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Plans (10) , 11150 SW GREENBURG ROAD, TIGARD, OREGON PROPERTY its- DAMAGE DESCRIPTION OF WORK: GENERAL NOTES: DRAWINGS: SOLUTIONS 2850 SW CEDAR HILLS BLVD.SUITE 106 • BEAVERTON,OREGON 97005-1354 REPAIR AND REPLACE DAMAGED TRUSSES, REPAIR DAMAGED - VERIFY ALL DIMENSIONS AND AO - TITLE SHEET CONTACT:CHRISTOPHER NESTLERODE GYP FOR RATED WALLS AND CEILINGS AND REMOVE AND CONDITIONS, CONTACT CS - CODE SUMMARY SHEET PHONE:503-341.6801EM.CNDESIGNS@COMCAST.NET REPLACE FINISHES AND FIXTURES AS NEEDED TO GET TO DESIGNER IF THEY VARY FROM Al - THIRD FLOOR PLAN DAMAGED AREAS. THESE DRAWINGS. A2 - ROOF FRAMING PLAN AND DETAILS A3 - ROOF PLAN AND DETAILS RESTORE THE EXISTING STRUCTURE BACK TO ORIGINAL - ALL FRAMING MEMBERS TO BE A4 - RATED DETAILS X 8 CONDITION PRIOR TO FIRE DAMAGE. ALL RESTORATION SHALL DOUGLAS FIR-LARCH #2 U.N.O. A5 - TRUSS REPAIR AND DETAILS RECEIVED Q o BE TO LIKE KIND AND QUALITY UNLESS OTHERWISE SPECIFIED. MAY 18 2016 w d - FRAMING CONNECTORS SHALL ert HAVE ALL THE NAIL HOLES CITY OFTlGARD W � ...-- BUILDWG DIVISfON 0 ...r..*'''' FILLED AS SPECIFIED BY THE BUILDING CODES: Q 0 La t` �� -- � MANUFACTURER, U.N.O. CITY OF TIGARD Q Z 11------------ 1-,._. -�-_ 11046 10481'104 2014 ORSC REVIEWED FOR CODE COMPLIANCE 0 al - 1 1104611'046 1f04 X104 - WATERPROOFING AND Approved: t }' I 11.040 11 04411044 110-46 J r .y FINISHES BY OTHERS. OTC: [ I 1 /11040110740t 0144 .� 1..w-.. . 1104+6 11048.' 104 11040 f I~ - 11044 11 • 11- 4 rj Permit#trlID:I/ idkl1100} f - Address --40-, : :, - ►: m„.41-% . —7 11044 11040 1046 1-16- Suite#n110401/°4° 11434411.9.4',4 11044 „ib 11'040114-4° 1'1�3 400& LOT Bn ►r. % Date: ..Z (© ,* [ . t---- — 1 S135CA 90151 Z 1104 PROJECT HAS NO CONTRACTOR: OFFICE COPY a 3 21 , CHANGE -Z a *--#: TO FOOTPRINT KENNEDY RESTORATION w a m W , ' 315SE7THAVE. ENERGY CODE COVPLIANCE .. . PORTLAND, OREGON 97214 . TABLE N1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS 111307 1 PHONE 503.572.3063 It CCB #: 3402 :,i,:qw ,, CONTACT: DORIAN WATTS WALL INSUL R-15 EM: dorianw kenned res.com it @ y FLAT CLG INSUL R-49 V- VAULTED CLG INSUL 10 IN. NOMINAL RAFTER DEPTH R-25 W i'i,i, 1� '1 01115 .,` VAULTED CLG INSUL>8 IN. NOMINAL