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IF wmmmmjj� m,vqr"Fm,F 7pia- r IL ------------------------------ CROSS BRACING DETAIL (TYP.)/O" S(' A[- E: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED IT LANDS NEXT TO BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE W/ MIN. (4) 12d WHEN 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. DB 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 7-0" 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 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 CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP - ------ \ A -----Z-WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN C_ _x V-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ WHEN DEPTH #3 STIRRUPS AT 4'-0" EXCEEDS 30" r_1 0 A n P N PORCH SILL SCALE: N.T.S. DIAGONAL AT 8'-Ot' MAX 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'-O"O.C. MAX. W/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY 2X4 CONT. AT--/ T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 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 2,'- CL I III I I'_ U) 4" z :5 :;T PORCH SLAB SEE- IL FOUNDATION PLAN W L U) _.z LU Nf (2) #5's CONT. T&B ato- W/ #3 STIRRUPS AT CN 4'-0" WHEN DEPTH - -0 o 2 ------------- — EXCEEDS 30" -LOWER OR j _ GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWNK*'1_7� SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NA AT BASE SEE J/S6 FOR ILS MORE INFO. ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A E '"'u N SHI PROVIDE 2X4 MIN. BLOCKING AT Ck 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 PUSSES HIP SIDE OR BOTH IF REQ'D) Irl zi N-c-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 __,,�TTSEE P LAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ 411 #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SEE 100, 7 C14 FOUNDATION PLAN EXCEEDS 30" ENTRY PORCH SILL 2 SCALE: N.T.S. WOOD OR MASONRY ABOVE �j MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY += INTEGRATE MASONRY ABOVE MASONR Y KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO i I MASONRY KNEE WALL MAX 3 III COURSES W/ TOP K.O. COURSE CMU BASE W/ (1) #5 I W/ (1) #5 CONT. FILLED CELL VERTICAL EACH z REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 0 I MAX 3 SOLID. SEE ELEV. L COURSE F OR BASE SIZE W r r r (3) #5's EA. WA _j W -- W W U) X-A L-_*- --X-� 8" 8" SLAB PORCH SLAB SEE Ak \�FLEVEL FOUN DATION PLAN V SEE CUT (2) #5's CONT. T&B w/ 2 C14 CONTRACTOR TO INSTALL SECTION FOR #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE MORE INFO _j WHEN DEPTH ALONG W/ PITCHING SLAB EXCEEDS 30" 114" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL K-16 SCALE: N.T.S. 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 BLOGK FACE EXTEND SLAB 1 1/2" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE Af\ VARIES W/ 2XEP "4V ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM EXTERIOR. WALL SHEAR TRANSFER r7 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 W/ (8) 1 Od NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 W/ (8) 16d AND J/S16 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" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO, SIMPSON LSTA18 - - - - kSEE PLAN W/ (12) 1 Od NAILS CENTERED AT SIMPSON HUC410w/(14) - - - - - - - -- FOR CANT 16d INTO HEADER & (6) f SPLIT TO TIE RUSSY 10d INTO BEAM - SEE BEAMS TOGETHER ROOF PLAN FOR MORE OP W� INFO \-FSEE PLA JFJ SEE FLOOR PLAN FOR Y2" CDX PLYWOOD OR 3/16" O.S.B. 1A 11 MIN. (2) 2x8 #2 SYP COLUMN SIZE& BASE SHEATHING REQ'D FROM BOTTOM L-7/16" OSB FLITCH PLATE HEADER. SEE Q/S4 FOR SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING FOR COLUMN SIZE INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN REQ'D CONNECTIONS L_ I L & ADDITIONAL INFO. SCHEDULE/PLAN FIELD, EDGES & BOUNDARIES '�TC HEA Ri 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE& BASE 2X4 #2 SPF STUDS @ INDICATED ON BM. CONNECTION INFO 12" O.C. W/ USP SPT22 OPTION A SCHEDULE/PLAN OPTION B OPTION C 7v @ BASE & SPT24 @ TOP EXTERIOR SHEATHING . TO PO T ATTACHMENT rA ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 10d NAILS OR SIMPSON MTS12w/ _-N (14) 10d TO FLOOR GIRDER x 1 1/2" NAILS BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION K*"22� SCALE: N.T.S. W/ (14) SIMPSON (2) HTS20 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR T P_5F_rAM 1q__1 i .. I I _j SEE PLAN FOR CANT. IF INDICATED 0 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 511 IK"I COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 1 SIMPSON (2) HTS20 W/ (14) 10d NAILS TYP. U.N.O. BM. SPLICE OVER CENTER OF POST q_./� MIDDLE SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. 2X4 #2 SYP P.T. PLATE W/ %" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W1 MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" V-411 GARAGE MONO/" 21 cri C%j C= C" C= '=j cc Cj -Z 9! cc I:= -= S: 2 M=.S! Cc jo Go, CL.= z ..FLO' ....... To it* 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 16- CS 4 -, ag a -, 61.11. 0 :1- - - � vs'� "'C"I NO s L-L W U_ - a. Lu 103 z -6;; 2 22, z 0 - �0 m M 04 0 2 W m 3 " 0 u') z IL LL (3 N z 00 in Q) 4-J 0 L.0 V) c::: it Ln =;, -5 U3 U LU 0 co 2- < , co cl'� cl� 0 Z' z c6 E z 0� �i 0 Cc3' E 0 . 0 6-o 0 r z z co -C '0 z .8 z z 8 mW z :5 00 W .,F 6j . . 0 � Z !- � a 0 C-13 N ICD .010 :� L6 0 CIO L0 < Cc 0 (n - !'�: LO ca *.j C) LO 3� m N 04 LO LO 0 < E m 4� CV) i6 LO z E E 0 0 _j _j JOB NO: 23-06105 SCALE: AS NOTED SHEEr NO. D1 I