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STRUCTURAL SHEATHING SEE PLAN AND OM
<br />DETAILS FOR X7"M REFER TO AFICHITECTURAI- DRAWINGS STRUCTURAL SHEATH114G
<br />PRE-ENGINEE]RED ANDIO TRUSSMANUFACTURER SEE PLAN AND DETAILS
<br />1 1/2' WOOD TRUSSES DRAVANGS FOR SPECIFIC TRUSS FOR ATTACHMENT
<br />AT 24' D.C. MAX PROFILE INFORMA"Ok (.a HEEL
<br />M
<br />HEIGHTS. SLOPE. OVERHANGS) PRE-ENGINEERED
<br />- OR- " NGS WOOD TRUSSES
<br />2x BLOCKING AT 2x RIBBON BOARD AT 24' O.C. MAX.
<br />ATTACHED TO TRUSS
<br />'S
<br />SHEATHING EDGES w/ (3) w/ (3) 10d NAILS, 24' -OR-
<br />uss
<br />Sd NAILS INTO TRUSS O.C. CENTER MAX. 2x BLOCKING AT 2x RIBBON BOARD
<br />CONTINUOUS
<br />I ING SPACING SHEATHING EDGES .1 (3) Sd ATTACHED TO TRUSS w/
<br />SS
<br />STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL NAILS INTO TRUSS (3) 1 Od NAILS, 24' O.C.
<br />'C
<br />CAL
<br />NAIL PER TYPICAL SHEATHING PAL �PZER No
<br />S TYPIC L CONTINUOUS STRUCTURAL CENTER MAX. SPACING
<br />PER
<br />HEATHING DE . TAIL AL SHEATHING DETAIL SHEATHING NAIL PER CONTINUOUS STRUCTURAL
<br />'AIL
<br />AN TYPICAL TRUSS TYPICAL TRUSS TYPICAL SHEATHING DETAIL SHEATHING NAIL PER
<br />CHOR PER PLAN DETAIL AT TRUSS HEEL � 9 =114' ANCHOR PER PLAN FRAMING PER PLAN TYPICAL SHEATHING DETAIL FRAMING
<br />Fkfe PER PLAN
<br />REFER TO ARCHITECTURAL DRAWINGS AND/Oft TRUSS MANUFACTURER DRAWINGS FOR DETAIL AT TRUSS HEEL > 9114'
<br />SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS. SLOPE. OVERHANGS) STRUCTURAL SHEATHING,
<br />SEE PLAN AND DETAILS FOR
<br />STRUCTURAL SHEATHING, SEE ATTACHMENT
<br />PLAN AND DETAILS FOR >
<br />ATTACHMENT PRE-ENGINEERED WOOD
<br />PRE-ENGINEERED WOOD TRUSSES AT 14' O-C, MAX,
<br />TRUSSES AT 24'O.C. MAX. TRUSS ANC14OR PER PLAN
<br />TRUSS ANCHOR FRAMING PER PLAN
<br />M R FASCIA, ISEE ARCH DWGS) CONTINUOUS STRUCTURAL
<br />PLAN
<br />FASCIA, (SEE ARCH DWGS) SHEATHING NAJL PER
<br />BOND BEAM 4r TYPICAL SHEATHING DETAIL
<br />PER PLAN DETAIL AT TYPICAL TRUSS] DETAIL AT TYPICAL TRUSS 114-
<br />w/ HEEL . 91/4' —all
<br />ig-M fflo 014
<br />(Fnij W%TM ONMASW 11/01/2D23 TRUSS ON HNING 11101/2023
<br />TO WALE R DID R=.
<br />2X4 BLOCKING AT r-O' STRUCTURAL SHEATHING.
