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CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-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. Cg 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 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 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE 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) #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"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 PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER APUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE �� PLAN 411 PORCH SLAB SEEM FOUNDATION PLAN LJ EXTEND SLAB 1 1/2" T (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" iv Z DE T 2 ENTRY PORCH SILL 14 SCALE: N.T.S. 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 COURSES w/ TOP K.O. COURSE W/ (1) #5 CONT. FILLED CELL REQ'D @ MID SPAN MAX 6'-8" MAX 3 --_-_-- COURSE �T--- — 1 it ;---- 1 I 11 j 1 1 1 1 1 1 1 1 Ak SLAB LEVEL WOOD OR MASONRY TOP COURSE TO ABOVE MASONRY BE CHAIR BLOCKS. PIER SEE FLOOR ENTIRE BASE TO PLAN FOR COLUMN BE FILLED SOLID INFO CMU BASE W/ (1) #5 j j SEE ELEV. FOR VERTICAL EACH BLK HGT. CORNER FILLED 1 1 SOLID. SEE ELEV. #5 REBAR CONT. FOR BASE SIZE @ SLAB LEVEL (3) #5's EA. WAY j 1 EXTEND SLAB 1 1 1/2" BEYOND `,_°_ _ _4E_ 1 BLOCK FACE EXTEND SLAB 1 1/2" PORCH SLAB SEE FOUNDATION PLAN GRADE (2) #5's CONT. T&B w/ �, z CONTRACTOR TO INSTALL -� SEE CUT #3 STIRRUPS AT 4'-0" T MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLrjp's� SCALE: N.T.S. A -A ALTERNATE BLOCKING SIMPSON LSTA18 w/(12)10dNAILS CENTERED AT ----------� SIMPSONHUC410w/(14)----------� I I (1 SEE PLAN FOR CANT. SPLIT TO TIE 1 16d INTO HEADER & 1 1 1 DETAIL @ INTERIOR BEARING 3 BEAMS TOGETHER I I I 10d INTO BEAM - SEE I ROOF PLAN FOR MORE I 1 I I I I I I I INFO SCALE: N.T.S. I I I I I i WOOD TRUSS SEE FLOOR PLAN FOR 1 A PROVIDE BLOCKING AT ALL TRUSS BEARING SEE FLOOR PLAN I 1 COLUMN SIZE & BASE CONNECTION INFO I I I I I 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COLUMN SIZE I L--- — — I —J 1 L--- 1 I J ___ ___ INDICATED ON BM. STANDARD HEEL HEIGHT SCALE: N.T.S. &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN OR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED N BM. OPTION B CONNECTION INFO OPTION C /P SCHEDULE71T/'_EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE ! N z 1'-4" PORCH SILL 15 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/ (1) #5 EACH STEP a W 4„ PORCH SLAB SEE n. N FOUNDATION PLAN w cwn M z LU (2) #5's CONT. T&B W/ #3 STIRRUPS AT iv z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 1'4' SEE PLAN . L LARGE STEP DOWN 1� 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) CORNERSEEFOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. BM. SPLICE OVER CL CENTER OF POST MIDDLE 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. WALL � 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 g SCALE: 1/2" = V-0" COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. TRUSS/ P WALL EE PLAN Y2" CDX PLYWOOD OR pis' O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS V / 8d NAILS 4" O.C. IN ABOVE W @ FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP a.. GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. N z 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2° TITEN HD 2„ ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT A ° MAIN HOUSE a .! 4 ...; SLAB ° A, ..I (2) #5's CONT. T&B W/ #3 STIRRUPS AT a. 4 e 4' 4'-0" WHEN DEPTH .0 ° EXCEEDS 30" 6 o.' A GARAGE MONO/ 21 era O N C' a a r1 c. Y Iw !C S1 N s° a N ♦Q Cr L to .ry C-4 _-- N C5 tD a= a: ; .. cc G cm co a > _A a W -M E C' a ` 0 M N O N "D 0 a 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 structural engineering portions of the drawing pages bearing Engineers signature and seal. In W E a O Co O 0•U7LL uj a a Q MU. aYr/�z J Z W M 11 m IAm 0 r J g W in r,rn w usz Ln MZy N Z U ❑❑❑ W z z Q — n- - N 2-1 �Q) 0 4--J uj f6 W O g N Uj oil T n U 0 Q C4 S 9 z Z C") c+m ti _ Ll- Ea Z O T N �N p V a �e W r H F� 00 z20 o E do & � � Y �0 zdtz � J � � � w 8 3U W S wa �1 a N'U �L M V ww LI a= 0 �L it m 0 ^` L T N N C 8 Q' ca o O CO U_ M O m 04 Ln N a;41`- E T Z zE r w c' tl a U _j o JOB NO: 23-03653 SCALE: AS NOTED SHEET NO. a1