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HomeMy WebLinkAbout1014 Cathleen St Technical - BuildingTECHNICAL Permit 079 Address 0 `y Cet+r\ een Si' Project description QA),) Sitnq e, c.,v1/14k,, RZSiG re,In J Ce Date the permit was finaled Number of technical pages �3 L-L7 ©1 70, PLAN 112795G FOR Suntel Home Design In return for payment of a one -time fee, eFat Architecture Engineering, Inc grants you a limited license to use the Analysis to construct one single house a the address shown below This lateral analysis is not to be used for any master plan approval process. Site Location.1014 Cathleen Street, Port Angeles, WA. Only Copyright: 9834 NOTICE If the Building Department accepts the Analysis without an engineer's original "wet- stamp" seal signed with red ink or for different site location than shown above, then it is agreed that such Building Department accepts total liability out of or in connection with this Analysis. CALCULATIONS, SHEAR SHEET, L -SHEET VALID ONLY WITH ORIGINAL STAMP HERE AND DIGITAL STAMP ON PLANS AND CAN NOT BE USED AFTER December 2007 6 tA C o 6 ‘1,0,\4 Project Catalina -G By RF Sheet No File 112795G- 100D -D2 -WA Date 7/2005 Designs Engineenng, Inc Client Suntel Horne Design Job No 1843 l l 1 171 71 34A LIABILITY LIMITATIONS OWNERSHIP OF DOCUMENTS ANALYSIS ANALYZE BUILDING FOR ONLY WIND SEISMIC FORCES According to the 2003 INTERNATIONAL BUILDING CODE WIND ANALYSIS FOR EXPOSURE "D" 100 MPH (3 -sec Gust) SEISMIC ANALYSIS FOR ZONE D2 6 '/7/ Designs Engineering, "FDE was retained in a limited capacity for this project. Design is based upon information provided by the Client, who is solely responsible for accuracy of same No responsibility and liability is assumed to FDE for items beyond that shown on these sheets. No construction observations nor soils investigations performed by FDE INDEMNIFICATIONS BY BUILDING DEPARTMENT Building Department agrees to defend, indemnify and hold harmless FDE from any loss, costs, damage, expense, including attorney fees upon trial or appeal, for liability arising out of or in connection with FDE's Analysis unless Analysis is used for specific site location shown on cover naae and contains an onainal enameer.'s "wet stamp" seal sr aned with red -ink (no photocopy allowed). All documents produced by FDE shall remain the property of FDE and shall not be used unless accompanied by ar original engineer's wet -stamp issued from FDE I. Designs Engineering, Inc NI ta ST4 crAi 1/4' T-CY Project: Catalina -G File 112795G 100D-D2-WA Client Suntel Home Design 1 •un IIIIIU gib Sin SCALE "1/8' III II 1,1 By RF Date 7/2005 Job No 1843 '..111,1111M11 I 1101:1 Ii IIII ill IIlIII A I WI 111g: IrratInv II 1 11 •11 111 I I I 111111 1111 nu!!!!!!!!!!!ny T I° EXP 0$8. SING FLOOR LINE Sheet No 2/ 011 UM I NAM Designs Engineering, Inc SCALE 1/4' T -0' SCALE 1/8' Y-0' h EXP O.S.S. SIDING Project. Catalina -G File 112795G 100D -D2 -WA Client Suntel Hoene Design fl By RF Date 7/2005 Job No 1843 Sheet No 3 1t 12 FI TCN 6 S1�E DETAIL 091 I XTEND HEADER OVER ENDWALLS 30' (MN) WALL WIDTHS SPACE ROOF S1 -111-1G FASTENERS AT 6 O.G. AT ALL INTEM IEDIATE FRAMING MEMBER5 EACH SIDE OF EACH RIDGE, HIP AND WITHIN A 5 -0' WIDE NAILING ZONE AROUND THE ENTIRE PERIMETER OF THE HOUSE (NAILING ZONE WIDTH STARTS AT EDGE OF ROOF) I II I 1 II I -II I II I II I y 11 I -II II I 11 II I II I \-1- 4 --II Ii-:74- I I I 1 I 1 O 11 1 I I I I II 1 1 1 1 1 I II I I I I I II I I I I 1 1 SHEAR TRUSS 1 1 1 1 I I I I I I I 11 I I k 1 /174 'HOOP P_A FASTEN EA. TRUSS TO TOP WALL PLATE w/ SIMP 1H6 4 EA. STUD TO TOP WALL w/ SIMP '5P2' r I I I II_- 1 N III I I 1 1 iI II I I I i I I Ii II I 1 I I I 11 HI1 I I 1 I I I I II-- I 1 I 10 11 I I 0 cr z o C Data. Designs Engineering. Inc WIND ANALYSIS USING 2003 IBC SIMPLIFIED WIND METHOD W Total Wind Force Y x Ix P x A Y =15 I =10 FRONT REAR WALLS SIDE WALLS Zone Horizontal Pressure A Pa 17 8 psf B Pb 12.2 psf C Pc 14.2 psf D Pd 9 8 psf W Y I (Pa Aa Pb•Ab Pc Ac Pd Ad) W 7 82 x 10 pounds Distribute wind force to roof and second -floor level FRw1 YI (10PaAa +10•PbAb +10PcAc +10PdAd) FRw1 782x10 lbs Zone Project Catalina -G File 1127956- 100D -D2 -WA Client Suntel