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TABLE R803.2.2 <br />MIN. ROOF SHEATHING <br />THICKNESS <br />RAFTER/TRUSS SPACING <br />241NCHOC <br />WINDSPEED <br />140mph <br />150mh <br />160mh <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 />1150 mph <br />160 mph <br />E I F <br />I E I F <br />E I F <br />EXP. B <br />RAFTERMUSS SG = 0.42 <br />1 6 <br />1 6 <br />1 6 <br />1 6 <br />4 <br />4 <br />RAFTER/TRUSS SG = 0.49 <br />1 6 <br />16 <br />16 <br />16 <br />6 <br />6 <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 />PLASTERING WITH PORTLAND CEMENT <br />PLASTER IN ACCORDANCE WITH <br />R702.1 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 COAT <br />PER R703.7.2 <br />F.F.E. -0'-4 <br />30 YR. DIMENSIONAL SH NGLES ON <br />30# FELT PAPER ON 7 16" SHEATHING <br />SEE TABLE R803.2.2 FOR SHEATHING THK. <br />EXP, B, 140 mph WNDSPEED, PER <br />ASCE 7-16. <br />FASTEN SHEATHING PER R803.3.1 <br />UNDERLAYMENT APPLICATION OPTIONS 1,2,3 <br />FOR ASPHALT, METAL, & MINERAL SURFACED <br />TYPE ROOF COVERINGS. <br />PRE-ENG. WOOD <br />TRUSSES ,@ 24' O.G. <br />METAI& ANCHOR - <br />EA. TRUSS <br />GALV. DRIP ON 2x CONT. <br />FASCIA W/ ALUM. COVER <br />(TYP.) <br />CONTINUOUS VENTED ' <br />ALUM. SOFFIT <br />BOND BEAM <br />W/ I * 5 CONT. <br />1/2' STUCCO SAND FINISH <br />*5 VERTICAL REBAR IN FILLED <br />CELL (SEE PLAN) <br />S' CMU WALL <br />* 5 DOWEL W/STD HOOK 10' L. <br />25' LAP MIN. W/WALL REINF. <br />4'x4' INSPECTION PORT <br />AT EA. FILLED CELL <br />ALL BLOOD CELLS <br />BELOW FLOOR SLAB TO <br />BE GROUT FILL SOLID <br />12 <br />12 <br />5 <br />ROOF VENTILATION AS PER <br />FBCR SECTION R806 <br />CLIMATE ZONE 2A <br />(SEE CALCULATIONS) <br />�R-30 ROOF INSUL. <br />(TYP.) <br />viz " CD. BD. <br />CEILING (TYP.) <br />ORANGE PEEL OR KNOCK -DOWN <br />w/ ONE COAT <br />OF PAINT ON INTERIOR WALLS <br />8" CONC. BLOCK WALL <br />PER ASTM C-90 W/ TYPE M OR S <br />RUNNING BOND INSTALLATION <br />1/2" GYP. WALL BOARD ON <br />3/4" T FFFR NSULATISTRONS W/ <br />BOARD - R-5.0 <br />4' CONC. SLAB W/&x& - 10x10 <br />WWF OVER & MIL VAPOR <br />BARRIER ON 95ro MIN. <br />COMPACTED FILL <br />FINISH FLOOR EL. (0'-0') <br />FINISHED a a_ x X X X X X <br />GRADE � a <br />\ 4 a <br />\\ COMPACTED <br />FILL <br />12 "x2O' CONC. <br />FTG. W/ 2- *5 12' <br />CONT. (TYP.) 11 <br />SECTION <br />SCALE : 3/4' = 1' - 0' <br />SHINGLE <br />ROOF (TYP.) <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />2.4' O.C. (TYP.) <br />METAI& ANCHOR <br />EA. TRUSS <br />-VENTED ALUMN. <br />SOFFIT <br />EL. 1' -0' <br />NEW APRON <br />DRIVEWAY <br />IE <br />'iz' CD. BD. <br />CEILING (TYP.) <br />EL. <br />1/2' GYP. BD, ON <br />P.T. FURR. m 16' O.G. <br />PRE -CAST LINTEL <br />W/ *S SOLID FILL. <br />LINTEL ELEVATION <br />TO BE ADJUSTED <br />FOR WINDOWS WITH <br />ARCHES. <br />ASPHALT SHINGLE 30 <br />YEAR <br />PRE-ENCs. WOOD <br />TRUSSES a 24' O.C. <br />METAI& ANCHOR <br />EA. TRUSS <br />GzALV. DRIP ON 2x& <br />CONT. FASCIA W/ <br />ALUM. COVER <br />I' -O' (TYP'.) <br />OH. <br />•.. CONTINUOUS <br />VENTED ALUM. <br />SOFFIT <br />1/2' STUCCO SAND FINISH <br />SINGLE HUNG WINDOWS <br />CONC. SILL <br />�I <br />4' CONC. SLAB <br />I° <br />a <br />XX p X JC_____X p <br />COMPACTED <br />ILL <br />12'x2O' CONC. <br />12' FTG. W/ 2 - S <br />CONT. (TYP.) <br />2 SECTION <br />,d,-(o SCALE : 3/4' = V-0' <br />8'- 0 <br />SECTION f=O1RCH <br />SCALE 3/4' = V-0' <br />1 <br />1 <br />2" X S' RIDGE <br />*2 TYP. <br />I CtA In to =A=r=a <br />2" X &' RAFTERS- IXI VV <br />*25YP �� �� <br />W/126. EA. END <br />2' X 4" BLOCKING W/126. EA. END <br />TO TRUSS <br />V,4LL "� CONVENTIONAL FfRAt-IINC� <br />SCALE : NTS. <br />P.C. CONC. LINTEL <br />* 5 ROD <br />3/1&' X 2-1/2' TAPCONS <br />TYP. * 8 X 1" SELF THRADING <br />PHILLIS PAN -HEAD CADIMINI. <br />PLATED SCREWS 24' O/C MA <br />ALL SIDES <br />SINGAL HUNG <br />ALUM. WINDOW <br />CONT. CAULKING <br />MARBEL SILL <br />TYP. 3/1&' X 2-1/2' TAPONS <br />FASTEN INTO MAS. ALL SIDES <br />P.C. CONC. SILL <br />T*Ti=l I CAL LU IN1-) 0LU <br />SCALE 1-11/2' = V-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 P.E. <br />FLORIDA LICENSE NUMBER 53608 <br />9909 Wallaston Drive <br />Dade City, FL 33525 <br />Ph. 813-469-2289 <br />Email: Tpe ail-com <br />�A <br />0- 53 38 J <br />liIII11% <br />Plans By: <br />Larry deMontinollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 02-15-21 <br />DRAWN BY: 4E.D. <br />REVISION: DATE: <br />R01 <br />RO 2 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />3855213th. ST. <br />Zephyrhills, Florida 33542 <br />CONTRACTOR: <br />BUTTERFIELD INVESTMENTS, LLC. <br />HOUSE PLAN <br />WALL SECTIONS & DETAILS <br />SECTION �\ <br />SCALE : 3/4' = V-0" <br />\�12'x2O' CONC. <br />FTG. W/ 2 - *5 <br />CONT. (TYP.) <br />DWG. BF-S1 REV. 0 <br />