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Plans (4)BATHTUB 1 HR, FIRE SEALANT @ BATHTUB DRAIN 2 LAYERS 5/8" TYPE'X' GWB 7� DETAIL: BATHTUB @ SCALE: 1 1/2"=1'-0" Inv I L. FFAVV1uL I I J LP11 Cf[ U10 ITrC AT L I J LMTCK 010 M.K. ITrt A GWB TO LAP TUB FLANGE AT 2 HR. WALLS TYP. 1 -HR WALL WALL, SEE A9.01 DBL ROW CONTINUOUS BLOCKING, DRILL FOR PLUMBING @ HEAD OF TUB 1 X 4 LEDGER CUTOUT @ PAN 6'X1 2"X3' D. 24 GA STEEL W/ 1" FLANGE & HOLE FOR 1 1/2" GALV. NIPPLE DRAIN. FIRE SEALED, AT HEAD OF TUB PROVIDE FIRESTOP SIM. TO 13/A8.02 r--� 2ND LAY 3/4" PL) 1X4 SEE 13/A8.02 FOR SIMILAR FIRESTOP DETAIL 1 HR WALL(2HR SIM) METAL OR PLASTIC TUB DRAIN AND VENT PIPES (NOM 1 1/2" SCHEDULE 40) WRAP STRIP. ENCIRCLE PER MANUF. (3M FS 195+) FIRE SEALANT AROUND PERIMETER OF WRAP STRIP. 1/4" THICK CAULK APPLIED TO EXPOSED EDGE OF WRAP STRIP TO FILL ALL GAPS. DM CP 25WB+, IC 15WB FIRE DAM 150+ CAULK OR FB 3000 WT SEALANT 1 -HR FLOOR -- WALL / FLOOR TYPE PLANS FOR ASSEMBLY NON-METALLIC DRAIN OR VENT PIPE (2) 4' WIDE BY 5/8" TYPE'X' LAYERS GWB (SECURE W/ WALL BOARD SCREWS) EACH SHALL BE MIN 4" LONGER & WIDER THAN HOLE CUT OUT DETAIL: 1 HR FIRESTOP CEILING SCALE: 1 112"=1'-0" 3M SYSTEM DETAIL FC 2026 OR APPROVED EQUAL DETAIL: SOUND TREATED DRAIN 2 FOR TYP. FIRE IL OF SOUND BATTS NS W/ 1/2" REBOND D OR EQUAL TYP. DUCT THROUGH JOIST BAY LINE THE JOIST BAY WITH 5/8" TYPE X GYPSUM WALLBOARD ON FOUR SIDES OF BAY & ENDS. THE NUMBER OF LAYERS OF GYPSUM BOARD TO MATCH THE NUMBER OF LAYERS REQUIRED FOR THE RATED CEILING ASSEMBLY NOTE: THIS DETAIL IS FOR VENTING WITHIN A SINGLE DWELLING UNIT IN SPRINKLERED BUILDINGS ONLY -FIRE RESISTIVE CAULK AT PENETRATION -NO FIRE DAMPER IS REQUIRED DETAIL: MECHANICAL SOFFIT SCALE: 1 1/2"=1'-0" 1 -HR WALL -- SEE DETAILS FOR ASSEMBLY MIN. 3/4" FIRE SEALANT DEPTH WITHIN RING AROUND PIPE. WIRE. OR CONDUIT -- VERIFY W/ MANUF. 1 -HR FLOOR -- SEE DEATILS FOR ASSEMBLY MAX. 1" PLUMB. SUPPLY OR CONDUIT; ELECTRICAL WIRING MIN. 3/4" FIRE SEALANT DEPTH INSTALLED @ ANNULUS OF PIPE -- VERIFY WI MANUF. 1 -HR WALL -- SEE DEATILS FOR ASSEMBLY NOTE: VERIFY DETAIL WITH SELECTED FIRESTOPPING MANUF. DETAIL: 1 HR. FIRESTOP CLG SCALE: 1 112"=1'-0" PROVIDE FIRESTOPPING SIMILAR TO 13/A8.02 FOAMED IN PLACE INSUL, WRAP DRAINS WI 1/2" REBOND CARPET PAD OR EQUAL. TYP. BLOCK'G @ 6" EA. SIDE OF PIPE (2) LAYERS OF SOUND BATTS DETAIL: SOUND TREATED WC DRAIN SCALE: 1 1/2"=V -0"1Q0.2 SCALE: 1 1/2"=1'-0" H -PENETRATIONS SHALL BE PROTECTED BY AN APPROVED THROUGH PENETRATION FIRE STOP SYSTEM IN ACCORDANCE WITH ASTM 3814 OR UL 1479. SYSTEM SHALL HAVE AN F RATING AND A T RATING OF NOT LESS THAN 1 HOUR. A 1711 EX. 2 X 6 WOOD STL EX. WOOD SHEA R-21 HIGH DENSITY FIBERGLA THERMAL INSULATION 1/2" TYPE'X' GWB W1 70.2 UNRATED EXTERIOR WALL TYPE SCALE: 3"=1'-0" VINYL SIDING, WRB ID FLASHING TO BE :PAIRED AS NEEDED. 4TERPROOFING :TAILS BY OTHERS. IAFT FACED 3ULATION ON WARM )E OF WALL OR kPOR RETARDING JNT OVER INTERIOR VB ACCEPTABLE. 1 -HR WALL -- SEE DETAILS FOR ASSEMBLY 1 -HR FLOOR -- SEE DETAILS FOR ASSEMBLY NON METALLIC DRAIN OR VENT PIPE (MAX. 4") 2X- PLATES (FU RR WALL AS REQUIRED TO FIT WRAP STRIP) WRAP STRIP & S.S. HOSE CLAMP. INSTALL PER MANUF. 1 -HR WALL -- SEE DEATILS FOR ASSEMBLY NOTE: VERIFY DETAIL WITH SELECTED FIRESTOPPING MANUF. FOR SHEER WALL REQUIREMENTS SEE STRUCTURAL DRAWINGS DETAIL: 1 HR. FIRESTOP @ 4" DRAIN SCALE: 1 1/2"=1'-0" /81 DETAIL: 1HR. FIRESTOP W2 70.2 1 HOUR FIRE PARTITION BETWEEN UNITS SCALE: 3"=1'-0" ONE HOUR FIRE RATING GA 3370 STC 56 BASED ON OWENS CORNING OCF448 W3 A0.2 SCALE: 1 1/2"=1'4' EAR WALL, IF REQUIRED PER RUCTURAL 6 /2" FIBERGLASS SOUND TENUATION BATTS )VIDE CAST IRON FOR ALL LONG STE AND ROOF DRAINLINES, ENING SHALL BE OVERSIZED. 'K FLOOR PENETRATIONS WITH CK WOOL OR FIBERGLASS ULATION. )VIDE CONT. CAULK @ TOP & rTOM OF GWB, GWB TO RUN VTINUOUS BEHIND TUBS. )VIDE RESILIENT CAULKING AT iE AND TOP OF FIRST LAYER OF ( WALL BOTH SIDES. TYPE'X' GWB FH SIDES (MR @ BATH) OTE: FOR EXISTING WORK, PVC LUMBING CAN REMAIN INTERIOR, WITH PLUMBING SCALE: 3"=1'-0" ASSEMBLY: GA WP3510 FIR TEST: UL R3501-47 SOUND TEST: NGC 2404 -HR WALL -- SEE DETAILS FOR \SSEMBLY N.C. FLANGE IRE CAULK -HR FLOOR -- SEE DETAILS FOR ►SSEMBLY (RAIN OR VENT PIPE X- PLATES (FURR WALL AS IEQUIRED TO FIT WRAP STRIP) VRAP STRIP & S.S. HOSE CLAMP JSTALL PER MANUF. -HR WALL -- SEE DETAILS FOR ISSEMBLY NOTE: VERIFY DETAIL WITH SELECTED FIRESTOPPING MANUF. W4 A0.2 2 X 4 WOOD STUDS PER STRUCTURAL 5/8" TYPE W GWB BOTH SIDES ULKING @ )F GWB. NTINUOUS S TYPICAL INTERIOR WALL SCALE: 3" =1'-0" ASSEMBLY: GA WP3510 STC: 35-39 �R1 NON -RATED ROOF/CEILING SCALE: 3"= 1'-0" ASPHALT COMPOSITION SHINGLES. 