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CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGEMAY 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'-1 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 1 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 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP 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" X--- - - (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE - I Z 1,-4„ PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES .SECT• A_A 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 G.T.7QD ADD 2X4 ALONGSIDETOP CHORD WHEN RTO PREVENT PLYWO SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE —� PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SEE 7 EXCEEDS 30" FOUNDATION PLAN - - E Z 1-4 HIP/RIDGE BLOCKING DETAIL 2 ENTRY PORCH SILL SCALE: N.T.S. 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN VERTICAL SCAB 2 x 6 FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO #2 SPF 4$" O.C. W/ (4) INTEGRATE MASONRY ABOVE MASONRY BE CHAIR BLOCKS. 10d TOP & BOTTOM KNEEWALL INTO CMU BASE OR PIER SEE FLOOR ENTIRE BASE TO OR SIMPSON H2.5A w/ MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID (10) 8d NAILS REQUIRED 1 1 MASONRY KNEE WALL MAX 3 INFO - COLLAR TIE EVERY 3rd z RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH w TRUSS OR SIMPSON LU w H2.5A w/ (10) 8d NAILS cif 3i[oZf) BEVEL CUTS I (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 3 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' ' LU - - 4" ' v PORCH SLAB SEE N n. FOUNDATION PLAN. w (2) #5's CONT. T&B 11- z w 1-1 04p- W/ #3 STIRRUPS AT N Z 4'-0" WHEN DEPTH g EXCEEDS 30" -! - LOWER OR GARAGE SLAB 11441 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. COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. 1 1 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 1 1 MAX 3 SOLID. SEE ELEV. #5 REBAR CONT COURSE FOR BASE SIZE @ SLAB LEVEL (3) #5's EA. WAY 1 1 1 1 EXTEND SLAB 1 1 1/2" BEYOND 1 BLOCK FACE 1 -- — --"- � EXTEND SLAB 1 1/2" 1 1 1 1 I SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN _'GRADE „` 1 SEE CUT (2) #5's CONT. T&B w/ N Z CONTRACTOR TO INSTALL SECTION FOR #3 STIRRUPS AT 4'-0" T MIN 3„ x 3 WEEP HOLE MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 1'-4" TO DRAIN WATER00, KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER -----------I - --- SEE PLAN I I SIMPSON HUC410 w/ (14) r FOR CANT. I I 16d INTO HEADER & (6) 1 I 10d INTO BEAM - SEE I I I 1 1 ROOF PLAN FOR MORE I I I I INFO I I I I I SEE FLOOR PLAN FOR I COLUMN SIZE & BASE I I ( 7/16" OSB FLITCH PLATE SEE FLOOR PLAN 1 CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE L J INDICATED ON BM. & ADDITIONAL INFO. - - - - - - L- - - - - - - - -� 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. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE SCEDULE/PLANM OPTION A OPTION S 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 A SEE PLAN FOR ToTp-OF BEAM I I I I SEE PLAN FOR CANT. IF INDICATED CORNER - SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. �1 BM. SPLICE OVER CENTER OF POST SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE 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. WALL lee � 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 PLAN 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 - 1-0 Y2" CDX PLYWOOD OR 3/6' 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 1 . ai• . ., d. , GARAGE OR LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. - - RUSS/ P WALL EE PLAN �— MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS A; 2x4 #2 SPF STUDS @ _ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2, J-BOLT OR Y D TITEN H ANCHOR @ 24" O.C. W/ MIN, 6 EMBEDMENT X e.XX' d MAIN HOUSE A ° SLAB 4 (2) #5's CONT. T&B 4 w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH e d . • ' ° EXCEEDS 30" q ig a , d 11411 SECTION GARAGE MONO 21 SCALE: N.T.S. a+a c� c� Q0 d� O W d cc tA ti •uf.= - -KV 4A Ada, so P: ��SE• . �� 6 ''••........••'• Q O S I O 11211901!lilt ,E S ; 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 - 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. 0 E V $� C AR 0LL a. S2 _ 22� W 8 2O_iO' % m co 0 N O U = vvi W ❑ ❑ N) M z C4 M z � S W N z 0. cr)_ (Dro-J LL N M Qz) 0 W in Ln as _. s3 Q Cq t� 9 o M w i J w f p � goa x o E O cu 4g °® o E K� Z N fu wfu � 8 ao ix I m� C Y O S a W LL 4� Milltp V aid° oo0 U �O 0 = Lo O rn c� L_ 00 0 :3 O ^ -6 O U) N a Ln Cfl 0 N O) N CN Ln r r - T a? - M N _ 0 o Z to T 0 GO) c C E 0 ¢ O JOB NO: 22-12357 SCALE: AS NOTED SHEET NO. D1