IN TABLE 503 PER SECTION 508.2.1 NOT BE REQUIRED TO BE FIRE RESISTANCE RATING WHERE SPRINKLER PROTECTION IS EXTENDED TO THOSE AREAS PER SECTION • DIRECTIONAL SIGNAGE: DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL INCLUDE • ACCESSORY OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH 302.1 PER SECTION 508.2.2 1406.3 EXCEPTION 3.SPRINKLER PROECTION SHALL BE PROVIDE IN THESE AREAS. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND BE PROVIDED AT THE LOCATIONS LISTED IN SECTION 1110.2 BUILDING A ON THE WEST SIDE OF THE SITE COMPRISES OF 95 UNITS • THE ALLOWABLE BUILDING AREA AND HEIGHT SHALL BE BASED ON THE MAIN OCCUPANCY IN ACCORDANCE WITH SECTION 503.1 PER • OTHER SIGNS: SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL BE PROVIDED IN EACH DOOR TO AN EGRESS BUILDING B ON THE EAST SIDE OF THE SITE COMPRISES OF 92 UNITS SECTION 508.2.3 SECTION 905-STANDPIPE SYSTEMS STAIRWAY, EXIT PASSAGEWAY AND EXIT DISCHARGE IN ACCORDANCE WITH SECTION 1011.3 PER SECTION 1110.3 BOTH BUILDINGS ARE FULLY SPRINKLERED IN ACCORDANCE WITH 903-3 1.1 • NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND THE MAIN OCCUPANCY PER SECTION 508.2.4 • STANDPIPES ARE REQUIRED PER SECTION 905.3.1 -THE FLOOR OF THE HIGHEST STORY IS MORE THAN 30 FEET ABOVE FIRE DEPARTMENT GENERAL ACCESSIBILITY KTFS 508.3- NONSEPARATED OCCUPANCIES VEHICLE ACCESS. CLASS I STANDPIPE ALLOWED PER SECTION 905.3.1, EXCEPTION 1. • THE DETAILS AND NOTES PROVIDED ON THE ACCESSIBILITY SHEETS REPRESENT ONLY A PORTION OF THE REQUIREMENTS SET • LOCATIONS OF CLASS I STANDPIPE HOSE CONNECTIONS PER SECTION 905.4 FORTH BY FEDERAL LAW, STATE LAW,CITY AND COUNTY LAW AND THE BUILDING CODE FOR ACCESSIBILITY REQUIREMENTS Use & Occupancy Classification - Chapter 3 • NONSEPARATED OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED AND THE MOST RESTRICTIVE OCCUPANCY SHALL BE USED FOR -IN EVERY REQUIRED STAIRWAY, LOCATED AT AN INTERMEDIATE LANDING BETWEEN FLOORS • REFERENCE CODES: OSSC 2014,ANSI 117.1 2009 FHA DESIGN MANUAL. 1998,ADA STANDARD (FOR PUBLIC SPACES)-2010 THE BUILDING OR PORTION THEREOF IN WHICH THE NONSEPARATED OCCUPANCIES ARE LOCATED-THE TYPE I-A BUILDING(THE -EACH SIDE OF THE WALL ADJACENT TO THE EXIT OPENING OF A HORIZONTAL EXIT • CONTRACTORS MUST REVIEW ALL ACCESSIBILITY REQUIREMENTS AS PRESENTED IN THESE CONSTRUCTION DOCUMENTS AND THE OCCUPANCY CLASSIFICATION: BUILDING BELOW THE 3HR PT LID)IS ALLOWED UNLIMITED AREA FOR MOST RESTRICTIVE OCCUPANCY ALLOWING EACH OCCUPANCY -EXCEPTION:WHERE FLOOR AREAS ADJACENT TO A HORIZONTAL EXIT ARE REACHABLE FROM EXIT STAIRWAY HOSE CONNECTIONS REFERENCES HERE IN PRIOR TO STARTING ANY CONSTRUCTION.2014 OREGON STRUCTURAL SPECIALTY CODE AND ANSI STANDARDS R-2• PER SECTION 310.4 TO BE NONSEPARATED_THIS WAS USED FOR THE TYPE I-A BUILDING WITHIN 130 FEET A HOSE CONNECTION SHALL NOT BE REQUIRED AT THE HORIZONTAL EXIT MAY BE OBTAINED BY CALLING THE ICC AT 526.699.0541. OR WRITE TO ICBG AT 5360 WORKMAN MILL ROAD,WHITTIER, CA, 90601-2298. • S-2(PRIVATE GARAGE) PER SECTION 311.3 • 508.3.3 SEPARATION. NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES. -WHERE ROOF HAS A SLOPE LESS THAN 33.3%A HOSE CONNECTION SHALL BE LOCATED TO SERVE THE ROOF AT THE • FOR SITE ACCESSIBILITY REQUIREMENTS AND ALL SITE ACCESSIBILITY DETAILING, REFER TO CIVIL ENGINEERING DOCUMENTS • A-3(CLUBHOUSE,POOL&COURTYARD)303.4 • HIGHEST LANDING OF A STAIRWAY WITH STAIR ACCESS TO THE ROOF IN ACCORDANCE WITH 1009.16 PREPARED BY OTAK • B (LEASING)304.1 510.2-HORIZONTAL BUILDING SEPARATION ALLOWANCE SECTION 906-PORTABLE FIRE EXTINGUISHERS CATEGORY PARKING RESIDENTIAL CLUBHOUSE/ LEASING • BUILDINGS SHALL BE CONSIDERED SEPARATE AND DISTINCT BUILDINGS FOR THE PURPOSE AREA LIMITATION,CONTINUITY OF FIRE GARAGE APARTMENTS POOL&COURTYARD WALLS, NUMBER OF STORIES AND CONSTRUCTION TYPE PROVIDED THE FOLLOWING • PROVIDE CLASS A FIRE HAZARD(ORDINARY HAZARD OCCUPANCY)PORTABLE FIRE EXTINGUISHERS PER THE IFC AND NFPA 13 1. BUILDINGS SEPARATED WTH A HORIZONTAL ASSEMBLY NOT LESS THAN 3 HOURS • PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN CONSPICUOUS LOCATIONS ALONG NORMAL PATHS OF TRAVEL. 2. BUILDING BELOW THE HORIZONTAL ASSEMBLY IS NOT GREATER THAN 1 STORY ABOVE GRADE PLANE • MAXIMUM TRAVEL DISTANCE TO ANY FIRE EXTINGUISHER SHALL BE 75 FEET MAX AND 11,250 SF MAX FLOOR AREA PER TABLE906.3(1) LOCATION LEVEL 1 LEVELS 2-5 LEVEL 1 LEVEL 1 3. THE BUILDING BELOW THE HORIZONTAL ASSEMBLY IS OF TYPE IA CONSTRUCTION • COORDINATE LOCATIONS WITH LOCAL FIRE AUTHORITY Interior Environment - Chapter 12 4. SHAFT AND STAIRWAY ENCLOSURES THROUGH HORIZONTAL ASSEMBLY SHALL HAVE NOT LESS THAN 2-HOUR FIRE RESISTANCE RATING SECTION 907-FIRE ALARM AND DETECTION SYSTEMS NATURAL VENTILATION PER SECTION 1203.4 BUILDING A 5. THE BUILDINGS ABOVE THE HORIZONTAL ASSEMBLY SHALL BE PERMITTED TO HAVE MULTIPLE GROUP A-OCCUPANIES EACH WITH OCCUP S-2 R-2 A-3 A-3 AN OCCUPANT LOAD LESS THAN 300,OR GROUP B, M,R OR S OCCUPANCIES • MANUAL FIRE ALARM REQUIRED PER SECTION 907.2.9 NATURAL VENTILATION OF AN OCCUPIED SPACE SHALL BE THROUGH WINDOWS AND DOORS TO THE OUTDOORS. TYPE OF CONSTRUCTION I-A V-A I-A I-A 6. BUILDING BELOW THE HORIZONTAL ASSEMBLY SHALL BE PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN • MANUAL FIRE ALARM BOXES ARE NOT REQUIRED THROUGHOUT THE BUILDING WHEN THE BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER NFPA 13 NFPA 13 NFPA 13 NEPA 13 ACCORDANCE WITH 903.3.1.1 SPRINKLER SYSTEM AND THE NOTIFICATION APPLIANCES WILL ACTIVATE UPON SPRINKLER FLOW PER SECTION 907.2.9-1, EXCEPTION 2. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED PER SECTION 1203.4.1 7. THE MAXIMUM BUILDING HEIGHT IN FEET SHALL NOT EXCEED THE LIMITS SET FORTH IN SECTION 503 FOR THE BUILDING HAVING • SINGLE-OR MULTIPLE-STATION SMOKE ALARMS REQUIRED PER SECTION 907.2.11 THE SMALLER ALLOWABLE HEIGHT AS MEASURED FROM THE GRADE PLANE • ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND LOCATED PER SECTION 907.2.11.3. ADJOINING SPACES:WHERE ROOMS OR SPACES WITHOUT OPENING TO THE OUTDOORS,THE OPENING TO THE ADJOINING ROOM SHALL BE LOCATION LEVEL 1 LEVELS 2-5 • VISIBLE&AUDIBLE ALARM NOTIFICATION APPLIANCES AS REQUIRED PER SECTION 907.5.2.3. UNOBSTRUCTED AND SHALL HAVE AN AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF THE INTERIOR ROOM,BUT NOT LESS • FIRE ALARM DRAWINGS SHALL BE SUBMITTED TO FIRE DEPARTMENT FOR REVIEW AND APPROVAL. THAN 25 SF; RE: UNIT SHEETS BUILDING B PROVIDE RADIO AMPLIFICATION SYSTEM(RADIO ENHANCEMENT SYSTEM)AS REQUIRED PER THE AUTHORITY HAVING JURISDICTION. OCCUP S-2 R-2 Types of Construction - Chapter 6 Cr) c::4 . TYPE OF CONSTRUCTION I-A V-A AIR-BORNE SOUND PER SECTION 1207.2 FIRE SPRINKLER NFPA 13 NEPA 13 CONSTRUCTION CLASSIFICATION: I-A(S-2)&V-A(R-2)PER SECTION 602.2&602.3 WHERE REQUIRED: INTERIOR WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN DWELLING O FIRE-RESISTANCE RATING REQUIREMENTS Means of Earess - Chapter 10 UNITS AND ADJACENT PUBLIC AREAS SHALL HAVE A SOUND TRANSMISSION CLASS(STC)OF NOT LESS THAN 50 FOR AIR BORN NOISE WHENIII FIRE-RESISTANCE RATING REQUIREMENTS FOR FOR EXTERIOR WALLS BASED ON FIRE TESTED IN ACCORDANCE WITH ASTM E 90. NOTE:ACCESSORY OCCUPANCIES ARE THOSE THAT ARE ANCILLARY TO THE MAIN OCCUPANCY OF THE BUILDING BUILDING ELEMENTS(HOURS)PER TABLE 601 SEPARATION DISTANCE PER TABLE 602 (R-2)AND REFER TO SHEET A0-3.5 THRU A0-3.11 FOR EGRESS EXHIBITS STRUCTURE BORNE SOUND PER SECTION 1207.3 FIRE SEPERATION CONSTRUCTIONZ BUILDING ELEMENTS FIRE RATING TYPE I-A TYPE V-A DISTANCE(FEET) TYPE HOURS DESIGN OCCUPANT LOAD PER TABLE 1004.1.1 WHERE REQUIRED: FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING UNIT AND A PUBLIC OE SERVICE 5' I A, IIA 1 AREA WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION CLASS(IIC)RATING OF NOT LESS THAN 50 WHEN TESTED IN PRIMARY STRUCTURAL FRAME 3 1 Special Detailed Requirements Based On Use And Occupancy - Chapter 4 FUNCTION OF SPACE: R �IDVno, GARAGE ASSEMBLY BUSINESS � ERC)��E POOL ACCORDANCE WITH ASTM E 492. LLI r BEARING WALLS-EXTERIOR 3 1 5'TO 10' I-A, II-A 1 FLOOR AREA PER OCCUPANT: 200SF GROSS 200 SF GROSS 15 SF NET 100 SF GROSS 50 SF GROSS 50 SF GROSS V J 7 SECTION 406.4-GARAGES SHALL BE CLASSIFIED AS OPEN OR ENCLOSED: BEARING WALLS INTERIOR 3 1 10.1-0 30' I-A, II-A 1 1.-.1-4 c....5 GARAGE LEVELS: 1 (AT GRADE)-OPEN PER SECTION 406.5. I NON-BEARING WALLS-EXTERIOR SEE TABLE 602 >30' I-A, II-A 0 NUMBER OF EXITS PER SECTION 1021 Exterior Walls - Chapter 14 H h--•l • CLEAR HEIGHT IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS IS NOT BE LESS THAN T-0"PER SECTION 406.2.1 NON-BEARING WALLS-INTERIOR 0 0 TWO EXITS FROM ANY STORY SHALL BE PROVIDED PER SECTION 1021.1 BALCONIES AND SIMILAR PROJECTIONS PER SECTION 1406.3 • VEHICLE RAMPS USED FOR PARKING DO NOT EXCEED A SLOPE OF 1:15(6.67%)PER SECTION 406.2.4 FLOOR CONSTRUCTION 2 1 EGRESS WIDTHS • BALCONIES OF TYPE V CONSTRUCTION SHALL NOT BE REQUIRED TO HAVE A FIRE RESISTANCE RATING WHERE SPRINKLER PROTECTION IS EXTENDED TO THESE AREAS PER SECTION 1406.3 EXCEPTION 3 • VEHICLE BARRIERS NOT LESS THAN 2 FEET 9 INCHES SHALL BE PLACES AT THE ENDS OF DRIVE LANES,AND END OF PARKING SPACES WHERE THE VERTICAL DISTANCE TO THE GROUND IS MORE THAT 1 FOOT PER SECTION 406.4.3 ROOF CONSTRUCTION 1.5 1 • WHERE SPRINKLER PROTECTION IS EXTENDED TO THE BALCONIES THE AGGREGATE LENGTH OF THE BALCONIES SHALL NOT BE LIMITED • OPEN PARKING GARAGES SHALL BE OF TYPE 1,11 OR IV CONSTRUCTION PER SECTION 406.5.1 REFER TO SHEET A0-3.5 THRU A0-3.11 FOR EGRESS EXHIBITS PER SECTION 1406.3 EXCEPTION 4 • STRUCTURE SHALL HAVE UNIFORMLY DISTRIBUTED OPENINGS ON TWO OR MORE SIDES.OPENINGS IN EXTERIOR WALLS ON A TIER WHERE MULTIPLE MEANS OF EGRESS ARE REQUIRED,THEN THEY SHALL BE SIZED SUCH THAT THE LOSS OF ANYONE MEANS OF EGRESS SHALL BE NOT LESS THAN 20%OF TOTAL PERIMETER WALL AREA OF EACH TIER.THE AGGREGATE LENGTH OF THE OPENINGS SHALL NOT REDUCE THE AVAILALBE CAPACITY TO LESS THAN 50 PERCENT OF THE REQUIRED CAPACITY. Ce CONSIDERED TO BE PROVIDING NATURAL VENTILATION SHALL BE NOT LESS THAN 40%OF THE PERIMETER OF THE TIER. INTERIOR O WALLS SHALL BE NOT LESS THAN 20%OPEN PER SECTION 406.5.2 Fire-Resistance-Rated Construction - Chapter 7 MINIMUM REQUIRED EGRESS WIDTH PER SECTION PER SECTION 1005.1 EQUALS TOTAL OCCUPANT LOAD SERVED: < U• OPEN PARKING GARAGE SHALL BE EQUIPPED A STANDPIPE SYSTEM AS REQUIRED PER SECTION 905.3 PER SECTION 406.5.8 A. STAIRWAYS WIDTHS: .3"PER OCCUPANT • VENTLIATION OTHER THAN OPENINGS SHALL NOT BE REQUIRED PER SECTION 406.5.10 FIRE RATED ASSEMBLIES B. OTHER EGRESS COMPONENTS: .2"PER OCCUPANT r^ H• ACCESSIBLE VAN PARKING SPACES DO HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" C. DOOR ENCROACHMENT: WHEN FULLY OPEN SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS WIDTH BY MORE THAN 7" 2902.1 -MINIMUM NUMBER OF FIXTURES SHALL BE PROVIDED FOR THE TYPE OF OCCUPANCY �J J (� 0 OPEN PARKING GARAGES AREA AND HEIGHT PER TABLE 406.5.4 REQUIRED' REQUIREQ FIXTURE.CALCULATION-BLDG A 0 BUILDING ELEMENT RATING ASSEMBLY CLASS ASSEMBLY DESIGN i PER SECTION ACCESSIBLE MEANS OF EGRESS PER SECTION 1007 CLUBHOUSE 104 yV,(, HEIGHT(IN TIERS) TYPE I-A CONSTRUCTION MAIL/LOBBY 44 I AREA PER TIERMECHANICAL ACCESS W STRUCTURAL FRAME 3-HR COLUMNS IBC T721.1(2) T601 • ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS.WHERE MORE THAN GAME ROOM 72 TYPE OF CONSTRUCTION , HOISTAY ENCLOSURE 2-HR FIRE BARRIER IBC T721.1(2),3- 1.4 70713002.1 ONE MEANS OF EGRESS ARE REQUIRED FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE FITNESS 90 (SF) RAMP ACCESS AUTOMATIC SPRINKLER SYSTEM SHAFT WALLS 2-HR FIRE BARRIER IBC T721.1(2),3-1.4 713 SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS PER SECTION 1007.1. ROOF DECK 87 QUI' • CONTINUITY: EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY. P n C 0 NO YES EXTERIOR WALLS AT 10<30 FSD 1-HR EXTERIOR WALLS U356 T602 • ELEVATORS ARE NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS: PER SECTION 1007.2.1. EXCEPTION NO.1:BUILDINGS TOTAL AMENITY OCCUPANT LOAD:397(199 M, 199 F) IA UNLIMITED UNLIMITED UNLIMITED UNLIMITED EXTERIOR WALLS 0-HR EXTERIOR WALLS T602 EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED WITH SECTION 903.3.1.1 &FLOORS ARE CI CA EXIT PASSAGEWAY 2-HR FIRE BARRIER IBC T721.1`2),4-1.1 707/1023 PROVIDED WITH AN HORIZONTAL EXIT;AN ELEVATOR SHALL NOT BE REQUIRED. TOTAL FIXTURES REQUIRED PER 2014 OSSC T2902.1: TRASH ROOM 2-HR FIRE BARRIER IBC T721.1(2),3-1.4 707/5091 713.11 • STAIRWAYS AS AN ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED TO HAVE 48"CLEAR WIDTH BETWEEN HANDRAILS IN MALE WATER CLOSETS:2 FIXTURE REQUIRED INTERIOR WALLS NR FIRE PARTITION NA BUILDINGS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM PER SECTION 1007.3, EXCEPTION 1. FEMALE WATER CLOSETS:4 FIXTURES REQUIRED Cie Cf)SECTION 420-GROUP R-2 • AREAS OF REFUGE ARE NOT REQUIRED AT EXIT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN APPROVED LAVATORIES: 1:200-1 FIXTURE REQUIRED MALE&FEMALE ��V// FLOOR/CEILING-LID 3-HR HORIZONTAL ASSEMBLY IBC T721.1(3)1-1.1 T601 1711 AUTOMATIC SPRINKLER SYSTEM PER SECTION 1007.3, EXCEPTION 2. DRINKING FOUNTAIN: 1:500-1 FIXTURE REQUIRED RESIDENTIAL LEVELS 2-5 • PROVIDE TWO-WAY COMMUNICATION AT ELEVATOR LANDINGS THAT ARE ONE OR MORE STORIES ABOVE EXIT DISCHARGE PER < O TYPE V-A CONSTRUCTION SECTION 1007.8-SEE PLANS FIXTURES PROVIDED: O • WALLS SEPARATING UNITS IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 709 PRIMARY STRUCTURAL FRAME 1-HR COLUMNS T601 1704.3 O PER SECTION 420.2 HEADROOM PER SECTION 1003.3.1 1$T LE WC: • FLOOR/CEILING ASSEMBLIES SEPARATING UNITS IN THE SAME BUILDING SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN PRIMARY STRUCTURAL FRAME 1-HR BEAMS T601 !7D4.3 1 MALE WC, 1 MALE LAV., C. ACCORDANCE WITH SECTION 712 PER SECTION 420.3 BEARING WALLS-EXTERIOR 1-HR EXT BEARING WALLS T601 1705 80"MINIMUM 1 FEMALE WC, 1 FEMALE LAV. • GROUP R OCCUPANCIES SHALL BE EQUIPPED THROOUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH BEARING WALLS-INTERIOR 1-HR INT BEARING WALLS T601 (111119 I SECTION 903.2.8 PER SECTION 420.5 UNIT DEMISING WALLS 1-HR FIRE PARTITION GA WP 3370 T601 1420.2 2NDD FJ-{��R. O STAIRWAYS PER SECTION 1409 • FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE PROVIDED IN GROUP R-2 OCCUPANCIES PER SECTION 420.61 ALE WC, 1 URINAL,2 MALE LAV. CORRIDOR WALLS 1/2-HR FIRE PARTITION GAWP 3243 T1018.1 /708/420 2 FEMALE WC,2 FEMALE LAV. O EXIT ENCLOSURE-STAIRWAY 2-HR FIRE BARRIER IBC T721.1 2),3-1.4 1022/707/1022.1 WIDTH: 1 DRINKING FOUNTAIN HOISTWAY ENCLOSURE 2-HR FIRE BARRIER IBC 1721.1 2 ,3-1.4 70713002.1 44"MINIMUM PER SECTION 1009.4 00 General Buildina Heights & Areas - Chapter 5 SHAFT WALLS-CHUTES 2-HR FIRE BARRIER IBC T721.1 2),3-1.4 707 WIDTH WITHIN DWELLING UNIT: 3RD FLOOR: MECHANICAL SHAFT WALLS 2-HR FIRE BARRIER UL 438&A TG 35-39 713 36"MINIMUM PER SECTION 1009.4 EXCEPTION 1 1 UNISEX WC, 1 LAV HEADROOM: TRASH ACCESS ROOM WALLS 1-HR FIRE BARRIER IBC T721.1(2),3-1.4 707./509 80"MINIMUM MEASURE VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS PER SECTION 1009.5 ]�vE BUILDING HEIGHT-SECTION 504 TOTAL NON-BEARING WALLS NR FIRE PARTITION NA T601 HEADROOM WITHIN DWELLING UNIT: 2 MALE WATER p OSETS REFER TO SHEET A0-3.1 FOR GRADE PLANE POINTS ON SITE BALCONIES NR NA 1406.3 EX.3 WHERE THE NOSINGS OF TREADS AT THE SIDE OF THE FLIGHT EXTEND UNDER THE EDGE OF THE FLOOR OPENING THROUGH 1 URINAL CORRIDOR 1-HR FLOOR!CEILING GA FC 5420 WHITCH THE STAIR PASSES,THE FLOOR OPENING SHALL BE ALLOWED TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM 4 FEMALE WATER CLOSETS A MAXIMUM OF 4 3/4"PER SECTION 1009.5 EXCEPTION 2 3 MALE LAVS BUILDING A CORRIDOR 1-HR ROOF/CEILING GA RC 2601 • AVERAGE GRADE PLANE =X,XXX.XX UNIT 1-HR FLOOR/CEILING UL L528 TREADS AND RISERS: 3 FEMALE LAVS • HEIGHT BUILDING(6E 118") =X,XXX.XX RISERS=4"MINIMUM AND 7"MAXIMUM HEIGHT, TREADS= 11"MINIMUM DEPTH PER SECTION 1009.7.2 1 DRINKING FOUNTAIN UNIT 1-HR ROOF/CEILING UL P566 T601 1709.4 TREADS AND RISERS WITHIN DWELLING UNITS: BUILDING B RISERS=4"MINIMUM AND 7-3/4"MAXIMUM HEIGHT, TREADS= 10"MINIMUM PER SECTION 1009.7.2 EXCEPTION EXCEPTION 5 • AVERAGE GRADE PLANE =X,XXX.XX REFER TO THE A0-6 SERIES OF SHEETS FOR FIRE RATED ASSEMBLY DESIGN INFORMATION DIMENSIONAL UNIFORMITY: • HEIGHT OF BUILDING(64'-9 118") =X,XXX.XX TOLERANCE BETWEEN LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN LARGEST AND SMALLEST TREAD DEPTH IN ANY FLIGHT NOTE: MAIN OCCUPANCY ISR 2 APARTMENT BUILDING AND ALL RESIDENTS HAVE THE REQUIRED PLUMBING FIXTURES OF STAIRS SHALL NOT EXCEED 3!8"PER SECTION 1009.7.4 SECTION 705-EXTERIOR WALLS LANDINGS: LOCATED WITHIN THEIR UNITS AS WELL WIDTH OF LANDING SHALL NOT BE LESS THAN THE WIDTH OF THE STAIRWAY SERVED. LANDINGS SHALL HAVE A MINIMUM DIMENSION "FOR CALCULATIONS INVOLVING MULTIPLE OCCUPANCIES, SUCH FRACTIONAL NUMBERS FOR EACH NUMBER SHALL BE ALLOWABLE BUILDING HEIGHT(TABLE 503)AND HEIGHT INCREASE(SECTION 504.2) - EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF 10 FEET NEED ONLY BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE PER MEASURED IN THE DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE STAIRWAY;SUCH DIMENSION NEED NOT EXCEED 48"WHERE SUMMED AND THEN ROUNDED UP TO THE NEXT WHOLE NUMBER PER SECTION 2902.1.1 SECTION 705.5. THE STAIRWAY HAS A STRAIGHT RUN PER SECTION 1009.8 • OPENINGS IN EXTERIOR WALLS SHALL COMPLY WITH SECTION 705.8. UNPROTECTED OPENINGS SHALL BE PROVIDED IN ACCORDANCE HANDRAILS: APPLICABLE APPLICABLE ALLOWABLE ALLOWABLE ALLOWABLE ACTUAL WITH TABLE 705,8. HANDRAIL HEIGHT SHALL BE UNIFORM,AND 34"MINIMUM AND 38"MAXIMUM ABOVE STAIR TREAD NOSINGS PER SECTION 1012-2 OCCUPANCY/CONSTRUCTION TYPE (BUILDENG A) (BUILDING B) HEIGHT STORIES AREA(SF) GRLS LEVELS ADE PLANE) • PARAPETS ARE NOT REQUIRED PER SECTION 705.11, EXCEPTION 6. HANDRAILS SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN Elevators - Chapter 30 ISECTION 711 -HORIZONTAL ASSEMBLIES ADJACENT STAIR FLIGHT.WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND S-2 OCCUPANCY, I-A CONSTRUCTION 1 1 UL UL UL HORIZONTALLY AT LEAST 12"BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER PER SECTION 1012.6. ELEVATOR SIZE REQUIREMENTS: 1 STORY • WHERE THE FLOOR ASSEMBLY SEPARATES MIXED OCCUPANCIES,THE ASSEMBLY SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS B OCCUPANCY,I A CONSTRUCTION 1 1 UL UL UL HANDRAILS WITHIN DWELLING UNITS: WHERE ELEVATORS ARE PROVIDED IN BUILDINGS 4 OR MORE STORIES ABOVE GRADE PLANE,AT LEAST ONE SHALL BE PROVIDED THAN THAT REQUIRED BY SECTION 508.4 PER SECTION 711.3 WHEN HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN,TRANSITION FROM HANDRAIL FOR FIRE DEPT EMERGENCY ACCESS TO ALL FLOORS. THE ELEVATOR SHALL ACCOMMODATE AN AMBULANCE STRETCHER PER A-3 OCCUPANCY,I-A CONSTRUCTION 1 N/A UL UL UL TO GUARD,OR WHEN USED AT THE START OF A FLIGHT,THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED SECTION 3002.4. SECTION 713-SHAFT ENCLOSURES TO EXCEED THE MAXIMUM HEIGHT. 5 STORIES R-2 OCCUPANCY,V-A CONSTRUCTION 2-5 2-5 *70 *4 •"36,000 •••52'-9 1/8" • SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH SECTION 707 OER SECTION 713.2 HOISTWAY VENTING ' • SHAFT ENCLOSURES SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR STORIES OR ROOF ACCESS: SMOKE VENTS SHALL BE PROVIDED AT ELEVATOR HOISTWAYS(REFER TO MEP DRAWINGS). MORE STAIRWAY(1&3)TO THE ROOF ARE PROVIDED WITH ALTERNATING TREAD DEVICE PER SECTION 1009.16 • SHAFTS THAT DO NOT EXTEND TO THE BOTTOM OF THE BUILDING OR STRUCTURE SHALL COMPLY WITH PROVISION 1 PER SECTION 713.11 STAIRWAY(2&4)ARE PROVIDED WITH LADDERS ENCLO Ff}F)_EVATQR LOBBY: ACTUAL AND ALLOWED GROSS BUILDING AREAS • 1, SHALL BE ENCLOSED AT THE LOWEST LEVEL WITH SAME FIRE RESISTANCE RATING AS THE LOWEST FLOOR THROUGH WHICH THE ALL ROOF ACCESS POINTS ARE PROVIDED WITH ROOF HATCHES IN ACCORDANCE WITH SECTION 1009.16.1 EXCEPTION 1 • AN ENCLOSED ELEVATOR LOBBY SHALL BE PROVIDED AT EACH FLOOR WHERE AN ELEVATOR SHAFT ENCLOSURE CONNECTS MORE SHAFT PASSES BUT NOT LESS THAN THE RATING REQUIRED FOR THE SHAFT ENCLOSURE THAN THREE STORIES PER SECTION 713.14.1. CONST.TYPE OCCUPANCY GROUP LEVEL AREA AREA ALLOWED HANDRAIL$ PER SECTION 1012 • SECTION 713.14.1 EXCEPTION N0.1:ENCLOSED ELEVATOR LOBBIES ARE NOT REQUIRED AT THE LEVEL OF EXIT DISCHARGE, • ENCLOSED ELEVATOR LOBBIES ARE NOT REQUIRED PER SECTION 713.14.1 EXCEPTION 4 WHERE REQUIRED: PROVIDED THE LEVEL OF EXIT DISCHARGE IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION BUILDING A SECTION 714-PENETRATIONS ALONG OPEN-SIDED WALKING SURFACES,STAIRWAYS, RAMPS,AND LANDINGS THAT ARE LOCATED MORE THAN 30"ABOVE THE 903.3.1.1 LA S-2&A-3 LEVEL 1 (T.O.SLAB) 32,682.30 SF UNLIMITED FLOOR OR GRADE BELOW PER SECTION 1013.1. SECTION 708.14.1 EXCEPTION NO.4: ENCLOSED ELEVATOR LOBBIES NOT REQUIRED WHERE BUILDING IS PROTECTED WITH 1V-A R-2&A-3 LEVEL 2(T.O.SLAB) 29,201.47 SF 34,500** • FIRESTOP ALL PENETRATIONS IN THE FIRE-RATED ASSEMBLIES WITH APPROVED MATERIAL IN ACCORDANCE WITH SECTION 714. AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH 903.3.1.1 OR 903.3.1.2 AND DOES NOT SERVE LEVELS ABOVE 75 FEET IV-A R-2&A-3 LEVEL 3(T.O.SHEATHING) 26,983.55 SF 34,500** ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF THE RATED WALL SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24" GUARDS PER SECTION 1013 SEp 1V-A R-2&A-3 LEVEL 4(T.O.SHEATHING) 26,983.55 SF 34,500** MINIMUM PER SECTION 713-3-2, EXCEPTIONS 1 AND 2. MEMBRANE PENETRATIONS OF THE FIRE-RESISTIVE WALLS SHALL COMPLY WITH SECTION 713.3.2. THE ANNULAR SPACE CREATED BY THE PENETRATION OF A FIRE SPRINKLER SHALL BE PERMITTED TO BE WHERE REQUIRED: � �� 2O7j IV-A R-2&A-3 LEVEL 5(T.O.SHEATHING) 26,983.55 SF 34,500"" UNPROTECTED PROVIDED SUCH SPACE IS COVERED BY A METAL ESCUTCHEON PLATE PER EXCEPTION 5. ALONG OPEN-SIDED WALKING SURFACES,STAIRWAYS, RAMPS,AND LANDINGS THAT ARE LOCATED MORE THAN 30"ABOVE THE FLOOR OR BUILDING B • WALLS WITH THROUGH PENETRATIONS REQUIRE FIRESTOP SYSTEMS SUITABLE FOR THE METHOD OF PENETRATION PER SECTION 714.3.1. GRADE BELOW PER SECTION 1013.1. I-A S-2&B LEVEL 1 (T.O.SLAB) 121,207.25 SF UNLIMITED • PENETRATIONS THROUGH RATED FLOOR/CEILING ASSEMBLIES REQUIRE PROTECTION BY MEANS OF PROPER MATERIALS AND SEALANT. IECC COMPLIANCE V-A R-2 LEVEL 2(T.O.SLAB) 121,729.50 SF 36,000•• SEE ATTACHED ENERGY ANALYSIS PROVIDE FIRE DAMPERS OR APPROVED EQUIVALENT AT HVAC OUTLETS WITHIN FLOOR/CEILING ASSEMBLIES. PROVIDE PRE-ROCK HEIGHT: PA A AROUND ALL LIGHTING RECESSED IN THE FLOOR/CEILING ASSEMBLY. NOT LESS THAN 42"AS MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR ADJACENT WALKING SURFACE PER SECTION t uoik V-A R-2 LEVEL 3(T.O.SHEATHING) 121,734.72 SF 36,000" 1013.2. P • V-A R-2 LEVEL 4(T.O.SHEATHING) 21,734.72 5F 36,000" SECTION 716-OPENING PROTECTIVES HEIGHT WITHIN DWELLING UNITS: n V-A R-2 LEVEL 5(T.O.SHEATHING) .21,734.72 SF 36,000•• NOT LESS THAN 34"ON OPEN SIDE OF STAIRS PER SECTION 1013.3 EXCEPTION 2 - I • OPENING IN FIRE RESISTIVE RATED ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716. NOT LESS THAN 34"AND MORE THAN 38"WHERE TOP OF GAURD ALSO SERVES AS A HANDRAIL PER SECTION 1013.3 EXCEPTION 3 - jr �. • *RATED OPENINGS ONLY REQUIRED IN ACCORDANCE WITH 705-8- r CO •WHERE BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION OPENING LIMITATIONS: 903.3.1.1 THE VALUE SPECIFIED IN T503 IS INCREASED BY 20 FEET AND 1 STORY PER SECTION 504.2 SECTION 717-DUCTS AND AIR TRANSFER OPENINGS OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4"DIAMETER SPHERE CANNOT PASS THROUGH ANY r 4 i o; 3 O "WHEREE A BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION OPENING UP TO A HEIGHT OF 36".FROM A HEIGHT OF 36"TO 42"ABOVE THE ADJACENTSURFACES,A SPHERE " WALKING 4 318IN DIAMETER r 903.3.1.1,THE BUILDING AREA LIMITATION IN TABLE 503 IS PERMITTED TO BE INCREASED BY AN ADDITIONAL 200 PERCENT PER SECTION 506.3 • FIRE DAMPERS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 716. SHALL NOT PASS PER SECTION 1013.4.THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREAD,AND BOTTOM RAIL AT THE OPEN SIDE R ***WHERE A ONE STORY ABOVE GRADE PLANE GROUP S-2 PARKING GARAGE, ENCLOSED OR OPEN OF TYPE I CONSTRUCTION WITH GRADE 1.5 HOUR WHEN PENETRATING LESS THAN 3-HR FIRE RESISTANCE RATED ASSEMBLIES OFA STAIRWAY SHALL BE OFA MAXIMUM SIZE SUCH THAT A SPHERE OF 6" IN DIAMETER CANNOT PASS THROUGH THE OPENING PER • 0 y_ ENTRANCE, IS PROVIDED UNDER A BUILDING OF GROUP R,THE NUMBER OF STORIES TO BE USED IN DETERMINING THE MINIMUM TYPE OF 3 HOUR WHEN PENETRATING 3-HR OR GREATER FIRE RESISTANCE RATED ASSEMBLIES SECTION 1013.3,EXCEPTION 2. CONSTRUCTION SHALL BE MEASURED FROM THE FLOOR ABOVE SUCH A PARKING AREA.THE FLOOR ASSEMBLY BETWEEN THE PARKING SECTION 718-CONCEALED SPACES OPENING LIMITATIONS IN DWELLING UNITS: GARAGE AND THE GROUP R ABOVE SHALL COMPLY WITH THE TYPE OF CONSTRUCTION REQUIRED FOR THE PARKING GARAGE AND SHALL 1 GUARDS ON OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SHPERE 4-318"IN DIAMETER O. .2 ALSO PROVIDE A FIRE-RESISTANCE RATING NOT LESS THAN THE MIXED OCCUPANCY SEPARATION REQUIRED IN SECTION 508.4. • FIREBLOCKING SHALL BE PROVIDED TO COMPLY WITH SECTION 718.2 -CONCEALED SPACES OF STUD WALLS AND PARTITIONS-VERTICALLY AT CEILING AND FLOOR LEVELS; HORIZONTAL EXITS PER SECTION 1013 098.11 7 PHASED PERMIT-FOUND. SS T REFER TO SHEET A0-5.1 FOR BUILDING AREA CALCULATIONS AND GRAPHICS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET_ 2 D9.28.17 FULL PERMIT SET -INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES • THE SEPARATION BETWEEN REFUGE AREAS SHALL BE SEPARATED BY A FIRE BARRIER WITH A MINIMUM FIRE RESISTANCE RATING OF 2 -CONCEALED SPACES BETWEEN STRINGERS AT THE TOP AND BOTTOM OF RUN HOURS PER SECTION 1025.2 z OPENINGS AT VENTS, PIPES AND DUCTS • FIRE DOORS IN HORIZONTAL EXITS SHALL BE SELF CLOSING OR AUTOMATIC CLOSING WHEN ACTIVATED BY A SMOKE DETECTOR IN CONCEALED SLEEPER SPACES ACCORDANCE WITH 716.5.9.3 PER SECTION 1025.3 -CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS • THE REFUGE AREA OF A HORIZONTAL EXIT SHALL BE A SPACE OCCUPIED BY THE SAME TENANT OR PUBLIC AREA. EACH REFUGE AREA Ci • DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE SHALL BE ADEQUATE TO ACCOMODATE THE ORIGINAL OCCUPANT LOAD FROM THE ADJOINING COMPARTMENT.THE ANTICIPATED a WITH SECTION 903.3.1.1 PER SECTION 718.3.2 EXCEPTION 1 OCCUPANT LOAD FROM THE ADJOINING COMPARTMENT SHALL BE BASED ON THE CAPACITY OF THE HORIZONTAL EXIT DOORS ENTERING THE REFUGE AREA.THE CAPACITY SHALL BE BASED ON NET FLOOR AREA OF 3SF FOR EACH OCCUPANT m 1 m Project Architect PRC _ 505.2 MEZZANINE PER SECTION 505.2 _ LOFT PARAPET: 165'-9 718" r - - . �.G/�y ,j��y.L� :/,/i/� f )' - - - - - - ------"?-11 - Project Designer /1.. / - - - - - ROOF PLATE. 162-11 718 JB/WC/JN C 'rig 1 IIROOF(T.O.SHEATHING): 155'x" LO I. cf ; •• r /. �� / - III , Date /'" " •//// � - I LEVEL 5 M ( O SHEATHING):153 10 3/4"S09/28/17 � � EZZ T HING: ' R2 i // / 7„. / •� R2 ' R2 Job Number c.N • `-; .` is / •/ /.•/ /: /. �� /lig'''/r/-2'• /T�� _ ,. €., i I r- 3-H R LID - + - - LEVEL 5(T.O.SHEATHING} 143' 11 5/8" 216058 _• ' - --_ .f6/, y/� .,tWirei4p!, -i %%SG%/FLS 1" I ' _....... I . . m Drawn By CWIJONVC R2 PER 5 .2I R2 • • �� LE ( SHEATHING): 133 3 314 ' _.__.._.._ - I -- I Checked By Y . VELA T.O. THING : ' R2 iz.F �) % r -..„,.. ,. :i ' /�=� ' - /�.: _• R2 R2 Title r - • ;�f. y �. /13 • _ __ .. LEVEL 3(T.O.S-�_ LNG): 122'7 7/8" 0 j V HEATH r /, %/ �/ , ® r R2 FITNESS >- a CODE ANALYSIS `" R2 t /% Ji %' � ... -_a._.� �..- Www.-� � .��w ,. H R2 TN • -, - i POOL • r _ 4 } A3 Q Sheet Number o .� -fie :.:.. x :x Q �, n . DECK in - - ,. W 1- I:. • I Q_ a ,., .� LEVEL 1 (T.O.SLAB). 100'-0"V -- - , co FAQ-2 . 1 0 UO ,. ABBREVIATIONS SYMBOLS LEGEND MATERIALS LEGEND GENERAL NOTES nri , . r:.., i KEPHART PRIME CONTRACTOR TO VERIFY EXISTING CONDITIONS ON SITE PRIOR TO CONSTRUCTION- community pinning architecture DIMENSIONS TO TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. ALL DIMENSIONS GIVEN TO FACE OF STUDS- 2555 WALNUT STREET DENVER,COLORADO 80205 AB ANCHOR BOLT EW EACH WAY L LENGTH S SOUTH \\\' BRICK VENEER FRAME WALLS ARE 3-112"UNLESS OTHERWISE INDICATED ON PLANS www_kephart.com ABV ABOVE EWC ELECTRICAL WATER COOLER LAM LAMINATE SC SOLID CORE (RC: ROOF CEILING) (PLAN) AC AIR CONDITIONING EWH ELECTRIC WATER HEATER LAV LAVATORY SD SOAP DISPENSER (FC: FLOOR CEILING) ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. SECURE ALL REQUIRED PERMITS ACCOUS ACOUSTICAL EXG EXISTING LDR LEADER SEC SECTION (WE:WALL EXTERIOR) ` AND APPROVALS PRIOR TO ANY CONSTRUCTION. ACT ACOUSTICAL CEILING TILE EXH EXHAUST LH LEFT HAND SF SQUARE FOOT (WI:WALL INTERIOR) AD AREA DRAIN,ACCESS DOOR EXP EXPOSED LIN LINEAR SHT SHEET PRIME CONTRACTOR IS TO COORDINATE THE CONSTRUCTION OF AN EXTERIOR FINISH MOCK UP WALL FOR ADD ADDENDUM EXT EXTERIOR LP LIGHTING PANEL SHTH SHEATHING OWNER/ARCHITECT APPROVAL PRIOR TO FINISH INSTALLATION.THE MOCK UP WALL IS TO INCLUDE A ADJ ADJACENT,ADJUSTABLE LT LIGHT SIM SIMILAR WE Al WALL, FLOOR, ROOF, REPRESENTATION OF EACH OF THE EXTERIOR FINISH MATERIALS ALONG WITH ASSOCIATED WEATHER RESISTANT AND AFF ABOVE FINISHED FLOOR F FAHRENHEIT SND SANITARY NAPKIN DISPENSER \ CEILING TYPE INDICATOR i i i i i i i I: FLASHING SYSTEMS. ALLM ALUMINUM FA FIRE ALARM MACH MACHINERY SNR SANITARY NAPKIN RECEPTACLE 1 II I I I I I I I BRICK VENEER ALT ALTERNATE FBO FURNISHED BY OTHERS MAG MAGNETIC SNT SEALANT II I I I I I I II I I I I I I I I (ELEVATION) FOUNDATION: ANDD ANODIZED FCL FLOOR CHANGE LINE MAS MASONRY SOFF SOFFIT iIIII III DETAIL NUMBER tIIIIIII II I ALL FOUNDATION WALLS SUBJECT TO DRAINAGE DETAILS. SEE GEOTECHNICAL REPORT. SHOULD BUILDING APPROX APPROXIMATE FD FLOOR DRAIN, FIRE DAMPER MATL MATERIAL SPCC SPACING CONDITIONS OR SITE CONDITIONS NOT MATCH THE FINAL SOILS REPORT,CONTACT THE ARCHITECT.SLOPE ALL ARCH ARCHITECTURAL FDN FOUNDATION MAX MAXIMUM SPRT SUPPORT CONCRETE AWAY FROM EXTERIOR WALLS. MAXIMUM SLOPE OF LANDINGS AT ALL THE EXTERIOR DOORS SHALL NOT ASF ABOVE SUB FLOOR FE FIRE EXTINGUISHER MECH MECHANICAL SPECS SPECIFICATIONS KEYNOTE EXCEED 1/4" PER FOOT. ASPH ASPHALT FHC FIRE HOSE CABINET MED MEDIUM SPKL SPRINKLER 00 AUTO AUTOMATIC FH FIRE HYDRANT MEMB MEMBRANE SPKR SPEAKER INDICATOR EXTERIOR: AUX AUXILIARY FIG FIGURE MEZZ MEZZANINE SQ SQUARE ♦♦♦♦♦.♦♦♦...♦.♦♦♦ COT ` ARRETE MASONRY WN) OOD LESS THAN TODECAY. 8"ABOVE GRADE OR IN CONTACT WITH CONCRETE SHALL BE TREATED OR WOOD OF NATURAL AN AUDIONISUAL FIN FINISH MFG MANUFACTURER SS STAINLESS STEEL •..