30" ROOFING FELT %s" APA 2% MIN. ROOF SHEATHING MANUFACTURED TRUSSES AT 24" O.C. TAIN 2" AIR SPACE ABOVE INSULATION 'IDE 1/300 SF VENTILATION VENTING IF 'ROM SOFFIT AND 50% FROM RIDGE. 'IDE 1/150, IF VENTING IS NOT 50/50 I R-38 BATT OR BLOWN IN INSULATION 'ER 5/8" TYPEX GWB 'RIMER VAPOR BARRIER AND PAINT FINISH R2 A0.2 NON -RATED DECK SCALE: 3" =1'-0" RIC COATING BY OTHERS EXPOSURE 1 PLYWOOD ED BY DECK COATING SLOPE DECK AS :CK COATING Z 16" O.C. PROVIDE VENTING AT BOTH ENDS OF EACH JOSIT BAY (A/150) NOTE: AT WALL TO FLOOR AND CEILING INTERSECTIONS PROVIDE CAULKING AND GAPS PER ACOUSTICAL ENGINEERS RECOMMENDATIONS YPSUM UNDERLAYMENT IA". IJLU LIUI I I FIAI UINCJ LIIVII I CV IV TYPE 1C AIRTIGHT FROM COOPER LIGHTING OR 1C AlRSEAL FROM LIGHTOLIER R3 1 HOUR TYP. RESIDENTIAL FLOOR SCALE: 3"=1'-0" GA FILE NO. FC 5160 SIM. 1 HOUR FIRE. STC 55-59 4" T&G PLYWOOD SUBFLOOR UNFACED ISTICAL INSULATION ING FLOOR JOISTS / \ 0��0�00 000aoao BUILDING CONSULTANTS INC. All rights reserved. Copyright © 2013 J2 Building Consultants, Inc. 17 SW Gibbs Portland, Oregon 97239 Tel 503.546.8215 Fax 503.546.8219 www.J2Consultants.com E 12-21-2 NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. Revisions: Project Title: MAIN ST FIRE RESTORATION Building "JI' 12650 SW Main St Tigard, OR 97223 Sheet Title: GENERAL NOTES NEW RESILIENT CHANNEL RC CHANNELS LIMITED TO FOLLOWING BRAND -UNIMAST RC DELUXE -DIETRICH RC DELUXE Scale: AS Noted -NEW: 2 LAYERS 5/8" TYPE'X' GWB NOTE: PROVIDE 1" LONG SCREWS TO ATTACH FIRST PERMIT SET! LAYER OF GWB TO TO RESILIENT CHANNEL AND 1-5/8" LONG SCREWS FOR THE 2nd LAYER OF GWB (DO NOT ATTACH GWB DIRECT TO JOISTS) e DateSheet Number: :09/25/20113 ^ _O . A 55811 1 I AFRA GOAM AT ^-' j I { PP.. LOW POW OP GOtAM I `CLOUDED UNITS TO BE 1 # I `• # I ' REPAIRED AS NOTED j( ; d0 if Al www r i ?tl. wvrm LOWER LEVEL FLOOR PLAN (MIRRORED) . A1.1 SCALE: 118" =1'-0" LEFT SIDE I RIGHT SIDE D REPAIR WORK NO WORK ~{ INCANDESCENT 1-16WT TSURPA,C E MOUNT INCANDESCENT LIC%14T - WALL MOV47 WALL MOUNT L.IC1147 F11)(TURE RECE-4EC I« I&WT FIX'rURS SkECESSEO WALL WASHER LIGHT / FAN UNIT DUPLEX OUTLET DUPLEX OUTLET - AIovE CATER DRYER OUTLET RANCsS CUTLET -^ C "4ECTION TO EGQUIf*MENT LIGWT SWITCH FAN/ LIG4T/ MICRO -WAVE UJATE CGROUNO FAULT INTERRUPTING S,I}F SMOKE DETECTOR tsnren wte�rA:.a LCAP'' t, e !fid �rf x;F ! arrrrK weer suer ro �r .s<fwr as�alt aM+r�Yr . Mf►Depi 5 . rt # FST ��. A" "INT iEJ- �-:.:. Alp rg: ' Ci4 wrrc ,. I u 0 � et ohm E w6trtf,.M;4 m� maftK in r :. . ►� ., a JIM , �.: VOW 00r.T to �• �' "'� aurrzdi rg crna9a� i�a�ma . flf4ft # a fia O/LTt At iAIYY'f At ! J44 . K (_2 UNIT TYPE Al (UNITS 115 & 116) - MIRRORED SCALE: 1/8" =1'-0" SCALE: 1/8" =1'-0" VW I I►" ."K TO ftAn NOW IN #111111111110r4N d"M- s ., f x WS!It� ALL qp � t N OKNW nOt4wRt i11,?fMii91Nli7'.F••••••• ` 4> .... , �� ' DYrtlk.Vtli n�,',.w Alit iI� [ i yam•:. "Fa' F a ItJb � �'y • i WAI1R f flki'F!T .rim. 4 iwwffi ENTW wo�rN"+ "A�R:f 1�aFii 1T ' rF , aw,rwkffir sffiw sew-wi�rtr ��r a'rr" Y Y�R IFN9tM•wM•i 71- / 3� UNIT TYPE 131 (UNIT 117) - MIRRORED SCALE: 1/8" =1'-0" VW I I►" ."K TO ftAn NOW IN #111111111110r4N d"M- GENERAL ELECTRICAL NOTES: 1. ALL WIRING, PANELS, FIXTURES, ETC. TO BE NEW WORK. 2. PROVIDE CO SENSOR/ALARM OUTSIDE OF EACH SLEEPING AREA. SINGLE STATION ALARMS MUST BE LISTED AS COMPLYING WITH UL 2034 AND INSTALLED PER CODE AND MANUFACTURES INSTRUCTIONS. COMBINED CO AND SMOKE ALARMS ARE PERMITTED. 3. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY AND SHALL BE HARD WIRED WITH BATTERY BACK UP. GENERAL REPAIR NOTES: 1. EXISTING PLANS AS SHOWN ARE FOR REFERENCE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ACCURACY. 2. NO CHANGES TO THE STRUCTURE ARE PROPOSED. THE STRUCTURE IS TO BE RESTORED TO ITS ORIGINAL CONFIGURATION WITH THE EXEPTION OF REQUIRED CODE UPGRADES NOTED ON THESE PLANS. 3. REFER TO SHEET A-0.2 FOR ROOF AND WALL ASSEMBLIES. 4. ALL NEW SHEETROCK ON CEILINGS AND WALLS OF UNITS 115,116 & 117. SHEET ROCK REPAIR TO UNITS 112,113 & 114. NEW GYPSUM FLOOR UNDERLAYMENT UNITS 115,116 & 117. 5. NEW FIRE SPINKLERS UNITS 112, 113, 114, 115, 116 & 117. (NOT PART OF THE SCOPE OF THESE DRAWINGS. REFERRED TO THE DEFERRED SUBMITAL.) 6. NEW ELECTRICAL FIXTURES AND WIRING - UNITS 115,116 & 117 7. NEW MECHANICAL EQUIPMENT AND DUCTS - UNITS 115,116 & 117 8. NEW PLUMBING FIXTURES AND REPAIR TO PIPES - UNIT 115,116 & 117 9. NEW INTERIOR DOORS, TRIM, CABINETS, FLOORING, ETC. - UNIT 115,116 & 117 10. NEW FIRE SPRINKLERS (BY OTHERS) UNITS 112, 113, 114, 115, 116 & 117. 