Home Design Iorizontal Pressure Projected Area A Pa 17 8 psf Aa 30 sq ft. B Pb 12.2 psf Ab 20 sq ft. C Pc 14 2 nsf Ac 245 sq ft. D Pd 9 8 psf Ad 420 sq ft. By RF Sheet No Date 7/2005 Job No 1843 11 Reference 2003 IBC Figure 1609 6.2.1 Projected Area Aa 30 sq ft. Ab 15 sq ft. Ac 165 sq ft Ad 220 sq ft. W Y I (Pa Aa Pb Ab Pc Ac Pd Ad) W 1.26 x 10 pounds Distribute wind force to roof and second floor level FRw2 Y I (1 0 Pa Aa 1 0 Pb-Ab 1 0 Pc Ac 1 0 Pd Ad) FRw2 1.26 x 10 lbs Designs Engineering, Inc SEISMIC ANALYSIS USING 2003 :IBC SIMPLIFIED ANALYSIS PROCEDURE Data. I =1 0 Sd 1.30 R 6 5 r 0 45 (worst case) E Earthquake Base Shear 1.2 p Qe 1 4 1.2 p (Sd W/ 1 4R) Weights. Mass Calculations Roof Dead Load 15 psf (Composite Roof Covering) Partitions 10 psf Exterior Walls Windows 10 psf (Average) Aroof 2500 ft ^2 AlstFloor 2300 ft ^2 Mroof 20 Aroof 10 Aroofwall p 2 20 r•V AlstFloor Seismic Design Force FRe E Project. Catalina -G File 112795G- 100D -D2 -WA Client. Suntel Home Design By RF Sheet No Date 7/2005 Job No 1843 7/ Aroofwall 900ft^2 A i wall 0 ft ^2 hl 10ft Mroof 5 9 x 10 pounds p if (p 1,1, p) p 1 07 E 1.2 p Sd Mroof F 1 09 x 10 pounds 14R FRe 1 09 x 10 pounds Project. Catalina -G File 112795G- 100D -D2 -WA Client: Suntel Home Design Designs Engineering, Inc By. RF Date 7/2005 Job No 1843 Sheet No INVESTIGATE SHEARWALLS USING PERFORATED SHEARWALL DESIGN APPROACH Analyze entire brace wall line as a series of perforated shearwall panels using worst -case "maximum opening height ratio Individual perforated shearwall panels extend between plan discontinuity Overturning for such panel is calculated by rational analysis. Reference Section 2305.3 7.2 2003IBC Unadjusted in-plane shear force for brace wall line, FRe 2950# Percent full height sheathing 8 ft. 16 ft 50% Maximum opening height ratio 4ft 8 ft 0 50 Shear resistance adjustment factor, Co 0 8 (Ref Shear resistance adjustment factor table) Amplified in-plane shear, V Unadiusted shear force for brace wall line Shear resistance adjustment factor x Total length of full height walls FRe (Co x L) 2950# (0 8 x 8 ft) 460 plf Uplift at perforated shearwall ends calculated based on rational analysis (use only 50% of weight of first individual full height wall segment for dead load) 2/3 average weight of full height wall segments and portion of roof framing, Wd 110 plf 2/3 dead -load reaction at end of shearwall or corner restraint, Rl 400# Uplift at end of perforated shearwalls, Pu Vf x hl Wd x (0 5 L1) RI 460 plf x 8 ft 110 plf x (0 5 x 4ft) Rl 3100# Uplift between wall ends, t V- Wd 460 plf 110 plf 350 plf Wall bottom plate (1 1/2" thickness) to rim joist. Use 16d common nails (0 162 by 3 1/2 inches) Lateral resistance 1 33 x 141# 187# per nail Withdrawal resistance 1 33 x 40 ph x 2 5" 133# per nail. Nails for shear transfer 460 plf 187# per nail 2 4 nails per foot Nails for uplift transfer (460 -110 plf) 133# per nail 2 6 nails per foot Net spacing for shear and uplift 2 4" o c R1 r joist to wall top plate Use 16d common nail (0 162 by 3 1/2 in.) toe nailed to provide shear transfer Lateral resistance 0 83 x 187# per nail x 1 5 nails per ft. 230 plf (150# per nail default maxrmur for seismic loads) plus Simpson "LTP5" framing clip capacity 630# Net spacing for shear using LTP5 clip and 16d toenails at 8" o c 630# (460- 150 24" o c Transfer of uplift, t, from second floor in this example is accomplished through attachment of second floor wall to the continuous rim joist which has been designed to provide sufficient strength to resist the induced moments and shears. Continuity of load path is provided by holdowns at ends of the perforated shear wall. Use Type "C" shearwall w/ HTT22 holdowns, 16d at 2 1/2" o.c. sole plate narlrn2 and LTP5 clips at 24" o.c v Project. Rockwall Designs Engineering, Inc R1 400° FRe 2550" HOLDOWN Pu 3100^ File #12801- 100B -D1 -OR Client: Suntel Home Design 4 -0' P.S.W. Segment WALL HEIGHT 8'.0' Percent Full- Height Sheathing 10% 20% 30% 40% 50% 60% 10% 50% Perrorated Shear Wall H/3 -1/2 2H/3 2' -5' 1.0 l0 1.0 1.0 1.0 1.0 1.0 1.0 4 -0' P.S.W. Segment 2H/6 4/ -0' 5 -4 6 -8' Shear Resistance Adjustment Factor 0.69 0.53 043 011 o.55 0 45 