RAFTER DEPTH R-21 wx _ '''1 ' UNDER FLOOR INSUL> 10 IN. NOMINAL JOIST DEPTH R-30 11200LII I UNDER FLOOR INSUL>8 IN. NOMINAL JOIST DEPTH R-25 -J I \ - SLAB EDGE PERIMETER INSUL R-15 I•-- `Y,. #x \ 1 i 0 ',/,- AREA OF WORK ' .. UNIT#360 WINDOW CLASS U=0.35 SKYLIGHT CLASS U=0.60 r `. EXTERIOR DOORS U=0.20 NORTH1Y EXTERIOR DOORS w/>2.5 SF. GLAZE U=0.40 SITEPLAN FORCED AIR DUCT INSUL R-8 AO) O SCALE: N.T.S. AO BUILDING CODE INFORMATION PROPERTY (1) LAYER 1/2"TYPE"X" GYP BD. DRAFT STOP DAMAGE BATT INSUL BUILDING CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE ONS 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODEXX- - y 1- CHAPTER 3: OCCUPANCY IS R-2 0-. J��l` � J�J( ( J v IA, lJ 2850 SW CEDAR HILLS BLVD.SUITE 106 BEAVERTON,OREGON 97005-1354 CHAPTER 4: _�, CONTACT:CHRISTOPHER NESTLERODE 2x NAILER 2x NAILER PHONE:50&3416801 EM.CNDESIGNS@COMCAST.NET 420.2 DWELLING UNIT SEPARATION WALLS SHALL BE FIRE PARTITIONS. RATED GYP OVER FRAMING.— .----, DOUBLE PLATE CHAPTER 5: HEIGHTS AND AREAS ARE EXISTING. NO CHANGE. SEE DETAILS FOR CONSTRUCTION. CHAPTER 6: CONSTRUCTION TYPE VB. RATED GYP OVER FRAMING. z CHAPTER 7: CORRIDOR WALLS &UNIT SEPARATION WALL SHALL BE 1 HR PER 708.3 J CONTINUE TO UNDERSIDE OF RATED ASSEMBLY OR TO ROOF SHEATHING ABOVE w NON-RATED CEILING PER 708.4. /-(E)FLOOR ASSEMBLY. Q '6 ao ENTRY DOORS 20 MIN. SELF CLOSING PER TABLE 716.5. LLI a CHAPTER 8: INTERIOR FINISHES TO BE CLASS C. W o CHAPTER 9: SPRINKLERS REQUIRED IN AFFECTED UNITS ONLY. . < j (SUBSTANTIAL DAMAGE) -1rl Q z till MARKET VALUE OF THE DAMAGED STRUCTURE IS$991,910.00 ��. W (D VALUATION OF THE REPAIRS IS$45,000.00. Ce c% $45,000.00/$991,910.00= .045 or 4.5%<25/o WALL SECTION 41 CORRIDOR THE DAMAGE TO THE STRUCTURE IS LESS THAN 25%OF THE VALUE OF THE CS /) SCALE: 3/4"=1'-0" STRUCTURE. SPRINKLERS ARE NOT REQUIRED. CHAPTER 10: NO CHANGE TO EXISTING. CHAPTER 11: NO CHANGE TO EXISTING. RATED CEILNG CHAPTER 12: SEPARATION WALLS AND FLOORS SHALL MEET STC 50 MIN. SHEATHING&ROOFING PER N z o CHAPTER 13: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE CHAPTER 5. PLAN 0 m r CHAPTER 34: ONLY DAMAGED SYSTEMS ARE TO BE UPGRADED IN ACCORDANCE WITH — oz-.,:: WIiIIIMINF IIMINFIV�i�IIIMPIIPIWAIMMIN i�iuMI�. w 3*w