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I I I I �I IA t 1 II II- I VV/ z-- I vu `W LPAIJI I I FAUN..; vY LU CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. (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 2x8 BLOCKING NAILED @ INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH 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. �C 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 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 DIRECTION TYP. A I CHORD AT ALL . HAND FRAMED AREAS TYP. �L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN �' li ........ +a 1 EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE ' 2 PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX WOOD 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. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD —9 BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 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 W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS USSES (2) 12D NAILS --- AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z 0 Q W w w w U) SCALE: N.T.S. HIP G.T STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE WOOD WALL—\ WOOD POST. SEE FLR OR TRUSS. 2X4 CONT. W/ (2) PLAN FOR SIZE & BASE SEE PLAN 16d COMMONS CONNECTION SEE NAILS EACH PLAN STUD TYP. T&B EXTEND TRUSS OR _ X SLAB 1 1/2" ROOF SYSTEM 4 (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" RADE SHEAR TRANSFER • r EXTERIOR. WALL �7 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 �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 q8"SLAB 1 1/2" SLAB PORCH SLAB SEELEVEL FOUNDATION PLAN RADE (2) #5's CONT. T&B �, z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" • MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH AAK- ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER " L KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 _ w/ (12) 10d NAILS L.SEE PLAN I. INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ w/ (1) #5 CON I I REQ'D @ MID I I I ASONRY T. ABOVE MASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5— FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY — 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 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 I 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" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR V CONNECTIONS V INFO. A -A ALTERNATE BLOCKING FOR CANT SIMPSONHUC410w/(14) - CENTERED AT 16d INTO HEADER & (6) � . SPLIT TO TIE TRUSS/ � 16d INTO BEAM - SEE L- DETAIL ROOF PLAN FOR MORE INTERIOR BEARING BEAMS TOGETHER - - -- -- -- - TOP WALL INFO EE PLAN SCALE: N.T.S. SEE FLOOR PLAN FOR %2' CDX PLYWOOD OR Y/6" O.S.B. (, MIN. (2) 2x8 #2 SYP PROVIDE BLOCKING AT ALL TRUSS BEARING COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COLUMN SIZE INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN STANDARD HEEL HEIGHT Q AnnlrinnlAl IKIPn ct-ucnr rr c,r�1 ner 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" — • W 4" Z U PORCH SLAB SEE a N FOUNDATION PLAN w Z (2) #5's CONT. T&B w/ #3 STIRRUPS AT z 4'-0" WHEN DEPTH , EXCEEDS 30" LOWER OR GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FJ A_^ r-ICLU, CUUCO Or DUUINUMMICO ��. OR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A OPTION B CONNECTION INFO OPTION C 2x4 #2 SPF STUDS INDICATED ON BM. T SCHEDULE/PLAN 12" O.C. W/ USP SP22 @BASE & SPT24 @ TOP EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER 2x4 #2 SYP P.T. PLATE W/ 2x4 STUDS w/ SIMPSON SEE ROOF PLAN SCALE: N.T.S. 5 " NAILING SCHEDULE FOR BEAM SIZE & v /a EPDXY ANCHOR OR SP1 W/ (1 O) 1 Od NAILS CONNECTION INFO. BM. SPLICE OVER J-BOLT OR %2' TITEN HD AT BASE SEE J/S6 FOR FCENTER OF POST 2", ANCHOR @ 24" O.C. W/ MORE INFO. A A SEE PLAN MAX. SEE PLAN FOR 24" STEPS F AM MIN 6" EMBEDMENT TOP Ox • x a e a x < . �� %( - 2x4 BASE PLATE W/ SEE PLAN FOR OPT. '- SIMPSON LSTA30 w/ STAIR INFO. IF °a C (22) 10d NAILS OR CONCRETE STAIRS MAIN HOUSE FORMED POURED SIMPSON MTS12w/ ° n o d - (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) SIMPSON (2) W/ (1) #5 EACH STEP SLAB TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR HTS20 w/ (14) ° a BELOW @ 16" O.C. CANT. IF 10d NAILS e � (2) #5's CONT. T&B SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. w/ #3 STIRRUPS AT ° COLUMN SIZE & 4-0, n WHEN DEPTH < ADDITIONAL INFO. - ` a a. e T.. 8' EXCEEDS 30" (WOOD COLUMN SHOWN) a ZV Z o MIDDLE GARAGE OR 16" FLOOR SYSTEM FLOOR GIRDER LOWER SLAB SEE PLAN FOR SEE PLAN FOR SEE PLAN DIRECTION CONNECTION CORNER SEE FOUNDATION 1'-4" SECTION a@ FLOOR 5" PLAN FOR MORE INFO CONNECTION r22� SCALE: N.T.S. COMMON BM. ATTACHMENT 18 SECTION GARAGE MONO,,( �21 SCALE: N.T.S. SCALE: N.T.S. 1\'j N CJ t KJ x M- a 0, L -(a a .n O 0 U LLI J ✓ CS ��CS ^ ✓ 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N n � a of Con o (h $ N n # N W LL 0 00 Du w Q aiM� 333 a Y a 0. 3 0 O0 r o W �Nco �o O � W_ in ��O_jO' d a IL CO N O in G M Z (: N o U U J N z W 00O 0 o� z z o � Q n cNi V) z a � o v n3 w U 0 w s Ly N Jim �Q ° U o c N N 0 sm CO o z � J N E o E �o z <R Z Z C3 o I�-z < o U o az 04 @ a; � <o �z rz z x Is O zz zN - N J 0 Q w N N ,b ¢ oa zz 50 n3 a 0 W W o& a LL J z F 'IF O OO co I zl< a ° 3 0 c O Z > ('� O m co � N Cr Y T � m ~ �-'+ � Q I� I� N d-) N Lo CN r T ai m CCV vi N o Z Z E CV a E o U J Q p J JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. D1 (MONO)