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m <br />N NARam <br />LENNAR TAMPA DIVSION <br />4600 W CYPRESS ST, SUITE 200 <br />TAMPA, FL 33607 <br />813.574.5700 <br />2386 GARFIELD <br />Version Chanaes <br />I Ver. #: DescrOtion of Chanqes I <br />CLIENT COMMENTS -ADDED LED LIGHT TO <br />FOYER CEILING <br />REVIEW r)ATF <br />CITY OF <br />PLAN EXAW*EkLL� <br />ALL WORK SHALL COMPLY WITH <br />PREVAILING CODES <br />FLORIDA BUILDING CODE, <br />NATIONAL ELECTRIC CODE, AND <br />CITY OF ZEPHYRHILLS ORDINANCES <br />clk)v� <br />GENERAL NOTES: <br />THE FOLLOWING TECHINCAL CODES <br />SHALL APPLY: <br />5TH EDITION (2014) FLORIDA BUILDING CODE, PLUMBING, <br />MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, <br />ACCESSIBILITY, AND 200B <br />NATIONAL ELECTRICAL CODES <br />5TH EDITION (2014) FBC PLUMBING SECTION 604 <br />1. TANK TYPE WATER CLOSET VOLUME <br />1.6 GALLONS <br />2. WATER - FLOW RATE. <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SHOWER HEADS 2.5 G.P.M. <br />3. ALL PLUMBING WATER LINES <br />TO BE CPVC <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE <br />DUE TO JOBSITE CONDITIONS <br />THE FOLLOWING SHALL COMPLY WITH THE 5TH EDITION <br />(2014) FBC RESIDENTIAL CODE <br />PORCHES AND BALCONIES <br />CHAP. 3 <br />HANDRAILS - CHAP. 3 <br />GUARDRAILS - CHAP. 3 <br />D STAIRS - CHAP. 3 <br />CHIMNEY & FIREPLACE <br />CHAP. 10 <br />EGRESS WINDOWS <br />CHAP. 3 <br />4. ALL OPENINGS SHALL COMPLY WITH STH EDITION <br />(2014) FBC WIND LOADS AS STATED <br />BELOW. ATTACHMENTS OF WINDOWS, <br />DOORS, SLIDING GLASS DOORS <br />AND O.H. GARAGE DOORS ARE TO DELEGATED <br />THE MANUFACTURER OF THESE ITEMS. THE <br />MANUFACTURER OF THESE ITEMS <br />SHALL SUBMIT ATTACHMENTS FOR <br />SITE INSTALLATION. <br />SEE ATTACHED SPECIFICATTON SHEETS FOR <br />MANUFACTURERS DESIGN CRITERIA AND <br />INSTALLATION METHODS FOR WINDOWS, <br />DOORS, SLIDING GLASS DOORS, OVERHEAD <br />GARAGE DOORS, AND ROOFING. <br />5. ALL DOORS INTERIOR & EXTERIOR ARE <br />6'-8" UNLESS OTHERWISE NOTED <br />ALL SHOWER ENCLOSURES TO BE <br />TEMPERED GLASS <br />6. ALL WINDOWS WITHIN 24" OF DOORS <br />(INTERIOR & EXTERIOR) AND WITHIN <br />18" OF FLR TO BE TEMPERED GLASS. <br />(SECTION R308) <br />INDEX OF DRAWINGS <br />4: 1 ff Mo]; <br />A <br />COVER SHEET <br />Al <br />FOUNDATION PLAN <br />A2 <br />1ST AND 2ND FLOOR PLAN <br />A3 <br />DETAILS <br />A4.A <br />2ND FLOOR - ROOF FRAMING PLAN A <br />A4.B <br />2ND FLOOR - ROOF FRAMING PLAN B <br />A5.A <br />EXTERIOR ELEVATIONS & ROOF PLAN A <br />A5.B <br />EXTERIOR ELEVATIONS & ROOF PLAN B <br />A6 <br />1ST & 2ND FLOOR ELECTRICAL PLAN <br />A7 <br />INTERIOR ELEVATIONS <br />SNO <br />STRUCTURAL NOTES <br />SNI <br />STRUCTURAL NOTES <br />S3M/S <br />FOUNDATION DETAILS <br />S4 <br />FRAME WALL DETAILS <br />S5 <br />ROOF FRAMING DETAILS <br />S6M/S <br />WALL SEC-RON DETAILS <br />S7 <br />GABLE END DETAILS <br />SS <br />RETRO FIT DETAILS <br />ST <br />STAIR DETAILS <br />Sil <br />PRECAST DETAILS <br />S12 <br />PRECAST DETAILS <br />PA1.0 <br />PRODUCT APPROVAL