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NEW CONSTRUCTION FOR:
<br />ACE
<br />BUILDING " A "
<br />6834 GALL BOULEVARD
<br />ZEPHYRHILLS, FL 33542
<br />by Fire Mamhal of Zephyrhills
<br />,with comnien v'ded with pl (s)
<br />G 7
<br />1 Withcra11 core' `� With
<br />Rui1d`rr� ,�lcahle codes
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<br />B',J IN<-; S`iALI.. COMPLY W ITEI
<br />A+'P `'.-A-SLE CITY OF
<br />LS O DINANCE
<br />FINISH FLOOR ELEVAi10N SHALL
<br />COMPLY WITH ENGINEERED DESIGN
<br />AND/OR CITY OF ZEPHYRHILLS
<br />ORDINANCE
<br />SHEET INDEX
<br />A-0
<br />COVER SHEET, CODE CRITERIA & BLG. PROGRAM
<br />A-1
<br />BLG, 'A'
<br />ARCHITECTURAL SITE PLAN
<br />A-2
<br />BLG. 'A'
<br />FLOOR AND ROOF PLANS
<br />A-3
<br />BLG, 'A'
<br />EXTERIOR ELEVATI❑NS
<br />A-4
<br />BLG, 'A'
<br />WALL SECTIONS & DETAILS
<br />A-5
<br />BLG. 'A'
<br />DO❑R/WINDOW SCHEDULES & DETS.
<br />S-1
<br />BLG. 'A'
<br />F7UNDATI❑N & ROOF FRAMING PLANS
<br />S-2
<br />BLG. 'A'
<br />STRUCTURAL DETAILS
<br />P--1 BLG. 'A' PLUMBING PLAN & RISER DIAGRAM
<br />M-1 BLG. 'A' MECHANICAL PLAN
<br />E-1 BLG, 'A' ELECT. PLAN, RISER DIAL, & SCHEDULES
<br />FS-1 BLG. 'A' F[RE SPRINKLER SITE & FLOOR PLANS
<br />BUILDING PROGRAM
<br />ISSUED
<br />06-21-07
<br />03-19-07
<br />03-19-07
<br />03-19-07
<br />03-19-07
<br />03-19-07
<br />03-19-07
<br />03-19-07
<br />03-19-07
<br />03-19-07
<br />03-19-07
<br />06-12-07
<br />REVISED
<br />BUILDING 'A'
<br />THE BUILDING IS A ONE STORY STRUCTURE WITH A TOTAL OF 6,795 S.F. GROSS,
<br />THIS BUILDING WILL INITIALLY BE CONSTRUCTED AS A SHELL STRUCTURE WITH
<br />MECHANICAL SYSTEMS, WATER SERVICE AND UNDERGROUND SANITARY SERVICES
<br />STUBBED UP TO SLAB LEVEL FOR LATER CONNECTI❑N AND DISTRIBUTION WHEN
<br />INDIVIDUAL TENANT REQUIREMENTS ARE KNOWN,
<br />PARKING, DUMPSTERS, LANDSCAPING AND SITE SIGNAGE COMPLETE THE PROJECT
<br />PARAMETERS,
<br />REFERENCE CODES
<br />BUILDING, FLORIDA BUILDING CODE
<br />2004 EDITI❑N
<br />PLUMBING, FLORIDA PLUMBING CODE
<br />2004 EDITION
<br />MECHANICAL, FLORIDA MECHANICAL CODE
<br />2004 EDITION
<br />ELECTRICAL, NATIONAL ELECTRICAL CODE
<br />2005 EDITION
<br />ACCESSIBILITY, FLORIDA ACCESSIBILITY CODE
<br />FOR BUILDING CONSTRUCTION
<br />F,B,C, 2004 EDITI❑N
<br />LIFE , SAFETY, N,F,P,A, 101 LIFE SAFETY CODE
<br />2003 EDITION
<br />DESIGN CRITERIA
<br />OCCUPANCY, ASSEMBLY GROUP A-2 (SECTION 303)
