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FROM F.F TO TOP RIDGE 18-10-, <br />PORCH TOP OF 6�� <br />New (p <br />� Entry) <br />Architecturat ShIngLe <br />Asphalt DimenslonaL <br />12 <br />-----�6 <br />J <br />ID <br />SPANISH TEXTURE STOOCO <br />REPAINTED <br />FROM F,F TO TOP RIDGE 18'-0', <br />12 <br />6L--- <br />1ND FLOOR BEARING POINT 8'-0' <br />PROPOSED <br />RIGHT ELE <br />SCALE 1/4": <br />4-E METAL ROOF PANELS <br />ALL METAL PANALE SHALL BE APPLIED IN COMPLIANCE WITH THE ROOF SYSTEM <br />ASSEMBLY PRODUCT CONTROL APPROVAL AND MANUFACTURES GUIDE LINES, <br />UNDLRLAYMLNT SHALL BE A MINIMUM OF ONE LAYER OF ASTM D 22G, TYPE II FELT <br />WITH A 4- OVERLAP, ON APPLICATION ON SLOPES [IF NOT LESS THAN 4'�12', ALL <br />UNDERLAYMENTS AND METAL PANEL SHALL BE NAILED WITH A MINIMUM 12 GAUGE <br />CORROSION RESISTANT ROOFING NAIL LIP PROVIDED BY ROOFING MANUFACTURER, AND IN COMPLI <br />WITH THE APPLICATION METHODS DETAILED IN THE ROOF SYSTEM ASSEMBLY <br />PRODUCT CONTROL APPROVAL, WITH LESS THAN SIX APPROVED ROOFING NAILS <br />OR APPROVED FASTENING DEVICES WTTH PENETRATE THE SHEATHING UP WOOD <br />PLANK A MINIMUM [IF 3/1G'. <br />INTERSECTIONS, EAVES, RAKES, VALLEYS, GABLE ENDS, AND THE STARTER COURSE <br />[IF COMPOSITION SHINGLES SHALL BE SET IN AN 8' WIDE BED OF APPROVED COLD <br />ADHESIVE OR ROOFING CEMENT. <br />ALL PERIMETER TERMINATION AND VALLEYS SHALL BE FABRICATED FROM METAL, <br />SPANISH TEXTURE STOOCO <br />REPAINTED <br />ArchtecturoA Shlng�e <br />Asphollt Dlmenslonct� <br />ID <br />PROPOSED <br />LEFT ELEVATION <br />SCALE 1/4 99 = 1 9 — 019 <br />1ND FLOOR BEARING POINT 8'-0' <br />FROM F.F TO TOP RIDGE 18'-0' <br />GRADE <br />12 <br />61---� <br />SPANISH TEXTURE STOOCO <br />12 <br />- FINISH, GRADE <br />EXISTING <br />RIGHT ELEV,ATION <br />SCALE 1/4"=1 099 <br />4-c APPLICATHIN: <br />ALL SURFACES SHALL 13E PAINTED, EXCEPT AS NOTED <br />PRIMER / SEALERS & COATS OF PAINT SHALL BE AS FOLLOWS; <br />EXTERIOR STUCCO AND EXPESED CONCRETE: <br />1) ONE COAT OF PRIMER / SEALER <br />2) TWO COATS OF PAINT (EMULSION MASONRY PoINT) <br />FERROUS METALS1 SHOP PRIMED <br />I COAT OIL PRIMER <br />2 COATS GLDSS OIL ENAMEL <br />INTERIORS: <br />1) ONE COAT [IF PRIMER / SEALER <br />2) TWO COATS OF SFMI-GLOSS LATEX PAINT, <br />INTERIOR UTILITY AREAS1 <br />1) ONE COAT [IF PRIMER / SEALER <br />2) TWO COATS OF SEMI-GLIISS WASHoBLE WATER RESISTANT PAINT, <br />SUGGESTED MANUFACTURER1 BENJAMIN