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r 4_ 5- 14 )4 CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MIN. (4) 12d WHEN IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0 O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS EACH IN PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP 2X4 BLOCKING I MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A 4 . ----/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" X-7 --y— % % (2) #5's CONT. T&B w/ 4' #3 STIRRUPS AT 4'-0" DEPTH EXCEEDS 30" - GRADE = z C14 PORCH SILL SCALE: N.T.S. DIAGONAL AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A W/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2-4-O.C. MAX. W/ (3) 1 Od COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: N.T.S. r3 PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG, WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 27 LU 4" Z U) <= PORCH SLAB SE C\j FOUNDATION PLAN LLI LU U) -Z W Nr (2) #5's CONT. T&B LU I z W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH z -LOWER OR EXCEEDS 30" GARAGE SLAB SEE PLAN V-4" AL LARGE STEP DOWNK__1�7 SCALE: N.T.S. 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. ,,�ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A N SHI PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER IP SIDE OR BOTH IF REQ'D T H G (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 10d NAILS OR SIMPSON MTS12 W/ (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. -1 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION FLOOR CONNECTION r2 2 SCALE: N.T.S. SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION _TPSEE LAN XTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SEE 7 EXCEEDS 30" FOUNDATION PLAN GRADE C-4 z 1'4" ENTRY PORCH SILL SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO 1 0 COURSES W/ TOP K.O. COURSE CMU BASE W/ (1) #5 z 0 Uj U) !1k WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO INTEGRATE MASONRY KNEEWALL INTO CMU BASE OR MAIN HOUSE PER ELEVATION IF REQUIRED MASONRY KNEE WALL MAX 3 W/ (1) #5 CONT REQ'D @ MID r I T . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED SOLID. SEE ELEV. /,- Ak MAX 3 FOR BASE SIZE '�FCOURSE (3) #5's EA. WAY---\ �- I x- - -X-, - - - - - -- 7_7 - LN 18" % PORCH SLAB S Ak SLAB FOUNDATION PLAN----' LEVEL (2) #5's CONT T&B w/ LA . SEE CUT CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" SECTION FOR MIN 3" x 3" WEEP HOLE WHEN DEPTH MORE INFO ALONG W/ PITCHING SLAB EXCEEDS 30" 1'4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN — ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1 Od NAILS CENTERED AT SPLITTOTIE BEAMS TOGETHER TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HG -#5 REBAR CONT @ SLAB LEVEL -EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" L.SEE PLAN L. ------------ SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 1 FOR CANTI 10d INTO BEAM - SEE I ROOF PLAN FOR MORE I INFO I I SEE FLOOR PLAN FOR L-7/16" OSB FLITCH PLATE F COLUMN SIZE& BASE I SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. L SCHEDULE/PLAN ____--7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT KA R SE SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR Ng�� TOP OF BEAM '�q� I` vai SEE PLAN FOR CANT. IF INDICATED 0. 01 CORNER SEE FOUNDATION , Lt— PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT 4 0 ill a 11104 SCALE: N.T.S. MIDDLE BM SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF �_LOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE: N.T.S. 2x4 #2 SYP NAILER, NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 W1 (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 W/ (8) 16d SEE FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" 1'0" Y2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN A 4, A 04 COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. -----7RUSS/ AqFOP WAL '-,WSEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ %" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2"� 1 ANCHOR @ 24" O.C. W/ 11 A MIN. 6" EMBEDMENT A 4A 4. 4 _x_ X A MAIN HOUSE A SLAB . ... : 7 d4 4� A.. (2) #5's CONT. T&B .4 W/ #3 STIRRUPS AT A 4'41 WHEN DEPTH 4 4 EXCEEDS 30" 9. 1'4" SECTION GARAGE MON SCALE: N.T.S. C* 00 C %*41 C5 Uj :5 C= co C_� cl-� - t� . ;"= - cc =' W -0 C,4 W CZ < 2 C14- �g -2, di C" ER E �v N _j NQ FE-ScS\C)"� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the tructural engineering portions of the drawing pages bearing Engsineers signature and seal, U) W E 4 Cc, q 5 0 5 Cn V) 61,10 § "I .,` w _j L-L L I t uj CIL cc Cn 53: 9 0 W 0 O�r W C6 C-4 < co < 0 3 X 0 < L) z 0 U) W (D = co 83 < CD Q) 4--� c,,�, LU 0 V) V) W U) 0 r__ CD 0! CID C13 0 z --1 U_ c6 E �' 1. M, x Z6 <� 4 0 E u Z@ CU C1 c.) x 2 <' 00 z -) E CN o < �z - z -.w 00 CO C - a 0 1, 0� z en W Cn (n 5 I 0 zz �O z W C) CZ) 0 CZ> 0- 0 C) > 0 co cc C) < M C) n U) .2 +_j L0 �%_olo +_j 0 co C\I CN CN C) L0 r- (N Q) E CD 0 M z C =3 E E _0 i6 '�-; 0 0 'a M 0 0 1 C a) _j JOB NO: 22-09404 SCALE: AS NOTED SHEEF NO. D 1 Its-, zz