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PRE-ENGINEERED TRUSS 0 2'-0' O.C. (TYP.) <br />30 YR. DIMENSIONAL SH�k <br />4S ON LINE OF LOAD PATH <br />30# FELT PAPER ON 5 8 SHEATHING <br />SEE UNDERLAYMENT APPLICATION NOTE 12 <br />ON SHEET JH-S4 5 <br />SHEATHING THICKNESS PER R803.1 <br />FASTEN SHEATHING PER R803.2.3.1 <br />CONT * ALUM - - - - - - - - - - - <br />DRIP STRIP <br />6" ALUM. <br />FACIA R- 30 INSULATION <br />1 2' CEILING BOARD W/ <br />M N Yt SOFFIT f-o" XOCKDOWN CEILING <br />NOTE: POURED LINTELS <br />WILL BE 3000 psi CONIC. <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 COAT t7i <br />PER R703.6.5 H� <br />C/-) <br />Lr) n <br />ry <br />m <br />ry <br />WNONC. <br />SO,, <br />SIMPSON HETA20 <br />8' X 8' KNOCK -OUT BLOCK W/ 15 <br />CONTINUOUS REBAR <br />8' X 8' PRECAST CONC. LINTEL <br />ABOVE WINDOW & DOOR OPENINGS <br />—SINGLE HUNG ALUM. <br />WINDOW (TYP.) <br />PRECAST CONIC, THIN THRU WALL SILL <br />0 WINDOW (TYP.) <br />//:MARBLE SILL co <br />MOR NGE PEEL OR KNOCK -DON <br />NE COAT <br />OF PAINT ON INTERIOR WALLS <br />8' CONC. BLOCK WALL <br />RUNNING BOND INSTALLATION <br />Y2: GYP. WALL BOARD ON <br />/4 P.T. FURRING STRIPS W/ <br />3�,4" TUFF-R INSULATION <br />1 OARD - R-5.0 <br />4' CONC. SLAB 2500 psi wl <br />6x6-10/10 W.W.M. <br />REINF. AND VAPOR BARRIER <br />-111 1EE1 I 1=1 I M I El YLEAN POISONED <br />AND 6MPACTED SOIL <br />4 <br />STANDARD 90'BEND <br />I T <br />co <br />— 4 <br />T A �f <br />(2) #5 CONTINUOUS FOOTER <br />REBAR CHAIR IN FOOTING <br />3' CLEAR. <br />16" <br />TYPICAL WALL SECTION <br />3/4" = 1)-Ojp <br />25 )) <br />REBAR ___ LAP ___DIS_TANCE__ <br />#5 DOWEL TO MATCH \1 (1) #5 VERT. IN <br />VERTICAL REINFORCING <br />W/25" MINIMUM LAP FILL CELLS <br />ROOF VENTILATION AS PERHEADER BLOCK <br />FBCR SECTION R806 <br />CLIMATE ZONE 2A <br />4"X4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />6x6 10/10 W.W.M. MIN. OPENING = 3" <br />GRADE <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 (2) #5 CONTINUOUS <br />16" <br />LOAD BEARING STEM WALL FOOTING <br />3/4" = 11-13" <br />6x6 10/10 W.W.M. <br />6 MIL VAPOR BARR'FR-- - <br />>11 <br />CLEAN, POISONED —i Pill <br />AND COMPACTED <br />'d..4 <br />STANDARD 90-BEND <br />ALL CONC. BLOCK w/ DOWELS <br />TO BE FILLED SOLID w/ CONC. 16' <br />BELOW GRADE 70, <br />r---------------------------------------------------------- ----------------------------------- <br />I <br />CORNER CONTINUITY & WALL REINFORCEMENT <br />3/4" = 1j—O'j <br />GRAD! <br />(2) #5 CONTINUOUS <br />ENTRY/PATIO STEM WALL FOOTING <br />3/4' = 1'-0" <br />1 /1" DIA. E.B. OR TOGGLE <br />BOLTS @ 24" O.C. <br />2X4 STUDS @ 16" O.C. <br />2X4 P.T. STUD #5 VERT. IN C <br />I L CEH S 2X4 STUDS @ 16" TRS . ..... <br />HEADER BLOCK #5 DOWEL TO MATCH W/ R-11 INSUL. (MIN.) <br />VERTICAL REINFORCING 1/2" DIA. AB'S x 7" EMBED <br />LATE <br />W/25" MINIMUM LAP 2X4 P.T. P 0 48" O.0 MIN.. <br />2X4 P.T. PLATE 4"X4" INSPECTION PORT AT 6x6 10/10 W.W.M.