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ENGINEERED WOOD TRUSSE
<br />PLYWOOD SHEATHING, SEE
<br />0 24" OIC, SUBMIT SHOP
<br />"ROOFNVALUFLOOR
<br />DRAWINGS FOR REVIEW
<br />SHEATHING
<br />A41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />AND APPROVAL
<br />FASTENER SCHEDULE"
<br /># 1100 UPLIFT SIMPSON
<br />(9) 10d x 1 }" NAIL9 TO TRUSS
<br />PLYWOOD SHEATHING, SEE
<br />(1) SIMPSON HETA16
<br />HTSM20 Who 10d TO
<br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />'ROOFNVALL/FLOOR
<br />TRUSS ANCHOR WITH
<br />NOTE: A PT SYP #2 Z' x 4",
<br />TRUSS AND (4)1/4" x 2 1/4"
<br />(12) 16d x 1 }'NAILS TO TRUSS
<br />SHEATHING
<br />(9) tOd x 1 }' NAILS TO
<br />5', 6" x 4'-0" MAY BE ADDED
<br />TITEN 2 ANCHORS TO
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />FASTENER SCHEDULE"
<br />GIRDER. PROVIDE 5"
<br />W/ 10tl NAILS, 2 ROWS, 3"
<br />CONT POURED LINTEL
<br />OVER TRUSS (NOT SHOWN)
<br />MINIMUM CONCRETE
<br />O/C TO FACILITATE ONE
<br /># 1900 UPLIFT (2) SIMPSON
<br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />NOTE: APT SYP #2 7' x 4",
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />HTSM20 INSTALLED ON PRE-ENG TRUSS
<br />(16) tOd x 3 }" NAILS TO GIRDER AND
<br />8", 8' x 4'-0" MAY BE ADDED
<br />HEAVY UPLIFT
<br />TIEDOWN REQUIREMENTS.
<br />OPPOSITE (ACES OF
<br />1441 N. RONALD REAGAN BLVD
<br />(2) SIMPSON HETA16 RUSS ANCHORS
<br />W/ 10d NAILS, 2 ROWS, 3'
<br />CONNECTOR
<br />BLOCK WALL W/10 10d TO
<br />LONGWOOD, FL 32750
<br />WITH (12) 16d x 3 }" NAILS TO GIRDER
<br />O/C TO FACILITATE ONE
<br />TRUSS AND (4)1/4" x 21/4"
<br />PH: 407-774-6078
<br />ADDITIONAL PLY MAX. TO
<br />A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN
<br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM
<br />FAX: 407-774-4078
<br />lx2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />ACCOMMODATE TRUSS
<br />ANCHOR REQUIREMENTS.
<br />WITH (4) }" x 5" TITEN HD TO CMU AND (12) SDS
<br />}" x 2}' TO GIRDER
<br />CONT POURED LINTEL
<br />www.abdoeigngroup.com
<br />AA #' 0003328
<br />2x ECURED W/ (3)16tl
<br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />GALV. COMMON NAILS, ENGINEERED WOOD
<br />lx2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) k' x 5" TITEN HD TO CMU AND (18) SDS }'x
<br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER
<br />17.0
<br />FOR REVIEW 2x SECURED Wl (3) 16d
<br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />AND APPROVAL GALV. COMMON NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SDS }" x 3"
<br />1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED
<br />MASONRY BOND BEAM 12, O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS
<br />SEE SCHEDULE TITEN 2 ANCHORS MIN.
