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Plans FIRE DAMAGE REPAIR R A IEC& PROPERTY 11555 SW 135TH AVE. TIGARD OR, 97223 SDA OLUTIONS 2850 SW CEDAR HILLS BLVD.SUITE 106 CITY OF TIGI`.•. BEAVERTON,OREGON 97005-1354 CONTACT:CHRISTOPHER NESTLERODE BUILDING OIV PHONE:503-382-000 EM.CHRIS@PDSLLCNW.COM PROJECT DIRECTORY DRAWING INDEX GENERAL NOTES OWNER 1. OMISSIONS OR CONFLICTS BETWEEN ELEMENTS OF THE DRAWINGS,NOTES,AND/OR 17. THE CONTRACTOR SHALL NOTIFY THE DESIGN TEAM AT LEAST 72 CC N DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND RESOLVED HOURS IN ADVANCE OF ANY CONSTRUCTION THAT REQUIRES Q ARCHITECTURAL BEFORE PROCEEDING WITH THE WORK. SPECIAUREQUIRED INSPECTION(s). Q- o LLI ® AO TITLE SHEET 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT THE JOB SITE TO FAMILIARIZE 18. ALL MATERIALS REQUIRED SHALL BE OF A GRADE AND QUALITYCC a HER/HIM SELF WITH ALL THE EXISTING CONDITIONS THAT COULD AFFECT THE CONSISTENT WITH THE INTENDED USE AS SPECIFIED. < ® A0.1 CODE SHEET,LOCATION&SITE PLAN INSTALLATION OF ANY WORK SET FORTH IN THESE PLANS. 19. ALL EQUIPMENT OR MATERIALS NOT SHOWN OR SPECIFIED ON THE W o DESIGN FIRM ® Al FIRST FLOOR PLAN-UNIT 109&110 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ANY OR ALL EXISTING PLANS OR IN THE SPECIFICATIONS,BUT ARE REQUIRED TO 0 A2 SECOND FLOOR PLAN CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY UTILITIES FOUND TO BE IN COMPLETE THE INSTALLATION SHALL BE SUPPLIED BY THE < W PROPERTY DAMAGE SOLUTIONS ® THE WAY OF THE NEW CONSTRUCTION SHALL BE REMOVED,RELOCATED OR REPLACED CONTRACTOR AS PART OF THE CONTRACT WORK. Q F_ 2850 SW CEDAR HILLS BLVD.,SUITE 106 ® A3 ROOF FRAMING PLAN AS DIRECTED REFER TO PLUMBING,ELECTRICAL,MECHANICAL AND/OR CIVIL PLANS FOR 20. ALL PENETRATIONS THROUGH FIRE RESISTIVE FLOORS OR WALLS o BEAVERTON,OREGON 97005 ® A4 ROOF PLAN SPECIFIC REQUIREMENTS. SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS W 3 Phone:(503)341-8000 ® A5 ROOF DETAILS Contact:Chris Nestlerode 4. REFERENCE ALL SHEETS FOR SCOPE OF WORK&COORDINATION. THAT CONFORM TO THE UNDERWRITER LABORATORIES LISTING FOR CC 2 ® A6 FIRE SEPARATION DETAILS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXISTENCE AND THROUGH PENETRATION FIRE STOP SYSTEMS.THE CONTRACTOR IL CONTRACTOR ® A7 FIRE SEPARATION DETAILS LOCATION OF ALL UNDERGROUND OR CONCEALED UTILITIES IN ADVANCE OF ANY SHALL SUBMIT MANUFACTURERS SHOP DRAWINGS AND DATA a A8 ENCLOSURE DETAILS CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO HIRE A PRIVATE UTILITY SHEETS FOR ALL PENETRATIONS. PUROCLEAN RESTORATION SERVICES ® A9 ENCLOSURE DETAILS LOCATING SERVICE TO LOCATE ALL UNDERGROUND UTILITIES ON OR NEAR THE 21. ALL RATED DOOR/WINDOW FRAME ASSEMBLIES SHALL BE LISTED 5882 NE PINEFARM ® A10 ENCLOSURE DETAILS PROJECT SITE. AND LABELED BY APPROVING AGENCY AND HAVE APPROPRIATE 5I82 NE PINRO, FARMOREG COURT 97124 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE ALL ABANDONED HARDWARE PER CODE REQUIREMENTS. ® A11 PENETRATION DETAILS (RETIRED)UTILITIES THAT INTERFERE WITH THE CONSTRUCTION PROJECT. THE 22. ALL BLOCKING OR BACKING MATERIAL SHALL BE SOLID WOOD FOR PHONE 503 820 5200 ® Al2 PENETRATION DETAILS CONTRACTORS AND LOCAL UTILITY AND TRAFFIC CREWS SHALL COORDINATE WORK ALL WALL MOUNTED ITEMS. CCB#: ® A13 PENETRATION DETAILS SCHEDULES SO AS TO PREVENT ANY CONFLICTING WORK CONDITIONS. 23. INSTALL A CONTINUOUS BEAD OF SEALANT AT ALL GAPS/SEAMS N CL CONTACT:BRIAN TUCKER 7. ALL ITEMS REMOVED SHALL BE TEMPORARILY STORED IN A LOCATION APPROVED BY BETWEEN IMMOVABLE EQUIPMENT AND WALLS. '. EM: btucker@puroclean.com cv m D a THE OWNER,AND THE OWNER SHALL REVIEW ALL ITEMS PRIOR TO ANY DISPOSAL. ANY 24. ALL SURFACES SHALL BE PAINTED OR FINISHED PER SPECIFICATION. o z N wsiw ITEM WHICH IS DEEMED SALVAGEABLE SHALL REMAIN THE OWNER'S PROPERTY,AND REFER TO FLOOR PLANS,ROOM FINISH SCHEDULE,BUILDING/WALL g om w WILL BE REMOVED TO STORAGE FACILITIES DESIGNATED BY THE OWNER FOR FUTURE SECTIONS,DETAILS AND SPECIFICATIONS FOR ADDITIONAL 0 o USE. IF THE OWNER DEEMS AN ITEM AS NON-SALVAGEABLE,THE CONTRACTOR SHALL PAINTING&FINISH REQUIREMENTS. DISPOSE OF IT. 25. ALL INTERIOR FINISHES SHALL CONFORM TO CODE REQUIREMENTS. 8. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY DEBRIS 26. PROVIDE AN ESCUTCHEON AT EACH PIPE PENETRATION @ FLOOR ENERGY CODE COMPLIANCE RESULTING FROM THE DEMOLITION AND CONSTRUCTION.AT NO TIME SHALL ANY OF AND/OR WALL SURFACES,TYPICAL. THIS MATERIAL OBSTRUCT THE NORMAL OPERATION OF THE FACILITY. 