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CROSS BRACING DETAIL (TYP.)r1 SCALE: N.T.S. TRUSS NOTES: CONY. 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 w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 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 20'-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. pg 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) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) VX 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'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z O Q w J W w w U) WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN --------.- =-- *- �Fl% 411 PORCH SLAB SEE FOUNDATION PLAN HIP G.T • EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" RADE N T 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY i INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOORI Z MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO 1 _ 1 1 I MASONRY KNEE WALL MAX 3 = 1 ' 1 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 I 1 W/ (1) #5 CON T . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED I 1 MAX 3 SOLID. SEE ELEV. j COURSE FOR BASE SIZE (3) #5's EA. WAY 1 1 ---=-- x---------. 1 . 'a u. 8 SLAB PORCH SLAB SEE Ak LEVEL FOUNDATION PLAN (2) #5's CONT T&B w/ _' z CONTRACTOR TO INSTALL SEE CUT MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" r ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" V-4-1 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" w/(12)10dNAILS-----------1-------- 15tt FLAN A -A ALTERNATE BLOCKING SIMPSON HADER&(6) 1 CENTERED AT I I I I I FOR CANT. DETAIL @ INTERIOR BEARING SPLIT TO TIE 16d INTO HEADER & (6) 10d INTO BEAM - SEE 3 BEAMS TOGETHER I I I I I I I ROOF PLAN FOR MORE I I I I INFO SCALE: N.T.S. I I I I I I WOOD TRUSS I SEE FLOOR PLAN FOR I A PROVIDE BLOCKING AT ALL TRUSS BEARING I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SUPPORT WHERE TRUSS DEPTH EXCEEDS SEE FLOOR PLAN I I CONNECTION INFO I I I REQ'D ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL FOR COLUMN SIZE L--- J INDICATED ON BM. SCALE: N.T.S. STANDARD HEEL HEIGHT &ADDITIONAL INFO. — — — L _ _ _ _ _ _ _ J L _ _ _ _ — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PL.ANM OPTION B CONNECTION INFO OPTION C. _ft/___EXTERIORSHEATHING COMMON BM. TO POST ATTACHMENT PORCH SLAB SEE FOUNDATION PLAN 1 '4e I EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE 04 l� PORCH SILL r15 SCALE: N.T.S. SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED &POURED �� W! 2(1) #5 EACH STEP * 0- w 4" z C PORCH SLAB SEE 0- N FOUNDATION PLAN iw U) Z W/ #3 STIRRUPS AT �I z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 114„ SEE PLAN LARGE STEP DOWN rj7 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ATTACHED PER NAILING SCHEDULE CONTRACTOR TO INSTALL SEE CUT MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" r ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" V-4-1 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" w/(12)10dNAILS-----------1-------- 15tt FLAN A -A ALTERNATE BLOCKING SIMPSON HADER&(6) 1 CENTERED AT I I I I I FOR CANT. DETAIL @ INTERIOR BEARING SPLIT TO TIE 16d INTO HEADER & (6) 10d INTO BEAM - SEE 3 BEAMS TOGETHER I I I I I I I ROOF PLAN FOR MORE I I I I INFO SCALE: N.T.S. I I I I I I WOOD TRUSS I SEE FLOOR PLAN FOR I A PROVIDE BLOCKING AT ALL TRUSS BEARING I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SUPPORT WHERE TRUSS DEPTH EXCEEDS SEE FLOOR PLAN I I CONNECTION INFO I I I REQ'D ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL FOR COLUMN SIZE L--- J INDICATED ON BM. SCALE: N.T.S. STANDARD HEEL HEIGHT &ADDITIONAL INFO. — — — L _ _ _ _ _ _ _ J L _ _ _ _ — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PL.ANM OPTION B CONNECTION INFO OPTION C. _ft/___EXTERIORSHEATHING COMMON BM. TO POST ATTACHMENT PORCH SLAB SEE FOUNDATION PLAN 1 '4e I EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE 04 l� PORCH SILL r15 SCALE: N.T.S. SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED &POURED �� W! 2(1) #5 EACH STEP * 0- w 4" z C PORCH SLAB SEE 0- N FOUNDATION PLAN iw U) Z W/ #3 STIRRUPS AT �I z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 114„ SEE PLAN LARGE STEP DOWN rj7 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ATTACHED PER NAILING SCHEDULE " 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. - -- 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. 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 F_� A SEE PLAN FOR WAM VV I I I I _J SEE PLAN FOR CANT. IF INDICATED CORNER- SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLr7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 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 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d 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 Y/s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES . • . lip v a MIDDLE GARAGE OR LOWER SLAB SEE PLAN _d. d. T C� L COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. J MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS � 2x4 #2 SPF STUDS @ �y-1- 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR J-BOLT OR YZ TITEN HD 2, ANCHOR @ 24" O.C. W/ 4 MIN, 6 EMBEDMENT ° 4. . I . a d °. ° O . Q MAIN HOUSE ° ° SLAB d A ° (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT ; 4'-0" WHEN DEPTH e e . EXCEEDS 30" s ,' ° a. e A 8. 1'41 SECTION GARAGE MONO 21 SCALE: N.T.S. �s J > W t� cQ. N o C :,9 _mx H eo o Q •t N � °; w r c c aa�=a 3: cc 4 A m m .a o •— ca w = d to G a o O� OF FLdI 1/lltl)lilEti��, To the best of the Engineer's 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 structural engineering portions of the drawing pages bearing Engineer's signature and seal. EQ 50, v 4 6 "M O J LL lL W �N01 U. a a J Lo a u_ a Y rj 0 _= rAS R90 ca m j , M Z U a o ❑oo Z W U0 z ry o Q Ln - N zC1c� W W V � 0 11 w s �N � c '® LLu j c �0 Q Y coco S� ocl� Jz W M Q Q LL_NO c p o2 I— IVY QO Z E Ra°� d <o wZ L' L W co r_ p0 z M O< QW m J oi� Gw 5 a ° �z 8 os go W aLL az T y (! W rn y R.0 1, °LL Z3 J J= 0 o w� �_ v il�dTyT0 3 O > Ln O N O Co1'— �1 /T M T N °° = Ltd 75 � O 3: N M O Ln r QM T 6 2�1 M coo M 7 O N LO Z Z E T N c C o w a 0 a o JOB NO: 23-06104 SCALE: AS NOTED SHEET NO. D1