<br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER 8 2" APART
<br />B ALLOWABLE UPLIFT = U.2365 LBS, LA430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE
<br />TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR
<br />1a 1b 1c GIRDER CONNECTOR(S) A = 2a 2b 2c TYPICAL ROOF
<br />3 SCALE:3/4"=T-Y'
<br />GIRDER CONNECTOR(S)
<br />e•a' MAX pn#1x4)
<br />OR 1 014T MAX MM4)
<br />314" T 8 G SUSFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />1.4 DIAGONAL
<br />BTM.CHORD
<br />M
<br />4
<br />rrg
<br />Y
<br />BRACING, SEE r
<br />����
<br />N� tN�l, PLAN FOR LOCATION
<br />PER ELEVATIONMAY NOT BE
<br />RFn111RFn
<br />R VATIO
<br />PRE-ENG (JOIST
<br />TA12 20 GAUGE
<br />1-112 HDG COMMON NAILS.THICKNESS
<br />EACH END TOTAL OF 10
<br />\WW
<br />ABiES
<br />4500
<br />BOOB
<br />80
<br />90
<br />3/4" WOOD PANELS
<br />(2) 1l2" WOOD PANELS
<br />(2) 12" WOOD PANELS
<br />2x LUMBER
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN
<br />BRACE W/ (3) 12d @ EA TRUSSES WHERE
<br />TRUSS(DIAG. BRACE TO
<br />COVER 5 TRUSSES) 4•-0" O C. (AT SHEATHING AT
<br />�`
<br />\ f/1
<br />v W
<br />�.
<br />GYPSUM BOARD OR I/2"HIGH ---_-- _ —_--------_- - 0-0"TO 30'-(W(1)"X"BRACE ----, -�
<br />STRENGTH LG. BOARD 30'-1" TO 6U-0 (3)A" BRACE SECURE 2x PT. PLATE Q
<br />SECURE (JOIST TO TOP PLATE LVUWOIST WITH (1) "X" BRACE 0 CENTER TO BLK W/ 10 DIA. _
<br />w/ (2)12d TOENAILS SACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/T
<br />FROM CENTER TO END. WASHER SET IN HIGH
<br />MAX.,lx4BTM. CHORD BRACING O/C END WALE 0R OTHER STRENGTH EPDXY 8'
<br />DOUBLE TOP PLATE AXOR 214 BTM. CHORD BRARA CING END TYPE CONDITION, IF 2x WOOD FASCIA, MIN. EMBED. AT 37' OC N«
<br />10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN SEE ARCHITECTURAL
<br />COMMON NAILS AT EACH CHORD MAX.
<br />2x4 OR 2x6 WOOD BEARING INTERSECTION TYR PRE-ENG GABLE TRUSS SECURE GABLE TO
<br />WALL W/ SYP No 2 STUDS SEEP.T. PLATE W/ 12d's' 9
<br />STIFFBACK (AS PER O.C. MAX
<br />PLANS FOR SPACING. SINGLE BTM. CHORD BRACING TRUSS ENG) CONT. 2x4 SECURED W/
<br />BTM. PLATE TO BE PT.
<br />6 THCRM PROVIDE DBL TOP PLATE HTT4 W/ 5/6" A.B. WITH V SCALE: 3 4"=1'-0" (2) 10d's 0 EACH TRUSS
<br />PROVIDE BLOCKING MIN. 7" EMBEDMENT TO BE INSTALLED
<br />4500 3/4" WOOD PANELS [I TO SLAB 8 (18) 16d x 10'-0' O.C. MAX.
<br />6000 (2)1/7' WOOD PANELS 1/7GYP. WL. BD. 2-112' NAILS TO POST.,
<br />s0 (2)117WOODPANELS POST TO SIT DIRECTLY PERPENDICULAR TO I -JOIST
<br />90 2x LUMBER SEE SHEET S1.IA FOR ON SLAB —\ I�• (z) 2X12
<br />NAIL SIZE AND PATTERN \ _ . "."„ 1— SVP. P.T. 1
<br />'� R 24-MAX. W/ 21-.W "'^^ SEE SCHEDULE FOR
<br />FRONT LlolsT LIOIS7 �_< BOND BEAM RED.
<br />4< SEE FRAMING PLAN TYP TYP FRONT
<br />4<
<br />. END E i
<br />a , o e LEDGER y" �
<br />• e ! 4'e " •! �e 4. a BOARD ..
<br />4 L�
<br />f:> � g
<br />(2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT
<br />LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR
<br />r�I-JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/7'WASER85112' LEDGER (��P_RE-ENG'D
<br />LOCK WALL W/ GABLE END
<br />,,AI, CWITH IJOIST MIN. EMBED. (TYP) sCALE:-'=T-a' (NO UPLIFT) 5SCALE: 3/4=1-0TRUSS SCALE: 3/4"=l'-0•
<br />PARALLEL TO I -JOIST
<br />(z) zxe
<br />24" MAX. W/ 24" MAX. W/ 8" MAX. END SYP. P.T.