014 059 049 011 0.63 053 0.80 051 051 0.83 011 0.63 0.81 011 0.69 051 053 011 By RF Date 7/2005 Job No 1589 ELEVATION O° PE OfR4TED S1-1E4RuJ4LL MAXIMUM OPENING HEIGHT RATIO AND HEIGHT H 0.36 0.38 0 42 045 050 0.55 0.53 011 SNE,41R RESISTANCE 4DJUST "E\ T FACTOR Sheet No 'lH Designs Engineering, Inc I.NV.LSTIGATE MAIN -FLOOR SHEARWALLS. Rear Walls Line A Front Walls Line B Project: Catalina -G File 112795G- 100D -D2 -WA Client Suntel Home Design Summation of full- height walls lengths Total length of brace wall line full height sheathing S 100 TL Diaghragm stress v 0 5 FR TL Seismic Shearwall 1 75 (0 5 FRe) stress w/ wall aspect v L ratio penalty Perforated v 0 5 FR Shearwall stress 0 8 L Uplift for shearwall length L1 2 ft. (worst case) Pu =v9– 5 WdLI –R1 Use Tyne "C" Shearwall w/ Tyne "D" at narrow walls w/ HTT22 holdowns Summation of full height walls lengths Total length of brace wall line full height sheathing S L 100 TL Diaghragm stress v 0 5 FR TL Seismic Shearwal] 1 75 (0 5 FRe) stress w/ wall aspect v L ratio penalty Shearwall stress v 0 5 FR L Uplift for shearwall length L1 2 ft. (worst case) Pu• =v9– 5 Wd Ll R1 By RF Date 7/2005 Job No 1 843 L 18 ft. TL 58 ft. S 31 03 percent v 93 58 plf v 527 69 plf v 376 92 plf Sheet No o) /I( Weight Wd 110 plf R1 400 Pu 2.88 x 10 pounds L 17 ft. TL 50 ft. S 34 percent v 108 55 plf v 558 73 plf v 319.28 plf Weight Wd 110 plf R1 400 Pu 2.36 x 10 pounds Use Tyne "C" Shearwall w/ Tvne "D" at narrow walls w/1-111222 holdowns Designs Engineering, Inc Line 1 Walls Project Catalina -G File 112795G- 100D -D2 -WA Client Suntel Home Design Summation of full- height walls lengths L 31 ft. Total length of brace wall line TL 40 ft. full height sheathing S L 100 TL Diaghragm stress v 0 5 FR TL Shearwall stress v 0 5 FR 08L Uplift for shearwall length L1 2 ft. (worst case) Pu v 9 5 Wd Ll R1 Use Type "B" Shearwall w/ HTT22 holdowns Line 2 Walls Summation of full height walls lengths L 30 ft. Total length of brace wall line TL 32 ft. full height sheathing S L 100 TL Diaghragm stress v 0 5 FR TL Shearwall stress v 0 5 FR 0 88 L Uplift for shearwall length L1 2 ft. (worst case) Pu =v9— 5 WdLI —R1 Use Tvne "B" Shearwall w/ HTT22 holdowns By RF Date 7/2005 Job No 1843 S 77 5 percent v 156 99 plf Pu 1 63 x 10 pounds v 253.22 plf Weight Wd 110 plf R1 400 Pu 1 77 x 10 pounds S 93 75 percent v 196.24 plf Sheet No I v 237 87 plf Weight Wd 110 plf R1 400 Architecture Engineering, Inc a ti CI ii C a 1C Project: Structural Notes Location. Pacific Northwest Copyright 1993 OWNERSHIP OF DOCUMENTS The "diamond" shearwall designation system details were created by Fuller Architecture Engmeering, Inc (FAE) and are copyright protected property of FAE and shall not be used unless issued from FAE Copyright 1993 LEGEND O DESIGNATES GRID LINE G z,, PERFORATED SHEARWALL SEE DETAIL #30 DRAWING NOTES 'SIMSPON 'HU" TYPE BEAM HANGER SIMPSON GLB' TYPE BEAM HANGER DESIGNATES DETAIL MARK DESIGNATES SHEARWALL TYPE DESIGNATES HOLDOWN TYPE (SEE SHEAR SCHEDULE) DESIGNATES DRAWING NOTE DESIGNATES H.D. LOCATION (APPROXIMATE) 'SIMSPON 'HUxx TYPE BEAM HANGER DESIGNATES 6X DFL #1 POST W/ SIMPSON 'EPC' TYPE POST CAP DESIGNATES 6X DFL #1 POST W/ SIMPSON "ECC' TYPE POST CAP (3) 2 x (WALL WIDTH) BUNDLED STUDS TO SUPPORT ROOF FRAMING ABOVE. SIMPSON 'MSTC52' FASTENED TO DBL. JOISTS OR BEAM. SEE DETAIL 6 (2) STUDS UNDER BEAM CONTINUOUS DOWN TO FOUNDATION. By. RF Date 1/2007 Job No 7000 DOUBLE FLOOR JOISTS. NAIL FLOOR SHEATHING TO EACH JOIST WITH (2) ROWS 10d COMMON NAILS AT 6' O,C. A 'DRAG SHEAR TRUSS' DESIGN TRUSS FOR 150 PLF DIAPHRAGM SHEAR TRANFERRED FROM TOP TO BOTTOM CHORDS THROUGH THE WEB MEBERS WITH CUMULATIVE FORCE RESISTED AT ONE END OF THE BOTTOM CHORD. Sheet No 1 Architecture Engineering. Inc. SHEARWALL SCHEDULE MARK WALL COVER FASTENERS DGN S L INTEDN. EDGES STUDS 601 WALLED 5/8 G.W.6, NAIL OR I1/4" 4 O.C. 4" O.C. 'W' 0 15 SCREW 1 /16 A .P A ISGA STAPLE RATED SHT'G�0.131 4, x 21/4" 4" O.G, 0.148 "47 x 2 6" 0.C, '1/115" &PA, 0.131 "4' x 2 I 3" O.C. RATED SHT'G 0.145 m x 2'/ 4" 0.C. F RI-I. P -NAIL 0.148" s x 21/4" 3 O.G. FULL ROUND- STAGRD HEAD P -NAIL, 1/16 A.PA.