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STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING PRE-ENGINEEREDPRE-ENGINEERAND/OR TRUSS MANUFACTURER SEE PLAN AND DETAILS 1 1n' WOOD TRUSSES DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMENT PROFILE INFORMATION. (.e. HEEL AT 24' O.C. MAX. HEIGHTS. SLOPE OVERHANGS) PRE-ENGINEERED -OR- WOOD TRUSSES 2x BLOCKING AT 2x RIBBON BOARD ;ry AT 24' O.C. MAX. ATTACHED TO TRUSS SHEATHING EDGES w/ 13) - - OU - 8tl NAILS INTO TRUSS w/ (3) IOd NAILS, 24' CONTINUOUS O.C. CENTER MAX. 2x BLOCKING AT 2x RIBBON BOARD STRUCTURAL SHEATHING SPACING SHEATHING EDGES W/ (3) Sd ATTACHED TO TRUSS w/ NAIL PER TYPICAL CONTINUOUS STRUCTURAL NAILS INTO TRUSS (3) 10d NAILS, 2P O.C. SHEATHING DETAIL SHEATHING NAIL PER CONTINUOUS STRUCTURAL CENTER MAX. SPACING TYPICAL SHEATHING DETAIL SHEATHING NAIL PER CONTINUOUS STRUCTURAL TYPICAL TRUSS iYPICALTRUSS TYPICAL SHEATHING DETAIL SHEATHING NAIL PER ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 91/4- ANCHOR PER PLAN TYPICAL SHEATHING DETAIL FRAMING PER PLAN FRAMING NOREFER DETAIL AT TRUSS HEEL PER PLAN > 91µ' RR 70 ARCHITECTURAL DRAWINGSAND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, STRUCTURAL SHEATHING, SEE SEE PLAN AND DETAILS FOR PLAN AND DETAILS FOR ATTACHMENT ATTACHMENT PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD TRUSSES AT 24. O.C. MAX. TRUSSES AT 24' O.C. MAX TRUSS ANCHOR PER PLAN TRUSS ANCHOR FRAMING PER PLAN PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL .a FASCIA, (SEE ARCH DWGS) O SHEATHING NAIL PER TYPICAL SHEATHING DETAIL i BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS w/HEEL < 91/4' DETAIL AT TYPICAL TRUSS w/ HEEL < 91/4' M FF" TM ON Ir�ASONRY 11/01/2023I i1VL717liIT BVM7LAR11 11/01/2023 SRTV LT1LMWON FT1/ LNG 11101/2023nv l. NOT TO SCALE RWM-010 RW W-020 ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL BELOW USING ONE OF THE BELOW METHODS. ONE FU L OPTION MAST BE USED FOR CONTINUOUS LOAD PATH: a INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT SIEAT 40 INTO DOUBLE TOP PLATES EXT. SHEATHING IS CONTINUOUS AND MALL TRANSFER COMBINED SHEAR L UPLIFT. C. INSTALL TYPM.AL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL ADDITIONALLY INSTALL LTS12 TOP PLATE -TO -STUD CONNECTORS ® EA STUD. ERR. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR L UPLIFT. C. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE. EXT SHEAu LNG LS CONTINUOUS AND WILL 4` 14 HM4`-14° \`III/// 22 1/7 tUSS OR I,T-�Q OPrI 30FTER WCI56DO OVERFUWGERHANGPEAPLANRPION' SMILE 80WQ CO/ KKWAT10N A SINGLE SDWC: COFFIGIURATION B (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TRUSS/RAFTER TRUSS OR RAFTER TRUSS OR RAFTER TRUSS OR RAFTER 3/4' 1/1' (2) SDWC15600 (2) SDWC1560D (2) SDWC156DO m m m m m m 3' OVERHANG OVERHANG OVERHANG +/- 1µ- PER PLAN PER PLAN PER PLAN 3µ'.1 1/4' 3/4'.1 1/4' 1/2'-1' 117.1' 1/2'-7/8' 1/T-7/8' Y O DOUBLE 8DWC: DOUBLE 8DWC.` CONFIGURATION B DOUBLE 80WO CONFIGURATION D 11 2:2 -25' CONFIGURATION A (TRUSS OFFSET FROM STUD) INSTALLED THROUGH 22*1112� 1/7(TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSSURAFTER INTO TOP PLATE OPTIMAL OPTIMAL INSTALL THROUGH TOP TRUSSIRAFTER p TM ryy �p� T/�p PLATE �/�p�M/ /yTL��/P�LAL/TTEE INTO TRUSSAAFTER 1 f7V WJTIIY I LR 1 V DOI/OLC TOP PLATE 1T/TO CONNEC T MFT 11/01/2023 CONTINUOUS CONT. 2X4 (MIN) w/ STRUCTURAL STRUCTURAL (2) 1Od NAILS SHEATHING PER PLAN 2X4 BLOCKING AT 2'-0' STRUCTURAL SHEATHING, SHEATHING, SEE O.C. w/ 12) 120 TOENAILS (SEE PLAN FOR ATfPLANFOR 2X4 OUTRIOGER AT 24' O.C. RE -OD AT EA. END TO TRUSS ATTACHMENT) OVERHANGS GREATER THAN 15'. 