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TABLE R803.2.2 <br />MIN. ROOF SHEATHING THICKNESS <br />RAFTER/TRUSS SPACING <br />24 INCH OC <br />WINDSPEED <br />140 m h <br />150 m h <br />160 m h <br />MIN. SHEATHING THK., INCHES <br />(PANEL SPAN RATING) <br />EXP. B <br />7/16 <br />(24/16) <br />15 32 <br />(32/16) <br />19/32 <br />(40/20) <br />TABLE R803.3.1 <br />ROOF SHEATHING ATTACHMENT <br />RAFTER/TRUSS SPACING <br />24 INCH OC <br />WINDSPEED <br />140 mph <br />150 mph <br />_ <br />1160 mph <br />E f <br />I E I F <br />I E I F <br />EXP. B <br />RAFTER USS SG = 0.42 <br />1 6 <br />16 <br />1 6 <br />6 <br />4 <br />14 <br />RAFTER/TRUSS SG = 0.49 <br />1 6 <br />16 <br />16 <br />16 <br />16 <br />16 <br />FOR 15/32' SHEATHING THK. OR LESS FASTEN W/ ASTM <br />F-1667 RSRS-01 (2 13/8" x 0.113" RING SHANK NAILS <br />r <br />r '1;'::� <br />11 <br />5 IR <br />m000 <br />t' s <br />o0■ <br />t <br />■■ ■ <br />1'� ill <br />Slt'.S <br />WAWA <br />Mfn <br />vJ■ 7i_:.:i■ <br />0.1-10 <br />7■ <br />_A <br />III ■1 <br />S I�f! <br />i�l�[Ya <br />5 <br />■II.7[5 <br />■■ <br />;■ <br />1 �I <br />]f:! <br />➢['�1;>Jf+a��■ <br />'u ■iY'`i■ <br />■■ <br />T7 <br />�i_ <br />� au <br />2' X S' RIDCxE <br />112 TYP. <br />PRE—ENGINEERED TRUSS 9 2'-0' O.C. (TYP. <br />30 YR. DIMENSIONAL SHINGLES ON LINE OF LOAD PATH <br />ON 7KA T96KNESS PER R803.2.2 12 <br />FASTEN SHEATHING PER R803.23.1 5 <br />UNDERLAYMENT PER R905.1.1.1 <br />SIMPSON HETA20 <br />EACH TRUSS <br />CONT. ALUI <br />DRIP STRIP <br />Ir1111111110if;1111 <br />12" MAX. <br />® FRONT OF BUILDING <br />1/2' COX AND SIDING PER ELEVATION <br />EXTEND TO BOTTOM OF BAND BEAM <br />(ALIGN WALL TO MATCH FURRING FOR <br />SIDING ON MASONRY BELOW) <br />INSTALL SIDING PER MANUF. INSTRUCTIONS <br />ih Z <br />CONNECT LEDGERS TO MASONRY <br />0 12" O.C. STAGGERED <br />W/ (2) J—BOLTS (1/2'xB') <br />SEE DETAIL 5 <br />:7 DBL. 8" X 8" KNOCK —OUT BLOCK W/ #5 <br />CONTINUOUS REBAR <br />NOTE POURED UNTELS <br />WILL BE 3000 psi CONC. <br />NOTE: SEE ELEVATIONS FOR VEXTERIOR FINISH REUD. <br />PLASTERING WITH PORTLAND CEMENT <br />PLASTER IN ACCORDANCE WITH <br />R703.6.2 MIN. THK. = 1/2" <br />EACH PLASTER COAT MUST BE KEPT MOIST <br />FOR A MINIMUM OF 48 HOURS PRIOR <br />TO APPLYING SUBSEQUENT COATS PER / <br />R703.6.4 <br />TWO —COAT CEMENT PLASTER APPLICATIONS: <br />7—DAY WAIT TIME BEFORE APPLYING FINISH COAT <br />THREE —COAT CEMENT PLASTER APPLICATIONS: <br />48 HOURS WAIT TIME BEFORE APPLYING FINISH CC <br />PER R703.6.5 <br />FlL) SOLID <br />W CONC. <br />N I <br />I 4 <br />R— 30 INSULATION <br />112' CEILING BOARD <br />8' X 8 PRECAST CONC. LINTEL <br />ABOVE WINDOW & DOOR OPENINGS <br />3 4' STRUDI—BOARD <br />LUED & NAILED <br />1 ::::-4 <br />— (2) 2x12 LEDGER BOARDS <br />PRE—ENGINEERED FLOOR TRUSS <br />INECT EACH PRE—ENG'R. FLOOR TRUSS <br />4' O.C. TO PERIMETER PARALLAMS W/ <br />PSON HHUS-410 HANGERS <br />—8" X 8' PRECAST CONC. UNTEL <br />ABOVE WINDOW & DOOR OPENINGS <br />SINGLE HUNG ALUM. <br />WINDOW (TYP.) <br />PRECAST CONC. THIN THRU WALL SILL <br />0 WINDOW (TYP.) <br />MARBLE SILL <br />0 <br />�— ORANGE PEEL OR KNOCK —DOWN 1 <br />w ONE COAT <br />OF PAINT