<br />O.0 w/ (2) 12d TOENAILS ISEE PLAN FOR
<br />EA. END TO TRUSS ATTACHMENT)
<br />PRE=IYEERED C
<br />BOND BEAM PER T.0 AT 24'0
<br />PLAN AND SCHEDULE
<br />SHEATHING PER PLAN
<br />8"CMU WALL, SEE
<br />PLAN FOR VERT. REINF. METAIISATBLOCKING
<br />(WALL WNG @ OM. EXT. WALL 00kffM 11101,'1W3
<br />F�-! TO SCALE RWM-070
<br />STRUCTURAL
<br />SHEATH I NG PER PLAN
<br />PRE-ENGINEERED
<br />TRUSSES AT 24'OC
<br />TRUSS STRAP PER PLAN
<br />Ir CMU WALL, SHEATHING PER PLAN
<br />SEE PLAN FOR
<br />VERT. REINF.
<br />NG @ PERKNDCLAR BRG. WALL N"EAR) .....
<br />ROB
<br />NOT TO SCALE RWM-OBO
<br />*X* = 10% --"-A
<br />HOUSE WIDTH
<br />01 2
<br />RIDGE
<br />C
<br />1 ,
<br />GABLE END
<br />ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT WALL
<br />BELOW USING ONE OF THE BELOW METHODS. ONE FULL
<br />OPTION MUST BE USED FOR CONTINUOUS LOAD PATH
<br />a INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT
<br />SHEATHING INTO DOUBLE TOP PLATES EXT
<br />SHEATHING IS CONTINUOUS AND WILL TRANSFER
<br />COMBINED SHEAR & LIPLIFT,
<br />b INSTALL TYPICAL SS CONNECTOR FROM MUSS TO
<br />TOP PLATE ON INSIDE OF THE WAU_ ADDITIONALLY
<br />INSTALL LTS12 TOP PLATE-TO.STUD CONNECTORS 0 EA
<br />STUD. EXT. SHEATHING IS CONTINUOUS AND WILL
<br />TRANSFER COMBINED SHEAR & UPLIFT
<br />c INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP
<br />PLATE. EXT SHEATHING IS CONTINUOUS AND WILL
<br />TRANSFER W�m � A U�
<br />4'14'rjt�4'14'
<br />22 1/2'
<br />PT
<br />30' TRUSS OR 1-350 5 1 T
<br />RAFTER
<br />SDWC15600
<br />(D
<br />OVERHANG OVERHA14G
<br />MR PER PLAN
<br />IIV-1 3714'
<br />SPIGILE WWQ CONFKNJRATION A SWME 8DWC CONFXXJPATION B
<br />(TRUSS OFFSET FROM STUD) (TRUSS ALIGNED V41TH STUD)
<br />INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE
<br />INTO TRUSSIRAFTER INTO TRUSS(RAFTER
<br />TRUSS OR TRUSS OR RAFTER TRUSS OR RAFTER
<br />3,
<br />"4.+ (2) SDWCI5SDO (2) SDWCI 5600 (2) SDWCI SSW0
<br />(D (2) (D
<br />3' OVERHANG OVERHANG OVERHANG
<br />1 1/4' PER PLAN R PLAN PER P.LAN
<br />PER
<br />3 A 1/4' 3/4'-1 114r* 1/21-11 1/21-11 111-7/8" 1,17-7/8'
<br />31- DOUBLE SUM DOUBLE SIDWIC: CONFIGURATION 8 DOUBLE SDVIQ OONFIGUIRATION D
<br />+ 2 2 �('-25' CONFIGURATION A (TRUSS OFFSET FROM STUD) INSTALLED THROUGH
<br />INSTALL THROUGH TOP PLATE INTO TRUSSIRAFTER INTO TOP PLATE
<br />22", 22 112, (TRUSS ALIGNED WTH STUD)
<br />OPTIMAL OPTIMAL P INSTALL THROUGH TOP TRUSS/RAFTER
<br />LATE INTO TRUSStRAFTER
<br />R TO DWBI E TOP PLATE SCREW COWECTKN 11/01/2023
<br />CONTINUOUS CONT. 2X4 (MIN.) wl STRUCTURAL
<br />(2) 10d NAILS SHEATHING PER PLAN
<br />SHEATHING, SEE
<br />STRUCTURAL
<br />LAN FOR
<br />(2) A35 9 EA. W/ TO GABLE OPPED TOP CHORD TRUSS w/ (3)10d
<br />T P HORIZONTAL BRACE, - 0 C RECrD O—T.