27. ALL CORES INTO WALLS AND SLABS SHALL BE PRIOR APPROVED BY TABLE N 1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ANY OR ALL EXCESS THE DESIGN TEAM. EXCAVATION AND CONSTRUCTION RELATED DEBRIS,AT THE END OF EACH WORK DAY. 28. INSTALL GYPSUM BOARD CONTROL JOINTS AT ALL LOCATIONS WALL INSUL R-15 10. THE CONTRACTOR IS ADVISED THAT DAMAGE TO ANY PORTION OF THIS PROJECT'S INDICATED OR IF NOT INDICATED AS ACCORDING TO THE FLAT CLG INSUL R-49 BUILDING(s)&SURROUNDING AREA AS A RESULT OF THIS PROJECT IS TO BE REPAIRED REQUIREMENTS THAT ARE ESTABLISHED IN THE SPECIFICATIONS. W AT THE CONTRACTOR'S EXPENSE. 29. ALL WINDOWS SHALL BE INSULATED GLASS,THERMALLY BROKEN. VAULTED CLG INSUL> 10 IN. NOMINAL RAFTER DEPTH R-25 11. THE JOB SITE,AT THE COMPLETION OF CONSTRUCTION,SHALL BE CLEANED OF ANY 30. ALL GYPSUM WALL BOARD SHALL BE AS IDENTIFIED. I VAULTED CLG INSUL>8 IN. NOMINAL RAFTER DEPTH R-21 DEBRIS OR SPOILS RESULTING FROM THE CONSTRUCTION. 31. MAINTAIN FULL UNOBSTRUCTED ACCESS TO ALL BUILDING EXITS 12. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING RECORDED THROUGHOUT CONSTRUCTION. W UNDER FLOOR INSUL> 10 IN. NOMINAL JOIST DEPTH R-30 DIMENSIONS INDICATED AND ALL EXISTING CONDITIONS THAT IMPACT NEW I- H UNDER FLOOR INSUL>8 IN. NOMINAL JOIST DEPTH R-25 CONSTRUCTION. F- 13. USE WRITTEN DIMENSIONS ONLY.WHERE NO DIMENSION IS PROVIDED,CONSULT THE SCOPE OF WORK SLAB EDGE PERIMETER INSUL R-15 DESIGNER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 14. THE CONTRACTOR SHALL ESTABLISH ALL QUANTITIES BASED ON ACTUAL CONDITIONS. WINDOW CLASS U=0.30 THESE DRAWINGS ARE NOT TO BE SCALED. PROJECT TO CONSIST OF: 15. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES,RULES AND SKYLIGHT CLASS U=0.60 REGULATIONS. THE PROJECT CONSISTS OF, EXTERIOR DOORS U=0.20 16. REFER TO BUILDING CODE FOR ADDITIONAL CODE REQUIREMENTS. • REPLACE DAMAGED INTERIOR FINSIHES,WINDOWS AND DOORS EXTERIOR DOORS w/>2.5 SF. GLAZE U=0.40 • REPLACE RATED SHEETROCK • REPLACE DAMAGED ROOF TRUSSES,SHEATHING AND ROOFING AO FORCED AIR DUCT INSUL R-8 BUILDING CODE INFORMATION -.,. ARCHITECTURAL SYMBOLS DRAWING REFERENCE TITLE PROPERTY BUILDING CODES: 2019 OREGON STRUCTURAL SPECIALTY CODE Hilisbara I + DAMAGE 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE : )/ -, DRAWING TITLE SOLUTIONS 2018 INTERNATION EXISTING BUILDING CODE f • '�" DRAWING NUMBER NAME 1 2850 SW CEDAR HILLS BLVD.SUITE 106 Cedar Eillk-�-_____i ib =z- Porti a�d SHEET NUMBER BEAVERTON,OREGON 97005-1354 CHAPTER 3: OCCUPANCY IS R-2 o. _ CONTACT:CHRISTOPHER NESTLERODE CHAPTER 4: Aloha SCALE OF DRAWING SHT 1/ = 11-0" PHONE 503-382-8000EM.CHRIS@PDSLLCNW.COM 420.2 DWELLING UNIT SEPARATION WALLS SHALL BE FIRE Beaverton PARTITIONS, TO MATCH EXISTING. , I i' x- DETAIL TARGETS CHAPTER 5: HEIGHTS AND AREAS ARE EXISTING. NO CHANGE. Ha2c,da'Q .• gk - CHAPTER 6: CONSTRUCTION TYPE V-B,ALL LOAD BEARING ,3�t DRAWING NUMBER WALLS OF RATED LIDS 1-HR. I. SHEET NUMBER W 11555 SW 13�tt-���,. �, CHAPTER 7: SEPARATION WALLS 1 HR. CONTINUE TO Ivlitg`Imik'� AREA TO BE DETAILED Ct N N Pdrtlr► t tR 97i3 UNDERSIDE OF RATED ASSEMBLY OR TO ROOF SHEATHING . ' :,, `4,• CUTLINE Q ABOVE NON-RATED CEILING PER 708.4. ! o CHAPTER 8: INTERIOR FINISHES TO BE CLASS C. I! li 1 # \ I W ci CHAPTER 9: BUILDING IS NOT CURRENTLY SPRINLERED TE rd Lake C,�r�rc9 _ a SHT# a s WALL SECTION TARGET / W ASSESSED VALUE OF 11555 SW 135TH AVE IS$4,556,880.00 IE *': o TOTAL BUILDING AREA IS 96,900 SF DRAWING NUMBER �� C� a COST PER SF IS$47.02 ' DIRECTION VIEWED AT CUTLINE 4� < a SHEET NUMBER = BUILDING AREA IS 6,768 SF PROJECT NORTH a ASSESSED VALUE OF BUILDING IS$318,321.00 1 LOCATION PLAN LOCATION TARGET ELEVATION VALUATION OF THE REPAIRS IS $75,000 W $75,000/$318,321 =23.5% <25% A0.1 SCALE: N.T.S. ELEVATION REFERENCE 2 THE DAMAGE TO THE STRUCTURE IS LESS THAN 25% OF THE MATERIAL DESIGNATION ELEVATION VALUE OF THE STRUCTURE. SPRINKLERS ARE NOT REQUIRED. (TOP OF CURB) LOCATION CHAPTER 10: REPLACED BEDROOM WINDOWS SHALL MEET LEADERS EGRESS PER PLAN NOTES. CHAPTER 11: NO CHANGE TO EXISTING. CHAPTER 12: SEPARATION WALLS AND FLOORS SHALL MEET DIMENSIONS STC 50 MIN. AREA OF WORK 1 1/4" „� .1 , i .. / CHAPTER 13: PER INTERNATIONAL ENERGY CONSERVATION I ,,, },yd, .n , iti CODE. : c !: 46�€ -Ii'x �.E.. r � g. e i WALL TYPE TARGET r o a 2018 INTERNATIONAL EXISTING BUILDING CODE: -- - , = F z CHAPTER 2: DAMAGE NOT CONSIDERED SUBSTANTIAL. �'� , , �,g.3 3A3 ,;L N' TM twomiN m %a 4 L O 3.L3m w CHAPTER 3: REPAIR PER 301.2, REPAIRS SHALL COMPLY WITH 'FLY tq o a o THE REQ. OF CHAPTER 4: `; DOOR TAG 405.2.1 DAMAGED ELEMENTS SHALL BE PERMITTED TO BE _ -I RESTORED TO THEIR PRE DAMAGE CONDITION. ' A. j ' z �< Y j .., .a,, J. KEYNOTE TAG Q a,F16�S. J i 115.3T}*'"t mg.," .*„t• f�:tcrla:1 } 1E 3�,U i€ tr,,,_.w w1 SK7�3�s n'Y•7i *? �+ 1 ! s Q.- , ? 7 :1 NORTH ARROW 7YlY/Na S,qf v Z1' 'nbraI— %.