MOORE, SHERWIN WILLIAMS, OR APPREVED <br />EUUAL. COLOR SELECTION TO BE PROVIDED BY THE CIINTRACTOR AND <br />SELECTED BY THE ARCHITECT. <br />EXISTING <br />LEFT ELEVATION <br />SCALE 1/4 99= i 9—o?9 <br />FINISHES <br />RUBBED FINISH FOR ALL VERTICAL EXPOSED CONCRETE SURFACES, <br />TROWELED FINISH FOR ALL EXPOSED CONCRETE SLABS, <br />AT AREAS TO RECEIVE CARPET OR RESILIENT FLOORING <br />LIGHT BROOM FINISH FOR UTILITY AREAS, WALKWAYS AND SIDEWALKS, <br />ROUGH SCREFE FOR TILE TO PROPER LEVEL BELOW FINISH GRADE <br />4-cl \A/TNTT1\A/,1� <br />ALL WINDOWS ARE PVC FRAME (pgt) WITH DOUBLE PANE <br />LOW E GLASS ARGON GAS FILL FASTEN TO THE FRAME WALL, <br />ACCORDING TEI VENDOR SPECIFICATIONS <br />4-f' WHITE FINISH, MAX 1/4 SHIN SAP BETWEEN WINDOW FRAME AND WALL <br />COMPOSIT SHIN (ONLY) NO WOOD SAP BETWEEN WINDOW FRAME AND WALL <br />4-c FXT Pnl­IP�� <br />ALL EXT DOUR FASTEN TO FRAMING (AT EACH CERNEF <br />ALONG SIDE OF FRAME 16' EI.0 AND AT EACH HINGED <br />ACCORDING TO VENDOR SPECIFICATIONS <br />CLIMPLISIT SHIN (ONLY) NEI WOOD SHINS WITH A MAX <br />12 <br />------�6 <br />AND AT BUTTON 6: EACH WAY <br />OF 1/4' GAP BETWEEN DOOR FRAME AND WAL <br />0 <br />z <br />C) <br />Z LLJ M <br />> <br />L) <br />< <br />< <br />-E <br />4) <br />U) <br />u 1,D <br />> <br />a <br />0 <br />LL] M <br />LL <br />M <br />U <br />cf) <br />N <br />M C%4 <br />0 LL <br />THESE CONSTRUCTION <br />DOCUMENTS HAVE <br />BEEN PREPARED BY <br />LANTES CONSTRUCTION <br />SERVICES LLC <br />THE DIRECT SUPERVISION OF <br />PETE ALFONSO JR ARCHTECT <br />LIC #8735 AND ARE <br />HEREBY CERTIFIED TO <br />COMPLY WITH <br />(2017 FBC GTH EDITION), <br />EDITION TO THE BEST OF THE <br />ENGINEERS KNOWLEDGE & BELIEF <br />THE STRUCTURAL PLANS. <br />COMPLY WITH FBC <br />SECTION 1606 FOR 150 MPH WIND <br />3 SEC,GUST <br />IMPORTANCE FACTOR=1, ENCLOSED <br />THIS DRAWING AND <br />DESIGN IS VALID FOR <br />12 MONTHS AFTER THE <br />DATE IS SIGNED AND SEAL <br />a <br />a- <br />:2 E <br />< o <br />F— 0 <br />—1 <br />r ) 0 <br />> <br />0-1 <br />ci- 0 M o) <br />00 <br />C) <br />V) <br />m 0 L0 <br />�t ro <br />�2 -<r- <br />00 3l:: 00 <br />.. <br />L0 = r4k <br />0 <br />E.Y <br />LLI -i <br />SEAL <br />Lu <br />(1) <br />0 <br />CL <br />0 <br />WF- <br />cl) (L <br />Z <br />0 <br />P z <br />> U) <br />. LL <br />.j X LLI <br />UJ uj J <br />PLANS COMPLY WITH THE 2014 <br />FLORIDA 13UILDING CODE RESIDENCIAL <br />Sheet # <br />A-3 <br />