♦�♦♦... AVE AVENUE FIX FIXTURE MIN MINIMUM STA STATION (I) WINDOW TYPE • AVG AVERAGE FL FLOW LINE MISC MISCELLANEOUS STD STANDARD INDICATOR ALL MISCELLANEOUS EXTERIOR METALS SUCH AS FLASHING,COPING, GRILLES,SCUPPERS, DOWNSPOUTS,SIDEWALL FLG FLASHING MM MILLIMETERS STL STEEL VENTS, ETC. SHALL BE PAINTED TO MATCH THE ADJACENT FINISH MATERIALS U.N.O. BATH BATHROOM FLR FLOOR MO MASONRY OPENING STOR STORAGE BD BOARD FLOUR FLUORESCENT MTD MOUNTED STRUCT STRUCTURAL (213) DOOR TYPE INDICATOR PROVIDE GUTTERS AND DOWNSPOUTS WITH EXTENDERS (OR TO UNDERGROUND SEPTEM). PRIME CONTRACTOR TO BIT BETWEEN FLEX FLEXIBLE MTL METAL SUSP SUSPENDED FEILD VERIFY LOCATION OF DOWNSPOUTS WITH ARCHITECT PRIOR TO INSTALLATION. BF BOARD FEET FOC FACE OF CONCRETE MUL MULLION SYM SYMMETRICAL t ��r, BITUM BITUMINOUS FOF FACE OF FINISH t 1i+ .} ``_ :7 PROVIDE WATER AND ICE PROTECTION EXTENDING A MINIMUM OF TWO(2)FEET INSIDE THE EXTERIOR WALL LINE AT BLDG BUILDING FOM FACE OF MASONRY N NORTH TB TOWEL BAR • `*• F 44 1 1 RIGID INSULATION EAVES OF CONDITIONED AREA. BLKG BLOCKING FOS FACE OF STUD NIC NOT IN CONTRACT T&B TOP AND BOTTOM -'8 STOREFRONT TYPE i•a;_,.,.J..,_ L ,-.�M C _ I �.•q7.14-1 - -,.- C: BM BENCHMARK, BEAM FR FIRE RATED NO NUMBER TEL TELEPHONE INDICATOR ' : ,,": PROVIDE SNOW STOP AT ALL DOWN SLOPE TERMINATIONS OF ROOF SURFACE WHERE EGRESS OR PATH OF TRAVEL BO BOTTOM OF FT FOOT(FEET) NOM NOMINAL T&G TONGUE AND GROOVE OCCURS BELOW EAVE BOC BACK OF CURB FTG FOOTING NRC NOISE REDUCTION COEFFICIENT THERM THERMOSTAT BOT BOTTOM FURN FURNISH(ED) NTS NOT TO SCALE THK THICK 4 100'-0" ELEVATION MARKER FRAMING 1 TRUSSES: BRG BEARING FURR FURRING THLD THRESHOLD FLOOR&ROOF TRUSS LAYOUT INDICATED IS FOR REFERENCE ONLY.COMPONENT SUPPLIER/FABRICATOR SHALL BE • BSMT BASEMENT FUT FUTURE OH OPPOSITE HAND TO TOP OF RESPONSIBLE FOR FINAL ENGINEERING. BUR BUILT-UP ROOF FVC FIRE VALVE CABINET OWT OPEN WEB TRUSS TOC TOP OF CONCRETE BATT INSULATION TOS TOP OF STEEL PRIME CONTRACTOR SHALL PROVIDE BLOCKING FOR ALL CABINETS, CLG. FANS,AND BATH ACCESSORIES INCLUDING CAB CABINET G GAS P PAINT TOSL TOP OF SLAB BLOCKING FOR GRAB BAR LOCATIONS AT ALL HANDICAPPED ACCESSIBLE UNITS. REFER TO UNIT PLANS FOR BLOCKING CAP CAPACITY GA GAUGE PAR PARALLEL TOW TOP OF WALL 0 GRID IDENTIFICATION AND LINE LOCATIONS AND FOR DIMENSIONS. CEM CEMENTITIOUS GAL GALLON PBO PROVIDED BY OTHERS TPD TOILET PAPER DISPENSER CER CERAMIC GALV GALVANIZED PC PRECAST TRANS TRANSFER MEP CFM CUBIC FEET PER MINUTE GB GRAB BAR PEN PENETRATION TS TUBE STEEL VENT ALL DRYERS TO THE OUTSIDE. REFER TO MFR DATA FOR RECOMMENDED MAX.LENGTHS OF DUCTS. CIP CAST IN PLACE GC GENERAL CONTRACTOR PERF PERFORATED TV TELEVISION UNIT ## ROOM NUMBER ' CIRC CIRCUMFERENCE GEN GENERATOR PERIM PERIMETER TYP TYPICAL 000 • • i PRIME CONTRACTOR SHALL COORDINATE AND VERIFY ALL PLUMBING ROUGH-IN LOCATIONS. CJ CONTROL JOINT GI GALVANIZED IRON PH PHASE _ -- • , • _ - , . _ -i SPRAY FIBER INSULATION — J CK CAULKING GL GLASS PKG PARKING UNFIN UNFINISHED is • • - ' - - • - LOCATIONS OF METERS, UTILITIES AND MAJOR APPLIANCES(I.E. HVAC EQUIPMENT ETC.)ARE APPROXIMATE. PRIME �! P) CL COLUMN LINE GLA GROSS LEASABLE AREA PL PLATE LINE, PROPERTY LINE UNO UNLESS NOTED OTHERWISE BALCONY/DECK TYPE CONTRACTOR TO FIELD VERIFY FINAL LOCATIONS WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION. O CIL,C.L.,4 CENTER LINE GPM GALLONS PER MINUTE POW PLASTIC LAMINATE UR URINAL LJ INDICATOR CLG CEILING GWB GYPSUM WALL BOARD PLAS PLASTER STAIRS AND RAILINGS: CLOS CLOSET GYP GYPSUM PLBG PLUMBING V VOLT PREFABRICATED STEEL STAIRS ALONG WITH ASSOCIATED HANDRAILS,AND GUARDRAILS SHALL BE A DEFERRED ^ CM CENTIMETERS PLYWD PLYWOOD VCT VINYL COMPOSITION TILE SUBMITTAL AS DESCRIBED BELOW.THE STAIR RISERS SHALL NOT BE LESS THAN 4 INCHES NOR MORE THAN 7 INCHES. CMU CONCRETE MASONRY UNIT HB HOSE BIBB POL POLISHED VENT VENTILATION REVISION TAG AND CLOUD ,- CEMENTITIOUS STUCCO 1 THE LARGEST TREAD OR RISER WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST(TREAD OR RISER) CO CLEAN OUT HC HOLLOW CORE, HANDICAPPED PR PAIR VERT VERTICAL -• , - - PLASTER I GYPSUM MATERIAL BY MORE THAN 3/8". COL COLUMN HDR HEADER PREFAB PREFABRICATED VEST VESTIBULE - • . - . COMB COMBINATION HDWR HARDWARE PREFIN PREFINISHED VIN SHEET VINYL - -- - - PRIME CONTRACTOR TO COORDINATE FLOOR OPENINGS AND STAIR CONSTRUCTION WITH SUB-CONTRACTOR AND CONC CONCRETE HD HARD PRIM PRIMARY VOL VOLUME ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. FIELD VERIFY ALL DIMENSIONS. 111 .e77 CA^ CONE CONFERENCE HID HIGH INTENSITY DISCHARGE PSF POUNDS PER SQUARE FOOT VTR VENT THRU ROOFWO TEMPERED GLAZING V 1 CONSTR CONSTRUCTION HM HOLLOW METAL PSI POUNDS PER SQUARE INCH VC VINYL WALL COVERING DOORS/WINDOWS/GLAZING: r '% 1_CONT CONTINUOUS HORIZ HORIZONTAL PTD PAPER TOWEL DISPENSER UNLESS OTHERWISE NOTED, HINGE SIDE OF DOORS IS SET 4"FROM FACE OF ADJACENT FRAMING. ��( v CONTR CONTRACTOR HP HORSE POWER PT POST TENSIONED W WEST 2 I _i CORR CORRIDOR, CORRUGATED HR HOUR PTEN POST TENSIONED W/ WITH SECTION MARKER STEEL PRIME CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS OF DOOR AND WINDOW UNITS WITH Z rCPT CARPET HT HEIGHT PTN PARTITION WC WATER CLOSETMANUFACTURER BEFORE FRAMING. PRIME CONTRACTOR TO PROVIDE ROUGH OPENING AS REQUIRED TO �( CT CERAMIC TILE HTR HEATER PVC POLYVINYL CHLORIDE WD WOOD / I ACCOMODATE LOCATIONS OF DOORS AND WINDOWS AS DIMENSIONED ON DRAWINGS. CTR COUNTER HVAC HEATING,VENTILATING AND COOLING PVMT PAVEMENT WOO WINDOW ^ CW COLD WATER HW HOT WATER WGL WIREGLASS ALL EXTERIOR DOORS LEADING TO UNHEATED AREAS ABOVE GRADE SHALL BE WEATHERSTRIPPED. H HWH HOT WATER HEATER QT QUARRY TILE WH WATER HEATER 1 DAMP DAMPPROOFING HWS HOT WATER SUPPLY QTY QUANTITY WHH WINDOW HEAD HEIGHT ALL WINDOWS TO BE WEATHERSTRIPPED AND DOUBLE GLAZED. ATRIUM AND SLIDING GLASS DOORS TO BE TEMPERED DBL DOUBLE HWY HIGHWAY WO WHERE OCCURS • • - GLASS. DEG DEGREE R RISER W/O WITHOUT '1 A101 1, INTERIOR ELEVATION MARKER tea. . a- { -• CONCRETE DEMO DEMOLISH, DEMOLITION IBC INTERNATIONAL BUILDING CODE RAD RADIUS WP WATERPROOFING r .'° na ALL EXTERIOR OPENINGS SHALL BE CONSTRTUCTED AND FINISHED IN SUCH A MANNERAS TO MAKE THEM O DEPT DEPARTMENT ID INSIDE DIAMETER RBC RUBBER BASE COVE W/R WATER RESISTANT 1 - . ' , • _ WATERPROOF. DF DRINKING FOUNTAIN ILLUM ILLUMINATOR RBS RUBBER BASE WSCT WAINSCOT r DIA DIAMETER IN INCHES RBT RUBBER TILE WT WEIGHT PROVIDE SAFETY GLAZING AT ALL HAZARDOUS LOCATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO GLAZING IN v r DIAL DIAGONAL INCAN INCANDESCENT RD ROOF DRAIN, ROAD WWF WELDED WIRE FABRIC ATRIUM AND SLIDING GLASS DOORS,GLAZING LOCATED WITHIN A 24"ARC OF EITHER VERTICAL EDGE OFA DOOR, E'"4 DIM DIMENSIONS 4NCL INCLUDE(D) RE REFERENCE, REFER EXTERIOR ELEVATION MARKER GLAZING IN RAILINGS AND IN WALL ENCLOSING STAIRWAY LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP OF CA r DIV DIVISIONS INSUL INSULATION RECPT RECEPTACLE YD YARD _ STAIRWAYS WHERE THE BOTTOM EDGE IS LESS THAN 60"ABOVE A WALKING SURFACE. SEE CODE SECTION FOR FULLOM �/1 DN DOWN INT INTERIOR REFR REFRIGERATOR 1 I-1 Fl LISTING AND REQUIREMENTS. 0 DR DOOR INTEG INTEGRAL REG REGISTEROS I I EARTH DTL DETAIL POUT INTMED INTERMEDIATE REINF REINFORCED —.I I I I I I I I ALL DWELLING UNITS SHALL BE PROVIDED WITH DOOR BUZZER/BELL MOUNTED A MAXIMUM OF 48"ABOVE THE FINISH r J INV INVERT REM REMOVE FLOOR AND BE CONNECTED TO PERMANENT WIRING. DWG DRAWING REQ'D REQUIRED JAN JANITOR RESIL RESILIENTINSTALL PEEPHOLES ON ALL UNIT ENTRY DOORS AND SECURITY BAR ON SLIDING GLASS DOORS. Cly 0 E EAST JST JOIST REV REVISION(S), REVISED EA EACH JT JOINT REEL REFLECTED 0 DETAIL BUBBLE PROVIDE A MINIMUM 22"x30"ACCESS PANEL TO ALL ATTIC AREAS PER PLAN- PRIME CONTRACTOR TO COORDINATE EB EXPANSION BOLT RH RIGHT HAND I ..�n.�. . T WITH SUBCONTRACTORS AND VERIFY LOCATION OF ACCESS PANEL WITH ARCHITECT. KIT KITCHEN RM ROOM ii. .r rrrrr �.iiw. s.row•r CA SF EACH FACE 3 Wl PLYWOOD EJ EXPANSION JOINT KO KNOCKOUT RO ROUGH OPENING 1__ GYPSUMBOARD ANDSEPARATIONASSEMBLIESIFIREBLOCKING: EL ELEVATION ��`� `�"ROW RIGHT OF WAY •woo.- u: .s�����,.� [� ELEC ELECTRICAL RVS REVERSE(SIDE) - y" " ASSEMBLIES, SEAL 1/4"4"GAP WITH IOF RE CAULK. WALL BOARD TO BE HELD OFF CONCRETE BY 1I4". IN FIRE RATEDCe (... ELEV ELEVATOR, ELEVATION Q EMER EMERGENCY PROVIDE ONE HOUR SEPARATION BETWEEN ALL DWELLING UNITS. O EQ EQUAL EQUIP EQUIPMENT MATCHLINE PENETRATIONS THROUGH RATED FLOOR-CLG.ASSEMBLY REQUIRE PROTECTION BY MEANS OF PROPER MATERIALS O ES EACH SIDE AND SEAL. PROVIDE PRE-ROCK AT ALL RECESSED LIGHTING. FIRESTOP ALL PENETRATIONS IN THE FIRE-RATED EST ESTIMATE ASSEMBLIES INCLUDING(BUT NOT EXCLUSIVELY)FLUES, PLUMBING AND VENT LINES W/APPROVED MATERIAL. C ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF THE RATED WALL SHALL BE SEPARATED BY A HORIZONTAL I PROPERTY LINE DISTANCE OF 24" ALL PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES SHALL BE PROTECTED BY MATERIALS AND 9 C: INSTALLATION DETAILS THAT CONFORM TO UL LISTINGS FOR THROUGH PENERATION FIRE STOP SYSTEMS. PRIME O CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FURNISHED BY THE MANUFACTURER OF THE FIRE STOP MATERIAL — WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING SHOP DRAWINGS TO BE SUBMITTED TO THE ARCHITECT AND SHALL BE AVAILABLE TO THE CITY INSPECTORS.THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION, CENTERLINE WITH ALL VARIABLES DEFINED. 1.11.1 00 PROVIDE FIRE BLOCKING AND DRAFTSTOP AT ALL CONCEALED SPACES AT WALLS,STAIR STRINGERS, FLOOR AND CEILING OPENINGS AND SOFFITS. OBJECT ABOVE DRAFTSTOPS TO BE CONTINUOUS TO UNDERSIDE OF ROOF SHEATHING,TO FACE OF EXTERIOR WALLS AND OVERHANGS. FIRE DAMPERS&FIRE SAFETY: OBJECT BELOW(HIDDEN) AN APPROVED FIRE ALARM SYSTEM SHALL BE INSTALLED- FIRE ALARM DRAWINGS NEED TO BE SUBMITTED FOR REVIEW AND APPROVAL. REFER TO DEFERRED SUBMITTALS BELOW. AUTOMATIC SPRINKLER SYSTEM PLANS SHALL BE SUBMITTED TO DETERMINE COMPLIANCE WITH APPLICABLE BUILDING, PLUMBING,AND FIRE CODES TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. REFER TO DEFERRED SUBMITTALS BELOW. SMOKE DETECTORS TO BE INTERCONNECTED EQUIPMENT AND SYSTEMS CHECK: PRIME CONTRACTOR SHALL ENSURE THROUGH TESTING THAT EACH PIECE OF ELECTRICAL, MECHANICAL,AND PLUMBING EQUIPMENT FUNCTIONS PROPERLY PRIOR TO BUILDING OCCUPANCY. FINISHES: ALL INTERIOR WALL AND CEILING FINISHES IN ALL AREAS SHALL BE FINISH TESTED BY AN APPROVED TESTING AGENCY ALL TUBS AND SHOWER ENCLOSURES TO BE FINISHED WITH HARD, NON-ABSORBENT SURFACE TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE DRAIN INLET. MAINTAIN FIRE WALL ASSEMBLIES AT ALL PLUMBING FIXTURES. PREBLOCK WALL WITH 5/8"RATED GYPSUM WALL BOARD AS REQUIRED. ALL DWELLING UNITS SHALL HAVE BASE BOARD TRIM. DEFERRED SUBMITTALS ITEMS BEING PROVIDED AS A DEFERRED SUBMITTAL ARE AS FOLLOWS: SEP2 8 Z01� - AUTOMATIC FIRE SPRINKLER SYSTEM - FIRE ALARM SYSTEM �T�yD A /� - STEEL STAIR SYSTEM INCLUDING HAND AND GUARD RAILS - SIGNAGE [.� - POOL&POOL EQUIPMENT - ACCESS CONTROL - FLOOR&ROOF TRUSSES RE:STRUCTURALC.� �� SHOP DRAWINGS AND CALCULATIONS AS NECESSARY FOR ITEMS LISTED ABOVE SHALL BE STAMPED AND SIGNED BY 13 PAUL �'� A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 'y 1• ' PBE CI P THE ARCHITECT SHALL REVIEW DEFERRED SUBMITTAL DRAWINGS AND CALCULATIONS FOR GENERAL CONFORMANCE ''11 WITH THE DESIGN INTENT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION PROVIDED IN THE ' . V CONSTRUCTION DOCUMENTS ONLY. RESPONSIBILITY FOR THE DESIGN SHOWN ON THE DOCUMENTS RESTS SOLELY I • ON THE INDIVIDUAL WHOSE PROFESSIONAL SEAL APPEARS THEREON. iii ' 4 92 O�► DEFERRED SUBMITTAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING DRAWINGS AND CALCULATIONS 1 (jC TO THE PRIME CONTRACTOR FOR REVIEW AND APPROVAL. THE PRIME CONTRACTOR SHALL REVIEW THE ) OF DOL DOCUMENTS PRIOR TO SUBMITTAL TO THE ARCHITECT- THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE DEFERRED SUBMITTAL DOCUMENTS TO THE ARCHITECT FOR REVIEW AND APPROVAL. THE ARCHITECT SHALL REVIEW THE DOCUMENTS PRIOR TO SUBMITTAL TO No. Date Issue THE REGULATING AUTHORITIES BY PRIME CONTRACTOR. 1 06.27.17 PHASED PERMIT-FOUND. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE DEFERRED SUBMITAL DOCUMENTS TO THE 2 09.28.17 FULL PERMIT SET REGULATING AUTHORITIES FOR REVIEW AND APPROVAL. FABRICATION AND INSTALLATION OF DEFERRED SUBMITTAL ITEMS SHALL NOT COMMENCE UNTIL APPROVAL IS GRANTED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEFFERED SUBMITTAL ITEMS WITH OTHER — 03 TRADES. — - a 0. MI -F0c 0 Project Architect PRC a Project Designer JBIWCIJN 0 J Y d Date 09/28/17 o O Job Number 216058 0 N N _N Drawn By CW/JOIWC °1 Checked By JBNVC Title GENERAL NO1 ES SYMBOLS, LEGENDS, o ABBREVIATIONS, PROJECT MATRIX H I Sheet Number Ur E >a- AO- 1 . 1 o UO OAKSTREET iii s ■ CENTERLINE R.O.W. - _-,__ • CENTERLINE KEPHART comrrunity pinning architecture 2555 WALNUT STREET UNLIMITED UNPROTECTED DENVER,COLORADO 80205 OPENINGS ALLOWED PER www.kephart.com TABLE 705.8 UNLIMITED UNPROTECTED - - - - - -t_ _ - - - - ... - -. - - - - - - - - -- - - - - - - -iii OPENINGS ALLOWED PER - - - - - -- - -- - m TABLE 705.8 v • -Ri ____ 1PriaLki- i -1 1 `'. 7_._ 71_ -",' r- •-1 -P : _if- 1 b_____I- I__ _I 4. ---.1' 1 V.66 1 a ! - CI I�, I '-7-- _ [---- - . i j i : L) ' -:, 709 - I//� ® 1 ■ - 1 JM _ - ___4._ . . i-ig1 UNLIMITED UNPROTECTED ®1 D ! �.. _ _ �- I ,",�•�} 1I 1 I ,I � A IIXIrT1 1-I - ►� rr'-- _ - _r 1 0 4 - I 1' • / OPENINGS ALLOWED PER I �� [I- C I 5t'r: _ ( C ! TABLE 705L.8 o ❑► a l■� .1; • _ ■ C: .r I I .. ►/ - s ►� f = C -�� - 1 = 1 �i� I�<IL- as o.o ,� o �. i. , _ I El pu nn r I I ;� 1■IO�5 ■■ I 1ri- • "r • s • .!I■ / !!l ��� .0' i- _ • w I w &- A- • w • ! • w w • 11•r tim INi ion. !I I IJ1�fI I FSI �� 10'1U^ �R ' I �' : - - Et'- __ LI lir ° � �" r. ,f .1 �,w,L/ _ . . = j_ ,, ,,, ,, -. ,J.'• ���._... � :�t, ��: Ji0 - $; orf ■ EUI �€ ■�; ' ED -- , \ i I �� _ �J. •� 45%UNPROTECT 1 1FH M t ■', .�_I Il- ■ I1 .I I� .I L OPENINGS ` �- �� y �� �J�/ 'LI �, € 1 t { _ . .. ■ 111. ' _ - I - ',I' .. oaiop i+ ��. t: ! Ci .+ t 4la 1'• ►./ / ; � � -.1 I I � .�.�_r : 1 � q � � +1' ' � ■■■■ .. ■ � •I, ❑ ol./ - �-�I � /- ! -/ 1-4 .�r��� " ��L� � ���, ALLOWED PER .�„�I n .:-: 'r /"_ 41._i IN! wax I I i fi,r e:.� ■■■■ 32'6" 'I I' r �G L! V LI 61,°1 TABLE 705.8 41 ir �I■If I 401 -._._ urrrrErrwrr ,.. ■■■■ /1��' �- I.rNUr.H^' r. 2. - 1M la ■i� -.-..y ■ - taur x am _91, '.... • v _ _ 4 •_ 1 UNLIMITED UNLIMITED •" F III �� IP �) •1 ; L _[ mC: �1�E k:: . i> <, UNPROTECTED7imal UNPROTECTED 1r "-` i g_�_I ;; ■ ■� *s •� 1 , ■■■■Lill OPENINGS ALLOWED OPENINGS ALLOWED 1 1 I- �l -L-- �+-- r1_ ip s.-'. ■■■■ PER TABLE 705.8 PER TABLE 705-8 � +wr • 11,_,L11, 1 -� r / I I 1In' 1 ' r�r. _...... I _ 3 It's' J9 111[ 1111[1``■�e I�' L!J 1 L---- _..1-' -- * f -- - .,.. „ _,' I 1 11 FTE ■ I � mr � IIIIIIIIIIII tll IIIILoilimi,rin.1:),,..,,.1:.1.1±141.,..A io� n � -_ I~ It kY 111F r IIIIIIIIIITrT�TT. Illll pp �� v.A 7a .,- ■ ■■■■■ I IIIIIIIIIIff 1-111 t 7^ I Iw I/ iii f� I III • M'DCr):��:,�:,�V I I � 1A - , � �� C• EtIFIL ® r � ®�o it li Illy Fn. 0 - IBCP' 44.6 TITITIT?IT `. !■! ,r1 0 - UNLIMITED UNPROTECTED n - I I • it I■■ � .Ni col ....... OPENINGS ALLOWEDE705.8 PER TABLL.�.� � .a Iw�k !■[_' war �: .'• L� ..... .... Lei iS - 1■' % ■■■` 1 1011121; =: >/ ' el ! I �.. I:::: 11011001=.1 1 T ' ; ': _ vp la [�]! ILL, -.l r ' 1• 0:1:6 �IIt2]! fl..°� ... .. • { ® 41 ' , 1�Y7! I I I (I E I i. _ 0 . , { ',I, ! hi)1..� -_ _'II 1 I�']I 1 Ina I , �Iii C.5 I .. ., {- w 1 H r '0- ,: PISEINFESEI \■ ... MN do■ I I I I Ir# 1 60 3 , i- .., n I L'] ►1 n f fXll E f:_,.J 1 of fo n� r U :::14.4_.- '.:- :' . 2 I I ■ I I UNLIMITED UNPROTECTED SI 0 - ►�/!+ irr ;7 c! `o: �!►.1 € OPENINGS ALLOWED PERCe •T4 € I y TABLE 705.8 .11 ' n I U -- - I � I U1 = w I OM CA C/) UNLIMITED UNPROTECTED w O VI OPENINGS ALLOWED PER UNLIMITED UNPROTECTED a TABLE 705.8 UNLIMITED UNPROTECTED c w OPENINGS ALLOWED PER Li OPENINGS ALLOWED PER - -•-I1114:1C Z p w TABLE 705.8 O TABLE 705.8 0 a c a I I 1- a o 4 I- 4 o c� 0 a's v Ce C...5 Ci) I V I I I I 1::IC bc:::) 0 I 0 0 G 0 BUILDING AREAS AND ALLOWABLE OPENINGS 11 O° 1" = 20'-0" 3RD FLOOR ANALYZED ALLOWABLE PERCENT UNPROTECTED OPENINGS PER OSSC TABLE 705.8:45% AREA OF UNPROTECTED OPENINGS:288 SQ FT. AREA OF BUILDING FACE:760 SQ FT. PERCENT OF UNPROTECTED OPENINGS:37.9% REFER TO SHEET A0-3.1 FOR ALLOWABLE UNPROTECTED OPENINGS PER FIRE SEPARATION DISTANCE -- -_ _ _ _ _ _ _ ` T _ LOFT PARAPET:165'9 7/8" - - _ - - - / i' /2' �/ /1/ / / /11 '€ r ■ .I' - - LOFT ROOF PLATE:162'-11 718" I : /III !. I I PO ■o LEVEL5MEZZ TQ.SHEATHG : 153'-10314• 1 -gym H. =I o M■ ■■1W111/ . 0■_�_ -. II A�c / ,.400,.._74-,---.---..a.- LEVEL 5(T-0.SHEATHING):143' 11 518" �� - - Fr S ., Ili P 40 1 4 , . . III - AO - 1.,iii pr / I. /, mjp 04guipid - .... ---_ ,,r / �� LEVEL 4{T.O.SHEATHING): 133'-3 314" . • ■ s-4ii NEN /1 /, ., 0 . II ■ - ■■■ iiIIJI■ �,` �. �,. li.I pgroll :1 .!. r 7- / 1 ' paws - - LEVEL 3(T-O-SHEATHING):122'-7 718"S .. gY ' " ■rr '` _ - A F O 2 , _ „,..„,:n"'""7"- - - -.-..'f','''''''7,`' ','' T..!... !- t•T -:--' ■ ■ __ ■�■■ % /7/111111 M F ■ : • k 5 i ,!i ' / } Y I I / - LEVEL 2(T.O-SLAB): 112%0" No. Date Issue / /r I 1 06.27.17 PHASED PERMIT-FOUND. .,� q x„►err ` 2 109.28.17 FULL PERMIT SET r - 2' I .N� - - LEVEL 1 iT.O.SLAB): 100'-0"� ro W 22a n Project Architect PRC w m Project Designer JBIWC/JN J .y ALLOWABLE OPENINGS - BLDG B - EAST ELEVATION ce Date 09/28/17 ' F' 1/16" = 1'-0" Job Number 216058 t- r_ N Drawn By CW/JO/WC °' Checked By JB/WC h Title BUILDING AREA & Q ALLOWABLE OPENING `y EXHIBIT Sheet Number IZ AO-3. 1 . © EL TOR RESTRICTED ENTRANCE IS REQ'D I GARAGE USE1/ AFUNCTION: ELEVATOR S3 PER OSSC 1105.1.3,ONE NON-SEPARATED OCCUPANCY-OPEN GARAGE FUNCTION PARKING GARAGE USE/FUNCTION: PARKING-GROUP S-2 HAFT I TO BE ACCESSIBLE. ONE FIRE CONSTRUCTION: FIRE BARRIER PROVIDED. I RATIO 200 SF GROSS/OCCUPANT ALLOWABLE AREA: N/A ,� FLOOR AREA 22,116 SF(UNITS) ACTUAL AREA: 22,112 SF FIRE RATING: 2-HR P LAN LEGEND 117 s< > ■ OCCUPANTS 111 OCCUPANTS REQ'D SEPARATION: NIA OPENING RATING: 90 MIN. NON-SEPARATED OCCUPANCY-PET WASH1T 9 718"-8'-2"=8'-1 114" 12 EXIT(S)REQUIRED _ PER OSSC SECTION 303&508.3 PER OSSC SECTION 707,713,3002 K E P H A R T ,-- ,,--------X 10'-10"X.468=41 SF OPEN AREA I OSSC SECTION 1015 - - PROPERTY LINE USE/FUNCTION: BUSINESS-GROUP B ; NOTE: EMERGENCY POWER NOT REQUIRED. ELEVATOR IS 1-HOUR FIRE PARTITION OR HORIZONTAL community ;Awning FIRE CONSTRUCTION: NR .- NOT REQUIRED TO BE ACCESSIBLE MEANS OF EGRESS y P g FIRE RATING: NR 1T-9 718"X.875 PER 1007.2.1,EXCEPTION 1 SEPARATION ASSEMBLY architecture OPEN PERIMETER-14' 2 7!8" 16'4"x.875 1-HOUR RATED FIRE BARRIER OR HORIZONTAL 2555 WAI.NUTSTREET OPENING RATING: NR j� / OPEN PERIMETER=14'-3 112" SEPARATION ASSEMBLY DENVER,COLORADO 80205 �.` 17'-7" ' 110'-8"X.875-(16"X3) y 17'-7" i • • 2-HOUR RATED FIRE BARRIER OR HORIZONTAL wvsvv.kephan.com PER OSSC SECTION 302-1 AND 508.3N y OPEN PERIMETER 1 OPEN PERIMETER=92'-10" OPEN PERIMETER T SEPARATION ASSEMBLY r.,.. � :. ... . 8 " 8'�" 11 314"X 10' 10"X.468 - �� 25.2 SF OPEN AR },_ I 0 I I 90 `� -�� 110'-9"-16'-8"-94%1' 1 MIN 90-MINUTE RATED OPENING WATER SERVICE ENTRY O \ _- X 10'-10"X.468=477 SF OPEN AREA 8'-1 112"X 2'X.468 _ • O - T - - . M USE 1 FUNCTION: ACCESSORY OCCUPANCY ' �., 7.6 SF OPEN AREA I �- I 4 r " J11L 11I 1 60-MINUTE RATED OPENING FIRE CONSTRUCTION: NR �` I I 1 60 FIRE RATING: NR I \ € �� 3'-2 314"X 10'-10"X.468 1 I� I I I TT MIN OPENING RATING: NR I • 16.3 SF OPEN AREA • i I I is ' C PER OSSC SECTION 302.1 AND 508.2 I • F _ 1 -�-�-j I el 1 45 MINUTE RATED OPENING t �7`A� It :] I I i i 1J A0-3.5 M N T 20-MINUTE RATED OPENING MAXIMUM TRAVEL DISTANCE= 145' �_O=S7A T T ) ® ®I ! 400'ALLOWED PER TABLE 1016.2 ��OE _ r� 1- 1 -' 1 �, ¢ _` __ I ..- 1 11 1 I ( © DENOTES OCCUPANT LOAD AT EGRESS COMPONENT ¢ I ` I 7_ I,r■1■1 -� - .-\■■' =._._.. Vii', , cr LI-1 • z \ I� o ` 7 :I ■rr ,rl'1 rEN I DENOTES TOTAL OCCUPANT LOAD Fe ll +.. a w • *co ,? 14 1 1 1 1 1 •:�:.i" ' • I v�h!■� t I I I I 1 . ; I TRASH TERMINATION ROOM z \90' __ 1S,¢■� 'i ■ r+r+■ I I I I I '�`■I♦ ' F.E. FIRE EXTINGUISHER LOCATIONS w v '-�-r'. i '. 01 mini iiia•■•■ �saumwa■ �■rlrot ■rr ■■ ■1 ■■ a _� • ,� asw>Jism •i• , ■ .rrr I I I I I I I Il I ■.: �■.. USE/FUNCTION: 0 I, `FQ(ji li■'Ti �■ • -• - - -.��'4 MIME 1 11■rr .. I I I I ■ `. FIRE CONSTRUCTION: FIRE BARRIERv ` pS - . -- ••-A rr : - ■ 2-WAY COMMUNICATION SYSTEM • T co �Aq ----__._-._.__.... ■ ■■wel s -� Ila -, :> ■■■■ �' FIRE RATING: 2 HR 90 x` { 10 '1 X ,_ ■■■■wr ■■wwrr '. ■■rlw■ • ■ r■wl•1 ■ ■ ■r1•rrl 111 OPENING RATING: 90 MIN. I MIN H .7.-- • 1 �►t r■r. . . ■■■■ iswllo■rrsrrwwwrr' i_ Di'V -: r■rte - rl■■■■■■1■Iii1=r - . I a! rlrrrw .=.r _ 1 1 1 1 1 Ile- PER OSSC SECTIONS 707&713.13.4 I 1 • ` 26'8"OPEN PERIMETER ' I `ST,q�- i �Zr -� ra■■■ 1 t, I 1 :1 ■■w1,■ r� , T 1 1 1 I rrr fwrw�■i C �Ik �r��liyI�i'I�i_i►v� ...- „i�,'t I I I I I IJ I , 1 X10'-10"=288 SF OPEN AREA 1 Irr11 n ■rrrr ■rT■■ rrw■■. �� A I I I I ��s .. ■rrw rr■■■w■w■■rl■lr■\ 1 �.: ,m PLAN LEGEND 11 FIRE BARRIER W HORIZONTAL EGRESS MECH SHAFT APARTMENTS EAST OF FIRE BARRIER " FUNCTION RESIDENTIAL PROPERTY LINE KEPHART USE 1 FUNCTION: ACCESSIBLE MEANS OF EGRESS USE/FUNCTION: MECH SHAFT RATIO 200 SF GROSS/OCCUPANT FIRE CONSTRUCTION: FIRE BARRIER FIRE CONSTRUCTION: FIRE BARRIER - 1-HOUR FIRE PARTITION OR HORIZONTAL community planning =LOOK AREA 11,663 SF(UNITS) FIRE RATING: 2-HR FIRE RATING: 2-HR SEPARATION ASSEMBLY architectureOCCUPANTS 59 OCCUPANTS 2555 WALNUT STREET OPENING RATING: 90 OPENING RATING: - 1-HOUR RATED FIRE BARRIER OR HORIZONTAL DENVER,COLORADO 80205 2 EXIT(S)REQUIRED SEPARATION ASSEMBLY OSSC SECTION 1015 www.kephRADO PER OSSC SECTIONS 707 PER OSSC SECTIONS 713 •m• m• 2-HOUR RATED FIRE BARRIER OR HORIZONTAL ' NOTE: FLOOR AREA INCLUDES UNIT MEZZANINES SEPARATION ASSEMBLY MORE THAN 130'FROM STANDPIPE IN STAIRS,PROVIDE APARTMENTS WEST OF FIRE BARRIER STANDPIPES ON BOTH SIDES PER OSSC SECTION 905.4 FUNCTION RESIDENTIAL RATIO 200 SF GROSS/OCCUPANT — _ - :-_: ..: . \IIIIi ..- s ._. FLOOR AREA 12,005 SF(UNITS) mm n '' -` i 90 94 MINUTE RATED OPENING :174,HOCCUPANTS 61 OCCUPANTSi •• f I • 2 EXIT(S)REQUIRED ;I — �.:: _ - ! OSSC SECTION 1015 f I I1 I II f[";111 .f`�h I 6d MINUTE RATED OPENING NOTE:FLOOR AREA INCLUDES UNIT MEZZANINES 'E .2 • M N USE FUNCTION. ELEVATOR SHAFT �..,.. € it/ '.� I �,�� • I, FIRE CONSTRUCTION: FIRE:ARR A;:" 45-MINUTE RATED OPENING OPENING RATING. 90 MI . 'F----- -- — PER OSSC SECTION 70 1 002 1 f_ \ ice__ _ f �V�� ;? tL�_,, 1 ! 90 20-MINUTE RATED OPENING 1 _ i' MIN () � MIN 7 � 3 3 1ft...,. ,tl _ . { NOTE:EMERGENCY POWER NOT REQUIRED. ELEVATOR IS I, Q F ♦ , ...� � - :..,......rsZ'�,..�.� i . . �r �. r...: �, €1...----.... ---..a �.. NOT REQUIRED TO BE ACCESSIBLE MEANS OF EGRESS MAXIMUM TRAVEL DISTANCE 152' --_ _ __ MAXIMUM TRAVEL DISTANCE 132' PER 1007.2.1,EXCEPTION 1 Q +_.c., ----._ . -- — - -- - _ , - I --- ------ - — ---- - ---- b 3 DENOTES OCCUPANT LOAD AT EGRESS COMPONENT 1 I r 250'ALLOWED PER TABLE 1016.2 32 30 250'ALLOWED PER TABLE 1 16.2 . .... I • 190‘.. I'' DENOTES TOTAL OCCUPANT LOAD F /_ GSI 3 r \ --.s. MIN o• �c, ,PRS •`, o�� , z :, o F E. FIRE EXTINGUISHER LOCATIONS 7� ; `. QP Vii! iiii * 2-WAY COMMUNICATION SYSTEM --•-----_— --,.-««»w ii:: „, �I i. CSG �Q .. . � �". : '..::� � � �, oma, 6'' MECH SHAFT !�� J��0. C OC�O\ } I } j, �\: USE/FUNCTION: MECH SHAFT Q� QUA f i �, 9 \,'' 4v O \�, �^ �S�P ,� �_ , �G.1!6-1,L 1 GENERAL NOTES FIRE CONSTRUCTION: FIRE BARRIER FIRE RATING: 2-HR q !C l _t-- . . a*= -17------ .:\`')// 'ry---- J C'�� j ::: -j; •.. ... !S'�` P ; .:_ = .v OPENING RATING: - ! I`r P _ € y I ) - 4 06- _.._, p <C, 1. CORRIDOR WALLS IN R-2 OCCUPANCY REQUIRED TO BE 30-MIN. RATED, PER OSSC SECTIONS 713 ` 1 ! `° 1 i - 0 % PROVIDED ASSEMBLY IS 1-HR RATED U.N.O.;ALL OPENINGS IN SUCH FIRE I Il N. o+ I v-o R -- PARTITIONS SHALL BE 20-MINUTE RATED WITH SMOKE AND DRAFT SEAL. CO �mi.. ji. Oil, 1/, i i _ ; _ 90N TRASH CHUTE ACCESS ROOM '` j 9j a* A ' ; 2. FIRE RATING OF BUILDING ELEMENTS PER OSSC TABLE 601 '."".^rw.r v� 3'/��' ;7 H 4'i s: '.� p .ntwiY r�' MIN �.5 .9�� .:... - _..` �O� ..i - ...._. ...._.._ ... ..:. ,,:4 ,. . r... ; j 90 r MIN • USE!FUNCTION: O I O�� =� j TYP 1-A(WR) TYPE V-A(HR) C FIRE CONSTRUCTION: FIRE BARRIER •-- " PRIMARY STRUCT. FRAME 1 USE 1 FUNCTION: ELEVATOR SHAFT MIN 1 Y,L ^ FIRE RATING: 1-HR - IL' .XT. BEARING WALLS: 3 1 FIRE CONSTRUCTION: FIRE BARRIER C� --�r r OPENING RATING: 45 MIN. F-� ![j =XT. NON-BEARING WALLS: VARIES PER FSD. SEE TABLE 602 FIRE RATING: 2-HR .,:_ €t ' ...I €€ I 41-11911"1. _.-.--.. ..:- I_ `5 1 . 1 NT_ BEARING WALLS: 3 1 OPENING RATING: 90 VAIN. ; I � �. PER OSSC SECTIONS 707&713.13.3 ROOF CONSTRUCTION: N/A 1 2 1 PER OSSC SECTION 707,713,3002 • ' ` � I._..i r� • x TORR DDOR WALLS ARY BERS NIA 1 _" ; i 4 it DEMISING WALLS N/A 1 CA/1 NOTE: EMERGENCY POWER NOT REQUIRED. ELEVATOR IS If • ' -y J NOT REQUIRED TO BE ACCESSIBLE MEANS OF EGRESS ' 1 5----"-- i PER 1007.2.1, EXCEPTION 1 // € �,, F L 3 U N O., STAIRS THAT SERVE AS A MEANS OF EGRESS SERVE OCCUPANT �� h,,^i ' ' I LOADS OF LESS THAN 146 OCCUPANTS. REQUIRED MINIMUM WIDTH OF SUCH 2 i s sX �f �j�/� r ri% � �� �/� /� 30 -._� 3 STAIRS IS 44". 1 • ' •' I 4. U.N.O., DOORS THAT SERVE AS A MEANS OF EGRESS SERVE OCCUPANT LOADS € USE/FUNCTION: EXIT STAIRWAY { ���!!! MAXIMUM COMMON PATH OF - ' i� - -u;, ,t__ OF DESS THAN 160 OCCUPANTS. REQUIRED MINIMUM WIDTH OF SUCH DOORS 15 32 . — FIRE CONSTRUCTION: FIRE BARRIER `' [ --{ EGRESS TRAVEL DISTANCE=76' t ` MIN • 11 FIRE RATING: 2-HR ; 5. THE PROVISIONS IN THESE NOTES AND ON THIS SHEET ARE MINIMUM 125'ALLOWED PER 2014 OSSC � '� \ `-----r---- REQUIREMENTS TABLE 1014.3 � = )- Y_. OPENING RATING: 90 MIN- ` - Ce PER RATING AS SECTION PER EXTENTS OF REQUIRED 2-HR L. L " I , I j /( f F • ' 6. ACCESSIBLE MEANS OF EGRESS-TYPE V. HORIZONTAL EXITS ARE PROVIDED • SHOWN 1022.7 — ,— fl ON EACH FLOOR 2-5 AND THE BUILDING IS EQUIPPED WITH AN AUTOMATIC --- . : rJ:,. .. ALTERNATING TREAD 1 ,� SPRINKLERSYSTEMIN ACORDANCE WITH SECTION 903.31.1.1.THEREFORE < 0 ROOF ACCESS PROVIDED WITH AN DEVICE AND ROOF HATCH PER 1009.16 !G ELEVATORS ARE NOT REQUIRED PER 1007.4 EXCEPTION 2 �� v 4 ; i ,, „/G, !e. • n1�i� ray. ..y,r — 4 _ »I . _3"�I I _ I' H USE/FUNCTION: EXIT STAIRWAY La, l __ l CL CA 1 n, j �, TRAVEL DISTANCES 0 FIRE CONSTRUCTION: FIRE BARRIER �t x,: _ FIRE RATING: 2-HR .!i / - SECTION 1016.1 -EXIT ACCESS TRAVEL DISTANCE OPENING RATING: 90 MIN. it -- (7... - I # i� .I s { ) < Z II Imo, S-2 OCC (FULLY SPRINKLERED) <1=400 R!A OCC (FULLY SPRINKLER -250' PER OSSC SECTION 707. EXTENTS OF REQUIRED 2-HR _ ...., ,.; i ' : RATING AS SHOWN PER 1022.7 �� T .-'- SECTION 1014.3-COMMON PATH OF EGRESS TRAVEL IL_ : _ . — , . : -,-- 1-:_.. I .-- - --- Ii DISTANCE n O R-2 OCC (FULLY SPRINKLERED)<1= 125' �- i S-2 OCC[E.1](FULLY SPRINKLERED)<1= 100' en Can A OCC (FULLY SPRINKLERED)<1=75' Ce C•••5 C 1 C-) 0 0 I 0 EXITING PLAN - BLDG A - FIFTH FLOOR0CD 1116" = 1'-0"0 G1 00 -V,Did i R e . C ; PBa .�c�7W ,-31 c• 4� . • CO IWE 69 . �0 OF Ogg SEP 282017 No. Date Issue 1 06.27.17 PHASED PERMIT-FOUND. 2 09.28.17 FULL PERMIT SET t C rW io ti. c. i= 031 Project Architect PRC : N m Project Designer JBIWC/JN m Date 09/28/17 6 N ✓ 0 Job Number 216058 5 N CJ Drawn By CWIJOIWC --0,- Checked By JB/WC Title O EXITING PLANS - BLDG A C\I I- 2 Sheet Number Ur IY a AO-3.4 0 00 PLAN LEGEND /,� GAME ROOM ROOF DECKH in FUNCTION ASSEMBLY GROUP A-3 „ S FUNCTION ASSEMBLY GROUP A-3 RATIO 15 SF NET/OCCUPANT RATIO 15 SF NET/OCCUPANT I PROPERTY LINE FLOOR AREA 6B7 SF FLOOR AREA 1,300 SF I K E P H A R T OCCUPANTS 87 OCCUPANTS I 1-HOUR FIRE PARTITION OR HORIZONTAL OCCUPANTS 46 OCCUPANTS SEPARATION ASSEMBLY 2 EXITS)REQUIRED ' 1-HOUR RATED FIRE BARRIER OR HORIZONTAL community planning - 2 EXIT{S)REQUIRED OSSC SECTION 1015 SEPARATION ASSEMBLY 255 WALNUT architecture STREET OSSC SECTION 1015 • • 2-HOUR RATED FIRE BARRIER OR HORIZONTAL DENVER,COLORADO 80205 // \ www.kephart.com / \\ SEPARATION ASSEMBLY Ley®_..__... .,,, 1 ACCESSORY FITNESS ACCESSORY-ROOF DECK dAL . / T ' K� USE!FUNCTION: ACCESSORY OCCUPANCY USE 1 FUNCTION: ACCESSORY OCCUPANCY + O�� FIRE CONSTRUCTION: NA FIRE CONSTRUCTION: NA 9D T • P� I! FIRE RATING: NR MIN 90 MINUTE RATED OPENING cam / FIRE RATING: NR OPENING RATING. NR I O� OPENING RATING: NR 41, d�/ PER OSSC SECTION 508.2 60 60-MINUTE RATED OPENING / MINTOTAL FLOOR S.F.=3 82.30 SF .1 = 68 MAXIMUM I PER OSSC SECTION 508.2 6, / 1• €€ fl# 4+ + + TOTAL FLOOR S.F.=32,682.30 SF =3,268 MAXIMUM + + + +\+ + + + }�f+ ++�, ,{p - + + + r + + + + + 45 MINUTE RATED OPENING � �� ._._. ......�.+ + # + + + 1..._.. ACCESSORY OCCUPANCY SF. TOTAL SECOND FLOOR t I ACCESSORY OCCUPANCY SF. TOTAL SECOND FLOORIII 1 +++++++'++,++ ACCESSORY OCCUPANCY S.F.=2,997 S.F. /69; _ I - .,_�.; OR'. ACCESSORY OCCUPANCY S.F.=2,997 S.F. €:--- �, + + + + # I" +++1 QCT + f.++ + + + + + �.�.��.�.... .... M20 IN I 20 MINUTE RATED OPENING ,%\' sS• ++* + ++}+i :-3----,,,,,,,;?„ + + + ti , + . .RFS/+, ( DENOTES OCCUPANT LOAD AT EGRESS COMPONENT a„ i 0 3 :i +4 C�O\r5/ ) X0000000`4�pSF �q �' ��00°0000 \ ° ' DENOTES TOTAL OCCUPANT LOAD • �:n�..n�n�n� r �� 7. OGG C St- li, ! G. A ; Sp I'd,P I �, ii,v_ L F.E. FIRE EXTINGUISHER LOCATIONS : 4 4 P ' �� * 2-WAY COMMUNICATION SYSTEM mil\4K1 1LI LI Li . . +at . 46 1 MN 111-,, , ti! \ Nµw. 3333, , , l 55'- „. 3 : , i ©., �°AcrUAL sEPARATIQN Dr3TANCE +++�7++���+++'+ ©' 1- CORRIDOR WALLS IN R-2 OCCUPANCY REQUIRED TO BE 30-MIN. RATED, (» + + + - __ PROVIDED ASSEMBLY IS 1-HR RATED U.N.O.;ALL OPENINGS IN SUCH FIRE 11 + +++ 3,117:1.1++ + , , ; . —� , I, I PARTITIONS SHALL BE 20-MINUTE RATED WITH SMOKE AND DRAFT SEAL._ 6 ____..� .. ._...?, 2 FIRE RATING OF BUILDING ELEMENTS PER OSSC TABLE 601 - - .7,7 7. 1 : C/III) P4 TYPE I-A(HR) TYPE V-A(HR) a _ PRIMARY STRUCT. FRAME 3 1 h0 — EXT.BEARING WALLS: 3 1 EXT. NON-BEARING WALLS: VARIES PER ESD.SEE TABLE 602 ^ INT. BEARING WALLS: 3 1 ROOF CONSTRUCTION: NIA 1 SECONDARY MEMBERS 2 1 CORRIDOR WALLS N/A 1 DEMISING WALLS N/A 1 LIMI CA 3. U.N.O., STAIRS THAT SERVE AS A MEANS OF EGRESS SERVE OCCUPANT LOADS OF LESS THAN 146 OCCUPANTS. REQUIRED MINIMUM WIDTH OF SUCH Ci./ STAIRS IS 44". Z E'n' 2 EXITING PLAN - BLDG A - GAME ROOM EXITING PLAN - BLDG A - ROOF DECK0 4 U N Q, DOORS THAT SERVE AS A MEANS OF EGRESS SERVE OCCUPANT LOADS OF LESS THAN 160 OCCUPANTS. REQUIRED MINIMUM WIDTH OF SUCH DOORS IS 32". 