- 0.148 N x 21/4" RATED 5HT'G FULL ROUND- 4" O.C. EACH SIDE HEAD P- NAIL 1/16 A.P.A, 0.148 m x 2 2" O.G. RATED 5HT'G FULL ROUND- STAGRD EACH SIDE HEAD P -NAIL, /D\ 1/16 A.PA.- RATED SHT'G I- IOLDOUJN SCI- 1EDULE NOTES "X" DESIGNATES SIMPSON PRODUCT MARK) HOLDOWN FASTENERS NO O HLDOWN REQUIRED "MSTC66 A Aj 'CMSTI2 (43) I6d SINKER U 9 -0 "LONG NAILS AT EACH END- I0 'MSTC40' "MSTC52." "PHD -5" -OR H 'DU -4 "HTT22 -OR "HDU -5" 'PI-IDS 8" \k\g/ H-OR 8 "1-8 (15)(16) "HDU II' or "141-1D011" DQII" (15)(16) 'HHDQ14" (18) I6d SINKER NAILS AT EACH END (24) 16d SINKER NAILS AT EACH END (34) 1601 SINKER NAILS AT EACH END SIMPSON "S5T1524 SIMPSON '9511324 SIMPSON 'SSTB28 SIMPSON 15911528 SIMPSON '6911:325 W/ 9/64 CUT WASHER 4 HEAVY HEX NUT I DIA. (A315) GALV ROD EMBED INTO 12" TI-IK. x 21" WIDE 10' -0' LONG FTG, DESIGNATES SHEAR PANEL AND HOLDOWN TYPE. DESIGNATES APPROXIMATE HOLDOWN LOCATION Project. Structural Details Location Pacific Northwest Copyright 1993 SOLE (9) BLOCKING/ (9) E/ x 1" REMARKS PLATE RIM JOIST EMS. ABs I6de 8 "oc 3 O.G. 6" OG 16de 3 "oc A\ 12 o.C, STAGRD 12" O.0 16de 21/2"oc STAGRD 12" O.0 16de 3 "oc STAGRD 12" O.C. 16de 2 "oc STAGRD 1601 TOENAILS AT 8" O.C. (3) 'LTPS "e 48" oc 'LTPS "e 24 'LTPS "e 16 (3) 'LTP5 10" oc 12 O.C. 115de 1i2 °c 'LTPS'fa 6 STAGRD (3) oc (3) oc (3) oc 48 0.0 48 D.C. IS" O.C. 10' O.C. 18" O.C. 12" O.C. REFERENCES TO SEE NOTES ABOVE By RF Date 1/2007 Joh No 7000 Sheet No ALL PANEL EDGES MUST SE BLOCKED 1 1/2 LONG x 1/15 WIDE STAPLES W/ CROWNS PARALLEL W/ FRAM'G. 'DBL. STUDS/BLKG, AT (5) ADJOINING PANEL EDGES W I6d AT4 O.0 DBL. STUDS/BLKG. AT (5) ADJOINING PANEL EDGES W/ 16d AT 4 O.C. DBL. STUDS/BLKG. (S)(II) e ADJOIN'G PANEL EDGES W/ 16d AT 4" 4 3X MUDSILL 3X. MUDSILL AND (8)(1I) 3X. STUDS /BLKG. AT ADJOINING PANEL EDGES PER NEW CODE, ALL ANCHOR BOLTS MUST HAVE 2" SQUARE X 3/16 HDG PLATE WASHERS 1. ALL FASTENERS USED AT THE COAST AND IN CONTACT WITH PRESSURE TREATED MATERIAL MUST BE HOT DIPPED GALVANIZED (HDG) 2, 'F RH. P -NAIL DESIGNATES A FULL ROUND HEAD PNEUMATIC- DRIVEN NAIL (l0d GALV BOX NAILS MAY SUBSTITUTE FOR 0.1484 P NAILS) 3 SIMPSON 'RBC' BOUNDARY CLIPS TO SUBSTITUTE FOR 'LTPS AT ROOF 4 SHEATHING ON SHEARWALLS MUST EXTEND DOWN TO SOLE E MUDSILL PLATES AND SHALL NOT BE INTERRUPTED BY ANY WALL BUTTING INTO THE SHEARWALL. 5 PROVIDE DOUBLE STUDS/BLKG. W/ I6d AT 4 O.C. AT ADJOINING PANEL EDGES TO AVOID SPLITTING, NAIL EACH PANEL EDGE TO ONLY ONE 2X. 6 "SI 'PSON" PRODUCTS SHALL BE INSTALLED AS PER MFG. SPECS 1. HOLDOWNS OCCUR AT ENDS OF SHEAR -WALLS AND SHALL FASTEN TO A MINIMUM OF (2) STUDS (MIN.) LAMINATED TOGETHER W/ I6d AT 6 "o.c. USE LONGER FDN. BOLTS WITH 3X MUDSILL AND SET BOLTS HIGHER DO NOT INSTALL FDN. VENT WITHIN 12 CLR. OF A HOLDOWN ANCHOR BOLT 9. FASTENERS SPACING APPLIES ONLY AT FULL HEIGHT WALL SEGEMENTS OTHERWISE USE MINIMUM CONSTRUCTION STANDARDS 10 ANCHORS SHALL HAVE MIN 1 3/4 EDGE DISTANCE 4 5 END DISTANCE. 11. WALLS WITH PLYWOOD ON EACH SIDE :4- LL .OFFSET PLYWOOD EDGE JOINTS ON ONE SIDE OF THE .SHEARWAL nM. THO..3 01\r-THE OTHER. EXTEND PLYWOOD THROUGH Q 1 ER N DETAIL 14 TO ACHIEVE MINIMUM SHEARWALL WIDTH SH I N PLANS 12 SHEARWALLS WITH OVERDRIVEN NAILS 1?'ENETRATING SURFACE BY MORE THAN 1/8 WILL BE REQUIRED TO BE RE1 OILED USE A RUBBER GROMMET IN HEAD OF NAIL -GUN AND Ar°JU:aT AIR PRESSURE SO NAIL HEADS ARE FLUSH WITH OR SLIGHTLY RECESSED INTO SHEATHING. 13. ALL STUD WALLS MUST HAVE DOUBLE TOP PLATES W/ 16d AT S O.C. AND STUDS 16 o.c. PLATES SHALL LAP A MINIMUM 4 -0 AT SPLICES WITH AT LEAST EIGHT 16d NAILS EACH SIDE OF SPLICE 14 HOLDOWN TYPES W/ GREATER NUMERICAL DESIGNATION MAY SUBSTITUTE FOR HOLDOWNS WITH LESSER SEE CHART TO THE LEFT 15 USE 3000 PSI CONCRETE IN STEMWALL. PROVIDE (2) 0 4 CONT T 3 B IN STEMWALLS WITH THESE HOLDOWNS EXTEND 10' 0' PAST HOLDOWNS 16. FASTEN TO (4) 2x6 FULL -HGT STUDS FASTEN EACH STUD TOGETHER W/ (2) ROWS I6d AT 6 O.C. STAGGERED EDGE NAIL WALL PLY TO EA, STUD IN SHADED AREAS FASTEN SHTHG. AT 4 O.0 AT BOUNDARIES OF SHADED AREA AND PANEL EDGES BLOCK PANEL EDGES W/ 2 NOMINAL FLAT BLOCKING. USE Sd COMMON NAILS FOR ROOF.AND 10d AT FLOORS /CLGS USE 5/8 055 OR PLY SHTI -IG. AT CEILINGS 1-12-01 Architecture Engineering, Inc BOUNDARY NAIL (BN.) 2 X SOLID FRIEZE BD 2 X STUD WALL