11. EXTERIOR CLADDING AND WINDOW REPAIRS UNITS 115,116 & 117 12. NEW FIRE AND CO DETECTORS UNITS 112, 113, 114, 115, 116 & 117 13. NEW ROOFING AND NEW MANUFACTURED TRUSSES UNIT 117 14. SEE STRUCTURAL PLANS FOR ADDITIONAL REPAIR REQUIREMENTS. W SEE SHEET A0.2 FOR WALL TYPES 00000aa � 0Loo0: BUILDING CONSULTANTS INC. All rights reserved. Copyright © 2013 J2 Building Consultants, Inc. 17 SW Gibbs Portland, Oregon 97239 Tel 503.546.8215 Fax 503.546.8219 www.J2Consultants.com E M NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. Revisions: Project Title: MAIN ST FIRE RESTORATION Building "J" 12650 SW Main St Tigard, OR 97223 Sheet Title: LOWER LEVEL FLOOR PLAN Scale: As Noted PERMIT SET Issue Date: I Sheet Number: 09/25/2013 155811 JA -1.1 ..� - Ij .rim. 4 iwwffi ow rlt. Awl A. "A�R:f 1�aFii 1T ' rF [ aw,rwkffir sffiw sew-wi�rtr ��r a'rr" Y Y�R IFN9tM•wM•i / , •ffi�IC71 :7prltM lfMffiIM at 8.1' "ffir a 'a..wsratrrwiPY ffiteak� ��ffi�*a Vial a r"uav tfi 'ifi . a a e "e rfe ;' ' R F t IIIII� Ir «" GENERAL ELECTRICAL NOTES: 1. ALL WIRING, PANELS, FIXTURES, ETC. TO BE NEW WORK. 2. PROVIDE CO SENSOR/ALARM OUTSIDE OF EACH SLEEPING AREA. SINGLE STATION ALARMS MUST BE LISTED AS COMPLYING WITH UL 2034 AND INSTALLED PER CODE AND MANUFACTURES INSTRUCTIONS. COMBINED CO AND SMOKE ALARMS ARE PERMITTED. 3. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY AND SHALL BE HARD WIRED WITH BATTERY BACK UP. GENERAL REPAIR NOTES: 1. EXISTING PLANS AS SHOWN ARE FOR REFERENCE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ACCURACY. 2. NO CHANGES TO THE STRUCTURE ARE PROPOSED. THE STRUCTURE IS TO BE RESTORED TO ITS ORIGINAL CONFIGURATION WITH THE EXEPTION OF REQUIRED CODE UPGRADES NOTED ON THESE PLANS. 3. REFER TO SHEET A-0.2 FOR ROOF AND WALL ASSEMBLIES. 4. ALL NEW SHEETROCK ON CEILINGS AND WALLS OF UNITS 115,116 & 117. SHEET ROCK REPAIR TO UNITS 112,113 & 114. NEW GYPSUM FLOOR UNDERLAYMENT UNITS 115,116 & 117. 5. NEW FIRE SPINKLERS UNITS 112, 113, 114, 115, 116 & 117. (NOT PART OF THE SCOPE OF THESE DRAWINGS. REFERRED TO THE DEFERRED SUBMITAL.) 6. NEW ELECTRICAL FIXTURES AND WIRING - UNITS 115,116 & 117 7. NEW MECHANICAL EQUIPMENT AND DUCTS - UNITS 115,116 & 117 8. NEW PLUMBING FIXTURES AND REPAIR TO PIPES - UNIT 115,116 & 117 9. NEW INTERIOR DOORS, TRIM, CABINETS, FLOORING, ETC. - UNIT 115,116 & 117 10. NEW FIRE SPRINKLERS (BY OTHERS) UNITS 112, 113, 114, 115, 116 & 117. 11. EXTERIOR CLADDING AND WINDOW REPAIRS UNITS 115,116 & 117 12. NEW FIRE AND CO DETECTORS UNITS 112, 113, 114, 115, 116 & 117 13. NEW ROOFING AND NEW MANUFACTURED TRUSSES UNIT 117 14. SEE STRUCTURAL PLANS FOR ADDITIONAL REPAIR REQUIREMENTS. W SEE SHEET A0.2 FOR WALL TYPES 00000aa � 0Loo0: BUILDING CONSULTANTS INC. All rights reserved. Copyright © 2013 J2 Building Consultants, Inc. 17 SW Gibbs Portland, Oregon 97239 Tel 503.546.8215 Fax 503.546.8219 www.J2Consultants.com E M NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. Revisions: Project Title: MAIN ST FIRE RESTORATION Building "J" 12650 SW Main St Tigard, OR 97223 Sheet Title: LOWER LEVEL FLOOR PLAN Scale: As Noted PERMIT SET Issue Date: I Sheet Number: 09/25/2013 155811 JA -1.1 i i CLOUDED UNITS TO BE REPAIRED AS N TED a I a 1, / SCALE: 11T=1'—O' MIRRORED) LEFT SIDE I RIGHT SIDE REPAIR WORK i NO WORK U pcwcAlw Il�+it1"» % ATi�0,11111 #C MLT NJ GENERAL REPAIR NOTES: 1. EXISTING PLANS AS SHOWN ARE FOR REFERENCE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ACCURACY. 2. NO CHANGES TO THE STRUCTURE ARE PROPOSED. THE STRUCTURE IS TO BE RESTORED TO ITS ORIGINAL CONFIGURATION WITH THE EXEPTION OF REQUIRED CODE UPGRADES NOTED ON THESE PLANS. 3. REFER TO SHEET A-0.2 FOR ROOF AND WALL ASSEMBLIES. 4. ALL NEW SHEETROCK ON CEILINGS AND WALLS OF UNITS 115,116 & 117. SHEET ROCK REPAIR TO UNITS 112,113 & 114. NEW GYPSUM FLOOR UNDERLAYMENT UNITS 115,116 & 117. 5. NEW FIRE SPINKLERS UNITS 112, 113, 114, 115, 116 & 117. (NOT PART OF THE SCOPE OF THESE DRAWINGS. REFERRED TO THE DEFERRED SUBMITAL.) 6. NEW ELECTRICAL FIXTURES AND WIRING — UNITS 115,116 & 117 7. NEW MECHANICAL EQUIPMENT AND DUCTS — UNITS 115,116 & 117 8. NEW PLUMBING FIXTURES AND REPAIR TO PIPES -UNIT 115,116&117 9. NEW INTERIOR DOORS, TRIM, CABINETS, FLOORING, ETC. — UNIT 115,116 & 117 10. NEW FIRE SPRINKLERS (BY OTHERS) UNITS 112, 113, 114, 115, 116 & 117. 11. EXTERIOR CLADDING AND WINDOW REPAIRS UNITS 115,116 & 117 12'. NEW FIRE AND CO DETECTORS UNITS 112, 113, 114, 115, 116 & 117 13. NEW ROOFING AND NEW MANUFACTURED TRUSSES UNIT 117 14. SEE STRUCTURAL PLANS FOR ADDITIONAL REPAIR REQUIREMENTS. W SEE SHEET A0.2 FOR WALL TYPES / \ 10000000 0 000000 BUILDING CONSULTANTS INC. All rights reserved. Copyright © 2013 J2 Building Consultants, Inc. 17 SW Gibbs Portland, Oregon 97239 Tel 503.546.8215 Fax 503.546.8219 www.J2Consultants.com IDS 12—M-2014 NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. Revisions: Project Title: MAIN ST FIRE RESTORATION Building "J" 12650 SW Main St Tigard, OR 97223 Sheet Title: MAIN LEVEL FLOOR PLAN Scale: As Noted PERMIT SET Issue Date: Sheet Number: 09/25/2013 Job #: IA -1.2 55811 10 AIM rr Aft It AJR M011101 SCIS'w GENERAL REPAIR NOTES: 1. EXISTING PLANS AS SHOWN ARE FOR REFERENCE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ACCURACY. 