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I i I 1 -------------------------------itI 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 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 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. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP —' MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. --\ ^ 1 �-Z WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" 1, (2) #5's CONT. T&B w/ 4" 1 #3 STIRRUPS AT 4'-0" WHEN DEPTH - EXCEEDS 30" GRADE -- 04 z PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD VVI �- 1 vu Lw 1_.rw1 1 1 1 I- •. w TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. r-• �r r �r�r/1T-ri1.1 T\,f1 1 1 .1 !1 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 CONC. MASONRY 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'; Z• (n et PORCH SLAB SEE N - -i � a FOUNDATION PLAN w z w 2 #5's CONT. T&B w/ #3 STIRRUPS AT iv ? 4'-0" WHEN DEPTH , ' EXCEEDS 30" ' . LOWER OR Ilk GARAGE SLAB 11.411 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. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT VARIES W/ ROOF SLOPE F- SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN PLAN 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 NAILS EACH BETWEEN TRUSSES TRUSS CONNECTION PLAN STUD TYP. T&B SECT. A_A kA EXTEND TRUSS OR SLAB 1 1/2" ROOF SYSTEM G.T. \ (2) #5's CONT. T&B w/ ADD 2X4 ALONGSIDE 4" �. #3 STIRRUPS AT 4'-0" bv WHEN REQ'D TOP CHORD Q PORCH SLAB SEE WHEN DEPTH TO PREVENT PLYWOOD FOUNDATION PLAN EXCEEDS 30"SHEAR TRANSFER SPAN FROM EXCEEDING A GRADE MAX 24" SPAN (EITHER USSES HIP G.T - .�.. EXTERIOR. WALL SIDE OR BOTH IF REQ'D) 7 SCALE: N.T.S. 11 All (2) 12D NAILS AT 12" O.C. MAX 2x4 #2 SYP NAILER. NAI TO STUDS w/ (3) 16d @ HIP/RIDGE BLOCKING DETAIL ENTRY PORCH SILL EACH STUD- TOENAIL EACH TRUSS TO SHEATHING ATTACHROOF AND NAILING ATTACHED PER NAILING 2 14 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/ (3) ROWS OF 16d NAILS MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID AT 24" O.C. • REQUIRED INFO t t I MASONRY KNEE WALL MAX 3 = 0 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR SIMPSON LUS26 w/ (8) 10d w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. NAILS OR IF 2 PLY TRUSS REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED I I SIMPSON LUS26-2 w/ (8) 16d SEE FLOOR FRAMING PLAN Z I I O MAX 3 SOLID. SEE ELEV. I 1 #5 REBAR CONT. NAILS TO LEDGER AND J/S6 FOR MORE INFO. COURSE FOR BASE SIZE @ SLAB LEVEL 2X8 #2 SYP CONT. LEDGER W/ VERIFY WITH PLAN FOR LOCATION AND DIRECTION — — - (3) #5's EA. WAY I I EXTEND SLAB (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR w I I I I I 1 1/2" BEYOND INTO END OF EACH FLOOR BLOCKING INFO) w BLOCK FACE TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL =;w-- - EACH SIDE) (TYPICAL) _ - QII T EXTEND SECTION AT LOW ROOF _ Q SLAB, 1/211 9 P I SLAB PORCH SLAB SEE SCALE: 1/2" = V-0" LEVEL FOUNDATION PLAN RADE SEE CUT -N — ' z 2 #5 s CONT. T&B w/ ( ) .r INSTAL' CONTRACTOR TO ST SECTION FOR 11 - #3 STIRRUPS AT 4 0 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. SEE PLAN FOR ENTRY PORCH SILL 16 CONNECTIONS INFO. SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TI E BEAMS TOGETHER I ------ SEE PLAN SIMPSON HUC410 w/ (14) FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO I I SEE FLOOR PLAN FOR �- COLUMN SIZE & BASE I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN -1 1 CONNECTION INFO I I _ _ _ REQ'D ONLY WHEN FOR COLUMN SIZE L — — — — — — INDICATED ON BM. & ADDITIONAL INFO. nTG I _ _ _ _ _._ _ . L__ _ — — — SCHEDULE/PLAN EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 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. INDICATED ONLY WHEN COLUMN SIZE & BASE I OPTION A SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C 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) A F_� A SEE PLAN FOR TPZ-1= A I SEE PLAN FOR CANT. IF INDICATED I CORNER SEE FOUNDATION PLAN FOR MORE INFO �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. W SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. ri MIDDLE BM. SPLICE OVER CENTER OF POST Y2" CDX PLYWOOD OR 316" 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 ---� ♦, a 4 ♦ a GARAGE OR LOWER SLAB SEE PLAN TRUSS/ _ OP WALL EE PLAN f-- MIN. (2) 2x8 #2 SYP I- 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 Y2 TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT na—a aka A.x %.. MAIN HOUSE SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH d EXCEEDS 30" 8. SECTION @ GARAGE MONO 21 SCALE: N.T.S. N N N 00 N 'o O a o -C o C33 y N O ili N w p O F, y E C N O of 9` gR0W� ^(0 '. Q 4x\ -- N ESS`0�P \� r��ff�fl/Slll�kll00\`, 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 Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a 0 v - d ie � 0) di cn M V. iR LL J LL Lu I1� V Z � ut LLl a —v a W F O N (b Z oo M Z yLL N O U 00d' y z W ❑❑ (D J — cl- V) N z �(1)LU LL U L � O w) $ V) N v Q m o Mn w Z M J o aE E_� s g '0U0 ® Z o E a°a wz ao x i mI C � VJ J cw7� gr� 3Cn W z a p 0w c O = �0 J 6 C m L co 0 T T � r a W m N ~ Lr0 p h N � o ci lEC 41 j O N y o Z E E � CC) m JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. D1