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Ist FLOOR BEARING POINT 8'-01 <br />F.F TO TOP RIDGE 18'-0' <br />FROM F.F TO TOP RIDGE 18­0' <br />-, SHIELES REEF <br />ASPHALT SHINGLES SHiALL BE APPLIED IN COMPLIANCE WITH THE REIFIF SYSTEM <br />ASSEMBLY PRODUCT CONTROL APPROVAL. <br />UNDERLAYMENT SHALL BE A MINIMUM OF ONE LAYER OF ASTM D 226, TYPE 11 FELT <br />WITH A 4' EIVERLAP, ON APPLICATION DN SLDPES OF NOT LESS THAN 4'12'. ALL <br />ENGINEER ROOF TRUSS SYSTEM (BOSTON HIP) UNDERLAYMENTS AND SHINGLES SHALL BE NAILED WITH A MINIMUM 12 GAUGE <br />CORRIESION RESISTANT ROOFING NAIL DR APPROVED EQUAL, AND IN COMPLIANCE <br />WITH THE APPLICATION METHODS DETAILED IN THE RDOF SYSTEM ASSEMBLY <br />PRDDUCT CDNTRDL APPROVAL, WITH LESS THAN SIX APPROVED ROOFING NAILS <br />New Architectural Shingle OR APPROVED FASTENING DEVICES WITH PENETRATE THE SHEATHING EIR WEIIII) <br />Asphalt Dimensional PLANK A MINIMUM OF 3/16'. <br />INTERSECTIONS, EAVES, RAKES, VALLEYS, GABLE ENDS, AND THE STARTER CDURSE <br />[IF COMPOSITION SHINGLES SHALL BE SET IN AN 8' WIDE BED [IF APPROVED CDLD <br />ADHESIVE OR ROOFING CEMENT, <br />STOOCO GABLE WITH VENT <br />SPANISH TEXTURE STOOCO 12 ALL PERIMETER TERMINATIDN AND VALLEYS SHALL BE FABRICATED FROM METAL, <br />6 <br />PORCH TOP OF RIDGE 11`6' <br />New Architectural Shingle 712 <br />Asphalt Dimensional <br />ArchItecturat Shingle <br />Asphalt Dimensional 6 <br />SPANISH TEXTURE STOOCO <br />REPAINTED <br />3 <br />CAST <br />STON <br />F�F 0'-0' <br />F.F 0'-(-6)' <br />NOTE: THE BLOCK SHOWNED IS TO BE STOOCO <br />STEI`�; <br />PnRr.H F.F <br />ALL SURFACES SHALL BE PAINTED, EXCEPT AS NETED <br />4-FRIMER / SEALERS & COATS [IF PAINT SHALL BE AS FOLLOWS: <br />EXTERIOR STUCCO AND EXPOSED CONCRETE; <br />1) LINE COAT OF PRIMER / SEALER <br />2) TWII COATS OF PAINT (EMULSIIIN MASONRY PAINT) <br />FERROUS METALS� SHOP PRIMED <br />I COAT OIL PRIMER <br />2 COATS GLOSS OIL ENAMEL <br />INTERIDRSi <br />1) ONE COAT OF PRIMER / SEALER <br />2) TWO COATS [IF SEMI-GLIISS LATEX PAINT, <br />INTERIOR UTILITY AREAS: <br />1) ONE COAT OF PRIMER / SEALER <br />2) TWO COATS OF SEMI-GLIISS WASHABLE WATER RESISTANT PAINT, <br />SUGGESTED MANUFACTURER: BENJAMIN MOURE, SHERWIN WILLIAMS, OR APPROVED <br />EQUAL. COLOR ISELECTILIN TO BE PROVIDED BY THE CONTRACTOR AND <br />SELECTED BY THE ARCHITECT. <br />PORCH JOIST BEARING POINT 8'-0' <br />ALUMINUM (WOOD GRAIN FACIA) <br />VENTED