SIMPSON 'LTPS' SEE SCHEDULE FOR SPACING SHEARWALL PLY. SPLICE PT. EDGE NAILING SIMPSON 'LTPS' RECOMMEND USING 'DRY' LUMBER RIM JOIST OR 'LSL RIM BOARD TO MINIMIZE BUCKLING OF SHEATHING APA -RATED ROOF SHEATHING THIS DETAIL ALWAYS APPLIES. f SIMPSON 4-11' TIE AT EACH RAFTER ALONG ENTIRE PERIMETER NOTE: 9H10 -2' MAY SUBSTITUTE FOR 'HI' NOTE. SIMP 'H2.5' MAY SUBSTITUTE FOR 'NI' AS LONG AS 'RBC' CLIPS AT 24 o.c. ARE USED TO CONNECT THE FRIEZE BD TO TOP WALL PLATE. ROOF PERIMETER I0d 4 O.G. PLYWOOD DECK SHEATHING SOTO 1 JOIST 16d m 8'o c MAY SUBSTITUTE —1 s FOR 'LTPS' 1 2 X BLOCK'G SOLID BLK'G. I I �c EA. SIDE 48' JOIST SIMPSON 'LS50' SIMPSON 'LTPS' SEE SCHEDULE MAY SUBSTITUTE FOR 'LTPS' FOR SPACING SHEARWALL APA -RATED SHEATHING JO IST /SI- 4EA�UJALL 50LE PLATE NAILING SEE SCHDE FOR INFO 'EXTEND, WALL (4) 10d EA. BLK TO Tr..1J4LL =LATE 4'EN. -GE NAIL (EN) NOTE BELOW I FLOOR JOISTS m 1 2 X BLOCKING AT 6 -0' O.0 W/ (3) 10d TOENAILS TO PLATE 2 X STUD WALL APA -RATED SHEATHING 0 PARALLEL JOISTS THIS DETAIL ALWAYS APPLIES. Project: Structural Details Location Pacific Northwest Q Copyright 1993 APA -RATED ROOF SHEATHING Sd 4 O.C. 2 X 6 FLAT BLK'G W/ Ibd 4 O.C. INTO WALL E By RF Date 1/2007 Job No 7000 V 2" END OF 2X WALL -I— SHEARWALL PLYWOOD SHEATHING I0d 4 0.C.-N x� y O END OF 2x4 4 DRAG STRUT T 2 X SOLID BLKG. W/ SIMPSON 'LS50" 2X BLKG. W/ BM. I6d AT 6 O.C. —1/2 SHTHG W/ I0d AT 4 O.C. EDGES, BLOCK EDGES. SEE SH'WALL SCHEDULE FOR ADDITIONAL INFO 2 X STUD WALL STRUCTURAL CE I L INCA EN. 10d m 6 O.C. AT FLOOR AT DSCR, PROVIDE 2x4 x 5 -0' LONG NAILED TO BOTTOM CHORD W/ I6d 47 4 O.C. STAGGERRED PREDRILL HOLES FOR CONNECTOR SCREWS O DRACz STRUT Sheet No RAFTER OR TRUSS EN. FLOOR SHTH'G.t SOLID BLK'G. SIMPSON 'L550' APA -RATED SHEATHING JO IST /S EARW4LL SOLID BLKG EA. SIDE 5' -0' AWAY FROM END OF DRAG STRUT CONNECTOR SEE PLAN FOR SIZE. INSTALL WI EQUAL LENGTH TO DRAG STRUT AND WALL. Sate's/ Architecture Engineering. Inc CONC. STEM WALL TiFr2N WALL B OND DE18 AT EN OF WALL INF TiFTG. SOLE PLATE NAILING SEE SCHEDULE FLOOR l t2) I6d r l T l FRAMING I '4 CONT WORM I AT TOP I BOTTOM f 11 II L 11� 11 NORMAL JOISTS THIS DETAIL ALWAYS APPLIES. EDGE NAIL SIDE WALL SHTI-I'G TO 4x6 STUD I 6 4144 7Aii I MIN. FLY WIDTH I _L_ EA. SIDE I' 10' •.1— t r A 11• Ii• I i J1 11 4 -0" SIMPSON "MSTC28' EA. SIDE (4- TOTAL) Project Structural Details Location Pacific Northwest 0 Copyright 1993 •PA RATED SHEATHING FASTENED TO MUDSILL PLATE EDGE NAIL (EN) SIMPSON 'LS50" ANCHOR (NOT REQ'D IF SHTH'G EXTENDS CONT TO MUDSILL W /OUT ANY JOINTS) EDGE NAIL (EN) x 1" EMS. AB's W/2 X2 X3/I6 PLATE WASHERS OR SIMP "8P 5/8 -2" •4 DOWELS 48' O.C. (MINIMUM) GARAGE -FRAME DETAIL, NOTE EXTEND GARAGE DOOR HEADER OVER ENDWALL. HEADER WIDTH TO MATCH WALL WIDTH NAIL SHEATHING TO HEADER W/ 0.148 x 2 "4 F RH. P -NAILS 3 O.C. BOTH WAYS 6X SOLID BLOCKING AT SHEATHING SPLICE SIMPSON 'LTP4" EA. END" •1 •4 HAIRPIN BAR x 1 -4 2 -3 n 8" CONCRETE WALL W/ II (2) 0 4 DOWELS EA. END U UNDER SHEARWALL (2)'4 X 1 -6 0 4x6 STUD EA. END W/ ADD'L 2X NAILER CORNER WI 16d 6 GARAGE I% APA -RATED SHTH'G FROM A SINGLE SHEET BOTH SIDES W/ 0.1484 F RF-I. P -NAILS INTO 4x6 W/ (2) ROWS AT 2" oc. EXTEND PLYWD THRU CORNER SEE DET 14 SIMPSON 'PHD6 ll' 1 4x6 PLATES W/ (2) 5/8 "0X12' J -BOLTS AT 5" o.c. W/ SIMP 13P•45" WASHERS (2) ROWS OF NAILS AT 11/2" STAGGERED TO MUDSILL 2" 50. CONT FTG. WI (2) 0 4TIB 24 "x48 "X FTG. 4 -O" i WI (3) 0 4 CENTERED BELOW RAISED STEMWALL (4) 10d 3 0.C:--- PLYWOOD DECK SHEATHING By RF Date 1/2007 Job No 7000 1 IF FLOOR JOIST L SYSTEM, PROVIDE 2 X BLOCKING 12" O.C. W/ (3) 10c1 TOENAILS TO PLATE ,I •I I I 1I I 11�� 11 I� I' •1 I :Pp14i"tLl To 1 N "I'PE SHEA •16IJIRET LENTS I 1 'I IF. II :I I IJ, n tI CONC. STEM WALL II PONYWALLS 4 -0' AND TALLER MUST BE APPROVE BY ENGINEER OTHERWISE OK PARALLEL JO ISTS THIS DETAIL ALWAYS APPLIES. 