118" = 1'-0" ^ 0118" = 1'-O" 5. THE PROVISIONS IN THESE NOTES AND ON THIS SHEET ARE MINIMUM r __, REQUIREMENTS. IX �1 If 6. ACCESSIBLE MEANS OF EGRESS-TYPE V:HORIZONTAL EXITS ARE PROVIDED ON EACH FLOOR(2-5)AND THE BUILDING IS EQUIPPED WITH AN AUTOMATIC O SPRINKLER SYSTEM IN ACORDANCE WITH SECTION 903.3.1.1.THEREFORE ELEVATORS ARE NOT REQUIRED PER 1007.4 EXCEPTION 2 U TRAVEL DISTANCES OM r�SECTION 1016.1 -EXIT ACCESS TRAVEL DISTANCEV) (A R/A OCC (FULLY SPRINKLERED)<1=250' O l\ /{ S-2 OCC (FULLY SPRINKLERED)</=400' V_i < Z SECTION 1014.3-COMMON PATH OF EGRESS TRAVEL DISTANCE O R-2 OCC (FULLY SPRINKLERED)<1= 125' S-2 OCC[E.1](FULLY SPRINKLERED)<1= 100' n_, A OCC (FULLY SPRINKLERED)<1=75' 0 ^r V 1 5 LOBBY/MAIL Ce V CI) FITNESS FUNCTION ASSEMBLY GROUP A-3 Q RATIO 15 SF NET/OCCUPANT FUNCTION EXCERCISE ROOMII< NON-SEPARATED OCCUPANCY-LOBBY FLOOR AREA 647 SF RATIO 50 SF GROSS/OCCUPANT OCCUPANTS 44 OCCUPANTS O FLOOR AREA 1349 SF j USE 1 FUNCTION: ASSEMBLY-GROUP A-3 1 EXIT(S)REQUIRED I MEDIA ROOM FIRE CONSTRUCTION: NR I FUNCTION ASSEMBLY GROUP A-3 OCCUPANTS 27 OCCUPANTS OSSC SECTION 1015 (11119 1 EXIT(S)REQUIRED FIRE RATING: NR I RATIO 15 SF NET/OCCUPANT OSSC SECTION 1015 I OPENING RATING: NR FLOOR AREA 389SF O 26 OCCUPANTS O OCCUPANTSI PER OSSC SECTION 302.1 AND 508.3I 1 EXIT(S)REQUIREDCO I C I* I OSSC SECTION 1015 + 1 " * .......................,.6......., . - . , I CLUBHOUSE ` +a 0 `f I FUND RATIOON ASSEMLY 15 SF NE OCCOUP A-3 UPANT --- TELECOM �, ACCESSORY-FITNESSk illr i \ FLOOR AREA 1,147 SF ii l I €i',. I` USE/FUNCTION: ACCESSORY OCCUPANCY 4 O I 02CCUANTS 17 EXI T S)REQUIRED OCCUPANTS FIRE CONSTRUCTION: NA .g �/I I I OSSC SECTION 1015 • FIRE RATING: NR 41p L E-(---,--- _, £Di I i • OPENING RATING: NR �: o, • :: - - mmm. .. \ BUILT IN BANQU TTE �Y , ,. \` ® PER OSSC SECTION 508.2 • �' NON-SEPARATED OCCUPANCY-CLUBHOUSE i TOTAL FLOOR S.F.=32,682.30 SF+.1 =3,268 MAXIMUM ,, �I �'�, USE 1 FUNCTION: ASSEMBLY-GROUP A-3 ACCESSORY OCCUPANCY SF. TOTAL SECOND FLOOR — a as FIRE CONSTRUCTION: NR '`, ACCESSORY OCCUPANCY S.F.=2,997 S.F. Q i �pG " FIRE RATING: NR 1 111 n1 i �'SFa � I l OPENING RATING: NR 1 5' -- 1- PER OSSC SECTION 302.1 AND508.3 . ... . .. ..M.. ,_, [ 4 ,.i_._...a, ri.F11:', i• e e �� / \if. IIEI r _ -V Q 11 r ,,, ;,,,,,, . . _ — -,:,,,-)) : 1 4bPo , /- .-7 ,!, : , c Di IES F® 4144 ,—wrer • • _ 26 [ ` - PER OSSC 1105.1, 60%OF PUBLIC I-. d 1 0 0 / ENTRANCES ARE REQ'D TO BE _ P o I;. ACCESSIBLE. 100% PROVIDED. o � I OL•LJJJo1�A Sep AL SEPARATION DISTANCE �r g 9O� —. 48 2 ACTUAL C I: R ,.._...„.,..., ,,, ,,„„,,„:„.„, ,,,, , . ® -1 D I: 4,..,„, , f ,, 1 ' 1 . . . ....,. ,. . ,. . 3i . In .,: . , ,,, , 90 , -, „4 .I: MIN �J I I_,,,,. .. . ._ __ __. ...4 . ... ... ... .. . ,,_,-,_ ...L /// �,r . ii I 'B�'VI I f: 1-3 r 1 . .. 1 L.... 114' s I • iE • _ k / • ,71- .. I • : I I /( I __ 1 e _ rr � _ E .1,1 ' - i 0 , ..., 0 9 �/ ---1 l I ;� E I _1 No. Date Issue 1 06.27.17 PHASED PERMIT-FOUND- _ 2 09.28.17 FULL PERMIT SET .e 2 m L C C y4 .2 E ise Project Architect PRC N N eEXITING PLAN - BLDG A - FITNESS • (-4--) CLUBHOUSE Project Designer JBIWC/JN 118" = 1'-0" 118" _ 1'-o" re Date 09/28/17 6 a N O Job Number CN 216058 N N_ Drawn By CW/JO/WC °' Checked By JB/WC N- Title ‘- EXITING EXITING PLANS - BLDG A R ENLARGED 1- i Sheet Number Ur IX a. AO-3.5 0o PER OSSC 1105.1,60%OF PUBLIC ENTRANCES ARE REQ'D TO BE ACCESSIBLE. 100%PROVIDED. I GARAGE ip-77-= F 5:1- r, sz ; 1" y>c ve i 7, r �, 3f ' Ok9i/fs r 7 ✓ / ur ..:1-...?4:7„.11-1.q.,....44:":4-,," ct . eve fi € , / I rs- .yt, 44,' s x $ .'R d <r,e-e 't3FUNCTION PARKING GARAGE za r st ,.. il ,: I PLAN LEGEND ■- RATIO 200 SF GROSSlOCCUPANT USE/FUNCTION: PARKING-GROUP S-2 USE/FUNCTION: EXIT STAIRWAY �� NON-SEPARATED OCCUPANCY-LEASING FLOOR AREA 17,672 SF FIRE CONSTRUCTION: NR FIRE CONSTRUCTION: FIRE BARRIER OCCUPANTS 89 OCCUPANTS FIRE RATING: NR FIRE RATING: 2-HR . i i ✓ 4 i 'y- �,,„p USE/FUNCTION: BUSINESS-GROUP B 1 . . aa� 3� _ 6 /tii :: :.a06.,:: :; -0 PROPERTY LINE 2 EXIT(S)REQUIRED OPENING RATING: NR OPENING RATING: 90 MIN. KEPHARTFIRE CONSTRUCTION: NR OSSC SECTION 1015 USE 1 FUNCTION: STORAGE GROUP S-1 1-HOUR FIRE PARTITION OR HORIZONTAL FIRE RATING: NR I PER OSSC SECTION 302.1 &508.3 PER OSSC SECTION 707. EXTENTS OF REQUIRED 2-HR RATING AS SHOWN PER 1022.7 8'-6 518"X 10'-10"X.468 FIRE CONSTRUCTION: NIA SEPARATION ASSEMBLY community planning OPENING RATING: NR 9'-10"X 10'-10"X.468 - 44 SF OPEN AREA FIRE RATING: N/A 1-HOUR RATED FIRE BARRIER OR HORIZONTAL architecture PER OSSC SECTION 303&508.3 49 SF OPEN AREA OPENING RATING: N/A SEPARATION ASSEMBLY 2555 WALNUT STREET DENVER,COLORADO 80205 F 2-HOUR RATED FIRE BARRIER OR HORIZONTAL www.kephart.com SEPARATION ASSEMBLY 16'-8"X.875 PER OSSC SECTION 302.1 &508.3 P LEASING 9'-10"X.875 14'-7"OPEN PERIMETER 90 OPEN PERIMETER=8'-7 1/4" MIN 8'-6 5/8"X.875 FUNCTION BOSSINESS-GROUP B 25'-10"OPEN PERIMETER 25'-10"X.875 25'-10"X.875 25'-10"X.875 25'-10"OPEN PERIMETER OPENPPERIMETER=7'-8" I RATIO 15 SF NET/OCCUPANT +i }} { FLOOR AREA 951 SF / "`'. X 1'-0"=25 SF OPEN AREA 11OPENPERIMETER=22'7 1/4"1 :OPEN PERIMETER=2?'7 1/4"t OPEN PERIMETER=22'7 1/4 I I OPEN PERIMETER=22'7 114"t ! ',.,...._�... ".s i. =mss:=-va•s 3-__a__> l f".y.� -+::T 7..,y ..:..:. .4r+l..,r..' T OCCUPANTS 10 OCCUPANTS , ; ' `p=n fi I 90-MINUTE RATED OPENING 1 EXIT(S)REQUIRED f: .. =v MIN \ 4"X10'-10"X.468 7 � 22'- 11 � _ � s OSSC SECTION 10154"X 10'-10"X.468 22'-7 1/4"X 10'-10" 468 22'-7 114"X 10'-10"X.468 22'7 11 k r r r'y 60 I 60 MINUTE RATED OPENING ir--. .-6,.: 4 114 F OPEN AREA 114 SF OPEN AR �. 114 SF OPEN AREA 114 SF OPEN AREA '-1!:,:: ; : MIN PER OSSC 1105.1.3,ONE RESTRICTED I w t "-s ENTRANCE IS REQ'D TO BE ACCESSIBLE. 10 \'- I ;` r 0 ONE PROVIDED. -. `, T- 19) t 45 MINUTE RATED OPENING ELEVATOR c!i. f .:/&, w 20 20 MINUTE RATED OPENING USE!FUNCTION: ELEVATOR SHAFTr IT1 MIN MIN FIRE RATING: 2-HR FIRE CONSTRUCTION: FIRE BARRIER - - { OPENING RATING: 90 MIN. --.-"- � ,g'(PNCC � El :::::::::::;::: S0MPONENT IP NOTE: EMERGENCY POWER NOT REQUIRED. ELEVATOR IS MIN 8 1 ACTU��Src oc' NOT REQUIRED TO BE ACCESSIBLE MEANS OF EGRESS 11 PER 107.2.1, EXCEPTION 1 z , i 15 i------- - (] F.E. FIRE EXTINGUISHER LOCATIONS • % F USE!FUNCTION: �� 2-WAY COMMUNICATION SYSTEM FIRE CONSTRUCTION: FIRE BARRIER --- FIRE RATING: 2-HR �Gc OPENING RATING: 90 '0\-\ - " PER OSSC SECTIONS 707&713.13.4 47 _--____-_ �QpS� 25,-10 OPEN PERIMETER i I 25'-10"OPEN PERIMETER _.ii, t } GENERAL NOTES :issss�� �a�\��0� X 10-10 =279 SF OPEN AREA X 10'-10"=279 SF OPEN AREA 1 STAIR 3 I Ir 1. CORRIDOR WALLS IN R-2 OCCUPANCY REQUIRED TO BE 30-MIN. RATED, I ` J . gb1A PROVIDED ASSEMBLY IS 1-HR RATED U.N.O-;ALL OPENINGS IN SUCH FIRE USE/FUNCTION: EXIT STAIRWAY 1 90 ,`3' PARTITIONS SHALL BE 20-MINUTE RATED WITH SMOKE AND DRAFT SEAL. FIRE CONSTRUCTION: FIRE BARRIER 0- MIN0 in FIRE RATING: 2-HR ' r 1.p6uK; %%� rA` ; k` 2. FIRE RATING OF BUILDING ELEMENTS PER OSSC TABLE 601 OPENING RATING: 90 MIN. O I USE I FUNCTION: ACCESSORY OCCUPANCYIMIMI PER OSSC SECTION 707. EXTENTS OF REQUIRED 2-HR - --- . . 1 -sii#iIrf .w PRIMARY FIRE CONSTRUCTION: NRTYPE I-A(HR) TYPE V-A(HR) STRUCT. FRAME 3 1 n RATING AS SHOWN PER 1022.7 11 FIRE RATING: NR EXT. BEARING WALLS: 3 1 OPENING RATING: NR EXT. NON-BEARING WALLS: VARIES PER FSD. SEE TABLE 602 1 • INT. BEARING WALLS: 3 1 _. limaiwiwasawnowommom. PER OSSC SECTION 302.1 AND 508.2 ROOF CONSTRUCTION: N/A 1 SECONDARY MEMBERS 2 1 CORRIDOR WALLS N/A 1 CA/1 ' OL/J iii DEMISING WALLS N/A 1ILI y L ..'rp --- 4-.-4,• f,,,�„ ,�,/fir.,.: U o C. USE/FUNCTION: ACCESSORY OCCUPANCY Q f 3. U.N.O., STAIRS THAT SERVE AS A MEANS OF EGRESS SERVE OCCUPANT 2 �� FIRE CONSTRUCTION: NR m ----<- MAXIMUM COMMON PATH OF LOADS OF LESS THAN 146 OCCUPANTS. REQUIRED MINIMUM WIDTH OF SUCH ~� FIRE RATING: NR ' f� EGRESS TRAVEL DISTANCE=81'6" STAIRS IS 44". Z H -.r Ct IDD'ALLOWED PER 2014 OSSC TABLE OPENING RATING: NR j _ 4 1014.3 4. U.N.O., DOORS THAT SERVE AS MEANS OF EGRESS SERVE OCCUPANT LOADS tom, a -4- OF LESS THAN 160 OCCUPANTS. REQUIRED MINIMUM WIDTH OF SUCH DOORS IS 32". PER OSSC SECTION 302,1 AND 508.2 ,.�.. .:_.x--:�;:. � , -4z, Q 2 w I---� 5. THE PROVISIONS IN THESE NOTES AND ON THIS SHEET ARE MINIMUM w Z REQUIREMENTS. Ce 7-12 a w 6. ACCESSIBLE MEANS OF EGRESS-TYPE V: HORIZONTAL EXITS ARE PROVIDED O 3 u} ON EACH FLOOR(2-5)AND THE BUILDING IS EQUIPPED WITH AN AUTOMATIC �+ nr "t,C•""fir!A 1f.ial-t t 1.4,11 ' Zr l ,:ir. _ , w SPRINKLER SYSTEM IN ACORDANCE WITH SECTION 903,3.1.1.THEREFORE V ' a `' ELEVATORS ARE NOT REQUIRED PER 1007.4 EXCEPTION 2 USE/FUNCTION: ACCESSORY OCCUPANCY p ii FIRE CONSTRUCTION: NR b b FIRE RATING: NR / ' :a o OPENING RATING: NR 0 N TRAVEL DISTANCESMv J V .I � X O PER OSSC SECTION 302.1 AND 508.2 - • RSE ATOCC ION 101(FULLY SPRIIT CNKLERED)CESS <1=TRAVEL 50DISTANCE _ - - - - -T-7-..,-----1 S-2 OCC (FULLY SPRINKLERED)<1=400' Z SECTION 1014.3-COMMON PATH OF EGRESS TRAVEL O DISTANCE R-2 OCC (FULLY SPRINKLERED)<1= 125' S-2 OCC[E.1](FULLY SPRINKLERED)<1= 100' 113 (I A OCC (FULLY SPRINKLERED)</=75' 0 EXITING PLAN - BLDG B - FIRST FLOORCe C.. C) 1/16" = 1'-0" O 0 C. BUILDING B OPEN PARKING GARAGE PER SECTION 406.5 0 i 0 0 OPEN PARKING REQUIRED PROVIDED GARAGE TOTAL PERIMETER PERIMETER r�� OPENING OPENING w PERIMETER 867'-10" 316'-9" 348'-10 318" LINEAR FEET I APARTMENTS WEST OF FIRE BARRIER I FIRE BARRIER W HORIZONTAL EGRESS APARTMENTS EAST OF FIRE BARRIER STAIR 4 PERIMETER 9,402 SF 1,880 SF 2,687 SF I FUNCTION RESIDENTIAL FUNCTION RESIDENTIAL I RATIO 200 SF GROSS/OCCUPANT USE/FUNCTION: ACCESSIBLE MEANS OF EGRESS RATIO 200 SF GROSS/OCCUPANT USE/FUNCTION: EXIT STAIRWAY FLOOR AREA 11,990 SF(UNITS) FIRE CONSTRUCTION: FIRE BARRIER FLOOR AREA 6,516 SF(UNITS) FIRE CONSTRUCTION: FIRE BARRIER FIRE RATING: 2-HR FIRE RATING: 2-HR OCCUPANTS 60 OCCUPANTS OCCUPANTS 33 OCCUPANTS 2 EXIT(S)REQUIRED I OPENING RATING: 90 2 EXIT(S)REQUIRED OPENING RATING: 90 MIN, I OSSC SECTION 1015 I PER OSSC SECTIONS 707 I OSSC SECTION 1015 PER OSSC SECTION 707. EXTENTS OF REQUIRED 2-HR RATING AS SHOWN PER 1022.7 DISTANCE FROM HORIZONTAL EXTI TO STANDPIPE IN STAIR 4 IS 107'. PER EXCEPTION IN 905.4,STANDPIPES � ��- � � � : ARE NOT REQUIRED AT HORIZONAL EXIT. USE 1 FUNCTION: MECH SHAFT FIRE CONSTRUCTION: FIRE BARRIER FIRE RATING: 2-HRlit I I 1.1 OPENING RATING: - - - ].._... i m r---� ., I 1 . ` ` .ob i. , I s. .i I _. .H I i ' PER OSSC SECTIONS 713 If - _ i f 0 1 k] 1 i :', \ IL y � I I \--. ' I II' _a._--q-fir iL :� .,�. _ ----.^ti ^-" • 1. o If T-:=11 /i y,,, , yi t, ,,,.. r I 3- j: CSU F'AAti� D1SA�yG i i- \ 1 1 -:1-,-,11.:1-P. u J 1 1 USE 1FUNCTION: ELEVATOR SHAFT r - MIN -,a FIRE CONSTRUCTION: FIRE BARRIER • L1-:„..,:,:4 __ f_ t I _ j I�. : - 1 -- 17 --- ' .,Yr.,: � .i \, r� Lr r - --� �--� >t...wee-�a�..:-�:.,wic''�- r-�ww� __>-,7.- FIRE RATING: 2-HR �..- ' OPENING RATING: 90 MIN. �' 60 MAXIMUM TRAVEL DISTANCE=79'x" 1'11 GoN11117(5-----47 �' 250'ALLOWS PER TABLE 1016.2 4 PER OSSC SECTION 707,713,3002 ''''- 90 --"i _4„� ;. o - - - - G G :::,':ter-= „� J 30 - o� - _ _ MIN I� • I . . m..asw• - ...::- ,... :- ' NOTE:EMERGENCY POWER NOT REQUIRED. ELEVATOR IS II I. •. + i F� r ii. ,:, II,; - 6 45 ' YAC 1' ‘ -' I''''-'1-= , I; - r s MIN 6 1 PEOR 1007.2.1,REQUIRED REXCOEPTION BE ACCESSIBLE MEANS OF EGRESS };.... �. -., ` _._- ,. `_ <C• I } .! 1. v\ �� _:� r; . ' ,`FSG' k E�? I �� h I _ �p 'I... -;- ( U ILL. µ 1 NTI I - ll �5 '' l 'L '. . -- ... ./ I a'� ;Q Y O(C. `t - JPS She T • :I .� Z.CONf2J` _�C� ;-s. ,x y'; � r N'` '.'. ;``� ' sfY%7 1 ._� -- ,. '�'n 6. 9 rA,0 ! 1 �E- ,..-f-' . �(3 +�'� �. V ri ? j'r ..vr"o'o'/% `,//���!� -:.. t. !rr_J[ --- ----- -.. 1 (USE1FUNCTION: EXITSTAIRWAY La �. ..m.,n..�. - . : :, . [V� FIRE CONSTRUCTION: FIRE BARRIER r� �' "` / -, SEP 2 8 2017 ,ua \ 45 FIRE RATING: 2-HR i-k `'` MIN OPENING RATING: 90 MIN. i i 1 2(7 �9 - PER OSSC SECTION 707. EXTENTS OF REQUIRED 2-HR _: h „_:.� :::...,. MAXIMUM COMMON PATH OF NO Date Issue (� EGRESS TRAVEL DISTANCE=46'-6" 1 06.27.17 PHASED PERMIT-FOUND. RATING A5 SHOWN PER 1622.7 q 1 21"° t . ,. y ., q,, Y r��� 125'ALLOWED PER 2014 OSSC 2 09.28.17 FULL PERMIT SET :. d„ Y. ` �` ` %i/ .'h :.,' TABLE 1014.3 USE 1 FUNCTION: - - _.... a FIRE CONSTRUCTION: FIRE BARRIER �- /' _"TY"" �,� FIRE RATING: 1-HR L TT i 1 OPENING RATING: 45 MIN. T -- 1 I a I.. 90 PER OSSC SECTIONS 707&713.13.3 co LHH Project Architect PRC iL. d L.!.-i, _: ---- I. - •�-. �_ - r-y[' Project Designer EE r Date 09/28/17 MAXIMUM COMMON PATH OF .4 I \ EGRESS TRAVEL DISTANCE=74'-6" -r-' x. I 1 V TABLE 1014.3 D PER 2014 OSSC - /� ,_ I Job Number 216058 N i mb..� .... N s 1 ' ;l �, ` Drawn By CWIJO/WC Checked By JBIWC . 4 Title t-- • r` I .. .., .� ,�, EXITING PLANS - BLDG B N F- Sheet Number fY a EXITING PLAN - BLDG B - SECOND FLOOR AO-3.0 o UO 1/16" = 1'-0" APARTMENTS WEST OF FIRE BARRIER S 0C ,y, .� ;»*,�r , �„ �j, FIRE BARRIER W HORIZONTAL EGRESS , APARTMENTS EAST OF FIRE BARRIER /� � ; 'y%��� �f PLAN LEGEND ■� FUNCTION RESIDENTIAL , � R4 r ;, /:11:44Z �� i RATIO 200 SF GROSS/OCCUPANT USE/FUNCTION: ACCESSIBLE MEANS OF EGRESS FUNCTION RESIDENTIAL RATIO 200 SF GROSS/OCCUPANT USE/FUNCTION: EXIT STAIRWAY IIJ is r FLOOR AREA 13,990 SF(UNITS) FIRE CONSTRUCTION: FIRE BARRIER FLOOR AREA 6,516 SF(UNITS) FIRE CONSTRUCTION: FIRE BARRIER (OCCUPANTS 60 OCCUPANTS FIRE RATING: 2-HR - - OPENING RATING: 90 OCCUPANTS 33 OCCUPANTS FIRE RATING: 2-HR PROPERTY LINE K E P H A R T I 2 EXIT(S)REQUIRED 2 EXIT(S)REQUIRED OPENING RATING: 90 MIN. - 1-HOUR FIRE PARTITION OR HORIZONTAL I OSSC SECTION 1015 PER OSSC SECTIONS 707 OSSC SECTION 1015 PER OSSC SECTION 707 EXTENTS OF REQUIRED 2-HR SEPARATION ASSEMBLY comrlvunity pinning RATING AS SHOWN PER 1022.7 1-HOUR RATED FIRE BARRIER OR HORIZONTAL architecture DISTANCE FROM HORIZONTAL EXTI TO STANDPIPE IN SEPARATION ASSEMBLY 2555 WALNUT STREET STAIR 4 IS 107'. PER EXCEPTION IN 905.4,STANDPIPES • • 2-HOUR RATED FIRE BARRIER OR HORIZONTAL DENVER.COLORADO 80205 IU cH,Sk AFT ARE NOT REQUIRED AT HORIZONAL EXIT. SEPARATION ASSEMBLY wtiv�c.kephan.com USE 1 FUNCTION: MECH SHAFT .-_- - w...-.,.,, ri-' ... mss...,"- I FIRE CONSTRUCTION: FIRE BARRIER FIRE RATING: 2-HR IF" i ....-- - --� s. 1 I I �.:...... --! __.-, r_, I r J 90 90-MINUTE RATED OPENING OPENING RATING: Itr e MIN PER OSSC SECTIONS 713 \ 1 I 1 I I I I N i 1 i I I I r 60 60-MINUTE RATED OPENING iI, I I 1 1 ; -.....__.._._._- I I .___.. -. f MIN 1 1 L i I I- 9 -- i v \-....-->"''' I 1I. r 1 1 I r"EpFtAY1O��' ��s��1 I 45-MINUTE RATED OPENING ELEVATOR /. 11 , %s/�/�s, ».r 1IP L USE 1 FUNCTION: ELEVATOR SHAFT - \'•-•----..„..„1 „.:41.. I II I .-.- I 'i t f - - - - .. - I I MW _j, 20 20-MINUTE RATED OPENING FIRE CONSTRUCTION: FIRE BARRIER I I 1 \ 1 - ;_:yl 1 r 1 - '� /F k MIN FIRE RATING: 2-HR I f •L -.- - ow ear oil r. - L * �- ,� _ _ 1 L r. _. r. J _ — .. J - OPENING RATING: 90 MIN. r - 60 79'-6" o✓ ` Vim_._.- ._ -25D'ALLOWE PER TABLE 1016.2 ..f.' G�.- .. InPER OSSC SECTION 707, 713,3002 - - _ J `-� 30m oN - -,..-- - - DENOTES OCCUPANT LOAD AT EGRESS COMPONENT 90 I - - - - _ - 40" ,� a �.: \ MIN �����. - - - - - - N NOTE: EMERGENCY POWER NOT REQUIRED. ELEVATOR IS • r �P��U I ... DENOTES TOTAL OCCUPANT LOAD NOT REQUIRED TO BE ACCESSIBLE MEANS OF EGRESS 4 , ' ( SPP Jr 1 oGG PER 1007.2.1,EXCEPTION 1 I' m , - e I &O •--^- r \ l �9�-a I 'A J _ a F.E. FIRE EXTINGUISHER LOCATIONS � € P i G0: ', L 1 3 'r 2-WAY COMMUNICATION SYSTEM II \ 1 �l f r r i J`,�O PG-cO • I L.; ---�j%/% •_�rsz-iii g -:_$.+F.h�� • I d.-1 i (d - 1'� - _...a.._._ ; lir i;- '.- i' !v✓76 Y.SrG r. Y.::.:3. }SY .L S - f l .. "Ow „S i::36 • ' ...I.,•.,,.:.. '' lr r .i- ..rr , '='.,j,l;i• 7;;;057,: z�.: -i•I A• r. —1 - I 17r-,9-- ..,—.�.,....,:1 _. _ .... -- - I _ y,� __ Y,. sY -.... . .,p„mG/.tidi'�3' :riY, 'a,v ,;,.:;ri _ ..... ,•:xrx� �._».,” i n ` 1 [`� ._,�'i USE!FUNCTION: EXIT STAIRWAY 1 �Io ) \•� 1 - - ii..:. >--� _.._ - —r-- - __, }._ GENERAL NOTES FIRE CONSTRUCTION: FIRE BARRIER ¢r FIRE RATING 2-HRIIA I i- 2 t ' 1. CORRIDOR WALLS IN R-2 OCCUPANCY REQUIRED TO BE 3D-MIN. RATED, OPENING RATING: 90 MIN. I rO PROVIDED ASSEMBLY IS 1-HR RATED U.N.O.;ALL OPENINGS IN SUCH FIRE ID < PARTITIONS SHALL BE 20 MINUTE RATED WITH SMOKE AND DRAFT SEAL. PER OSSC SECTION 707. EXTENTS OF REQUIRED 2-HR ------_, - '"♦ � o - -so-r.' - MAXIMUM COMMON PATH OF RATING AS SHOWN PER 1022.7 �_ 1IN EGRESS TRAVEL DISTANCE=46'6" Cr) 125'ALLOWED PER 2014 OSSC 2. FIRE RATING OF BUILDING ELEMENTS PER OSSC TABLE 601 �_ I TRASH CHUTE ACCESS ROOM TABLE 1014,3 ����� O t USE!FUNCTION: TYPE 1-A(HR) TYPE V-A(HR) PRIMARY STRUCT.FRAME 3 1 ,..r Fi r FIRE CONSTRUCTION: FIRE BARRIER EXT. BEARING WALLS: 3 1 n 1 - I,., `41 R FIRE RATING: 1-HR EXT. NON-BEARING WALLS: VARIES PER FSD.SEE TABLE 602 fimm OPENING RATING: 45 MIN. INT. BEARING WALLS: 3 1 � �-.�_._s. �.._�; SECONDARY MEMBERS 2 1 1 I r ROOF CONSTRUCTION: N/A 1 I i 90 PER OSSC SECTIONS 747&713.13.3 !� CORRIDOR WALLS N/A 1 r / /II— ;,,.. - 1yr_ I I MIN LIIII V J -�t • _ 1 I r" DEMISING WALLS N/A 1 (, 1 I 3. U.N.O., STAIRS THAT SERVE AS MEANS OF EGRESS SERVE OCCUPANT - - _ z 2 LOADS OF LESS THAN 146 OCCUPANTS. REQUIRED MINIMUM WIDTH OF SUCH F--1 I—{ - _.„ T.-.=- L 1- STAIRS IS 44". �-I MAXIMUM COMMON PATH OF L- - -+- - J + 4. U.N.O., DOORS THAT SERVE ASA MEANS OF EGRESS SERVE OCCUPANT LOADS EGRESS TRAVEL DISTANCE=74.-6" 1 OF LESS THAN 160 OCCUPANTS. REQUIRED MINIMUM WIDTH OF SUCH DOORS IS 32". 125'ALLOWED PER 2014 OSSC I L.._. TABLE 1014.3 �-__• f 1 n \ J 5. THE PROVISIONS IN THESE NOTES AND ON THIS SHEET ARE MINIMUM P I H f r-----: "-1 REQUIREMENTS. ' Ce 4T r t 6\ 1 • . ACCESSIBLE MEANS OF EGRESS-TYPE V: HORIZONTAL EXITS ARE PROVIDED 1, . ' _!s • ON EACH FLOOR(2-5)AND THE BUILDING IS EQUIPPED WITH AN AUTOMATIC \ SPRINKLER SYSTEM IN ACORDANCE WITH SECTION 903.3.1.1.THEREFORE O r li n __ c___.-4, ' ELEVATORS ARE NOT REQUIRED PER 1007.4 EXCEPTION 2 II < (.....) .:-.;‘• 3 # TRAVEL DISTANCES C. r ?, ! x SECTION 1016.1 -EXIT ACCESS TRAVEL DISTANCE II -- Oo RlAOCC (FULLY SPRINKLERED) </=250' S-2 OCC (FULLY SPRINKLERED) <1=400' < Z SECTION 1014.3 COMMON PATH OF EGRESS TRAVEL O DISTANCE R-2 OCC (FULLY SPRINKLERED)</= 125' , 5-2 OCC[E.11(FULLY SPRINKLERED) </=100' I^I A OCC (FULLY SPRINKLERED) </=75' CI Ci) Ce0C.f) EXITING PLAN - BLDG B - THIRD FLOOR ©© 1/16" = 1'-0" O C CD I O O ` APARTMENTS WEST OF FIRE BARRIER FIRE BARRIER W HORIZONTAL EGRESS 1 APARTMENTS EAST OF FIRE BARRIER STAIR 4 ' n IIIMMI �-./-� I FUNCTION RESIDENTIAL FUNCTION RESIDENTIAL W RATIO 200 SF GROSS/OCCUPANT USE/FUNCTION: ACCESSIBLE MEANS OF EGRESS RATIO 200 SF GROSS/OCCUPANT USE I FUNCTION: EXIT STAIRWAY FLOOR AREA 11,990 SF(UNITS) FIRE CONSTRUCTION: FIRE BARRIER FLOOR AREA 6,516 SF(UNITS) FIRE CONSTRUCTION: FIRE BARRIER (OCCUPANTS 60 OCCUPANTS FIRE RATING: 2-HR FIRE I 2 EXIT(S)REQUIRED OPENING RATING: 90 OCCUPANTS DEXIT{S)REQUIRED OCCUPANTS OPENINGIRATING: 90 MIN. OSSC SECTION 1015 PER OSSC SECTIONS 707 OSSC SECTION 1015 PER OSSC SECTION 707. EXTENTS OF REQUIRED 2-HR RATING AS SHOWN PER 1022.7 DISTANCE FROM HORIZONTAL EXTI TO STANDPIPE IN STAIR 4 IS 107'. PER EXCEPTION IN 905.4,STANDPIPES MECH SHAFT ) ARE NOT REQUIRED AT HORIZONAL EXIT. USE! FUNCTION', MECH SHAFT I FIRE CONSTRUCTION: FIRE BARRIER = :i , a FIRE RATING 2-HR 1 ..: ... ..._.:� - .,."- - N - _ �� - - OPENING RATING: '.. �t . v...., �_--� _.. i-- I :: -� ..._ - ` i<' `'.„, I PER OSSC SECTIONS 713 \ , i. ill" Jj k J r ; 4.,=;.--;..,,----_ _ I I Ilr • / t 1 1 ! �— :I GE I I I I 1 h� I s -L S£p Ap I r ...- _ <_ —� r (,TUR �.... , _ r ELEVATOR -- I 1 I 1 I __.1 90 \ I I < I r '''' y I 1 MIN .".... \ ` J. 4 v USE 1 FUNCTION: ELEVATOR SHAFT � � - FIRE CONSTRUCTION: FIRE BARRIER - I d. - �. _ - ' FIRE RATING: 2-HR .w.�r.r.r.',. r I "' - 60 __ MAXIMUM TRAVEL DISTANCE=79'-6" / �� IE OPENING RATING: 90 MIN. a o 30 �.,::. ,.,,„m BrAZ.LME I PER TABLE 1016.2 -O 6 ���G� - - - - — r. rr rr rr — I — — `� .rir —._— .� __ :._AUL...w�.:., — — mrr f wr. wrs_,woV.At :t _�x} -` 9' w.. — O� .. -: PER OSSC SECTION 747,713,3002 MIN ri —,,.. II. ... ` s . .. s — +� — �\O�/ 1 i l..u......... NOTE. EMERGENCY POWER NOT REQUIRED. ELEVATOR IS /" JN -_� , Y , �r : ! ''A � II PSP M PORT REQUIRED TO EBE XCEPTION 1E5SIBLE MEANS OF EGRESS , G�' Y - /� MIN ;:l -,cl,Osie J 4 I �\ I I ( WIPP'3'A5 L NN � � 1 O ,1 _ ' I : :} • �, 1 has 1 . 1 i to \ ��QP - - c��Pp� `'°'r I:: '�_': • �� j'�I a�' ED t� r 1 w,w .x•-" O ` ` i J�� g �rm S�� * PGS �' L � � �9 F- H STAIR 3 • �I d „ ,,, C”) � \1C' � Ct... - - - ... ... ... . ,..r...__.II ,t. rw r rLID USE 1 FUNCTION: EXIT STAIRWAY ! - _ _ J l _ .. - ,I ii -"" _.. ` y..� .-•=•-•=-=7 •Y..'..•...•oo•.J. i ' 1 CI FIRE CONSTRUCTION: FIRE BARRIER 1 • �;w ��� �- I FIRE RATING: 2-HR 1 HIo : O`k • OPENING RATING: 90 MIN. I ( , rL • i T �. 0 �- gI" MAXIMUM COMMON PATH OF PER OSSC SECTION 707. EXTENTS OF REQUIRED 2-HR r� 133 RATING AS SHOWN PER 1022.7 i 'N r EGRESS TRAVEL DISTANCE=46'8" �+,� I 2� TRASH CHUTE ACCESS ROOM 125'ALLOWED PER 2014 OSSC .I TABLE 1014.3 T ` g I - I USE 1 FUNCTION_ r E' I282011 - JJ _ '- FIRE CONSTRUCTION: FIRE BARRIER I 30 �`� No. Date Issue FIRE RATING: 1-HR OPENING RATING: 45 MIN. 1 06.27.17 PHASED PERMIT-FOUND. I PEROSSCSECTIONS707&713.133 90 2 09.26.17 FULL PERMIT SET i MIN I i y 2I MAXIMUM COMMON PATH OF - - •- - •* EGRESS TRAVEL DISTANCE=74'-6" 125'ALLOWED PER 2014 OSSC `i m! I3 ,- ! ♦ Project Architect co TABLE 1014.3 , r PRC :::: m ' I r-- j Project De ger JBIWCIJN I � ... Designer Date ! I L: - --1,i :.� r, .......:...w....; \ y7 t 09/28/17 _ ii 1= � II , I Job Number 216058 _� II ; Drawn By CW/JO/IIVC °' Checked By JB/WC r--- Title Title rEXITING PLANS - BLDG B N I— EXITING PLAN - BLDG B - FOURTH FLOOR Sheet Number = Et g 1/16" = 1'-0" I > AO-3.70 0 © PLAN LEGEND /•• III i® 1111 APARTMENTS WEST OF FIRE BARRIER r'RUl'�rc 1 Y LINE K E P H A R T FIRE BARRIER W HORIZONTAL EGRESS A APARTMENTS EAST OF FIRE BARRIER � F'� ' '`�� sl�i./!�ir�,r ,/fir �� ,� ,i/��, ' f- FUN9T)ON RESIDENTIAL ..i., ��/.%%/%% ,m 11i , r KEPHART community plonning architecture 2555 WALNUT STREET DENVER,COLORADO 80205 www.kephart.com OAK STREET 1-BEDROOM ANSI TYPE'A' FOURTH FLOOR ONLY CO P4 _ _ < � T , 11- ° ' — tz) 0 I 1-11-14 - - I - . O,■ i ,iL/ _ - I PI , i .. It r , T lip /�/siii N MIX c c ,, —1 1 — o ,.7._ rs_,_ -'' Z . 1 , :., I 3 r .: 6 ... , 1 • r . i el Fr „IR, Fil '2 E ---HT • Q 1 _ I ■.�.�.�... _ wii. ... „ _._ LI ICI I _ _ "ArtiEri. RN* 14 ._.._. ►la ri z � IIS/ _ J�` �! MI ,.� r' IR AV' f 1 — , Lll ■ i I!'7� �� t' �1 I FT ° • w �� C�1♦— ♦ NM � Olt / • a a.__ , • :Q.. iiii , ___ , _ _ Mt' _ • w 'II i�1rtt.)1�I.... �� i ww_'�I.]♦� l''' ■ ! .7 .. r^ �� Cigio �. :3��i�4 v ..- �:- w'=. _`",a.� ��ro I:, I ' /, of—, 'PIE" 2 I` sr - J ?I'M - - , -A ... - . 1 .,.- :///4nt, ., r i mrt 16, ME -:) \ji:Mlca rc,41:IL 1 - - zmi . „,,_: ,, gill - . . , -3 .: PI 4 ____/ !------ -, Ce 44 nk N 1 e_ _ 1 ,.. , j *J I II : —1 I— 2 Iii. r\_____ r- ,,,=-1 ik. -I Do At_ 4. _. 111.. L pi: ili t I 1�1€ 1A ( ik 2 C 1 ii E i -- 1 '. IE,.. _. :-: ilka. 11 Dlit , „,.. ..7 .... i , .. ,, _ _ 1 2 4 ... ,... _ . -\ ,. . ie all . I I 1 I N . e. IP ..,_ _1 / p. ,ca.. ir.,,,„ 10 M ill so till 41ii „ ,� I I It's r; J_ . r,...�..��---_., (-. -- ill L ' �E Ir "111 f r f Li iv, m elm 3: .. r 0 VI law I E .fit jo 61 NA 1 !I�)r E Me wni�uuuulum�iu�i Iulu�,dl,i�i�,�uu -,�� �'_ < 71 al-� WIN -/ 2-BEDROOM 0 CI I� °' y. — L ITI THIRD ILOOR ONLY I[ ---' I I r 1111111 IA LI............. CA 3 1 [ 11 vgi II ,V .1 11 —I■ IS/• [❑`, I it.ai r !!>�. I _� Cle5 1 , ' t[7 �1� h „IT I © II _ 1-BEDROOM I 1 a 6-64 ,"ts r li I /1n t�� 1I V I I I Q iI `r' • O • ANSI TYPE'A' 1 ❑ I L) ❑1 1 FIFTH FLOOR ONLY t , 777Trzn ti ' ❑ l I __ L I ❑ 0 c. ,t1:11- 0 � I I .. _ ■� I '-_ ...-_. 11I �■ 1k CD EI, 7' II V�.J BCS 1°0 of- ■ o. _ I- 1L4 �I V II 1 \I ''1. = 1 - II I I .. ._ IF6 1 ,I 2-BEDROOM ANSI TYPE'A' SECOND FLOOR ONLY ANSI TYPE A UNIT LOCATIONS 41111 1" - 2O'-0" Sep28 � ED • 41? a g C), ACCESSIBILITY REVIEW C5 P UL ' . W PBS w FHA SAFE HARBOR w HUD FAIR HOUSING ACT DESIGN MANUAL lir DENVER, Total Buildings in Project (2)5-Story with Elevators S• • Total Units in Building 187 Units 733 I (`�o' .2. ter("-v Federal Fair Housing Act All units in buildings containing (__-_-,ail O Requirements: 4 or more units if such buildings : contain one or more elevators Provided: 187 Units to meet FHA No. te - Issue 1 06. .17 PHASED PERMIT-FOUND. 2 09.28.17 FULL PERMIT SET 2014 OSSC: 2%ICC/ANSI 117.1 Type'A'Dwelling Units z 4 Units required total in project ig All remaining units to be Type'B'Dwelling Units I Provided Type'A'Dwelling Units a (2)2-bed Unit _ 8 (2)1-bed Unit (4)Units Total go Project Architect go PRC Type'18'Dwelling Units (71)2-bed Units Project Designer = (100)1-bed Units JB/WC/JN o (12)Studio Units (183)Units Total al Date 09/28/17 w N O Job Number 216058 0, N_ Drawn By CW/JO/WC °' Checked By JB/WC Title ANSI TYPE 'A' N ACCESIBILITY PLAN (— Sheet Number fY d AO-3.9 0 (..) © iirm KEPHART • i. community planning architecture 2555 WALNUT STREET DENVER,COLORADO 80205 NOTE: I www.kephart.corn • REFER TO REFERENCED()SSC,UL,OR GA ASSEMBLIES(LISTED ASSEMBLIES)FOR CONFIRMATION OF ALL RATED COMPONENTS WITHIN EACH WALUFLOOR/CEILING/ROOF TYPE • INFORMATION SHOWN IN THE WALUFLOOR/CEILING/ROOF TYPES(SHEETS A0-4.1 THRU A0-4.2)IS INTENDED TO MATCH THE REQUIREMENTS OF THE LISTED ASSEMBLIES(SHEETS A0-5.1 THRU A0-5.?).IN THE EVENT OF ANY DISCREPANCIES BETWEEN THE LISTED ASSEMBLIES AND THE WALL/FLOOR/CEILING/ROOF TYPES DRAWN,THE LISTED ASSEMBLY SHALL TAKE PRECEDENCE. • SOME WALUFLOOR/CEILING/ROOF TYPES SHOWN ALSO RELY ON INFORMATION PROVIDED IN THE UL GENERAL NOTES,OR GA GENERAL EXPLANATORY NOTES AND IS NOTED ACCORDINGLY. • PER UL&GA EXPLANATORY NOTES,GREATER STUD SIZES IN SHALL BE PERMITTED U.N.O. INDICATED STUD SPACINGS ARE MAXIMUMS. • STRUCTURAL WOOD PANELS FOR SHEAR MAY BE ADDED PER GA GENERAL NOTES • FIRESTOPPING SHALL BE PERFORMED IN ACCORDANCE WITH TESTED SYSTEMS ON SHEETS AO-5.1&AO-5.3 FOR ADDITIONAL SYSTEMS OR ENGINEERING JUDGEMENTS,CONTACT HILTI. UIII) r: " " CEILING V CEILING > 1\Y > _ 11-- x x � , FMO , -4.- , , >, , > › ' ,• _ I ING R21 PAPER BACKED BATT INSULATION- _ '_. :-..- , .. , es CEL '�' FILL CAVITY x X / � �, -- (1)LAYER OF 5/8"TYPE"X"GYP,WALL x x \ I, CEILING LU`�. . 'ia BOARD x x / i EXTERIOR FINISH: .�a C J FIBER CEMENT REVEAL PANEL PER INTERIOR EXTERIOR GARAGE EXTERIOR4: (...b I' + ELEVATIONS - , • - , H H ivjg" 1 V n INTERIOR EXTERIOR ` 4 til ''' e, 2x WOOD STUD, 16"MAX O.C.RE:STRUCT. 41\1 ► 11-\/ EXTERIOR FINISH: , FIBER CEMENT PANEL SIDING. _a EXTERIOR FINISH: ' / SEAL CMU IF EXPOSED • CONCRETE WALL,RE:STRUCT �, FIBER CEMENT PANEL,RE:ELEVATIONS r���r Z�5�� , ` RAINSCREEN FURRING PLAN VIEW a:'• O PLAN VIEW '' RAINSCREEN FURRING PLAN VIEW ; ; ' -: aill< CI) Z '- PLAN VIEW-SIDING r� r� Mil V 1 V 1 1 � . , 0 V WEATHER RESISTIVE BARRIER AT x I FIBER CEMENT REVEAL PANEL x 'I^ 8"CMU WALL,RE:STRUCTURE a :;d X 111Z EXTERIOR SHEATHING, x x SEAL EXPOSED GROUND-FACE CMU, ° fl';. i (:) RE:STRUCTURE x d I- RE:ELEVATIONS FOR FINISH LOCATIONS 1..' 9° PROVIDE BASE TRIM,VERIFY SELECTION \ 0 \ -- WITH OWNER X x FLOOR .-- ;. Cl) \ X / • FLOOR FLOOR > > FLOOR �C ( Cf) 4'4 CD Q Q C. 0 WE-g` 2x Exterior Wall - Rainscreen 1 HR WE 5` CMU Exterior Wall - Rainscreen - NR WE-1` CONCRETE EXTERIOR WALL - 3 HR / 1" = 1'-0" ASSEMBLY:UL No.U356 / 1" = 1'-0" / 1" = 1'-0" Q ASSEMBLY:OSSC TABLE 721.1(2)ITEM 4-1.1 O - lit\/ . 00 VI f 1 --, im' SLIP TRACK,DETAIL PER STRUCTURE �� v / CEILING ate,, (1)LAYERRD ,5/8"NON-CLASSIFIED GYP WALL CEILING CEILING CEILING d_ 1 • i > > < - -•-• • ' • _µ �R-19 BATT INSULATION f• '/ > > . > >'. ' ' /N:•,A-. - ' >. > > < I\ H ]/V31, .1— 11\' 2l_ INTERIOR EXTERIOR INTERIOR EXTERIOR ' `• ' EXTERIOR - EXTERIOR FINISH: ri� FIBER CEMENT SIDING,ATTACHED PER MFG. / V INSTALL REQ. PLAN VIEW EXTERIOR FINISH: 6"METAL STUDS SPACED 24"O.C.MAX,RE: �/ EXTERIOR FINISH: l It I V • ' /' FIBER CEMENT PANEL SIDING. �•_ ; ,4 -'fir LAP SIDING. __, STRUCT. r,/ 41 SEAL CMU IF EXPOSED - • < : • —' : PRESSURE TREATED CONTINUOUS CLASS II VAPOR RETARDER PLAN VIEW A.�'.ii�°, ����"� RAINSCREEN FURRING PLAN VIEW / f/ RAINSCREEN FURRING I ' • - A / (1)LAYER WEATHER RESISTIVE BARRIER V t N.,-.....= / PLAN VIEW-SIDING 4v / FLUID APPLIED WEATHER • y / 2"EPS RIGID INSULATION,FLAME SPREAD ' l> L / RESISTIVE BARRIER . .1 . FLUID APPLIED WEATHER ; INDEX OF NOT MORE THAN 25,R-10 MIN. I I ' } > 8"CMU WALL,RE:STRUCTURE RESISTIVE BARRIER t:.._. ,- BASE AND INTERIOR FINISH PER INTERIORS > �— / s,d ,,.��' 7SEAL EXPOSED GROUND-FACE CMU, ./ CONCRETE WALL,RE:STRUCT N 'N 4— . / RE:ELEVATIONS FOR FINISH LOCATIONS ,. '1:. (1)LAYER 5/8"EXTERIOR GYP,SHEATHING �, f 11 .....- .:„t7,: › › < ,<-‘ 4 FLOOR > C Sep FLOOR FLOOR FLOOR ` •° ar p 10 i\./ I v._ :.-. ,_ , t1 6" METAL EXTERIOR WALL - SIDING - NR CMU Exterior Wall - Rainscreen - 2 HR CONCRETE EXTERIOR WALL - RAINSCREEN - 3HR Elm, RI ��' E-1(t WE-6 ' /WE-2> C / 1„ - 1'-0„ / 1„ _ 1'-0„ ` / 1„ - 1'-0" CAM LL. 0 '- — ASSEMBLY:OSSC TABLE 721.1(2)ITEM 3-1.4 — ASSEMBLY:OSSC TABLE 720.1(2)ITEM 4-1.1 1-3 DE R, y • I \ SLIP TRACK,DETAIL PER STRUCTUREy, ‘ _6933 Q CEILING '-1^ .------ BOARD 5/8"NON CLASSIFIED GYP WALL 80ARD aF Ogg' R-19 BATT INSULATION •I,'/--- No. Date 1 I Issue - 1 06.27.17 IPHASEDPERMIT-FOUND. • 2 0928.17 (FULL PERMIT SET "I' INTERIOR EXTERIOR . EXTERIOR FINISH: FIBER CEMENT PANEL,ATTACHED THROUGH a (�\� RIGID INSULATION TO METAL STUDS PER E PLAN VIEW MFG.INSTALL REQ. J I a (� 6"METAL STUDS SPACED 24"O.C.MAX,RE: STRUCT. Project Architect PRC 1 I" CONTINUOUS CLASS II VAPOR RETARDER Project Designer JB/WC/JN _ J m (1)LAYER WEATHER RESISTIVE BARRIER Date 09/28117 o 4" o csi I 2"EPS RIGID INSULATION,FLAME SPREAD Job Number 216058 is I,>'-'-e INDEX OF NOT MORE THAN 25,R-10 MIN. Drawn By • N BASE AND INTERIOR FINISH PER CW/JO/WC - I>,,/ INTERIORS IChecked By JB/WC 17\ (1)LAYER 518"EXTERIOR GYP.SHEATHING N- 1: r , / Title EXTERIOR WALL N - FLOORI ASSEMBLIES i- Sheet Number _ 6" METAL EXTERIOR WALL - RAINSCREEN - NR • \VVE-11,, >- „ _ , „ } 1 1 -o AO-4. '1 _ a U , UQ ___ MI 4,101 L --, : 1.-- 11V t. M CEILING . . CEILING _........_-- I-I--"..----........-:- -'--- CEILING ' FIBERGLASS BATT FIRESTOP VERTICALLY CEILING _....41mmromr.0.- .---.... ...„ KEPHART . . ........ \ AT CEILING AND FLOOR LEVELS ' Community planning ,.: 1/2"RC CHANNEL @ 24"O.C.0.C.AT UNITS FIBERGLASS BATT FIRESTOP VERTICALLY NOTE:DOUBLE TOP PLATE REQUIRED IN ' AT CEILING AND FLOOR LEVELS COMPLIANCE WITH OSSC 714.4.1.2 EXCEPTION . architecture , 2555 WALNUT STREET 7 FOR CEILING MEMBRANE INTERRUPTION R21 BATT INSULATION ' R21 BATT INSULATION(SPRAY FIBER DENVER,COLORADO 80205 .i- R21 BATT INSULATION(SPRAY FIBER .4°164-- I INSULATION ALTERNATES PER www.kephart.com ----±Ar— INSULATION ALTERNATES PER ASSEMBLY) . - ...a — ASSEMBLY) (2)LAYERS 5/8"TYPE"X"GYP.BD.EACH SIDE NOTE:5/8"TYPE'X'WATER RESISTANT V (1)LAYER 5/8"TYPE"X"GYP.BD.EACH SIDE UNIT' -s, CORRIDOR GYP.BD.AT ALL BATHROOM,LAUNDRY, J AND WATER HEATER LOCATIONS. NOTE:WATER RESISTANT GYP.BD.AT _ / - ' ALL BATHROOM AND LAUNDRY AREAS, -N7--- R/>>< ALL BATHROOM AND LAUNDRY AREAS, • -I • 2x WOOD STUDS 16"O.C.MAX.;RE:STRUCT. s.>- 4 NOTE:WATER RESISTANT GYP.BD.AT — GLASS MAT GYP.BACKER BOARD AT ALL GLASS MAT GYP.BACKER BOARD AT ALL - ---- TILE LOCATIONS AT TUBS&SHOWERS TILE LOCATIONS AT TUBS&SHOWERS , I. -- ----"-- '-` _41414.464446.11L ' PER OSSC SECTION 2509. ---......-- --.... PER OSSC SECTION 2509. PLAN VIEW - --441,„ • PLAN VIEW = ......4.„. -.010111..N.-- PLAN VIEW ...