<br />AT�� 2X4 OUTRIGGER AT 24
<br />OVERHANGS GRE&TE� THAN 1A5T.
<br />1 Od 7 ATTACH DR
<br />8'0 C TO TYP TRUSS CONNECTOR PER PLAN
<br />TOP PLATE ONE EA. SIDE STRUCTURAL TOENAILS
<br />WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN DROPPEC
<br />PER PLAN WOOD 2X4 BLOCKING (9 CONT. 2X4 (MIN.) w/ REO'D AT 170 MPH OR GREATER
<br />EDGE NA)UNG SHEATHING (2) 1 Od NAILS
<br />IN LIEU OF BLOCKINGAND wl (2) 10d 0 EA.
<br />EDGE ENDTOADJACENT 2X4 LADDER FRAMING AT
<br />NAILING SHOWN BLOCKING AS REQUIRED
<br />WITHI THE GABLE, TRUSS WEB 24' OC, REM AT
<br />CN IT IS JOR BOTTOM OVERHANGS LIP TO 15' FOR BRACING BY TRUSS
<br />A CEPTABLE TO USE CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER,
<br />NAIL SPAC NG TO PERMANIENTTRUSS
<br />'EDGE I TRUSS ASSHOWN) CHORDW (2) 1 . NAILS BRACING PER TFIUSS
<br />BOTTOM CHORD OF
<br />TO TRANSFER LOAD. AT 16'O.C, MANUFACTURER Ia4r
<br />2X4 BLOCIONG @ GABLE TRUSS - q
<br />TOE -NAIL SHEATHING EDGE .1 VERTICAL WEBS AS BRACING PER TR S MAX. SPACING.
<br />E D . E; :NX UrN.GL (2) 1 Od (9 EA. END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4
<br />S) WITH BLOCKNGN
<br />SHEATHING TO ADJACENT STUD FRAMING EXTEND114GAMI
<br />SHEET A -A OF (3)
<br />SPLICED SHEATHIING TRUSS NOTES (Le, BSCI REC'MT TRUSS BAYS PLACED
<br />BETWEEN PIERMANENT
<br />(3) 1 Dd NAILS 9 (3) 1 Dd NAILS 9 TRUSS WRWACIII
<br />EA. TRUSS TRU NAIL BOTTOM CF40RD PROVIDE 2XS PT PLATE .1 112'DIA. x (RESULTING IN 5'-0' MAX.
<br />OF GABLE TRUSS / ANCHOR BOL - - - - . 3'1\. OVERALL SWING)
<br />12d�S AT 4'0.C. PL WASHERS AND r EMBE IZONTAL 2x
<br />ss7t7, MASO HORIZONTAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN
<br />EE PLAN MASONRY WALL, BOND BEAM. UNTEL BEAM. FIRST 3 BAYS OF
<br />FOR OR RAKED BEAM PER PLAN. FOR RAKED FRAMING TO
<br />ATTACHMENT OF ALL BEAM g VAULTED CONDITION, SEE PLAN PERMANENT BRAC114G
<br />S I w/ I
<br />�STRUCTURAI SHEATH AND DETAIL. Dd 0 4' O.C.
<br />GAME END TRLISS BRAUNG DUAL 11/01/2023
<br />RWM-090
<br />'r = 10% ---"
<br />HOUSEWIDTH
<br />01 2 3
<br />`j
<br />C
<br />RIDGE
<br />1)
<br />GABLE END
<br />BOSTON HIP " GABLE J�
<br />'r - 1D%
<br />HOUSE WIDTH
<br />- ',7
<br />01 � �2 I/
<br />-1_21
<br />< 0,
<br />0
<br />HIP
<br />ROOF SHEATHM
<br />NALS
<br />ROOF FASTENM ZONES
<br />8d RING
<br />1
<br />1 2
<br />3
<br />SHINGLE:
<br />7/16* SPAN RATED SHEATHING
<br />PANEL EDGES @ SUPPORTS (1)
<br />6'0,C,
<br />61 O.C.