<br />SH G WOIST (JOIST SPACING FRONT
<br />SEE FRAMING PLAN �,P 4 LEDGER . .
<br />END OF w b
<br />LEDGER
<br />NOTCH DEPTH 1/4•0 d ° ° BOARD d .,.
<br />HOLE EDGE>5/8" RB SYP P.T. Wl3" IN. EMBED
<br />,?::y �= THE USE OF ALTERNATE MATERIALS MAY BE
<br />LEDGER BOARD TO W/ 3" MIN. EMBED REAR
<br />fPlFt
<br />HDIV. do LOOTBOTT PARK
<br />LOT #27
<br />BLK. #9
<br />OJECT*
<br />04181.000-27091
<br />MODEL•
<br />3EEB
<br />"2260-ELSTON"
<br />CARAGE 811MG:
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />(I -JOIST)
<br />HOLE DIAMETER USED SO LONG AS THEY CONFORM TO THE 160 MPH E C
<br /><2/5'D SGL STUD BE USED PARALLEL TYPICAL LEDGER
<br />OUTER 1130E TOI-JOIST FOLLOWING
<br />SPAN ONLY 1, ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT.
<br />EDGE >5/8" 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF N-a'. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
<br />frHOLEA - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4° WEDGE-BOLT/J-BOLT, 5"MIN. 3. ALL BOLTS TO HAVE WASHERS.A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
<br />EMBED (14)1Od GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTSRITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES
<br />EMBEDP(141 Odd GALV COMMON NAILS TO HEADERL/FL#17241 DGE-BOLT/J-BOLT, 5" MIN, 5. ONLY LEDGER INDIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. A THE ONE ROOF TRUSSES ARE SUBJECT TORENTLY. IT LATERAL LOADS DUETOO WIND AND REQNOTED FLOOR UIRE
<br />C-SIMPS24)%d ALL. 6 MMONO AILS TO HEADS AND(2)10&1DGESOLT/JSOL TO
<br />EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-12" GALV. NAILS TO JOIST
<br />FLOOR JOIST LEDGER SCHEDULE
<br />THE CONNECTIONS
<br />UPLIIFT,Fl,EQUIVALENT DF V
<br />E SUBJECSTONOT
<br />A SIMPSON H10A OR LG 2AROOF TRUSSES ARTWIST
<br />FL#17241
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />NN. ElD DISTANCE
<br />CBRRAL SPACING
<br />BTM.
<br />HOLE DIAMETER
<br />D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-80LT, 5"
<br />SUBJECT TO Fl AND F2 FORCES.
<br />PLATE
<br /><3/5`D DBL. STUD
<br />MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST
<br />FL#25749
<br />A.
<br />A
<br />DOUBLE SYP 2x8
<br />1/4"
<br />1 8"
<br />24" O/C MAX.
<br />B
<br />DOUBLE SYP 202
<br />(2) 3/4"
<br />1 8"
<br />24" O/C MAX.
<br />E • SIMPSON MIU4.75l16 G < 3g55 LBS, U <210 LBS W! (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN.
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />A7 SCALE: 1112'=1'-0'
<br />FL#17241
<br />WOOD LEDGER
<br />ATTACHMENT DETAIL
<br />9 SCALE: 3/4"=l'-0"
<br />A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6•' TAPCONS W/ MINIMUM 3' EMBEDMENT.
<br />8. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-BOLTRITEN BOLTS
<br />W/ 5-1/2" MINIMUM EMBEDMENT
<br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS
<br />��WOOD LEDGER DETAIL (I -JOIST)
<br />I1J SCALE: 3l4"=1'-0'
<br />ALTERNATE MATERIALS
<br />11 SCALE: 3/4"=1'-0"
<br />a��; 05/25/21
<br />ISCAL.E:1/4"=V-0"
<br />°1
<br />Q 1
<br />S C�� V e IA
<br />
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