INFO <br />PAIA <br />PRODUCT APPROVAL INFO <br />PA1.2 <br />PRODUCT APPROVAL INFO <br />PA1.3 <br />PRODUCT APPROVAL INFO <br />PA1.4 <br />PRODUCT APPROVAL INFO <br />PA1.5 <br />PRODUCT APPROVAL INFO <br />WP1.0 <br />WATERPROOFING DETAILS <br />SH1.0 <br />HURRICANE SHUTTERS <br />SH1.1 <br />HURRICANE SHUTTERS <br />SH1.2 <br />HURRICANE SHUTTERS <br />SH1.3 <br />HURRICANE SHUTTERS <br />SH1.4 <br />HURRICANE SHUTTERS <br />SH1.5 <br />HURRICANE SHUTTERS <br />SH1.6 <br />HURRICANE SHUTTERS <br />BUILDING TYPE: V RISK CATEGORY: Il <br />NOTICE TO BUILDER <br />IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS <br />ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE <br />LICENSED PROFESSONAL TO CONSTRUCT THIS PROJECT. IN <br />THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS <br />CLARIFICAIION..STOP..AND CALL THE DESIGNER LISTED IN <br />THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE <br />LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS <br />PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE <br />CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, <br />IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. <br />U) <br />ly <br />a: UJ <br />w <br />LL <br />0 z <br />_j <br />w < <br />z <br />w 0 Ir <br />0 <br />0 <br />w z -j <br />> <br />LO <br />C:) <br />< w <br />in <br />—0 z <br />2�w <br />Ll <br />< Z <br />3: — 0 �5 <br />... <br />F- Q p LLj <br />z <br />=) <br />0 W W <br />LL <br />0 <br />0 <br />w <br />0 Z LO 0 <br />>- < w o <br />M Z Z <br />< <br />W < <br />W (.9 <br />w F3 <br />j <br />w w t 5 <br />00 <br />ww <br />w <br />m <br />z <br />< <br />LO E <br />0,0 <br />uo <br />0 M <br />, co" <br />4— z) C3 !2 <br />-0 _0 co <br />- <br />col) <br />E.r = I <br />:D 0 2 <br />0 LL <br />u 4 <br />ci <br />V) ui <br />00 E <br />0 <br />w 0 <br />w w _j W�L_o <br />w U.1 <br />uj <br />< <br />yj 0 �m-<j �eZ6 z <br />D — C0 0 M w 0 0 u- 0 <br />ax- w OZ200�_ — <br />0 Zuu_ Roomoz <br />F- <br />0 0 <br />w 0 0 z <br />W �5z WF4x <br />LuwF-ZLLw<5w _j <br />a 0- z a CL <br />0 z <br />u_ <br />�e 0 W 0 C) <br />0 zwz a. <br />F<- < W F5 ap <br /><0w 2�<_F-_��Z < < <br />Ow 0 D 0�<LL <br />U- < 0 <br />0 <br />c*4 <br />Z W <br />0 <br />�5 5 <br />> (/)o <br />(Do <br />cir) 0 <br />U) CO r-- <br />LIQ <br />CL _j <br />u) LL 4 <br />2 w rZ- <br />- <br />< w < Lo <br />l'— W 0_ Ce) <br />z <br />ix a- 2 T-- <br />< >- < 00 <br />z 0 1­— <br />z <br />w <br />w <br />_j 0 <br />0 <br />mi <br />(0 <br />co <br />C) <br />C14 <br />6 <br />04 <br />4 <br />C) <br />0 <br />01) <br />C) <br />(1) <br />>1 <br />cl <br />I <br />I <br />I <br />LO <br />0 <br />Z Z <br />-zo <br />LLJ <br />0 w <br />W <br />c) <br />< <br />0 a- <br />> <br />Lu <br />OWW2 <br />a- 1: � <br />U) <br />Z <br />LLI <br />LL <br />Lu < <br />ce <br />moz <br />�- 1: z <br />< <br />g <br />0 Lu <br />cr <br />< Lu 0 <br />MZW <br />910 <br />CL <br />Z z LL <br />LU 00 <br />0.er <br />< F- <br />-3 � z <br />c) <br />< ro <br />a. 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