2. NO CHANGES TO THE STRUCTURE ARE PROPOSED. THE STRUCTURE IS TO BE RESTORED TO ITS ORIGINAL CONFIGURATION WITH THE EXEPTION OF REQUIRED CODE UPGRADES NOTED ON THESE PLANS. 3. REFER TO SHEET A-0.2 FOR ROOF AND WALL ASSEMBLIES. 4. ALL NEW SHEETROCK ON CEILINGS AND WALLS OF UNITS 115,116 & 117. SHEET ROCK REPAIR TO UNITS 112,113 & 114. NEW GYPSUM FLOOR UNDERLAYMENT UNITS 115,116 & 117. 5. NEW FIRE SPINKLERS UNITS 112, 113, 114, 115, 116 & 117. (NOT PART OF THE SCOPE OF THESE DRAWINGS. REFERRED TO THE DEFERRED SUBMITAL.) 6. NEW ELECTRICAL FIXTURES AND WIRING - UNITS 115,116 & 117 7. NEW MECHANICAL EQUIPMENT AND DUCTS - UNITS 115,116 & 117 8. NEW PLUMBING FIXTURES AND REPAIR TO PIPES - UNIT 115,116 & 117 9. NEW INTERIOR DOORS, TRIM, CABINETS, FLOORING, ETC. - UNIT 115, 116 & 117 10. NEW FIRE SPRINKLERS (BY OTHERS) UNITS 112, 113, 114, 115, 116 & 117. 11. EXTERIOR CLADDING AND WINDOW REPAIRS UNITS 115,116 & 117 12. 12) NEW FIRE AND CO DETECTORS UNITS 112, 113, 114, 115, 116 & 117 13. NEW ROOFING AND NEW MANUFACTURED TRUSSES UNIT 117 14. SEE STRUCTURAL PLANS FOR ADDITIONAL REPAIR REQUIREMENTS. W SEE SHEET A0.2 FOR WALL TYPES OOF11-1 �0�0�100 0000aoo BUILDING CONSULTANTS INC. All rights reserved. Copyright © 2013 J2 Building Consultants, Inc. 17 SW Gibbs Portland, Oregon 97239 Tel 503.546.8215 Fax 503.546.8219 www.J2Consultants.com NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. Revisions: Project Title: MAIN ST FIRE RESTORATION Building "J" 12650 SW Main St Tigard, OR 97223 Sheet Title: UPPER LEVEL FLOOR PLAN Scale: As Noted PERMIT SET Issue Date: Sheet Number: 09/25/2013 J55811 „� • Tl� V..uMl1l :wry«.:IaRY►'!iWKiawYN �lr atYw.�4�l51f �F.� 6f: f:1: x; max.a . W b�wir;ww« ;Mlwi !wa f ;fry: .. x. o - Y. M r•A: rri .. Tow ..wY.wr W1114 M:Mk■ f �IwWRw.w xt.',r .. � #hf rriR: • ib vx+rr': Y .,�.�. •.•ii(ri..+,iM.Iw r�..re xRwrr.fwrr FWMI YWi IMI"�1M! w a�MwA4�M arA- IWI -. rrxs:lwwf ISI MIIr � Twl z%*w- Mr . '.: RK PLO -5M uiwli"iiw j M Iw illF il"RiA�I /: Ma1l..IIIR.L4iL1M.! •wwlwr Y.If MMiww MM1w FlNF9wVx111 �..- wIW.wlr�� rr - - .•-x:rw11� wvrlwl�i Ii Y.R! 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' t ” '- .. .TfIw1(wiee ' .'iiiiYPiYYBIOYfYl�FM�(YY •wpRwfl .K.M.. • .... rrM A111„i:.MIMYfcf fMi.Mlwwlllww� f11RweMwlli M .. yy� v - - - - itlP ...r.• ew::fe'�lw urwrsf�ws.Nlt E•Y"«NII ..�w.+ww -•.w wl..s..:'�r[.r..:.r.ww...w. -� Yw«' -- ... wwr�wYrawc ss xw:.rY�1 R wE:.>-=-ss'. ,.x.;..; V.lf - _ - - :. ' .. - - - - - 3 REAR BUILDING ELEVATION (PLANS MIRRORED) �-i SCALE: 1/8'= IT" NOTES: 1. ELEVATIONS PROVIDED FOR REFERENCE ONLY. NO PROPOSED CHANGES. 2. DAMAGED CLADDING AND EXTERIOR WINDOWS AND DOORS TO BE REPAIRED PER GENERAL NOTES SHEET A-0.1. 3. BUILDING ENCLOSURE DETAILS ARE BEYOND J2'S SCOPE. CONTRACTOR TO INSTALL ASSEMBLIES PER CODE, INDUSTRY STANDARD AND MANUFACTURES INSTALLATION INSTRUCTIONS. / kZ \ Lo 0=0 0=01 mow BUILDING CONSULTANTS INC. All rights reserved. Copyright © 2013 J2 Building Consultants, Inc. 17 SW Gibbs Portland, Oregon 97239 Tel 503.546.8215 Fax 503.546.8219 www.J2Consultants.com NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. Revisions: Project Title: MAIN ST FIRE RESTORATION Building "J" 12650 SW Main St Tigard, OR 97223 Sheet Title: BUILDING ELEVATIONS Scale: As Noted PERMIT SET Issue Date: Sheet Number: 09/25/2013 Job #: 0 _7 TRANSVERSE BUILDING SECTION i 9 '\\ LONGITUDINAL BUILDING SECTION SCALE: NTS XX SEE ROOF AND WALL SECTIONS SHEET A0.2 USE DETAILS 1-8 OF A0.2 FOR PENETERATIONS IN FLOOR AND WALL ASSEMBLIES SCALE: NTS 0000000 00000 0 0 BUILDING CONSULTANTS INC. All rights reserved. Copyright © 2013 J2 Building Consultants, Inc. 17 SW Gibbs Portland, Oregon 97239 Tel 503.546.8215 Fax 503.546.8219 www.J2Consultants.com NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. Revisions: Project Title: MAIN ST FIRE RESTORATION Building "J" 12650 SW Main St Tigard, OR 97223 Sheet Title: BUILDING SECTIONS Scale: As Noted PERMIT SET Issue Date: Sheet Number: 09/25/2013 Job #: JA -3.155811 GENERAL STRUCTURAL NOTES (NEW WORK): CODE: 2012 IBC W/ WASHINGTON STATE AMENDMENTS LOADS: FLOOR DEAD: 15 PSF SNOW: 30 PSF GROUND SNOT LOAD (25 PSF MIN. ROOF SNOW LOAD) FLOOR LIVE: 40 PSF (100 PSF CORRIDORS AND EXITS) SEISMIC: SD= .73, R=6.5, CATEGORY D1 WIND: 110 MPH (3 -SEC) EXPOSURE "B" ALLOWABLE SOIL BEARING: 1,500 PSF (TYP.) WOOD: 1. ALL NAILS MAYBE BOX NAILS (SINKERS) EXCEPT AS NOTED. USE HOT DIPPED GALVANIZED NAILS INTO ALL PRESSURE TREATED LUMBER AND EXPOSED LOCATIONS. 