- '............... PLAN VIEW METAL C STUDS -N1111, RE:PLANS SOUND ATTENUATION FIRE BLANKET @ 10'-0" . , A _ , , HORIZONTALLY , • . ili vb. \ SOUND ATTENUATION FIRE BLANKET @ 10'-0" — HORIZONTALLY 2x WOOD STUDS AT 16"O.C.MAX.,RE:STRUCTURE 2x WOOD STUDS AT 16"O.C.MAX.,RE:STRUCTURE , 1\ , : 4 , ._ „ , ----.1\r— 1, . OSB AS REQUIRED FOR SHEAR. , -:22OSB AS REQUIRED FOR SHEAR. (1)LAYER 5/8"TYPE'X'GYP.BD.EACH SIDE . ilOSB AS REQUIRED FOR SHEAR. ' :, • RE:STRUCTURE SHEAR WALL SCHEDULE ,- , . -.0w . RE:STRUCTURE SHEAR WALL SCHEDULE . RE:STRUCTURE SHEAR WALL SCHEDULE . • . . (2)LAYERS 5/8"TYPE"X"GYP.BD.EACH SIDE, i ,. . ' • CONTINUOUS TO UNDERSIDE OF FLOOR 1"AIR SPACE , ' 1"AIR SPACE , SHEATHING PROVIDE BASE TRIM,VERIFY SELECTION ' WITH OWNER BASE TRIM,VERIFY SELECTION WITH OWNER -, BASE TRIM,VERIFY SELECTION WITH OWNER ./ I PROVIDE BASE TRIM,VERIFY SELECTION .! WITH OWNER • . . <WI-13A>2x4 FRAMING • 2x SOLE PLATES -,- 2- I; -.. / / - - • 2x SOLE PLATES - <WI-13B>2x6 FRAMING - ----• FLOOR <• , FLOOR -- - -mop- ....----,--- FLOOR - - FLOOR '' - --' ,-->..<--- I '''>.---:""r - , METAL INTERIOR WALL - NR , Unit Demising Wall - 1 HR , UNIT/CORRIDOR WALL FIRE BARRIER 2 HR UNIT DEMISING WALL - FIRE BARRIER - 2HR <vvI- - <W1- ; <W1-5 '/' " <WI-1 N; 13/ " = 1'-0" ' 1" = 1-0" ASSEMBLY:GA WP 3370 1 = 1-0" UL U301 ' 1" = 1-0" ASSEMBLY:GA WP 3820 Cr) r:4 0 ...4.... -....- CEILING CEILING =,,'"-- !. CEILING (....) =._ Z , 1/2"RC CHANNEL @ 24"O.C. , /44 1 .... 2x DOUBLE WOOD TOP PLATE;RE: ' It, I X STRUCT. .... R21 BATT INSULATION --, • PROVIDE SLIP TRACK AT WALL „ PROVIDE SLIP TRACK AT WALL WAND CEILING,FILL WITH ROCK AND CEILING,FILL WITH ROCK . C) PROVIDE SOUND ATTENUATING BATT , X X WOOL OR PROVIDE FIRE RATED , X X WOOL OR PROVIDE FIRE RATED INSULATION WHERE WALL SEPARATES I X X SEALANT AT GYP/CEILING I X X SEALANT AT GYP/CEILING BATHROOM FROM LIVING SPACE ' INTERSECTION INTERSECTION , Lill ci, / 'Ay- _____ ,___ „ p<1 IX. ki ixi SHAFT INTERIOR GARAGE E UNIT CORRIDOR A x ill .• um Ar ,, A BATT INSULATION,FILL CAVITY ---1"AIR GA•,......•.,y W , lb. 2x WOOD STUDS,24"O.C.MAX;RE:STRUCT. • 1"Aln:k.7AP . BATT INSULATION,FILL CAVITY Z 2x4 WOOD STUDS OM en :„...„..------------ „ ,--(1)LAYER 5/8"TYPE"X"GYP.BD. es 4:t 61, PLAN VIEW -i , (1)LAYER 5/8"TYPE"X"GYP.BD. PLAN VIEW . 41 I:: —I ........... a. , PLAN VIEW fla4Vr14.V4c11n1m,qb..=.. ' .' "Aill1 l \4444.:0,44STEEL STUD e14 1l1r,1ear1 ' A1Mli,: STEEL STUD 1<1-L-- - Erarim:i. PLAN VIEW-SIDING PLAN VIEW-SIDING I-1 • OSB AS REQUIRED FOR SHEAR. ' ,, , 1\ (f)i " , RE:STRUCTURE SHEAR WALL SCHEDULE ' ‘4 x x z ! 4 (1)LAYER 5/8"NON-CLASSIFIED GYP.BD. X X , , cc EACH SIDE 1/2"---\ '(--1/2" --- (1)LAYER 5/8"TYPE"X"GYP.BD.EACH SIDE I ' X X : I x X 0 NOTE:WATER RESISTANT GYP.BID.AT ALL 5/8"----, 51/2 5/8" -.. L- , x , XI X 0 BATHROOM,LAUNDRY,AND WATER HEATER =4.w I X K I xX X <t1 0 4..1 LOCATIONS. . * Pm( U. , PROVIDE BASE TRIM,VERIFY SELECTION X X X CI BASE PER INTERIORS ..o." BASE TRIM,VERIFY SELECTION WITH OWNER WITH OWNER ' >, ,>( BASE TRIM,VERIFY SELECTION WITH OWNER .. . ,----------- Ci) : 4 . I <WI-14A 2x4 FRAMING I , - 4 X FLOOR FLOOR X X FLOOR IC) <WI-1413 2x6 FRAMING 3 , ,77. , ,,, - ,_,_ _ , , x2 Interior Wall - NR UNIT CORRIDOR WALL - 1 HR „ CMU INTERIOR WALL - 2 HR , CMU INTERIOR WALL - NR < c) c) c\ <W1-14- <WI-10) /. CS1" = 1'-0" 1" = 1'-0" GA WP3371 1" = 1'-0" ASSEMBLY:OSSC TABLE 721.1(2)ITEM 3-1.4 I" = I' 0" C14 CEILING : .4 .i_ 1= CEILING 2';‘ . . 2"ALUMINUM L ANGLE . -------7 (1)LAYER 5/8"TYPE"X"GYP.BD.EACH SIDE -----4-- INTERIOR, -,, , RE: PLANS SHAFT 2x4 OR 2x6 STUD, 16"0.C.MAX., /• —7477 RE:STRUCTURE • ; . - 2"H STUDS NO.25 MSG 2M ._ ,.=: , NOTE: I•;-1 PLAN VIEW 1. WATER RESISTANT GYP.BD.AT ALL PLAN VIEW , BATHROOM AND LAUNDRY AREAS,GLASS " ', 2"ALUMINUM L ANGLE MAT GYP.BACKER BOARD AT ALL TILE A LOCATIONS AT TUBS&SHOWERS PER ' • _i : OSSC SECTION 2509. - '\,/ 2. CEILING MEMBRANES OF 1-HOUR FIRE RESISTANCE RATED HORIZONTAL ASSEMBLIES ARE PERMITTED TO BE INTERRUPTED PROVIDED A DOUBLE TOP- /• 4-7 .,' PLATE IS SHEATHED ON BOTH SIDES WITH TYPE X GYPSUM WALLBOARD PER OSSC 714.4.1.2 EXCEPTION 7 . (2)LAYER 1"x 24"TYPE X GYPSUM PANEL , ,/ _ . PROVIDE BASE TRIM, VERIFY SELECTION WITH • (1)LAYER 1/2"'TYPE X GYP.BD.INSTALLED ...„.„<„:„..----.: ' PER ASSEMBLY REQUIREMENTS ' OWNER / FLOOR , . SA:p NOTE:REFER TO UL ASSEMBLY U347 FOR a 0 , FLOOR - "-- ----', APPROVED COMPONENTS AND INSTALLATION - 2"ALUMINUM L ANGLE AT BOTTOM OF SHAFT 7 9.00 _ REQUIREMENTS. ' 77"( 1 1.77 - ,‘"'4" a iD AIR„ Ok , STAIR SHAFT WALL - 2HR 46. PATA i ' 17 2x INTERIOR BEARING WALL - 1 HR <W1-3 ' / 1" = WI-11 UL U347&ASTC:61 TO 70 1 - C.A.MPBEly 0 / 1" = 11-0" ASSEMBLY:GA No.WP 3510 44 )--) •j DENvE co . 1 ,. .. ......-_ , CEILING 6931 , , . ,0 • , I I OF e0-v R21 BATT INSULATION 1 _.-- No. Date Issue , _______ 1 06.27.17 PHASED PERMIT-FOUND. _V 2 09.28.17 IFULL PERMIT SET SHAFT CORRIDOR ti : . 2x WOOD STUDS 16"O.C.MAX.;RE:STRUCT. -t13 , . 41. k i PLAN VIEW ,. Project Architect PRC a, ___ AProject Designer JB/WC/JN __:._ Date ec° 09/28/17 0 . - /V----- OSB AS REQUIRED FOR SHEAR. Job Number 216058 a. -I RE:STRUCTURE SHEAR WALL SCHEDULE 1 is'N I I ....-- <- (2)LAYERS 5/8"TYPE"X"GYP.BD.EACH SIDE, - Drawn By 4, CW/JOANC d) CONTINUOUS TO UNDERSIDE OF FLOOR SHEATHING Checked By JB/WC . t•-• PROVIDE BASE TRIM,VERIFY SELECTION ' Title , , ' WITH OWNER INTERIOR WALL R , 2 ASSEMBLY — , vvw 114-4AB >>22xx64 FFRARAMMIINNGG _, FLOOR ' F- Sheet Number -6-2 , ELEVATOR/SHAFT WALL - 2HR . >-- <WI-4 ' . a. / 1" = V-0" UL U301 A0.4.2 . . © ,...... PEDESTAL AND PAVER SYSTEM AT ROOF DECK,RE:PLANS FOR LOCATION DRAINAGE COMPOSITE AND WATERPROOFING MEMBRANE UNDER PEDESTAL AND PAVER SYSTEM WOOD JOISTS,RE:STRUCTURAL 1SLAB SLOPED TO DRAIN AT ROOD DECK '"...,,, KEPHART 1( (3)LAYERS 5/8"TYPE"X"GYP.BD. --\ co r�unit p n n I- .. m architecture nl 0d 2555 WALNUT STREET 9 r Z 0 g l DENVER,COLORADO 80205 h.-J—io• www.kephart.com a ' ar d - - (1)LAYER 5/8"TYPE"X"GYP.BD. 1 Q ° :' < d ec ErU STAIR TOP ENCLOSURE - 2 HR <RC-2/ 1" = 1'-0„ z v = �.-.� GA FC 5725 ' 0: E + l'' • CONC.STRUCTURAL SLAB,RE:STRUCT. MAINTAIN CLEAR AIRSPACE FOR MECHANICAL .. -t, - . SYSTEMS TPO ROOF MEMBRANE FULLY ADHERED /7.777 1/4"GLASS-MATT FACED GYP.ROOF DROPPED CEILING,RE:RCPS FOR CEILING BOARD OR EQUAL PROTECTION BOARD LOCATION AND TYPE PAPER BACKED GLASS FIBER INSULATION,SECURE TO WOOD STRUCTURAL PANELS WITH STAPLES 12"O.C.,MIN.R-38,MIN.0.5 PCF TAPERED INSULATION AS REQUIRED FOR _ _ - CRICKETS,RE:ROOF PLANS _ <lr i 4, — —PRP ROOF SHEATHING,5/8"MIN.RE:STRUCT. WOOD JOISTS;RE:STRUCTURAL r, Podium Slab Floor/Ceilinq - 3 HR EST.65 STC,55 IIC FC-1 1 = 11-0" OSSC TABLE 721.1(3)ITEM 1-1.1 • an . (2)LAYERS 5/8"TYPE'X'GYP.BOARD imino; C•) 1 1/2"GYPCRETE TOPPING SLAB Z FLOOR SHEATHING Ns*'''N RE:ASSEMBLY AND STRUCTURAL LIU r /D • 2x JOISTS @ 24"O.C. ° ' 4 c 5 RE:STRUCTURAL k _.— ,_ )°""I .....4 LI CORRIDOR ROOF/CEILING - 1 HR 4 <RC-3' 1" = 1'-0„ [�� GA RC 2601 / (1)LAYER 5/8"TYPE"X"GYP.BD r„" O V <Fc-2; Corridor Floor/Ceilinq (Wood) - 1 HR 1 = 11-0" GA FC 5420 0V'- CONCRETE COLUMN PER STRUCTURAL < 4 .:, 41_' \S, 113 4'n__, 0 r--1 CA - ' - IX C. cf) \,-. . - , a - .- -4 . •a•0/ CONTINUOUS FOAM GASKET BOND BREAK,TAPE JOINT BETWEEN \ ,—� FOAM GASKET AND OVERLAYMENT �� V NOTE:AT NO POINT SHALL THE FINISHED C) FLOOR SYSTEM COME IN CONTACT WITH Q ANYTHING OTHER THAN THE IMPACT 1-1/2"GYPCRETE TOPPING.WHEN i--. 7 ISOLATION MATERIAL,FOAM GASKET,OR 1 FLOOR MAT IS INSTALLED,TOPPING I , ( ACOUSTIC CAULK.THE FINISHED FLOOR IS REDUCED TO 1-1/4"TO MAINTAIN0_ SYSTEM MUST BE COMPLETELY CD TOTAL DEPTH OF 1-1/2". ( ' I ISOLATED FROM THE SUBFLOOR AND C) I I THE SURROUNDING CONSTRUCTIONS TO 1/4"ACOUSTIMAT II —� , MAINTAIN THE ACOUSTIC �� ✓' UNDERLAYMENT(OR EQUAL) - _ PERFORMANCE. (XD Concrete Column - 3 HR C-1 ` 1" = 1'-0" ASSEMBLY: OSSC TABLE 722.2.4 . 3/4"FLOOR SHEATHING,RE: ' STRUCT. OPEN WEB TRUSS - FULLY FILL CAVITY W/BLOWN-IN - -- ' . ,' : - " - INSULATION. ~"t RC DELUXE @ 12"O.C. J /. (1)LAYERS 5/8"TYPE'C' --err/ = GYP.BD. MAINTAIN 1-HR CONTINUOUS RATING AT :IN NOTE: INTERSECTION BETWEEN HORIZONTAL DOUBLE TOP PLATE REQUIRED IN FLOOR/CEILING ASSEMBLY AND COMPLIANCE WITH OSSC 714.4.1.2 FOR VERTICAL WALL ASSEMBLY CEILING MEMBRANE INTERRUPTION, (1)LAYER 5/8"TYPE'X'GYP.BD EACH SIDE OF WALL ASSEMBLY FC-3\ Unit Floor/Ceilinq - 1 HR EST.55 STC AND 52-55110 AT HARD SURFACES 21 1/2" = 1'-0" UL FILE No.L528 " Disep A 8 411 PAUL lt TPO ROOF MEMBRANE FULLY -. CAMPBELL ADHERED 1/4"GLASS MATT FACED GYP.ROOF BOARDNNNN‘, li = • DENVER, CO cis , 4 693 0k. '11 t 41 • TAPERED INSULATION AS REQUIRED FOR ''''' '"-.... ....„ ---c' a CRICKETS,RE:ROOF PLANS F O — No. Date Issue o '/-�' 1 06.27.17 PHASED PERMIT-FOUND. -,--db.- or - ♦♦��♦ 2 09.28.17 FULL PERMIT SET ROOF SHEATHING,5/8"MIN.RE:STRUCT. PAPER BACKED GLASS FIBER INSULATION, .-- SECURE TO WOOD STRUCTURAL PANELS WITH •G r STAPLES 12"O.C.,MIN.R-38,MIN.0.5 PCF .<-> /` 2 N . OPEN WEB TRUSS,TOP CHORD SLOPED •' - @ 114"PER FOOT; so RE:STRUCTURE ~i RC CHANNELS SPACED @ 16"0.C.MAX.,2 Project Architect PRC COURSE OF RC POSITIONED 6"O.C.AT WALL BOARD BUTT JOINTS(3"FROMProject Designer 1 EACH END OF WALLBOARD).CHANNELS JBIWC/JN g ORIENTED OPPOSITE AT WALLBOARD .y BUTT JOINTS. Date 09/28/17216058 U N (1)LAYER 5/8"TYPE"C"GYP.BOARD. o ATTACH TO RC CHANNEL W/TYPES Job Number - CV BUGLE HEAD SCREWS.SCREWS SPACED , N AT 12"O.C.MAX. : N Drawn By CW/JO/WC = °' Checked By I JB/WC, ' 1,-- - - Title FLOOR/CEILING & N ROOF/CEILING TYPES 1- Sheet Number = i Unit Roof/Ceilinq - 1 HR } <RC-1 ', 1" = 1'-0" UL FILE No.P556 - A01.14,3 0 0O OSSC TABLE 721 .1 (2) ITEM(S) 3-1 .4 & 4-1 .1 GA WP3370 > wi-1 > UL 356 < WE-5 > ,- 2-HR& 3-HR CONCRETE 1 CMU WALL ASSEMBLIES UNIT DEMISING WALL- 1 HR EXTERIOR WALL- RAINSCREEN - 1 HR It] ,K GA FILE NO. WP 3370 GENERIC I 1 HOUR I K E P H A R T I` 0 ONLINE CERTIFICATIONS DIRECTORY FIRE 20.WWI and Partition Facings and ACCeseorfes•-(As an alternate to Items 2 through 2F)-Nominal 5/8 in.thick, community planning GYPSUM WALLBOARD,WOOD STUDS 4 ft wide parels,secured as described in Item 2. y P g FIRE AND SMOKE PROTECTION FEATURES s __..._.- architectureOne layer fe"type X gypsum wallboard or gypsum veneer base applied parallel or at right i Design N o. U356 PASCO BUILDING PRODUCTS L L C,OSA PASCO GYPSUM -Type QuietRock 527. 2555 WALNUT STREET angles to each side of double row of 2 x 4 wood studs 16"0.c. on separate plates 1" BXUV.U356 apart with 5d coated nails. 17fe"long,(1.0915"shank. 1/4'heads. 7"o.c. DENVER,COLORADO 80205 TABLE 721.1(2) Fire Resistance Ratings - ANSI/UL 263 2H.Gypsum Board'-(As an alternate to Item 2) 5(51 in thick gypsum panels,with beveled,stluare,or tapered www.kephart.com RATED FIRE•RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS'"" Joints staggered 16"on opposite sides Horizontal bracing requited at mid-height. (LOAD- Pace Itptiore edges,applied either horizontally ar vertically.Gypsum panels fastened to framing with 1-1/4 in.long Type W coarse ,.-- • _�...., . ._ _..-_.. SEARING) _. : s, ____. -__ ___ __ __-.,....... .__.-. ......................_- thread gypsum panel steel screws spaced a maximum 10 in.OC with the last two screws 4 and F in.from the edges of MINIMUM riteSnED -------1 the board.When used In widths other than 48 in.,gypsum panels are to be Insta#ked horizontally. THICKNESS FACE-Til MATERIAL ITEal1 CONSTRUCTION I FACE°tiinehes) Design/System/Construction/Assembly Usage Disclaimer CONTINENTAL BUILDING PRODUCTS OPERATING CO,L LC-Type LGFC6A(finish rating 21 men),Type LGFC2A, NUMBER 4 3 2 1 Type LGFC-C/A.Type LGFC WO,Type LGLLx hours hours)hours�horr . Authorities having eurisdlcteort should be consulted in all cases as to the particular requirements covering the installation and use of UL - Certified productsand materials- 1- :- ---,-_ ,equipment,system,devices, I-LI Solid brick of clay or shale`. - I 6 4.9 3.8 2.7 ---•--' • authorities having jurisdiction should be consulted before construction. 21.Gypsum Board*- (As an alternate to kern 2) 5f8 In.thick gypsum panels,with beveled,5quara,or tapered • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL far compliance with !-1.2 Hollow brick.not filled. S.D 4.3 3.4 2.3 I edges,applied either horizontally or vertically-Gypsum panels fastened to framing with 1-1/4 in.long Type W coarse • applicable requirements,The published information cannot always address every construction nuance encountered in the field. thread gypsum panel steel screws spaced a max 8 in,OC,with last screw l in.from edge of board.When used in widths Hallow brick unit wall.grout ra filled with pulite VermlCulit!O[expanded allded shale ThlekneSS• 9� • When field issues arise,+tis recommended the first contact for assistance be the technical service staff provided by the product pC p of other than 48 M.,gypsum boards are to be installed horizontally. I.Brick of clay 1-1'3 aggregate, 6.6 5.5 4,4 3.0 Approx.Weight: 8 psf manufacturer noted for the design,Users of fire resistance assemblies are advised to consult the general Guide Information for each ggrc^g product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate AMERICAN GYPSUM CO-Types AG%-i rmish rating25 min. el-Glass(finish rating 25 min.` Type ( rating Fifie T@SC; Se@ V�1R ilius ype ( )r 9 ), AG-C Gnleb ter shale - methods of construction. 4"nominal thick units at least 75 percent solid backed with a hal-shaped metal furring 25 mine (UL R1319-4,6,6.17-52, • Only products which bear UL's Mark are considered Certified. 1 2.1 channel /,'thick formed from 0 021"sheet metal ettached Io the brick wall on 24" - UL R2717-39, 1-20-66; centers with approved fasteners-and 1, Type X gypsum wallboard attached to the UL 83501-52,3"15-66, metal furringsnips with I'-longType screws spaced 8'do renter, BXUV - Fire Resistance Ratings - ANSI UL 263 3.Joints and Fastener Heads--(Not Shown)-- Gypsum board joints covered with tape and joint compound,Fastener • ps SpaUL Design U3p5', heads covered with joint compound. 2.Combination 2-1.1 4'solid brick and 4"tile(at least 40 percent solid). S ULC Design W301): 4.Batts and Blankets*-Mineral fiber orglass fiber insulation,3.1 2 in.thick, ressure fit to fill wall cavities between of clay brick andBXUV7 - Fire Resistanc_ Ratings - CAN/ULC-5101 Certified for Canada f R Illi R4024, 10-31 68 studs and plates.Mineral fiber insulation to be unlaced and to have a min density of 3 pd.Glass fiber insulation to ee load-bearing 2-1.2 4"solid brick and 8"tile(at least 40 percent solid). 12 -- --- Sound Test: NRCC TL-93-261, faced with aluminum foil or kraft paper and to have a min density of 0-9 pd(min R-13 thermal insulation rating). tee General lefnrmatlnn for Fire-resistance Refines-ANSI/16 26e hollow'clay tile IRC-IR-761,3198 See Batts and Blankets"(BKNV)Category in the Building Materials Directory and Batts and 3-1.t'' Expanded slag or pumice, 4.7 4.0 3.2 12.1 See General Ifebrination for Fir!RSsistance Retinas-CAN/LILC-5191 Certified tor Canada Blankets*(BZJZ)Category in the Fire Resistance Directory far names of Classified Companies. 3.Concrete 13-1.2'r Expanded day,shale or slate- 5.1 14.4 3.6 12.6 Design No. 0356 4A.Fiber,Sprayed"-As an alternate to Batts and Blankets(Item 4)-Spray applied cellulose material,The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the masonry unILs 13-1.31 Limestone,cinders or air-cooled slag. 5.9 5.0 4.0 2.7 I,,,iy to.20::, product with a nominal dry density of 2.7 ib/ft'.Alternate Applicaben Method:The fiber is applied without water or 3.1.41"5 Calcareous or siliceous gravel. 6.2 5.3 4.2 2.8 adhesive at a nominal dry density of 3.5 lb/ft',in accordance with the application instructions supplied with the product, Siliceous aggregate commie. 17.0 6.2 5.0 3.5 (Exposed to Fire on Interior Face Only) U S GREENFIBER L L C-INS735S 1N5745 for use with wet or dry application.INS510LD,INS515LD,10554110, 4.Solid 4 t i Carbonate aggregate concrete. 16.6 5.7 4.6 3.2 Bearing Wall Rating--1 Hr INS735,INS745,IN57651D,and INS770LD are to be used For dry application only. concrete'' Sand-lightweight concrete. 5.4 4.6 3.8 2.7 Finish Rating-23 Min or 25 Min(See Item 2C) 46.Fiber,Sprayed*-As an alternate to item 4 and 4A--Spray applied cellulose material.The fiber is applied with Lightweight concrete- 5.1 4.4 3.6 2.5 This design was evaluated using a load design method other than the Limit States Design Method(e.g.,Working Stress Design water to completely rill the enclosed cavity In accordance with the application instructions supplied with the product. percent Itiaxitnlnn Method).For jurisdictions employing the Limit States Design Method,such as Canada,a load restriction factor shit!!be used-See Nominal dry density of 4.58 Ib/ft 3. 5.1.1 a percent 111m.Unit and one 4'unit coed 25 Fe 6'ta Guide BXUV or$xuv7 One 2"unit cored 15 percent maximum and one 4' with !,'mortar-filled,uliar joint.Unit positions reversed in alternate courses. GA W P 3371 < WI-10 > NU-WOOL Co INC-Cellulose Insulation One 2"unit cored 1 5 unit cored 40 percent maximum - 'Indicates such products shall bear this UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such 5-1.2 with'!,'mortar-filled collaint.Unit pasflions side with':'gypsum plaster.Two 6'/ - UNIT CORRIDOR WALL - 1 HR as Canada),respectively.r jo 4C.Fiber,Sprayed*-As an alternate to Batts and Blankets(Item 4)-Spray applied cellulose fiber.The fiber is 5yy[he5 tied together every fourth course with No,22 gage corrugated metal Heti. • applied with water to completely rill the enclosed cavity In accordance with the application instructions supplied with the 5.Glazed or 5-1.3 One unit with three cells in wall thickness,cored 2(1 percent maximum- --- -- 6 - product,The minimum dry density shall be 4.30 lies/ft'. unglazed facing 2'unit cored 22 percent maximum and one 4'unit cored 41 persica maximum 0 INTERNATIONAL CELLULOSE CORP-Celbar RL u1e,nonload • 5-1.4 with'f,"mortar-filled collar join.Two wvihes tied together every third course with -- - fi . • .. bearing 0.030"(No.22 galvanized sheet steel gage)corrugated metal ties. WALLS AND INTERIOR PARTITIONS, WOOD FRAMED __ ,-,_........._ ..,.._-- _... 5.Wood Structural Pane Sheathing Min 3/16 in.thick,4 ft wide wood structural panels,min grade'C-D"or I 5-1..1 One 4"unit cared 25 percent maximum with ! gypsum plaster on one side. - -- 14 f, - It I ,) HOUR 1 e i. I 1 I`� 1 'Sheathing'.Installed with larg dimension of sheet(strength axis)or face grain et plywood parallel with or perpendicular 15 l.6 One 4'unit with Iwo cells in wall thickness.cored 22 percent maxirnsnn_ - - - 4 GA FILE NO.WP 3371 GENERIC A to studs-Vertical joints centered on studs.Horizontal gen%backed with nom 2 by 4 in.wood blocking.Attached to studs -. FIRE of wall 6d cement coated box nails spaced 6 in.OCperimeterpanels and 12 In,OC I 5-1-7 One 4'wilt cored 30 percent maximum with SJ,"vermiculite gypsum piaster on One side. -- I 41/ -_- ___ ,.. 1111116.Z...3 � � ����� A,L ....1111_11161� intenor studs along on exterior side withn s atof 5-1.8 One 4"unit cored 39 percent maximum with'/,"gypsum plaster on one side. -- I - I - 414 FIRE I 55.Mineral and Fiber Boards'-As an alternate La Item 5-Min 1/2 in.thick,4 ft wide sheathing,installed vertically F'" '----•--•---: ------ FIRE SIDE to studs.Verticaljoints centered on studs.lenrisontal Paints backed with nom 2 by 4 in.wood blocking.Attached to studs GYPSUM WALLBOARD,WOOD STUDS 1 (r»mhnifedJon exterior side of wall with 1-1/2 in,long galvanized roofing naffs spaced 6 in.D[at perimeter of panels and r2 in.OC One layer 5/8'type X gypsum wallboard or gypsum veneer base applied parallel l i I 0 O along Interior studs.As an option a weather resistive barrier may be applied over the Mineral and Fiber Boards. or al right angles to each Side of 2 x 4 wood Studs 16"O.C.staggered 8"O.C.on ) .ti. ; 1 '( 1 .' 6.Exterior Facings--Installed m accordance with the manufacturer's installation instructions.One of the fallowing /►w/ t Z x 6*mid plates with 6d coated nails, 1-718`'long, 0,0915`shank, 1/4"heads, ., ,,3 € HORIZONTAL SECTION exterior facings is to be aoplked over the sheathing; +> T c.Minimum 3-112"glass fiber bads,0.80 y f,woven in cavi[ ) A.Vinyl Siding-Molded Plastic•-Contoured rigid vinyl siding having a flame spread value0 !Dints staggered 24•on opposite sides.Horizontal bracing required at mid-height. of 20 or less. (LOAD-BEARING)8EARING) s See Molded Plastic(STAT)category in the Building Materials Directory " (i) • for names of manufacturers. -0. Thickness: 7-3I4" r`" v B.Particle Board Siding-hardboard exterior sidings including patterned panel or lap siding. Approx Weight: 8 psf • %,.4,._,..," C.Woad Structural Panel or Lap Siding-APA Rated Siding,Exterior,plywood,058 or 1 - composite panels with veneer faces and structural wood care,per PS 1 or APA Standard PRP-108, Fire Test: tat R4024, 14N8Q209(i, '\ I including textured,rough sawn,medium density overlay,brushed,grooved and lap siding. 6-16-14,UL Design 13340 y 1111 r 50und Test. NRCC T'L-93.225, " e `a L ,„,,,..,,,,....,,„x,,,,,, r 's'e's D.Cementitious Stucco-Portland cement or synthetic stucco systems with self-fumng metal �/1 RC-IR-761,3-98 Lx/'4• �;. J� J N�[ lath or adhesive base coat.Thickness from 3/8 to 3/4 in.,depending on system. Cirw5 .er'' '- • - '. E.Brick Veneer Any type In nom 4 in.wide brick veneer.When brick veneer is used,the 160 2014 OREGON STRUCTURAL SPECIALTY CODEwall .. .�a-� __ �'- _.... applicablex either TBrick veneer fastened with corrugated metal ---- (:,a.r a ae,a ice.All.Rt a1r15 RI:Sr-.srrD.1cfrt.[Q key inn N'xr,n.v,F h T.x}.1M i-+"+lie l renre.awns sl tri„[ ho lunhre=ryead•cixM e! j ! E / y r fir# - .. __, rating is with exposure one a ace e eer uga ed e 11�113LI11i� lllfill(rl�� ��•II �1LIe71� AWiwm•wiwnne ANY{VA['THOafLFDRrpg7ntf rr}xnRl IRIBLfIi)KhALI(L{Tl[F,OFTRFFFDF0.h1TpPZB[GIRALrAKt rHkln'f�SE • • ill. e f L+ISa[oaredfbrickover eatt ng o ri.14tud5withBly.d Oneinl per,air paces providedced betwtemore brickn Z • 1�^ sixth course of thick and max 32 In.OC honzontafly-One in,air space netween brick ArRI r.MFkr,AND yUBIrCf to k;n'rt..%'Li 7l€.Lil�in�ret sl Mit Hl tt.1'An FA f veneer and sheathing. � i i F.Exterior Insulation and Finish System(ETES)-Nom 1 in.Foamed Plastic*insulation sa ffff bearing the UL Classiticatien Marking,attached over sheathing and enished with coating system, n E 1 or Pattland cement or synthetic stucco systems,in accordance with manufacturer's instructions. . T GAW P3510 WI-3 f See Foamed Plastic(BRYX and CCVW)categories for names of Classified companies. i� I.Wood Studs-Nom 2 by 4 in.spaced 16 in.OC with two 2 by 4 in.top and one 2 by 4 in.bottom plates.Studs G.Siding-Aluminum or steel siding attached over sheathing to Studs, 2x INTERIOR BEARING WALL- 1 HR laterally-braced by wood structural panel sheathing(Rem 5).When Mineral and Fiber Boards*(Item SA)areCe considered as bracing for the studs,the load is restricted to 76%of allowable axial load.Walls effectively fire stopped at H.Fiber-Cement Siding-Fiber-cement exterior sidings including smooth and patterned panel top and bottom of wall. or lap siding. 2.Gypsum Board*-Any S/B in.thick UL Gassitied Gypsum Board that is eligible for use in Design Nos, r I.Wall and Partition Facings and Accessories+-Stone veneer is mortar bonded to a lath, 1 0 L501,6512 or U308.Nom 5/8 in.thick,4 ft wide,applied vertically and nailed to studs and bearing plates 7 in.OC with scratch coat and water resistant barrier applied to sheathing,installed in accordance with the fid cement-coated nails,1-7/8 in.long with 1(4 in.Mare head. manufacturers installation instructions,and meeting the requirements of local code agencies. v GA FILE NO. WP 3510 I I GENERIC1 1 HOUR I When Item 7A,7a,or 7C Steel FramingMambere=When Item 7,Steel Framing Members•,is used,gypsum panels attached to furring channels with 1 in.long Types bugle-headELDORADOELDORADO STONE OPERATIONS L L C--Type Eldorado Slane V FIRE !II steel screws spaced aced 12 in.OC. H ,is used,two layers of gypsum panels attached to furring channels. GYPSUM WALLBOARD,WOOD STUDS ---------- _ -- 6A,BuildingUnits*-As an alternate to Exterior FacingItem 6-Insulated steel panels,12 through 42 in.wide, CID CA One layer sin type X gypsum wallboard or gypsum veneer base applied parallel or at rightr Base layer attached to furring channels with i in,long type S bugle-head sEeel screws spaced]2 in.OC.Face layer Attached ovr sheath# th sou !,retainer Ni 9 attached to furring channels with 1-5/8 in.long Type 5 bugle head steel screws spaced 32 in.OC.All joins in face layers n9 g ps[0 studs or support steel with No.14 hex head set(-tapping screws located OM angles to each side of 2 x 4 wood studs 24"o c with 6d coated nails, 17/s"Ion ,13.0915" at each joint in the cpnceal¢d lip of the units and spaced in accordance with[he struttural design requi ements. O 99 staggered with ALL #n baseiaycrs. Iw/l Shank,V4'heads,7'o.c. w ACADIA DRYWALL SUPPLIES LTD f Wow Classification)-GKN%.825370 CENTRIA-Types Foemawall Dimension Series and Formative!!Graphix Series Joints staggered 24'on opposite sides.(LOAD-BEARING) 11 ~� i7: AMERICAN GYPSUM CO 5Vigw,tasslfisation)-CKNX.R14196 KINGSPAN INSULATED PANELS INC--Types 200,300,400,900,or KS series,2 through 6 in,thickness;CWP-V,H, 2 through 3 in.nominal thickness or Oenignwail 2000 or Designwalt 4000,2 and 3 in.nominal thickness_ O Thickness: 47/e" . I1 Approx.Weight: 7 psf BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO!View Classification!-CKNX.R19374CI I Fire Test: UL R3501.47,-48,9-17-65, 7.Steel Framing Members*-(Optional,Not Shown)•-•Furring Channels and Steel Framing Members as described r'1 UL Design U309: below' Ci^ UL R1319-129,7.22-70, CERTAINTEEO GYPSUM INC(View Classification)-CKNX.R3660 a.Furring Channels-formed of No.25 MSG gals steel.2-9/16 in.or 2.23/32 In.wide by 7/8 V J UL Desin U314 in.deep,spaced 24 in.OC perpendicular to studs.Channels secured to studs as described in Item 9 b.Ends of adjoining channels are overlapped 6 in.and tied together with double strand of No.16 r Sound Test; NGC 2404, 10-14-70 V SWG gals steel wire near each end of overlap.Asan alternate,ends of adjoining channels may be CGC INC ew ClassrrycationCe \J J / 1-CKNX.R19751 overlapped 6 in.and secured together with two self-tapping t'S framing screws,min.7/16 in.long at the midpoint of the overlap,with ore screw on each flange of the channel.Gypsum board O attached to furring channels as described in Item 2. CONTINENTAL BUILDING PRODUCTS OPERATING CO,L L C JView Classifrcationl-CKNX.R18482 b-Steel Framing Members"-Used to attach furring channels(Item 75)to studs.pips spaced O 48 in.DC.,and secured to studs with No.8 x 2-1/2 in.coarse drywall screw through the center grommet,Furring channels are friction fitted into clips.RSIC-1 rip,far use with 2-9/16 in.wide O GEORGIA-PACIFIC GYPSUM L L C jV yew Classilirar,on;-CKNX-R2717 Furring channels.RSIC-!(7.75)Clip for use with 2-23/32 in_wide furring channels. C.PAC INTERNATIONAL L L C-Types RSIC-1,RSIC-1(2.75). V LOADMASTER SYSTEMS INC iVeew Classification)-CKNX.R11809 Or O 7A.Steel Framing Members'-(Optional,Not Shown)-Furring channels and Steel Framing Members as described below: NATIONAL GYPSUM CO(View Classification)-CKNX.R3501 a Furring Channels-Formed of No.25 MSG gale steel,spaced 24 in.OC perpendicular to C1 studs.Channels secured to studs as described in Item b.Ends of adiaining channels are `,J GAWP 3820 < WI-6 > PABCO BUILDING PRODUCTS L L C,DBA PASCO GYPSUM rV rw riA.ACPITinh 1-CKNX.57094 overlapped 6 in.and tied together with double strand of No.18 SWG galsteel wire near each end of overlap.Two layers of gypsum board attached to furring channels as described in Item 2. • 00 FIRE BARRIER-2 HR b.Steel Framing Members=-Used to attach furring channels(Item Ma)to Interior side of PANEL REY S A(View CiassirirMian)-CKNX.R21796 studs.eerie spaced 48 in.OC.,and secured to studs with two No.8 x 2-1/2 its,coarse drywall screws,one through the hole at each end of the clip.Furring channels are friction fitted Into clips. KINETICS NOISE CONTROL INC-Type Isomax, ��1� f� Cp�t■� i•� SIAM GYPSUM INDUSTRY(SARABURI)CO LTD[View Classification)-CKNX.R19262 WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED /0 Steel Framing Members•-(Optional,Not Shown)-furring channels and Steel Framing Members as described THAI GYPSUM PRODUCTS PCL i edee Claseei cation)--CKNX,R27517 below: GA FILE NO.WP 3820 GENERIC HOURt a.Furring Channels-formed of No.25 MSG gale steel.2-3/6 in.wide by 7/8 11.deep,spaced Ili FIRE 24 in,OC perpendicular to studs.Channels secured to studs as described in Item b.Ends of GYPSUM WALLBOARD,WOOD STUDS adjoining channels are overlapped 6 in and tied together with double strand of No.18 SWG gals steel wire near each end of overlap.As an alternate,ends of adjoining channels may be Base leytlr 51&•type X gypsum wallboard or gypsum veneer base applied at right •- .s overlapped 6 in.and secured together with two selF-tappeng x6 framing screws,min,7/16 in,long angles to each side of double row of 2 x 4 wood studs 16"o C.C4)separate plates 1" UNITED STATES GYPSUM CO(View Plasrifiratinn)-CKNX,R1319 at the midpoint of the overlap,with one screw on each flange tzf the channel-Gypsum board apart with rid coated nails,1 7/13"long,0.085"shank-1/4'Beads,24"o.C-face layer attached to furring channels as described in Item 2. 516"type X gypsum wallboard or gypsum veneer lease applied at right angles to each side with 8d coated nails,2 318"long,0.100"shard[,1/4"huts,8"o.c. USG MEXICO 5 A DE C V!View Classihcationl,-CKNX.R16089 •- - b.Steal Framing Members Used to attach furring channels(Item a)to studs.Clips spaced 48 in.OC.Genie clips secured to studs with No.8 x 1-1/2 in,coarse drywall screw through the Joints staggered 16"each layer and side.Sound tested with 3 1/2'glass fiber Insulation - N , ��� } center holt.Furring channels are friction fitted into clips. YhYhYh 75 Gypsum Board'-(As an alternate to Item 2,Not Shown)-Any 5/8 in.thick 4 ft wide gypsum panels that are stapled to studs iii stud spaces on one side and with nails for base layer spaced 8'0.0. Neligible for use in Design Nos,L501,G512 or U305,supplied by the Classified Companies listed below shown in the PLITEQ INC-Type Genie Clip Horizontal bracing sequined at rnid-height..(LOAD-BEARING) ( Gypsum Board•(CKNX)category.Applied vertically and attached to studs and bearing plates with 1-1/4 in.long Type 1V coarse thread gypsum panel steel screws Spaced a max 6 in,OC,with last screw 1 in.from edge of board. COC INC 7C.Steel Framing Members',-(Optional,Not Shown)-Furring channels arid Steel Framing Members as described below UNITED STATES GYPSUM CO Thickness 10 314• a.Furring Channels-Formed of No.25 MSG gale steel.Spaced 74 in.OC perpendicular to USG MEXICO S A DE C Si studs.Channels secured to studs as described in Item b.Ends of adjoining channels overlapped 6 ApprcCx_Weight: 13!