*I1111 iih rtlikl 11) 1 7]Fr3'7 119:" F t� O w F ..: 1, PROPERTY LINE { hiii p ,,,r �, 3 r3E+F ,. a; ,,,, -,3 m �aN, ,0-L lac ,,,,m7 03/7}Rey CENTER LINE cc 5nr3 4,2o; 3 ± . GRAPHIC SCALE Q :3.3-/A ,i a ci:-.3,-..:,t; '?a9S.,ETI7�WIX6.t Ikik?,a :P'R-1::''°A: `.7flb1 rJfil f'71M7`fla-41: —- _ ,, ,�, . ..I I.,,,r'il O . , , �, > ELEMENTS ABOVE {••s 1 , 3725 ',I4Nt; kkln, i 1i 4' I ifIth , '' Y ''1"/ }p . I 0 # # # ELEMENTS BELOW ROOM NAME TAG SITE PLAN SCALE: N.T.S NORTH DEMO WORK RO OM-NAME ROOM-NAME A . OSQFT O■ LEGEND Adfr PROPERTY 1-HOUR UNIT SEPARATION WALL PER DET.4/A6 DAMAGE SOLUTIONS """" 1-HOUR INTERIOR WALL PER DET.3/A6 2850 SW CEDAR HILLS BLVD.SUITE 106 BEAVERTON,OREGON 97005-1354 '—'1 1 HR EXTERIOR WALL PER DET. 1/A6 CONTACT:CHRISTOPHER NESTLERODE • PHONE:503-382-8000 EM.CHRIS@PDSLLCNW.COM I EXISTING WALLS ® REPAIR WALLS, FRAMING TO MATCH (E) REPAIR DAMAGED 1-HOUR RATED LID FINISH w/ CC N It__ , RATED GYP or PLY SEE DETAIL 2/A6 Q a. o 24'-0" / 24'-0" / g, PROVIDE 110V INTERCONNECTED SMOKE DETECTOR WITH W o BATTERY BACK-UP(REQUIRED FOR ALL SLEEPING SPACES) CC J 1 W A6 OS PROVIDE NEW COMBONATION SMOKE/CARBON MONOXIDE C a C P00 DETECTOR. < LI 1 RATED 4 PLAN NOTES: M IBEDRM 1 SEPARATION A6 W i A14 g109 ge I N a ® REMOVE ALL EXISTING INTERIOR FINISHES&FIXTURES EXPOSED TO SMOKE&WATER INCLUDING DOORS, LL 4g\ (N) A15 WINDOWS, INSULATION,AND TRIM AND REPLACE WITH NEW MATERIALS AS REQ.TO MATCH EXISTING U.N.O. 1 I O® N © SEAL EXISTING BUILDING SURFACES EXPOSED TO SMOKE AND NOT IDENTIFIED AS DAMAGED. SEAL PER Al2 - MSTR BEDRM RESTORATION INDUSTRY RECOMMENDATIONS OR AS REQUIRED BY JURISDICTIONAL RECOMMENDATIONS. CLOSET 109 0 CA13i _HALL © REPLACE EXISTING EXTERIOR WINDOWS,SLIDING DOOR,AND DOORS. t 7 109, I® I OD REPAIR EXISTING SEPARATION WALL WHERE SHEETROCK HAS BEEN REMOVED. REMOVE AND REPLACE TO o IA — CLOSET EXTENT REQUIRED TO MEET GYP LAPPING REQUIREMENTS PER WALL SEPARATION DETAIL. .- BATH Q.�j 8.0H ... . ... ... .. ... ... .r,. L) .0mo�� �� O ZN - 109 G� 1 OE PROVIDE NEW EXTERIOR SIDING TO MATCH (E). SEE PLANS FOR EXTENT OF FRAMING AND EXTERIOR . Q ® 3 + 1 SHEATHING REPLACEMENT. it Li, a g o oogw 0 A6 0 A6 OF PROVIDE NEW SHTNG, MATCH (E)NAILING OR PROVIDE MIN. NAILING W/8d NAILS @ 6"O.C. @ EDGES AND 12" O O.0 IN FIELD. SEE PLANS FOR EXTENT OF FRAMING. S o 0 LIVING RM ! UNIT 110 109 1 © NEW WATER HEATER TO REPLACE(E).SEE 1/A7. — - KITCHEN i NO WORK THIS 0 109 - OH PROVIDE FIRE SEPARATION REPAIR BETWEEN FLOORS PER DETAIL 2/A6 H 8' � UNIT Z 0 JO PROVIDE FIRE SEPARATION BETWEEN FLOORS AND AT DUCTS AND RECESSED FIXTURES PER DETAIL 2/A7. D Co ' N. i OK REPLACE EXISTING ELECTRICAL SERVICE,WIRING, JUNCTION BOXES, OUTLETS,AND FIXTURES AS REQUIRED Z 5068 SLIDER 5050 PER NFPA 70 -J \ \ '� I-J Z © 0© PROVIDE NEW UL LISTED FAN UNIT TO MEET CODE VENTILATION REQ'S PER TABLE ON SHT AO, SEE DETAIL 2/A7 FOR PENETRATION WRAP OF FIXTURE AND DUCTS. 0Ct 0 0 OM PROVIDE FLAME&SMOKE RATED VAPOR BARRIER BEHIND FIRE PLACES&TUBS @ EXTERIOR WALLS O J LL / 22'-0" ©© / 4'-0" / 22'-0" / ON RELOCATE CADET HEATER OFF OF SEPERATION WALL. I- © CUT(E)SIDING I SHTNG TO RETROFIT NEW VINYL WINDOWS W/FIN ATTACHMENT CC -1 FIRST FLOOR PLAN - UN IT 109/110 NORTH © REPLACE UNDER FLOOR INSULATION PER TABLE ON SHT AO W Al SCALE: 1/8"=1'-0" E> ® (N)3 z"THK CONC PATIO WITH 6X6 WM ON COMPACT GRAVEL FILL Al LEGEND .400 mi. mi1-HOUR UNIT SEPARATION WALL PER DET.4/A6 DPAMAGE GE SOLUTIONS ''"'' 'm 1-HOUR INTERIOR WALL PER DET.3/A6 2850 SW CEDAR HILLS BLVD.SUITE 106 BEAVERTON,OREGON 97005-1354 �'—'— 1 HR EXTERIOR WALL PER DET. 1/A6 CONTACT:CHRISTOPHER NESTLERODE PHONE:503-382-8000 EM.CHRIS@PDSLLCNW.COM I EXISTING WALLS ® REPAIR WALLS, FRAMING TO MATCH (E) 1 i REPAIR DAMAGED 1-HOUR RATED LID FINISH w/ CC N I RATED GYP or PLY SEE DETAIL 2/A6 L- I o e PROVIDE 110V INTERCONNECTED SMOKE DETECTOR WITH W o BATTERY BACK-UP(REQUIRED FOR ALL SLEEPING SPACES) Ct a 24'-0" / 24'-0" / W OS PROVIDE NEW COMBONATION SMOKE/CARBON MONOXIDE CD 00 GO DETECTOR. x 1-HR RATED 4 BEDRM 1 SEPARATION A6 BEDRM 1 PLAN NOTES: w i 111 0 112 Ct 2 1 / Q© 0 REMOVE ALL EXISTING INTERIOR FINISHES&FIXTURES EXPOSED TO SMOKE&WATER INCLUDING DOORS, EL: r N •'N8491 A15 LID O© WINDOWS, INSULATION,AND TRIM AND REPLACE WITH NEW MATERIALS AS REQ.TO MATCH EXISTING U.N.O. MSTR BEDRM MSTR BEDRM LID O 111 112 O © SEAL EXISTING BUILDING SURFACES EXPOSED TO SMOKE AND NOT IDENTIFIED AS DAMAGED. SEAL PER RESTORATION INDUSTRY RECOMMENDATIONS OR AS REQUIRED BY JURISDICTIONAL RECOMMENDATIONS. CLOSET ALL ® O N8�1� 0 ALL _ © REPLACE EXISTING EXTERIOR WINDOWS, SLIDING DOOR,AND DOORS. © + 111112 + K ) ® REPAIR EXISTING SEPARATION WALL WHERE SHEETROCK HAS BEEN REMOVED. REMOVE AND REPLACE TO o BATH,. A 'vW. 6'o CLOSET LID BATH— EXTENT REQUIRED TO MEET GYP LAPPING REQUIREMENTS PER WALL SEPARATION DETAIL. N o_ Tz io 111 0. 91 .- —., .0 112 m °'' �'Q, ® 5-1.SEIF0 O] OE PROVIDE NEW EXTERIOR SIDING TO MATCH (E). SEE PLANS FOR EXTENT OF FRAMING AND EXTERIOR a,#W SHEATHING REPLACEMENT. m W CLOSING o o°cco OF PROVIDE NEW SHTNG, MATCH (E)NAILING OR PROVIDE MIN. NAILING W/8d NAILS©6"O.C. @ EDGES AND 12" ' O.0 IN FIELD.SEE PLANS FOR EXTENT OF FRAMING. 