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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALLrFLOOR DRAWINGS FOR REVIEW SHEATHING A41) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON (9) 10d x 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/1010d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #22" x 4", TRUSS AND (4) 1/4" x 2114" SHEATHING TITEN 2 ANCHORS TO (12) 16d x 1 �' NAILS TO TRUSS FASTENER SCHEDULE" (9) 1Dd x 1 �" NAILS TO 6", 8" x 4'-0" MAY BE ADDED t DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{ I SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #22" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 *' NAILS TO GIRDER AND 6'. 8" x 4'-U'MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 7N.D REAGAN BLVD. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' CONNECTOR BLOCK WALL W/1010d TO D, FL 32750 WITH(12) 16dx3}'NAILSTO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4"x 2114' 7746078 ADDITIONAL PLY MAX. TO A{tSIMPSON LGT3SDS2.5 GIRDER TIEDOWNTITEN 2 ANCHORS TO CONTINUOUS BOND BEAM -774.4078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL gngrodp.Com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J'x 5" TITEN HD TO CMU AND (12) SDS�'x 2 �'TO GIRDER003325 2x SECURED WI (3) t6d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD ix2 SECURED W/ 10d TRUSSES 0 24" O/C, ix2, 2x WOOD FASCIA (2) �' x 5" TITEN HD TO CMU AND (18) SDS *' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 12" O/C FOR REVIEW SEE ARCHITECTURAL 2x SECURED W/ N 16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) �" x 5"TITEN HD TO CMU AND (18) SDS }" x 3' 11Q SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER & 2' APART B ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a "lb1c GIRDER CONNECTOR(S) SCALES/4'=T 2a 2b 2c TYPICAL ROOF SCALE 34'=1'-0' SCALE 314"=1'-0' GIRDER CONNECTOR(S) E-0" MAX (WHX4) OR 10-0" MAX (W2X4) 3/4" T & G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE 1x4 DIAGONAL BTM. CHORD m BRACING, SEE PLAN FOR LOCATION "Vi I l -- MAY NOT BE � g yr� if F P R ELEVATION PRE-ENG IJDIST LSTA1220 GAUGE W/ 10dx12 HDG COMMON NAILS. EACH END TOTAL OF 10 � 4500 6000 90 90 lA00t8LOCl( IIgOB! 3/4" WOOD PANELS (2) 12" WOOD PANELS (2) 12" WOOD PANELS 2x LUMBER WOOD ROOF OF TRUSSES 2x4 BLOCKING BETWEEN BRACE W/ 3 1 d @ EA. TRUSS(DIAG. BRACE TO TRUSSES COVER 5 TRUSSES) q-0"' 0.CN AT SHEATH NG T W 4 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD = I I0'-0" 70 60'- (1) "X" BRACE 30'-1" TO 60'A (3)"X"BRACE SECURE MOIST TO TOP PLATE LVL/IJOIST WITH (1) "X" BRACE 0 CENTER SO BLK W/ 1/L" DIA. ECURE 2x PT. P TE w/ C 12d TOENAILS BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER DOUBLE TOP PLATE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, STRENGTH EPDXY 6' ; i% 10'-0" O/C MAXSECURED W/(2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN. EMBED. AT 32" OC COMMON NAILS AT EACH CHORD MAX. 2x4 OR 2x6 WOOD BEARING INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE GABLE TO 218 WALL W/ SYP No 2 STUDS SEE P.T. PLATE W/ 1d's 8" PLANS FOR SPACING. SINGLE STIFFBACK (AS PER O.C. MAX BTM. PLATE TO BE PT. C BTM. CHORD BRACING TRUSSENG) CONT. 2x4 SECURED W/ 61L10t8WCl( PROVIDE DBL TOP PLATE V 83�i 111CIVEM 4500 3/4" WOOD PANELS 6000 (2) 12' WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER s ArBOaT pl' PARK LOT #12 BLK #9 PROJmcTfy 04181.000-12091 HonExs 4EHB "2605—HAYDEN" GARAGE BlrMG: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH <2/5•0 SGL. STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 113OF TO I -JOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, B" ALL AROUND BOLT. InATE HOLE EDGE >5/8" 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4-0", 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A - 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 EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" 0/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ( 1 EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE HTT4 W/ 5/8" A.B. WITH SCALE: 3/4"=1'-0' (2) 10d s (P EACH TRUSS PROVIDE BLOCKING MIN. 7'EMBEDMENT TO0" O.C. MAX. INSTALLED 10- 70 SLAB 8 (18) tfid x 1/Z'GYP. WLBD. TTO SIT DIRECTLY NAILS7POST_ PERPENDICULAR TO I -JOIST SEE SHEET S1.1A FOR POST NAIL SIZE AND PATTERN ON SLAB (2) 2X12 2C MAX. W/ 24" MAX. W/ S" MAX. END SYP. P.T. SEE SCHEDULE FOR OF SHEATHING -JOIST IJ0157 SPACING FRONT 4• SEE FRAMING PLAN TYP. TYP. LEDGER n BOND BEAM RED. ;• r : 4 END OF i .aJe.• �f.. ..e..e'• ., 4: '.. � o e LEDGER mz e BOARD a 4 b� (212X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR I -JOIST CONNECTION L.B.W. LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/ ."EMBE WASHER LEDGER LOCK WALL W/ GABLE END 4 SCALE: 3/4'=T-0' cJ SCALE: 3/4"=1'-0' WITH 015T MIN. EMBED. (TYP) &_pP_R_E-ENG'D SCALE: 3/4"=1'-0' (NO UPLIFT) TRUSS PARALLEL TO I -JOIST (2)2X6 T 24" MAX. W/ 24" MAX. W/ S' MAX. END SYP. P.T. SPACING FRONT Zx O H H _ I-JY I -JOIST SEE FRAMING PLAN TYP. TYP. LEDGER END OF w LEDGER w £' z NOTCH DEPTH 1/4'D d e e BOARD °w O 2X8SYP P.T . 1/4"X6"TAPCON r' �= THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE >5/8" T OLE DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED REAR C - SIMPSON MIU3.56/16 G <2900 LBS , U <210 LBS W/ (4) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED(24)16d GALV. COMMON NAILS TO HEADER AND(2)10dxl-12" GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSESARE SUBJECT TO UPLIFT, FI, AND F2 1 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE I�LMOW MCE CB!RINI.VACNB BTM. HOLE DIAMETER D - SIMPSON HHUS7,25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" SUBJECT TO Fl AND F2 FORCES. PLATE <3/5•D DBL. STUD MIN. EMBED (16) l6d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 A, A DOUBLE SYP 218 1 1/4" 8" 24" O/C MAX. B DOUBNO LE SYP 2x12 (2) 3/4" 8" 24" O/C MAX. E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. FL#17241 A. FASTENERS FOR PARALLEL LEDGER SHALL BE 114" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. A B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/x 10" EXP. BOLT/J-BOLT/TITEN BOLTS 4"M 06/14/21 W/ 5-12" MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS BcAZE:1/4"=f-0" AND BORING LIMITS ATTACHMENT DETAIL WOOD LEDGER DETAIL I -JOIST ,�4�TERNATE MATERIALS BHEET 8 SCALE:112=1'-0" 9 SCALE:3/4AIL 10 ( 1 C 3• IA SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' (`J L 1