ON INTERIOR WALLS <br />,--8' CONC. BLOCK WALL <br />RUNNING BOND INSTALLATION <br />--1/2' GYP. WALL BOARD ON <br />3%4' TOFF RRINSULATTIION W/ <br />BOARD — R-5.0 <br />4' CONC. SLAB 2500 psi w/ <br />6x6-10/10 W.W.M. <br />REINF. AND VAPOR BARRIER <br />O <br />I . AND COMPACTED SOIL <br />STANDARD 90' BEND <br />(3) 15 CONTINUOUS FOOTER <br />REBAR CHAIR IN FOOTING <br />2411 3' CLEAR. <br />TYPICAL WALL SECTION <br />3/4" = 1'-0" <br />1 CTA 1Q CA =A=r== <br />2' X 6' RAFTERS <br />+'2 SYP # <br />W/12d. EA. END <br />i <br />2" X 4' BLOCKING W/12d. EA. END -� <br />TO TRUSS <br />uAL1__. 'I' CONVENTIONAL IRA1 1Nr_:-; <br />SCALE - NTS. <br />6x6 10/10 W.W.M. <br />d- <br />I <br />6 MIL VAPOR BARRIER-/ <br />CLEAN, POISONED <br />AND COMPACTED <br />STANDARD 90' BEND <br />ALL CONC. BLOCK w/ DOWELS <br />TO BE FILLED SOLID w/ CONC. <br />BELOW GRADE <br />2" <br />16" 01 <br />40 <br />2x6 STUD WALL, TYPICAL @ EXTERIOR <br />GRADE <br />(2) #5 CONTINUOUS <br />n, <br />U <br />ENTRY PORCH STEM WALL FOOTING <br />3/4" = 1'-0" <br />— EXT. SIDING PER FRONT ELEVATION <br />INSTALL SIDING PER MANUF. INSTRUCTIONS <br />FLASHING <br />2x LEDGER <br />12 <br />2 1/2 / <br />(2) 2x12 PT W/ 1/2" SPACER <br />SIMPLEX BEAM HGR. MBHA 3.5x11.88 <br />SIMPLEX BEAM HGR. HUSC412TF —� <br />ona�o���� <br />0000EZ 'nyAl MEN <br />orv®OMB <br />o�oaoo <br />16 mac--mr salsa= mu■a z <br />wr-� 's•%"cemoElrm>tiiue[r-rra <br />3 �r <br />6x6 PT POST <br />PRE—ENG'R. TRUSS <br />(2) 2x12 PT W/ 1/2" SPACER <br />SIMPLEX POST CAP BC46 <br />SIMPLEX POST ANCHOR ABA66 <br />o <br />a A <br />GRADE <br />I <br />I <br />'q I <br />I <br />I <br />I <br />I <br />.a I <br />. .8. •�• do- �...�„�: <br />a N <br />a <br />30»x 30" <br />(3) #5's E. W. <br />TYPICAL SECTION @ PORCH <br />1/2" = 1'-0" <br />12 <br />SHINCsLE <br />ROOF (TYP.) <br />TRUSSES ROTATED FOR CLARITY <br />N <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />24' O.C. (TYP.) <br />META16 ANCHOR <br />EA. TRUSS <br />1�z " CxYP. BD. <br />CLG. (TYP.) <br />- P-� — '\_: VENTED ALUMN. <br />EL. i1-O' <br />1/2' GYP. BOARD <br />ON P.T. FURR. 16 " O.C. <br />O.H. DOOR <br />1 <br />6 <br />4' GONG. SLAB <br />NEW APRON <br />SLOPE 1/0" / Ft. DRIVEWAY' <br />FF.E. -0'-4° <br />a <br />X X_ X X X a X x x <br />\\777 <br />\\41\ <br />12 40 CONC. <br />12' FTG. W/ 2 - *S <br />CONT. (TYP.) <br />D3/41) <br />TYPICAL WALL SECTION @ GARAGE— 1 —0 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />THIS PLAN AND FOUND IT TO BE IN <br />COMPLIANCE WITH ASCE 7-16, & FBC 2020 <br />(7th. EDITION). <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith, M.S., P.E. <br />FLORIDA LICENSB NUMBER: 53608 <br />9909 Wallaston Drive <br />Dade City, Fl. 33525 <br />Ph. 813-469-2289 <br />Email: dwsflpeg@gmail.com <br />Plans By: <br />Larry deMontinollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 01-12-21 <br />DRAWN BY: L.B.D. <br />REVISION: DATE: <br />R01 <br />RO 2 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />5827 7th. ST. <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />BUITERFIBLD INVESTMBNTS, LLC <br />TOWNHOUSE PLAN <br />WALL SECTIONS <br />DWGS. BF-TH-001 <br />SHT. 8 OF 11 REV. 0 <br />