2. ALL NAILING TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE TABLE 2304.9.7 UNLESS NOTED OTHERWISE. 3. ALL JOIST HANGERS AND FRAMING HARDWARE SHALL BE SIMPSON "STRONG TIE" OR APPROVED EQUAL .WHERE CONNECTION IS NOT DETAILED, PROVIDE APPROPRIATE CONNECTOR PER MANUFACTURERS RECOMMENDATION. USE STAINLESS STEEL OR ZMAX AT ALL EXPOSED LOCATIONS. 4. LUMBER: -ALL SOLID SAWN LUMBER GRADES TO BE DFL#2 OR BETTER -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. -PRESSURE TREATED LUMBER TO BE HEMFIR #2 OR BETTER. -ALL GLULLAM BEAMS TO BE 24F -V4 DF UNLESS NOTED OTHERWISE. -ALL LVL LUMBER SHALL BE 1.9E WS MICROLLAM LVL OR EQUIVALENT. -ALL PSL LUMBER SHALL BE 2.0E WS PARALLAM PSL OR EQUIVALENT. 5. DRILL BOLT HOLES 1/16 INCH OVERSIZED. LEAD HOLES FOR LAG SCREWS TO BE Ys" UNDERSIZED. USE STANDARD CUT WASHERS ON ALL BOLTS AND LAG SCREWS. 6. MAXIMUM MOISTURE CONTENT OF WOOD TO BE 19%. 7. DOUBLE TOP PLATES ON EXTERIOR AND BEARING PARTITIONS SHALL LAP 48" MIN. AT SPLICES AND HAVE (12) 16d MIN. AT SPLICES EXCEPT AS NOTED. 8. PROVIDE SOLID BLOCKING BETWEEN JOISTS/RAFTERS OVER SUPPORTS. 9. ROOF SHEATHING: USE 5/8" EXPOSURE 1, C -D (APA 24/0) PLYWOOD, OR APPROVED EQUIVALENT. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING MEMBERS AND END JOINTS STAGGERED. USE 8d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND 12" O.0 IN THE FIELD UNLESS OTHERWISE NOTED. 10. FLOOR SHEATHING: USE 3/4" C -D (APA 32/16) PLYWOOD OR APPROVED EQUIVALENT. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING MEMBERS AND END JOINTS STAGGERED. USE 10d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD UNLESS OTHERWISE NOTED. CONCRETE: 1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318. USE MIXES WITH MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE ENCOUNTERED. (SEE ACI) 2. THE PROPOSED MIX DESIGN AND MATERIALS SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNERS TESTING LABRATORY. RESPONSIBILITY FOR ACHIEVING THE REQUIRED STRENGTH IS THE CONTRACTORS. 3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AFTER 28 DAYS: 3,000 PSI FOR SLABS ON GRADE, FOOTINGS AND WALLS. 4,000 PSI FOR BEAMS AND FIRST FLOOR SLAB. 5,000 PSI FOR COLUMNS. SCHEDULE OF WORK MAY REQUIRE DESIGN STRENGTH IN SHORTER PERIOD OF TIME (LESS THAN 28 DAYS). 4. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C-150 TYPE 1 OR TYPE 2 LOW AKALI, TYPICAL UNLESS NOTED OTHERWISE. 5. AGGREGATE FOR HARD ROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENT SAND TESTS OF A.S.T.M C-33. 6. MAXIMUM SLUMP SHALL BE FOUR INCHES UNLESS OTHERWISE NOTED. 7. ALL EXTERIOR EXPOSED CONCRETE SHALL BE AIR -ENTRAINED PER ACI 4.2. 8. DIMENSIONS SHOWN OR NOT SHOWN ON PLANS REGARDING CURBS, OPENINGS, SLOPES AND DEPRESSED AREAS AT CONCRETE SLAB AND WALLS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS BEFORE PLACING CONCRETE. REINFORCING: 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH ACI 318 AND THE ACI DETAILING MANUAL. 2. GRADE: A. DEFORMED BARS ASTM A615, GRADE 60. B. WELDED WIRE FABRIC PER ASTM A185. 3. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER SPLICES WHERE POSSIBLE. 4. CLEAR CONCRETE COVERAGE AS FOLLOWS: A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ---3" B. EXPOSED TO EARTH OR WEATHER #6 OR LARGER -------------------------------------------211 #5 OR SMALLER -----------------------------------------1 1/211 C. ALL OTHERS PER LATEST EDITION OF ACI 318 5. LAP LENGTHS ARE AS FOLLOWS (CLASS B - EXCEPT AS NOTED): #4'S -------------------------------------------------------20" #5'S -------------------------------------------------------24" #6'S ------------------------------------------------------2811 6. MAINTAIN 1 1/2" CLEAR MINIMUM BETWEEN PARALLEL BARS. 7. ALL REINFORCING STEEL AND EMBEDMENTS SHALL BE HELD SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT REINFORCING. 8. ALL SLABS ON EARTH SHALL HAVE JOINTS INSTALLED TO PROVIDE APPROXIMATELY 25' SQUARES, UNLESS DETAILED OTHERWISE ON THE PLAN. WHERE CONCRETE POURS ARE STOPPED,THE JOINT SHALL BE FORMED PER TYPICAL CONSTRUCTION JOINT DETAIL 9/S2. METALS: 1. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 2. STEEL BEAMS AND ALL MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, Fy=36 KSI, UNLESS NOTED OTHERWISE. 3. TUBES TO BE ASTM A500 - GRADE B, Fy=48 KSI; PIPES ASTM A53 GRADE B, Fy=48 KSI. 4. BOLTS TO BE ASTM A307, UNLESS NOTED OTHERWISE. 5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE WITH AWS STANDARDS. 6. ALL STEEL TO HAVE A SHOP COAT. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVINIZED UNLESS OTHERWISE NOTED. 7. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO FABRICATION. 8. STEEL WASHERS TO BE USED AT ALL BOLTED CONNECTIONS. 