� in.and secured together with four self-tapping No,8x112 Self Drilling screws(2 per side 1 i.n,and Fire Test See WP 4135 28.Gypsum Board'-(As an alternate to Item 2,Not Shown)-5/e in.thick 4 ft wide gypsum panels applied vertically 4 in.from overlap edge).Gypsum board attached to furring channels as described in Item 2.Side (FM WP 360,9-27-741 • _ and attached to studs and bearing plates with 1-1/4 in.long Type W masse thread gypsum panel steel screws spaced a joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips-Type max 8 in,OC,with last screw I in.from edge of board- A237R located approximately 2 in-from each end of length of channel.Both Gypsum Boards at Sound Test: NGC 3056.4-7.70 • side joints fastened into channel with screws spaced 6 in.DC,approximately 1/2 in.from joint ACADIA DRYWALL SUPPLIES LTD-Type X,5/8 Type X,Type$fueglass Exterior Sheathing edge. b.Steel Framing Members"-Used to attach furring channels(Item 7Ca)to studs.Clips AMERICAN GYPSUM CO•-1 ype5 AGX-1,M-Glass,AG-C spaced 16 in.OC,and secured to studs with No.10 x 2-1/2 in.coarse drywall screw through the Center hole.Furring channels are Friction fitted into clips. STUOCO BUILDING SYSTEMS-RESILMOUNT Sound Isolation Clips-Type 5237R CERTAINTEED GYPSUM INC---Type C,Type X or Type X-1 8-Non-Bearing Wall Partition Intersection-(Optional)-Two nominal 2 by 4 ine stud or nominal 2 by 6 fn,stud GEORGIA-PACIFIC GYPSUM L I C-Types X,Veneer Plaster Base-Type X,Water Rated-Type X,Sheathing Type-X, nailed together with two Sin.long 14d nails Spaced a max.16 in,OC.vertically and fastened to one side of the minimum Soffit-Type(,Type x Com{ortGuard Sound Deadening Gypsum Board, 2 by 4 in.stud with 3 in,long 104 nails spaced a max Its in.OC.vertically.Intersection between partition wood studs to be flush with the 2 by 4 in,studs.The wait partition wood studs are to be framed by with a second 2 by 4 in.wood stud fastened with 3 in.long 10d nails Spaced a max, 16 in.DC.vertically.Maximum one non-bearing wall partition intersection per stud cavity.Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the PABCO BUILDING PRODUCTS L L C,DEA PABCO GYPSUM-Types PG-11,PGS-wRS. bearing wall. •Indicates suds products shall bear the UL or cUL Certification Mark for jurisdiction employing the UL or cLIL Certification THAI GYPSUM PRODUCTS PCL-Type C or Type X (such as Canada),respectively. SEp 2 Last Undated on 2017-05-10 f r}O! 2C.Gypsum Board*-(As an alternate to Item 2,Not Shown)-For Use with item SA only-5/8 in.thick 4 ft wide �•• gypsum panels applied horizontally arid • Y attached to studs and bearing plates with 1-1/4 in.long Type W coarse thread questions? Print t1;+s Wane Terms of i lcn pant Tnfl +{-D +, t, gypsum panel 5tee1 screws spaced a max 8 in.OC,with last screws 1 in.and 4 in.from edges of board.Finish Rating is 25 min. rt;2017 UL LLC tillt� ACADIA DRYWALL SUPPLIES LTD-5/8 Type X,Type Blueglass Ertterfor Sheathing • The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured Ay I AUL LV .1 under UL's Follow-Up Service.Only those products bearing the UL Marie should be considered to be Certified and covered under UL's Follow-Up • Service.Always look for the Mark on the product. t+ GEORGIA-PACIFIC GYPSUM L L C-Type X,Veneer Plaster Base-Type X,Water Rated-Type X,Sheathing Type-X, w C • II P s, Soffit-Type x Ul permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: I.The Guide Information,Assemblies,Constructions,Designs,Systems,and/or Certifications(files)must be presented In their entirety and in a non- w/ misleading manner,without any manipulation of the data(or drawings).2.The statement'Reprinted from the Online Certifications Directory with Ili permission from UL"must appear adjacent to the extracted material.In addition,the reprinted material must include a copyright notice in the PABCO BUILDING PRODUCTS L L C,DEA PABCO GYPSUM Types PG-11,PGS-WRS following format:"'e:7017 IL LLC". • D ' R_ CO e _-7 2D.Gypsum Boards-(As an alternate to Item 2)-Not to be used with item 7.5/8 in.thick,4 ft.wide,paper 33Osurfaced,applied vertically only and fastened to the studs and plates with 6d cement coated nails 1.7/B in.long,0.3915 • f <in.shank diem and 1/4 in.diem heads,7 in,OC. I �J *NATIONAL GYPSUM CO--SoundBreak XP Type X Gypsum Board 4 0 2E Gypsum Boards-(As an alternate to Items 2 through 2D)-Nominal 5/8 in,thick,4 ft wide panels,secured as described in Item 2. No. Date Issue PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM-Type QuietRock ES. 1 06.27.17 PHASED PERMIT-FOUND. 2 09.28.17 FULL PERMIT SET 2F.Gypsum Board"-(Ac an alternate to Item 2)-Nat to be used with item 7,5/8 in.thick,4 It wide,paper - surfaced,applied vertically or horizontally and fastened to the studs and plates with 1-1/4 in.long Type W coarse thread I 2' gypsum panel steel screws spaced a max 8 in,OC,with last screw 1 in.from edge of board. c in CERTAINTEED GYPSUM INC-Type SilentFX m '5 c y n a P R • _m Project Architect 0 PRC Project Designer JBNNC/JN J m Date 09/28/17 0 Cs N 0 Job Number 216058 0 cv a N_ Drawn By CW/JO/WC d' Checked By JBiWC N- Title xi- O FIRE RATED ASSEMBLIES N I- I Sheet Number Ul IY >- 0- AO-5. - AO-5. 1 0 UO UL 301 < wigFIRE BARRIER-1 HR �® I ®l KEPHART (20 ONLINE CERTIFICATIONS DIRECTORY 47,Gypsum Board*—(As an alternate to Items 4)—For Dkect Application to Studs Only-For use as the base layer or community pfenning architecture as the face layer.Nom 5/8 in.thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically,- 2555 WALNUT STREET Design No. U301 Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs.Wallboard secured to studs DENVER,COLORADO 80205 BXUY.U301 with 1.5/8 in.long Type W coarse thread gypsum panel steel screws spaced 8 in.OC at perimeter and in the field when applied as the base layer.When applied as the face layer screw length to be increased to 2-1/2 In.Lead batten strips ww'w.kephart.COtn Fire Resistance Ratings-ANSI/UL 263 required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations.Lead batten Page Bottom strips,min 2 in.wide,max 10 ft long with a max thickness of 0.140 In.placed on the face of studs and attached to the stud with two 1 In.long Type S-8 pan head steel screws,one at the top of the strip and one at the bottom Of the strip. . - - - Lead discs,max 5/16 in.diam by max 0.140 in.thick.compression fitted or adhered over the screw heads.Lead batten strips and discs to have a purity of 99.5%meeting the Federal specification QQ-L-201,Grades"B,C or Cr.Fasteners for Design/System/Construction/Assembly Usage Disclaimer face layer gypsum panels(Items 4,4A or 4B)when installed over lead backed board to be min 2-1/2 in.Type 5-12 bugle head steel screws spaced-as described in Item 4, • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the Installation and use of UL MAYCO INDUSTRIES INC—"X-Ray Shielded Gypsum" Certified products,equipment,system,devices,and materials. -• Authorities Having Jurisdiction should be consulted before construction. . Fire resistance assemblies and products are developed by the design submitter and have been.lnvestigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. 4K.Gypsum Board•—For use with Item 7—5/8 M.thick,two layers applied vertically.Inner layer attached to resilient • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product channels with 1 in.long steel screws spaced 8 in.OC.Outer layer attached to resilient channels over Inner layer with manufacturer noted for the design.Users of fire resistance assemblies are advised to consult the general Guide Information for each 1-5/8 In.long steel screws spaced 8 in.OC,All joints In face layers staggered with}ants In base layers,Joints of each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate base layer offset with joints of base layer on opposite side.Insulation,Items 8 or 9 is required. methods of construction. . Only products which bear UL's Mark are considered Certified, AMERICAN GYPSUM CO—Types AGX-1,M-Glass,AG-C,AGX-11 BXUV-Fire Resistance Ratings -ANSI/UL 263 4L Gypsum Board•—(As an alternate to Items 4)—for Direct Application to Studs Only-Fa use as the base layer or as the face layer.Nom 5/8 In,thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically, Vertical}ants centered over studs and staggered min 1 stud cavity on opposite sides of studs.Wallboard secured to studs BXUV7 - Fire Resistance Ratings- CAN/ULC-5101 Certified for Canada with 1-5/8 M.long Type W coarse thread gypsum panel steel screws spaced 8 In.OC at perimeter and in the field when applied as the base layer.When applied as the face layer screw length to be increased to 2-1/2 In.Lead batten strips -ie • r a,i, ,, r, a --s-_, , - • - 1 , required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations.Lead batten strips,min 2 in.wide,max B ft long with a max thickness of 0.14 in,placed on the face of studs and attached to the stud See General Information for Fire Resistance Retinas-CAN/ULC-S101.Certified for Canaria, with construction adhesive and two 1 In,long Type S-12 pan head steel screws,one at the top of the strip and one at the bottom or the strip.Lead discs,nominal 3/8 in.diem by max 0.085 in.thick.compression fitted or adhered over the -—-- Design No. U301 screw heads.Lead batten strips and discs to have a purity of 99.9%meeting the Federal specification QQ-L-201f,Grade "C,Fasteners for face layer gypsum panels(Items 4,4,4 or 4B)when installed aver lead backed board to be min 2-1/2 Apra 14,2017 in.Type S-12 bugle head steel screws spaced as described In Item 4. Bearing Wall Rating—2 Hr. RADIATION PROTECTION PRODUCTS INC—Type RPP-Lead Lined Drywall Finish Rating—66 Min. 414.Gypsum Board*—(As an alternate to Rem 4)—5/8 In.thick,4 ft.wide,two layers applied vertically with vertical This design was evaluated using a load design method other than the Limit States Design Method(e.g.,Working Stress Design joints centered over studs and staggered one stud cavity on opposite sides of studs.Secured as described in Item 4, Method).For jurisdictions employing the Limit States Design Method,such as Canada,a toad restriction factor shall be used—Sae Guide D%UV or DXUV7 CERTAINTEED GYPSUM INC—5/8"Easi-Ute Type X •Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada),respectively. 4N.Gypsum Board*—(As art alternate to 5/8 in.Type FSW in items 4 or 41)—Nam.5/16 in.thick gypsum panels applied vertically or horizontally.Two layers of 5/16 in.for every single laver of 5i8 In,gypsum board described in Item 4 ,l a 0,^- _ _ a Q�- _; or 41.Horizontal joints on the same side need not be staggered.Inner Payer of each double 5/16 in.layer attached with tr b fasteners,as described in item 4 or 4!,spaced 24 in.OC.Outer layer of each double 5/16 in.layer attached per Item 4 or 1 1 4t. . - ,.. • . .i NATIONAL GYPSUM CO—Type FSW 1 i l i i 1 40.Wall and Partition Facings and Accessories*—(As an alternate to items 4 through 4N)—Nominal 5/8 in.thick, •...../' I �, ' 4 ft wide panels,applied vertically and secured as described In Item 4. . I i PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM—Type QuietROCk 527 �, . x t t 4P,Gypsum Board*—(As an alternate to Item 4)—5/8 in,thick,two layers applied tether horizontally or vertically, Na\ �.A�� 2 x 4$ f iiestappea Inner layer attached to studs with 1-1/4 in.long Type W steel screws spaced 10 in.OC with the last two screws 4 and 1 1"f t �L In.from the edges of the board,Outer layer attached to studs over inner layer with 1-7/8 In.long Type W steel screws co ,, , �••/ spaced 10 in.OC offset 5 In.from base layer with the last two screws 4 and 1 in.from the edges of the board.Vertical 1.Nailheads—Exposed or covered with Joint compound- joints located over studs.Vertical and horizontal joints between Inner and outer layers staggered.Outer layer joints covered with joint tape and compound,screwheads covered with Joint compound.When used in widths other than 48 in., 2.Joints--Exposed joints covered with joint compound and paper tape.joint compound and paper tape may be omitted gypsum panels are to be Installed horizontally, when square edge boards are used,As an alternate,nom 3/32 in.thick gypsum veneer plaster may De applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. CONTINENTAL BUILDING PRODUCTS OPERATING CO,L L C—Type LGFCSA,Type LGFC2A,Type LGFC-C/A,Type LGFC-WD,Type LGU.X I= (T21 3.Nails—6d cement coated nails 1-7/8 in.long,0.0915 in.shank diem,1/4 In.diam heads,and 8d cement coated nails 2-3/8 in.long,0.113 in.shank diam,9/32 in.diem heads. .a 4.Gypsum Board*—5/8 in,thick,two layers applied either horizontally or vertically.Inner layer attached to studs with 4Q.Gypsum Board'—(As an alternate to Item 4.For use with Item 13)—Any 5/8 in.thick,4 ft.wide,Gypsum Board the 1-7/8 In,nails spaced 6 in.OC.Outer layer attached to studs over Inner layer with the 2.3/8 in,long nails spaced 8 UL Classified for Fire Resistance(CKNX)eligible for use in Design Nos.U305 and L501 or G512.Two layers,applied either in.OC.Vertical Joints located over studs.All joints in face layers staggered with joints in base layers.Joints of each base horizontally or vertically,and screwed to studs with 1-5/8 in.long Type W coarse thread steel screws at 8 In.OC at layer offset with joints of base layer on opposite side perimeter and In the field with the last two screws 4 and 3/4 in,from the edges of the board when applied as the base layer.ForW the faceld Iscrew to be increased to lir.All joints in fach layers yggered with joints in base layers.When used In widths other than 48 in„gypsum panels are to be installed horizontally. LI" ,J///''J��� When used in widths ether than 48 in.,gypsum board to be installed honzontaly. , . When Steel Framing Members*(Items 6 or 6A)are used,base layer attached to furring 5.Molded Plastic*—Not Shown,Optional—Solid vinyl siding mechanically secured over the outer layer to framing - oesee I ' ) channels with 1 In,long Type S bugle-head steel screws spaced max 24 in.OC;face layer members in accordance with manufacturer's recommended Installation details. `/ attached with 1-5/8 In.long Type S bugle-head steel screws spaced max 12 In.OC. AL5108,DIV OF ASSOCIATED MATERIALS INC H SI ACADIA DRYWALL SUPPLIES LTD—Type X,5/8 Type X,Moisture Resistant Type X.Gypsum GENTEK BUILDING PRODUCTS LTD Sheathing Type X,Mold&Mildew Resistant Type X and Mold 6 Mildew Resistant AR Type X,Type // Blueglass Exterior Sheathing VYTEC CORP I H 6.Steel Framing Members*—(Optional,Not Shown)—Furring channels and Steel Framing Members as describedea AMERICAN GYPSUM CO—Types AGX-1,M-Glass,AG-C,AGX-11 below; A.Furring Channels—Formed of No.25 MSG gals steel.2-9/16 In,or 2-23/32 in.wide by 7/8 W ..In.deep,spaced 24 in.OC perpendicular to studs.Channels secured to studs as described in Item BEI]ING NEW BUILDING MATERIALS PUBLIC LTD CO—Type DBX-1 b.Ends of adjoining channels are overlapped 6 In.and tied together with double strand of No.18 yT SWG gale steel wire near each end of overlap.As an alternate,ends of adjoining channels may be Overlapped 6 in.and secured together with two self-tapping#6 framing screws,min.7/16 in,hong i at the midpoint of the overlap,with one screw on each flange of the channel.Wallboard attached f s C.) CERTAINTEED GYPSUM INC—Types 1,FRPC,EGRG,GlasRoc,Type C,Type X,Type X-1 to furring channels as described in Item 4, B.Steel Framing Members*—Used to attach furring channels(Item 6a)to studs.Clips spaced < ' ` 48 In,DC.,and secured to studs with No,8 x 2-1/2 in.coarse drywall screw through the center V CGC INC—Types AR,C,IP-AR,iP-Xl,IP-X2,iPC-AR,SCX,SHX,111X,USGX,WRC,WRX grommet.Fumng channels are friction fitted into dips,RSIC-1 clip for use with 2-9/16 in.wide r , furring channels.RSIC-1(2.75)clip for use with 2-23/32 In.wide furring channels. irl••CA ��. CONTINENTAL BUILDING PRODUCTS OPERATING CO,L L C—Types LGFC2A,LGFC6A, PAC INTERNATIONAL I.L C—Types RSIC-1,RSIC-I(2,75) ^ v J LGFC•C/A,LGFC-WD,LGLLX V SA.Steel Framing Members*—(Optional,Not Shown)—Fulling channels and Steel Framing Members as described - "VII'\ /' below: GEORGIA-PACIFIC GYPSUM L L C—Types 5,6,9,C,DAP,DO,DA,DAPC,DGG,DS,GPF56- �•� LS,TO-C,Type X,Veneer Plaster Base-Type X,Water Rated-Type X,Sheathing Type-X,Soffit- A.Furring Channels—Formed of No.25 MSG gale steel.Spaced 24 In.OC perpendicular to Type X,GreenGlass Type X,Type LWX,Veneer Plaster Base-Type LWX,Water Rated-Type LWX, studs.Channels secured to studs as described in Item b.Ends of adjoining channels overlapped 6 7 Sheathing Type-LWX,soffit-Type LWX,Type DGLW,Water Rated-Type OGLW,Sheathing Type- in.and secured together with four self-tapping No.8x1/2 Self Drilling screws(2 per side 1 in.and DGLW,Soffit-Type DGLW,Type LW2X,Veneer Plaster Base-Type LW2X,Water Rated-Type 4 in.from overlap edge).Gypsum board attached to furring channels as described In Item 4.Side 0 LW2X,Sheathing-Type LW2X,Soffit-Type LW2X,Type DGL2W,Water Rated-Type 13GL2W, joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips-Type Sheathing-Type 13611W A237R located approximately 2 In.from each end of length of channel.Both Gypsum Boards at side joints fastened Into channel with screws spaced 8 In.OC,approximately 1/2 in.from Joint edge. 1:::::1r^ NATIONAL GYPSUM CO—Types eXP-C,FSK,FSK-C,FSK-G,FSW,FSW-3,FSW-5,FSW-6, Pi B.Steel Framing Members'—Used to attach furring channels(Item SAa)to studs.Clips �,/ FSW-8,FSW-C,FSW-G,FSMR-C,FSL spaced 16 in.OC,and secured to studs with No.10 x 2-1/2 tin,coarse drywall screw through the center hale.Furring channels are friction fitted into clips. Cep Ci)PABCO BUILDING PRODUCTS L L C,DBA PASCO GYPSUM—Types C,PG-2,PG-3,PG-3W, STUDCO BUILDING SYSTEMS—RESILMWNT Sound Isolation Clips-Type A237R ` PG-4,PG-5,PG-5W,PG-SWS,PG-9,PG-Il,PG-C or PGS•WRS O 7.Fusing Channel—Optional—Not Shown—For use on one side of the wail with item 4K—Resilient channels,25 O PANEL REY S A—Types PRC,PRC2,PRX,RHX,MDX,ETX,GREX MSG gate steel,spaced vertically 24 In.OC,flange portion screw attached to one side of studs with 1-1/4 in,long diamond shaped paint,double lead Phillips head steel screws-When resilient Channels are used,insulation,Item B or 9 Is Cr)< required. SIAM GYPSUM INDUSTRY(SARABURI)CO LTD—Type EX-1 8.Batts and Blankets*—Required for use with resilient channels,Item 7,min.3 in-thick mineral wool baits,placed to C\ fill interior of wall,attached to the nom 4 in.face of the studs with staples placed 24 In.OC. l ROXUL INC—Type SAFEnSOUND 1119 THAI GYPSUM PRODUCTS PCL—Type C or Type X O THERMAFIBER INC—Type SAFE- O UNITED STATES GYPSUM CO—Types AR,C,FRX-G,[P-All.IP-X1,IP-X2,IPC-AR,SCX,SHX, C `r ULIX,ULX,USGX,WRC,WRX 00 9.Batts and Blankets*—(As an alternate to]tem 8)—min.3 in.thick glass Aber hafts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance,fiction-fitted to fill the stud cavities,See Batts and Blankets(BKNV USG BORAL ZAWAWI DRYWALL L t.C SFZ—Types C,SCX or BZ37)Categories for names of Classified companies. 9A.Fiber,Sprayed*—(Optional)—As an alternate to Batts and Blankets(Item 8),Required for use with resilient channels,Item 7,Not for use with Item 6,or 6A.—Spray applied mineral wool insulation.The fiber is applied with water USG MEXICO S A DE C V—Types AR,C,iP-AR,IP-X1,IP-X2,IPC-AR,SCX,SHX,ULX,USGX, to completely fill the enclosed cavity In accordance with the application instructions supplied with the product.See Fiber, WRC,WRX Sprayed(CCAZ). AMERICAN ROCKWOOL MANUFACTURING,LLC—Type Rockwool 4A,Gypsum Board —(As an alternate to Item 4)—Nom 3/4 In.thick,Installed as described in Item 4, CGC INC—Types AR,IP-AR 10.Wall and Partition Facings and Accessories*—(Optional,Not Shown)—Nominal 1/2 in.thick,4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly.Panels attached In accordance with manufacturer's recommendations.When the QR-500 or QR-510 panel is installed between the wood framing and the UL UNITED STATES GYPSUM CO—Types AR,IP-AR Classified gypsum board,the required UL Classified gypsum board layer(s)Is/are to be installed as Indicated as to fastener type and spacing,except that the required fastener length shall be increased by a minimum of 1/2 in,Not evaluated or Intended as a substitute for the required layer(s)of UL Classified Gypsum Board. USG MEXICO S A DEC V—Types AR,IP-AR PABCO BUILDING PRODUCTS L L C,DBA PASCO GYPSUM—Type QuietRock QR-500 or QR-5l0 11.Cementitioua Backer Unita.—(Optional Item Not Shown—For Use On Face Of 2 Hr Systems With A11 Standard Items Required)—7/1.6 In.,1/2 In.,5/8 in,,3/4 in.or 1 In.thick,min.32 In.wide,Applied vertkaNy with vertical joints ' 48.Gypsum Board*—(As an alternate to Items 4 and 4.4)—5/8 In.thick,2 ft wide,tongue and groove edge,applied centered over studs.Face layer fastened over gypsum board to studs and runners with cement board screws of adequate horizontally as the outer layer to one side of the assembly.Secured as described in Item 4.Joint covering(Item 2)not length to penetrate stud by a minimum of 3/8 In,for steel framing members,and a minimum of 3/4 in.for wood framing required. members spaced a mos of B in.OC. CGC INC—Type SI-IX NATIONAL GYPSUM CO—Type DuraBacker,PermaBase,DuraBacker Plus,or PermaBase Plus UNITED STATES GYPSUM CO—Type Silk 12_Wall and Partition Facings and Accessories*—(Optional,Net Shown)-When the Wail Assembly is used as an External Wall,on the External side of the wall one of the following Wall and Partition and Facing Accessories may be used, refer to items(A)to(C)below. USG MEXICO 5 A DE C V—Type Sint A.Non Insulated system with metal channels—Install moisture barrier over the Gypsum Board Item 4 and Install Acry Metal Channels vertically at a horizontal spacing not greater than 24 Inches OC.,over the moisture barrier.Acry Metal Channels attached through the moisture barrier 4C.Gypsum Board•—(As an alternate to Items 4,4A or 48—Not Shown)—For Pirect Application to Studs Only-For and the GypsumBoard to the WC.Installd Studsusing fastenersaiAcry Metald by tie mels using 1-er and use on one or both sides of the wall as the base layer or one or both sides of the wall as the face layer.Nom 5/8 in.thick fastenersorospacedtt and s teln. screws AcrytecePanels on Acryof24 acheChanOC on i•ith long Ye corrosion coated stainless steel spaced at a max spacing inches OC,along with lead backed gypsum panels with beveled,square or tapered edges,applied vertically.Vertical joints centered over studs manufacturers approved adhesive(3M 540 or Tremco Vulcum 116).Adhesive to be applied in a and staggered min 1 stud cavity on opposite sides of studs.Wallboard secured to studs with 1-5/8 in.long Type W coarse zigzag pattern along thread gypsum panel Steel screws spaced 8 In.OC at perimeter and in the field when applied as the base layer.When applied as the face layer screw length to be increased to 2.1/2 in.Lead batten strips required behind vertical joints N pm compressed poleverylchannel, loam sealant. Joint treatment in between panels shall be Tremor Nlmotl 600 lead backed gypsum wallboard and optional at remaining stud locations.Lead batten strips,min 1.1/2 in.wide,max 10 ft B.Insulated system with metal channels—Install moisture barrier over the Gypsum Board long with a max thickness of 0.125 In.placed on the face of studs and attached to the stud with two 1 in.long Type 5-1.2 Item 4.Install galvanized Z girt channels specified by the manufacturer over the moisture barrier pan head steel screws,F4j,one at the tap of the strip and one at the bottom of the strip.Lead discs or tabs may be used and the Gypsum Board Item 4.2 girt channels to be Installed horizontally at a max,spacing of in lieu of or in addition to the lead batten strips or optional at other locations.Max 3/4 in,diam by max 0.125 in.thick 24'OC.Z girt channels attached through the Gypsum Board and the moisture banier to the wood lead discs compression fitted or adhered over steel screw heads or max 1/2 In,by 1-1/4 In.by max 0,125 In.thick lead studs with screws provided by the manufacturer ata max spacing of 24 Inches OC.Install mineral tabs placed on gypsum boards underneath screw locations prior to the installation of the screws.Lead batten strips to wool Insulation between the Z gets.Maximum thickness of mineral wool insulation not to exceed 6 have a purity of 99-9%meeting the Federal specification QQ-L-201f,Grade C.Fasteners for face layer gypsum panels In,As per manufacturer's instructions install Acry Metal Channels vertically over the Z girts at a (Items 4,4A or 48)when installed over lead backed board to be min 2-1/2 in.Type S-12 bugle head steel screws spaced max horizontal spacing of 24 in,OC.Acrytec Panels Installed on Acry channel with 1-1/4"long as described in item 4. corrosion coated stainless steel screws at a max spacing of 24 In.OC,along with manufacturers approved adhesive(3M 540 or Tremco Vulcum 116).Adhesive to be applied in a zigzag pattern RAY-BAR ENGINEERING CORP—Type RB-LBG, along every channel.Joint treatment in between panels to be Tremco Mimed 600 pre compressed poleurethane foam sealant. 40,Gypsum Board*—As an Alternate to Item 4—5/8 in,thick applied either horizontally or vertically.Inner layers C.Non insulated wood strapping system—install moisture barrier over the Gypsum Board 'T) fastened to framing with 1-1/4 in.long Type W coarse thread gypsum panel steel screws spaced a max 8 in.OC,with last Item 4 and Installverthe 1'x 3'wood strapping vertically at a horizontal spacing not greater than 24 i �j+' 4141,,,iii1C7.screw 1 M.from edge of board-Outer layers fastened to framing with 1.7/8 in.long Type W coarse thread gypsum panelIncthes OC.,over moisture barrier.i"x 3"wood strapping attached through the moisture �,tz[�'1'steel screws spaced a max 8 in.DC,with last screw 1 in,from edge of board.When used in widths other than 48 in., banter and the Gypsum Board to the Woad studs using fasteners specified by the manufacturergypsum board to be Installed horizontally.An Joints lin ilia foyers staggered with Joints In lase layers.Joints of each base and fasteners spaced max„24 in,OC.dAstairs Panels to be installed on the 1"x 3"wood strapping using manufacturers approved stainless steel fasteners spaced at maximum 24 inches layer offset with joints of base layer pn apposite side, OC along with Tremco Vulcum 116 adhesive applied in a zigzag pattern along every wood strap. U� -AMERICAN GYPSUM CO—Types AGX-1,M-Glass,AG-C hint treatment in between panels to be Tremco!limed 600 pre compressed polyurethane foam ���r,,JJ _ I /1sealant- �rT] PBE AA// `�`D,Insulated Wood StraDDing System—install rrgisture barrier over the Gypsum 8oam Itemr'n`-1) ii4E,Gypsum Board*—(As an alternate to Items 4 through 40)—5/8 in.thick,4 ft.wide,paper surfaced applied 4.install Extruded Polystyrene Insulation over moisture barrier and the Gypsum Board Item 4, 1 !1vertically and secured as described In Item 4, max thickness of insulation not to exceed 4 Inches.Install 1'x 3"wood strapping vertically ata Co • horizontal spacing not greater than 24 inches OC.Wood strapping attached through the GEORGIA-PACIFIC GYPSUM L L C—Type:X ComfortGuard Sound Deadening Gypsum Board Insulation,the Gypsum Board and moisture barrier to the Wood Studs using fasteners specHbed by V �+the manufacturer and fasteners spaced max.24 in,OC.Acrytec Panels to be installed over the il wood strapping using manufacturers approved stainless steel fasteners ata max spacing of 24 in, _ s. VO4F.Gypsum Board*—(AS an alternate to Item 4)—Not to be used with item 6.S/8 in.thick,4 fL wide,paper OC and rtInTrebeco Vulcum rel ao be ire applied in a zigzag pattern along every wood strap.Jointsurfaced,applied verrd*—lly and secured as desmbed In Item 4. treatment in between panels to be Tremco filmed 600 pre compressed polyurethane foam sealant, ,�J �! citi— NATIONAL GYPSUM CO—SoundBreak XP Type X Gypsum Board ACRYTEC PANEL INDUSTRIES—Nominal 5/8 Inch[hick Acrytec Parol. YYl OF o 4G.Gypsum Board•—(As an alternate to Items 4 through 4F) Nominal 5 8 in.thick,4 ft widepanels,a 13,Foamed Plastic*—(Optional-For use with Item 4Q)—Spray applied,foamed plastic Insulation,at any thickness SEP 2 8 2011 lid Ype 4 — / pplied from partial fill to completely filling stud cavity. vertically and secured as described In Item 4. PABCO BUILDING PRODUCTS I.L C,DBA PABCO GYPSUM—Types QuietApck ES SES Walls.SFOAM INC—SES 2 lb.Spray Foam and Sucraseal 0.5 lb.Spray Foam.For use In Bearing and Non-Load Bearing Nd I Date Issue 1 106.27.17 PHASED PERMIT-FOUND. 414.Gypsum Board*—(As an alternate to Item 4)—Not to be used with item 6.5/8 in.thick,4 ft.wide,paper *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or CUL CertifIcation 2 09.28.17 FULL PERMIT SET surfaced,applied vertically or horizontally and secured as described In Item 4, (such as Canada),respectively. CERTAINTEED GYPSUM INC--Type SilentFX jest trodgree on 2017-04-14 Ic 4I.Gypsum Board*—(As an alternate to Item 4)—5/8 In.thick,two layers applied either horizontally Or vertically. Questions? Print this pace Terms of Use pane Too Inner layer attached to studs with 1-1/4 in.long Type W steel screws spaced B in.OC.Outer layer attached to studs over inner layer with 2 in.long Type W steel screws spaced 8 in.OC offset 6 in.from base layer.Vertical joints located over �l Si• Vertical and horizontal joints between inner and outer layers staggered.Outer layer joints covered with joint tape 4)2017 UL LLC and compound,screwheads covered with joint compound.As an alternate to the joint compound nom 3/32 In,thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard.Joints reinforced,Wallboard The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured I Q under UL's Follow-UpService.Onlythoseproducts bearin the UL Mark should be considered to be Certified and covered under UL's Follow-Up• than 48 in,wide must be applied horizontally.The SoundBreak XP Type X Gypsum Board is not to be used with 9 I m w item 6. Service.Always look for the Mark on the product. ~t m NATIONAL GYPSUM CO—Types eXP-C,FSK,FSK-C,FSK-G,FSW,FSW-3,FSW-5,FSW-6,FSW-C,FSW-G,FSMR-C, UL permits the reproduction of this material contained In the Online Certification Directory subject to the following conditions:1.The Guide -- Lo SoundBreak XP Type X Gypsum Board Information,Assemblies,Constructions,Designs,Systems,and/or Certifications(files)must be presented in their entirety and In a non- Project Architect PRC `O V w m misleading manner,without any manipulation of the data(or drawings).2.The statement"Reprinted from the Online Certifications Directory with permissionProject from UL"must appear adjacent to the extracted material.In addition,the reprinted material must include a copyright noticeDesigner In the JB/WC/JN 1 following format:"0 2017 UL LLC". aa S m Date 09/28/17 oN 0 0 Job Number 216058 e a N N Drawn By CW/JO/WC d' Checked By JB/WC ti Title t— O FIRE RATED ASSEMBLIES (~j I— I Sheet Number IY AO-5.2 0 UO UL System No. C-AJ-8143 UL System No, C-AJ-3095 UL System No. C-AJ-2109 = ,= UL System No. F-A-2053 UL System No. C-AJ-1149 „ ss ,, F Rating=2 HR F Ratings=3 HR F Ratings=2 and 3 HR (See Item 3) T Rating=0 HR T Ratings=0, 1/2 and 3/4 HR (See item 3) F Rating=2 HR T Rating=0 HR T Ratings=0,2 and 3 HR(See Items 2 and 3) F Rating=2 HR T Rating=0 HR KEPHART 2 \ ° V Q 0 0 A community architecture pinningu f \-.. . ° - � � y r 0 �_ �x• `� 2555 WALNUTSTREET r,a , 00 0 I p� © O Y �.