SECTIONS 3401 AND 3405.ALL OTHER COMPONENTS SHALL REMAIN PER 3401.4.1 " I, ' a co w atom ACOUSTICAL INSUL.3 1/2"BATT INTERIOR UNIT SEPARATION WALL ' ' CONSTRUCTED AS FIRE PARTITION PRE-MANUF.ROOF TRUSSES MPER SECTION 708.1 0 11F4101g INSULATION PER SCHEDULE i MD MIA -1.1111.8"- LAPAIiiiiilediAll WO WO (E)2x4 STUDS @ 16"O.C. 11 rt (1)LAYER 5/8"TYPE"X"GYP.BD. ' Q (2)LAYERS 5/8"GYPSUM WALL 2 BOARD PER ASSEMBLY 2 D ONE LAYER 5/8"TYPE"X"GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES ASSEMBLY: (n BASE LAYER:5/8"TYPE"X"GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24"O.C. TO EACH SIDE OF DOUBLE ROW OF 2X4 WOOD STUDS 16"O.C.ON SEPARATE PLATES 1"APART WITH 6dWITH 1 1/4"TYPE"W"or"S"DRYWALL SCREWS 24"O.C. Q COATED NAILS, 17/8"LONG,0.0915"SHANK,%4'HEADS,7"O.C. JOINTS STAGGERED 16"ON OPPOSITE SIDES SIDE.HORIZONTAL BRACING REQUIRED AT MID HEIGHT. FACE LAYER:5/8"TYPE"X"GYPSUM EXTERIOR SHEATHING APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" 0 TYPE"W"or"S"DRYWALL SCREWS 12"O.C.@ JOINTS AND INTERMEDIATE TRUSSES AND 1 2'TYPE"G"DRYWALL STC 56 OCF 448 SOUND TESTED WITH 3%""OWNES CORNING"FIBERGLASS PINK INSULATION STAPLED SCREWS 12"O.C.PLACED 2"BACK ON EITHER SIDE OF END JOINTS.JOINTS OFFSET 24"FROM BASE LAYER JOINTS. TO STUDS IN STUD SPACES ON ONE SIDE AND WITH NAILS FOR BASE LAYER SPACED 6"O.C. WOOD TRUSSES SUPPORTING 4'CEILING PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8d NAILS. HORIZONTAL BRACING REQUIRED AT MID-HEIGHT.(LOAD BEARING) NOTE:CEILING PROVIDES ONE-HOUR FIRE-RESISTANCE PROTECTION FOR WOOD FRAMING. CC1 1 HR. INT. DBL. STUD WALL 2 1 1 HR. ROOF ASSEMBLY DETAIL S SCALE: 1" = 1'-0" GA FILE No.:WP 3370 A2_ SCALE: 1"= 1'-0" GA FILE#FC 5111 c 56 STC PER OCF 448 `7 50'-0" / PLAN NOTES: PROPERTY ` OA REMOVE ALL EXISTING INTERIOR FINISHES&FIXTURES, INTERIOR DOORS, DAMAGE INSULATION,AND TRIM AND REPLACE WITH NEW MATERIALS AS REQ.TO MATCH SOLUTIONS II EXISTING U.N.O. 2850 SW CEDAR HILLS BLVD.SUITE 106 54 9 ® SEAL EXISTING BUILDING SURFACES EXPOSED TO SMOKE AND NOT IDENTIFIED BEAVERTON,CHRISTOPHER,OREGON 97005-13DE N CONTACT: NESTLERODE AS DAMAGED. SEAL PER RESTORATION CONTRACTORS RECOMMENDATIONS OR PHONE:503341.6801EM.CNDESIGNS@COMCAST.NET AS REQUIRED BY JURISDICTIONAL RECOMMENDATIONS. II © REPLACE EXISTING EXTERIOR WINDOWS, SLIDING DOOR,AND DOORS. 