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ROOF VENTILATION AS PER FBCR SECTION R806 CLIMATE ZONE 2A PRE-ENGINEERED TRUSS @ 2'-0" O.C. (TYR) 30 YR, DIMENSIONAL SHINGLES ON LINE OF LOAD PATH 301 FELT PAPER ON 5/8" SHEATHING � SEE UNDERLAYMENT APPLICATION NOTE 12 i ON SHEET JH-S4 5 SHEATHING THICKNESS PER R803.1 FASTEN SHEATHING PER R803.2.3.1 CONT. ALUM. = DRIP STRIP 6" ALUM.-�` FACIA R- 30 INSULATION 1[4" CEILING BOARD W/ NNYL SOFFIT R��NOCKDOWN CEILING CD co �W - r-% _ �= z UJW - '- - SIMPSON HETA20 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 TIME BEFORE APPLYING FINISH COAT PER R703.6.5 SOLID CONC. =1 f 1=1 I 1=1 IIIIIIIIIIIIIII —III—I i I —I 15 11-III III...I REF. TABLE R403.1.2 FOR FOUNDATION FOOTING SIZE TYPICAL WALL SECTION CLEAR. IAI Wl w 3/4" = 1'-0" 8' X 8" KNOCK -OUT BLOCK W/ 15 CONTINUOUS REBAR 8" X 8' PRECAST CONC. UNTEL ABOVE WINDOW & DOOR OPENINGS SINGLE HUNG ALUM. WINDOW (TYP.) PRECAST CONC. THIN THRU WALL SILL ® WINDOW (TYP.) o i MARBLE SILL °D OR/INGE PEEL OR KNOCK -DOWN w ONE COAT OF PAINT ON INTERIOR WALLS f 8" CONC. BLOCK WALL RUNNING BOND IN 1 �2" GYP. WALL BOARD ON 3%4" P.T. FURRING STRIPS W/ 3/4" TUFF-R INSULATION 6BOARD - R-5.0 4" CONC. SLAB 2500 psi w/ I 6x6-10/10 W.W.M. REINF. AND VAPOR BARRIER � I=1 11=1 11=I i -I I I-1 I 1- -STANDARD 1 II- 90' BEND III III III III — III — I I CLEAN, POISONED _— I —III —III- AND COMPACTED SOIL II —III III -III- —111=1 I —(2) CONTINUOUS FOOTER 1 112n I I I...I I I3® R IN FOOTING 30" (4) #5 CON'T. E.W. 30"x30"xl2" DP. 30" x 30" x 12" MONOLITHIC FDN. 3/4" = 1'-0" (4) #5 E.W. 1111RTL1all ►i:I:V1NIIV CLEAN, POISONED AND COMPACTED SOIL 6 MIL VAPOR BARRIER 6x6 10/10 W.W.M. b III. 'dill) IIIIII (2) #5 CON'T. 1'-4" 4' GARAGE FLOOR STEP—DOWN 3/4" = 1'-0" 1/1' DIA. E.B. OR TOGGLE BOLTS ® 24" O.C. 2X4 STUDS @ 16" O.C. 2X4 P.T. STUD 2X4 P.T. PLATE 6x6 10/10 W.W.M-I 7__LF ICI —ICI I °d 6 MIL VAPOR BARRIER CLEAN POISONED I=1 11= I 1=1 11= AND COMPACTED -111=1 I I=111-111 #5 DOWEL TO MATCH (1) #5 VERT. IN VERTICAL REINFORCING W/25 MINIMUM LAP ALL CELLS 4"X4" INSPECTION PORT AT 6x6 10/10 W.W.M.!TjjjjEACH FILL CELL TYPICAL MIN. OPENING = 3" ° 6 MIL VAPOR BARRIER -_- 1—_— —_- CLEAN, POISONED I I =—III II I I�2 AND COMPACTED —III III=1 I I-1 11-1 I 1=1 1 I_(2) #5 CONTINUOUS STANDARD 90' BEND ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. 12" BELOW GRADE JV LOAD BEARING STEM WALL FOOTING 3/4" = 1'-O" (1) #5 VERT. IN FILL CELLS # DOWEL TO MATCH - VERTICAL REINFORCING W/25" MINIMUM LAP 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL MIN. OPENING = 3" GRADE - (2) #5 CONTINUOUS -1 1 STANDARD 90' BEND FRAME WALL TO LOAD BEARING CMU CONNECTION 3/4" = 1'-0" DRILL & EPDXY SET #5 REBAR. . I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 6TH. EDITION. W� RS�D N ®L6(MIN.) S. 1/2" DIA. AB'S x 7" EMBED 2X4 P.T. PLATE (� 48" O.0 MIN.. 6x6 10/10 W.W.M. a ° ° 4 d aric�� °°IIII I I °.6 MIL VAPOR BARRIER ;III I —I 1-1— I I I I I I- $� CLEAN, POISONED AND COMPACTED 1-1 1 1 �� i�� i �� —i�i � � (2) #5 CON T. n <o(,1. 114 �� FRAME WALL TO GARAGE FLOOR STEP—DOWN 3/4" = 1'-0" 6x6 10/10 W.W.M. 4" 3000 PSI CONC. _ _ _ _ GRADE III - 6 MIL VAPOR BARRIER — aII III III CLEAN, POISONED AND COMPACTED a 811 8ll (1) #5 CONTINUOUS FOOTING MONOLITHIC FDN. DETAIL 3/4" = 1'-0" LINTEL_ RATINGS LINTEL LENGTHCLEAR 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'-4" 12'-0" 350 14'-0" 12'-8" 350 14'-8" 13'-4" 350 17'-4" 16'-0" 470 19'-4" 18'-0" 500 PROFESSIONAL BNGII�IBBR SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICBNSB NUMBER: 53608 Plans By: Larry deMontinollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 11-15-18 DRAWN BY: L.E.D. REVISION: DATE: R-1 R- 2 R- 3 R- 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI—PLEX PLAN WALL SECTION DWG, WB-Sl REV. 0