-- DENVER.COLORADO 80205 M A Q A I---- NV W1-11.kcphart.cam 11; f` e�rr / /Ili 0 .---- �. .�. ..�,a °' ..*\,-):,‘ /1/' fid: ';` :` %���j•,, f�iw�; Sk , , . _ • At 4 • f• ' ' ffi t �i *I j 'pig \<'J ,� • x Jib 'iii// a © f I I . . • / ai 1 d ;. !!,:e';0.1$0.4 1 r. -iia A - • A 4 , , r_ Q d a air' . j ' ' q t K H iL rt • 1 fir° f - 1 ' r .� j ° a d �, tL I '' � J d '� 1 ." t)-"� - 4 {, w., •i l" SS {; 'f.;' ° SECTIONAA flp 0y'�.� `` a • d ,•4;.,i: +1 _ _: # '1` -` 411`['�`a' A 1 .� rt,. • G .. '•' ,.- s3 S •�^ { 4 // A.,�`. kr N } i 1._._•_w . 4 .., .., -•,,,,, _ • ' SECTION A-A �...�_ /•: I� ' _ . .� . z e.,,,,,,,,,/,;,>,,,,,,p-i,,,..If { •qf {�//, \ f:.r / \,. h. ,. 1 h /r,,! ,' ,//5 , �y /7 / ` J�J .. �a,\ \ ' ''r �, .3 E lam -`_., F L / cT _ t ' �1 4: • J E.ra •saYrafr +-, �: =.w ',rrEi� •? {_ ' -,..-. 1. Floor or Wall Assembly-Min 2-1/2 in. (64 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600 2400 © T T *.\\1/4 '' ___._.�... d . .............,.....z.„.„..„,,,,,,,-..,,,,,,,,,...=,„ "} . l ..` 4) 1. Floor Assembly-Min 2-112 in. (64 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete. CO 0 L. �.M;mw;,f ::' •:www;;;;;;; ;. „ ;. .,.% .;,y, f%;+;.;k, ',,r• kg/m3) concrete floor or min 3 in. (76 mm)thick reinforced lightweight or normal weight concrete wall.Wall may also be FD 4111.10. 'ti f M �s_,x.r •' .. 1A. Floor Assembly-(Optional-Not Shown)-The fire rated unprotected concrete and steel floor assembly shall be constructed of the materials .. ie , + • •r '. x - .`:--,,a ;•- ; ' constructed of any UL Classified Concrete Blocks'. Max diam of opening is 6 in. (152 mm). mow•- .� '�" ,..- ./.."ww •w'•• v .,:- '• '•" ";+.''w;••• w',- See Concrete Blocks CAZT category to the Fire Resistance Directory for names of manufacturers. and in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below: • • �' - '" ti' ( ) g ry ry A.Concrete-Min 2-1/2 in 64 mm thick reinforced li htwei ht or normal 100-150 or 1600-2400 k lm3 concrete. SECTION A-A ' �� ; 2. Sleeve-(Optional)-Nom 6 in. (152 mm)diam (or smaller) Schedule 10 (or heavier) steel pipe cast or grouted into floor or ( ) lightweight weight( pcfkg/m3) _• T"' wall assembly, flush with floor or wall surfaces. B.Steel Floor and Form Units"---Composite or non-composite max 3 in. (76 mm)deep galv steel fluted units as specified in the individual 3. Cables-Aggregate cross sectional area of cables in opening to be min 25 percent to max 45 percent of the aggregate cross Floor Ceiling Design. -_ 4 " ::::>-- , Sectional area of the opening. Cables at 01 be rigidly supported on both sides of floor or watt assembly.Any combination of the 2. Firestop Device`-Cast in place firestop device permanently embedded during concrete placement or granted in concrete assembly in L--'�� , _•='�"� -_____.,,...•-.,.. ' �^'" followingtypes and sizes of metallic conductor or fiber optic cable maybe used: accordance with accompanyinginstallation instructions.The 3,4 and 6 in.devices mayextend a max 2 in.(51 mm)above the topsurface of the 1. Floor or Wall Assembly-Min 4-1/2 in. (114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete.Wall 1I.'; ), A. Max 500 kcmil single copper connector power cable with thermoplastic insulation and polyvinyl chloride (PVC)jacket. When concrete.The max extension above the slab for the 2 and 2.5 in.devices is not restricted. may also be constructed of any UL Classified Concrete Blocks'. Max diam of opening is 12 in.(305 mm). " +' .....y�W1y�1M� 1 --' � w"w::r.:? single copper conductor ower cable is used. T Ratio Is 0 hr. �' �� �� �� �� See Concrete Blocks CAZT category In the Fire Resistance Directory for names of manufactures. ;: ^ TM �� Mr � s;y= 9 PP P g HILT! CONSTRUCTION CHEMICALS, DIV OF HILTI INC 2.CP 680 7512.5 N, CP 680 11014 N. CP 680 16016 N, CP 680 P 2 ,CP 680 P 3 ,CP (CAZT) g ry ry �,,. . _: _��� ��=±=� - - �•rr�- _ B. Max 350 kcmil single conductor power cables with either aluminum or copper conductors and cross-linked polyethylene 680-P 4" CP 680-P 6" 2.Steel Sleeve-(Optional)-Nom 12 in. (305 mm)diam(or smaller)Schedule 40(or heavier)steel pipe castor grouted into floor or wall assembly, SECTION H A A I:: h1 N.` (XPLE) insulation. When single aluminum m conductor power cable is used, T Rating is Q hr. When single copper conductor power 3 Through Penetrants-One nonmetallic pipe or conduit to be installed within the firestop system. Pipe or conduit to be rigidly supported on both flush with floor or wall surfaces a max of 3 in. (76 mm)above the floor. If the steel sleeve extends above the floor,the T Rating of the firestop - • � \1_______ i•'� ; cable is used, T Rating is 1/2 hr. system is 0 Hr and a min 1/2 in.(13 mm)annular space is required between the throughpenetrant(Item 3)and the periphery of the opening.The -�-_-- sides of floor assembly,The following types and sizes of nonmetallic pipes or conduits may be used: Y p q 9 P P ery P g C. Max 300 pair No. 24 AWG copper conductor telecommunication cables with polyvinyl chloride(PVC) insulation and jacket 1. Floor or Wall AssemblyMin 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall �. A. Polyvinyl Chloride(PVC)Pipe-Nom 6 in.(152 mm)diam(or smaller)Schedule 40 solid or cellular core PVC pipe for use in closed(process W Rating does not apply when the steel sleeve is used. - g material. When telecommunication cable is used. T Rating is 0 hr. may also be constructed of any UL Classified Concrete Blocks -. Max diam of opening is 12 in. D. Max three copper connector No. 6 AWG cable with polyvinyl chloride (PVC) insulation and jacket material. When multi- or supply)or vented(drain,waste or vent)piping systems. 3.Through Penetrants-One nonmetallic pipe to be installed either concentrically of eccentrically within the firestop system. For max 6 in. (152 s=e connector power cable is used, T Rating is 0 hr. B.Chlorinated Polyvinyl Chloride(CPVC)Pipe-Nom 6 in. (152 mm)diam(or smaller)SDR11 or SDR13.5 CPVC pipe for use in closed mm)diam pipes,the annular space between the pipe and the periphery of opening shall be min 0 in.(0 mm; point contact)to max 1/2 in.(13 mm). E. Max 7/C copper conductor No. 12 AWG multiconducior power and control cables with PVC or cross-linked polyethylene (processor supply)piping systems. For nam 8 in. (203 mm)and 10 in.(254 mm)diam pipes,the annular space between the pipe and the periphery of opening shall be min 0 in. (0 See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. s (XLPE) insulation and PVC jacket. When multiconductor power and control cable is used,T Rating is 3/4 hr. C. Rigid Nonmetallic Conduit+-Nom 6 in (152 mm)diam(or smaller)Schedule 40 PVC conduit installed in accordance with the National mm,point contact)to max 1-1/4 in.(32 mm). If the steel sleeve extends above the floor(Item 2),a min 112 in.(13 mm)annular space is required 1. Floor or Wall Assembly- Mln 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m ) concrete floor- thethroughpenetrantthe eri he of the opening. to be rigidly su orted on both sides of floor or wall assembly. For 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed within the firestop system. Pipe, conduit or Min 5 in. (127 mm) thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3) concrete wall. Wall may also be constructed of any F. Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 in. When fiber optic cable Electrical Code(NEPA No. 70). between oug (Item3)and periphery ryPipe PP Y Concrete Blocks*. Max size of opening is 1440 in.2 9 290 cmz with a max dimension of 48 in. 1219 mm . is used T Rahn is 3/4 hr. r f systems with a W Ratio the max annular space is 112 in, 13 mm .The T Ratings are dependent an the size and/ort a of pipe as shown in the tubing to be rigidly supported on both sides of floor or wall assembly. The annular space shall be 0 in. (point contact) to UL Classified Co p g ( ) ( ) 9 The firestop devices and nonmetallic penetrants shall be nixed as allows: Y 9. P ( ) 9 P type P P max 1-1/4 in. The following types and sizes of metallic pipes, conduits or tubing may be used: See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. G. Max 3/C copper conductor No. 12 AWG with Bare aluminum ground, polyvinyl chloride (PVC) insulated steel, Metal-clad table below.The following types and sizes of nonmetallic pipes may be used: cable+. When MC cable is used, T Rating is 0 hr. Nom Pipe Diameter Firestop Device A. Polyvinyl Chloride(PVC) Pipe-Nom 10 in.(254 mm)diam (or smaller)Schedule 40 solid core or cellular core PVC pipe for use in closed 2. Through-Penetrant- One cable tray and one or more pipes, tubes or cable bundles may be installed within the opening. The total number of AFC CABLE SYSTEMS INC A. Steel Pipe - Nom 10 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. through-penetrants is dependent an the size of the opening and the types and sizes of the penetrants. Any combination of the penetrants described below CP 680-75/2.5"N (process or supply)or vented(drain,waste or vent)piping systems. For systems with a W Rating,the nom diam of pipe shall not exceed 6 in. may be used provided that the following parameters relative to the annular spaces are maintained. The annular space between cable tray and all other H. Max 3/C with ground 210 AWG copper conductor SER cable with cross-linked polyethylene(XLPE) insulation and polyvinyl 314 in.to 2 in.(19 mm to 51 mm) (152 runt). C1111) P4 penetrants shall be min 3 in. (76 mm). The annular space between individual cables and cable bundles shall be a min 1/2 in. (13 mm). The annular chloride (PVC)jacket. When SER cable is used, T Rating is 0 hr. CP 680-P 2" - B. Iron Pipe - Nom 10 in. diam (or smaller) cast or ductile iron pipe. space between individual cables and cable bundles and other penetrants shall be a min 1/2 in. (13 mm) except that a min 2 in. (51 mm) shall be I. Max RG/U coaxial cable withpolyethylene PE insulation andpolyvinyl chloride PVC jacket havinga max outside diameter of B. Chlorinated Polyvinyl Chloride(CPVC)Pipe Nom 10 in. (254 mm)diam (or smaller)SDR13.5 CPUC Pipe for use in closed(process or maintained between the cables and copper pipes and tubes greater than a nom 3 In. (76 mm) diam and steel and iron pipes and conduits greater than a ( ) ( ) 3 in.(76 mm) CP 680-P 3" supply)pipingsystems. For stems with a W Rating,the nom diam of pipe shall not exceed 6 in.(152 mm . O nom 4 in. (102 mm) diam. The annular space between metallic pipes, conduit and tubes and insulated pipes and tubes shall be a min 2 in. (51 mm). 72 in. When coaxial cable is used,T Rating is 0 hr. Y Y Y g pp ) C.Acrylonitrile Butadiene Styrene(ABS) Pipe-Nom 6 in. 152 mm diam or smaller Schedule 40 solid-core or cellular core ABS pipe for use C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tuning or steel conduit. The annular space between nom 3 In(76mm) diam (and smaller) copper pipes and tubes and between nom 4 in(102mm) diam (and smaller) steel and J. Fire Resistive Cables" Max 1-1/4 in. (32 mm) diam single conductor or multi conductor Type MI cable.A min 118 in. (3 mm) " nl Y ( ) p ( ) ( ) P P CP 680 110!4 N iron pipes and conduits shall be min 1/2 in. (13 mm). The annular space between nom 2 in. (51 mm) diam (and smaller) metallic pipes and conduits in closed (process Or supply)or vented drain,waste or vent piping system. shall be min 0 in. (point contact). The annular space between insulated penetrants or the cable tray and the periphery of opening shall be min 1/2 in. (13 separation shall be maintained between MI cables and any other type of cable. When Fire Resistive Cables are used, T Racing 3 in.to 4 in. (76 mm to 102 mm) (p PP Y} ( )P P 9 Y mm), The annular space between all other penetrants and the periphery of opening shall be mm 0 in. (point contact). A max annular space in the system is 0 hr. CP 680-P 4" D. Flame Retardant Polypropylene(FRPP) Pipe-Nom 6 in.(152 mm)diam(or smaller)Schedule 40 FRPP pipe for use in closed(process or D. Copper Tubing - Nom 4 in. diem (or smaller) Type L (or heavier) copper tubing. h 12 in. (305 mm . Penetrants to be rigidly supported on both sides of floor or wall assembly. followingtypes sizes ofpenetrants maybe + Z shall be ) g y ppv vpe K. Through Penetrating Product*-Any Cables, Metal-Clad Cable or Armored Cable+ currently Classified under the Through CP 680-160/6"N supply)or vented (drain, used. Penetrating Products category. 6 in.(152 mm) E. Copper Pipe - Nom 4 in. diem (or smaller) Regular (or heavier) copper pipe. A. Metallic Pipes-The following types of metallic pipes, tubes or conduits may be used: See Through Penetrating Product(XHLY) category in the Fire Resistance Directory for names of manufacturers. CP 680-P 6" INU CA '4''r 1. Copper Tubing- Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tube. 4. Packing Material Min 2 in. (51 mm) thickness of min 4.0 pcf(64 kg/m3) mineral wool batt insulation firmly packed into 3. Packing Material - Min 3 in. thickness of min 4 pcf mineral wool batt insulation for nom 4 in. diam {and smaller) � �} Pipe Type Nom Pipe Diam, In. (mm) F Rating Hr 9 P `.5 opening as a permanent form. Packing material to be recessed 112 in. (13 mm)from tap surface of floor or from both surfaces of pipes, conduits or tubings and a min 4 in. thickness of min 4 pcf mineral wool batt insulation for pipe greater than nom 4 .L 2. Copper Pipe- Nom 6 in. (152 mm) diam (or smaller) Regular(or heavier) copper pipe. 4. Firestop Device*-(Not shown)-Top seal plug for use with GP 680 7512.5"N devices and nom pipe or conduit sizes 3/4 in. (19 mm)to 2 in. (51 wall as required to accommodate the fill material. PVC, CPVC Greater than 6(152) 2 in, diem, firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or fror HI H mm), installed in accordance with the manufacturerl's instructions.The top seal plug is optional for nom 1-112 in.(38 mm)pipes and conduits.Top 3. Steel Pipe- Nom 24 in, (610 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe. 5. Fill, Void of Cavity Material"-Sealant-Min 112 in. (13 mm)thickness of fill material applied within the annulus,flush with both surfaces of wall as required to accommodate the required thickness of fill material. M 4. Iron Pipe- Nom 24 in. (610 mm) diam (or smaller) cast or ductile iron pipe. top surface of floor or with both surfaces of wall. seal plugs are required for all pipes and conduits less than nom 1 1i2 in. (38 mm).W Rating applies only when the CPS or IPS Top Seal Plugs are PVC, CPVC,ABS, FRPP 6(152)or smaller 3 2 �( HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-One Sealant used. - 5. Conduit- Nom 4 in. (102 mm) diam (or smaller) electric metallic tubing (EMT) or nom 6 in. (152 Pipe Type Nom Pipe Diam, In. (mm) T Rating Hr 4. Fill, Void or Cavity Material* Sealant - Min 1/2 in. thickness of fill material applied within the annulus, flush with *Dc- '-. - _Tic HILT'CONSTRUCTION CHEMICALS, DIV OF HILTI INC-CPS and IPS Top Seal Plugsthe top surface of floor or both surfaces of Wali. At the point of contact location between pipe and concrete, a min 1/2 in. ^ mm) diem (or smaller) rigid steel conduit, 4A. Firestop Device*-Water Barrier Module (Optional,Not Shown) Applies to nom 2", 3"and 4"water barrier modules used in combination with PVC, CPVC,ABS, FRPP 1-1/2,2,3(38,51,76) 2 diam head of fill material shall be applied at the concrete/pipe interface on the top surface of floor and on both surfaces of B. Cables Bundles- Max 4 in. (102 mm) diam tightly bundled cables. Any combination of the following types and sizes of UL $ stem No. W W-D-0032 the CP 680-P 2",CP 680-P 3"and CP 680-P 4"devices, respectively,and supplied by device manufacturer. Module is threaded onto top of wall. W Rating applies only when CP601S or CP604 sealant is used. cables may be used: l device.W Rating applies only when water barrier module is used. PVC, CPVC,ABS, FRPP 4(102) 3 Ce l..l.� 1. Max 500 kcmil single copper or aluminum conductor power cable with thermoplastic insulation and F Rating=2 HR Normal Joint Width= 1 in. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC-Water Barrier Module polyvinyl chloride (PVC) jacket. Class H Movement Capabilities-15.5%Compression and Extension PVC, CPVC,ABS+, FRPP 6(152) 3 HILTI CONSTRUCTION CHEMICALS, DIV OF 0 2. Max 300 pair No. 24 AWG copper conductor telecommunication cables with PVC insulation and jacket "Bearing the UL Classification Mark +Bearingthe UL ListingMark PVC, CPVC Greater than 6(152) 0 material. HILTI INC- CP601S, CP604, CP606 or FS-ONE Sealant 3. Max 7/C copper conductor No, 12 AWG multi-conductor power and control cables with PVC or cross- ABS++ 6(152) 0H linked polyethylene (XLPE) insulation and PVC jacket. 0 VD 4. Multiple fiber optical communication cables with PVC and havinga max outside diam of 1 2r P P jacketed / + Indicates solid core ABS only. 'Bearing the UL Classification Mark in. UL System No. C-AJ-8041O0 �� - ++• Indicates cellular core ABS only. 5. Max 3/C No. 12 AWG steel clad cable with copper conductors and PVC insulation material. F Rating =3 HR T Rating =0 and 1 HR 4. Fill,Void or Cavity Material'-Sealant-Min 1/2 in.(13 mm)thickness of fill material applied within the annulus,flush with top or bottom surface < Z C. Individual Cables- Any of the following types and sizes of Individual (non-bundled) cables may be used: of floor or both surfaces of wall.Sealant is optional for pipes having a max diam of 6 in. (152 mm)in unsleeved openings. For systems with W 1. Max 3/C No. 2/0 AWG (or smaller) copper conductor PVC jacketed aluminum clad or steel clad TECK 90 Rating, min 1/2 in. (13 mm)thickness of CP 6015 or CP 604 Sealant shall be applied within the annulus,flush with top or bottom surface of floor. UL System No. C-AJ-2271 o cable. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC-FS-ONE Sealant, CP 601S Sealant or CP 604 Sealant 2. Through Penetrating Product*-Any cables, Armored Cable+ or Metal Clad Cable+ currentlyPacking Material(not shown)--Min 1/2 in. (13 mm)thickness of 4 pcf(64 kg/m3)mineral wool batt insulation firmly packed into annular space F Rating=2 HR T Rating= 1 HR A13 P-I 4A. p Classified under the Through Penetrating Product category. 7 © and recessed from the top surface of floor to accommodate the required thickness of fill material.Required only when CP 604 Sealant is used. c./� See Through Penetrating Product (XHLY) category in the Fire Resistance Directory for names of 5. Firestop Device'-Firestop Collar-Firestop collar shall be installed in accordance with the accompanying installation instructions.Collar to be manufacturers. % _ installed and latched around the pipe and secured to underside of floor or both sides of wall using the anchor hooks provided with the collar. 3. Max 500 kemil single copper or aluminum conductor power cable with thermoplastic insulation and Y� - j .r Minimum two anchor hooks for nom 1-1/2 and 2 in. (38 and 51 mm)diam pipes.Minimum three anchor hooks required for nom 3 and 4 in,(76 and ---ins• polyvinyl chloride (PVC)jacket. ' 0 ll 102 mm diam pipes. Minimum four anchor hooks required for nom 6 in. 152 mm diam pipes. Minimum ten anchor hooks required for nom 8 in - -e• - 4. Max 300 pair No. 24 AWG copper conductor telecommunication cables with PVC insulation and jacket i O � (203 mm)diam pipes. Minimum twelve anchor hooks required for nom 10 in.(254 mm)diam pipes. The anchor hooks are to be secured with min ,•c'-, ,; ° { material. -� ' 1/4 in. (6 mm)diam by min 1 114 in. (32 mm) long steel expansion bolts or min 0.145 in.(3.7 mm)diam by 1-1/4 in.(32 mm)long powder actuated '' IM } ` '' y 0 5. Max 7/C copper conductor No. 12 AWG multi-conductor power and control cables with PVC or cross- CSP' �'A r--• •,; ;�`}`, t;F rl% t I-` '>y t linked polyethylene (XLPE) insulation and PVC jacket. EV A2) fasteners utilizing a 1-7/16 in. (37 mm)diam by 1/16 in. (1.6 mm)thick steel washer.As alternates to the anchors specified above, Hilti 1/4 in. (6 ,S; '. , , '/ , mm)diam by 1 114 in.(32 mm}long KWIK-CON II+concrete screw anchor, Hllti 1/4 in. (6 mm)diam by 1 314 in. (45 mm)long KWIK-BOLT 3 steel ', ;..� ##' 1 I I 6. Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 ��` $ _s. �. i „M1 , O e-018,15.6263e-018;1. Wall Assembly Min 8 in. thick steel reinforced lightweight or normal weight (100-150 pcf) expansion anchor or Hilti X-DNI 27 P8 S15powder actuated floor in with integral nom 9/16 in.(15 mm)diam washer maybe used, 5r ,S '�'4 �;.,,�'-� -•--' r- -- '� r-r°~A` ^�"^^•'a'~ , 9 ,n- structural concrete. Wall mayalso be constructed of anyUL Classified Concrete Blocks*. "� r P P 9 . i l ^! r _ _ HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC-CP 643N 50/1.5",CP 643N 63/2".CP 643N 90/3",CP 643N 110/4", CP 643 16016", ?N ' 111k.. 1 (IIIQ 7. Max 3/C No. 12 AWG steel clad cable with copper conductors and PVC insulation material. "� it f rr i "^•. t l� -� = _. CP 644 200/8"or CP 644 250110" Firestop Collar ;•.y;f n"s"; ., � :' - : 8. Max 4C/750 kcmil (or smaller) aluminum or copper conductor metal clad cable with aluminum or steel See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. 3 4113'` J' J x „ y armor, with or without PVC jacket. �. '. f �• '-•�•, i a "wt r' f'a..+. rte-^""�... !- - M1 i �...••' t ;.. :, w: it 1"1 ti:. 7"wry �� r 1 � .. D. Cable Tray*- (Not Shown) -- Max 24 in. (610 mm) wide by 6 in. (152 mm) deep open-ladder steel or aluminum cable 2. Joint System -Max width of joint(at time of installation) is 1 in. The joint system is designed to accommodate a Bearing the UL Classification Mark , l„�}" , rllit V - .;•.•• ,� . ., ;,...f fir},_• :. E : S. tray. Aggregate cross-sectional area of cable tray to be max 40 percent of the cross-sectional area of the cable tray based on a max 12.5 percent compression or extension from its installed width. The joint system shall consists of the following: 3d ___ ___ ,'�•t ! max 3 in. cable loading depth. Any combination of the types and sizes of cables described in Item 2B may be used. Cable tray to >i$ '`Hei A. Fill,Void or CavityMaterial'-Sealant-A 1/2 in.thickness of fill material installed within the joint.flush with each , 1 E I S. be rigidly supported on both sides of floor or wall assembly. EU $ surface of the wall. r 3. PipeInsulation- (Optional) Pipes and tubes of the sizes noted below mayireprovided with one of the followingtypes of , insulations:: EC .13 ". ,e > I I l is ( P ) yP p pel'h • f� `,�"rlc}.2i1 s� 1 : ♦...,% UL System No. C-AJ-2167 : -f �t; _. _ -....- outside , A, Pipe Covering*- Nom 1-1/2 in, (38 mm) thick (or thinner) hollow cylindrical heavy density glass fiber units jacketed on the HILTI CONSTRUCTION CHEMICALS, DIV OF izEui±F-17 ;`,` l,/ ^'" ���, •, - i outside with an all service jacket for pipes with a nom diam of 8 in. (203 mm) (or smaller) or tubes with a nom diam of 4 in. HILTI INC - CP606 Flexible Firestop Sealant F Rating=2 HR T Rating=0 HR ;,1r.,f, .'4.,7"a4; L "� ;f�_•.... ,,� i. (102 mm) (or smaller). Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints I : }`f •' alae.5 w •i. e 018,15.6263e-018; i, '.' secured with metal fasteners or with butt tape supplied with the product. i t ff' ` ,l• I, *Bearingthe UL Classification Mark •... 11 a-tl -„ \ .i' secured See Pipe and Equipment Covering-Materials(BRGU) category in the Building Materials Directory for names of SECTION •• •• I manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a $ Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. "..0 i• 1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or '"---<> ---• . ': . .ION . B. Pipe Covering*- Nom 2 in. (51 mm) thick (or thinner) hollow cylindrical heavy density glass fiber units jacketed on the outside with an all service jacket for pipes or tubes with a nom diam of 2 in. (51 mm) (or smaller). Longitudinal joints sealed cool weight (100-150 pcf) concrete floor or min. 5 in. thick reinforced Kri- with metal fasteners or factory-applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape UL System No. HW-D-0097 lightweight Or normal weight (100-1 3L pcf' concrete wall. Wall mey also supplied with the product. ,,r"., 1. Floor Or Wall Assembly - Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 rf or 1600- be constructed of any U! Classified Concrete Blocks*. Max area of ti g p" See Pipeand Equipment Materials(BRGU) category in the BuildingMaterials Directoryfor names of Assembly Rating=2 HR 1114 ' A ! 2400 kg/m3) concrete. Wall mayalso be constructed of anyUL Classified Concrete Blocks*. Max diam of opening is 7 in. Covering g ry opening s 192 std 'pax dimension of 24 ;n. i g ) p 9 manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Normal Joint Width=2 in. g (1 78 mm). Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. Class II Movement Capabilities- 12.5%Compression or Extension See Concrete Blacks :AZT) category in the Fire Resistance Directory fe'- rlo-reg of Curers SeeConcrete Blocks (CAZT)Tube Insulation-Plastics+- Nom 1 in, (25 mm) thick (or thinner) acrylonitrile butadiene/polyvinyl chloride (AB/PVC) ( ) category in the Fire Resistance Directory for names of flexible foam furnished in the form of tubing for pipes or tubes with a nom diam of 2 in. (51 mm) (or smaller). 2. Through Penetrants - ii :`!Ox of 4 pipes, conduits or tubing to be manufacturers. See Plastics(QMFZ2) category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized 0 instated within the opening. The space between pipes, conduits or i . ,_,..,.._4_._j Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA tubing shall be 1-1/2 in. The space between pipes, conduits or tubing 2. Through Penetrants - One nonmetallic pipe or conduit to be installed concentrically or eccentrically within the firestop may be used. ' Y+i 6 and periphery of opening shall be min 1-5/8 in. to max 2-1/2 in. Pipe, A - , A. system. Annular space between pipe or conduit and edge of opening to be min 0 in. (0 mm, point contact) and max 1/2 in. 4. Firestop System- The firestop system shall consist of the following: I ° e . s conduit or tubing to be rigidly supported on both sides of floor or wall. .r _ - ..'k - 4,` -' (13 mm). Pipe or conduit to be rigidly supported on both sides of floor-ceiling assembly. The following types and sizes of .,_ nonmetallic pipes or conduits may be used: A. Packing Material- Min 4 in. (102 mm) thickness of 4 pcf(64 kg/m3) mineral wool batt insulation tightly packed into the °� ° e . assembly. The following types and sizes of metallic pipes, conduits or r ti's:" opening as a permanent form. Packing material to be recessed from top surface of floor or both surfaces of wall to accommodate ° ° .T"-- tubing may be used: ' ='" - 4 the required thickness of fill material. ye Pipe - Nem 3 in. diam (or smaller) Schedule 10 (orheavier) } d•• - •Y ' Polyvinyl Chloride (PVC) Pipe - Norn 6 in. (152 mm) diam (or smaller) Schedule 40 solid or q a ° A Steel P' 4,4 A. Pal 8. Fill, Void or Cavity Material-Sealant*- Min 1/2 in. (13 mm) thickness of fill material applied within the annulus flush IL. : . a n 1 Stat, pipe. • �r -i'' •?;.' Cellular core PVC pipe for use in closed (process Os Supply) or vented (drain, waste Ur vt7nt) piping with the topsurface of the floor or bath surfaces of the wall. .` -__ ti - ° P "-'t`-'rr 1 I �l ,�•_• B. Copper Tubing - Nom 3 in. diem (or smaller) Type L (or heavier) ..,,, T 4 �,; "�j -4 systems. � � HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC FS ONE Sealant ';Jpper I.:Jti!rlg • B. Chlorinated Chloride - Nomin. (152 ie 0 ti. (or - ' ' ' i Polyvinyl (CPVC) Pipe 6 mm) diam (or smaller) C. Copper Pipe - Nom in. �!arrt (or smote') Regular heavier) copper SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), h'Pr # • respectively. D. Conduit - tdom in, diam (or smaller) electrical metallic tubing or 7C. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 6 in. (152 mm) diem (or smaller) 0 Steel conduit. Schedule 40 solid or cellular core ABS pipe for use in closed (process or supply) or vented (drain, 3. Pipe Covering* - (Optional) - Max 1 in, thick hollow cylindrical heavy waste or vent) piping systems. ��+ D ARC density (miff 3.5 pcf) glass fiber units jacketed on the outside with an all -iim....A service jacket. Longitudinal joints sealed With nle(ol fasteners Or factory- , D. Flame Retardant Polypropylene (FRPP) Pipe - Nom 6 in. (152 mm) diam (or smaller) applied self-sealing lop tape. Transverse joints secured with metal Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping Its\:m- �,systems.fasteners Or with butt strip tope supplied with the product. A nomAnnular space of 1�-1/2 in, is required within the firestop system. Tile T 3. FiFl, Void or Cavity Materials* - sealant - Required far systems with W Rating, but.otherwise optional, Min 1/2 in. 1 Rating is 1 hr when 1 in. thick pipe covering is used. The T Rating is (13 mm) thickness of fill material applied within the annulus, flush with top or bottom surface of floor. W Rating applies -''.' 0 0 hr. when pipe covering is less than 1 in. or is omitted. ECT I A only when CP601S or CP 604 Sealant is used. See Pipe and Equipment Covering - Materials (URGU) category in3 ��++��1. Floor Assembly Min 4-1/2 in.thick steel-reinforced lightweight or normal weight (100-154 pcf) structural concrete. the Building Materials Directory' for names Of manufacturers- Any pipe HILTI CONSTRUCTION CHEMICALS, DIV OF �V covering material meeting the above Specifications and bearing the 1. Floor Or Wall Assembly Min 4 1/2 in. thick reinforced lightweight htwei ht ar normal wet ht 1 p ) Og 2.Wall Assembly Min 4-5/8 in. thick steel-reinforced lightweight or normal weight(100-150 pcf)structural concrete. Wall may also be y - g g g ( 00-150 pcf) concrete. Wall 0 )L Classification Marking with a dame Spread Index of25 or less and also be constructed of UL Classified Concrete Blocks*. Floor also be constructed of min 6 in. thick UL constructed of any UL Classified Concrete Blocks'. See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of may any may any HILTI INC -FS-ONE Sealant, CP 6013 Sealant or CP 604 Sealant manufacturers n Smoke Developed Index of 50 or less may be used. Classified hollow core Precast Concrete Units*, having a min 2 in. concrete thickness below the core. Max diam of opening SEP 2 8 2017 4. Pocking Material - Min 4 in. thickness of min 4,0 pcf mineral wool batt is 3 in. 3.Joint System Max width of joint(at time of installation of joint system) is 2 in. The joint system is designed to accommodate a max 12.5 insulation firmly pocked into opening as a permanent form. Packing percent r 3A. Packing Material (not shown) - Min 1/2 in. (13 mm) thickness of 4 pcf(64 kg/m3)3) mineral wool batt insulation No. Date Issue compression or extension from its installed with The joint system shall consist of the following: material t0 be recessed from lap surface fate Of ,tear Or from both surfaces aC25 See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of firmly packed into annular space and recessed from the top surface of floor to accommodate the required thickness of fill 1 06.27.17 PHASED PERMIT-FOUND. A. Forming Material Min 4.0 pcf mineral wool bait insulation installed in joint opening as a permanent form. Batt cut to min width of 4-3/8 in. Of wail as required to accommodate the required thickness of fill manufacturers. material. Required only when CP 604 Sealant is used. 2 09.28.17 FULL PERMIT SET and installed cut edge-first into joint opening, parallel with joint direction, such that batt sections are compressed min 50 percent in thickness material. and such that the compressed batt sections are recessed from both surfaces of wall to accommodate the required thickness of fill material. Adjoining lengths of batt to be tightly butted with butted seams spaced min 48 in. apart alongthe length of the joint. 