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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT 1Od TSIMPON • "ROOF/WALLIFLOOR HTSM20 AND (4) 1 tl ' x B{2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #22' x 4", TRUSS AND (4) 1!4" x 21/4" SHEATHING (12) 16d x 1 }' NAILS TO TRUSS FASTENER SCHEDULE" (9) tOtl x 1 }'NAILS TO 8', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" WI 10d NAILS, 2 ROWS, 3" GONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE. A PT SYP #2 2' x 4% CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/1010d TO 1441ORLANDO, FL 3 7555• OBLVD. WITH (12) 16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2114" PH: 407 7746078 ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL FAX: 407-774-0078 SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) "x 5"TITEN HD TO CMU AND (12) SIDS Wwwabdesigngroup.com 2x SECURED W/ (3) 16d }" x 2 }'TO GIRDER AA #: 0003325 GALV. COMMON NAILS- ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, tx2 2x WOOD FASCIA (2)}" x 5"TITEN HD TO CMU AND (18) SIDS}" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3•' TO GIRDER DRAFTING BY: 12' O/C FOR REVIEW 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH A.B. DESIGN GROUP AND APPROVAL GALV. COMMON NAILS. (2) k•. x STITEN HD TO CMU AND (18) SDS k x 3" DRAFTING INC. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 5439 BEAUMONT CENTER BLVD. GALV. COMMON NAILS B�'M ENSURE THAT CELLS ARE GROUTED SURE 1004 MASONRY BOND BEAM 12' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS TAMPA, FLORIDA 33834 SEE SCHEDULE PH: 813886-2628 A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LES (1 PLY) A ALLOWABLE UPLIFT = 3285 LES (2 OR 3 PLY) TITEN 2 ANCHORS MIN. FAX: 8134386-2802 B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2' COVER 8 2' APART C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LES (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) SCALE: 3/4"=1-0 2� �R 2C TYPICAL ROOF J GIRDER CONNECTOR(S) 4 (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4-U'O.C. (AT SHEATHING W/ 10dx112 HOG NAILS 0•4" TO 30'-0" (1) "X" BRACE SEAMS) PER ELEVATION @ EACH END- TOTAL OF 10 30'-l" TO 60'-0 (3) "X" BRACE Ll (1)'X' BRACE @ CENTER SECURE l 1 PT. PLATE FLOOR B'-O" MAX (W/1X4) TO BILK W/ BOLT DA GIRDER FROM CENTER OID ND EQUALLY ANCHOR BOLT W/IG OR 1a-a' MAX (wrzxa) WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32' OC PER ELEVATION MAX • lx4 DIAGONAL SECURE GABLE TO 2x8 PRE-ENG GABLE TRUSS PRE-ENG FLOOR TRUSS BTM. CHORD P.T. PLATE WJ 12tl's e" BRACING, SEE O.C. MAX STIFFBACK (AS PER 5B'• GYPSUM BOARD OR 1/2' HIGH PLAN FOR LOCATION TRUSS ENG) STRENGTH CLG. BOARD o U a MAY NOT BE CONT. 2x4 SECURED W/ iv a REQUIRED (2)10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) TO BE 16tl TOENAILS 10'-0" O.C. MAX. BTM. CHORD OF DOUBLE TOP PLATE HTT4 W/ 5/8" AB. WITH WOOD ROOF TRUSSES CHEDULE FOR MIN. T' EMBEDMENT O ;� TO SLAB 8 (18)16d x 2x4 OR 2x6 WOOD BEARING 2-1/2' NAILS TO POST.,AV — SE BSOND BEAM REQ x WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB • BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE • i! PROVIDE BLOCKING 1.4 BTM. CHORD BRACING 6-U'O/C END WALL OR OTHER 12" GYP. WL BD. - MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN d • * •". •-'� COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION TYP. 6 BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE: =10 8SILVERADO� a, SCALE: 3/4"=1'-0' GIRDER/WOOD POST CONNECTIONS # 5 60ALE 34=,'-0 LOT it BLK# 16 PROJECT# FLOOR TRUSS CONNECTION @ L.B.W. >I�(o719. -1 2 14 NOTE: 5' EDGE CENTRAL 2795-CAMDEN" SCALE: 314"=,•-0' (NO UPLIFT) A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM SPACING SPACING w- W - -NOTCH DEPTH 1/4•D HOLE EDGE >5/8' HOLE DIAMETER 2/5•D SGL. STUD OUTER 113 OF SPAN ONLY LEDGER TOTRUSS. U�1310 y,I(ItEmm `7 `7 SEE SEE ss oR T GARAGE B�IIKG: /-*;;v HEDULF SCHEDULE SEE FRAMING PLAN LEFT PAGE: . DETAILS SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W THE USE OF ALTERNATE MATERIALS MAY BE 5 1/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE USED SO LONG AS THEY CONFORM TO THE PLACED INTO GROUTED CELLS, 8'ALL AROUND BOLT. FOLLOWING 1 P B - Z 2. END OF FRONT AND REAR LEDGER SHOULD °D g LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES A OLE EDGE>5/8'• °D CLOSER THAN 8' O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE - 1 EMBED (22) t6d GALV. COMMON NAILS AND (8) t6d GALV. COMMON NAILS. DIA. x 3•• MASONRY SCREWS MAY BE USED, B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5' MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO �/ • •)/ •� EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. -• C_ SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D -SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3tf- SIMPSON TITEN BOLT/J-BOLT, 5' BTM. HOLE DIAMETER MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. PLATE <3/5•D DBL. STUD E - SIMPSON HGUS2&3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL STUD NOTCHING LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDGE&VZING CENIRM.SPACRN9 A DOUBLE 2x8 12'• 8' O/C 15' O/C B DOUBLE 2x8 34, 8' O/C 24" O/C C DOUBLE 2x10 12'• 8" O/C 18' O/C D DOUBLE 200 3/4•' 8" O/C 24" O/C E DOUBLE -10 3/4" 6" O/C 18' O/C F DOUBLE 2,12 6., O/C 12' O/C A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 •: FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE •o SUBJECT TO F1 AND F2 FORCES. 3 jfq f • apt ROLArD A AR No D 05/13/21 -'�ALTERNATE MATERIALS SCALE: 1/4"=1'-O" �1 SCALE: 3/4"=1'-0" AND BORING LIMITS WOOD LEDGER DETAIL BST O O SCALE: 3/4"=1'-0" S 3. i 1LL `1 A C) SCALE: 1 12"=1'-0" .FJ1