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PLANS FOR THE RESTORATION OF FIRE DAMAGE TO <br />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 <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 />3). <br />BUILDING SCOPE OF FOUNDATION REPAIRS: <br />1. EXISTING CONTINUOUS CONCRETE FOUNDATION & SLAB ON GRADE ARE UNDAMAGED & TO REMAIN IN PLACE. <br />V LLAGE <br />39216 V LLAGE <br />ZEPHYRH LLS, FL <br />CHASE <br />33540 <br />WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED I I <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 />1 HOUR 45 to 49 STC <br />FIRE SOUND <br />Thickness: <br />9 1 /2" <br />Approx. Weight: <br />8 psf <br />Fire Test: <br />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: <br />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 518" 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 />REVIEW GATE��"_I__._ <br />CITY OF ZEPHYM-41 <br />PLANS EX MINI= Py- <br />2 7/8" <br />7 psf <br />UL, 9-12-96, <br />UL Design U338 <br />SMALL CtVLr I'T �-1 ALL <br />ALLWOF ,��, tLL'EIT <br />pRE�AILINC Ct�DE,ELQ,3 <br />COEES�ATIONALELEC? <br />\��\ '�ocls,co� <br />��.•a\cEHSF- ,�Ls <br />97 <br />> of " .L& <br />C <br />It <br />O <br />�+ <br />Ci2 <br />� <br />c� <br />LO <br />CY) <br />aJ <br />N <br />a� <br />0 <br />'__j <br />1�1 <br />✓Y <br />� <br />~, <br />0Q <br />w <br />� <br />w <br />co <br />r,nC <br />� <br />I <br />> <br />O <br />U� <br />tic <br />r� <br />0 <br />cc <br />a) <br />Q <br />CD <br />rM <br />Cd <br />r,- I <br />w <br />rl <br />E --- <br />o <br />®❑ <br />© nHN auvM NE M FRMN OF sea" SMCR u EIIQ K Nc <br />LwHom <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 VARIOUS <br />Sheet: <br />I 1 0 <br />