5. Fill, Void or Cavity Material - Sealant -'- Min 1/2 in. thickness of fill 2. Through Penetrants - One nonmetallic pipe to be installed concentrically or eccentrically within the firestop system. 4. Firestop Device*-Firestop Collar- Firestop collar shall be installed in accordance with the accompanying installation 1 9 g 9 Y P P 9 Rock Wooi Mfg.Co. - Delta Board material applied within the annulus, flush sh with top surface of floor or Annular space between pipe and edge of opening to be min 0 in. (point.contact.) and max 5/8 in. Pipe to be rigidly instructions. Collar to be installed and latched around the pipe and secured to underside of floor or both sides of wall using E supported on both sides of floor-ceiling assembly. The following types and sizes of nonmetallic pipes may be used. anchor hooks r - B. Fill, Void or Cavity Material"-Sealant-Min 118 in wet thickness of fill material applied within the joint, flush w th both surfaces of wall and with both surfaces: G' well. pp 9 Y 9 Yt� P P Y provided with the collar. Minimum two anchor hooks required for nom 1-1/2 and 2 in. (38 and 51 mm) diam N lapping 1/2 in. onto bottom surface of floor and wall. HILT] CONSTRUCTION CHEMICALS, DIV OF pipes. Minimum three anchor hooks required for nom 3 and 4 in. (76 and 102 mm) diem pipes. Minimum four anchor boo mi a. A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. diam (or smaller Schedule 40 solid or cellular required for 6 in. (152 mm) diem pipes. The anchor hooks are to be secured with min 1/4 in. (6 min) diam by min 1-1/4 in a HILTI CONSTRUCTION CHEMICALS. DIV OF HILT!, Inc. CP672 Firestop Spray lilLTl, INC. - 1--S-ONE Seaicrlf p ) (32 mm) long steel expansion bolts or min 0.145 in. (3.7 mm) diam by 1-1/4 in. (32 mm) long powder actuated fasteners 2 *Bearingthe UL Classification Markingcore PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. ft utilizing a 1-7/16 in. (37 mm) diam by 1/16 in. (1.6 mm) thick steel washer. As alternates to the anchors specified above, 1- 'Bearing the UL Classification Marking Hilti 1/4 in. (6 mm) diam by 1-1/4 in. (32 mm) long KWIK-CON II+ concrete screw anchor, Hilti 1/4 in. (6 mm) diam by 1- co' B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. diam (or smaller) SDR13.5 CPVC 3/4 in. (45 mm) long KWIK-BOLT 3 steel expansion anchor or Hilti X-DNI 27 P8 515 powder actuated floor pin with integral Project Architect PRC 0 pipe for use in closed (process or supply) piping systems. nom 9/16 in. (15 mm) diem washer may be used. y Project Designer JB1WC/JIN 1 3. Fill, Void or Cavity Material* - Sealant - Min 2 in. thickness of fill material applied within the annulus, flush with HILTI CONSTRUCTION CHEMICALS, DIV OF bottom surface of floor or with both surfaces of wall. At point contact location, min 1/2 in. diam bead of sealant applied at pipe/concrete interface on bottom surface of floor or both surfaces of wall. HILTI INC -CP 643 50/1.5"N, CP 643 63/2"N, CP 643 93/3"N, CP 643 90/4"N and CP643 160/6"N. Firestop Collar Date 09/28117 0 ra is, 0 HILTI CONSTRUCTION CHEMICALS, DIV OF Job Number 216058 a, `Bearing the UL Classification Mark ei HILTI INC - FS-ONE Sealant Drawn By CW/JO/WC %\r" *Bearing the UL Classification Mark Checked By JBIWC ti Title T-- FIRE RATED cw PENETRATION DETAILS I- I Sheet Number IY 11 A0-6. 1 0 00 Pipe Collar at 6" PVC Pipe Penetration of 1 HR Wood Floor/Ceiling System No. F-C-8032 System No. F-C-7025 System No. F-C-2262 System No. F-C-1106 1- F Rating-1 Hr F Rating-1 Hr T Rating- 1/4 Hr F Rating-1 Hr T Rating- 1 Hr F Rating-- 1 Hr T Rating-- 1/4 Hr III ,, F Rating--1 Hr T Rating--0 Hr lin © © 0 A CO © KEPHART A 0 0 © -- 1 +r © 0 © communityarchitecture nning RECTCIRSEAL F I • i a 1 255 WALNUT SMELT 2 +� �� 4015 (. \ ' ...wk.:: \" +I 1 0 I DENVER.COLORADO 80205 2601 Spenwick Drive Telephone:(713)263-8001 (800)231-3345 , `\\�� 3 �cti4zv.kephan.com Houston,Texas 77055 FAX No: (713)263 7577 (800)452-2824 � 2 7December 18, 2014 `� � \ii II I I 5 5 1 , 11 , � 1 � Phone: 216-650-9653 �1/:, No t / .� Mr. Tom Atsma `��/�`% A ���� © �1 ' - , 01% Bay Insulation, Firestop Solutions ri 1- `moo 216-650-9653 SECTION A-A A A %, , © a 1. Floor-Ceiling Assembly-The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be . constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the 1. Floor-Ceiling Assembly--The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be Plumbing UL Fire Resistance Directory.Thegeneral construction features of the floor-ceilingassemblyare summarized constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in Re: Solomon I lumbing-LAS II, Columbus,OH below the UL Fire Resistance Directory. The general construction features of the floor-ceiling assembly are �' �` �� SECTION A-A summarized below To Whom It May Concern: I f A. Flooring System Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping A © Mixture`as specified in the individual Floor-Ceiling Design. Max diam of opening shall be 11 in. (279 mm). A. Flooring System--Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping B. Wood Joists*--Nom 10 in. (254 mm)deep(or deeper)lumber, steel or combination lumber and steel Mixture*as specified in the individual Floor-Ceiling Design.Max diam of opening shall be 5 in. Please find enclosed our installation instructions marked t _1412-28 SECTION A-A oists,trusses or Structural Wood Members*with bridging as required and with ends firestopped. 1. Floor-Ceiling Assembly- The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be B.Wood Joists*-- Nom 10 in. deep(or deeper)lumber, steel or combination lumber and steel joists, I9 9 qp ) C. Gypsum Board'-- Nom 4 ft (1.22 m)wide by 5/8 in- (16 mm)thick as specified in the individual Floor- constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the trusses or Structural Wood Members*with bridging as required and with ends firestopped. UL Fire Resistance Directory.The general construction features of the floor-ceiling assembly are summarized C. Gypsum Board' Nom 4 ft wide by5/8 in.thick as specified in the individual Floor-Ceiling Design. Ceiling Design. Gypsum board secured to wood joists or furring channels as specified in the individual Floor-Ceiling YPP 9 9 These installation instructions have been developed from, but are not limited to,data gained from tests Design. Max diam of opening shall be 11 in. (279 mm). below Gypsum board secured to wood joists or furring channels as specified in the individual Floor-Ceiling Design. we have conducted or from tests such as ASTM E-814, UL 1479 or UL 2079, conducted by nationally 1. Floor-Ceiling Assembly-The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials - A. Flooring System- Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture" 1A. Chase Wall-- (Optional, Not Shown) The throughpenetrants(Item 2)maybe routed through a 1 hr 1A- Chase Wall--(Optional, Not Shown) The through penetrants(Item 2)may be routed through a 1 hr fire ( P - 9 9 and in manner fi i ries Floor-Ceiling Designs in the UL Fire Resistance Directory.The general ass specified in the individual Floor-CeilingDesign. Rectangular cutout in flooring to accommodate the bathtub drain recognized, independent testing laboratories (such as: UL, Warnock Hersey, Factory Mutual, etc.). We thespecified n the individual L500 5e g g �' g rated single, double or staggered wood stud/gypsum board chase wall. Depth of chase wall scud cavity to be min 112 p g g g fire rated single, double or staggered wood stud/gypsum board chase wall. Depth of chase wall scud cavity to construction features of the floor-ceiling assembly are summarized below piping(Item 2)to be max 8 in. by 12 in. Cutout to be patched on underside of subfloor using one layer of min 3/4 in. be min 1/2 in.greater than diameter of opening cut in sole and topplates to accommodate the through also rely on years of experience relating to both the performance characteristics of our products as well in. (13 mm)greater than diameter of opening cut in sole and top plates to accommodate the through penetrant(ItemP 9 9 thick plywood or min 5/8 in.thick gypsum board(Item 1C)sized to lap mm 2 in. beyond each edge of rectangular penetrant(Item 2).The chase wall shall be constructed of the materials and in the mannerspecified in the a plywood or Floor Topping Mixture*as specified in 2).The chase wall shall be constructed of the materials and in the manner specified in the individual U300 Series as an extensive knowledge of firestopping technology. Each installation instruction is given according to A. Flooring System Lumber or plywood subfloor with finish floor of lumber, plywo PP 9 P Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: cutout. Patch split into two pieces at opening and hole sawed for bathtub drain piping. Diam of opening hole sawed individual 0300 Series Wal!and Partition Designs in the UL Fire Resistance Directory and shall include the the individual Floor-Ceiling Design. Max diam of opening shall be 5 in g ry g through patch to accommodate drain piping(Item 2)to be 1 in larger than outside dram of drain piping and followingconstruction features: your own individual and unique set of circumstances. Instructions done for on job site condition may not B.Wood Joists*- Nom 10 in. deep(or deeper)lumber, steel or combination lumber and steel joists,trusses or Structural positioned such that the annular space between drain piping and periphery of opening is min 0 in. (point contact)to A. Studs--Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in (51 by 152 mm),2 by 10 in. (51 by 254 mm)or 2 by be the same as those given for another.Therefore, these instructions are applicable only for the job it was Wood Members*with bridging as required and with ends firestopped. max 1 in.Two pieces positioned around drain piping,with cut edges tightly butted,and screw-attached to underside A.Studs Nom 2 by4 in.,2 by6 in. or double nom 2 by4 in lumber studs. 12 in.(51 by 305 mm)lumber studs or double min 2 by 4 in. lumber studs C. Gypsum Board'-Nom 4 ft wide by 518 in.thick as specified in the individual Floor-Ceiling Design Gypsum board secured of subfloor with 1-1I4 in long steel screws spaced max 6 in. OC. B.Sole Plate--Nom 2 b 4 in.,2 b 6 in. or parallel 2 b 4 in. lumber totes,tightly butted. originally given to and should not be used for any other condition until approved by our Technical B. Sole Plate--Nom 2 by 4 in. (51 by102 mm),2 by 6 in. (51 by152 mm)2 by 10 in. (51 by 254 mm)or 2 Y Y P Y P 9 Y to wood joists or furring channels as specified in the individual Floor-Ceiling Design B.Wood Joists"- Nom 10 in.deep(or deeper)lumber,steel or combination lumber and steel joists,trusses or Max diam of opening is 5 in. by 12 in (51 by 305 mm) lumber plates or parallel min 2 by 4 in. (51 by 102 mm)lumber plates,tightly butted. Max P 9 Services Department. Structural Wood Members* with bridging as required and with ends firestopped C.TopPlate The double topplate shall consist of two nom 2 by4 in_two nom 2 by6 in. or diam of opening is 11 in- (279 mm). 1A. Chase Wall-(Optional, Not Shown)-The through penetrants(Item 2)may be routed through a 1 hr fire rated single, double orC. Gypsum Board*- Nom 518 in.thick,4 f1 wide as specified in the individual Floor-Ceiling Design. two sets of parallel 2 b 4 in. lumber plates,tightly butted. Max diam of opening Is 5 in. staggered wood stud! sum board chase wall- Depth of chase wall stud cavityto be min 1/2 in.greater than diameter of opening cut C Top Plate The double top plate shall consist of two nom 2 by 4 in. (51 by 102 mm),two nom 2 by 6 in. P Y P 9 Y P 9 Respectfully, 99 stud/gypsum p g (51 by 152 mm), two nom 2 by 10 in. (51 by 254 mm)or two nom 2 by 12 in. (51 by 305 mm)lumber plates or two D. Gypsum Board' Thickness,type, number of layers and fasteners shall be as p Y in sole and top plates to accommodate the through penetrant(Item 2).The chase wall shall be constructed of the materials and in the2. Drain Piping Nom 1-1/2 in. (or smaller)diam Schedule 40 acrylonitrile butadiene styrene(ABS)or polyvinyl specified in the individual Walf and Partition Design. sets of parallel min 2 by 4 in. (51 by 102 mm)lumber plates, tightly bulled Max diam of opening is 11 in (279 mm) P 9 RECTORSEAL manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the D.Gypsum Board*--Thickness,type,number of layers and fasteners shall be as specified in the chloride(PVC) pipe and drain fittings cemented together and provided with ABS or PVC bathtub waste/overflow following construction features: individual Wall and Partition Design. fittings.Annular space shall be min 0 in. (point contact)to max 1 in. 2. Through Penetrants--One metallic pipe, conduit or tubing;to be installed concentrically or eccentrically within the opening. The diam of the opening shall be 1 in. larger than the nom diam of the penetrant-The A. Studs-Nom 2 by 4 in.,2 by 6 in.or double nom 2 by 4 in. lumber studs 3 Fill,Void or Cavity Materials*-Min 518 in. depth of fill material applied within the annulus,flush with bothCO annular space between the pipe,conduit or tubing and theperipheryof o enin shall be min 0 in. pint 2- Steel Duct--One steel duct to be installed concentrically or eccentrically within the opening.The annular space P P p 9 opening (P B. Sole Plate-Nom 2 by 4 in..2 by 6 in. or parallel 2 by 4 in. lumber plates;tightly butted. Max diam of opening is 5 in. surfaces of plywood or gypsum board patch.A min 112 in.diameter bead of sealant applied at the pipe/plywood or contact to max 718 in. Tube or pipe to be rigidly supported on both sides of floor-ceiling assembly. The �'+� between the steel duct and the periphery of opening shall be min 0 in. (0 mm, point contact)to max 1 in. (25 mm). ) P P 9 Y PP g Y "i C.Top Plate The double top plate shall consist of two nom 2 by 4 in.,two nom 2 by 6 in. or two sets of parallel 2 by 4 in. Steel duct to be rigidly supported on both sides of floor-ceiling assembly. The following sizes of steel ducts may be pipe/gypsum board interface at point contact location on the bottom side of patch. following types and sizes of metallic pipes, conduits or tubing may be used: Terry L. Gossett lumber plates, tightly butted- Max diam of opening is 5 in. used: C%.)D. Gypsum Board'-Thickness,type, number of layers and fasteners shall be as specified in the individual Wall and Partition HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -CP 606 Flexible Firestop Sealant A Copper Tube--Nom 4 in diam or smatter Type L or heavier Technical Services pp ( ) yp { )copper tube Design. A. Max 10 in. (254 mm)diam by min 0.019 in.(0.50 mm)thick steel duct. *Bearing the UL Classification Mark B. Copper Pipe-- Nom 4 M. diam(or smaller) Regular(or heavier)copper pipe. Rectorseal Corporation C. Steel Pie--Nom 4 in. diam(or smaller)Schedule 10(or heavier)steel pipe. n 2 Through Penetrants-One or more pipes, conduits,tubingand cables to be installed concentricallyor eccentricallywithin the B. Max 4 in (102 mm)diam by min 0.016 in {0 40 mm)thick steel duct P P P 8 P P D. Iron Pipe--Nom 4 in. diam(or smaller)cast or ductile iron pipe. opening. The space between any penetrant to be min 0 in. (point contact)to max 1 in.The space between any penetrant and the min 03. Fill,Void or Cavity Materials*-Sealant--Min 314 in. (19 mm)thickness of sealant applied within the annulus flush E.Conduit--Nom 4 in. diam(or smaller)steel electrical metallic tubing(EMT) or steel in. (point contact)to max 1 in.The space between any penetrant and the periphery of the opening shall be min 0 in. (point contact)to conduit. with the top surface of the floor or sole plate. Min 5/8 in. (16 mm)thickness of sealant applied within the annulus max 1 in. Pipes, conduits,tubing and cables to be rigidly supported on both sides of floor-ceiling assembly The following types and flush with the bottom surface of gypsum board or lower top plate.A min 1/2 in. (13 mm)diam bead of sealant to be (24 sizes of metallic pipes,conduits or tubing may be used applied at the ductlsubflooring or sole plate interface and the duct/gypsum board or top plate interface. 3. Fill.Void or Cavity Materials*-Sealant--Min 3/4 in. thickness of sealant applied within the annulus flush with /� Lci..................:... ......... the top surface of the floor or sole plate and min 518 in. thickness of sealant applied within the annulus flush 111 Cl"" job NO.: TG 14- 12- 28 Drawing No.: 1 A. Copper Tube- Nom 314 in. diam(or smaller)Type L(or heavier)copper tube. HILTI CONSTRUCTION CHEMCIALS, DIV OF HILTI INC--CP 606 Flexible Firestop Sealant. with the bottom surface of gypsum board or lower top plate A min 112 in.diameter bead of sealant applied at ti B. Copper Pipe- Nom 3/4 in. diam(or smaller)Regular(or heavier)copper pipe. *Bearing the UL Classification Mark the penetrantlsubflooring or sole plate interface and the penetrant/gypsum board or top plateinterface at point [ 1 C. Steel Pipe-Nom 3/4 in.diam(or smaller)Schedule 10(or heavier)steel pipe. contact locations. ��V// Certified Installation Instructions date: 12-17 -14 Rev: A D. Iron Pipe-Nom 3/4 in.diam(or smaller)cast or ductile iron pipe. �� � l E. Conduit Nom 3/4 in. diam(or smaller)steel electrical metallic tubing(EMT)or steel conduit. HILTI CONSTRUCTION CHEMICALS; DIV OF HILTI INC--CP 606 Flexible Firestop J H 2 Sealant r I 3- Tube Insulation- Plastics+-Nom 3/4 in.thick acrylonitrile butadiene/polyvinyl chloride(AB/PVC)flexible foam furnished in the form *Bearing the UL Classification Mark- RE IBC Section 713-7.1-2 Penetration aticipates of tubing.Tube insulation to be installed on one or more of the metallic pipes or tubes. exception in this section. r. See Plastics+(QMFZ2)category in the Plastics Recognized Component Directory for names of manufacturers-Any Recognized /� r Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA mayCe ,-- H �I be used. T' Min. 5/8" depth 4.Cables-Max of two 4 pair No. 18 AWG(or sma(ler)cable with PVC insulation and jacket materials. Biostop• 500+/BF150+ r-0 Max. 6" PVC Pipe 0 / 5. Fill, Void or Cavity Materials*-Sealant-Min 3/4 in.thickness of sealant applied within the annulus flush with the lop surface of the ^/ 3/4" Plywood / floor or sole plate and min 5/8 in thickness of sealant applied within the annulus flush with the bottom surface of gypsum board or r F•L� /// lower top plate.A min 1/2 in. diameter bead of sealant applied at the penetranilsubflooring or sole plate interface and the v H I penetrant/gypsum board or top plateinterface at point contact locations. \\o\ \\\\:.I:: :4 \' \ -7 O' HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC-CP 606 Flexible Firestop Sealant Joist/Truss O *Bearing the UL Classification Mark System No. W-L-2186 /� System No. F-C-3071 System No. F-C-2263 F Ratings--1 and 2 Hr T Ratings- 1/2 and 1 Hr �� F Rating- 1 Hr T Rating- 1 Hr F Rating-1 Hr T Rating- 1 Hr L Rating at Ambient-Less Than 1 CFM/sq ft 4 N L Rating at 400 F-2 CFM/sq ft Woodiii Back to Back Double © o c.; Screw 2" x 6" Wooden Wall Top Plates 0 / - 0 %- 0 XI ----,:...:.., .%-_,., ..,1 - 2 A 0 / C....5 cf) : =, System No. F-C-2242 C) Biostop• I 0 IX Li 1, 2 Layers of 5/8" \ I Pipe Collar Ui Classified F Rating 1 Hr T Rating 3/4 Hr O Gypsum Wallboard 1 \ \ j •i• For a 1, 2 Hr. "F" Rating 51,\,____ 0 h 9 _ ,.. 0 • 4 .., i, .., o TOP VIEW SECTION A-A / �/, o O ~ II- / CO 1. Gun, trowel and/or pump Biostop• 500+/BF150+ sealant to a min. 543" depth in wood floor. Tool smooth. / - 1 / 0 0 �' < ' .. I _ O I I A 0 / 2. Install appropriate size Biostop• Pipe Collar for corresponding plastic pipe on bottom side of top plates. 't I © SECTION A-A SECTION A-A Secure collar in place through anchor tabs w/ wood screws. A �ITA l ` O1 O filik ----_. t y ` 1. Floor-Ceiling Assembly-The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of 1 Floor-Ceiling Assembly-The 1 hr fire-rated solid or trussed lumber floor-ceiling assembly shall be constructed III the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire � Directory. The general construction features of the floor ceiling assembly are summarized below. Resistance Directory.The general construction features of the floor-ceiling assembly are summarized below 1.Wall Assembly--The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and / A. Flooring System-Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* A. Flooring System- Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping shall include the following construction features: A5 z as specified in the individual Floor Ceiling Design. Max diam of opening shall be 3 in. Mixture*as specified in the individual Floor-Ceiling Design. Max diam of opening shall be 5 in. LAS II I Columbus, OH B. Wood Joists* Nom 10 in. deep(or deeper)lumber, steel or combination lumber and steel joists,trusses or B.Wood Joists*- Nom 10 in.deep(or deeper)lumber, steel or combination lumber and steel joists,trusses A. Studs--Wall framing shall consist of either wood studs or steel channel studs.Wood studs to consist of nom 2 by 4 Penetrant: Max. 6" PVC Pipe Project �� Structural Wood Members*with bndging as required and with ends firestopped. or Structural Wood Members* with bridging as required and with ends firestopped. in. (51 by102 mm)lumbers aced max 16 in. (406 mm) Steel studs to be min 2 112 in. 64 mm)wide and aced max 24 in. 9 9 q PP P { P Ref. UL System No.: FC2409, FC801 6, WL21 36, FC2397 Solomon Plumbing C. Gypsum Board*-Nom 4 ft wide by 5/8 in.thick as specified in the individual Floor-Ceiling Design. Gypsum C.Gypsum Board* Nom 5/8 in. thick.4 ftwrtde as specified in the individual Floor-Ceiling Design. (610 mm)OC y Contrcotar ^ / O A, board secured to wood joists or furring channels as specified in the individual Floor-Ceiling Design B. Gypsum Board"--For 1 hr assembly, one layer of min 5/8 in. (16 mm)thick gypsum board as required in the I Hourl Ratin : 1 2 Hr 'F' Ratin vV -- 0 2. Closet Flange-Acrylonitrile butadiene styrene(ABS)or polyvinyl chloride(PVC)closet stub sized to accommodate individual Wall and Partition Design. For 2 hr assembly,two layers of min 518in. (16 mm)thick gypsum board as required in the Y 9 9 Designed/Approved: By T.L. Gossett 2-Chase Wall-The through penetrants shall be routed through 1 hr fire-rated single,double or staggered wood drain pipe.Closet flange installed over drain piping within floor opening with flange secured to plywood floor with steel individual Wall and Partition Design Max diam of opening is 3 in (76 mm). 0 O studlgypsum board chase wall constructed of the materials and in the mannerspecified in the individual U300 Series screws.Annular space between closet flange and periphery of opening shall be 114 innnular Spacing: Max. 1/2', lvli . 1/4" � Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following consimction features The hourly F Rating of the firesiop system is equal tothe hourly fire rating of the wall assembly in which itis installed. 3. Drain Piping-Nom 4 in. diam Schedule 40 acrylonitrile butadiene styrene(ABS)or polyvinyl chloride(PVC)drain depiction's and associated job site conditions and/or requirements furnished to us by a third party and should be field verified. The user must obtain approval of the specifying A. Studs Nom 2 by 6 in lumber studs. pipe and 90 degree elbow for use in vented (drain,waste or vent)piping systems. Pipe installed concentrically within 2. Steel Sleeve--Max 3 in. (76 mm)diam Schedule 40(or heavier)steel pipe sleeve friction-fit into circular opening core drilled architect, engineer and/or inspector having jurisdiction of the project prior to firestop installation. For limited product warranty, refer to specific Product Dote Sheet(s). B. Sole Plate- Nom 2 by 6 in. lumber plates. Max diam of opening is 3 in. firestop system. through wall. Length of steel sleeve to be equal to thickness of wall. C. Top Plate-The double top plate shall consist of two nom 2 by 6 in. lumber plates. Max diam of opening is 3 Rectorseal corporation 2601 spenwick Houston, TX 77055 (800) 231-3345 Fax. (B00) 452--2824 in. D. 4. Fill, Void or Cavity Materials*-Sealant-Min 314 in.thickness of fill material applied within the annulus,flush with the 3-Through Penetrant--One nom 1 in. 25 mm diam or smaller SDR 9 cross-linkedpolyethylene PEX tubin for use in closed 1. WOOD FLOORICEILING ASSEMBLY(UL CLASSIFIED L500 SERIES)(1-HR. FIRE-RATING). Y PP 9 { ) ( ) ( ) 9 2. LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD, OR FLOOR D. Gypsum Board*-Thickness,type, number of layers and fasteners shall be as specified in individual Wall bottom surface of floor. (process or supply)pp y)piping systems.The tubing installed concentrically or eccentrically within the steel sleeve.The annular space TOPPING MIXTURE and Partition Design. between the tube and the steel sleeve shall be min 1/2 in. (13 mm)to max 1-3/8 in. (35 mm).Tube to be rigidly supported on both 3. WOOD TOP PLATE. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC-CP 606 Flexible Firestop Sealant or FS-ONE Sealant sides of wall assembly. 4- GYPSUM WALL ASSEMBLY(1-HR FIRE-RATING). 3. Cables-Aggregate cross-sectional area of cable in opening to be max 45 percent of the cross-sectional area of the 5. PENETRATING ITEM TO BE ONE OF THE FOLLOWING(ALSO SEE NOTE NO.6 BELOW): opening.The annular space between the cable bundle and the periphery of the opening to be min 0 in. (point contact)to 5. Water Closet- (Not Shown)-Floor mounted vitreous china water closet. The hourly T Rating is 1/2 Hr and 1 Hr for 1 Hr and 2 Hr fire rated wall assemblies,respectively. A. MAXIMUM 4"NOMINAL DIAMETER PVC PLASTIC PIPE(CLOSED OR VENTED PIPING SYSTEM). max 1 in. Cables to be rigidly supported on both sides of the wall assembly.Any combination of the following types and B. MAXIMUM 4"NOMINAL DIAMETER ABS PLASTIC PIPE(CLOSED OR VENTED PIPING SYSTEM). sizes of copper conductor cables may be used *Bearing the UL Classification Mark 4. Fill. Void or Cavity Material'-Sealant--Min 5/8 in. (16 mm)and 1-1/4 in. .(32 mm)thickness of fill material applied within C. MAXIMUM 4"NOMINAL DIAMETER CPVC PLASTIC PIPE(CLOSED PIPING SYSTEM). annulus,flush with both surfaces of wall assembly for 1 and 2 hr rated walls, respectively.When a steel sleeve(Item 2)is A. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket. 6. MINIMUM 1/2"DEPTH HILTI CP 606 FLEXIBLE FIRESTOP SEALANT. provided for assemblies with L Ratings, sealant shall be applied around periphery of opening to cover the exposed ends of the 7. MINIMUM 112" BEAD CP 606 FLEXIBLE FIRESTOP SEALANT AT POINT OF CONTACT. (ALSO SEE NOTE B.Type RG 5910 coaxial cable with polyethylene(PE)insulation and PVC jacket. sleeve and to lap min 114 in. (6 mm)onto gypsum board on each side of wall. NO.4 BELOW). C. Max 3/C with ground 2/0 AWG aluminum conductor SER cable with PVC insulation and jacket. D. Max 3/C No. 8 AWG copper conductor steel clad cable. HILTI CONSTRUCTION CHEMICALS. DIV OF HILTI INC--FS-ONE Sealant E. Max 3/C No. 10 with ground Type NM nonmetallic sheathed(Romex)cable with PVC insulation and jacket *Bearing the UL Classification Mark F. Max 1 in. diam metal clad TEK cable with PVC jacket. 310D 4. Fill,Void or Cavity Materials'-Sealant-Min 1/2 in- thickness of fill material applied around through penetrant within the 'r' annulus on top surface of floor or sole plate of chase wall Min 1/2 in thickness of fill material applied within the annulus ' /of the top plate flush with the bottom surface of the lover top plate-Min 112 in. bead of fill material applied at theNOTES : 1. MAXIMUM DIAMETER OF OPENING=5-112". penetrant/lumber interfaces at point contact locations on bottom surface of plywood or top surface of sole plate.and �• PAT�I 2.ANNULAR SPACE-MINIMUM 0", MAXIMUM 1". bottom surface of lower top plate. V 3. PLASTIC PIPE MAY BE INSTALLED WITH CONTINUOUS POINT OF CONTACT. , . 1 • 4. WHEN ANNULAR SPACE IS 1/4"(OR LESS), ONLY A MINIMUM 1/2"BEAD OF HILTI CP 606 FLEXIBLE HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC-CP 606 Flexible Firestop Sealant w I FIRESTOP SEALANT IS REQUIRED AT TOP PLATE AND SUBFLOOR,COVERING ANNULAR SPACE. *Bearing the UL Classification Mark W 5. HILTI CP 606 FLEXIBLE FIRESTOP SEALANT MAY BE INSTALLED WITHIN THE SUBFLOOR OR WITHIN - v CO e f THE ANNULAR SPACE OF THE SOLE PLATE. • 6- PVC AND ABS PIPE=SCHEDULE 40, CELLULAR OR SOLID CORE. CPVC PIPE-SDR 13.5. A • , 3 O Y) 0F 4431 SEP 2 8 2017 No. Date Issue 1 06-2717 PHASED PERMIT-FOUND. 2 09.28.17 FULL PERMIT SET 2 s c In w c 0. 4 P m 01 1 r co' Project Architect PRC N m Project Designer JBIWC/JN B 0 Date 09/28/17 b 0 0 Job Number 216058 0 N F-,,- Drawn Drawn By CW/JO/WC a' Checked By JB1WC 1".--- Title Title rFIRE RATED o, PENETRATION DETAILS (- I Sheet Number Q' CL AO-6.2 0 c, 0 Wall Opening Protective Materials (CLIV) System No. F-C-3012 System No. F-C-3012m as Tested to ANSI/UL 263 F Ratings- 1 Hr T Ratings-0 Hr F Ratings- 1 and 2 Hr(SEE ITEM 1) T Ratings-0 Hr , 1 or 2 Hr Rating L Rating At Ambient-5 CFM/Sq Ft L Rating At 400 F- 2 CFM/Sq Ft KEPHART Power Cable community phnnning A architecture 2555 WALNUT STREET w A DENVER.COLORADO 80205 w�.