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I I I I 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. DB--�o 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 v ITI M 1.4 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - DIRECTION TYP. —\ � AA CHORD AT ALL HAND FRAMED AREAS TYP. I -----/-WOOD TRUSS -/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B wl #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE T C PORCH SILL 15 SCALE: N.T.S. AT 8'-0" MAX WOOD 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'-0"O.C. MAX, w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: N.T.S. 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'; w 4" Z c~n PORCH SLAB SEE a N FOUNDATION PLAN W (2) #5's CONT. T&B U) z w/ #3 STIRRUPS AT �t z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS ES HIP G.T STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE WOOD WALL-\ WOOD POST. SEE FLR OR TRUSS. 2X4 CONT. W/ (2) PLAN FOR SIZE & BASE SEE PLAN 16d COMMONS CONNECTION SEE NAILS EACH PLAN STUD TYP. T&B EXTEND TRUSS OR SLAB 1 1/2" ROOF SYSTEM 4„ (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" bu PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" GRADE S H EAR TRAN S F E R - _ • r EXTERIOR. WALL r7 SCALE: N.T.S. (2) 12D NAILS -i' AT 12" O.C. MAX 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ HIP/RIDGE BLOCKING DETAIL ENTRY PORCH SILL EACH TOENAIL AND SHEATHING 2 14 TSTUDS EACH TRUSS TO ATTACHROOF ATTACHED PER NAILING NAILING NAILER w/ (3) 10d SCHEDULE SCALE: N.T.S. SCALE: N.T.S. SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ WOOD OR MASONRY ABOVE IF 2x DOUBLE LEDGER, FRAMING PLAN MASONRY PIER SEE FLOOR PLAN ATTACH FIRST PLY FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO w/ (4) 16d NAILS TO EA. INTEGRATE MASONRY ABOVE MASONRY BE CHAIR BLOCKS. END OF TRUSS THEN KNEEWALL INTO CMU BASE OR PIER SEE FLOOR ENTIRE BASE TO ATTACH SECOND PLY w/ MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID (3) ROWS OF 16d NAILS AT 24" O.C. REQUIRED INFO • 1 1 MASONRY KNEE WALL MAX 3 = • COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR SIMPSON LUS26 w/ (8) 10d • I 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. NAILS OR IF 2 PLY TRUSS z REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 1 SIMPSON LUS26-2 w/ (8) 16d SEE FLOOR FRAMING PLAN 0 1 I MAX 3 SOLID, SEE ELEV. I I #5 REBAR CONT. NAILS TO LEDGER AND J/S6 FOR MORE INFO. Q w 1 i L - - _ . .COURSE - - - FOR BASE SIZE @ SLAB LEVEL 2X #2 SYP CONT. LEDGER VERIFY WITH PLAN FOR ION AND DIRECTION w I I 1 f t (3) #5's EA. WAY I I EXTEND SLAB 4 16d NAILS ATTACH NAILS () (IF PATRALLE SEE 2/D2 FOR I I 1 1/2" BEYOND INTO END OF EACH FLOOR BLOCKING INFO) w I BLOCK FACE TRUSS, 24" O.C. MAX. AT EACH 1 I I - - — '� _ SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) 1 I - v EXTEND SLAB 1 1/2" SECTION AT LOW ROOF 9 P I SLAB PORCH SLAB SEE SCALE: 1/2" = 1'-0" FOUNDATION PLAN r LEVEL GRADE SEE CUT (2) #5's CONT. T&B w/, z CONTRACTOR TO INSTALL SECTION FOR #3 STIRRUPS AT 4'41 T MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 11-411 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN COMMON TRUSS W/ INTERIOR BRG. ENTRY PORCH SILL 16 SEE PLAN FOR CONNECTIONS INFO. SCALE: N.T.S. SIMPSON LSTA18 _ _ _ _ _ _ w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) I SEE PLAN CENTERED AT I I 16d INTO HEADER & (6) FOR CANT. SPLIT TO TIE BEAMS TOGETHER I I 10d INTO BEAM - SEE ROOF PLAN FOR MORE I I INFO I I SEE FLOOR PLAN FOR I I I I I COLUMN SIZE & BASE I I —7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I 1 REQ'D ONLY WHEN FOR COLUMN SIZE - - - - � INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE - - - - - SEE FLOOR PLAN FOR - - - - — SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SCHEDULE/PLANM COMMON BM. TO POST ATTACHMENT A EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER CENTER OF POST 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. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR - COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR rhh TOP OF9EAM I _J SEE PLAN FOR CANT. IF INDICATED CORNER L�SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE Y2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING 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 SECTION SCALE: N.T.S. MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS - 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ %" EPDXY ANCHOR OR J-BOLT OR Y TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT d e T a' e MAIN HOUSE SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO o - o O m� .I.W 0 ci a o C] i! N C Cco ka N -p C t d N 3 = m Y W e aC2wQ � u . a u m � E c. Lj CM N O N N lo •,•�,� `•'� is rr 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 Cade - Residential 7th Edition. Engineer's signature and seal is onty for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 >_ a o co O Y cc N � M rj � 0 N Ov 2ss2 ik � Q mLLu- LL W LL S a 5 _ w Z crn a _ 9 y F o W > N tp 0 mw 2 &0 z M IL W 05 'n N IZ O U ca.> vvi W El� '� 27 N z m z � z o v V) Z v U U- � 11J � o W � 0 Ill $ V) N Ul � flu U RIM = i - �0 I � Y o f z w M _ o Z LL z N ¢o Q ETL o U �° Fz _® oa ra $ 00 R. oQ Z CO ro 6Z wZ C .¢ mo Oz Z' Z J .o ¢w 8 Q z z 5° y 0$ oy a = ( z ¢ i r = <y �� v ON a ot 3 00 = Ln 0 c� � r CID C%4 =$ N LO o Cr o N W m . ,j IUD Ln CV) O CNI LO O LO ai ' N V_� o Z m z E N m a 0 _j Q o � JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. D1