0 REPAIR EXISTING SEPARATION WALL WHERE SHEETROCK HAS BEEN REMOVED. Z REMOVE AND REPLACE TO EXTENT REQUIRED TO MEET GYP LAPPING fY 8 IIo REQUIREMENTS PER WALL SEPARATION DETAIL. Q o 1-HR b 0- o RATED OF REPLACE EXISTING EXTERIOR SOFFIT WITH NEW SOFFIT PER DETAILS. LU % CEILING Ie p_ �_ NO ALTERATIONS 3 NO ALTERATIONS © REPAIR DRAFTSTOP IN ATTIC SPACE LOCATED AT UNIT SEPARATION. W o ON THIS SIDE OF ON THIS SIDE OF \ 0 o SEPARATION WALL CS SEPARATION WALL. q- ® PROVIDE FIRE SEPARATION REPAIR BETWEEN FLOORS PER DETAILS. Q 0 \ 1 I / :ice k..... - - - -� \ JO PROVIDE FIRE SEPARATION BETWEEN FLOORS AND AT DUCTS AND RECESSED 0 W ,' © FIXTURES PER DETAIL 3/A4. LlJ 0 �' CC Q /,� 1R R �� ���. © o OK REPLACE DAMAGED ROOF SHEATHING BACK TO NEAREST TRUSS. dr — EP 'ATI A 4i – © A4 Eo O PROVIDE NEW EXTERIOR SIDING. SEE PLANS FOR EXTENT OF FRAMING AND A WO /_ ^ \ EXTERIOR SHEATHING REPLACEMENT. Zo // \ © 20 MIN RATED LIVING v ©�ON REPLACE EXISTING ELECTRICAL SERVICE,WIRING,JUNCTION BOXES,OUTLETS, ____,..iv UNIT 358 3068 ROOM /7..\ \ AND FIXTURES AS REQUIRED. 1-HR DINING ❑F ® PROVIDE NEW FAN UNIT TO MEET CODE VENTILATION REQ'S.SEE DETAILS FOR RATED CS ROOM UNIT 360 DECK PENETRATION WRAP OF FIXTURE AND DUCTS. "0 o SEPARATION o --m oa NO ALTERATIONS se © 6© PROVIDE 110V INTERCONNECTED SMOKE DETECTOR WITH BATTERY BACK-UP W,0•-© (REQUIRED FOR ALL SLEEPING SPACES) <X o= ON THIS SIDE OF II 0 ( 00-,� SEPARATION WALL O PROVIDE NEW COMBONATION SMOKE/CARBON MONOXIDE DETECTOR. \ II KITCH BED 1 LEGEND zz )1_ -J © J O o 0 0 KU 1-HOUR UNIT SEPARATION WALL: a o O O oCt o© =0 mi. — •••• — 1-HOUR LOAD BEARING WALL: O \ / MASTER CV I I EXISTING STUD WALLS @ 16"O.C. 0 0 1204 rr--- BED © U- l9(• NEW WALLS-DF#2 2x4's @ 16"O.C. .JJ \ 41110 CLST 9 . ----, •-,•„,-•-. ,.,- .•, , --- REPAIRED WALL REMOVE AND REPLACE Q CJ/ INTERIOR FINISHES&REPLACE DAMAGED LU BATH I I IX \ \ STUDS AS REQUIRED > ////Z 1-HOUR RATED LID FINISH w/RATED GYP or PLY SEE DETAILS. 3RD FLOOR PLAN — UNIT #360 NORTH 1, Al SCALE: 1/8"=1'-0” Al \ PLAN NOTES: PROPERTY DAMAGE ® REPAIR DRAFTSTOP IN ATTIC SPACE LOCATED AT UNIT SEPARATION. SOLUTIONS . OK REPLACE DAMAGED ROOF SHEATHING BACK TO NEAREST TRUSS. 