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fill, III 11!, 111 11 ?:I!� J] LL1 C> Cq Q �2 r- C=) 9 ED 0 =3 CI Cn 9 E Cf) E < W 0 C14 00 45 En 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 w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS 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 BRACES AT 20'-0" SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL 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,:�' I 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 TB , . PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP BETWEEN EA. TRUSS MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----/-WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" 4 (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" , I GRADE F_�� 7 i—= to- 1 1 Sk 1'4' PORCH SILL 15 I SCALE: N.T.S. DIAGONAL AT 8f-01' MAX WOOD TRUSS #2 SPF 48" O.C. W/ (4) VERTICAL SCAB 2 x 6 1 Od TOP & BOTTOM OR SIMPSON H2.5Aw/ (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 4 FT @ 2'-0" 0. C. MAX. W/ (3) 1 Od COMMON TOENAILS TO BEAM 2X4 CONT. AT--/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A A LTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE PLAN FOR SEE FLOOR PLAN FOR BRG. OR REQ'D STAIR INFO. IF CONCRETE STAIRS NON-BRG. WALL FORMED & POURED W/ (1) #5 EACH STEP 2? L-- � I __ IL * . I III II 4 z U) PORCH SLAB SEE- FOUNDATION PLAN Uj Uj U) LLJ TR3r (2) #5's CON T. T& B 7 . 7— W/ #3 STI RRU PS AT i 4 z 4'-0" WHEN DEPTH EXCEEDS 301, -LOWER OR GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWNK'17� SCALE: N.T.S. 2X4 STUDS W/ SIMPSON SP1 W/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ROOF SEE SHEATHING PLAN 2X4 BL OCKING BETWEEN TRUSSES SECT. A -A 1 E AN SHI PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W1 (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 JACK MAX 24" SPAN (EITHER TRUSSES HIP G.T Ar 21 1 SIDE OR BOTH IF REQ'D) (2) 12 D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR __TSEE PLAN FOR SIZE & BASE CONNECTION P LAN L_Lj _1� PORCH SLAB SEE -A FOUNDATION PLAN % 1'4' N' EXTEND SLAB 1 1/2" T(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0' WHEN DEPTH EXCEEDS 30" GRADE 04 Z — 75 ENTRY PORCH SILL KO'14� SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONR Y z 0 W W W U) INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN I COURSES W/ W/ (1) #5 CONT REQ'D @ MID FA 4 ASONRY PIER SEE FLOOR TO CMU BASE OR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED Alk MAX 3 SOLID. SEE ELEV. �FCOURSE FOR BASE SIZE (3) #5's EA. WAY 1 -1 % X - -A— V77_ ! , a-" _! V_ __1 I I' PORCH SLAB SEE - I I I - , '-" , AkSLAB FOUNDATION PLAN LEVEL 2 #5' CO NT T&B / I I . -T !— ( ) s SEE CUT CONTRACTOR TO INSTA 1 1 #3 STIRRUPS AT 4'-0" SECTION FOR MIN 3" x 3" WEEP HOLE WHEN DEPTH ALONG W/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDI MASONRY COLUMN 6"� ENTRY PORCH SILL SCALE: N.T.S. SIMPSON LSTA18 CENTERED AT W/ (12) 1 Od NAILS SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INR EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE r2X4 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. ><- M FLOOR GIRDER 16" FLOOR SYSTE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION (22� SCALE: N.T.S. kN�'� TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT. @ SLAB LEVEL EXTEND SLAB 1 112" BEYOND LOCK FACE EXTEND SLAB 1 1/2" RADE —1 SIMPSON HUC41 0 W/ (14) kSEE PLAN FOR CANT 16d INTO HEADER& (6) — 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO L REQ'D ONLY WHEN INDICATED ON BM. _____--7/16" SCHEDULE/PLAN OSB FLITCH PLATE FO SEE FLOOR PLAN FOR REQ'D ONLY WHEN ASE COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO OPTION A OPTION B OPTION C SCHEDLILE/PLAN COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 W/ (14) 1 Od NAI LS TYP. U. N. 0. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A r__� A SEE PLAN FOR TOP OF BEAM SEE PLAN FOR CANT. IF ___*1 INDICATED 0. 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S SCALE: N.T.S. BM SPLICE OVER CENTER OF POST q ///- MIDDLE STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE " it , VA IES W/ . ....... ROOF SLOPE WOOD WALL OR TRUSS. ---2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR /-ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 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 IF2 PLYTRUSS N / 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 IIl' �q - SCALE: 1/2" V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ OP WALL "-�EE PLAN Y2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM MIN. (2) 2x8 #2 SYP , HEADER. SEE Q/S4 FOR �1 ) OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS 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 LGARAGEOR O� 2"' I A.' 4 : -A 0 4v. 4 A 4. C�j z A . . 114" 411 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 ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT x 4 A MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" 11 SECTION GARAGE MON SCALE: N.T.S. 00 C-4 L-W C� g Zn q cp cc 1 -4 �� .40- C 3� r_- co 5� C '.7- _'_-3 5. CD I I I fill,, SE < ' 1b _'j ut `�OFESS\� 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. 0) W 'AAft 11- E WM 4 81 q 0 Uj 0 :1 .11, to co - Z (6 C: U) 119 =_ M 04 W 0 0 W U) c� E - Z� 0 LO Mz IL & N < [if 0 b 0 <0 z 0 Cn W El El V) (D (V 4 0 D' Ln Ln -91 Oft (a I— U) LU _= 2 8 0 U) < C' 0, z z < LL_ C6 CD- 0 E U .1 - zo QL z Ca - - E CD < 0 00 0M 1< z z t W, :9� ra C < 0, 10 �m 0, Z� z z WO W 'n < W, 10 M < Z 0 z W 0. z 0 Mj I=> co 'IT 11, �1 < �� T 01 03:. C) E2 a) cvi > _j C 4i 0) E2 CU co CV') co C) r < co C) 0- U) �: LO +_j 0 -0 co CN C) C'4 C) J L0 E CN 'E 0 ca z E 2 CU a 2 0- E _0 0 0 '0 ca 0 -1 < in a) _j JOB NO: 22-09401 SCALE: AS NOTED SHEET NO. 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