1 Od TOENAILS @ ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO PRE-ENGINEERED (21 A35 @ FA. ' 8' O.C. TRUSS TO w/ TW TRUSS CONNECTOR PER PLAN TRUSS w/ (3)10d TRUSSES AT 24' O.C. HORIZONTAL BRACE, BOND BEAM PER TOP PLATE ONE EA. SIDE TOENAILS PLAN AND SCHEDULE WALL FRAMING ALONG TOP PLATE STRUCTURAL DROPPED TOP GABLE W/ OUTRIGGERS SHEATHING PER PLAN PER PLAN SHEATHING PER PLAN 0' CMU WALL, SEE WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN) w/ REOD AT 170 MPH OR CATER PLAN FOR VERT. REINS. METAI6 AT BLOCKING SHEATHING EDGE (2) 1 Od NAILS EDGE NAILING IN LIEU OF BLOCKING AND W (2) 1Dd @ EA. EDGE NAILING SHOWN END TO ADJACENT 2X4 UDDER FRAMING AT WAI 1 nnANLIP /aT LWI Dn/� M WALL WITHIN THE GABLE, IT ISTRUWED 24' O.0 REOU ATJA-A� ;ANC110n CKING AS BEWARED /YL DMING @ IMrDf1N CAI WALL tl�/Ir�+l n-/TI y 11/01/2023 ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15'R BRACING BY TRUSS RO7 CHORD NAILING ATTACH TO TRUSS TOPNUFACTURER. 'EDGE NAIL SPACING USE PERMANENT TRUSS NOT TO SCALE RWM-070 BOTTOM CHORD OF TRUSS AS SHOWN) CHORD wl (2) 18d NAILS TO TRANSFER LOAD. AT 1 B' O.0BRACING PER TRUSS 2X4 BLOCKING @ E REQUIRED MANUFACTURER Q 10-0' TOENAIL GABLE TRUSS w STRUCTURAL SHEATHING EDGE w/ VERTICAL WEBS ASACING PER TRUSS MAX. SPACING. SHEATHING PER PLAN EDGE NAILING (2) 10tl @ EA END NOTED IN THENUFACTURER W ADDITIONAL FLAT 2X4 SHEATHING TO ADJACENT STUD FRAMING SHEET, BSCI REO'NMTS)WITH BLOCKING PRE-ENGINEERED SRJC®SIFATNNp TRUSS NOTESEXTENDING A MINOF (3) TRUSSES AT 24'OC. TRUSS BAYS PLACED TRUSS STRAP PEA PUN (3) 1Od NAILS Q (3) 10d NAILS Q TRUSS �EA. TRUSS CHORD EA. TRUSS CHORD (RESULTING IN 5'-0' MAX.NAIL BOTTOM CHX8 PT PLATE w/ 1/T DNA. x IT OVERALL BRACING) OF GABLE TRUSOLTS @ 4'-0'O C MAT( W/ 31 12d§ AT 4.O.C. S AND T EMBED. NOTCH HORIZONTAL 2x EXTERIOR ERIOR A35 A35 MASONRYAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN SHEATHING PEA PLAN �• WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF SEE PLAN FOR FRAMING TO 8' CMU WALL, A -A A -A (L4AS0N/i1T ATTACHMENT OF ALL OR RAKED BEAM PER PLAN. FOR RAND PERMANENT BRACING SEE VERPLAN FOR -- BEAM [ VAND AULTED CONDITION, SEE PLAN w/ l Otl @ 4. O.C. O- STRUCTURALSHEATHING. B END T SR08NOT@POMDICUi tAli&%'WALLPION$HEAR) „/B,/2023 RO9 GAIF RUSS AAgNG DETAIL „/D,/2D23 TO SCALE RWM Ow RWM-D90 'X' = 10% HOUSE WIDTH 0 ��f T 111��i 2 c _ RIDGE _GABLEEND 'X' = 1D% HOUSE WIDTH �(* —G �3 RIDGE 0 GABLE END BOSTON HIP QAg� 'X' = 10% HOUSE WIDTH Cl) ROOF SHEATHING NAILS ROOF FASTENING ZONES Bd RING SHANK 0.1 13' x 2-aAr 1 1 2 1 3 7/19' SPAN RATED SHEATHING OR TILE: 15/32' SPAN RATED SHEATHING OR METAL: 15132' SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) W O C. 6' O C. 4' O.C. PANEL FIELD (1) 6. O.O. 6. O.C. W O C. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES, 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION 7G OFFSET FROM ROOF EDGE. 30 WIDE HOUSE = Y ZONE. 40' WIDE HOUSE = 4' ZONE, 50 WIDE HOUSE = V ZONE, 60 WIDE HOUSE = B ZONE (8) 10d NAILS EA.STRAP / ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX. WHEN QUANTITY OF MISSED TRUSS STRAPS MISSED EXCEEDS (5) CONSECUTIVE LOCATIONS. INSTALL HGAM10KTA w (4)-1µ6x2-314' MASONRY SCREWS TO TOP OF WALL 8 (4)-1/4'xl-1/T SDS SCREWS TO TRUSS TO AFFECTED MISSED TRUSSES TYPICAL CMU WALL (1) SIMPSON HTSM16 (OR APPROVED EQUAL)AT EA. MISSED LOCATION (4) 1/4'0 x 2 114' MASONRY SCREWS AT EA. STRAP CONDITIONS OF USE: 1. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,110 bs. UPLIFT 2. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. 8MMEATHI"GATT"Off DVWII/LII (MAXIMUM OF150MPH EXPC)II/01/2023 R13 �MTMST��AIR 11/01/2023 RWG-110 NOT TO SCALE RZ-130 RWW.030 VALLEY SET TRUSSES @ 24' O.C. VALLEY SET MIN. 9' LONG 20 TRUSSES @ GA. FLAT STRAP 24' O.C. w/(6)16d SHEATHING SHEATHING PER PLAN PER PLAN 2%4 BLOCKING UNDER TRUSS ENDS, NAIL TO TRUSS CHORDS (1) SDWC15600 / (3) 10d EA TRUSS SCREW END. TO EVERY OR TRUSS BELOW / VALLEY SET TRUSSES Q 24- O.C. SHEATHING PER PLAN 2X4 PURLIN @ EA. VALLEY TRUSS. NAIL TO COMMON TRUSS w/ (3) 16d GUN NAILS BOTTOM CHORD OF VALLEY TRUSS NAILED TO PURUN w/ I Od GUN NAIL @ S' OC. �1T= VALLEY SET OVER FWE 1110112023r1Ua7 VALL � 00 FTYYIIE 1110112023 NO7 TO SCALE RZOOD STRUCTURAL TYP TRUSS SHEATHING PER PLAN 2X4 LADDER FRAMING AT 24- 2X4 BLOCKING AT DIAGONALS ONLY. ATTACK AT EA END W/ CONNECTOR O.C. REO'D AT OVERHANGS (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. CONT. 2141 w/ (2) PER PLAN GREATER THAN 12', ATTACH TO w/ MIN. Sd NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. 12d NAILS TRUSS TOP CHORD w/ (2) 16d WHEN SECOND BRACE IS REWIRED, NAILS AT 24' O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. SEE REQUIRED BRACING PER TRUSS STRUCTURAL 1. AT VERTICALS 3'-e' TO 6'-6' USE ONE 2X4'L' BACK. MANUFACTURER SHEATHING PER PLAN 2. AT VERTICALS OVER 6'-6' TO Ir-C USE (2) 2X4 7' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). ALT. OUTLOOKER FRAMING 3. AT VERTICALS OVER 8.4' TO 13Ar USE ONE 2XII V BACK (REO'D AT 170MPH OR GREATER) AND AN ADDITIONAL DIAGONAL BRACE IS REWIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS 3 RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE CONT. 2X4 w/ (2) 12d NAILS BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EA. STRUCTURAL SHEATHING SEE PLAN FOR END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGSACK IS ALSO REWIRED AT THESE VERTICALS AND PRE-ENGINEERED WOOD ATTACHMENT OF MUST BE ATTACHED TO EA. T.' BACK WITH (2) 12ds AND ONE TRUSSES AT 74r O.C. MAX. ALL STRUCTURAL SHEATHING. SIMPSON HS OR ONE USP FITS CONNECTOR. FASCIA SIDE NAIL ALL'L' BACKS AND STRONGBACKS w/ 12ds AT e' (SEE ARCH. DWG.) 2xSHTG. O.C. NOTCH'L' BACKS AT TOP AND BOTTOM. BLOCKING TRUSS ANCHOR PRE-ENGINEERED WOOD PER PLAN TRUSSES AT 7-0. O.C. MAX. CMU WALL PER PLAN FASCIA (SEE ARCH. DRAWINGS) SHEATHING PER PLAN TRUSS ANCHOR PER PLAN FRAMING PER PLAN PARTIAL WOOD BEARING R 1 o DUTCH HIP TRUSS BWNG DETAIL (BOSTON HIP) 11/0112023 ` m caac.n.a ww RWM-100 �M, � 1USONRY rtwacmrt 11.IT �OYBf#Y®81HE911110 8 EMWTAL OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERIN No. 29349 - D IBRAHEM ELAYEB, PE�` P.E.# 9147E ■ BENJAMIN NIESE PE %�O STATE OF �� P.E.# 86025 �i�� •••.40RIOP • 'G�?` 05/15/2024 SS/ONA` `�. DATE .4 ra°yLs=y o s'E e e c oy,eE'-0 E�s�sE�sa�egF' 3fi§�^c�o$o�c_w i FS'.Ye6fiSfi�E�' < s� R e`fi�S C3fiog°�5k ®Q�:6aEve��&ao Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www. tlelds toneae. com O ZOZM Q q J Q j W O CI O O U) � 44 EC U w[1) j V) 0 0 jr W Q N = -MN O F_ L 7 J DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - ROOF SHEET # S4.1_