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PRE-ENGINEERED TRUSS 0 2'-0' O.C. (TYP.) 30 YR. DIMENSIONAL SH ISLES ON LINE OF LOAD PATH 30 FELT PAPER ON 5%8- SHEATHING / SE UNDERLAYMENT APPLICATION NOTE 12 ON SHEET &I-S4 5 SHEATHING TH NESS PER R8011 � FASTEN SHEATHING PER R803.2.3.1 CONT. ALUM. = AAAAAAAAf�AAAAAA DRIP STRIP FACAPIIUM.�� f R- 30 INSULATION 1 2' CEILING BOARD W/ VINYL SOFFIT WW CEILING 1-0 NOTE POURED LINTELS WILL BE 3000 psi CONC. PLASTERING WITH PORTLAND CEMENT PLASTER IN ACCORDANCE WITH R703.6.2 MIN. THK. = 1/2' EACH PLASTER COAT MUST BE KEPT MOIST FOR A MINIMUM OF 48 HOURS PRIOR TO APPLYING SUBSEQUENT COATS PER R703.6.4 TWO -COAT CEMENT PLASTER APPLICATIONS: 7-DAY WAIT TIME BEFORE APPLYING FINISH COAT THREE -COAT CEMENT PLASTER APPLICATIONS: 48 HOURS WAIT TINE BEFORE APPLYING FINISH COAT PER R703.6.5 I SOLID W CONC. SIMPSON HETA20 8' X 8' KNOCK -OUT BLOC( W/ #5 CONTINUOUS REBAR 8' X 8' PRECAST CONC. LINTEL ABOVE WINDOW & DOOR OPENINGS SINGLE HUNG ALUM. WNDOW (TYP.) PRECAST CONC. THIN THRU WALL SILL 0 WINDOW (TYP.) b MARBLE SILL O° NGE PEEL OR KNOCK -DOWN w ONE COAT OF PAINT ON INTERIOR WALLS 8' CONC. BLOCK WALL RUNNING BOND INSTALLATION 1 2' GYP. WALL BOARD ON 3%4' P.T. FURRING STRIPS W/ 3/4' TUFF-R INSULATION BBOOARD - R-5.0 4' CONC. SLAB 2500 psi w/ 6x6-10/10 W.W.M. REINF. AID VAPOR BARRIER 5 DOWEL TO MATCH (1) 15 VERT. IN 1/4' DIA. E.B. OR TOGGLE BOLTS 0 241 O.C. VERTICAL REINFORCING W/25' MINIMUM LAP ALL CELLS 2X4 STUDS 016" O.C. ROOF VENTILATION AS PERHEADER BLOCK 2X4 P.T. STUD �IL)CELVERT. IN I FBCR SECTION R806 HEADER BLOCK DOWEL MATCH LTICAL CLIMATE ZONE 2A 4'X4' INSPECTION PORT AT EI REINFORCING EACH ALL CELL TYPICAL 2X4 P.T. PLATE e W/25' MINIMUM LAP 6x6 10/10 W.W.M. MIN. OPENING = 3 4 X4 INSPECTION PORT AT 6x6 10/10 W.W.M. EACH ALL CELL TYPICAL -a—'--- — a------ Q I MIN. OPENING = 3 —III GRADE I —III—I — - — — 6 MIL VAPOR BARRIER I=1 I °" CLEAN, POISONED .. _ _ = �—I I I I I —III —III ; GRADE AND COMPACTED 111. I 6 MIL VAPOR BARRIER . STANDARD 90' BEND ° a a :� ( I I �• v. CLEAN, POISONED ; I I I= AND COMPACTED III —I I I— ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLD w/ CONC. _ STANDARD 90' BEND 1 � ,.1 I I BELOW GRADE (2) 15 CONTINUOUS ALL CONC. / DOWELS BLOCK w TO BE FILLED SOLID w/ CONC. (2) #5 CONTINUOUS 16' BELOW GRADE LOAD BEARING STEM WALL FOOTING 3/4" = 1'-0" 6x6 10/10 W.W.M. EIII-T�III-III=III �- 111=1 11=1 I I —III=► � I —I 1=1 11=1 11=.I 11=1 I=11 I —I I I —I 11=1 I [=—,.I 'Lm POISONED T a -- -- -- v-- 1=I�- i I=1 I I=1 I I I I I; , I AND COMPACTED SOIL ,— _ _ _ - — — GRADE —IIEd I II III Ili II STANDARD 90' BEND 6 MIL VAPOR BARRIER -Il a...