11l •I X 1 EMS. AS's It W/2 X X 3/16 11 PLATE WASHERS OR •n SIMP 'BP 5/8 -2' ir~ •4 DOU)ELS 48' O.G. .11 If II '0 fl. tlU 11 tt.0 II '4CONTT 4 B fi M NMMUM) :II' llCON FOUNDATION 0 4 DOWELS 48" O.G. "PA RATED SHEATHING. Sheet No A SOLE PLATE NAILING EDGE NAIL (EN) SIMPSON "LS50" AT SAME SPACING AS 'LTPS EDGE NAIL (EN) •4 CONT HORIZ T 4 B MIN. (2) 2X6 STUDS AT HOLDOU.N5 EDGE NAIL PLY TO STUDS PROVIDE SOLID WOOD HOLDOUN STUDS fl I! SIMPSON NOLDOU.N A36 THREADED ROD WITH SAME DI R AS ANC BOLT SIN 3f ON 'CNW' COUPLiER I- i fr I 'SIMf?SON 'STAS' II IW ff. .II l IOLDOWN e fi= 'ONYWALL SOLT Architecture Engineering, Inc. EDGE NAIL PLY TO HOLDOLLN STUDS RUN PLY. CONT TO BOTTOM IE (2) -2 X 6 BLOCK'G IF BEAM IS UPTURNED USE 2x6 LEDGER' WI I6cl AT 6" cc STAGG'RD BELOW CEILING WALL SHEATHING EDGE NAIL SHEATHNG RIM JOIST JOIST SIMPSON 'LIPS" I SEE SCHEDULE FOR SPACING 2 X STUD WALL APA -RATED WALL SHEATHING LAM. STUDS TOGETHER W/ 16d AT6 0.C. SEE PET 'ILL./SEE PLAN IF PLYWOOD IF BM EXTENDS CEILING IS REQUIRED FASTEN RAFTER TO WALL PLATE W/ SIMPSON 'HI" SEE DET I FOR ADD'L INFO. S'LE PLATE NAILING BO BOU L NDARY F 501-ID BLKG. CANTILEVER JST II ii li I 1111 .11. 1111 W. SIMP604. 1 6er ApHESrVE. .1n1: III II REQUIRED 45Y CODE) 15 ROOF LEDGER DETAIL Project: Structural Details Location. Pacific Northwest 0 Copyright 1993 SIMPSON 'LS50' MAY SUBSTITUTE FOR 'LTPS' 1141 ANCHOR EMBED DI DEPTH 5/8' I 10' 3/4" I II" 1/8" I 13" HOLDOUN GRADE A36" THREADED ROD SEE SIMPSON CATOLOG FOR DIAMETER I 13 MISSING NQLDOWN ANCNOR BOUND NAIL ROOF PLYWD TO 2 X 10 LEDGER W/ BEVELED TOP TO MATCH ROOF SLOPE. NAIL LEDGER W/ (2) -16d EA WALL STUD 4 EA. 2 X 6 BLKG. (USE 2x 8 BLKG. IF TRUSS ROOF) FOR THIS SECTION OF ROOF BLOCK PANEL EDGES W/ 2 X 4 FLAT NAIL 8d 4' O.C. EDGES AND BOUNDARIES, 12' O.C. IN FIELD. SHEARWALL PLYWD. MUST EXTEND DOWN TO BOTTOM WALL PLATE (TYR) BN. APA =RATED WALL SHEATHING (2) -2x OR 4x (REF.TO PLANS) HOLDOUN STRAP WRAP AROUND DBL. JOISTS SIMPSON 'HTS30' EA. SIDE OF DBL. JOISTS (PROVIDE WEB STIFFENDER IF I -JOIST USED) X 8d AT 6 o.c. AT ALL FRAMING MEMBERS WITHN 5'-0' OF EDGE GABLE END TRUSS s NAILS BASED —1 ON SHEARWALL F 1.1 REQMTS. BELOW EITHER NO JOINT IN PLYWOOD OR FASTEN SH'WALL TO ENDWALL TRUSS WI BLOCKING/RIM FASTENERS 51-104IN IN SH'WALL SCHD'L. SN'WALL SEE SH'WALL SCHEDULE FOR NAIL'G REQMTS. SHTHG. By RF Date 1/2007 Job No 7000 CONT RIM 4 2X BLKG. OR L. RIM JST (12) 10d EA. END OF STRAP 1- IOLDOU N TO RIM JST IF THIS IS A SH'WALL W/ A WOLDOU N, THEN EXTEND 51ITH'G THRU 4 EDGE NAIL NOTE. THIS DETAIL IS REQ'D ONLY WHEN TWO _L SWEARWALLS SHARE ONE HOLDOWN. SOLID BLKGG. 2x4 x 8' -0' LATERAL BRACE AT 6 -0" o.c. (6) 16d NAIL (2) 16d EA. TRUSS SOLE PLATE NAILING B BOUNDARY IF "H" EXCEEDS 6 -0' THEN INSTALL 2x4 ON EDGE BEHIND 2x4 FLAT IN END -WALL TRUSS. IF 'H' EXCEEDS 12' -0' USE 2x6 ON EDGE. SEE ABOVE. Sheet No SIMPSON "LSS0' MAY SUBSTITUTE JOIST FOR 'LTPS' DBL. JOIST AT EACH END OF WALL OVER DBL. STUDS FASTEN TO RIM JOIST W/ SIMPSON 'LW' 4x6 OR (2) 2k STUDS ibd AT 6 O.C. HOLDOUN 1601 AT 6 O.C. INTO EA. STUD EDGE NAIL HOLDOWN FRAMING AT CORNER 2x4 FLAT AT 24" O.C. IN END -WALL TRUSS 2X VERTICAL BRACE (2) I0d AT 8' O.C. 2x4 BLKG. AT 6 -0' O.G. W/ 8d AT 3 O.C. TRUSS BOTTOM CHORD OR CEILING JOIST DBL. 2xSOLID BLOCK W/ (2) SIMP °LS50' TO WALL PLATE 2x6 PLATE W/ I6d AT 12" o.c. TO WALL GYPSUM BOARD DIAPHRAGM WITH Sd COOLER NAILS AT l' O.C. AT FIRST (4) CEILING MEMBERS AND 2x6 PLATE GABLED ENDUJALL Architecture Engineering, Inc e i 9 II SHEARWALL7 2x SOLE IE• SEE SCHDL FOR INFO CUT x 4 SLOT IN SHTHG. 2x SOLID BLK'G EACH-/ SIDE NEXT TO STRAP ROOF TRUSS �r N 410 4�,,�pp r (1 BAGS 1-4)' R1 INTERFLOOR 1- 4OLDOUIN I ro of 451jr I..-_ (2) -2x OR 4x (REF TO PLANS) 4i .HOLDOUN STRAP (INSTALL STRAP W/ I EQUAL LENGTH TO BEAM STUDS. T DBL. JOIST OR BEAM (12) 10d EACH END OF STRAP EDGE NAILING I— IOLDOWN DETAIL (2) Ibd INTO TRUSS TiB CHORDS 2x4 AROUND BLKG. PANEL PERIMETER 5-1� -E Project. Structural Details Location Pacific Northwest C) Copyright 1993 UNLESS OTHERWISE SPECIFIED)JSE (2) SIMPSON "HTS30" EA END OF BEAM BOUNDARY NAIL SOLID BLK'G. I SIMPN 'LTPS' SEE SCHEDULE FOR SPACING 1 SO W OO D BELOW BEAM EN. SHTHG. TO STUD W/ STRAP 3' DIA VENT HOLES AT 10 O.C. PER IBC 12032 2x4 FLAT EDGE FRAMING NAILED TO TRUSS VERTICAL W/ 16d AT 6' O.C. I/1' PLY SHTH'G. WI 10d AT 4' OTC. EDGES WALL TOP PLATES Ibd AT S" O.C. FROM ELKG. PANEL TO WALL PLATES 2X SOLE FE SEE SCHEDULE FOR INFO APA -RATED ROOF SHEATHING BOUNDARY NAIL (BN.) 2 X SOLID FRIEZE BD By RF l.Date 1/2007 Job No 7000 (2) -2x OR 4x (SEE PLAN) L 2 X SOLID BLK'G BELOW ENTIRE LENGTH OF SHEAR IJALL. NOLDOWN DETAIL HOLDO I.N STRAP (INSTALL WITH EQUAL LENGTH TO BEAM AND STUDS. 