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NOTES I architect <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />ION <br />I <br />8 <br />8 <br />--------------- <br />SECTION A -A <br />N <br />C (U <br />FRONT ELEVATION <br />16 5-11I <br />� t fi <br />v`r rim �m <br />SECTION B-B <br />malifiUm <br />NOTE 5 NOTE 2, TYP <br />TYP <br />NOTE 6 - - NOTE 1, TYP NOTE 3, TYP <br />EXISTING DOOR NEW FENCE SURROUNDING nP ELECTRICAL SERVICE EAST ELEVATION <br />VERIFY LOCATION <br />REAR ELEVATION <br />Notes <br />1- Provide (cast in the concrete) one 1/4" x 1-1/2" x 4" Steel Rod on <br />each one of the corners. After the installation of the Frame is <br />complete, weld one 1/4" x 1-112" x 16" Steel Rod, lengthwise up at <br />top and facing down at the bottom to each of the embeded steel rods. <br />Drill through and fix the 16" long plates to the block wall with (3) each <br />#12 x 1-1/2" lag screws. <br />2 Waterproof all joints. <br />NEW WINDOW DETAILS <br />8„ <br />#3 <br />SECTION C-C <br />C i) <br />FRONT ELEVATION <br />REAR ELEVATION <br />Notes <br />1. Provide (cast in the concrete) one 1/4" x 1-112" x 4" Steel Rod on <br />each one of the corners. After the installation of the Frame is <br />complete, weld one 1/4" x 1-1/2" x 16" Steel Rod, lengthwise up at <br />top and facing dawn at the bottom to each of the embeded steel rods. <br />Drill through and fix the 16" long plates to the block wall with (3) each <br />#12 x 1-112" lag screws. <br />2. Waterproof all joints. <br />NEW ENTRY DOORS TO REPLACE EXISTING <br />SLIDING DOORS <br />TAPER CONCRETE POST Q <br />NOTE 2 <br />5 NEW WINDOW DETAILS 4 COLUMN DETAIL 3 <br />NEW METAL AWNING OVER DOOR <br />\------------------------------ ---- <br />I I <br />/ 14' --------—' - <br />I I 3' <br />I I � <br />I I � <br />v <br />M <br />NEW WINDOW IN EXISTING OPE ING. <br />ADJUST OPENING TO FIT NEW WINDOW, <br />NEW DOOR WITH <br />MAGNETIC LOCK ENTRY <br />NORTH ELEVATION <br />NEW STANDING SEAM ROOF OVER <br />NEW WELDED STEEL STRUCTURE AT ENTRY <br />4" HIGH NUMBERS, CENTERED IN WINDOW. <br />WELDED S <br />NEW 12" DIAM CON( <br />/ 6 / <br />NEW CONCRETE BASE <br />NEW ENTRY ELEVATION Z <br />WEST ELEVATION <br />SONIA FUEREDI DESIGN <br />1. NEW MASONRY OPENINGS 2860 WILTSHIRE DRIVE <br />2. NEW WINDOWS - PEERLESS WINDOW G241 DECATUR, GA 30030 <br />WITH INTEGRAL TRIM FOR ANCHORING. FULL <br />FRAME DEPTH, 4-34", SHGC 0.27, <br />U VALUE 0.398 plumbing & electrical <br />(WINDOW REQUIREMENTS (2010 FL BLDG HUGO MADRIGAL, PE <br />CODE) 4911 MOLOKAI DR <br />UTIMATE DESIGN WIND SPEEDS FOR RISK NAPLES, FL 33412 <br />CATEGORY If BUILDINGS AND OTHER) <br />3. INSTALL NORSTONE OCHRE XL STONE <br />VENEER ALONG ENTIRE BUILDING <br />PERIMETER. mechanical <br />PREPARE WALL BY SANDBLASTING PER CONSULTING ENG. <br />MANUFACTURER'S INSTRUCTIONS. ASSOCIATES, INC. <br />4. MATCH EXISTING STANDING METAL SEAM 8365 Gunn Highway <br />ROOF. Tampa, Florida 33626 <br />5. REMOVE APPLIED WOOD TRIM AND <br />REPAIR WALL FINISH. PREPARE FOR PAINT <br />6. REMOVE APPLIED WOOD TRIM AND <br />PLANTERS, <br />REPAIR WALL FINISH, PREPARE FOR STONE R D <br />VENEER- general contractor <br />RTD CONSTRUCTION, Inc <br />5344 9th Street <br />Zephyrhills, Florida 33542 <br />EXTERIOR <br />� ELEVATIONS <br />[)� <br />Oz�; <br />U <br />"I <br />J <br />J <br />zz� <br />00= <br />F-- <br />w <br />Q <br />N <br />0 <br />w <br />z <br />ZI--- <br />LU <br />W <br />C/) <br />Q <br />Z <br />= <br />W <br />O� <br />U <br />0 <br />U <br />z <br />00 <br />LL <br />0�r° <br />1 <br />C:) <br />PROJECT NO: 2014-001 <br />DATE 2014 0424 <br />REVISIONS <br />Rio (°or�St65-le;pn,Tnc._ <br />C�Qnntl� E. joraan <br />CGC O to orl 3 Le <br />-6.0 <br />