ALUMINUM SOFFIT <br />--COLUMNS <br />GRADE <br />4-f FINISHES <br />P R 0 P 0 S E_ D RUBBED FINISH `_1IR ALL VERTICAL EXPOSED CD N CR ET E SU R F A CLS, <br />0 TROWELED FINISH FOR ALL EXPOSED CONCRETE SLABS, <br />FRONT F-LEVATI N AT AREAS TE RECEIVE CARPET OR RESILIENT FLOORING <br />SCALE 1/4 1 9 —099 LIGHT BROOM FINISH FOR UTILITY AREAS, WALKWAYS ANT) SIDEWALKS, <br />ROUGH SCREED FOR TILE TO PROPER LEVEL 13FLOW FINISH CRADF. <br />12 <br />6['�� <br />ENGINEER ROOF TRUSS SYSTEM (BOSTON HIP) <br />FROM F.F TO TOP RIDGE 18'-0' <br />New Architectural Shingle <br />Asphalt Dimensional <br />STOOCO GABLE WITH VENT <br />SPANISH TEXTURE STOOCO <br />New Architectural, Shingle <br />Asphalt Dimensional <br />12 <br />SPANISH TEXTURE STOOCO <br />z <br />REPAINTED <br />NEW FIX GLASS WINDOW COPPER CHASE TO S IFFIT AND RU� TO AH <br />CAST STONE C <br />S <br />F,F 0'-0' <br />F.F 0'-(-6)' <br />1 <br />STEPS <br />_F <br />GRADE PORCH F,F <br />HVAC UNITS SHALL BE MOUNTED <br />TO <br />PROPOSED <br />CONCRETE PAD W1 #14 SCREWS <br />4-b WINDEWS <br />AD GASKETED WASHERS 3 PER SIDE <br />ALL WINDOWS <br />ARE PVC FRAME (pqt) WITH DOUBLE PANE <br />REAR ELEVA71ON <br />LOW F GLASS <br />ARGON GAS FILL FASTEN TO THE FRAME WALL, <br />19= 1 1-099 <br />SCALE 1/4 <br />ACCORDING TO <br />VENDOR SPECIFICATIONS <br />WHITE FINISH. <br />MAX 1/4 SHIN GAP BETWEEN WINDOW FRoME AND <br />WALL <br />EXISITING EXISITING <br />REAR ELEVATION <br />FRONT ELEVATION SCALE 1/4 99=1 9-099 <br />SCALE 1/4 19=1 9-099 <br />1st FLOOR BEARING POINT 8'-0' <br />ALUMINUM (WOOD GRAIN FACIA) <br />VENTED ALUMINUM SOFFIT <br />I <br />m <br />m <br />Z LL_ <br />< <br />> <br />u <br />0 <br />< <br />0 <br />L.L <br />LLJ m <br />C-) <br />M <br />E <br />U) <br />LLI <br />0 <br />0 z M <br />F_ <br />Z N <br />U) Z <br />4) <br />_j <br />LLJ <br />C_� <br />LL- 0 <br />M cq <br />_j <br />0 > <br />0 <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 />TE IS 44N --P,�AN AL <br />A. <br />L_L_j <br />00 <br />LLJ Elf > <br />0 <br />_j <br />cl- 0 M o) <br />00 <br />cr) <br />�7) =) 0 0 <br />cn—n <br />00 <br />Z: ir� E 2 <br />a_ Ld _j <br />SEAL <br />uj <br />u) <br />0 <br />0 <br />W W <br />cif) Wo. <br />zaca <br />0 Z <br />.<O <br />F_ <br />1< F_z <br />>Z�_ <br />W o C.1) <br />Wx <br />LLJ LL LjL1 <br />PLANS COMPLY WITH THE 2014 <br />FLORIDA HULDING CODE RESIDENCIAL <br />Sheet # <br />A-2 <br />T <br />