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PLANS FOR THE RESTORATION OF ERE DAMAGE TO
<br />No. I Revision/Issue I 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 CLASSI)
<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): 4 PERSONS PER UNIT
<br />OCCUPANT LOAD = 1 /200 SQ. FT.
<br />EGRESS TRAVEL / WIDTH: MAXIMUM TRAVEL TO EXIT = 175-0"
<br />MINIMUM EXIT DOOR WIDTH = 3'-0"
<br />MINIMUM STAIR WIDTH = 3'-0"
<br />LEVEL OF REPAIRS
<br />1. THE BUILDING HAS NOT SUFFERED SUBSTANTIAL STRUCTURAL DAMAGE.
<br />2. REPAIRS CONSTITUTE A LVL II ALTERATION.
<br />FIRE RATING REQUIREMENTS
<br />���►I1►����IJ1:L'r�[�P►��i�l1��
<br />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 />VILLAGE WALK
<br />39216 VLLAGE CHASE
<br />Z_D __S, 33540
<br />WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED
<br />GA FILE NO. WP 3370 GENERIC 1 HOUR 45 to 49 STC
<br />FIRE SOUND
<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 -HEARING)
<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 />WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED
<br />GA FILE NO. WP 3640 GENERIC 1 HOUR
<br />FIRE
<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 />Thickness: 2 7/8"
<br />Approx. Weight: 7 psf
<br />Fire Test: UL, 9-12-96,
<br />UL Design U338
<br />1 HOUR ATTIC TENANT SEPARATION ASSEMBLY
<br />GA WP3640
<br />N.T.S.
<br />REVIEW DATE �' f S �3._.
<br />CITY OF ZEPHYRHILL'';. >
<br />PLANS EXAMINER--'
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<br />©THESE dUWNIS ME THE WaSM OF RMaA SIRIMRAL aN MNS, MC
<br />ANY HEPROV MON CR IMAMIaI@D USE IS MHUTEM
<br />CONTRACTOR TO VERIFY ALL DIMENSIONS PRIM 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 theFlorida
<br />BuildingCode section 1609 for 137 mph, 3 second
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<br />gust, wend zone. 2010 Ed.
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<br />This drawing is valid for 12 months after the date
<br />it is signed and sealed or until the requirements of
<br />I IfVNILING C 0 A
<br />�'�
<br />the 2010 edition of the Florida Building Code are
<br />UNIT
<br />6035 &
<br />6037 SCOPE OF STRUCTURAL REPAIRS:
<br />f�.TIONALELECT�
<br />(�I�r A�
<br />changed.
<br />REMOVE
<br />&REPLACE
<br />WINDOWS
<br />&DOORS PER DEMOLITION PLAN SHEET A2).
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<br />This drawing sealed for the structural
<br />i 's signed and
<br />2.
<br />REMOVE
<br />&REPLACE
<br />DAMAGED
<br />HEADER ABOVE NEW WINDOWS &DOORS PER FLOOR PLAN SHEET:A3.
<br />( )
<br />..
<br />.��::.., �.",::. ,\`� � ;, ^\ •� \^ ^ :ti �"\ �
<br />portions of the drawing only. Architectural
<br />electrical, or mechanical details, if shown, are for
<br />nl
<br />o y and are not covered under
<br />3.
<br />REMOVE
<br />&REPLACE
<br />DAMAGED
<br />WALLS PER DEMOLITION PLAN (SHEET A2). -
<br />this sealference
<br />4.
<br />REMOVE
<br />&
<br />REPLACE
<br />INTERIOR
<br />FINISHES THROUGHOUT.
<br />s ::.:. .::: ..: `� >` ..... ....
<br />REMAINING 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 />,, I
<br />FRONT ELEVATION
<br />N.T.S.
<br />Project Name & Address:
<br />VILLAGE WALK
<br />39216 VILLAGE CHASE
<br />ZEPHYRHILLS, FL 33540
<br />Date: Scale:
<br />09/24/13 VARIOUS
<br />C10
<br />1
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