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STRUCTURAL SHFATHNG, SEE PLAN AND DETAILS `^° ""^W J[►IT •1 i � ,tN'Si� i i y:it" it r � •� ti. I77 -•• . . • •SOSO nv I scw« STRUCTURAL SHEATHING PER PLAN 20 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 20 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 'L' BACK. 2. AT VERTICALS OVER 6'-6' TO 8'-4" USE (2) 2x4 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 20 O 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. STRUCTURAL 907HNG SEE PLAN REFER TO AACIITECIURAL DRAWINGS ANDIOR TRUSS MANUFACR1A6i DRAWINGS FOR SPC•CFlC TRUSS PROFiE AND DETAILS FOR ATTACL'IMEIIT NFORMAToK (La HEEL mm' SLOPE OVHIRANf" ME -ENGINEERED W0OOD N TRUSSES AT 24.O.C. MAX. OR* 2(BLOCKING AT SHEATHING EDGES w/ 2x RIBBON BOAM ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS w/ (3)10d NAILS, 24' O.C. CONTINUOUSSTRUCTURALSHEATHNG CENTER SPACING NAIL PER TYPICAL SHEATHING DETAL UOUS STRUCTURAL SHEATHING NAL PER TYPICAL SHEATHING DETAL FRAMING PER PLAN FRAMING PER PLAN STRUCTURALSHFATHING DETAL AT TRUSS HEEL > 91/4' SEE PLAN AND DETALS FOR ATTACHMENI PRE-ENGINEERED WOOD TRUSSES AT 24'O.C. MAX. TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHING NAL PER TYPICAL SHEATHING DETAIL DETAL AT TYPICAL TRUSS w/ HEEL < 91/4' TRUSSATTAOMIT' ALL TRW ENDS ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE RAL OPTION MUST BE USED FOR CONTINUOUS LOAD PATH: a INSTALL TYPICAL TRUSS ANCHOR THfIO" EXTERIOR SHEATHNG. EXT. SHEATHING IS CONTINUOUS AND WLLTRANSFEA COMBINED SHEAR 8 uw- b. INSTALLIYPI AL ISS 04 ECTOR MM TIIUSS TO TOP PLATE ON NSM OF THE WALL w1 H25A 0 EVERY OTHER STUD M TOP PLATE EXT. SHEATHING IS CONTIIlI011S AIIO wLL TITANSFER COMBINED SHEAR 6 UPLIFT. c. INSTALL ANCHOR AS GAIT.® FOR ON THE PLANS. TWIST STRAPS ARE TO BE NSTAI.0 ON THE INSIDE OF THE WALL. ANY STRAPS FROM THE STUDS M THE UNDERLYNG STRUCTURE WLLBE C40 FOR ON THE PLANS. d. NSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE. EXT SHEATHING 6 CONTINUOUS AND WLL TRANSFER CUM SHEAR d UPLIFT R02 ROOF TRUSS ON FRAMING WM-010 1 /2"=1'-0" 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' O.C. 0 APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T" LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. (2) SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SHEATHING PER PLAN SIDE NAIL ALL "L' BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. PROVIDE CONE. 2x8 P.T. PLATE w/ 1/2° 0 x 10' ANCHOR BOLTS AT 4'-O' O.C. MAX. w/2'x2' PL STRUCTURAL SHEATHING ('�MI c+ I v WASHERS AND 7' EMBEDMENT. SEE PLAN FOR ATTACHMENT MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED NAIL BOTTOM CHORD OF GABLE BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w 12d's AT 4" O.C. / --� CONDITION, SEE PLAN AND DETAIL / CONE. 2x4 \ 20 NAILED FLAT TO TOP OF BRACE ('T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. % BRACE SPLICE SHOWN FEED NAILING \ PER PLAN 2 4 BLOCKING AT 48' 0 C \ 3xTRUSS BAYS 2x6 NAILED 0 BOTTOM WOOD FRAMING PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END �TRU�SS�BRAOIN�GCt�Tt�L " 2x4 LADDER FRAMING AT 24 O.C. REQ D AT (8) 10d NAILS EACH OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. ENGINEERED WOOD ROOF TRUSS AT 24" CONT. 24 w/ (2) 12d NAILS O.C. MAX. CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING 3 v n (4) 1/4' 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 0 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR R 13 (TYPICAL CMU WALL CONNECTION) x =10% HOUSE WIDTH RIDGE I XI` X 1O GABLE END J BOSTON HIP 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d 0 EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN, GABLE TRUSS PER PLAN EDIMENT BLOCKING @ GABLE -VALLEY SET TRUSSES AT 24' O.C. -ROOF SHEATHING PER PLAN -MIN. 9' LONG 20 GA. FLAT STRAP w/ (8) 10d -SHEATHING PER PLAN. -OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. RVVVV QnQ VALLEY SET OVER FRAME Ilvv ISM 3 9L' =10% HOUSE WIDTH X _X x - �c O O ® x x RIDGE 1Q GABLE END , X GABLE x =10% HOUSE WIDTH ROOF SHEATHING NALS ROOF FASTENING ZONES 8d RING SHANK 0.113'x2318' 1 2 3 SHINGLE: 7/16' SPAN RATED SHEATHING OFFSET DNI�SIONx=10%HOUSE WDTH x x TILE. 15/32' SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 6' O.C. 6' O.C. I.O.C. METAL:15132"SPAN RATED SHEATHING PANELFE]D (1) 6'O.C. 6'O.C. 6'O.C. NOTES: 'DESIGNED