00 LMNG RM LIVING RM o 1/11 ® NEW WATER HEATER TO REPLACE(E).SEE 1/A7. 1 KITCHEN 111 0 - 112 KITCHEN ' 0 111 `N gal O© 112 0 PROVIDE FIRE SEPARATION REPAIR BETWEEN FLOORS PER DETAIL 2/A6 Q �� LID Clam JO PROVIDE FIRE SEPARATION BETWEEN FLOORS AND AT DUCTS AND RECESSED FIXTURES PER DETAIL 2/A7. a N co ' ~ © OK REPLACE EXISTING ELECTRICAL SERVICE,WIRING,JUNCTION BOXES, OUTLETS,AND FIXTURES AS REQUIRED fY 5050 5050 PER NFPA 70 (]r— \ \ © © E© PROVIDE NEW UL LISTED FAN UNIT TO MEET CODE VENTILATION REQ'S PER TABLE ON SHT AO,SEE DETAIL OI— 2/A7 FOR PENETRATION WRAP OF FIXTURE AND DUCTS. ~ 22'-0" 4'-0" 21'-11 1/2" Z / O PROVIDE FLAME&SMOKE RATED VAPOR BARRIER BEHIND FIRE PLACES&TUBS @ EXTERIOR WALLS OD ®N RELOCATE CADET HEATER OFF OF SEPERATION WALL. W CO ® CUT(E)SIDING/SHTNG TO RETROFIT NEW VINYL WINDOWS W/FIN ATTACHMENT SECONDFLOOR PLAN UNIT 111/112 NORTH 0 REPLACE UNDER FLOOR INSULATION PER TABLE ON SHT AO •. �A2� SCALE: 1/8"=1'-O" ® (N)3 2"THK CONC PATIO WITH 6X6 WWM ON COMPACT GRAVEL FILL A2 Alfr PROPERTY . DAMAGE SOLUTIONS • 2850 SW CEDAR HILLS BLVD.SUITE 106 BEAVERTON,OREGON 97005-1354 CONTACT:CHRISTOPHER NESTLERODE PHONE:503-382-8000 EM.CHRIS@PDSLLCNW.COM t re-. r‘1 tcI P1'iWood S9 _6 2 n� or�ch: y' Q1 � o (N)Y2'CDX PLYWOOD APA RATED 24/0 ROOF SHEATHING. LLI o NAIL w/8d @ 6"O.C. ON SUPPORTED EDGES AND 12"O.C. LL Z © a (MAX) IN THE FIELD ON ROOF TRUSSES AT 24"O.C.w/TIES 2 Ic A5 AT EACH END. HATCH INDICATES EXTENT OF (N)PLYWOOD C� 2 aw / 24'-0" / 24'-0" 24'-0" / 24'-0" / Q N. _ __ :: :� f f _# mot: t t � i t I I� �I I w i 1 14-1. 11 I t . r , 1 r.7 ?, 11 1. 1. 1 1 I 1 1 •. •r I 1 1 f 1 1: 1 1 I I �►i JJ:: I ..I 1. 1 I t t I f.J;•t I 4 1.:. 1 .I {..:II 1 : ':i . I I I,f 11 -- I1 I1I ` 11II111 1 '� I Is 1 1 1 I 1 , , II r r , 1 a �';1 I . tt I I — I I 1 I I I I I I 1 I I I 1 I I 1 3 III'' I I q5� I 1 i , ,. 1 I r 1 I I I I- .,.1 I : I I 1- A5 1 IkIi11f1kkI A11 1 1kZ { � L, Iiiiii_ II1I' _ L1 . N��• • I f 1 1 I I I I P���q I ._r I CU I �IP' I 11 I .� a z N q4.:41.14S:e;,@/-', o L L� L- - F`--- - - - t -� " oo°�1 , , 1 , t t 1 I 1 ,O. ,� III 1 1 11 1 I I 11.1', ,I 1 - - .r 1 =1-=-i L I I I I 1 - , 1 I I 1 1 1 .. 1 1 I , I , , .: 1 I1 III1I Il1II0 Z i I I I l , i f 7 1 I I f 1 :.I I 1 • t •1 I I I I I I I 1 I I 1 1: 1 _I L 1 I I _.. I I II n f II 1III111II11lk • . II Z - � CD 1 , 1 1 l l r 1 1 11 1 f i I I I 2 f1III 11f � 1IIIII { 1 11 1 1 1 1 r ., ILI— Ct . a I E t : 1. 1. ... I. I f i .. t : I i :t . t . 11 -I= #' t — 1 — == I 4 =I- I I u_ ' °O / 22'-0" / 4'-0" / 22'-0" 22'-0" / 4'-0" / 22'-0" / 1 ROOF FRAMING PLAN NORTH A3 SCALE: 1/8"=l'-O" A3 ROOF AREA CALCULATIONS: .400 PROPERTY • AREA 1 = 1,655 SQ. FT.w/CONT. EAVE VENTS FREE AREA OF EAVE BLOCK VENT: DAMAGE SOLUTIONS • 1,655 SQ FT/150 SQ FT PER SQ FT OF VENT AREA= 11.03 THE FOLLOWING ARE VENT OPTIONS: 2850 SW CEDAR HILLS BLVD.SUITE 106 BEAVERTON,OREGON 97005-1354 11.03/2= 5.52 SQ FT OF EAVE VENTS. (180) 1" HOLES= 1 SQ. FT. CONTACT:CHRISTOPHER NESTLERODE . 5.52 SQ. FT. OF ROOF JACKS. (80)2" HOLES= 1 SQ. FT. PHONE:503-382-8000 EM.CHRIS@PDSLLCNW.COM (1)SCREENED BLOCK = .34 SQ. FT. 5.52/0.667 SQ. FT.AREA PER JACK=8.27 OR 9 JACKS. O = ROOF VENT w/0.667 SQ. FT. FREE AREA IL�/ N • N m NOTE:TRUSS NEW COMP ROOFING OVER#30 BUILDING FELT. a a MANUFACTURER HATCH INDICATES THE MIN. EXTENT OF THE NEW ROOF. Ili 0- TO VERIFY ROOF SEE PLANS FOR EXTENT OF TRUSS REPLACEMENT. CL a SLOPE REPLACE ALL VENT STACKS AND ROOF VENTS, LLI o INCLUDING NEW BOOT FLASHING ON VENT STACKS. 0 R Q w / 24'-0" 24'-0" 24'-0" %, / 24'-0" / 2 Q �.\\, _ t ,.., u.., i \ ._ , ._ _= - -IF- - —IIF — =......-Hr = CC s, _ I I I u_ III 1O fy I I I I; tew - II II . wz I I I 1 TE*71 I�� It 1 a _ I I I I o III II I I I _._...i -„, 2- l i i AREA 1 I I I Ifs — — ' j► 7 Ii} I CV— _ _ � = - I11 1 II—I I ;movt I rt— —n o z - _ ®— , _- _�.. -.; . LIJJ I i- =11 I �P� -, o w I cnT ♦ L_ JL o � �L_ _I o0°w CD _`.. ,,.,. u CO' . ( SLOPE - i__a, 1i G MATCH (E) - f __ ' IL — — — IL — � O _ _I J, I I I I — _ I I I I I' H - � I i I �w 1L II o - Iti z 0 1.-- \ II 1 co CC / 22'-0" / 4'-0" / 22'-0" / / /22'-0" 4'-0" 22'-0" / (iROOF PLAN NORTH ()A4 SCALE: 1/8"=1-0" A4 BLDG. PAPER ' COMP ROOFING ROOF SHEATHING PROPERTY SHEATHING DAMAG E 16d 8d@6"O.C. SOLUTIONS 2850 SW CEDAR HILLS BLVD.SUITE 106 2x BLOCKING w/ 16d BEAVERTON,OREGON 97005-1354 LUS26'w/MIN. TOENAILS @ 6"O.C.TYP. lOW CONTACT:CHRISTOPHER NESTLERODE (4) HOLES PHONE:503-382-8000 EM.CHRIS@PDSLLCNW.COM IN —FILLED C ' ,,,ii! MAN U F. ii' TRUSS PER \ 1iIII PLAN. N 2x6 BLOCKING i� • 2x6 BLOCKING - ii 'SIMPSON' Q ' ATTACHED TO TOP MATCH (E) Q a. o H2.5A.EA. END LLJ o CHORD OF TRUSS �' @ EA. TRUSS C a 1 I TRUSS BLOCKING DETAIL C2) TYPICAL SOFFIT DETAIL SCALE: 1 1/2" = 1'-0" ASCALE: 1 1/2" = 1' 0" Q 0 W � CC SIMPSON 'A21' EA. NEW TRUSS LL SIDE OF OUTLOOKER 8d @ 3"O.C. PLYWD. SHT'G PER PLAN (6) 16d INTO 2x6 BLKNG.w/SIMPSON FLAT 2x4 OUT LOOKERS @ BLKNG. PLYWD. SHT'G PER PLAN 'LUS26' HANGER EA. END 24" O.C.w/(2) 16d EA. END 1 SIMPSON 'A21' EA. 8d @ 3"O.C. A5 SIDE OF OUTLOOKER (6) 16d INTO BLKG. EDGE NAILING (E)FACIA. NO CHANGE /� ' I i i I i N a. I; / (4) EDGE NAILING - � 03 OZ 2x6 BLKNG.w/ FLAT 2x4 OUT LOOKERS @/--. 