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aV. <br />M ' <br />TABLE R803.2.2 <br />30 YR. DIMENSIONAL SH NOES ON <br />301 FELT PAPER ON 7%16 SHEATHING <br />SEE TABLE R803.2.2 FOR SHEATHING THK. <br />EXP. B, 140 mph WINDSPEED, 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-ENGs. WOOD <br />TRUSSES w 24' O.C. <br />META16 ANCHOR <br />EA. TRUSS <br />GALV. DRIP ON 2x CONT. <br />FASCIA W/ ALUM. COVER <br />(TYP.) <br />MIN. ROOF SHEATHING <br />THICKNESS <br />RAFTER/TRUSS SPACING <br />24 INCH OC <br />WNDSPEED <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 />160 mph <br />E I F <br />I E I F <br />E I F <br />EXP. B <br />RAFTER/TRUSS SG = 0.42 <br />6 <br />6 <br />6 <br />6 <br />4 <br />4 <br />RAFTER USS SG = 0.49 <br />6 <br />6 <br />16 <br />16 <br />6 <br />1 6 <br />FOR 15/32' SHEATHING THK. OR LESS FASTEN W/ ASTM <br />F-1667 RSRS-01 (2 13/8' z 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 />EL.8'-O' <br />0 <br />�o <br />CONTINUOUS VENTED <br />ALUM. SOFFIT <br />BOND BEAM <br />W/ 1 * 5 CONT. <br />1/2' STUCCO SAND FINISH <br />05 VERTICAL RE5AR IN FILLED <br />CELL (SEE PLAN) <br />8' 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 5LOCK CELLS <br />BELOW FLOOR SLA5 TO <br />\ <br />5E GROUT FILL SOLID <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 />'/2' CD. 5D. <br />CEILING (TYP.) <br />OR NGE 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' P.T. FURRING STRIPS W/ <br />3/4' TUFF-R INSULATION <br />BBOARD - R-5.0 <br />- - 4' CONC. SLA5 W/6x6 - 10x10 <br />WWF OVER 6 MIL VAPOR <br />BARRIER ON 95% MIN. <br />COMPACTED FILL <br />a <br />FINISH FLOOR EL. (0'-0') <br />FINISHED - <br />CsRADE s x a ) x x a x- X x X X X--�X—X- <br />a o <br />\\ COMPACTED <br />FILL <br />12'x2O' CONC. <br />FTG. W/ 2 - 45 12' <br />CONT. (TYP.) <br />12 <br />5 - SHINGLE <br />ROOF (TYP.) <br />17 <br />iv <br />GYP. 5D. <br />CLGs. (TYP.) <br />- ----- ------ - -- <br />1/2' GYP. 5OARD <br />ON P.T. FURR. g 16' O.C. <br />O.H. DOOR <br />4' CONC. SLA5 <br />5E CT I Oil <br />,LS, J(O <br />SCALE . 3/4' = 1' -0' <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />a 24' O.C. (TYP.) <br />META16 ANCHOR <br />EA. TRUSS <br />VENTED ALUMN. <br />1'-0' SOFFIT <br />OH. <br />EL. -1'-0' <br />0 <br />NEW APRON <br />DRIVEWAY <br />SLOPE 1/8' / FT. <br />X X X Q XXXX XX-X- <br />0 <br />\\\ \ \ \ \ \ \ <br />\\ �i <br />i\ a <br />3 6EC,T ION \\ \'\\ 12'x2O' CONC. <br />�_ro <br />SCALE : 3/4' = 1'-0' 12' FTG. W/ 2- *5 <br />CONT. (TYP.) <br />8' - <br />ASPHALT SHINGLE 30 <br />YEAR <br />PRE-ENG. WOOD <br />TRUSSES ® 24' O.G. <br />META16 ANCHOR <br />EA. TRUSS <br />GzALV. DRIP ON 2x6 <br />CONT. FASCIA W/ <br />ALUM. COVER <br />1/2' CO. 50. (TYP.) <br />CEILIW-z (TYP.) 1'a <br />OH. <br />• CONTINUOUS <br />EL. 1'-4' VENTED ALUM. <br />SOFFIT <br />1/2' GYP. 5D. ON <br />P.T. FURR. * 16' O.G. 1/2' STUCCO SAND FINISH <br />PRE -CAST LINTEL <br />O W/ w5 SOLID FILL. <br />LINTEL ELEVATION SINGLE HUNG WINDOWS <br />a0 <br />TO 5E ADJUSTED <br />FOR WINDOWS WITH <br />ARCHES. <br />CONC. SILL <br />I <br />4' GONG. SLAB <br />�a <br />F.F.E. 0' -0' <br />x x =°X' XX—xx Xx—x o x X_7� <br />o cp <br />ZIA <br />COMPACTED <br />ILL <br />12'x2O' CONC. <br />12' FTG. W/ 2 - 05 <br />CONT. (TYP.) <br />2 5E CT I ON <br />,G-(o SCALE : 3/4' = 1'-0' <br />5ECTION f=oRC�4 <br />_ SCALE 3/4' = 1' -0' <br />7I u QN atrl i <br />2' X 6' RAFTERS - <br />*2 SYP VA <br />W/126. EA. END <br />2' X 4' 5LOCKING W/12d. EA. END - <br />TO TRUSS <br />VALLEN' CONVENTIONAL PfRAMING <br />SCALE : NTS. <br />P.C. CONC. LINTEL <br />* 5 ROD <br />3/16' X 2-1/2' TAPCONS <br />TYP. * 8 X 1' SELF THRAD ING <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 />MAR5EL SILL <br />TYP. 3/16' X 2-1/2' TAPONS <br />FASTEN INTO MAS. ALL SIDE <br />P.G. CONC. SILL <br />T'* FICAL UJINDOUJ <br />SCALE : 1-1/2' = 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 />PROFBSSIONAi. ENGINEER SBAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER: 53608 <br />S <br />9909 Wallaston Drive <br />Dade City, FL 33525 <br />Ph. 813-469-2289 <br />Email: dWsfl 9 ail.c�om <br />•eeRe a I'� / <br />J3608 '" e e � <br />-;3 : A , <br />NA I. E .*,N <br />is 111110 <br />Plans By: <br />Larry deMontmollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 02-15-21 <br />DRAWN BY: I.B.D. <br />RBVISION: DATE: <br />R01 <br />RO 2 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />3855013th ST. <br />Zephyrhills, Florida 33542 <br />CONTRACTOR: <br />BUTTSRFIBLD INVBS"fMBNTS, LLC. I <br />HOUSE PLAN <br />WALL SECTIONS & DETAILS <br />DWG, BF-S1 REV. 0 <br />J <br />