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M V) 311 .9 -2 CD V) ,Q- ;F FL E E 17 E2 CL 0 03 C� IL Cq i <1 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. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VVI A-- I VU �LU L_r-1%_1 I I i F A %JIJIJI VVL-LJ 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 wl (2) SIMPSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS EACH MD.] . . 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 CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z-WOOD TRUSS --j TYP. WOOD TRUSS BLOCKING DETAIL A SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" j(2) #5's CONT. T&B w/ 411 #3 STIRRUPS AT 4'-0" 7. TWHEN DEPTH EXCEEDS 30" GRADE 7777 Z (14 V-4" PORCH SILLrl 5�� SCALE: N.T.S. DIAGONAL AT 81-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O,C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A wl (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 SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT PROVIDE BLOCKING AT ALL TRUSS BEARING SEE FLOOR PLAN SEE PLAN FOR FOR BRIG. OR REQ-D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W1 (1) #5 EACH STEP W Z U) < 0- PORCH SLAB SEE' FOUNDATION PLAN W M ._z (2) #5's CONT. T&B Z W/ #3 STIRRUPS AT C14 2 4'-0" WHEN DEPTH -LOWER OR EXCEEDS 30" 1k GARAGE SLAB V-4" SEE PLAN AL LARGE STEP DOWNrj7_\� SCALE: N.T.S.' SCALE: N.T.S. 3 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. ROOF SEE SHEATHING PLAN 2X4 BLOCKING CKING BETWEEN TRUSSES SECT. A -A 'E AN SHI 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 W1 (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS K (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T __TSEE WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION P LAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ 4 #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SE 4 � EXCEEDS 30" I i , , FOUNDATION PLAN i _QRM_A D E z Ll 04 777'2 1`4' ENTRY PORCH SILL 2 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR Al MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES W/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH z REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 0 Ak MAX 3 SOLID. SEE ELEV. /_ !TC — FOR BASE SIZE > Fi (3) #5's EA. WAY -- U) - 11k SLAB PORCH SLAB SEE "Al LEV EL FOUNDATION PLAN SEE CUT (2) #5's CONT. T&B W/ 2 J. CONTRACTOR TO IN' ST A SECTION FOR #3 STIRRUPS AT 4f-0`1 MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH ALONG W/ PITCHING SLAB EXCEEDS 30" V-4" L TO DRAIN WATER ,on KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLrj6 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1 Od NAILS CENTERED AT SPLITTOTIE BEAMS TOGETHER LAN FOR COLUMN SIZI SEE FLOOR P & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE r2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 10d NAILS OR SIMPSON MTS12 W/ xx (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. M FLOOR GIRDER 16" FLOOR SYSTE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION FLOOR CONNECTION r22N� SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BILK HGT. _#5 REBAR CONT @ SLAB LEVEL -EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SI M PSON HUC41 0 W/ (14) kSEE PLAN FOR CANT t 16d INTO HEADER & (6) 1 Od INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR tIF COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE CONNECTION INFO I A REQ'D ONLY WHEN INDICATED ON BM. - ____-7/16" OSB FLITCH PLATE — FO SEE FLOOR PLAN FOR SCHEDLILE/PLAN REQ'D ONLY WHEN ASE COLUMN SIZE& BASE INDICATED ON BM. OPTION A OPTION B CONNECTION INFO OPTION C SCHEDULEIPLAN COMMON BM. TO POST ATTACHMENT K�A SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 W/ (14) 1 Od NAI LS TYP. U. N. 0. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A gg n 0. 0 CORNER SEE FOUNDATION L�_PLAN FOR MORE INFO 51- COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. BM. SPLICE OVER CENTER OF POST WOOD WALL SEE PLAN OR TRUSS. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ �2�v ROOF SLOPE 16d COMMONS NAILS EACH 2X4 CONT. W/ (2) STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEARTRANSFER EXTERIOR. WAL L SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od 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) 1 Od NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 W/ (8) 16d NAILS TO LEDGER AND J/S6 FOR MORE INFO. 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 MASONRY WALL SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" r9 COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. 11 muo OP WAL "-MFF PI AN Y2" 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 —HE.A R E SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP .4 GARAGE OR LOWER SLAB SEE PLAN 211 'X il. II. . .1 - . A. d 4 4 A; 4 4� A J� 4 : 4. -.4. 04 N 2x4 #2 SPF STUDS I@ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT x ��x �x 4 A* MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" SECTION GARAGE MONO(21 SCALE: N.T.S. > LU C3 11101- CL < E 1 0 v o FL 0 Es S, 0 I tilt To the best of the Engjneer`s knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. 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