2x FACIA 24"O.C.w/(2) 16d EA. END (N)TRUSS <w o= SIMPSON 'LUS26' — 16d, (2) 0 o-,� I. MATCH (E) ii rHANGER EA. END — 2x6 EA. SIDE OF PROVIDE 2x4 STRONG . ii' BRACE BACK @BRACES LONGER BLOCKING— THAN 6'-0"w/ 16d @ 12"O.C. 11 2x4 STRONG I NOTE: , 2x6 DIAG. BRACE BACK w/ 16d @ . GABLE DIAG. BRACE MAY @ 48"O.C. 12"O.C. BE SHALLOWER THAN 1:1 (n . BUT NOT STEEPER. j• — J (N)TRUSS 1 2x6 DIAG. BRACE 48" X wi."-- --- O.C. I— END LIJ a SIMPSON 'GBC' CLIPS EA. r H , (E)JACK TRUSS. (6) 16d INTO(E) V" DIAG. BRACE TYP. p NO CHANGE JACK TRUSS II W' CC NOTE: DBL.TOP PLATE DIAG. BRACE MAY BE SHALLOWER THAN 1:1 BUT 1I II FRAMING PER PLAN. NOT STEEPER. I .3 GABLE END TRUSS DETAIL 4 DECK DETAIL �A5 SCALE: 1 1/2"= 1'-0" A5 SCALE: 1"=1-0" A5 .411fr • 4"MIN. WOOD 2 X 4 PROPERTY E SOLUTIONS MgF XIBLE WATER CONN. GYPSUM WALLBOARD 2850 SW CEDAR HILLS BLVD.SUITE 106 II"""IIII ' '/i♦�.�_ .� BEAVERTON,OREGON 97005-1354 .o--I WOOD 2 X 4 LEDGER ""�Ilr "' CONTACT:CHRISTOPHER NESTLERODE Al�� 1-1/4"dia. X 5"LAG SCREW PHONE:503-382.8000EM.CHRIS@PDSLLCNW.COM lirgilil FLEXIBLE WATER CONN. 3/4"X 16 GAUGE PERF. STEEL PLUMBERS TAPE 3/4"X 16 GAUGE PERF. ENCIRCLING TANK FROM STEEL PLUMBERS TAPE BOTH SIDES. WATER HEATER ENCIRCLING TANK FROM HOLD TIGHT M A. �I �i WOOD 2 X 4 LEDGER TO GYP. BD. BOTH SIDES. Ct GYPSUM WALLBOARD — ti G "' •IS Aft WOOD 2 X 4 LEDGER n- o .a.Ad I i „ WATER HEATER PAN 1�' WITH WASHER SCREWCtF .._._....1•I W ' 3/4"X 16 GAUGE PERF. 0 ° STEEL PLUMBERS TAPE < u; 2 C 7 WATER HEATER STRAP DETAIL oSCALE: NOT TO SCALE CC 2 it 2x BLOCKING %-)( .. O • i / av 1 . . . .. .... .1.7'.......... . r //- ' Ne-0.4- N(n.- p Z N W ik W / RECESSED FIXTURE A . / BY MANUFACTURER. SECTION VEW.1 R FLOOR/CELNC3 PROVIDE ADDITIONAL GYP.AS REQUIRED FC 5120 PER WALL TYPES AND FLOOR/CEILING TYPES. : : / / . . . . . . . . . . . . . . . . . . )( U) WRAP INTERIOR FOR A MINIMUM OF J (1)LAYER TYPE"X"GYP. • t Q I— W Cl PLAN VEW•4F1.'"' 1 ENCLOSED VENT SECTION VEW•T-R. WP 3514 PROVIDE ADDITIONAL GYP.AS REQUIRED FLOOR/CELNQ PER FLOOR/CEILING TYPE. FC 5120 I2 TYPICAL RECESSED FIXTURES A7 SCALE: 1"= 1'-0" A7 i I \ I �- SIDING TO MATCH (E) i . \ I .:, -41# PRIMARY W.R.B. OR WRB PROPERTY \ BIB OVER ASSEMBLY. D DAMAGE A I \I ',;:� SOLUTIONS \ z 2850 SW CEDAR HILLS BLVD.SUITE 106 SELF ADHERING MEMBRANE v _ FLASHING END DAM. BEAVERTON,OREGON 97005-1354 \ N BEYOND. CONTACT:CHRISTOPHER NESTLERODE \ AT WINDOWS PHONE:503-382-8000 EM.CHRIS@PDSLLCNW.COM SEE HEAD FLASHING DETAIL FOR o - z BREAK. - - 2 • (-) TRIM, PROFILE TO `I MATCH EXTNG. N `J Et N \\ , ,,N). \ SEE DETAILS FOR LONGER W cl- z SELF ADHERING MEMBRANE VERTICAL LEGS AT CC F \ �� EXTEND UP ABOVE HEAD TO FIT NON-WINDOW FLASHING. W a FLASHING. Q w WINDOW FRAME. 2 TYP. WINDOW HEAD FLASHING STUFFED INSULATION AND DEAL. W i CC tr, t_ SEALANT, OR IF APPROVED BY \ A8 SCALE: 6" = 1'-0" MANUFACTURER, FOAM SEALER. \ IL lWINDOW HEAD DETAIL (SIDING) SIDING TO MATCH(E) A8 � , I SCALE: 3"= 1'-0" :;: PRIMARY W.R.B.OVER ASSEMBLY. C�, SELF ADHERING SILL FLASHING \ a sr U OVER WRB STRIP \ N GAP& BEAUTY CAULK @ m co o TRANSITION TYPICAL. WINDOW FRAME. W #W HELD LEVEL W/ 1/8" MIN. SHIMS \ Q o= WINDOW TRIM AND APRON I FABRIC JAMB LINER or ,�� TO MATCH EXTNG. \ I SELF ADHERING MEMBRANE • \I 1/8"SIM BEHIND SILL NAILING FLANGE • \ I SELF ADHERING MEMBRANE PRIMARY WRB SILL STRIP • \ TRIM . PROFILE TO CO II OVER SHEATHING. \ MATCH EXTNG. Q II- . SELF ADHERING SILL FLASHING \ W • \II OVER WRB STRIP _ - JAMB SEALANT BEHIND WINDOW FIN 0 ' \c"-----______,. F- ;---- -:1111111111111111.__ k W LI WINDOW FRAME. CC \I PRIMARY W.R.B. FIRST COURSE D •• \ UNDER WRB SILL STRIP. STUFFED INSULATION AND SEALANT, OR Cl) •• I PRIMARY W.R.B. OVER IF APPROVED BY MANUFACTURER, FOAM 0 •• \I ASSEMBLY. SEALER. U (� \ SIDING TO MATCH (E) g Z • u W 3 WINDOW SILL DETAIL (SIDING) 4 WINDOW JAMB DETAIL (SIDING) A8 SCALE: 3"= 1'-0" A8 SCALE: 3" = 1'-0" A8 E- PRIMARY W.R.B. OVER ' ASSEMBLY. 3 PROPERTY ..._ FIBER CEMENT SIDING - --- DAMAGE SELF ADHERING MEMBRANE ENTRY DOOR THRESHOLD OVER HEAD FLASHING FABRIC SILL LINER or SELF ADHERING MEMBRANE 2850 SW CEDAR HIL S BLVD.SUITE 106 (3)CONT. BEADS OF BEAVERTON,OREGON 97005-1354 STARTER STRIP AS BUTYL SEALANT OVER SILL FLASHING CONTACT:CHRISTOPHER NESTLERODE ) a CEDAR TRIM. PHONE:503-382-8000EM.CHRIS@PDSLLCNW.COM REQ. BY MANUF. 