9. ALL ADHESIVE ANCHORS TO BE ASTM A36 STEEL THREADED ROD W/ SIMPSON "SET" OR "ET" EPDXY ADHESIVE OR EQUIVALENT INSTALLED ACCORDING TO MANUFACTURES SPECIFICATIONS. GENERAL: 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING OF THE LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH A/E. 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL AND WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. 6. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. STRUCTURAL REMEDIATION GUIDELINES: GENERAL: THE FOLLOWING ARE GUIDELINES TO REPAIR DAMAGED STRUCTURAL AND NON STRUCTURAL FRAMING AND SHEATHING. REFER TO THE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION ON MINIMUM MATERIAL REQUIREMENTS FOR REPLACED MATERIALS. ALL WOOD DECAY IS TO BE REMOVED FROM EVERY PART OF THE STRUCTURE. ALL FRAMING THAT HAS HAD DECAY REMOVED, HAS BEEN EXPOSED TO MOISTURE OR IS ADJACENT TO A DECAYED MEMBER IS TO BE TREATED WITH AN APPROVED WOOD PRESERVATIVE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. ALL FIRE DAMAGED WOOD THAT IS NOT REPLACED SHALL BE SCRAPED DOWN TO SOLID WOOD AND BE SEALED WITH APPROVED SEALER. ALL NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVINIZED. IN THE EVENT THAT STRUCTURAL FRAMING IS REPLACED, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR TEMPORARY SHORING OR SHALL NOTIFY A/E THAT SHORING RECOMMENDATIONS ARE NEEDED. WOOD FRAMING: FOR SOLID SAWN LUMBER, IF WOOD DECAY OR FIRE DAMAGE IS LIMITED TO 1/4" DEEP AND IS NOT LOCATED WHERE THE MEMBER IS BEARING ON ANOTHER MEMBER, IT CAN BE REMOVED, TREATED AND THE WOOD MEMBER CAN REMAIN. IF WOOD DECAY IS DEEPER THAN 1/4" DEEP, OR IF DECAY EXISTS WHERE THE MEMBER BEARS ON ANOTHER MEMBER, THE WOOD MEMBER SHALL BE REPLACED WITH IN KIND OR SHALL BE EVALUATED BY A/E ON A CASE BY CASE BASIS. ALL REPLACED FRAMING AND HARDWARE SHALL BE SIMPSON SRONG-TIE OR EQ. AND INSTALLED IN ACCORDANCE WITH THE ORIGINAL CONSTUCTION DOCUMENTS, THESE REMEDIATION DOCUMENTS, 2012 IBC REQUREMENTS OR WHICHEVER IS MORE STRINGENT. USE STAINLESS STEEL OR ZMAX HARDWARE AT ALL EXPOSED LOCATIONS. DECAYED OR FIRE DAMAGED FRAMING SHALL BE RE -CONSTRUCTED AS PER THE FOLLOWING FRAMING PLANS. NOTIFY A/E IF ADDITIONAL DECAY OR FIRE DAMAGE IS FOUND. SHEATHING: SHEATHING REPAIR AT SHEAR WALLS SHALL BE IN ACCORDANCE WITH THE SHEAR WALL SPECIFICATIONS NOTED ON THE PLANS. IN LIEU OF REPLACING ENTIRE SHEETS OF SHETHING, SECTIONS OF SHEATHING MAY BE REPAIRED AS INDICATED IN DETAIL 1/S0.1. FOR SHEATHING REPAIR OF NON -SHEAR WALLS, REPLACE WITH LIKE KIND MATERIAL. FASTENING SHALL BE THE SAME AS EXISTING AND NOT LESS THAN THE MINIMUMS SHOWN BELOW. PANEL EDGES SHALL BE BLOCKED W/ 2x4 FLAT BLOCKING. MINIMUM FASTENING REQUIREMENTS ARE AS FOLLOWS: Y2" GYPSUM WALL BOARD: 5d COOLER OR WALLBOARD @ 7" O.C. TYP. %" GYPSUM WALL BOARD: 6d COOLER OR WALLBOARD @ 7" O.C. TYP. Y" (OR %g") APA RATED STRUCTURAL PANEL: 8d @ 6" O.C. PANEL EDGES AND 12" FIELD. ANCHOR BOLTS: CONTACT ENGINEER IF SIGNIFICANT REPAIRS TO MUDSILLS OR ANCHOR BOLTS ARE REQUIRED. MINIMUM REQUIREMENTS TO BE Y2" DIAMETER @ 6' O.C.. FOR RETRO -FIT ANCHORS, USE MECHANICALLY GALVANIZED Y2"x6-1/2" SIMPSON TITEN ANCHORS WITH .229'x3"x3" PLATE WASHERS. EDGE NAIL BOTH SIDES ALL AROUND. NAIL SIZE AND L%MAf%1\In -r^ 11AA'rr% J CV BE NAILED TO SINGLE 2X IF FASTENER SPACING IS 3" OR MORE. SHEAR WALL REPAIR SCALE: N.T.S. IF EX. SHEAR WALL NAILING IS CLOSER THAN 3" SPACING, MEMBER AT ADJOINING PANELS SHALL BE A 3x MATERIAL, 2x FLAT OR ADD 2x NAILED TO STUD W/ 16d @ 3" O.C., SPLICE PANEL BETWEEN BLOCK AND STUD AND .EDGE NAIL EACH PANEL TO DIFFERENT MEMBER. PER ENGINEERS RECOMMENDATIONS EX. WALL FRAMING 2x FLAT BLOCKING ADD NEW PANEL W/ SAME THICKNESS AND RATING AS EXISTING PANELS. INSTALL PANELS HORIZONTALLY IF H=4' OR LESS AND VERTICALLY IF H>4'. PERIMETER OF CUT-OUT SHEAR PANEL P.T. SILL W/ CAPILARY BREAK BETWEEN SILL AND CONCRETE JOOF2 \ �0�00 000 BUILDING CONSULTANTS INC. All rights reserved. Copyright @ 2013 J2 Building Consultants, Inc. 17 SW Gibbs Portland, Oregon 97239 Tel 503.546.8215 Fax 503.546.8219 www.J2Consultants.com NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. Revisions: Project Title: MAIN ST FIRE RESTORATION Building "J" 12650 SW Main St Tigard, OR 97223 Sheet Title: STRUCTURAL NOTES Scale: As Noted PERMIT SET Issue Date: Sheet Number: 09/25/2013 ob #: IS -0-1 55811 -9 r r1ft SPJ FOUNDATION PLAN (P LANMIRRORED) SCALE: 1/8'= 17 NOTES: 1) EXISTING PLANS PROVIDED FOR REFERENCE ONLY. NO PROPOSED CHANGES OR REPAIRS TO FOUNDATION. LEFT SIDE I RIGHT SIDE REPAIR WORK I NO WORK Project Title: MAIN ST FIRE RESTORATION Building "J" 12650 SW Main St Tigard, OR 97223 Sheet Title: FOUNDATION PLAN Scale: As Noted PERMIT SET Issue Date: Sheet Number: 09/25/2013 Job1 S-1.1 _1.1 i EEEEEEE EEooEEE BUILDING CONSULTANTS INC. All rights reserved. Copyright © 2013 J2 Building Consultants, Inc. 17 SW Gibbs Portland, Oregon 97239 Tel 503.546.8215 Fax 503.546.8219 www.J2Consultants.com NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. Revisions: Project Title: MAIN ST FIRE RESTORATION Building "J" 12650 SW Main St Tigard, OR 97223 Sheet Title: MAIN FLOOR FRAMING PLAN Scale: As Noted PERMIT SET Issue Date: Sheet Number: 09/25/2013 Job #: S-1.2 55811 .. 