2850 SW CEDAR HILLS BLVD.SUITE 106 BEAVERTON,OREGON 97005-1354 — CONTACT:CHRISTOPHER NESTLERODE PHONE:503-341-6801 EM.CNDESIGNS@COMCAST.NET - LEGEND 1-HOUR UNIT SEPARATION WALL: z O 1-HOUR LOAD BEARING WALL: - W 1 1 0 Q o EXISTING STUD WALLS @ 16"O.C. W a U ______/�— L NEW WALLS-DF#2 2x4's @ 16"O.C. w rt Q C8 \ .-,----„-„ ,,--,-,--»>- .----, ,- REPAIRED WALL- REMOVE AND REPLACE Q ct INTERIOR FINISHES&REPLACE DAMAGED STUDS AS REQUIRED Q w — — / W 1-HOUR RATED LID FINISH w/RATED GYP LU ft 3 0 or PLY SEE DETAILS. `� -...-__w — iw ___ 141U co Aft I -z c) N 0 0 I • 1- iI aceor O 0,o 1- —J 0 Q 9 /5 w i_ J = W Lel <o w Z o a Q cLcn J w Ce V Z APA RATED 24/0 INDICATES ROOF SHEATHING. NAIL w/8d @ 6”O.C. ON SUPPORTED EDGES Q _ -- AND 12"O.C. (MAX)IN THE FIELD ON ROOF � 1 RAFTERS AT 16"O.C.w/TIES AT EACH 1 END. HATCH INDICATES EXTENT OF (N) 11 _r t--`_-, \ \ PLYWOOD O \ 2 Ie • REPAIR DAMAGED REPLACE DAMAGED TRUSSES A3 / TRUSSES PER DETAILS / SEE TRUSS MANUFACTURERS DRAWINGS / • 1 ROOF FRAMING PLAN NORTH 1,A2 SCALE: 1/8"=1'-0" A2 NEW COMP ROOFING OVER#30 BUILDING FELT OVERPROPERTY SHEATHING PER PLAN OVER TRUSSES PER PLAN. 1 1 I u I . .- --- ---•-- -•-.—• ---- ----- ----- DAMAGE ' HATCH INDICATES THE MIN. EXTENT OF THE NEW ROOF. -' SOLUTIONS 1 1 1 SEE PLANS FOR EXTENT OF TRUSS REPLACEMENT. 1 Il REPLACE ALL VENT STACKS AND ROOF VENTS, 2850 SW CEDAR HILLS BLVD.SUITE 106 INCLUDING NEW BOOT FLASHING ON VENT STACKS. BEAVERTON,OREGON 97005-1354 01 CONTACT:CHRISTOPHER NESTLERODE I I PHONE:503.3414801 EM.CNDESIGNS@COMCAST.NET ROOF AREA CALCULATIONS: [0 = ROOF VENT w/0.667 SQ. FT. FREE AREA 01 (1 AREA =3520 SQ. FT.w/CONT. EAVE VENTS FREE AREA OF EAVE BLOCK VENT: o z 3520 SQ FT/300 SQ FT PER SQ FT OF VENT AREA= 11.73 THE FOLLOWING ARE VENT OPTIONS: - W 11.73/2= 5.86 SQ FT OF EAVE VENTS. (180) 1" HOLES= 1 SQ. FT. Q 5.86 SQ. FT. OF ROOF JACKS. (80)2" HOLES= 1 SQ. FT. W Q 1 1 01 (1)SCREENED BLOCK = .34 SQ. FT. (Y ' 5.86/0.667 SQ. FT.AREA PER JACK=8.88 OR 9 JACKS. W Q I 1 \ - AllLii 1 -. .�- .�.--te . SIMPSON 'A21'EA. w I SIDE OF OUTLOOKER 8d @ 3"O.C. W 1 I (6)16d INTO BLKNG. C 1 �� I PLYWD. SHT G PER PLAN 1 L I 1, 2x6 BLKNG.w/SIMPSON FLAT 2x4 OUT LOOKERS 'LUS26'HANGER EA. @ i 1.17.