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LOMANCO VENTS <br />INTAKE VENTS AS <br />REQ'D �- <br />FASCIA PER <br />SPEC <br />2x8 SUB <br />FASCIA <br />VENTED SOFFIT <br />SEE PLAN <br />SEE PLAN <br />� <br />I /, <br />NOTE: FIRE RATED <br />OVERHANG APPLIES ONLY <br />TO OVERHANGS WITHIN 5 FEET <br />OF PROPERTY LINE- SEE <br />ROOF PLAN FOR LOCATION 4 <br />SITE PLAN WHEN REQ'D <br />PAINTED CEMENTITIOUS FINISH <br />3 <br />�4 <br />yy� <br />OE <br />N <br />o� <br />J � <br />GRADE <br />�i <br />CA <br />ROOFING AND UNDERLAY IENIT <br />INSTALLED PER MANF. SPECS 4 15/32" CDX PLYWOOD OR vlb" <br />CHAPTER 9 OF THE 5TH ED. 2014 0,5.15. ATTACHED W/ Od RING <br />FBC RESIDENTIAL SHANKS (SEE SHEATHING DETAIL <br />INSULATION BAFFLE ON SHT SO PROVIDE "H" CLIPS <br />FOR NON -SEALED BETWEEN EA. TRUSS • ALL <br />ATTICS HORIZONTAL JOINTS- SEE SHINGLE <br />MFG SPECS FOR ADDITIONAL INFO <br />WD. TRUSS INSULATION TYPE 4 R-VALUE W/ <br />VAPOR BARRIER PER ENERGY <br />CALLS. INSUL. <br />NOT TO ENCROACH INTO SOFFIT, <br />FIRE BLOCKING <br />PER FBC R302.11 <br />1/2" CD <br />METAL STRAP 0 EACH <br />TRUSS- TYPICAL <br />(1) COURSE BOND BEAM w/ (1) <br />45 CONT W/ 10" HOOK a TOP 4 <br />FILLED SOLID <br />8" BLOCK - TYPE "S" <br />OR "M" MORTAR <br />5♦ VERT. IN CONC. <br />GROUTED BLOCK CELL - <br />FLOOR TO BOND BEAM <br />1/2" G.W.B. w/ PAINTED <br />FIN. OVER TREATED WD. <br />FURRING STRIPS I6" oz. <br />INSULATION PER <br />ENERGY CALCS. <br />BASE <br />FLOORING MATERIAL <br />F1BER MESH <br />CODE COMPLIANCE VERIFICATION: <br />WOOLF AND ASSOCIATES ATTESTS THAT TO THE BEST <br />OF OUR KNOWLEDGE AND BEL IEF THAT: <br />THE CODES LISTED BELOW ARE LEGALLY ADOPTED <br />REQUIREMENTS GOVERNING THE WORK DESCRIBED BY THESE <br />PLANS AND SPECIFICATIONS AND THE WORK DESCRIBED <br />HEREIN TO THE BEST OF OUR KNOWLEDGE AND BELIEF HAS BEEN <br />DESIGNED IN FULL COMPLIANCE WITH THESE CODES AND <br />INTERPRETATIONS. <br />BUILDING CODE: FLORIDA BUILDING CODE RESIDENTIAL, 5TH ED. (2014) <br />FLORIDA BUILDING CODES, BUILDING 5TH ED. (2014) <br />FIRE CODE: FLORIDA FIRE PREVENTION CODE 2012 <br />ACCESSIBILITY FLORIDA BUILDING CODE, BUILDING 5TH ED. (2014) <br />ENERGY CODE : FLORIDA BUILDING CODE, BUILDING 5TH ED. (2014) <br />SECTION R302.10U: INCLUDING EXTERIOR WALLS/OVERHANGS <br />SEPARATED BY LESS THAN FIVE(5) FEET SHALL <br />HAVE NOT LESS THAN ONE HOUR FIRE RESISTIVE <br />RATING WITH EXPOSURE ON BOTH SIDES <br />WIND DE516N <br />a ULTIMATE WIND SPEED 145 MPH <br />IMPORTANCE FACTOR 1.0 <br />EXPOSURE C <br />RISK CATEGORY 11 <br />FINISH FLOOR <br />a < -Y ELEV. <br />• - `r MIN. FLD. ELEV. <br />• I 1=1 11= I I -III -1 <br />a _ <br />• I I I-111-1 <br />I: t: I I=1 I I <br />6 MIL POLYETHYLENE VAPOR BARRIER <br />Y <br />26% COMPACTED FILL <br />REIIJFORCING STEEL PER <br />PLAN 4 FTG SCHEDULE <br />05 DOWEL w/ 10" HOOK <br />SEE PLAN 4 <br />FTG SCHEDULE <br />TYP I GAL. WALL SECTION 3/4"•1' WHEN BOX IS IN SQ. <br />DEPRESS SLAB 5- <br />PAST OPENING x 14 <br />FRONT TO BACK <br />—BLOCK <br />WALL <br />SLOPE PER PLAN <br />(2) 50 CONT <br />METHOD OF DESIGN FBC RESIDENTIAL 5TH ED. (2014) R301 <br />FBC 5TH ED. (2014) 1609 <br />MEAN ROOF HEIGHT 14'-6"* <br />INTERNAL PRESSURE COEFFICIENT 0.18 ENCLOSED MAIN BUILDING <br />71:PU55 DESIGN 0s5 LANAI AND ENTRY <br />T.CLL. <br />40 P.S.P. <br />T C DL. <br />10 P.S.P. <br />B CDL. <br />5 PSF. <br />TOTAL 55 PSF. <br />• 10 PSr-. B.C.L.L. TO BE RAJ NON -CONCURRENTLY <br />NOTE 1: PROVIDE CONTROL JOINTS PER ACI 2243R PROVIDE A <br />TOOLED JOINT WHEN FINISHING THE SLAB IN A STRAIGHT LINE OR <br />SAW CUT SLAB WHILE CONCRETE IS STILL GREEN. THE MINIMUM <br />DEPTH OF THE CONTROL JOINT SHALL BE 25% OF THE SLAB <br />SLAB RECESS + THICKNESS. LOCATE JOINTS APPROX 10' O.G. EACH WAY. JOINTS TO <br />GARAGE DOOR EXTEND TO OUTSIDE WALL OR SLAB STEP. LOCATE AT LEAST ONE <br />JOINT TO INTERSECT EACH INSIDE CORNER SLAB STEPS OR <br />EXTERIOR WALLS. JOINTS TO AVOID RECESSED SHOWERS <br />ALL EXTERIOR MASONRY WALLS <br />WITH JAM STEEL ACT AS SHEAR <br />WALLS/PIERS ACCORDING TO <br />RELATIVE RIGIDITY <br />C <br />'� ® ■ WOOD STUD 15EARNG WALL <br />GARAGE RECE55 DETAIL <br />A SCALE : N.T.S. <br />�(I) 50 CONT. VERIFY FINISH FLOOR OF SHOWER <br />la A MiN. FLP ELEVAT KJN <br />X_ <br />4" 8" <br />FOOTING ® SHOWER <br />SCALE : N.T.S. <br />FRAME WALL w/ PT <br />BOTTOM PLATE <br />• Y <br />5z T <br />................................. :t S LAN <br />I I Mil 71MI I I <br />I, , I Mi I I-1' <br />8Y <br />GARAGE WD WALL NON—BR6 <br />G SCALE . <br />---------------? - LVL/GIRDER <br />------------- <br />= STRUCTURAL WOOD COLUMN <br />Old <br />FOOTING SCHWULE «" - FOOTING WIDTH <br />INTO • FOOTING DEPTH <br />SYMBOL <br />SIZE <br />REINF. <br />GDMNENTS <br />FI <br />16"W x 20"D MONO <br />(2)" CONT. <br />TYP. FOOTING <br />F� <br />20"W x 20Y D MONO <br />(2)'50 CONT. <br />FRONT GARAGE WALL <br />FOOTING UN:D. <br />Oib"W <br />x 12"D INTEGRAL. <br />(2) 45# CONT. <br />TYP. FOOTING <br />5♦ BAR NOT REQUIRED AT <br />F4 <br />8"W x 8"D THICKEN EDGE <br />(1) 5t CONT. <br />WOOD WALL LOCATIONS IN <br />GARAGE <br />O16 <br />"W x 16 "D MONO <br />(2) 45+ CONT. <br />DROP PAD FTGS AS REQ'D TO <br />F6 <br />24w x 24"LU x 12"D PAD <br />(3)05♦ EA. WAY <br />MAINTAIN 4" OF SOIL <br />COVERAGE OVER TOP OF FTC. <br />SHOWN ABOVE MEET T14E REQUIP61DUO <br />CODE- EXTEND DEPTHS AS REQ'D TO MEET MUNICIPAL <br />OF T14E FLORIDA 15UILDIN <br />LAND DEVELOPMENT CODES <br />NOTE: MANATEE COUNTY REQUIRES THAT