��.kephart.com 1!8" thick 1 or 2 Hr Gypsum Wall �`� CP617lCP617LlCP617XL _ 0 Assembly(2 Hr Shown) ` Firestop Putty Pad 0 0 /� Wood Stud or ,, _ --.. , m! <„ © r / _ Steel Stud [Not Shown) > �;a - voi ' ,.... \/� `` /\,../ i K., . , ,„ NOTE: AT SOUND WALLS. ) j CD it P`IK4II ,� STAGGER INDIVIDUAL " �j�l"P UL Listed - ' �' BOXES A MIN. OF 2 FEET. u Non-Metallic Outlet Box , r�°,nwc (Refer to UL listing) A 2 —"�, A SECTION A-A Or SECTION A-A ULi\ Listed Metallic Metallic Outlet Box (Refer to UL listing) 1.Wall Assembly—The fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the 1.Wall Assembly—The 1 or 2 fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include features: the following construction features: A. Studs—Wall framing may consist of either wood studs or steel channel studs-Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. A. Studs—Wall framing may consist of either wood studs or steel channel studs.Wood studs to consist of nom 2 by 4 in. (51 by 102 CP 617 Firestop Putty Pads, for use with max 4 by 4 in.flush device UL Listed Metallic Outlet Boxes installed with steel cover plates in 1 and 2 OC. Steel studs to be min 2-1/2 in.wide and spaced max 24 in.OC. When steel studs are used and the max dimension of opening exceeds the mm)lumber spaced 16 in. (406 mm)OC. Steel studs to be min 2-1/2 in. (64 mm)wide and spaced max 24 in. (610 mm)OC. hr. fire rated gypsum wallboard wall assemblies framed with min 3-1/2 in. deep wood or steel studs and constructed as specified in the individual width of the stud cavity, the opening shall be framed on all sides using lengths of studs installed between the vertical studs and attached to the B. Gypsum Board*—Nom 5/8 in. (16 mm)thick gypsum board,with square or tapered edges.The gypsum board type,thickness, U300, U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. Min 1/8 in. thick moldable putty pads are to be installed studs at each end- The framed opening in the wall shall be 2 to 4 in. wider and 2 to 4 in. higher than the dimensions of the steel vent duct(Item 2) number of layers,fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Design in the to completely cover the extenor surfaces of the outlet box(except for the side of the outlet box against the stud)and completely seal against the such that a clearance of 1 to 2 in. is present between the duct and the framing on all four sides. UL Fire Resistance Directory-Max diam of opening is 5-1/2 in. (138 mm)when sleeve(Item 2)is employed- Max diam of opening is 4 stud within the stud cavity. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed,the B. Gypsum Board*—One layer of nom 5/8 in.thick gypsum wallboard as specified in the individual Wall and Partition Design.Max area of in. (102 mm)when sleeve(Item 2)is not employed. horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back to opening is 188 sq in.with max dimension of 14-1/2 in. for wood stud walls.Max area of opening is 325 sq in.with max dimension of 25 in.for The F Rating of the firestop system is equal to the fire rating of the wall assembly. back- steel studs- 2. Metallic Sleeve—(Optional)-Nom 4 in. (102 mm)diam(or smaller)steel electrical metallic tubing(EMT)or Schedule 5(or heavier) 2. Steel Vent Duct—Nom 24 x 12 or 12 x 24 in. (or smaller)x 24 gauge(or heavier)galv steel vent duct.One vent duct to be positioned within steel pipe or min 0.016 in.thick(0.41 mm, No.28 ga)galv steel sleeve installed flush with wall surfaces. The annular space between CP 617 Firestop Putty Pads ,for use with max 4-11/16 by 4-11/16 in.flush device UL Listed Metallic Outlet Boxes installed with steel cover the firestop system. The annular space shall be min 1/4 in.to a max 3/4 in. Duct to be rigidly supported on both sides of the wall assembly. steel sleeve and periphery of opening shall be min 0 in. (0 mm; point contact)to max 1 in. (25mm).When Schedule 5 steel pipe or plates for use in 1 hr fire rated configuration of Wall and Partition Design No. V446 in the Fire Resistance Directory. Min 1/8 in.thick moldable 3. Steel Retaining Angle—Nom 2 x 2 x 1/8 in.steel angles attached to all four sides of the duct on both sides of the wall. The angles shall be EMT is used, sleeve may extend up to 18 in. (457 mm)beyond the wall surfaces. putty pads are to be installed to completely cover the exterior surfaces of the outlet box(except for the side of the outlet box against the stud) attached with No. 8 (or larger)steel sheet metal screws or 1/4 in.diam by min 1 in. long steel bolts and nuts spaced within a max of 2 in.from 3. Cables—Aggregate cross-sectional area of cable in opening to be max 45 percent of the cross-sectional area of the opening. The and to completely seal against the box within the stud cavity.When moldable putty pad outlet box protective material is used on boxes on both each end and ata max of 5 in. OC. annular space between the cable bundle and the periphery of the opening to be min Din.(0 mm,point contact)to max 1 in. (25 mm) sides of wall as directed, the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. and the boxes may 4- Fill,Void or Cavity Material*—Sealant—Min 5/8 in.thickness of fill material applied within the annulus,flush with both surfaces of wall. Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of copper be installed back-to-back. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC--CP601S,CP606,or FS-One Sealant conductor cables may be used: *Bearing the UL Classification Mark A. Max 7/C No. 12 AWG with polyvinyl chloride(PVC)insulation and jacket.CP 617 Firestop Putty Pads ,for use with max 4-11116 by 4-11!16 in.flush device UL Listed Metallic Outlet Boxes installed with steel cover B. Max 25 pair No.24 AWG telephone cable with PVC insulation and jacket. Cr) 1:4 plates for use in 1 and 2 hr fire rated gypsum board wall assemblies framed with min 3-112 in.deep steel studs and constructed of the materials C. Type RG/U coaxial cable with polyethylene(PE) insulation and PVC jacket having a max outside diameter of 1/2 in. (13 mm)- and in the manner specified in the individual U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. Min 0.8 pcf D. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 518 in. (16 mm). density fiberglass batt insulation is to be installed within the wall cavity required for 1 hr fire rated gypsum board wall assemblies and optional in 2 E. Through Penetrating Products*—Max three copper conductor No. 8 AWG . Metal-Clad Cable+. hr fire rated gypsum wallboard assemblies. Min 1/8 in.thick moldable putty pads are to be installed to completely cover the exterior surfaces of AFC CABLE SYSTEMS INC the outlet box(except for the side of the outlet box against the stud)and to completely seal against the box within the stud cavity.When moldable F. Max 3/C(with ground)(or smaller)No. 8 AWG copper conductor cable with PVC insulation and jacketing. n putty pad outlet box protective material is used on boxes on both sides of wall as directed,the horizontal separation between outlet boxes on G. Max 3/4 in. (19 mm)diam copper ground cable with or without a PVC jacket. H opposite sides of the wall may be less than 24 in.provided that the boxes are not installed back-to-back. H. Fire Resistive Cables*- Max 1-1/4 in. (32 mm)diam single conductor or multi conductor Type MI cable.A min 1/8 in. (3 mm) separation shall be maintained between MI cables and any other types of cable. CP 617 Firestop Putty Pads, for use with max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Carlon Electrical Through Penetrating Product*-Any cables, Metal-Clad Cable+or Armored Cable+currently Classified under the Through Penetrating LLI Products, made from polyvinyl chloride, and bearing a 2 hr rating under the"Outlet Boxes and Fittings Classification for Fire Resistance" Products category category in the Fire Resistance Directory. Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboard assemblies,framed with min See Through Penetrating Product(XHLY)category in the Fire Resistance Directory for names of manufacturers. �T 3-1/2 in. deep wood studs and constructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory. 4. Fill. Void or Cavity Material'—Sealant or Putty—Fill material applied within the annulus,flush with each end of the steel sleeve or t"" l J Outlet box secured to wood stud by means of two nailing tabs supplied with the outlet box. Min 1/8 in.thick moldable putty pads are to be wall surface. Fill material installed symmetrically on both sides of the wall.A min 5/8 in. (16 mm)thickness of sealant is required for the2 1.i �w installed to completely cover the exterior surfaces of the outlet box(except for the side of the outlet box against the stud)including the nailing tab 1 or 2 hr F Rating .An additional 1/2 in. (13 mm)diam bead of fill material shall be applied around the penmeter of sleeve on both i and completely seal against the stud within the stud cavity. Outlet boxes installed with steel or plastic cover plates.When moldable putty pad sides of the wall when sleeve extends beyond surface of wall- J outlet box protective material is used on boxes on both sides of wall as directed,the horizontal separation between boxes on opposite sides of HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI iNC--CP601S, CP606, or FS-One Sealant r 1 the wall may be less than 24 in provided that the boxes are not installed back to back . `Bearing the UL Classification Mark h le CP 617 Firestop Putty Pads,for use with max 4 by 4 by 2-7/8 in.deep UL Listed Nonmetallic Outlet Boxes manufactured by Carlon Electrical n Products, made from polyvinyl chloride. and bearing a 2 hr rating under the"Outlet Boxes and Fittings Classification for Fire Resistance" I^�t category in the Fire Resistance Directory. Putty pads and boxes for use in the 1 hr fire rated V446 gypsum board/steel stud Wall and Partition 'T. Design in the Fire Resistance Directory. Outlet box secured to steel stud by means of fastening tab supplied with the outlet box. Min 1/8 in.thick �L moldable putty pads are to be installed to completely cover the exterior surfaces of the outlet box(except for the side of the outlet box against the T` stud)including the tab and completely seal against the stud within the stud cavity- Outlet boxes installed with steel or plastic cover plates.When y' moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed,the horizontal separation between boxes on < 0 opposite sides of the wall may be less than 24 in.and the boxes may be installed back to back. (c../)..j `✓ — CP 617 Firestop Putty Pads,for use with max 2-1/4 by 3-3/4 by 2-3/4 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Pass and � Cl)Seymore. Inc., and bearing a 2 hr rating under the"Outlet Boxes and Fittings Classification for Fire Resistance"category in the Fire Resistance System No. F-C-301 2 V J Directory. Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboard assemblies.framed with min 3-112 in. deep wood studs and System No. F-C-2081 F Ratings- 1 and 2 Hr(SEE ITEM 1) T Ratings- 1 and 13!4 Hr(SEE ITEM 1) O constructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory.Outlet box secured to wood stud bymeans of two nailingtabs supplied with the outlet box. Min 1/8 in. thick moldable puttypads are to be installed to completely cover the F Rating1 and 2 Hr T Rating1 and 1-1/2 Hr L Rating At Ambient 4 CFM/Sq Ft pPudiP Y ' exterior surfaces of the outlet box (except for the side of the outlet box against the stud) including the nailing tab and completely seal against the L Rating At 400 F- 2 CFM/Sq Ft fff/((( stud within the stud cavity. Outlet boxes installed with steel or plastic cover plates.When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed.the horizontal separation between boxes on opposite sides of the wall may be less than 24 in. O provided that the boxes are not installed back to back . CP 617 Firestop Putty Pads,for use with max 4 by 3-3/4 by 3 in deep UL Listed Nonmetallic Outlet Boxes manufactured by Allied Molded - Tr -- 0 CI '1°' ��/-� Products, Inc., made from fiber reinforced thermoplastic and bearing a 2 hr rating under the"Outlet Boxes and Fittings Classification for Fire -- J J Resistance"category in the Fire Resistance Directory. Putty pads and boxes for use in 1 hr fire rated gypsum wallboard assemblies,framed with O ) , min 3-1/2 in deep wood studs and constructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance 0 r Directory. Outlet box secured to wood stud by means of two nailing tabs supplied with the outlet box. Min 1/8 in.thick moldable putty pads are to - fl C.... V J be installed to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud)including the nailing I 1 - ;��>s- I , i; I 0 tab and completely seal against the stud within the stud cavityOutlet boxes installed with plastic cover plates. When moldable putty pad outlet 17777 77 7 7 7 � 7555 7 7 > © ;;; box protective material is used on boxes on both sides of wall as directed,the horizontal separation between boxes on opposite sides of the wall ).� O may be less than 24 in. provided that the boxes are not installed back to back A A II O ,..4. , j U _,------ L (4) i.,', 9 0 0 o I1_ , W , , ., 1 .....___ mil mill m 0 SECTION A-A SECTION A-A 1. Floor-Ceiling Assembly-The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The F Rating of the firestop system is equal to the rating of the floor-ceiling and wall assemblies.The T Rating of the firestop system is 1 hr for 1 hr rated floor-ceiling and wall assemblies 1. Floor-Ceiling Assembly—The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the and 1-1/2 hr for 2 hr rated floor-ceiling and wall assemblies.The general construction features of the floor-ceiling materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.The F assembly are summarized below: Rating of the firestop system is equal to the rating of the floor-ceiling assembly. The T Rating is 1 and 1-3/4 hr for 1 and 2 hr rated assemblies,respectively. The general construction features of the floor-ceiling assembly are summarized below A. Flooring System- Lumber or plywood subfloor with finish floor or lumber, plywood or Floor Topping A. Flooring System—Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture*as specified in the Mixture*as specified in the individual Floor-Ceiling Design. Max diam of floor opening is 1-1/2 in. B. individual Floor-Ceiling Design. Max diam of opening for 1 or 2 hr assembly is 2-1/2 in. or 2 in.,respectively. Wood Joists*-For 1 hr fire-rated floor-ceiling assemblies nom 10 in. deep(or deeper)lumber, steel or B. Wood Joists*—Nom 10 in. deep(or deeper)lumber, steel or combination lumber and steel joists, trusses or Structural Wood combination lumber and steel joists,trusses or Structural Wood Members*with bridging as required and with Members*with bridging as required and with ends firestopped. ends firestopped. For 2 hr fire-rated floor-ceiling assemblies, nom 2 by 10 in.lumber joists spaced 16 in.OC with C. Furring Channels—(Not Shown)—(As required)-Resilient galvanized steel furring installed in accordance with the manner nom 1 by 3 in lumber bridging and with ends firestopped. specified in the individual L500 Series Designs in the Fire Resistance Directory_ C. Furring Channels-(Not Shown)-(As required)-Resilient galvanized steel furring installed in D. Gypsum Board*—Thickness,type, number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design. accordance with the manner specified in the individual L500 Series Designs in the Fire Resistance Directory. 2. Chase Wall—(Optional)-The through penetrant(Item 3)shall be routed through a fire-rated single,double or staggered wood D Gypsum Board*-Thickness,type, number of layers and fasteners shall be as specified in the stud/gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly.The chase wall shall be individual Floor-Ceiling Design- constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: 2. Chase Wall-The 1 or 2 hr fire-rated single wood stud/gypsum wallboard chase wall shall be constructed of A. Studs—Nom 2 by 6 in. or double nom 2 by 4 in. lumber studs. the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire B. Sole Plate—Nom 2 by 6 in. or parallel 2 by 4 in. lumber plates, tightly butted. Resistance Directory and shall include the following construction features: C. Top Plate—The double top plate shall consist of two nom 2 by 6 in. or two sets of parallel 2 by 4 in. lumber plates.tightly butted. Max diam of opening for 1 or 2 hr rated assembly is 2-1/2 in.or 2 in., respectively_ A. Studs-Nom 2 by 4 in. lumber studs. D. Gypsum Board*—Thickness, type,number of layers and fasteners shall be as specified in individual Wall and Partition Design. B. Sole Plate- Nom 2 by 4 in. lumber plates. 3 Cables—In 1 hr fire-rated assemblies,aggregate cross-sectional area of cables in opening to be max 45 percent of the cross- C.Top Plate-The double top plate shall consist of two nom 2 by 4 in. lumber plates. Max diam of sectional area of the opening(max 2 in. diam bundle). Cables to be rigidly supported on both sides of floor assembly.Any combination opening is 1-1/2 in. of the following types and sizes of copper conductors may be used: D. Gypsum Board-Thickness,type, number of layers and fasteners shall be as specified in individual A. RG 59 coaxial cable with single copper conductor, cellular polyethylene cellular foam insulation and polyvinyl chloride(PVC)jacket. Wall and Partition Design. B. Max 8/C No.22 AWG telephone cable with polyvinyl chloride(PVC)jacketing. C. Max 2/C No. 12 AWG cable with polyvinyl chloride(PVC) insulation and jacketing_ 3_Through-Penetrants-One nom 1 in. diam crosslinked polyethylene(PEX)SDR 9 tube for use in closed D. Max 3/C with ground No.2/0 AWG aluminum or copper Type SER cable with polyvinyl chloride(PVC)insulation. (process or supply)or vented(drain,waste or vent) piping systems. Diam of opening through flooring system F. Max 3/C with ground No.2/0 AWG Type NM cable with polyvinyl chloride(PVC)insulation. and through sole and top plates of chase wall to be max 1-1/2 in. Pipe to be rigidly supported on both sides of F. Max 3/C No. 12 AWG MC(BX)cable with polyvinyl chloride(PVC)insulation. floor-ceiling assembly. G. Max 1 in.diam metal clad TEK cable with PVC jacket. r C�,. 4. Fill,Void or Cavity Material*—Sealant—Min 3/4 in. thickness of fill material applied within the annulus.flush with top surface of 4. Fill,Void or Cavity Material*-Sealant-Min 1/2 in.thickness of fill material applied within the annulus,flush floor. Min 5/8 in.thickness of fill material also applied within the annulus,flush with bottom surface of ceiling or lower top plate. with top surface of floor and a min 1/2 in.thickness of fill material applied within the annulus, flush with the HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC-- FS611A or FS-One Sealant it bottom surface of the top plates. *Bearing the UL Classification Mark X C �� . HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC-FS-ONE Sealant 'Bearing the UL Classification MarkJ • r 0 693 Cs OF SEP 2 8 2017 No. Date Issue 1 06.27.17 PHASED PERMIT-FOUND- 2 09.28.17 FULL PERMIT SET E r C C, N A' a 4 D !9 a f 5I Project Architect PRC 7 '4 Project Designer JB/WC/JN U O y m Date 09/28/17 0 Job Number 216058 s fN N Drawn By CW/JOMIC Checked By JB/WC r- Title r FIRE RATED a PENETRATION DETAILS (— Sheet Number Et 0_ A0-6.3 0 0O ,= SIGN NOTES: NOTE:TEXT TO READ AS STAIR IS " iS Ir NUMBERED PER DOCUMENTS 1. A SIGN SHALL BE PROVIDED AT EACH FLOOR r STAT R 1 I NOTE:TEXT TO READ AS APPLICABLE K E P H A R T LANDING IN EXIT ENCLOSURES CONNECTING MORE FOR EACH FLOOR LEVEL THAN (3)STORIES DESIGNATING FLOOR LEVEL, I NOTE:TEXT TO READ FOR NUMBER TERMINUS OF THE TOP AND BOTTOM OF THE EXITOF ACTUAL LEVELS PER STAIR PLAN community pinning ENCLOSURE AND IDENTIFICATION OF THE STAIR NOTE: BRAILLE TO READ PER 2555 WALNUT STREET OR RAMP. SIGNAGE SHALL ALSO STATE STORY OF I C; TH R J,5 APPLICABLE STAIR PLANS DENVER,COLORADO 80205 AND DIRECTION TO THE EXIT DISCHARGE AND : ` F by (SIGN REPRESENTATIONAL ONLY) www kephart.com AVAILABILITY OF ROOF ACCESS FROM THE ENCLOSURE FOR THE FIRE DEPARTMENT. SIGN -----____---- SHALL JSHALL BE LOCATED 5-FT.ABOVE FLOOR LANDING �'' IN A POSITION READILY VISIBLE WHEN DOORS ARE 1' IN THE OPEN AND CLOSED POSITIONS. PER OSSC /� SECTION 1022.9. ,/ 2. FLOOR LEVEL IDENTIFICATION SIGNS IN TACTILE / CHARACTERS COMPLYING WITH CHAPTER 11 // SHALL BE LOCATED AT EACH FLOOR LEVEL /' LANDING ADJACENT TO THE DOOR LEADING FROM �' THE ENCLOSURE INTO THE CORRIDOR TO IDENTIFY /�/ � r/ THE FLOOR LEVEL. PER OSSC SECTION 1022.9. 3. STAIR LEVEL IDENTIFICATION SIGNS SHALL BE ,/ W ccW PROVIDED AS REQUIRED BY ANSI SECTION 504.9 `. ,� Lu o~ U 4. SIGNS CONTAINING TACTILE CHARACTERS SHALL '\ Q ¢ W 1'-0" - - - - - - - BE LOCATED SO THAT A CLEAR FLOOR AREA 18" 'N Z ct z I = r I I 0 -1/1- MIN. X 18"MIN.,CENTERED ON THE TACTILE ..II 0 � w v u) 11.1 _, 0 PULL SIDE CHARACTERS, •IS PROVIDED BEYOND THE ARC OF `. ¢ m RESERVED 1. LIGHTING CONTROLS, ELECTRICAL co = ANY DOOR SWING BETWEEN THE CLOSED PARKING PANELBOARDS, ELECTRICAL SWITCHES ANDCO , r • POSITION AND 45 DEGREE OPEN POSITION. \\`� a Z ~ `O ® R7-8 RECEPTACLE OUTLETS,ENVIRONMENTAL5. TACTILE CHARACTER HEIGHT SHALL BE 518" MIN. .. . Z `, CONTROLS,OPERATING HARDWARE FOR Ifl PUSH SIDE tii AND 2" MAX. � C° _ OPERABLE WINDOWS„ PLUMBING FIXTURE i i 1 : • ;-ST , CONTROL,AND USER CONTROLS FOR 6. TACTILE CHARACTERS SHALL BE RAISED 1/32", .� O ± Oa' VAN R78b AT VAN STALLS SECURITY OR INTERCOM SYSTEMS SHALL z BRAILLE DOTS SHALL BE RAISED 1140". `1 J ACGESSf9LE i - COMPLY WITH ANSI SECTION 309.AT ANSI x - CENTER SIGN WITHIN PARKING TYPE'A'UNITS,REACH RANGES PER ANSI X O b z STALL AT INTERIOR END SECTION 308 ALSO APPLY TO APPLIANCE 2 cc) in g INFORMATION SHOWN FOR REFERENCE ONLY.SIGNAGE PACKAGE TO BE APPROVED BY DEFERRED SUBMITTAL. SUBMIT ALL CONTROLS,OPERATING HARDWARE FOR Q SIGNAGE TO OWNER/ARCHITECT FOR REVIEW PRIOR TO INSTALL/FABRICATION. 2"DIAMETER METAL PIPE WHERE OPERABLE WINDOWS,AND PLUMBING co v WALL MOUNTING IS NOT PRACTICAL FIXTURES. O REFERENCED STANDARDS: 2. PROVIDE 30"x48"CLEAR FLOOR SPACE NOTES: PERPENDICULAR TO WALL FOR FORWARD 1 0 0 0 1'-6"MIN. X 1. OSSC SECTIONS 1022.9 AND 1110 1. ACCESSIBLE SPACES SHALL BE LOCATED AS REACH CONTROLS. - --- 4 4- + } W CLOSE AS POSSIBLE TO THE ENTRANCE OF 3. BOTTOM OF ROUGH ELECTRICAL BOX AT 15" 2. ADAAG 4.30 THE FACILITY BEING SERVED. MIN.AFF. v yyr�ns �.,r is k ?� cc 2. ONE D9-6(ODOT)lN-61 (CITY)SIGN SHALL BE 4. TOP OF ROUGH ELECTRICAL BOX AT 46"MAX. BOTTOM OF BOTTOM OF Z p �� � . , '/�'-,rj .' PLACED AT THE HEAD OF EACH ACCESSIBLE AFF. RECEPTACLES LOWEST 1:°RECEPTACLE O wi ENCLOSED STAIR SIGNAGE PARKING SPACE. 4 ti ¢ 3. ALL VERTICAL ENTRANCES TO;AND FINISHED FLOOR r NOTES: 112" = 1'-0" (p VERTICAL CLEARANCES WITHIN;THE 1, . X=0",TYP. (1/111) w PARKING STRUCTURE SHALL BEA MIN.8'- = PARKINGSPACES BOTH O THE VAN ACCESSIBLE m FRONT APPROACHES 12" CLF OORHAS BOTH A CLOSER O Q AND LATCH. 4. ALL SIGNAGE BY OTHERS. INFORMATION ACCESSIBLE SYMBOL PER SHOWN FOR REFERENCE ONLY.SIGNAGE PACKAGE TO BE APPROVED BY DEFERRED ICC/ANSI A117.1-2009 SECTION ON SUBMITTAL. SUBMIT ALL SIGNAGE TO 703.6.3.1 OWNER/ARCHITECT FOR REVIEW PRIOR TO NOTE:ALL DIMENSIONS ARE TO FACE OF FINISH } I (i.:10, INSTALLATION/FABRICATION. REFERENCED STANDARDS: SWING DOOR PULL SIDE r -.,!7 i.ADAAG 4.1.3(13) LLI V J STALL SURFACE 2. FEDERAL FAIR HOUSING ACT REQ. 5 r PUSH SIDE 112"MAX.THRESHOLD 4 FLOOR LEVEL-114"MAX. VERTICAL ACCESSIBILITY SIGNAGE9 OUTLETS/SWITCHES/CONTROLS CHANGE INLEVEL 1/2"MAX.VERTICAL �� c..... �--i "' CHANGE ALLOWED IN FLOOR LEVEL x v O WHEN BEVEL WITH SLOPE LESS THAN 112" = 1'-D" 112" = 1'-D" X X U 1 1:2 15 PROVIDED. � � z F IMIIM � 9'-0" 9'-0" ii? m DIRECTIONAL IDENTIFICATION, NOTE: 1- t (9- X X 22"MIN. W CHANGES IN LEVEL GREATER 4- Ce- ui v M { } } 2 g w THAN 112"IN HEIGHT SHALL BE t32"MIN.CLEAR Op �J 1:1:1 RAMPED WITH A RUNNING O - SIGN NOTES: 1 �TTT\ 1 2 SLOPE NOT STEEPER THAN 1. REQUIRED ACCESSIBLE SYMBOL OF CCESSIBILITYE PER OSSC SECTION TS SHALL BE IDENTIFIED AND ANSI SECTION 7 3INTERNATIONAL.1 / 1.12 4"WIDE PAINTED STRIPE(TYP.) �j : • w... 4.t ' o F , - x, ,.; 2. DIRECTIONAL SIGNAGE INDICATING ROUTE TO ACCESSIBLE ELEMENTS SHALL BE ,/ PROVIDED PER OSSC SECTION 1110.2 /r/ an rr^� E? � NOTES: 118"PER FT MAX SLOPE O V °-' r X=0" ,TYP. ~� HINGE SIDE APPROACHES X= 12"IF DOOR HAS �+ BOTH A CLOSER INFORMATION SHOWN FOR REFERENCE ONLY. SIGNAGE PACKAGE TO BE APPROVED BY DEFERRED SUBMITTAL.SUBMIT ALL AND LATCH. SIGNAGE TO OWNER/ARCHITECT FOR REVIEW PRIOR TO INSTALL/FABRICATION. 0 HINGED DOOR0 CA �I �� -~ REFERENCED STANDARDS: REFERENCED STANDARDS: PULL SIDE PUSH SIDE 1. OSSC SECTION 1110 1. FEDERAL FAIR HOUSING ACT REQ.4 r �1 -~ W W v STANDARD PARKING STALL COMPACT PARKING STALL 2. ADAAG 4.30 2. ADAAG 4.13.8IX CA s'-6" 5,0.. z z U U Q p" 1 Mcc cc z = 0 ACCESSIBILITY SIGNAGE0 THRESHOLD o 3"WIDE PAINTED STRIPES AT 3'-0" I � � I X X a Om Oo 112" - 11-0" 6" - 1' D" C t t- u u ac v i+r W z z 7. Q 2'-0"MIN. (MD 1 2'-0"MIN. 1 kr- -kr ACCESSIBLE SYMBOL PER ICCIANSI - ti 1 r NI w v ' O A117.1-2009 SECTION 703.6.3.1 _ I 4 w I i I ` NOTE:TEXT TO READ PER APPLICABLE OCI 60 } M ' � rNH9� ROOM DESIGNATION �,.�r4" MAX 7 ICL'\. i .rte,... : :,Gc;. �� I (SIGN REPRESENTATIONAL ONLY) __ (TFR �/ Rnnnn/ /_ OBJECTS WITH LEADING EDGES STARTING MORE THAN 27"ABOVE FINISFIED FLUOR WITH A HEIGHT NOT MORE THAN 80"MAX. /r - IP OP X LATCH SIDE APPROACHES • • �R, HORIZONTALLY INTOACI R UL T" -) �i HORIZONTALLY INTO A CIRCULATION PATH , PER ANSI SEC. 307.2. PROTRUDING ACCESSIBLE STALL WITH ACCESS AISLE NOTES: i/ OBJECTS CANNOT REDUCE THE CLEAR 1.CLEARANCES ARE REQUIRED AT ALL DOORS IN COMMONS AREAS,ANSI TYPE'A'UNITS,AND THE PRIMARY / 4- WIDTH REQUIRED FOR ACCESSIBLE DOORWAY WITHOUT DOOR ENTRANCE DOOR ATFHA/ANSI TYPE'B'UNITS � ' ROUTES. SIGN NOTES: , . �� � 2 ,Fc �v NOTES: PARKIN TALL STRIPING 1. IDENTIFICATION SIGNS SHALL BE PROVIDED A5 i� O � �; G ^ -----/--/----"-------------_____ , � O � 1 HANDRAILS ARE PERMITTED TO ``J NOTE:ALL DIMENSIONS ARE TO FACE OF FINISH NOTE:ALL DIMENSIONS ARE TO FACE OF FINISH REQUIRED BY 1998 ADA DESIGN GUIDELINES, i l� � PROTRUDE 4 112"MAX. CHAPTER 4 i 0 2. DOOR CLOSERS AND DOOR STOPS ARE 2. SIGNS CONTAINING TACTILE CHARACTERS SHALL �_ W Q 1/$" = 1'-D" REFERENCED STANDARDS: REFERENCED STANDARDS: BE LOCATED IN THATA CLEAR FLOOR AREA 18° �LL _ PERMITTED TO BE 78"MIN.ABOVE 1. FEDERAL FAIR HOUSING ACT REQ. 3 1. FEDERAL FAIR HOUSING ACT REQ. 3 MIN.X 18"MIN.,CENTERED ON THE TACTILE �\ 0 Q O a Z , \ FINISHED FLOOR 2.ADAAG 4.13.5 2. ADAAG 4.13.6 CHARACTERS, IS PROVIDED BEYOND THE ARC OF • W _ \. '; 3. GUARDRAILS OR OTHER BARRIERS Z Q Z ¢ SHALL BE PROVIDED WHERE OBJECT ANY DOOR SWING BETWEEN THE CLOSED •\ = J U o -ii��< PROTRUSION 15 BEYOND THE LIMITS POSITION AND 45 DEGREE OPEN POSITION. • W U W co ALLOWED BY ANSI SEC.307.2 AND 307.3 3. TACTILE CHARACTER HEIGHT SHALL BE 518"MIN. `• W Q W AND 2"MAX. `\ co H m 4. TACTILE CHARACTERS SHALL BE RAISED 1132", O Q N DOOR WIDTH & DEPTH MANUEVERING CLEARANCES BRAILLE DOTS SHALL BE RAISED 1140 • • Z n q' .4g) 112" = 1'-0" 8 112" = 1-0" X rSt` �j r - ` O = /i �t' c s i/ �- i,_.ma rc. 5,,"",: '§. ',!//j/ft,rx ,'mss.;;' O �� 1 I 20" MAX 20"-25" 10" MAX 30" MIN 24" MAX. 30''MIN INFORMATION SHOWN IS FOR REFERENCE ONLY. SIGNAGE PACKAGE TO BE APPROVED BY DEFERRED MAX,- +� -t COUNTER SUBMITTAL. SUBMIT ALL SIGNAGE TO OWNER/ARCHITECT FOR REVIEW PRIOR TO / - - J - *` DEPTH INSTALLIFABRICATION. NOTE:ALL DIMENSIONS ARE TO FACE OF FINISH i / 1 ' r:, NOTE:ALL DIMENSIONS ARE TO FACE OF FINISH CLEAR FLOOR SPACE �� A , REFERENCED STANDARDS: �1 � ` REFERENCED STANDARDS: CENTERED ON �� `�18" TACTILE CHARACTERSAlt - 1. ADAAG 4.30 I 1. FEDERAL FAIR HOUSING ACT REQ. 2 �D , b r` �_ �"_� r I 2.ADAAG 4.4.1 r _ MIN 2 LU 2 ®Y, MISCELLANEOUS ROOM SIGNAGE PROTRUDING OBJECTS LOCATION co J dm J �ttl ki Z + 111111 Q l r1. 51NGLE DOOR-ALONGSIDE DOOR ON LATCH 51DE U W �.;\��� W = IIIA 1. ' ' , 0 22. DOUBLE DOOR WITH ONE ACTIVE LEAF-ON INACTIVE Z i" `IZ 7.0 ��y` - = M 11\ = 112" = 1''O" CO 112" = 1''D" .,, LEAF 1w: 1 III` _ Y i C' -�I%I�� ��-- , 1- _ ` • 3. DOUBLE DOOR WITH TWO ACTIVE LEAVES TO THE ¢ .Q i I ;� - I , E RIGHT OF THE RIGHT-HAND DOOR h' ���� /", CO /,. i ,..:l,H" "h TEXT TO READ PER APPLICABLE > �/� >,..., <:e; S r >.�.. :... x:r >� > is s�> i J, 4. WHERE THERE IS NO WALL SPACE AVAILABLE IN THE ,> A -! �- i�.,.,.. LOCATIONS ABOVE,SIGNAGE SHALL BE MOUNTED TO '" 'v �."' "� ROOM DESIGNATION 9 , rr`` THE NEAREST ADJACENT WALL 48" MIN J 48' MIN 1 BRAILLE TO READ PER APPLICABLE ��+ V 5. SIGNS WITH TACTILE CHARACTERS SHALL BE 1• -' UNOBSTRUCTED HIGH AND OBSTRUCTED HIGH SIGNAGE REQUIREMENTS PERMITTED ON THE PUSH SIDE OF DOORS WITH MAXIMUM FORWARD REACH OVER AN OBSTRUCTION IF CLOSERS AND WITHOUT HOLD-OPEN DEVICES LOW SIDE REACH LI M ITS SIDE REACH A. (SIGN REPRESENTATIONAL ONLY) S 2 8 2017 NOTE: EXIT STAIR • 1. INFORMATION BASED ON ICC/ANSI A117.1-2009,SECTION 703.3.11 Y` 10"MAX. No. Date Issue -. 30"MIN. i /s:•' 1 06.27.17 PHASED PERMIT-FOUND. ,.; �� // ,;. GUARDRAILS OR OTHER r A BARRIERS MUST BE PROVIDED 2 09.28.17 FULL PERMIT SET TACTILE SIGNAGE AT DOORS , '���� ;� � , E sR HAN 801ABOVE TTHENCE IS - ,,... / FLOOR.THE LEADING EDGE OF 14 112" - 1'-0" I NII _ f �-� SUCH GUARDRAIL SHALL BE 27" , r IIII 1 " ,' o MAX.ABOVE FINISHED FLOOR - co ) I 1 �, Y� ,' PER ANSI SEC. 307.4 4 io .ail �sr X191 rz \ �00 � EsmsNI Xal -- ----. BY i:_ / J `� ea Fe ��� SIGN NOTES: , LU >..-} ~i M j , LL F- Z � _ I• �. �. _ m u, 4 � �'�'° -!h �1`` %y- L� J 1 REQU RED BY OSSC SECTION 1010.31DED A5 (' O N 2 PRC. TACTILE EXIT SIGNS SHALL BE V Project Architect P T. "it I - 2. SIGNS CONTAINING TACTILE CHARACTERS SHALL ,` W i I R OTHER/:• � // ,- ->, ` Z < ,:� � BAORRIRS SHDALL BE 30 MIN BE LOCATED SO THAT A CLEAR FLOOR AREA 18 J �..:;.; .._.,c.,�i;,. T z,,. �. �........:., s,,ice....,.... .,:, LL , .. / .t.4-4.:e,' - 2 PROVIDED WHERE OBJECT Project Designer JB/WC/JN • � .. • -•' MIN X 18"MIN CENTERED ON THE TACTILE �/ CHARACTERS, IS PROVIDED BEYOND THE ARC OF W SECTION PROTRUSION IS BEYOND THE 48" MIN. 48" MIN. 10" MAX �� ANY DOOR SWING BETWEEN THE CLOSED CO• ¢ J LIMITS ALLOWED BY ANSI SEC. - "'��"'w 307.2 AND 3D7.3 Date - POSITION AND 45 DEGREE OPEN POSITION. `• O U 09/28/17 3. TACTILE CHARACTER HEIGHT SHALL BE 518"MIN. `� ~ < o CLEAR FLOOR SPACE OBSTRUCTED HIGH Z UNOBSTRUCTED MAXIMUM FORWARD REACH AND2"MAX. • Job Number 216058 PARALLEL APPROACH SIDE REACH 4. TACTILE CHARACTERS SHALL BERAISED 1132", • U1 FORWARD REACH OVER AN OBSTRUCTION BRAILLE DOTS SHALL BE RAISED 1/40". .••\ O Drawn By CWIJOIWC FORWARD REACH RANGES SIDE REACH RANGES Checked By JBIWC INFORMATION SHOWN IS FOR REFERENCE ONLY. SIGNAGE PACKAGE TO BE APPROVED BY DEFERRED SUBMITTAL. Title t--- NOTE: NOTE:ALL DIMENSIONS ARE TO FACE OF FINISH SUBMIT ALL SIGNAGE TO OWNER/ARCHITECT FOR REVIEW PRIOR TO INSTALL/FABRICATION. NOTE:ALL DIMENSIONS ARE TO FACE OF FINISH ACCESSIBILITY DETAILS, No REFERENCED STANDARDS: NOTE: REFERENCED STANDARDS: PUBLIC SPACES 1. ADAAG 4.2 1.WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION,A CLEAR FLOOR SPACE COMPLYING WITH ANSI REFERENCED STANDARDS. 1. FEDERAL FAIR HOUSING ACT REQ. 2I- 2. FEDERAL FAIR HOUSING ACT REQ. 5 SECTION 305 SHALL EXTEND BENEATH THE OBSTRUCTING ELEMENT FOR A DISTANCE NOT LESS THAN THE 1. OSSC 1011 AND 11 10 2. ADAAG 4.4.2 = REQUIRED REACH DEPTH OVER THE OBSTRUCTION. 2.ADAAG 4.30.4 Sheet Number (,r REACH RANGES TACTILE EXIT SIGNAGE REDUCED VERTICAL CLEARANCE Ir N.T.S. 0 112" = 1'-0" 112" = 1'-0" A0-7. 1 0 UO