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No. Revision/Issue Date <br />OCCUPANCY: <br />NUMBER OF STORIES <br />CONSTRUCTION TYPE <br />FIRE SUPPRESSION: <br />CEILING HEIGHTS: <br />TOTAL HEIGHT: <br />SETBACKS: <br />AREA/HEIGHT: <br />CONSTRUCTION COMPLIANCE DESCRIPTION <br />R2 — RESIDENTIAL (REQUIRED REPAIRS DO NOT CHANGE OCCUPANCY CLASS) <br />SQUARE FOOTAGE: EA. UNIT HAS 800 SQ. FT. <br />OCCUPANT LOAD: 4 PEOPLE (PER UNIT) <br />1 <br />V UNPROTECTED <br />UN—SPRINKLERED <br />8'-0" TO 12'-0" (VAULT) <br />16'-10" FROM LOWEST FF TO TOP OF RIDGE <br />(BUILDING COMPLIES WITH 2O10 FBC TABLE 503) <br />(BUILDING COMPLIES WITH 2O10 FBC TABLE 503) <br />EGRESS REQUIREMENTS <br />EGRESS REQUIREMENTS (RESIDENTIAL): <br />EGRESS TRAVEL / WIDTH: <br />LEVEL OF REPAIRS <br />4 PERSONS PER UNIT <br />OCCUPANT LOAD = 1 /200 SQ. FT. <br />MAXIMUM TRAVEL TO EXIT = 175'-0" <br />MINIMUM EXIT DOOR WIDTH = 3'-0" <br />MINIMUM STAIR WIDTH = 3'-0" <br />1. THE BUILDING HAS NOT SUFFERED SUBSTANTIAL STRUCTURAL DAMAGE. <br />2. REPAIRS CONSTITUTE A LVL II ALTERATION. <br />FIRE RATING REQUIREMENTS <br />TENANT SEPARATION WALLS 8" WOOD FRAME BELOW ATTIC <br />GA WP3370 1 HOUR MINIMUM PROTECTION <br />SEE DETAIL A/C1.0 <br />1 1 /2" WOOD TRUSS IN ATTIC <br />GA WP3640 1 HOUR MINIMUM PROTECTION <br />SEE DETAIL B/C1.0 <br />UNIT <br />6035 & <br />6037 SCOPE OF STRUCTURAL REPAIRS: <br />1. <br />REMOVE <br />& <br />REPLACE <br />WINDOWS <br />& DOORS PER DEMOLITION PLAN (SHEET A2). <br />2. <br />REMOVE <br />& <br />REPLACE <br />DAMAGED <br />HEADER ABOVE NEW WINDOWS & DOORS PER FLOOR PLAN (SHEET A3). <br />3. <br />REMOVE <br />& <br />REPLACE <br />DAMAGED <br />WALLS PER DEMOLITION PLAN (SHEET A2). <br />4. <br />REMOVE <br />& <br />REPLACE <br />INTERIOR <br />FINISHES THROUGHOUT. <br />REMAINING UNITS SCOPE OF STRUCTURAL REPAIRS: <br />1. UNDAMAGED INTERIOR & EXTERIOR WALLS OF UNITS TO REMAIN. <br />UNIT 6035 & 6037 SCOPE OF ROOF REPAIRS: <br />1. REMOVE & REPLACE DAMAGED ALL TRUSSES PER ROOF FRAMING PLAN (SHEET A5). <br />2. REMOVE & REPLACE DAMAGED ROOF SHEATHING OVER DAMAGED TRUSSES. <br />3. REMOVE & REPLACE DAMAGED ASPHALT SHINGLES OVER DAMAGED TRUSSES, <br />REMAINING UNITS SCOPE OF ROOF REPAIRS: <br />1. UNDAMAGED UNDAMAGED ROOF SYSTEM TO REMAIN. <br />BUILDING SCOPE OF FOUNDATION REPAIRS: <br />1. EXISTING CONTINUOUS CONCRETE FOUNDATION & SLAB ON GRADE ARE UNDAMAGED & TO REMAIN IN PLACE. <br />PANS FOR THE RESTORATION OF FIRE DAMAGE TO <br />V LLAGE VVAI K <br />39216 V LLAGE <br />ZEPHYRH LLS, FL <br />WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED <br />GA FILE NO. WP 3370 <br />GENERIC <br />GYPSUM WALLBOARD, WOOD STUDS <br />One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at <br />right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates <br />1" apart with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. <br />Joints staggered 16" on opposite sides. Horizontal bracing required at mid -height. <br />(LOAD -BEARING) <br />CHASE <br />3�3540 <br />1 HOUR <br />FfRE <br />45 to 49 STC <br />SOUND <br />Thickness: 9 1/2" <br />Approx. Weight: 8 psf <br />Fire Test: See WP 3605 <br />(UL R1319-4, 6, 6-17-52) <br />UL R2717-39, 1-20-66; <br />UL R3501-52, 3-15-66, <br />UL Design U305; <br />ULC Design W301) <br />Sound Test: Estimated <br />1 HOUR WALL TENANT SEPARATION ASSEMBLY <br />GA WP3370 <br />N.T.S. <br />FRONT ELEVATION <br />N.T.S. <br />WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED <br />GA FILE NO. WP 3640 <br />GENERIC <br />GYPSUM WALLBOARD, WOOD STUDS <br />One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at <br />right angles to each side of either 2 x 3 or 2 x 4 wood studs, turned flatwise, 24" o.c. with <br />6d cement -coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. (NLB) <br />1 HOUR <br />FIRE <br />Thickness: <br />Approx. Weight: <br />Fire Test: <br />1 HOUR ATTIC TENANT SEPARATION ASSEMBLY <br />GA WP3640 <br />N.T.S. <br />2 7/8" <br />7 psf <br />UL, 9-12-96, <br />UL Design U338 <br />,REVIEW pp,TE /< J <br />ZEPH Pout S l <br />CITY OF <br />PLANS EXAMINER <br />COWL`( PBUI�G � <br />NIL <br />ALLw�RK G o'F0w �� ADD <br />10"NlLA �L��TRI 'sNscES <br />�p,'C1��P HALLS C�RD <br />Coin' Z�pi��� <br />0I OF <br />or <br />No. 5f3097 ; a <br />a Q <br />E OF ' <br />; _P % w <br />0NAt­_.1\\,\ <br />C'J <br />O <br />I— <br />c0 <br />C� <br />r'0 <br />c <br />1-0 <br />co <br />CYD <br />LO <br />�i <br />C\2 <br />I <br />co <br />a) <br />ao <br />a� <br />Q� <br />O <br />CC) <br />di <br />co <br />Y) <br />> <br />CD <br />W <br />co <br />Q <br />N <br />Q) <br />cc C\2 <br />;~ <br />cyJ <br />O <br />CIO <br />Z <br />N <br />N <br />O <br />G� <br />�4 <br />Y) <br />©ncs DRAWNGS ARE ne FROMM OF FLMDA MOLPu 01 MMNG, nC <br />ANY FIFROW na OR LINNJ OME) USE IS PRnighn <br />CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY <br />CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT <br />RESPONSIBLE FOR ANY DIMENSIONS. <br />FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED <br />CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES <br />ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE <br />FOR EXISTING STRUCTURAL COMPONENTS. <br />Plans and specifications comply with the Florida <br />Building Code, section 1609 for 137 mph, 3 second <br />gust, wind zone. (2010 Ed.) <br />This drawing is valid for 12 months after the date <br />it is signed and sealed or until the requirements of <br />the 2010 edition of the Florida Building Code are <br />changed. <br />This drawing is signed and sealed for the structural <br />portions of the drawing only. Architectural, <br />electrical, or mechanical details, If shown, are for <br />visual reference only and are not covered under <br />this seal. <br />Project Name & Address: <br />VILLAGE WALK <br />39216 VILLAGE CHASE <br />ZEPHYRHILLS, FL 33540 <br />Date: Scale: <br />09/24/13 <br />Sheet: <br />