5- / / SELF ADHERING MEMBRANE FLASHING / SILL FLASHING f / SEE HEAD FLASHING DETAIL (E)CONC. SLAB N Er s FOR BREAK. Z R, c. / F SLOPE a c. TRIM TO MATCH (E) —____ W o Ct .1 f W o a 0 a co u a g GAP&BEAUTY CAULK @ a p TRANSITION TYPICAL. W i DOOR FRAME. fY LL F STUFFED INSULATION AND SEALANT, a , OR FOAM SEALER. 1 DOOR HEAD DETAIL E12) DOOR SILL DETAIL 6 SLAB A9ISCALE: 3"= 1'-0" \ ASCALE: 3"= 1'-0" I 6) SIDING N co ,c,.7- (so m O N W it W PRIMARY W.R.B. OVER a g o= ASSEMBLY. o o-I FABRIC JAMB LINER or SELF ADHERING MEMBRANE GAP& BEAUTY CAULK @ J �� _____------ TRANSITION TYPICAL. W 0 CC VJ GAP&BEAUTY CAULK @ 0 TRANSITION TYPICAL. -J U DOOR FRAME. Z I W STUFFED INSULATION AND SEALANT, I OR FOAM SEALER. 1 3 DOOR JAMB DETAIL pkg....) SCALE: 3" = 1'-0" /, 9 1 i DOOR THRESHOLD N • .44# �� SIDING TO MATCH (3)CONT. BEADS OF BUTYL SEALANT PROPERTY \ DAMAGE \ PRIMARY W.R.B. OR WRB BIB SOLUTIONS FABRIC SILL LINER or OVER ASSEMBLY. SELF ADHERING MEMBRANE 2850 SW CEDAR HILLS BLVD.SUITE 106 OVER SILL FLASHING BEAVERTON,OREGON 97005-1354 \ FABRIC HEAD LINER CONTACT:CHRISTOPHER NESTLERODE • 2 6 \AZ.‘. 5.TRIM. PHONE:503-382-8000 EM.CHRIS@PDSLLCNW.COM GAP& BEAUTY CAULK @ • \ TRANSITION TYPICAL. idi SILL FLASHING I\ TRIM TO MATCH (E) I , (N)CONC.SLAB \ I!. N SLOPE CC 2 Q \I I SELF ADHERING MEMBRANE C' 1� a z \ I C� W o 2 6 a 0 \ 1 Qw 2 I SEE DETAIL FOR FLASHING. A a Q F i SLIDING DOOR FRAME. �/ i CC 2 STUFFED INSULATION AND F- SEALANT, OR IF APPROVED BY I LT:- (7 MANUFACTURER, FOAM SEALER. 1 SLIDING DOOR HEAD DETAIL �2� SLIDING DOOR SILL DETAIL SLAB A10� SCALE: 3" = 1'-0" SECTION A () / SCALE: 3" = 1'-0" N(/J- iZ SIDING TO MATCH m lem- di w PRIMARY W.R.B. OVER o Z N~ g# ASSEMBLY. o o°0) 01111111100-- \ FABRIC JAMB LINER GAP& BEAUTY CAULK @ TRANSITION TYPICAL. SELF ADHERING MEMBRANE J 2 6 TRIM TIGHT TO WINDOW, DO Q 2 NOT CAULK. W 0 I1 W CE SLIDING DOOR FRAME. CY U) STUFFED INSULATION AND SEALANT, OR 0 IF APPROVED BY MANUFACTURER, FOAM -I SEALER. U Z W ( 1 U r 3 SLIDING DOOR JAMB DETAIL 1 A10 SCALE: 3"= 1'-0" PLAN ' 10 1 I UL SYSTEM NO,F-C-2204Afr UL SYSTEM N0.F-C-233a PLASTIC PIPE THROUGH 1-HR.WOOD FLOORICEILING ASSEMBLY PROPERTY PLASTIC PIPE THROUGH WOOD/FLOOR CEILING ASSEMBLY DAMAGE F-RATING=1-HR. N SOLUTIONS Y F-RATING=1-HR. 2850 SW CEDAR HILLS BLVD.SUITE 106 T-RATING=1-HR. T-RATING=112-HR i3 BEAVERTON,OREGON 97005-1354 A. CONTACT:CHRISTOPHER NESTLERODE BOTTOM VIEW SECTION A-A g 0, PHONE:503-382-8000 EM.CHRIS@PDSLLCNW.COM —r-- BOTTOM VIEW SECTION A-A i 0 ,� N 0 0 ✓' - �) Mii 0 - - - - N �� 0 0II W RA 0 0 ri,„ ® ® ® w o r It 3 I J / -'•'l O 1./�i !,r f � ��//%�/ � ��=� / �t' � a' a ,,,, r J A �i,I�` p A A ® ® "ir ..." momillr W N I L 2 N immi rANN irio __..........iiiiiiiii0.01$ CI I F © - 0 — /I I 0 ,-av 1,WOOD FLOOR/CEILING ASSEMBLY(UL CLASSIFIED L500 SERIES)(1-HR.FIRE-RATING). N co ., .p 2. LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER,PLYWOOD,OR FLOOR TOPPING o Z N MIXTURE. di m W gm 1.WOOD FLOOR/CEILING ASSEMBLY(UL CLASSIFIED L500 SERIES)(1-HR.FIRE-RATING). 3. MAXIMUM 1-1/2"NOMINAL DIAMETER PVC OR ABS PLASTIC PIPE(SCHEDULE 40)AND DRAIN FITTINGS EL cL°co 2.MAXIMUM 1"NOMINAL DIAMETER CROSS LINKED POLYETHYLENE(PEX)SDR 9 TUBING CEMENTED TOGETHER WITH PVC OR ABS BATHTUB WASTE/OVERFLOW FITTINGS. (CLOSED OR VENTED PIPING SYSTEM). 4.3/4"THICK PLYWOOD PATCH SIZED TO OVERLAP MINIMUM 2"BEYOND EACH EDGE OF RECTANGULAR 3. MINIMUM 314"DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. OPENING.TWO PIECES POSITIONED AROUND DRAIN PIPING WITH CUT EDGES TIGHTLY BUTTED,AND 4.MINIMUM 5/8"DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. SCREW ATTACHED TO UNDERSIDE OF SUBFLOOR WITH 1.1/4"LONG STEEL SCREWS(SPACED MAXIMUM 5. MINIMUM 1/2"BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT POINT 6"C/C).(SEE NOTE NO.3 BELOW). OF CONTACT. 5.MINIMUM 518"DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. Q 6. MINIMUM 112"BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT POINT OF CONTACT. I— NOTES ; 1. MAXIMUM DIAMETER OF OPENING=2". NOTES : 1.MAXIMUM SIZE OF OPENING=12"x 8 W0 2.ANNULAR SPACE=MINIMUM 0",MAXIMUM 718". 2.ANNULAR SPACE BETWEEN DRAIN PIPING AND PATCH=MINIMUM 0",MAXIMUM 1". Z 3.AS AN ALTERNATE TO PLYWOOD,518"THICK GYPSUM WALL BOARD MAY BE USED. _ _ Sheet 1 of 1 Drawing No. Q _I L. ��— HILTI, Scale ]i18"=1" FC (-- —© Sheet 1of1 Drdw;ngNo. Ct FIRESTOP SYSTEMS Tulsa,Oklahoma USA(918)252-6000 C �_ — HILTI,Inc. Scale 1B"_1. �`' W Feb.Date �'2008 - 2334a FIRESTOP SYSTEMS Tulsa,Oidahoma USA(918)252 soon 220 A w W Saving Lives through innovation and Education Dale Ma�h29, "FA Saving Lives through Innovation and Education 0_ 1 UNIT SEPARATION FLOOR AND WALL PENETRATION DETAIL A A 1 1 SCALE: NOT TO SCALE 11 I , ) 1 1 1 i ..40 1 Wall Opening Protective Materials (CCTV) Wall Opening Protective Materials (CCTV) PROPERTY A as Tested to ANSI/UL 263 cat as Tested to ANSI/UL 263 c°,) S O LrU T I O N S l 1 or 2 Hr Rating r— 1 or 2 Hr Rating e— 