--\ <br />6x6 10/10 W.W.M. EACH FILL CELL TYPICAL <br />MIN. OPENING 3" <br />— — — — — — - — --- — <br />4 <br />6 MIL VAPOR BARRIER <br />411 <br />GRADE <br />6 MIL VAPOR BARRIER <br />-1 CLEAN, POISONED --------- <br />AND COMPACTED <br />*00 CLEAN, POISONED (2) #5 CON'T, <br />AND COMPACTED .'7 '4�Ei I 1=1 I <br />STANDARD 90'BEND <br />ALL CONC. BLOCK w/ DOWELS (2) #5 CONTINUOUS *T <br />TO BE FILLED SOLID wl CONC. <br />BELOW GRADE <br />25 MIN. LAP <br />CONTINUITY OF FOOTING & FDN. WALL REINF. DETAIL <br />3/4" = 11-0" <br />FRAME WALL TO LOAD BEARING CMU CONNECTION <br />3/4" = l'—Oj' <br />4" 3000 PSI CONC. <br />'L <br />6x6 10/10 W.W.M. <br />> — — — — — — — — — <br />4- <br />6 MIL VAPOR BARRIER . 1— 0 .1 - <br />H <br />CLEAN, POISONED <br />AND COMPACTED <br />1211 <br />FRAME WALL TO GARAGE FLOOR STEP-DOWN <br />3/411 = 11-011 <br />MIN, OF 12" BLW UNDISTURBED SOIL. <br />GRADE <br />% <br />-1 M <br />SV <br />(2) #5 CONTINUOUS <br />MONOLITHIC FDN. DETAIL <br />3/411 = 11—O's <br />LINTEL RATINGS <br />LINTEL LENGTH <br />CLEAR SPAN <br />LINTEL p[f <br />2'-10" <br />1/-( // <br />1700 <br />3/-6// <br />21-2# <br />1700 <br />4/-0// <br />2/-81/ <br />900 <br />4/-6// <br />3-2" <br />900 <br />5/-4# <br />4/-0// <br />900 <br />5'- 10 <br />41-6// <br />900 <br />6/-6// <br />5/-2# <br />1200 <br />7/-6// <br />6/-2# <br />800 <br />8/-4// <br />7/-Ol/ <br />650 <br />9 / - 4 // <br />8f-0// <br />450 <br />10'-6" <br />9/-2// <br />350 <br />11'-4" <br />101-01, <br />450 <br />12'-0" <br />101-81, <br />400 <br />12'-6" <br />11'-2` <br />350 <br />13'-4" <br />12'- 0'/ <br />350 <br />14/-0" <br />12'-8/ <br />350 <br />14'-8" <br />13'-4" <br />350 <br />17/-4'/ <br />16/-0// <br />470 <br />19"-4" <br />181-01, <br />500 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />THIS PLAN AND FOUND IT TO BE IN <br />COMPLIANCE WITH ASCE 7_10, fii FBC 2017 <br />6TH. EDITION. <br />VV <br />N"'N 7' <br />4 <br />Aj- <br />0,36 08 <br />0 <br />0" <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smiffi P.E. <br />FLORIDA LICENSE NUMBER: 53608 <br />Plans By: <br />La deMontmollin <br />90 Country Club Lane <br />Mulberry, Fl. 33860 <br />Phone: (863)397-7525 <br />DATE: 02-15-18 <br />DRAWN BY: LE.D. <br />REVISION: <br />DATE: <br />Rr 1 <br />2/15/18 <br />Rr 2 <br />R- 3 <br />Rr 4 <br />PROJECT ADDRESS: <br />BUTTERFIELD INVESTMENTS, INC. <br />5130 20TH. ST. <br />ZEPHYRHILLS, FL 33542 <br />CONTRACTOR: <br />JOEL BAILEY <br />HOUSE PLAN <br />WALL SECTION <br />DWG, WB=5 DvVo 0 <br />X%ju <br />T —NiT—i IfiffI17,17111fl—I _7 _177-1 <br />