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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. Dg 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 I11 * I1[ 4 TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A 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 11 AL EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE CV PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-011 MAX 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. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT VARIES W/ ROOF SLOPE PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH WOOD WALL -\ END TO TRUSS TOP CHORD WOOD POST. SEE FLR OR TRUSS. 2X4 CONT. W/ (2) 2X4 BLOCKING TYP. PLAN FOR SIZE & BASE SEE PLAN 16d COMMONS BETWEEN TRUSSES CONNECTION SEE NAILS EACH TRUSS PLAN STUD TYP T&B A SECT. A -A EXTEND TRUSS OR A _ SLAB 1 1/2" ROOF SYSTEM G.T. (2) #5's CONT. T&B w/ ADD 2X4 ALONGSIDE 4" #3 STIRRUPS AT 4'-0" 7 TOP CHORD WHEN REQ'D PORCH SLAB SEE WHEN DEPTH TO PREVENT PLYWOOD FOUNDATION PLAN EXCEEDS 30" SHEAR TRANSFER SPAN FROM EXCEEDING A GRADE MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) USSES HIP G.T - EXTERIOR. WALL r7 T SCALE: N.T.S. A 1''Yn (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY I I KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I REQUIRED INFO 1 ; MASONRY KNEE WALL MAX 3 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH 1 1 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 1 1 1 MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY I 1 -- 8" SLAB PORCH SLAB SEE FOUNDATION PLAN LEVEL 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 BLOCK FACE EXTEND SLAB 1 1/2" SEE CUT (2) #5's CONT. T&B w/ - N z CONTRACTOR TO INSTALL #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 SILL 16 SCALE: N.T.S. 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 SIMPSON LSTA18 SEE PLAN w/ (12) 10d NAILS SIMPSON HUC41Owl (14) - A -A ALTERNATE BLOCKING CENTERED AT I I 16d INTO HEADER & (6) 1 I I FOR CANT. DETAIL @ INTERIOR BEARING SPLIT TO TIE 10d INTO BEAM - SEE 3 BEAMS TOGETHER i I I I I i I ROOF PLAN FOR MORE I I I I INFO SCALE: N.T.S. I I I I I 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 L2'L - -----Y- .. a \ W 4" Z U PORCH SLAB SEE a N FOUNDATION PLAN w U) Z w/ #3 STIRRUPS AT CN C z 4'-0" WHEN DEPTH , ' '- EXCEEDS 30" LOWER OR Ilk GARAGE SLAB SEE PLAN LARGE STEP DOWN �17 SCALE: N.T.S. — SEE FLOOR PLAN FOR I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE L J --- INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — L — — — — — — — J L — — — — — — — — — SCHEDULE/PLAN :7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C 1 EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. BM. SPLICE OVER SP1 w/ (10) 10d NAILS CONNECTION INFO. AT BASE SEE J/S6 FOR � CENTER OF POST MORE INFO. A � A SEE PLAN FOR TOP OF REAM 2x4 BASE PLATE W/ erSIMPSON LSTA30 w/ (22) 10d NAILS OR I SIMPSON MTS12 w/ ----� (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) � SIMPSON (2) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR HTS20 w/ (14) BELOW @ 16" O.C. CANT. IF 10d NAILS SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER MIDDLE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER L. SEE FOUNDATION SECTION @ FLOOR PLAN FOR MORE INFO �1 5" CONNECTION r22""* COMMON BM. ATTACHMENT 18 SCALE: N.T.S. 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 PAN 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 9 SCALE: 1/2" = V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. /TRUSS/ OP WALL EE PLAN %2' CDX PLYWOOD OR 3/16" 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 ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES ---�. N 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2„ J-BOLT OR Yz TITEN HD ry ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS a SEE PLAN FOR OPT. - STAIR INFO. IF A. A CONCRETE STAIRS °FA FORMED &POURED . nMAIN HOUSE a QSLAB W/ (1) #5 EACH STEP°(2) #5's CONT. T&B w/ #3 STIRRUPS AT a a4'-0" WHEN DEPTH EXCEEDS 30" GARAGE ORCN LOWER SLAB r ' . B SEE PLAN �1 1_411 SECTION @ GARAGE MONO 21 SCALE: N.T.S. W _- O ~ O M L m NG� X 0- �_ � N L of C � .1 Q o 5 -S i ;� ` • t�. 1 '. 'y vim' i r,• i L s' 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q �E O M N r N N 0 # J LL O S J lL M d fn� r LL u.l _ JLL u- 'L N Cfl IY O J o r` m W Z LLW 00 d ¢ a � Z N M Z IY InO O U v In Wco 000 z N M z o� z o � a /1N z Q1)l � o r Cn C„ U 0 N^ � N N N =Dcn ^� U 6 �.... U o Q • �p o J MZ cis a o �® ❑a Ca o ro p° '0 0� ww N � o ao ¢ wE >_ (S zz =Qoz �m m0 _ � Z U) J 7 <w �m Z0 gaO T U <0 0 rF az � o C CID a �O 0 = >U) m cc 0 co CN � r r a. U) m ate.+ CO N N IUD ai m T N N o Z Z E (V vi 2 a _j w a o JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. D 1