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r r I CROSS BRACING DETAIL (TYP SCALE: N.T. 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 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS 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-,�j 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS I DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VVI �-lvu �w "��l I I lx� vv"llw 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) S I M PSO N HTS20 W1 (24) 1 Od x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP BETWEEN EA. TRUSS MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z-WOOD TRUSS --J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 7--i V 1-4" -EXTEND SLAB 1 1/2" -(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" % GRADE PORCH SILL SCALE: N.T.S. DIAGONAL AT 8@-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER WOOD SCREW EACH 2X4 SPF 2 (2) #7X 3-1/2" TRUSS OR SIMPSON H 2.5A 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) 10d COMMON TOENAILS TO BEAM CONC.MASONRY 2X4 CONT. AT--/ T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BIRG. OR-\ REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 27 4_1 I � . L , I — � I 7 � —� 1 W F_ 4 z U) W < lir PORC _j IL FOUNDATION PLAN LU W U) z (2) #5's CONT. T&B !L!�n Uj Sif —I 7. t ., , .. W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" -LOWER OR GARAGE SLAB V-411 SEE PLAN LARGE STEP DOWNrj_7_� SCALE: N.T SCALE: N.T.S. 2X4 STUDS W/ SIMPSON SP1 W1 (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE 0,,--ROOF SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A N SHI PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK SIDE OR BOTH IF REQ 011 A I G.T MAX 24" SPAN (EITHER USSES HIP 1D) (2) 12 D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z 0 - W W W U) SCALE: N.T.S. WOOD POST. SEE FLR CONNECTION __TSEE PLAN FOR SIZE & BASE P LAN /-EXTEND SLAB 1 1/2" ---7--(2)#5`sCONT.T&Bw/ 41' #3 STIRRUPS AT 4'-0" —T-1 WHEN DEPTH PORCH SLAB SEE' EXCEEDS 30" FOUNDATION PLAN = GRAD z V-4" ENTRY PORCH SILL 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 % REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES W/ TOP K.O. COURSE CMU BASE W/ (1) #5 I W/ (1) #5 CONT. FILLED CELL I VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED I I MAX 3 SOLID. SEE ELEV. /-- I f I 1 r t -1 I 4 4 COURSE FOR BASE SIZE (3) #5's EA. WAY -- X_� 1---*7 � � .- I I. %- PORCH SLAB SEE kSLAB FOUNDATION PLAN \�FLEVEL 2 #5' CONT T&B / '�--SEE CUT ( ) s . w CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'4' SECTION FOR MIN 3" x 3" WEEP HOLE WHEN DEP I F-1 MORE INFO ALONG W/ PITCHING SLAB EXCEEDS 30" V-4" TO DRAIN WATER 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 SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 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 PLAN SIMPSON HUC410 W/ (14) FOR CANTt 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO FLOOR PLAN FOR COLUMN SIZE& BASE L-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN _j L INDICATED ON BM. ____--7/16" SCHEDULE/PLAN OSB FLITCH PLATE SEE FLOOR PLAN FOR O� REQ'D ONLY WHEN SE COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od NAILS OR SIMPSON MTS12 W/ (14) 10d x 1 112" NAILS TO FLOOR GIRDER - O.C. BELOW @ 16' L AkN L M 16" FLOOR SYSTE FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION FLOOR CONNECTION r22�'� SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT SCALE: N.T.S. "'ill SIMPSON (2) HTS20 W/ (14) TYP. U.N.O. 10d NAILS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 0� 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 511 COMMON BM. ATTACHMENT SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ \4v ROOF_§L_0PE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL r7 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 1F 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 a 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 SCALE: 1/2" V-0 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 ee a. illiP :Fillillilill� GARAGE OR MIDDLE LOWER SLAB SEE PLAN COMMON TRUSS W1 INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO, "-FSEE PLAN M IN. (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/ V EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HID ANCHOR @ 24" O.C. W/ 4 MIN. 6" EMBEDMENT A' x 111 x A A A. MAIN HOUSE -A A SLAB .4.4 (2) #5's CONT. T&B ..A W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" A. . , J . . 2� A V-4" SECTION GARAGE MONO( 21 SCALE: N.T.S. (1) S_- C14 C14 , �,: - i _. 11 Lo C%J CC C 0) 0 0 co 0 > o- LU I I lilt], �xxxxxxjjll I, A x S �A f0- -.C14 . c), &-4 < oe P 'r I ) %� ....... 0 r: S S I 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. Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seaL C. 10 W ot E Co co 5 - 8 cm� ��! 00 C M 0 .. -L" _,, u;- . 0 -� �; TO n Lu 0 65,-, t � .L:R 0 6 Mq- ?: �e 19 r -J.. I uj En u_ W u_ =0 z ;"7 3z: R� 12R - ox 0 LU Cq co , _j W C) 2 co W 05 4e 9 �: LL 3 co M z S2 0 < z 00 _j CO W co m- awl < U171 '-. Q) 0 9: 4--J C-0 LU _LU 0 V) un E 0 W C, Cl> M o z z < 2 __j ce CL E D5 � �z �5 !�S 20 00 20 0 z E CD 9�_ o �z � z . w m_i < P. .9 '0 0 f� �z z co d, o z 0 W �o ow C3 < o ;� � 0 0 OR: 0 C) 4i 0) T 07 CL U) .2 co r 4_j 0 LO 04 C:) 04 L0 0 04 E C0 CN 0 z z E r- �6 C: C: E -lo-; 0 0 _0 W _j < 0 r_ JOB NO 22-02362 SCALE: AS NOTED SHEET No. D1