13N. DBL. JST OR BEAM 2 X STUD WALL SHEARWALL NAILING SAME AS BELOW SOLID BLK'G. SIMPSON 'LS50' MAY SUBSTITUTE FOR 'LTPS' CLG. JST APA -RATED SHEATHING SNEARWALL EXTENS FOR STICK FRAMED ROOFS NAIL ad AT 3 OC. INTO EACH SHEAR TRUSS FOR DIAPHRAGM LOAD UP TO 200 PLF OTHERWISE USE 3" O.C- y UNLESS SPECIFIED OTHERWISE, 1 EITHER SHEAR TRANSFER SYSTEM MAY BE USED SWEAR TRUSSES EACH DESIGNED FOR DIAPHRAGM SHEAR LOAD SHOIW ON PLANS (TRUSS TO TRANSFER SHEAR FROM TOP TO BOTTOM CHORD) (4)16d NAILS 2x8 AT 16" O.C. W/ (3) Ibd EA. END SHEARWALL SHEAR TRUSS MAY BE ELIMINATED IF SHEARUJALL EXTENDS UP TO ROOF SHEATHING. SEE DET 40 FOR INFO Sheet No FASTEN TRUSS TO WALL W/ 1L550 CLIPS SEE SCHEDULE FOR SPACIN 2 1 154- IEARWALL EXTENSION 22 SI EARWALL EXTENSION FOR TRUSS FRAMED ROOFS Architecture Engineering, Inc I I II BEAM 11 T 23 HOLDOUJN ABOVE BEAM THIS DETAIL ALWAYS APPLIES. BOLT DECK LEDGER TO RIM JOIST W/ 4(x°0 AT IS O.C. AND (2) ROWS 16d AT 8' O,C. (USE 2 -5 /S" BOLTS IF JOIST SPAN GREATER THAN 10' -0 FLOOR JOIST 2X STUD WALL APA -RATED J SHEATHING SEE SCHEDULE FOR NUMBER OF NAILS EA. SIDE SEE SCHEDULE FOR NUMBER OF NAILS EA. SIDE BEAM STRAP SEE FLOOR PLAN 4 X B POST I ^1 II SIMP. 'TISTC40" EA. END OF HEADER. FASTEN TO DEL. STUDS II 5' SQ X 3/8" B1Rn PLATE PEEN THREADS AFTER TIGHTENED EXTERIOR WALL i r I I II 1 I II SIMPSON "H2.5 EA. SIDE Project. Structural Details Location Pacific Northwest Cc Copyright 1993 HOLDOWN W/ A36 GRADE THREADED ROD THEADED ROD SIMPSON 'MSTC' WRAP STRAP AROUND HEADER IF NECESSARY FILL CAVITY W/ SOLID WOOD AT HOLDOUNS I• Li II -DRILL HOLE I/8" GREATER IN DIA. IN CENTER OF BEAM FOR BOLT 2X LEDGER 2X BLKG. AT STRAP 151 2X6 DIA. BRACE W/ (2)16c1 EA. JOIST ST6224 STRAP WRAP AROUND BACK OF LEDGER 4 NAIL TO DIAL. BRACE DECK LEDGER HANDRAIL CONN THIS DETAIL ALWAYS APPLIES. CUT 1" X 4" SLOT IN PLY FLOOR SHTHG FOR STRAP NOTCH 4XB FOR 3" BEAM BEARING CONCRETE FTG. 4 X 12 BEAM SIMPSON "PHD2" W/ 5/8" X 8" EXP BOLT SHEARLUALL POST CONN. 26 l SIMPSON ABU POST BASE OR ELEVATED EPB' IF SLAB OR USE BASE CONN. SHOILN IN DETAIL 30 @PORCH/DEC< POST CONN. 2X SPACED CEDAR DBL. 2X MEMBER OR 4X MEMBER RIM JOIST. U4 X3 "X6 °X0' -S° STEEL ANGLE I'_ II IQ CI IJ II DOUBLE 2X JOIST BEAM :=1 4 4 5/84 THROUGH BOLTS W/ NUTS AND I DIA. X 3/16" WASHERS. EA. SIDE. 4X6 CEDAR NEWELL TO RIM JOIST. PERPENDICULAR WALL �MULTIPULE (6) I6d 2 NAILS AT THE TOP HOLDOWN STUDS MIDDLE, 1 BOTTOM SEE SCHEDULE CONNECT WALLS TOGETHER BY FIRS NAILING END 2x4 TO CHANNEL W/ (e) 16c1 THEN INSTALL ADDITIONAL 2x4 AGAINST IT AND NAIL W/ (6) 16d M PLYWOOD SHEATHING OVER WALL STUDS By RF Date 1/2007 Job No 7000 EDGE NAIL (EN.) TO END 2x4 THIS DETAIL ALWAYS APPLIES. 42 -1 BEAM UNLESS NOTED OTHEIVUISE, USE SIMPSON' PC" POST CAP (USE "EPC" AT ENDS OF BEAM) PRESSURE- TREATED WOOD POST /—CONCRETE SLAB CONC.FTG. Sheet No 2 SHEARUJALL EXT UJALL CONN EDGE NAIL Architecture Engineering, Inc NAIL 5I -ITHG TO GIRDER TRUSS WI 8d AT 6 O.C. BOUNDARY NAIL (B.N.) 2 X SOLID FRIEZE BD NAIL WALL SHtHG. TO EA. HOLDOWN STUD W/ I0d m 6 FOR 2 -STORY CONDITION, USE 'MSTC28' STRAP DIRECTLY BELOW GIRDER -TRUSS TIEDOWN ABOVE RECOMMEND USING 'DRY' LUMBER RIM JOIST OR 'LSL RIM BOARD TO MINIMIZE BUCKLING OF SHEATHING NAIL (16) I2d EACH END TO STUDS ONLY SEE DETAIL 11 1 GIRDER-TRUSS CONN THIS DETAIL ALWAYS APPLIES. TRUSS BOTTOM CHORD OR CEILING JOISTS SIMPSON 'LGT' TIEDOWN AT EA. GIRDER TRUSS NOTE. 7IH15 DETAIL NOT REQ'D IF TRUSS MFG, CALCS SHOW LESS THAN 1000" NET UPLIFT FORCE AT GIRDER TRUSS REACTION. IF SO THEN USE (2) 'I -12ST' TIES MULTIPLE 2X STUDS (SAME NUMBER AS TRUSSES) (4) 10d EA. BLK FLOOR JOISTS (2) BAYS OF 4X SOLID BLKG W/ (2) I6d EA. END 2 X BLOCKING AT 6 -0' O.0 WI (3) I0d TOENAILS TO PLATE MULTIPLE 2X STUDS (SAME NUMBER AS TRUSSES) NAIL WALL SHTHG, TO EA. STUD W/ 10d AT 6 OC. FASTEN CLG. TO BLKG. W/ DRYWALL SCREWS AT 4 O.C, CONNECTOR SEE PLAN FOR SIZE. INSTALL W/ EQUAL LENGTH TO WALL AND BLOCKING. RE- ENTRANT COMER 0 31 WALL- TO- CEI1_ CONN Project. Structural Details Location Pacific Northwest Q Copyright 1993 APA -RATED SIHTHG. FILLER