1o't'a PM 00M ice' 2X8 BLOCKING AT 't`"i'r. ' 011" fo 32" O.C. FIRST 2 JOIST BAYS S2.1 � i � !� � �4► o . '+rw',--- yr�awr.aww+rw+c t 1i H4114 H 'I l N I r 11 h II1 w AMY mm^/qY/ Mi All dw%m l Y a ba -p _! k ,. k f , i A i T i 1 J i 1 i ! i!»Af J J V I I i I F. 1 J L J,,, _ J I L I I I ...11 .....I. w. L. 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I 2) MINOR STRUCTURAL REPAIRS AS PER STRUCTURAL GENERAL NOTES SHEET S1.0. 3) REAR DECK TO BE RECONSTRUCTED AS PER DETAIL 7/S2.1. SEE CLOUDED AREA. LEFT SIDE I RIGHT SIDE REPAIR WORK I NO WORK BUILDING CONSULTANTS INC. All rights reserved. Copyright © 2013 J2 Building Consultants, Inc. 17 SW Gibbs Portland, Oregon 97239 Tel 503.546.8215 Fax 503.546.8219 www.J2Consultants.com NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. Revisions: Project Title: MAIN ST FIRE RESTORATION Building "J" 12650 SW Main St Tigard, OR 97223 Sheet Title: UPPER FLOOR FRAMING PLAN Scale: As Noted PERMIT SET Issue Date: Sheet Number: 09/25/2013 Job .3 55811 1 S-1 �,.wNwwwww wMww� .1, 1 sgl r Jra�i1R t 1"1� D'"i'�Ni AT 24* 0JM I X& CJlII I Y"*4 +fM,11Ql 11IN l 7 f3 7^N114 94LOO Vin' To l - Tyr. 2 x 6 L11111101111111111111MAM SM OF 3 MAR Ill :WffU (2) 340 VUL LAO 9MT* AT 90934 07W V4= 11111UPPOW C P 1"l�71iQw#'1 1 ROOF FRAMING PLAN S1.4 SCALE: 1/8' =1'0r NOTES: 1) EXISTING PLANS PROVIDED FOR REFERENCE ONLY. NO PROPOSED CHANGES. 2) MINOR STRUCTURAL REPAIRS AS PER STRUCTURAL GENERAL NOTES SHEET S1.0. 3) TOP PLATES TO BE SPLICED PER DETAIL 6/S2.1. 4) NEW ROOF TRUSSES DESIGNED BY OTHERS UNIT 117 5) NOTIFY ENGINEER IF SIGNIFICANT DAMAGE TO EXTERIOR SHEATHING OR FRAMING IS DISCOVERED. OTHERWISE, REPLACE MATERIALS AS NOTED IN STRUCTURAL BENERAL NOTES SHEET S1.0. ROOF VENTING CALCULATIONS: ROOF AREA = 1,452 SF A/150=9.7SF RIDGE VENTS: .50 x 9.7 = 4.8 SF .80 x 9.7 = 7.7 SF EAVE VENTS: .20 x 9.7 = 1.9 SF .50 x 9.7 = 4.8 SF RECOMMENDATIONS: RIDGE: PROVIDE A CONTINUOUS RIDGE VENT OR EQUALLY SPACED AREA VENTS WITHIN T OF THE TOP OF THE RIDGE THAT HAVE A TOTAL FREE VENT AREA OF 7.5 SF. +/- 1.0 SF EAVES: USE EVENLY SPACED BIRD BLOCKS THAT HAVE A TOTAL FREE VENT AREA OF 3.0 SF +/- 1.0 SF i 1 6 4"jl k al �I.. ire . �---(2) 22+ x 310, "ft ods wi pt" ANC) To Lek AC",` L RACS4 1001R'111111! L 2 X A`OVINMAP AT 24` OZ. 1L M 1 1"J I4.M Ulm IM PO ve4TILAMN 4119R AIr IC erg - FMLZ 14W - TY'P1CA L AT I'iic" TY!': 1'-fi i �IL , , . ^ .. : sl lr-9"fJ�IMi I�ICyk'iM� T1tl i rAT 24' 1�- = - amu l,.I ILI :_x-41 !F r r II * # .. .wwwaft"M ft .mw "memo x ■ w w.�� � r �� r wr.r r. ■r.� arrNwi `s��r rlwwrww�►w��w rw 1 ."Nwaa �rrrrw irk{. kr •jrrrM worm" w rwww w rwww«w"1!] ..wwr�lwrtiwwtw.rrwwrrwriwwr�w r rrrrrw � w+w. wrwwt w �wi1� yM arrw r .r.wi L r+11rr �wrr. rwM� w X1111 a1PlI� BUILDING CONSULTANTS INC. All rights reserved. Copyright © 2013 J2 Building Consultants, Inc. 17 SW Gibbs Portland, Oregon 97239 Tel 503.546.8215 Fax 503.546.8219 www.J2Consultants.com Av tom►; ,> NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. Revisions: Project Title: MAIN ST FIRE RESTORATION Building "J" 12650 SW Main St Tigard, OR 97223 Sheet Title: ROOF FRAMING PLAN Scale: As Noted PERMIT SET Issue Date: Sheet Number: 09/25/2013 lobS-1.4 55811 1 METAL TOP RAIL BY OTHERS 42" ABOVE DECK SURFACE DOUBLE 2X4 CONTINUOUS TOP PLATES WALL CLADDING BY OTHERS OVER 1/2" WOOD SHEATHING OVER 2x4 STUDS @ 6" O.C. DECK COATING BY OTHERS OVER 3/4" P.T. OR EXPOSURE 1 SHEATHING WALL SCUPPERS BY OTHERS SIMPSON H10 @ 32" O.C. SIMPSON A23 @ 32" O.C. (OPPOSITE STUDS AS H CLIPS) 2X4 BLOCKING BETWEEN STUDS SIMPSON H2.5A @ 32" O.C. (E) WALL FRAMING. CLADDING REPAIR BY OTHERS 2X8 PT H.F. #2 LEDGER W/ (2) SDS1/4x3-1/2" @16 6" O.C. JB28 ZMAX JB28 ZMAX 4x10 PT H.F. #2 2X8 PT H.F. #2 @16"0.C. SOR EQ. POST CAP MANUFACTURER IMPSON EPC44 SLOPE PER DECK COATING AT COLUMN BACK DECK SECTION SCALE: 1/2"= 1'-0" EX. FLOOR JOISTS ROOF SHEATHING—_ TOP CHORD OF TRUSS — 7/16" APA RATED SHEATHING OVER SOLID BLOCKING BETWEEN TRUSSES BOTTOM CHORD OF TRUSS — f— 8d @ 6" O.C. 2x BLOCKING TYP. EDGE NAILING PER SCHEDULE BLOCKING NAILED TO TOP TOP PLATES PLATES W/ 16d @ 6" O.C. TRUSS BLOCKING SHEAR WALL NAILING PER SCHEDULE SCALE: 1/2" =1'•0" EXISTING SHEAR WALL BREAK IN SHEATHING. NAIL SHEATHING ON BOTH SIDES OF EACH BREAK INTO COMMON MEMBER