ALL FNISHED FLOORS BE 8" ABOVE <br />ADJACENT GRADE, EXTEND ALL PERIMETER FOOTINGS TO BE 20" DEEP MINIMUM <br />i <br />TERMITE PROTECTION TO BE USED: <br />BORA-CARE TERMITICIDE <br />SUBTERRANEAN TERMITE PRETREATMENT ONLY <br />APPLIED TO Gi?OLND FLOOR WOOD SURFACES. <br />THIS TREATMENT SERVES AS A PRIMARY <br />TREATMENT TO PREVENT SUBTERRANEAN <br />TERMITES. PRETREATMENT TO BE PERFOFrED <br />AT A POINT DURING THE CONSTRUCTION <br />PROCESS AFTER THE "DRIED -IN" STATE WHEN <br />ALL STRUCTURAL WOOD AND SWEATING IS IN <br />PLACE, YET PRIOR TO INSTALLATION OF <br />INSULATION AND WALL COVERINGS TREATMENT <br />IS PURSUANT TO FLORIDA STATUTES AND <br />FLORIDA BUILDING CODE. <br />INDICATES GROUTED BLOCK CELL <br />- W/ I-f5+ CONTINUOUS VERTICAL <br />REBAR FROM FOOTING TO BOND <br />BEAM (TYP) <br />Att W <br />PRE <br />O <br />Nq RV A"r+h� �M^I <br />CITY C�tit H <br />OF�EPHY%�Hi��� , AND <br />o <br />M <br />uj <br />a zfn <br />= ,� <br />M N <br />z oaf <br />of <br />a�ceCO <br />�Wo�o <br />Z U. <br />z00 <br />M <br />c ra a <br />V d v <br />f <br />W Jug <br />3 <br />o <br />0 <br />�r <br />trP00ZpV yy <br />W QI'�,.QSa =aq J 2t <br />gjx6Rs0zFdaz <br />W W O MEN; s W. J 0 10 <br />0 N <br />F� Z�M� y� y QQQQ J Q <br />p�0-7J>w <br />3wvwcoy3WFZu_ OU <br />eJOJQYIO"1wR000 <br />ulwo[ODDZQJ=UCLZQUZ W" <br />0Lu QU0.:"?z. ZidOgq t(y <br />u. <br />[L <br />Lc <br />J <br />O <br />w <br />W Q <br />o = <br />U <br />oR011ygNC'es c� U- <br />o <br />REVIEW DATE ® <br />� <br />R�� I)CITYOFZEfH�HILLS csRLAN EXAMINE � N � v <br />=Sao- <br />a <br />W <br />r—O U I `D A T I O I` FLAN E L E VA T I ON 'A' 1�"51'!0" WHEN BOX IS 1" SQ. <br />1/8°•1'-0" WHEN SOX IS 1/2" S <br />ASSUMED SOIL BEARING CAPACITY IS 2000 PSF. NOTIFY ENGINEER IF UNSUITABLE OR UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED. <br />ENTRY SLAB NOTE: ELEVATION OF ENTRY SLAB (-) 1-1/2" FFF. ELEVATION CAN BE NO MORE THAN 1-1/2" BELOW TOP OF EGRESS DOOR THRESHOLD. FIELD VERIFY. <br />DRAWING INDEX <br />Al <br />FOUNDATION PLAN <br />A2 <br />FLOOR PLAN <br />A3 <br />ELEVATIONS <br />A4 <br />ROOF 4 BEAM PLAN <br />E1 <br />ELECTRICAL PLAN <br />61 <br />STRUCTURAL DETAILS <br />S2 <br />STRUCTURAL DETAILS <br />S3 <br />STRUCTURAL DETAILS <br />IF BOX IS 1" SQ THEN <br />SCALE OF DRAWING <br />IS: 1/4"-1' -0". <br />IF BOX IS 1/2" Sa THEN <br />SCALE OF DRAWING <br />IL <br />N <br />� <br />� <br />N <br />O <br />W <br />r <br />�t <br />W <br />z_ <br />N <br />IL <br />NIN <br />In <br />iL <br />o <br />O <br />6O <br />Lu <br />O <br />91 <br />- <br />V_ <br />O <br />v <br />Q <br />CS- <br />Lu <br />ISSUED FOR PERMIT <br />12-IS-16 <br />VERSION: 2015-4 <br />12-19-16 <br />JOB 1fo1609 <br />COPYRIGHT 2015 <br />LENNAR HOMES <br />