<br />4'0.C.
<br />OR
<br />SHANK
<br />TILE 15/32' SPAN RATED SHEATHING
<br />01 13'x 2-3/8'
<br />OR
<br />PANEL FIELD (1)
<br />61 0 C
<br />61 OC,
<br />6* O�C'
<br />METAL: 15/32' SPAN RATED SHEATHING
<br />NOTES:
<br />I LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL
<br />� EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES.
<br />3 FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION'r OFFSET FROM ROOF EDGE.
<br />301 WIDE HOUSE = 3, ZONE, 4U WIDE HOUSE = 4'ZONE, 501 WIDE HOUSE = 6 ZONE. W WIDE HOUSE = 9 ZONE
<br />(8) 10d NAJLS
<br />EA STRAP
<br />��ENG�NEERED WOOD —
<br />TRUSS AT 24'O.C. MAX,
<br />WHEN QUANTITY OF MISSED TRUSS
<br />STRAPS MISSED EXCEEDS (5)
<br />CONSECUTIVE LOCATIONS, INSTALL
<br />HrAMIOKTAw(4)-1/4'x2-3/4'MASONRY
<br />SCREWS TO TOP OF WALL &
<br />(4)-IY4-xl -1/2' SCIS SCREWS TO TRUSS
<br />TO AFFECTED MISSED TRUSSES
<br />TYPICAL CMU WALL
<br />(1) SIMPSON HTSM16 (OR
<br />APPROVED EQUAL) AT
<br />EA. MISSED LOCATION
<br />(4) 1 J4'0 x 21/4'
<br />MASONRYSCREWS
<br />AT EA STRAP
<br />CONDTIONS OF LIM
<br />I UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,110 lb� UPLIFT
<br />2 NOT ACCEPTABLE ON MULTI-PLYTRUSS APPUCATIONS.
<br />IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR
<br />ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION.
<br />MROOFFSHHEAOTHING ATTADMENT DIAGRAM (MAXIMUM OF 150 MPH EXP C) 11/01/2023 MISSED TRLISS ON REPAIR 11/0112023
<br />RWG-ilo &NO� TO SCALE AWM-130
<br />STRUCTURAL TYP TRU
<br />SHEATHING PER PLAN CONNECTOR
<br />CONT. 2X4 / (2) PER PLAN
<br />12d NAILS
<br />SEE REQUIRED
<br />BRACING PER TRUSS
<br />MANUFACTURER
<br />ALT. OUTLOOKER �FRAMING
<br />(REO'D AT 17DMPH OR GREATER)
<br />CONT. 2X4 w/ (2) 12d NAILS
<br />STRUCTURAL SHEATHING
<br />PRE-ENGINEEFIED WOOD
<br />TRUSSES AT 2'-V 0 C. MAX.
<br />FASCIA
<br />(SEE ARCH DWG.)
<br />RWW-=
<br />VALLEY SET
<br />TRUSSES 0 24' OC V_ ' SET
<br />'A"Ey
<br />MIN ir LONG 20 TRUSSESI@
<br />GA. FLAT STRAP� 24' D.C.
<br />w/ (8)16d
<br />SHEATHING
<br />PE
<br />PER P-LAN
<br />R�
<br />_4 _ NG
<br />LINDEF Ss
<br />ENDS ��
<br />LT.S
<br />TRUSS CHORD (1) SDWC15600
<br />w/ (3) 10d EA. TRUSS SCREW
<br />END. TO EVERY
<br />OR TRUSS BELOW
<br />VALLEY SET
<br />TRUSSES (0 24' OC
<br />SHEATHING
<br />PER PLAN
<br />-------------
<br />*2X4 PURLIN @ EA. VALLEY
<br />ZTRUSS, NAIL TO COMMON
<br />TRUSS w/ (3) 16d GUN NAILS
<br />BOTTOM CHORD OF VALLEY
<br />TRUSS NAILED TO PURLIN W/
<br />10d GUN NAIL 0 Ir O.C.