<br />C❑NSTRUCTI❑N TYPE, F.B,C. TYPE IIB / N,F,P,A, TYPE II (0,0,0)
<br />1. ALLOWABLE HEIGHT & BUILDING AREAS
<br />MAX. BLG. HEIGHT, 55'-0'
<br />MAX. # OF STORIES, 2
<br />MAX, BLG. AREA, 9,500 S.F,
<br />2, STRUCTURAL FRAME (INCL. COLUMNS, GIRDERS & TRUSSES)
<br />0 HOUR
<br />1 EXTERIOR BEARING WALLS (F.B,C. TABLE 602)
<br />1 HOUR RATING LESS THAN 5' SEPARATI❑N - WALL OPENINGS NOT PERMITTED
<br />1 HOUR RATING 5' TO 10' SEPARATION - 10% LIMIT ON WALL OPENINGS
<br />0 HOUR RATING 10' TO 15' SEPARATION - 15% LIMIT ON WALL ❑PENINGS
<br />0 HOUR RATING 15' TO 20' SEPARATION - 25% LIMIT ON WALL OPENINGS
<br />0 HOUR RATING 20' TO 25' SEPARATION - 45% LIMIT ON WALL OPENINGS
<br />0 HOUR RATING 25' TO 30' SEPARATION - 70% LIMIT ON WALL ❑PENINGS
<br />0 HOUR RATING OVER 30' SEPARATION - NO LIMIT ON WALL OPENINGS
<br />4, INTERIOR BEARING WALLS
<br />0 HOUR
<br />5. EXTERIOR N❑N:BEARING WALLS (F.B,C. TABLE 602)
<br />1 HOUR RATING LESS THAN 5' SEPARATION - WALL ❑PENINGS NOT PERMITTED
<br />1 HOUR RATING 5' TO 10' SEPARATION - 10% LIMIT ON WALL ❑PENINGS
<br />0 HOUR RATING 10' TO 15' SEPARATI❑N - 15% LIMIT ON WALL ❑PENINGS
<br />0 HOUR RATING 15' TO 20' SEPARATION - 25% LIMIT ON WALL ❑PENINGS
<br />0 HOUR RATING 20' TO 25' SEPARATI❑N - 45% LIMIT ON WALL ❑PENINGS
<br />0 HOUR RATING 25' TO 30' SEPARATI❑N - 70% LIMIT ON WALL OPENINGS
<br />0 HOUR RATING OVER 30' SEPARATION - NO LIMIT ON WALL ❑PENINGS
<br />6. INTERI❑R N❑NBEARING WALLS
<br />0 HOUR
<br />7. FLOOR C❑NSTRUCTION (INCL. SUPPORTING BEAMS & JOISTS)
<br />0 HOUR
<br />8. ROOF CONSTRUCTION (INCL, SUPPORTING BEAMS & J❑ISTS)
<br />0 HOUR
<br />WIND DESIGN DATA. F,B.0 SECTI❑N 160314
<br />1. WIND SPEED (3-SECOND GUST) = 110 M,P,H. (NON WIND-BORNE DEBRIS REGION)
<br />2. WIND IMP❑RTANCE FACTOR / BUILDING CLASSIFICATION (TABLE 1604,5) II = 1.0
<br />3. WIND EXPOSURE CATEGORY (F.B,C. SECTION 1609,4) = B
<br />4. ENCLOSURE CLASSIFICATION (F,B,C, SECTION 1609.2) = ENCLOSED
<br />5. INTERNAL PRESSURE COEFFICIENT (A.S,C,E, 7) = t 0.18
<br />6, COMPONENTS & CLADDING DESIGN WIND PRESSURES (F.B.C. SECTION 1609.6.2) ARE
<br />INDICATED ON SHEET S-2.
<br />7. FLORIDA PRODUCT APPROVAL NUMBERS (FLORIDA STATUTE 553,842 & FLORIDA
<br />ADMINISTRATIVE CODE 9B-72) ARE INDICATED ON SHEET A-5,
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<br />Project Number
<br />06082a
<br />Date
<br />06-21-07
<br />Sheet Number
<br />A-0
<br />
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