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11 II IV 1 111'11 1111 1 _1 1 1 1 _ _ 111 <br />_ 1 — — I - _1-- 11 1_ <br />ROOF VENTILATION AS PER <br />FBCR SECTION R806 <br />CLIMATE ZONE 2A <br />PRE-ENGINEERED TRUSS ® 2'4 O.C. (TYP.) <br />30 YR. DIMENSIONAL SN,qS ON LINE OF LOAD PATH <br />30# FELT PAPER ON 5%8 SHEATHING <br />SEE UNDERLAYMENT APPLICATION NOTE 12 i <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 />X CEILING BOARD W/ <br />VINYL SOFFIT KNOCKDOWN CEILING <br />1-0" <br />NOTE: POURED LINTELS <br />WILL BE 3000 psi CONC. — <br />PLASTERING WITH PORTLAND CEMENT <br />PIASTER 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 <br />PER R703.6.5 - - --_ <br />I SOLID <br />W CONC. <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 />® WINDOW (TYP.) o <br />I <br />MARBLE SILL 00 <br />0 GE PEEL OR KNOCK -DOWN <br />w ONE COAT <br />OF PAINT ON INTERIOR WALLS <br />8' CONC. BLOCK WALL <br />RUNNING BOND INSTALLATION <br />1 �2' GYP. WALL BOARD ON <br />P.T. FURRING STRIPS W/ <br />VTUFF-R INSULATION <br />ARD - R-5.0 <br />4' CONC. SLAB 2500 psi w/ <br />6x6-10/10 W.W.M. <br />REINF. AND VAPOR BARRIER <br />-------- <br />iI I=1 11=1 11=i <br />—I�1-1�I-1�I. � <br />— STANDARD 90' BEND <br />III III III <br />i I—III-1 I I III—III—i I CLEAN POISONED <br />_ I = — I —III —III= AND COMPACTED SOIL <br />I —I I I —I I I I I I —I I III -III- <br />—I I I —I I I —I I I —I I I —I I —(2) 15 CONTINUOUS FOOTER <br />-III III ...11112„„III ... I I I3®�E RIAIR IN FOOTING <br />op <br />REF. TABLE R403.1.2 FOR <br />FOUNDATION FOOTING SIZE <br />TYPICAL WALL SECTION <br />3/4" = 1'-0" <br />0 <br />30" <br />11 <br />(4) #5 CON'T. E.W. <br />30"x3O"x12" DP. <br />30" x 30" x 12" MONOLITHIC FDN. <br />3/411 = 1'-0" <br />(4) #5 E.W. <br />6x6 10/10 W.W.M. - <br />° A. e <br />III— <br />III—III II <br />I I I- <br />1'-4" 4' <br />GARAGE FLOOR STEP—DOWN <br />3/4" = 1'-0" <br />6 MIL VAPOR BARRIER <br />CLEAN, POISONED <br />AND COMPACTED SOIL <br />6 MIL VAPOR BARRIER <br />�I <br />—I' o <br />:III <br />= (2) #5 CON'T. <br />1/4" DIA. E.B. OR TOGGLE <br />BOLTS @ 24" O.C. <br />2X4 STUDS @ 16" O.C. <br />20 P.T. STUD <br />20 P.T. PLATE d <br />6x6 10/10 W.W.M. <br />III —III — II <br />6 MIL VAPOR BARRIER <br />mImiII a <br />(1) #5 VERT. IN <br />FILL CELLS 2X4 STUDS 016" CTRS. <br />R DOWEL TO MATCH W/ R-11 INSUL (MIN.) <br />- VERTICAL REINFORCING <br />W/25" MINIMUM LAP 2X4 P.T. PLATE <br />4"X4"INSPECTION PORT AT 6x6 10/10 W.W.M. <br />EACH FILL CELL TYPICAL <br />MIN. OPENING = 3" <br />GRADE00 <br />_ <br />—III—I <br />6 MIL VAPOR BARRIER I=1 1= <br />III —III —I 1- CLEAN, POISONED —I I- <br />I II I 1=III— AND COMPACTED i <br />CLEAN, POISONED <br />AND COMPACTED -III H TEE =) I I 11= (2) #5 CONTINUOUS <br />-III. I III I,, -11 <br />STANDARD 90' BEND <br />FRAME WALL TO LOAD BEARING CMU CONNECTION <br />3/4" = 1'-0" <br />1/2" DIA. AB'S x 7" EMBED <br />48" O.0 MIN.. <br />—III—III— o <br />v <br />`III' iii .11 ...II — <br />8" 1'-4' 4" <br />(2) #5 CON'T. <br />d- <br />I <br />FRAME WALL TO GARAGE FLOOR STEP—DOWN <br />3/411 = 1'-0" <br />6x6 10/10 W.W.M. <br />#5 DOWEL TO MATCH (1) #5 VERT. IN <br />VERTICAL REINFORCING <br />W/25" MINIMUM LAP FILL CELLS <br />4" 3000 PSI CONC. GRADE <br />------a <br />4"X4" INSPECTION PORT AT I a <br />6x6 10/10 W.W.M. EACH FILL CELL TYPICAL z _ <br />MIN. OPENING = 3" a • <br />... f . ° 6 MIL VAPOR BARRIER!! <br />— ° <br />— ° — =1� <br />II —II d I —III —III <br />6 MIL VAPOR BARRIER I — _ _ = I CLEAN, POISONED I ' <br />= AND COMPACTED a <br />CLEAN, POISONED (i2 <br />) #5 CONTINUOUS 8(1) #5 CONTINUOUS <br />AND COMPACTED 81STANDARD 90' BEND 01 <br />ALL CONC. BLOCK w/ DOWELS <br />TO BE FILLED SOLID w/ CONC. 12" <br />BELOW GRADE <br />LOAD BEARING STEM WALL FOOTING <br />3/411 = 1'-0" <br />DRILL & EPDXY SET #5 <br />REBAR. <br />FOOTING <br />MONOLITHIC FDN. DETAIL <br />3/4" = 1'-0$' <br />LINTEL RATINGS <br />LINTEL LENGTH <br />CLEAR SPAN <br />LINTEL plf <br />2'-10" <br />1'-6" <br />1700 <br />3'-6" <br />2'-2" <br />1700 <br />4'-0" <br />2'-8" <br />900 <br />4'-6" <br />3'-2" <br />900 <br />5'-4" <br />4'-0" <br />900 <br />5'-10" <br />4'-6" <br />900 <br />6'-6" <br />5'-2" <br />1200 <br />7'-6" <br />6'-2" <br />800 <br />8'-4" <br />7'-0" <br />650 <br />9'-4" <br />8'-0" <br />450 <br />10'-6" <br />9'-2" <br />350 <br />11'-4" <br />10'-0" <br />450 <br />12'-0" <br />10'-8" <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 />18'-0" <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, & FBC 2017 <br />6TH. EDITION. <br />N%111 11�1/d <br />L_ T G IV t1l <br />E Nij`� n•�Ll� ��0 <br />�� <br />ewo <br />No.S300 <br />. p <br />'A L /L <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICBNSB NUMBER 53608 <br />Plans By: <br />Larry deMontmollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 11-15-18 <br />DRAWN BY: L.E.D. <br />REVISION: DATE: <br />R-1 <br />R- 2 <br />R- 3 <br />R- 4 <br />PROJECT ADDRESS: <br />BUTTERFIELD INVESTMENTS, INC. <br />COURT ST. <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />JOEL BAILEY <br />TRI-PLEX PLAN <br />WALL SECTION <br />DWG, WB-S1 REV. 0 <br />