WITH ENGNEE LNG 1. LONG SIDE OF SHEATHING TO BE PERPENDCULAR TO TRUSSES OR RAPIERS -TYPICAL. RATIONAL. THAT MEETS ASCE7-16 2. EDGE SPACING ALSOAPPLES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL. TO 10% OF TOTAL HOUSE WIDTH, DIMENSION T OFFSET FROM ROOF EDGE. 30'WDE HOUSE = TZONE, 40'WDE HOUSE = 4'ZONE, 50'WDE HOUSE = FMNE, 60'WDE HOUSE = 6'ZONE ROOF SHEATHING ATTACHMENT DIAGRAM R 11 �� 1 /2„=1'-0" SHEATHING PER PL R09C PARTIAL GABLE END TRl 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOC( 8'-0' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32' MAIL SPACING �— IF LENGTH IS LESS THAN 4'—O' USE 2x4 'L' BACK, IF LENGTH IS GREATER THEN 4'—O' USE (2) 2x4 'L" BACKS. NAIL 'L' BACKS w/12d 012"O.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK —EXTEND 6' PAST LOWER ROOF SHEATHING DETAIL PARTIAL GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN 2x4 BLOCKING AT 2'-0" - O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS BOND BEAM PER PLAN AND SCHEDULE VALLEY SET TRUSSES 8" CMU WALL SEE PLAN AT 24' O.C. FOR VERT. REINF. ROOF SHEATHING PER PLAN(//,R WALL BR 07 NEATHING PER SHEATHING 'LAN. PLAN. -OR- --------------------- 2x4 PURUN 0 EA VALLEY (1) SDWC15600 TRUSS SCREW TRUSS. NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 8" O.C. STRUCTURAL SHEATHING PER PLAN 2x4 OUTLOOKER FRAMING AT 24' O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. — CONT. 2x4 w/ (2) 12d NAILS SIMPSON H10A w/(16)8d NAILS MIN. - STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLAN-� \ SEE ARCH. DRAWINGS CMU LX4 IJWL;KINb A I UTAUL)NALJ UNLT. A I IAUi A I LAUi END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24' O.C. SHEATHING PER PLAN META16 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF WALL TO BOTT. OF BLOCKING ACING�AT NON -BEARING EXTERIOR WALL STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN -� SHEATHING AND SCHEDULE PER PLAN R 0 8 B WALL�BRACINOA�B EARINGVLL 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. ° 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L' BACK. STRUCTURAL SHEATHNGPER SHIDULE w/EDGE NAILING PER DETAL 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 'L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). x SHTG. 3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 2x4 BLOCKING 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS@EA. (2J10d NAILS OUTRIGGER 1 REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL' MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 14 OUTRIGGERS 8' CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO (.. REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL 'L" BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH "L' BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO — BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE " 2x BI.00KNG BETWEEN TRUSSES, TOENAL @EA. END CONT. & FASCIA W/(416d NAILS AT EACH OUTLOOKER W 2'(MN) CONCRETE RAKE BEAM W/(2)#5 (STOP 6 BOTTOM FILL CELLS ACCORDING TO DETAL CN.LOUT ON STRUCTURAL DRAWINGS 2x4 PT. LEDGER ATTACHED TO WALL w/1/4X2- /4'TAPCONS@24'ot. ONE O.C. 0 APROIL 45-DEG NEAR THE �D THE REMAINDER AT 48 R33 GABLE END DETAIL @ CONCRETE RAKE BEAM SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP 1 /2"=1$-0" RWM-330 NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN R09B DUTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE BOSTON HIP ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME w/(2) 1/4' x 3' WOOD SCREW 016' O.C. BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER : 8d NAILS 4' O.C. AND 4' O.C. TO RAFTER/SUB-FASCIA 2x4 HELD FRAMED RAFTER 016' O.C. MAX SPACING - TOE NAIL ONE SIDE OF RAFTER TO LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE SIDE, INSTALL A35 w/BOTTOMS BENT AND ATTACHED TO BOTTOM OF LEDGER & RAFTER w/ 10d x 1 1/2' NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS �u• - FASCIA CUT FRAME: PER SPECS w/ (2) w/ 1/4' x 3' WOOD SCREW 0 16" O.C. SUSPENDED RAFTER 1 1'7 V mod« 1 /2"=1'-0" C.OA.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: N349 0 THOMAS A. WEBER, PE P.E. * 73242 FLORIDA ■ BENJAMIN NIESE. PE P.E. S 88026 FLORIDA 6/18/21 , p\�1`�{TAIL r� zi ti� Y� YQf1 � STATE-'* N:S' 4y�� *PulteGroup- MID v 00 a O O cn O m 1 L� 00�. "it Ei� N 1 O p y a� p as id w � � Q O cooO M PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.1