2850 SW CEDAR HILLS BLVD.SUITE 106 ' a r BEAVERTON,OREGON 97005-1354 Power Cable U U CONTACT:CHRISTOPHER NESTLERODE — PHONE:503.382.8000 EM.CHRIS@PDSLLCNW.COM i t \�.,�' 118"thick 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 Carson Electrical 1 or 2 Hr Gypsum Wall ,I., CP6171CP617LICP617XL Products,made from pdyvinyl ctlonde,and bearing a 2 hr rating under the 0uf et Boxes and Fittings Classification for Fire Resistance"category in ��� FirestopPuttyPad the Fire Resistance Directory Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboard assemblies:framed with min 3-1/2 in.deep Assembly(2 Hr Shown) 1 wood studs and constructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory.Outlet box ? secured to wood stud by means of two nailing tabs supplied with the out et box.Min 1/8 in.thick modable putty pads are to be installed to I� N Orfri completely cover the exterior surfaces of the outlet box(except for the side of the outlet box against the stud)including the nailing tab andQm Wood Stud or completely seal against the stud within the stud cavity.Outlet boxes installed with steel or plastic cover plates.When mddable putty pad outlet box t1 0 Steel Stud (Not Shown) protective material is used on boxes on both sides of wall as drected,the horizontal separation between boxes on opposite sides of the wall may be W ci I407r--Vt' less than 24 in.provided that the boxes are not installed back to back. CC z r i � �o� r 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 C) 1Y� /10111111111 Products,made from polyvinyl chlonde,and bearing a 2 hr rating under the'Outlet Boxes and Fittings Classification for Fire Resistance category in Q w ° the Fire Resistance Directory.Putty pads and boxes for use in the 1 hr fire rated V446 gypsum board/steel stud Wall and Partition Design in the Fire 2 a I Resistance Directory.Outlet box secured to steel stud by means of fastening tab supplied with the outlet box.Min 1/8 in.thick moldable putty pads Q l -) 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)inducting the tab 0 M ��� I UL Listed and completely seal against the stud within the stud cavity.Outlet boxes instilled with steel a plastic cover plates.When moldable putty pad outlet W Non-Metallic Outlet Box box protective material is used on boxes on both sides of wall as directed,the horizontal separation between boxes on opposite sides of the willco �, (Refer to UL listing) may be less than 24 in.and the boxes may be installed back to back. Or 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 UL Listed Seymore,Inc.,and bearing a 2 hr rating under the'Outlet Boxes and Fittings Classification for Fire Resistance category in the Fire Resistance 1 fri Metallic Outlet Box Directory.Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboard assemblies,framed with min 3-1/2 in.deep wood studs and (Refer to UL listing) constructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance 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 be installed to completely cover the exterior 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 hr. surfaces of the outlet box(except for the side of the outlet box against the stud)inducting the nailing tab and completely seal against the stud within 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 U300, 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 U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. Min 1/8 in.thick mddatie putty pads are to be installed to both sides of wall as directed,the horizontal separation between boxes on opposite sides of the wall may be less than 24 in.provided that the boxes a V- completely cover the exterior surfaces of the outlet box(except for the side of the outlet box against the stud)and completely seal against the stud are not installed back to back. N N}O N within the stud cavity.When moldable putty pad outlet box protective material is used on boxes on both sides of wall as drected,the horizontal co m separation between outlet boxes on opposite sides of the wall maybe less than 24 in.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 Products, w #w Inc.,made from fiber reinforced thermoplastic and bearing a 2 hr rating under the'Outlet Boxes and Fittings Classification for Fire Resistance' a o= 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 plates CA) in the Fire Resistance Directory.Putty pads and boxes for use in 1 hr fire rated gypsum wallboard assemblies,framed with min 3-1/2 in. 