AS PER SHEAR WALL SCHEDULE. EXISTING 2x6 STUDS @ 16" OC. TYP. PERPENDICULAR JOISTS EXISTING SHEAR WALL BREAK IN SHEATHING. NAIL SHEATHING ON BOTH SIDES OF EACH BREAK INTO COMMON MEMBER AS PER SHEAR WALL SCHEDULE. EXISTING 2x6 STUDS @ 16" OC. TYP. PARALLEL JOISTS FLOOR PERIMETER SCALE: 1/2" =1'-0" PL SPL PL SPL NAIL SOLE PLATE TO FLOOR/ RIM W/ 16d @ 6 -OC. TYP. NEW FLOORING OVER NEW GYPCRETE TOPPING OVER EXISTING 5/8" APA RATED FLOOR SHEATHING. EXISTING MANUFACTURED FLOOR JOISTS @ 16" O.C. NAIL SOLE PLATE TO FLOOR/ RIM W/ 16d @ 6"OC. TYP. NEW FLOORING OVER NEW GYPCRETE TOPPING OVER EXISTING 5/8" APA EXISTING MANUFACTURED FLOOR JOISTS @ 16" O.C. BLOCKING AT 48" O.C. FLOOR SHEATHING NAILED TO BLOCKING W/ 8d @ 6" O.C. SIMPSON A35 BLOCK TO TOP PLATES 4' MIN. (10) 16D NAILS EACH SIDE OF TOP PLATE PLATE SPLICE SPLICE (ALL NAILS INTO COMMON MEMBER) DE ICE TC kTE W, ICE S1 • • 2x BLOCKING TYP. EDGE NAILING PER SCHEDULE BLOCKING NAILED TO TOP TOP PLATES PLATES W/ 16d @ 6" O.C. TRUSS BLOCKING SHEAR WALL NAILING PER SCHEDULE SCALE: 1/2" =1'•0" EXISTING SHEAR WALL BREAK IN SHEATHING. NAIL SHEATHING ON BOTH SIDES OF EACH BREAK INTO COMMON MEMBER AS PER SHEAR WALL SCHEDULE. EXISTING 2x6 STUDS @ 16" OC. TYP. PERPENDICULAR JOISTS EXISTING SHEAR WALL BREAK IN SHEATHING. NAIL SHEATHING ON BOTH SIDES OF EACH BREAK INTO COMMON MEMBER AS PER SHEAR WALL SCHEDULE. EXISTING 2x6 STUDS @ 16" OC. TYP. PARALLEL JOISTS FLOOR PERIMETER SCALE: 1/2" =1'-0" PL SPL PL SPL NAIL SOLE PLATE TO FLOOR/ RIM W/ 16d @ 6 -OC. TYP. NEW FLOORING OVER NEW GYPCRETE TOPPING OVER EXISTING 5/8" APA RATED FLOOR SHEATHING. EXISTING MANUFACTURED FLOOR JOISTS @ 16" O.C. NAIL SOLE PLATE TO FLOOR/ RIM W/ 16d @ 6"OC. TYP. NEW FLOORING OVER NEW GYPCRETE TOPPING OVER EXISTING 5/8" APA EXISTING MANUFACTURED FLOOR JOISTS @ 16" O.C. BLOCKING AT 48" O.C. FLOOR SHEATHING NAILED TO BLOCKING W/ 8d @ 6" O.C. SIMPSON A35 BLOCK TO TOP PLATES 4' MIN. (10) 16D NAILS EACH SIDE OF TOP PLATE PLATE SPLICE SPLICE (ALL NAILS INTO COMMON MEMBER) WALL TOP PLATE SPLICE DETAIL (TYPICAL) 4' MIN. PLATE SPLICE SIMPSON LSTA 24 \TE DE ICE TC kTE W, ICE S1 WALL TOP PLATE SPLICE DETAIL (TYPICAL) 4' MIN. PLATE SPLICE SIMPSON LSTA 24 \TE DE ICE TC W, Sl ALT. WALL TOP PLATE SPLICE DETAIL (TYP) TOP PLATE SPLICE SCALE: 1/2" = 1'-0" L WALL P PLATE kLL UDS ;L WALL 1P PLATE kLL UDS SOLID BLOCK ROOF PERIMETER. BIRD BLOCKING EVERY OTHER BLOCK. SEE ROOF PLAN FOR VENTING REQUIREMENTS. ATTACH EVERY OTHER BLOCK TO TOP PLATE W/ SIMPSON LS50 OR EQ. ROOF SHEATHING PER PLANS EDGE NAIL INTO BLOCKING W/ 8d @ 6" OC EDGE NAIL WALL SHEATHING PER SHEAR WALL SCHEDULE. SOLID BLOCK ROOF PERIMETER. BIRD BLOCKING EVERY OTHER BLOCK. SEE ROOF PLAN FOR VENTING REQUIREMENTS. ATTACH EVERY OTHER BLOCK TO TOP PLATE W/ SIMPSON LS50 OR EQ. ROOF SHEATHING PER PLANS. EDGE NAIL INTO BLOCKING W/ 8d @ 6" OC. EDGE NAIL. SPLICE SHEATHING CENTER OF CROWN PLATE AS NEEDED. CONTINUE SHEATHING UP TO 2X6 BLOCK PER SHEAR WALL SCHEDULE. ROOF PERIMETER SCALE: 1/2" = 1'-0" 2x4 FLAT OUTRIGGER @ 48" O.C. 2x6 BARGE RAFTER CONTINUE WALL SHEATHING UP TO ROOF. EDGE NAIL INTO TRUSS TOP AND BOTTOM CHORDS W/ 8d @ 6" OC. TYP. BREAK IN SHEATHING. NAIL SHEATHING ON BOTH SIDES OF EACH BREAK INTO COMMON MEMBER AS PER SHEAR WALL SCHEDULE. ROOF GABLE SCALE: 1/2" =1'-0" SHEATH ONE SIDE OF TRUSS AND CONNECT TO TOP PLATES W/ SIMPSON A23 -S @ 32" O.C. MANUFACTURED SCISSOR TRUSSES @ 24" O.C. TYP. N H2.5 OR EQ. EACH TRUSS kTE SPLICE PER DETAIL 9/S2.1 STANDARD HEEL TRUSS RAISED HEEL TRUSS ROOF TO WALL @ PARTYWALL SCALE: 1/2" = 1' -0 - MANUFACTURED SCISSOR TRUSSES @ 24" O.C. TYP. 2X6 CRIPPLE EACH SIDE OF EACH TRUSS AND 2X6 HORIZONTAL BLOCK BETWEEN EACH TRUSS. q H2.5 OR EQ. EACH TRUSS TOP PLATE AT STANDARD HEIGHT. WALL ABOVE. ROOF SHEATHING PER PLANS 2x4 BRACE @ 6' OC. MAX. ATTACH TO TOP PLATES W/ SIMPSON A23 OR EQ. ATTACH TO 2X BLOCK @ ROOF W/ (4) 16d NAILS. NAIL ROOF SHEATHING TO BLOCK W/ (4) 8d NAILS AND END NAIL INTO TRUSS CHORDS. EX. WALL FRAMING ROOF SHEATHING PER PLANS 2x4 BRACE @ 6' OC. MAX. ATTACH TO TOP PLATES W/ SIMPSON A23 OR EQ. ATTACH TO 2X BLOCK @ ROOF W/ (4) 16d NAILS. NAIL ROOF SHEATHING TO BLOCK W/ (4) 8d NAILS AND END NAIL INTO TRUSS CHORDS. ROOF SHEATHING PER PLANS PARTYWALL CONSTRUCTED AS PER ARCHITECTURAL PLANS. / \ IE 00�0EE00EEE BUILDING CONSULTANTS INC. All rights reserved. Copyright © 2013 J2 Building Consultants, Inc. 17 SW Gibbs Portland, Oregon 97239 Tel 503.546.8215 Fax 503.546.8219 www.J2Consultants.com NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. Revisions: Project Title: MAIN ST FIRE RESTORATION Building "J" 12650 SW Main St Tigard, OR 97223 Sheet Title: STRUCTURAL DETAILS Scale: As Noted PERMIT SET issue Date: I Sheet Number: 09/25/2013 Job #: C-2 • 55811 V