<br />TRLISSUIUSETOMI'ME 11/01/2023
<br />K::�/NO-� TO SCALE R�;;60
<br />2X4 LADDER FRAMING AT 24'
<br />AT
<br />2X4 BL JNG AT DIAGONALS ONLY. ATTACH AT EA. END
<br />OCV
<br />O.C. REQ'D AT OVERHANGS
<br />(2) 12dTOENAILS. NAIL SHEATHING TO BLOCWNG AT 6' OC,
<br />GREATER THAN IT, ATTACH TO
<br />W/ MIN. Bd NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS.
<br />-To
<br />TRUSS TOP CHORD W/ (2) 16d
<br />12116d
<br />WHEN SECOND BRACE IS REQUIRED,
<br />NAILS AT 24' O.C.
<br />NAIL TO OPPOSITE SIDE OF BLOCKING�
<br />STRUCTURAL
<br />I AT VERTICALS 3'Ar TO V-S'USE ONE 2X4U BACK.
<br />SHEATHING
<br />WA
<br />PER PLAN
<br />2 AT VERTICALS OVER 6'-6' TO 94� USE (2) 2X4 V BACKS (1
<br />EA. SIDE) (OR FRAME PER CASE 3 BEI W)
<br />3. AT VERTICALS OVER B'W TO 13*-V USE ONE 2X4U BACK
<br />AN D AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
<br />PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS
<br />3
<br />RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE
<br />BLOCKING BELOW THE ROOF SHEATHING wl (5) 12d� AT EA.
<br />END. IN ADOM N TO THE SECOND DIAGONAL, A
<br />0
<br />FOR
<br />STRONGI&ACK IS ALSO REQUIRED AT THESE VERTICALS AND
<br />AC ENT
<br />ATTACHM� OF
<br />�SEE :PLAN
<br />MUST BE ATTACHED TO EA. 'L' BACK WITH (2) 12crS AND ONE
<br />ALL STRUCTURAL
<br />U
<br />SIMPSON H5 OR ONE USP FITS CONNECTOR.
<br />S EA NG
<br />HEATHING.
<br />SIDE NAIL ALL *L'BACKS AND STRONGBACKS wl 126� AT 6'
<br />SHTG.
<br />O.C. NOTCH'L' BACKS AT TOP AND BOTTOM
<br />ISLOCIONG
<br />PRE-ENGINEEREDY
<br />TRUSS ANCHOR �D
<br />TRUSSES AT 2*4)'O.C=
<br />PER PLAN
<br />L
<br />CMU WALL PER PLAN FASCIA (SEE ARCH
<br />DRAWINGS)
<br />SHEATHING PER P AN
<br />TRUSS ANCHOR
<br />PER PLAN
<br />FRAMING PER PLAN
<br />PARTIAL WOOD BEARING I
<br />HIP TM BWNG DETAIL HM_ 11 -Too
<br />R/DZI/2023
<br />za
<br />Wow
<br />Fieldstone
<br />C.O.A.# ARCHITECURE:
<br />EN
<br />AA26002802
<br />C.O.E.# ENGINEERI
<br />No. 8
<br />29349
<br />13 IBRAHEM ELAYEB, PE
<br />z:
<br />P.E.# 91476
<br />4V
<br />0 BENJAMIN NIESE, PE
<br />TIE OF
<br />"AOR19
<br />P.E.# 86025
<br />05/24/2024
<br />DATE
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<br />Florida
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<br />DRAWN BY: I FAE A
<br />VERSION: 5=01
<br />SHEET NAME
<br />DETAILS -
<br />ROOF
<br />SHEET #
<br />S4
<br />
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