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ED _Q 4% E 0 9 Lz �O C.) -91 8 2 [3� -0 .9 LZ CL 8 CS — — — — — — — — — — — — — — — 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/ M IN. (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. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. r_ BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. -----Z—WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX vv, I WW \W "��l I I I 1� v v "W TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. WOOD 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) 1 Od COMMON TOENAILS TO BEAM 2X4 CONT. AT—/ CONC.MASONRY 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 1 (1) #5 EACH STEP PORCH SLAB SEE EXTEND 2" FOUNDATION PLAN SLAB 1 1/2" 1 (2) #5's CONT. T&B w/ 416 #3 STIRRUPS AT 4'-0" TWHEN 4" z DEPTH <= EXCEEDS 30" PORCH SLAB SEE-- C14 V GRADE FOUNDATION PLAN 4 Uj III 'i 77`7 11 = z u) z ---tdr;F (2) #5's CONT. T&B Uj 1—i W/ #3 STIRRUPS AT C14 z 4'-0" WHEN DEPTH EXCEEDS 30" —LOWER OR GARAGE SLAB SEE PLAN PORCH SILL rj_5s� LARGE STEP DOWN� �j SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS W/ SIMPSON AT BASE SEE J/S6 FOR SP1 W/ (10) 10d NAILS MORE INFO. ROOF SEE E PLAN SHEATHING 2X4 BLOCKING CKING BETWEEN TRUSSES SECT. A —A G.T. 4-- 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. TRUSS 21 (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR __TSEE PLAN FOR SIZE & BASE CONNECTION PLAN /-EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" --HIP GRADE G.T CN 2� 1'4" ENTRY PORCH SILL 2 SCALE: N.T.S. 17-7 WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY z 0 > Uj W LU U) INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES W/ W/ (1) #5 CONT REQ'D @ MID r _7=_ VA 7_17 I . ASONRY TO CMU BASE OR PIER SEE FLOOR 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 jjk MAX 3 SOLID. SEE ELEV. / OURSE FOR BASE SIZE (3) #5's EA. WAY ,- - 8"--: kSLAB PORCH SLAB SEE FOUNDATION PLAN LEVEL 2 #5' CONT T&B / z! Z C14 SEE CUT ( ) s . w CONTRACTOR TO INSTALL MIN 3" x 3" WEEP HOLE -011 SECTION FOR #3 STIRRUPS AT 4 WHEN DEPTH ALONG W/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r, 6 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1 Od NAILS CENTERED AT SPLITTOTIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od NAILS OR SIMP ON MTS12 W/ ><- vv M (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTE FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22��i 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 LOCKFACE EXTEND SLAB 1 1/2" SI M PSON H UC41 0 W/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE L.SEE PLAN I. I FOR CANT.1 ROOF PLAN FOR MORE INFO x "I "I SEE FLOOR P1. -AN FOR COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE TI CONNECTION INFO REQ'D ONLY WHEN A— INDICATED ON BM. ___--7/16" SCHEDULE/PLAN OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN S COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO f-% Mr I I-% K I f-% SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT 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) CORNER A F SEE PLAN FOR TOP OF TAM Nq,/ 35L.W... 77-- '�: SEE PLAN FOR CANT. IF INDICATED a SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 W/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST 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. WAL L r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS wl (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od 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/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR j 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) ECTION AT LOW RO S OF SCALE: 1/2" V-0" COMMON TRUSS W1 INTERIOR BRG. SEE PLAN FOR CONNECTIONS W SE C( INFO. OP WAL "4%EE PLAN Y2" CDX PLYWOOD OR Y16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING S I " ! REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES M ZE 4 R[ 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ N TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2" ANCHOR @ 24" O.C. W/ SEE PLAN MAX, MIN. 6" EMBEDMENT 24" STEPS SEE PLAN FOR OPT. 4^ a A F STAIR INFO. IF CONCRETE STAIRS MAIN HOUSE FORMED & POURED A Aw I W1 (1) #5 EACH STEP 1 SLAB 4. (2) #5's CONT. T&B W/ #3 STIRRUPS AT A 4'-0" WHEN DEPTH 4 4 ., . A A 4- EXCEEDS 30" A: A], A. . . GARAGE OR . C"ll Z A LOWER SLAB SEE PI A N 1141 SECTION GARAGE MONOt/ 21 SCALE: N.T.S. 02 C- cc r- 9 c' t' cz: :;t co cr- W 0 /v S E SE 0 (b F . Lo To the best of the Engineees knowledge, information and belie, the stnictural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W E rM 8 5 N 6t . (0 _ 0 s v 1�2 C30,rz-) IZ v N 0 ' - - 7� 1 u_ u_ a. _10j -6 ;; 2 (L z r_ 0 0 W U) 0 nz C14 0 0 z C� < < :S 0 C2 Q) 2 (D -C72 4--J U�- - LU _LU 0 V) U) C) 4i c LU m E < C" Cl) 0. z _j ctr E 52 4 ca. 0 E u zo -0.01 '0 o< g E CD C14 ro t 0 0 0 wz � z 0 0 0 z z z Cn w z o I- 0 mi 10 w R 06 .2 Lo :� cn C 120 (a CN CID r-I.- >,I M = C) < Cr - - CIO C) a— 0 U) Lf) 0 ca .0 04 C14 C> 0 .0 N 0 L0 lqt C%j 4< IRT 4i E CD -�i M 04 E CN 0 z z ca E ca E 0 Z 0 < 0 _j JOB NO: 22-12361 SCALE: AS NOTED SHEET NO. D1 (MONO)