-- ' 24"O.C.w/(2)16d EA. END END 0I EDGE NAILING 1 i '• tr r /:_'/>‘`," �ry, ,,Q-/;- Zvi r rr ii rr ri r / i.v - • r rr i rr r r . • • . AIL N U p N Y I % G z'-.. 01 I 2x6 FACIA _ r . u;3#w i , a�mx j r oo�� 1'-0"MAX. / ,i/ • r � � � � I I � - jl J 2x4 STRONG 1I NOTE: Q JI I 1BACK w/16d @ ji, GABLE DIAG. BRACE MAY BE I- 12"O.C. I! e SHALLOWER THAN 1:1 BUT NOT W 0 ���i j 1 B �4 STEEPER. 1 u ` - (E)GABLE END TRUSS '' 0 I IIS r. 2x6 DIAG. BRACE @ 48" z li 1 O.C. Q .01t . . SIMPSON 'GBC'CLIPS EA. Q 1 DIAG. BRACE TYP. J a_ I I ► LL �1 _ I �-1 DBL.TOP PLATE O l l ,I 1- t i i �� - -I I 'I I ' t I 1 1t- � �' 0 • s FRAMING PER PLAN. Ce ROOF PLAN NORTH1, 2 GABLE END TRUSS DETAIL A3 SCALE: 1/8"=1.-01 A3� SCALE: 1 1/2"= 1'-0" A3 . PROPERTY ACOUSTICAL INSULATION BATT• OCCUPANCY SEPERATION WALLS DAMAGE ti°1111 1/2"RESILIENT CHANNELS " SOLUTIONS 0I 2850 SW CEDAR HILLS BLVD.SUITE 106 ' I 5/8"TYPE"X"GYP.BD. BEAVERTON,OREGON 97005-1354 CONTACT:CHRISTOPHER NESTLERODE 2x4 STUDS @ 16"O.C. PHONE:5033414801 EM.CNDESIGNS@COMCAST.NET I� 5/8"TYPE"X"GYP. BD.APPLIED PARALLEL TO CHANNELS RESILIENT CHANNELS @ 16"O.C.ATTACHED AT RIGHT ANGLES TO ONE SIDE OF 2x4 WOOD STUDS @ 24" W/1 1/4"TYPE S DRYWALL SCREWS.ONE LAYER 5/8"TYPE"X"GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO CHANNELS WITH 1"TYPE"S"DRYWALL SCREWS @ 8"O.C. Ce o w/VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS.3"MINERAL or GLASS FIBER INSULATION IN o STUD SPACE. d o OPPOSITE SIDE:ONE LAYER 5/8"TYPE"X"GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED Ce 5 4„ i s" _ Z PARALLEL OR AT RIGHT ANGLES TO STUDS W/6d CEMENT COATED NAILS, 1 a LONG,0.0915"SHANK, HEADS,7"O.C. o VERTICAL JOINTS STAGGERED 24"ON OPPOSITE SIDES. w NOTE:AT EXTERIOR WALL LOCATIONS,LOCATE CHANNELS ON THE INTERIOR SIDE AND PROVIDE SIDING TO MATCH EXISTING ON THE EXTERIOR SIDE. 1. W o o 1 1 HR. INT. WOOD W/ CHANNELL A4 SCALE: 1"= 1'-0" GA FILE No.:WP 3242411 )1\ t t • _FA__ EXTERIOR RATED WALLS r // ! I• = 5/8"TYPE"X"GYP.BD. 0. = 0 o ..BATT INSUL.NSULSECTION F .m 1 -411.f 2x4 STUDS @ 16"O.C. FLOOR/C0 NQ i (so.-.-q- i-,-503.