ON SIDE OF BM. NAIL FULL -HGT STUD TO SEAM WI (2) ROWS I6d AT 3 O.C. STAG'RD FULL -HGT WALL PANEL EDGE NAIL (EN.) WALL TOP PLATES 2 X STUDS WI I6d AT 8' O.C. STAGGERED NAIL WALL SHTHG TO F.H. STUDS W/ I0d AT 6 O.C. 29 15M-TO-WALL CONN EXTERIOR VIEW SUPPORT POST TO BEAR ON FELT 30" FELT MOISTURE BARRIER OVER 5000 PSI NON SHRINK GROUT (THK mud&JII) 4 CONCRETE FOUNDATION EDGE NAIL (EN.) -►t By RF Date 1/2007 Job No 7000 -r 14 I I WHEN PANEL IS 11 24 2S' WIDE, 11 PROVIDE 'LTP5' EACH END AT BASE I I NOTE: (4) 2x6 LAM. WI 16d AT 8 O.C. EQUALS A 6x6 SUPPORT POST EDGE NAIL AROUND OPENING THIS DETAIL ALWAYS APPLIES. Sheet No a I- IOLDOWN EA. 'SIDE USE 'NDSA UNLESS NOTED OTHERWISE POST- TO -FDN CONN. PERFORATED /WALL DESIGNATION PANEL WIDTH TIE WALLTOP PLATES TOGETHER WI MSTC40 STRAP STOP RIM JOIST EA. SIDE OF BM FASTEN TO F.H. STUD W/ (2) IOd TN. FULL -I-IGT STUD EA. SIDE OF BEAM BEAM TO BEAR ON ON FULL AREA OF 2X STUDS LAMINATED WI I6d AT 12' O.C. P T MUDSILL STOP AT GROUT 5/8'0 EXP BOLT WI 4 1/2' MIN. EMBED —EDGE NAIL (EN.) RIM JOIST SEE SCI -I'DL FOR 'LTP5' SPACING I 32 FERFOZATED WALL NAILING r BEAM Architecture Engineering. Inc nT/ WALL SEE PLAN "H" (4 -0 MAX) T/ WALL IL SEE PLAN TI FOOTING SEE PLAN 4 -0 MIN. I 2' -0" MIN. 1 T/ FOOTING L.. (3) 0 4 CONT T4B FACTORY GLUED BRG. BLOCK COLUMN CAP SEE PLAN FOR TYPE 1 HD ANCHOR' EMBED DIAMETER DEPTH 5/8" I 10" 3/4" I II" l /8" I 13" ADD'L BARS IF SPECIFIED ON PLANS II o;, ;O II O' -JL C), "H' 2 I' MIN. MIN. FOUNDATION STEP THIS DETAIL ALWAYS APPLIES. 3 -0 APA RATED SHEATHING. 5/8 "0 ABe OR 5/8 "4. EXP BOLTS (5' MIN. EMBEDMT) AT HOLDOUNS, USE (A.36) THREADED ROD W/ SIMPSON 'SET' ADHESIVE. (SPECIAL INSPECTION 1L REQUIRED BY CODE) 18' UN.O t Project Shearwall Schedule I. ocation Pacific Northwest Q Copyright 1993 MATCH FOOTING 2 -0 REINFORCING J AND TIES 2'-0' SI-- IEARLJALL AT SLAB THIS DETAIL ALWAYS APPLIES. HOLES• "?UST BE SPACED AT LEAST 18" APART —7 STEMWALL FOOTING EARTH REED a FOOTING DEPTH (HD EMBEDMENT DEPTH 4') USE 14 (MIN) DEPTH ACCEPTABLE AREA TO DRILL MAX 2 3/4' DIAMETER HOLE. HOLES MUST BE AT LEAST 3 -0" FROM SUPPORTS 4 MIDSPAN AND IN THE MIDDLE THIRD OF THE BEAM DEPTH. C�LULAM- BEAM PENETRATI THIS DETAIL ALWAYS APPLIES. 2X6 FLAT WI 16d• ed 6 O,C. OVERFRAMING TRUSSES OR 2X FRAMING EXTEND ROOF SHTNG DOUN TO BLKG. PREFAB TRUSSES OR 2X FRAMING By RF Date 1/2007 Job No 7000 34 ROOF OVERFRAMING THIS DETAIL ALWAYS APPLIES. 4 -BAYS OF 4X BLKG. APA -RATED FLOOR SHEATHING 0 IF SWEARWALL DIRECTL 1 Y FALLS DIRECTLY BELOW A RAFTER ..1 THEN USE DET '3 2X BLKG. AT 32" OC. w/ (2) 16d EA. END EA SIDE OF SH WALL STUD WALL CEILING JOIST Sheet No I6d EA TIWJS5 2X SOLID BLKG 2X STUD WALL 10d 4 O.C.! o SIMPSON "PHDS" HOLDOUN EA END W/ 5/8" DIA (A36) THRD ROD E3UTTERFL• 1 STRUT RECOMMEND BUIL. ^eG 5HEARWALL 3/16" SHORT TO ALLOW FOR VE`, SHRINKAGE OF RAFTERS IF RAFTER IS LESS r- 8d AT 3" 00. THAN 12" FROM SHEARWALL, THEN BLOCK (2) BAYS 0. co o ad AT 6 OC. r ROOF SHTHG. RAFTERS SHEARLALL TO MATCH BELOW ROOF SHTG ESN. APA -RATED SHEATHING WL ad 6 EDGE 4 12" FIELD NAIL BLKG. TO STUD SHEARUJA-L 38 S+- IEAIZLJALL EXTENSION 1 ILl Cr iii 'Ti T3 .1 -1 1 111 rri III j:j _CI III r T r-4 r-4 El .1 0. .4 1 .1 '-4 It III LI 1 I.! I 0 1'1 Er) Up 1J! ft I t I: 1 1 (1) W III 1 1 1 .1) Li LI 1 r 1 .1 LI 1- ID r' I I I W 111 11; 4- ii! IJ Iii I !II al 4- -I- If! III III VT 111 1 1 III a! I 1 1 1 I C. '1. '4- 4 ft. 4 -I f 1;1 Fr 1.1 141 I 41 'I Cr Ii ft1 11 11:1 tt' 131 II I 4 tt t It -I. -4 It Ill :L r .1 4' ft I t II II 1 I :t III -I t 11 tr. T...1 I I P; Cr/ 1 f I) u 4. -4 Ill I I 0 III 3 r 411 'II 111 -1 1 11.1 rt; ill F. 'IA .4 1:_l fr.. II to ft.; .3 I 4 fp 0 L it" ru _0 -4 I_1 LI I-- 17 i C I I "1 V IP F. F 4. 111 -1 4 5- 5- t.1 I' I 1 1 II rt of (14- 11 'I- -I T..: Et /-I i 1 1- 0 0 1. C ID 11.1 19 1 .71 CI (XI I 4.14 113 1 III C. 5. I -4 I 1-11 -1 4- I! it. II It; 11; •r-4 4 1-4 j 4111 II .I 11 1' 1 1.-i: rt C PI I.II 1.. .I II) s_ I -1 -4 .1 I-' I I t_t 1.1 ..t 4..... I.II -4 1 C. Ill II II ill I Cl -I 4. c rri C F t.t at n -1 .1 III P 4 I 'I, 7 '3! 4- L,, F -4 ft 1.14 .0 '4- I cfl C,4 I: 2:: -I- E E II 4 ::i In 5 5 Ili W .-1 ,4 I ID E 4- r.. f ..f.: ii III 111 F a ct r" r Lii Ill :3