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CROSS BRACING DETAIL (TYP.)/,/1 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. Cg 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 � III •k I I [ I� DEPTH 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. nIRFCTION TYP. —WOOD TRUSS -' A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE N T 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. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A �A .�1 ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z 0 Q W J w w w SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION PORCH SLAB SEE FOUNDATION PLAN SEE PLAN EXTEND SLAB 1 1/2" *� (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE T C 1'-4" ENTRY PORCH SILL 14 SCALE: N.T.S. FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY 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 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY — TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID J SEE ELEV. FOR I-BLK HGT. J #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN SEE CUT (2) #5's CONT. T&B w/ N z CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 11�11 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. I I I --__ r- I I II I I I I IP I I SIMPSON LSTA18 A —A ALTERNATE BLOCKING �'' (12' 10d NAILS — — — — — — � SIMPSON HUC410 W/ (14) r- — — — — — — — OR CANT CENTERED AT I I 16d INTO HEADER & (6) DETAIL INTERIOR BEARING SPLIT TO TIE 10dINTOBEAM-SEE BEAMS TOGETHER I I ROOF PLAN FOR MORE I I I I I I I I INFO SCALE: N.T.S. I I I I I 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" 4" Z c~n PORCH SLAB SEE a N FOUNDATION PLAN iw U) 2 Z Uj (2) #5's CONT. T&B .,. W/ #3 STIRRUPS AT z 4'-0" WHEN DEPTH . T EXCEEDS 30" LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SEE FLOOR PLAN FOR COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE — — — — INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE DON M CONNECTION INFO A OPTION B OPTION C Y; EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. BM. SPLICE OVER SP1 w/ (10) 10d NAILS CONNECTION INFO. AT BASE SEE J/S6 FOR : A A CENTER OF POST FMORE INFO. SEE PLAN FOR TOPOF_qEAM VV 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ e I e (22) 10d NAILS OR SIMPSON MTS12 w/ — — -� - (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) SIMPSON (2) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR HTS20 w/ (14) BELOW @ 16" O.C. CANT. IF 10d NAILS SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. vv COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER MIDDLE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER SEE FOUNDATION SECTION @ FLOOR PLAN FOR MORE INFO 5" CONNECTION 22 COMMON BM. ATTACHMENTrl 8 SCALE: N.T.S. SCALE: N.T.S. 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 �7 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" �r COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. i TRUSS/ OP WALL EE PLAN Y2 CDX PLYWOOD OR /6 O.S.B. IMIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM N HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES ----..; I 2x4 #2 SPF STUDS @ 12" O.C. W! USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ 1 5/" EPDXY ANCHOR OR N J-BOLT OR Y2 TITEN HD 2 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF A. a ° CONCRETE STAIRS Q FORMED & POURED L< a MAIN HOUSE W/ (1) #5 EACH STEP ° a SLAB (2) #5's CONT. T&B A a w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH s a EXCEEDS 30" AL - Z GARAGE OR g LOWER SLAB T SEE PLAN - 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. 0 ti o N SUN N CO (zU_a M C.3 0" " L �. %,:, � = r Q U 0 O FL O LLI lttltrri//,iri O wN Q,4 LO FESS10 r�o/lllrr t i t t + 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 Engineers signature and seal. F .4 o F= co f` O M co, a C O NS J N O 1217I - J LL ��a0 Ji # it W 0* Q cn n LL W a -- � a X co"W a.n 0 Z °z O -C14 M 7oo LL zWCn ¢ ZZ Wh0N MVpU U W ❑❑❑ M Z N th z § S z <c J r z �N ° i O N �N „ $ w ' v l.4 J i� U 'o "y' • Q N o �m w Z ��o M m � U QE o w� _® 0 E V mo �_ o �o � o o° �¢ z N � �� wg <=m� wZ ¢w 1 NOroz Nm o Z� Z v <w oa Zo go W Q � a �W O w� W 4 ' 0 O n o_ =O O = Lid a, m c� 0) N v T 0- U) m CO O CD N LO 04 e— Q N r ai m T T VJ M o Z Z E N N 0 a o . 0 _j 'ar_ ¢ o JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. D1