�..�. II�� 1�1=111 :I ffl=ffl=l�l �I�I-- CLEAN, POISONED (2) 15 CONTINUOUS FOOTER AND COMPACTED 1 I i •1-4 — REBAR CHAIR IN FOOTING ° I = , ao 3' CLEAR. STANDARD 90' BEND I °' 16' ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. BELOW GRADE 16• (2) 15 CONTINUOUS DTYPI CAL WALL SECTION 3/4" = 1'-0" 5 ENTRY PATIO STEM WALL FOOTING L7 n N Q J IY m w IY 25" REBAR LAP DISTANCE CORNER CONTINUITY & WALL REINFORCEMENT 3/4" = 1'-0" 25" MIN. LAP I I I I I II II I (1) #5 DOWEL IN CORNER II I 25" MIN. LAP ----------------------------------------- I 1) #5 DOWEL J CORNER FRAME WALL TO LOAD BEARING CMU CONNECTION 3/4" = 1'-0" 6x6 10/10 W.W.M. 4" 3000 PSI CONC. —III1, 11 6 MIL VAPOR BARRIER —,III • —I I CLEAN, POISONED AND COMPACTED CONTINUITY OF FOOTING & FDN. WALL REINF. DETAIL 3/4" = 1'-0" 1211 2X4 STUDS 0 16' CTRS. W/ R-11 INSUL (MIN.) 2X4 P.T. PLATE 6x6 10/10 W.W.M. a v 6 MIL VAPOR BARRIER ca I I=1 1= CLEAN, POISONEDAND COMPACTED I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 6TH. EDITION. '-' 1/2" DIA. AB'S x 7' EMBED 0 48' O.0 MIN.. ♦ebce + III —III _ __ 4 P. LICE 'i a : —III—III— o _� ,� :' �cF • . I S-r .� -I I I i—I I I I —III (2)5 CON'T. '�'�t'I i601i I ,.••`• ®�' b•ii i Sib• �( L Et-1 8' 1'-4' 4' ! 1 ! FRAME WALL TO GARAGE FLOOR STEP—DOWN 3/4" = 1'-0" MIN. OF 12" BLW UNDISTURBED SOIL. %4;)I GRADE a (2) #5 CONTINUOUS MONOLITHIC FDN. - DETAIL 3/4" = 1'-0" LINTEL RATINGS LINTEL LENGTH CLEAR SPAN LINTEL plf 2'-10" 1'-6" 1700 3'-6" 2'-2" 1700 4'-0" 2'-8" 900 4'-6" 3'-2" 900 5'-4" 4'-0" 900 5'-10" 4'-6" 900 6'-6" 5'-2" 1200 7'-6" 6'-2" 800 8'-4" 7'-0" 650 9'-4" 8'-0" 450 10'-6" 9'-2" 350 11'-4" 10'-0" 450 12'-0" 10'-8" 400 12'-6" 11'-2" 350 13'-4M 12'-0" 350 14'-0" 12'-8" 350 14'-8" 13'-4" 350 17'-4M 16'-0" 470 19'-4" 18'-0" 500 ar pxoFsssIoxai. E34cnNEERsssni. ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: Larry deMontmoll'n 90 countiyaub Lane MulbeT9, FL 33860 PLone:(863)397-7525 DATE: 02-15-18 DRAWN BY: LED. REVISION: DATE: R 1 2/15/18 R2 R- 3 R4 PROTECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 5023 SUMMER HILL DR ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN WALL SECTION DWG. 2WB=S REV. 0 mm� m