‹ i-' BUILDING PAPER ENCLOSED VENT a W o= oo,� � ,-I.. - SIDING TO MATCH PROVIDE ADDITIONAL GYP.AS REQUIRED PER FLOOR/CEILING TYPE. >30FFR•11R. X �— >� Y FLOOR/CBLIVO / RECESSED FIXTURE BY MANUFACTURER. INTERIOR INTERIOR SIDE COVERED WITH 5/8"TYPE"X"GYPSUM WALLBOARD,4'WIDE,APPLIED HORIZONTALLY PROVIDE ADDITIONAL GYP.AS REQUIRED UNBLOCKED,AND FASTENED WITH 2-1/4"TYPE"S"DRYWALL SCREWS,SPACED 12"O.C.,WALLBOARD PER WALL TYPES AND FLOOR/CEILING TYPES. J JOINTS COVERED WITH PAPER TAPE AND JOINT COMPOUND,FASTNER HEADS COVERED WITH JOINT COMPOUND. Q WRAP INTERIOR FOR A MINIMUM OF uj EXTERIOR (1)LAYER TYPE"X"GYP. Q 2"X4"WOOD STUDS @ 16"O.C.WITH DOUBLE TOP PLATES,SINGLE BOTTOM PLATE;COVERED WITH A MINIMUM 3/8"WOOD STRUCTURAL PANELS(OSB)OR AS INDICATED BY STRUCTURAL,APPLIED 4 0 0 VERTICALLY,HORIZONTAL JOINTS BLOCKED AND FASTENED WITH 6d COMMON NAILS(BRIGHT)-12" O.C.IN THE FIELD,AND 6"O.C.PANEL EDGES.CAVITY TO BE FILLED WITH 3-1/2"MINERAL WOOL 1'7INSULATION WITH R-VALUE PER TABLE. 12x BLOCKING ce NOTE:SEE STRUCTURAL SHEAR WALL PLANS FOR ADDED SHEAR WALL SHEATHING REQUIRED. PLAN YEW•1R WALL (21HR. EXT. 3 1/2' WOOD W/ SIDING ( 3- TYPICAL RECESSED FIXTURES Ate SCALE: 1"= 1'-0" TABLE 720.1 ITEM NUMBER 16-1.1 .A4..} SCALE: 1"= 1'-0" A4 ,. • FIRE DAMAGE TO CHORDS PROPERTY AND GANGNAIL \ 10d @ 6"O.C. DAMAGE NEW SHTNG. (E)SHTNG. SOLUTIONS 2850 SW CEDAR HILLS BLVD.SUITE 106 -"—IN BEAVERTON,OREGON 97005-1354 o CONTACT:CHRISTOPHER NESTLERODE i` TRUSS PHONE:503-341-6801 EM.CNDESIGNS@COMCAST.NET 'OIMMk& (N)2x6 RAFTER w/ (E) 8d @ 6"O.C. '/ z 0 3 CONN. DETAIL 314"PLY. EA. SIDE OF Q o N (E)TRUSS FRAMING Q. o \ LLI 2'-0" 6'-0" / 6'-0" 6'-0" / 6'-0" A5 SCALE: 1 1/2"= 1'-0"/ F !WI! (E)2x4 TRUSS FRAMING w o ll&1 l Q 8d @ 6"O.C. 2 Qz m a LI TRUSS DAMAGE ELEVATION 4 TRUSS REPAIR DETAIL �A5 SCALE: 1/4"=1'-0" A5 SCALE: 1 1/2" = 1'-0" l BLDG. PAPER 4 A5 COMP ROOFING r `Oz 4'-0" ROOF SHEATHING N 0 o NY p«7 s,. / MIN. 8d@6"O.C. ozco 7 4 PLY EA. SIDE IF TRUSS w/ \ F-amw 8d NAILS @6"O.C. (MIN)5 1- � oo°i NAILS EA. MEMBER. 001.°1°. . ' 2x BLOCKING w/16d Et? z TOENAILS @ 6"O.C.TYP. 111, i � -vim \ 4 P 07 A5 --J 0/ \ ZZ \ 'I MANUF.TRUSS PER PLAN. F-- i; W GYP. Q / MATCH (E) i� Z q I� SIMPSON' H2.5 EA.TRUSS N C I� \ !I Q -- GYP. d 2'-0" / 6'-0" / 6'-0" 6'-0" 6'-0" j W CL I cn D Ct 2 TRUSS REPAIR ELEVATION A5 5� TRUSS CONN DETAIL \ Aj SCALE: 1/4"=1'-0" SCALE: 1 1/2"= 1'-0" \ A5