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 putty pads deep wood studs and constructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory.Outlet box 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)and to completely secured to wood stud by means of two nailing tabs supplied with the outlet box.Min 1/8 in.thick md debt e putty pads are to be installed to seal against the box within the stud cavity.When moldable putty pad outlet box protective material is used on boxes on both sides of wall as completely cover the exterior surfaces of the outlet box(except for the side of the outlet box against the stud)incl udng the nailing tab and directed,the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in.and the boxes may be installed completely seal against the stud within the stud cavity.Outlet boxes installed with plastic cover plates.When moldable putty pad outlet box back-to-back. protective material is used on boxes on both sides of wail as directed,the horizontal separation between boxes on opposite sides of the wall may be (n less than 24 in.provided that the boxes are not installed back to back. J CP 617 Firestop Putty Pads,for use with max 4-11/16 by 4-11116 in.flush device UL Listed Metallic Outlet Boxes installed with steel cover plates Q for use in 1 and 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in.deep steel studs and constructed of the materials and in the 1 manner specified in the individual U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory.Min 0.8 pcf density fiberglass LLI batt insulation is to be installed within the wall cavity required for 1 hr fire rated gypsum board wall assemblies and optional in 2 hr fire rated gypsum 0 wallboard assemblies. Min 1/8 in.thick moldable putty pads are to be installed to completelythe exteriorthe outlet cover surfaces of tlet box(except for Z the side of the outlet box against the stud)and to completely seal against the box within the stud cavity.When mddable putty pad outlet box 0 protective material is used on boxes on both sides of well as drected,the 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-back. Q 1 ----:j L p n® Reproduced byHILTI,Inc.Courtesyof ��SSrFj�O J 1-- Reproduced—® Reproduced byHILTI,Inc.Courtesy of V�SSJF/F Ali s z l I Underwriters Laboratories,Inc. I I Underwriters Laboratories,Inc. FIRESTOP SYSTEMS September 13,2005 CL US FIRESTOP SYSTEMS September 13,2005 C US LL! I Page: 1 of 2 Page:2 of 2 t2 1 1 2 nUNIT SEPARATION WALL PENETRATION DETAILSA SCALE: NOT TO SCALE 4 12 UL SYSTEM NO.F-C-2030 UL SYSTEM NO.F-C-2030 ..44, PLASTIC PIPE THROUGH WOOD FLOOR/CEILING ASSEMBLY PLASTIC PIPE THROUGH WOOD FLOOR/CEILING ASSEMBLY PROPERTY DAMAGE F-RATING=1-HR.0R 2-HR. cr- MATING=1•HR.OR 2-HR. r SOLUTIONS T-RATING=0-HR.,3/4HR.,1-HR.,1.1/2-HR.OR 2-HR. 1 T-RATING=0•HR.,314 1-H HR., R., 1.112-HR.OR 2-HR 1, 2850 SW CEDAR HILLS BLVD.SUITE 106 0 BEAVERTON,OREGON 97005-1354 BOTTOM VIEW o " CONTACT:CHRISTOPHER NESTLERODE a c9 PHONE:503-382-8000 EM.CHRIS@PDSLLCNW.COM r 7 I II Cr N x 1.WOOD FLOOR/CEILING ASSEMBLY(UL CLASSIFIED L500 SERIES)(1-HR.OR 2-HR.FIRE-RATING) Q °� 0 (2-HR.SHOWN). W o i:1-E:% .111F. 2. LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER,PLYWOOD,OR FLOOR Z TOPPING MIXTURE. W I3. [OPTIONAL]GYPSUM WALL ASSEMBLY(UL CLASSIFIED U300 SERIES)(1HR.OR 2•HR.FIRE-RATING) VV (2-HR.SHOWN)CONSISTING OF NOMINAL 2"x 4",2"x 6",OR PARALLEL 2"x 4"LUMBER PLATES < ui 2 A A AND STUDS. Q 4. PENETRATING ITEM TO BE ONE OF THE FOLLOWING(ALSO SEE NOTE NO.2 BELOW) : M All A.MAXIMUM 4"NOMINAL DIAMETER PVC PLASTIC PIPE(CELLULAR AND SOLID CORE). 3 B. MAXIMUM 4"NOMINAL DIAMETER ABS PLASTIC PIPE(CELLULAR AND SOLID CORE). Ct C.MAXIMUM 4"NOMINAL DIAMETER FRPP PLASTIC PIPE. D.MAXIMUM 4"NOMINAL DIAMETER CPVC PLASTIC PIPE. 5. MINIMUM 3/4"DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT FLUSH WITH TOP SURFACE SECTION A-A OF FLOOR OR SOLE PLATE OF CHASE WALL. Q 6. MINIMUM 518"DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT FLUSH WITH BOTTOM SURFACE OF CEILING OR LOWER TOP PLATE. 0 7. HILTI CP 643N FIRESTOP COLLAR WITH FASTENING HOOKS(SEE TABLE BELOW). 2 �_�' 8. EACH FASTENING HOOK SECURED TO CEILING WITH MINIMUM 3/16"DIAMETER STEEL TOGGLER 1 BOLTS OR TO THE BOTTOM SURFACE OF LOWER TOP LATE WITH MINIMUM NO.12 BY MINIMUM 1" N w m�Q --,, LONG STEEL WOOD SCREWS WITH STEEL WASHERS. o Z N wail ado= NOMINAL PIPE DIAMETER PRODUCT DESCRIPTION NO.OF FASTENING HOOKS MAXIMUM HOLE SIZE a o ,co 1-112" CP 643 50/1.5"N 2 2-112" 2" CP 643 63/2"N 2 2-5/8" 3" CP6439013"N 3 4" _ _ 4" CP 643110/4"N 3 5" Q W NOTES : 1.ANNULAR SPACE=MINIMUM 0",MAXIMUM 1/2". Q 0 2.CLOSED OR VENTED PIPING SYSTEM.(PVC,ABS,FRPP=SCHEDULE 40,CPVC=SDR 17). 0 O I Sheet 1 of 2 Drawing No. Sheet 2 of 2 Drawing No. MI,�T, HILTI,Inc. Scale 1I8"-1„ Ft+L+� PI,`T, HILTI,Inc. Scale FC w Tulsa,OklahomaUSA(800)879-8000 Tulsa,Oklahoma USA(800)879.8000 HIIt1 Firestop Systems ° Sep.28,2007 2030k HMI Firestop Systems D Sep,28,2007 2030k w 1 Saving Lives through innovation and Education Saving Lives through Innovation and Education a 1 UNIT SEPARATION WALL IFLOOR PENETRATION DETAILA f A l 3 SCALE: NOT TO SCALE 13 i x