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4 <br />ti- <br />NEW CONSTRUCTION FOR: <br />BUILDING "A " <br />6834 GALL BOULEVARD <br />ZEPHY,RHILLS, FL 33542 <br />APPROVED � <br />by Fire Marshal of Zephyrlls <br />with comments o ide ith plan(s) <br />Sclildii.l- shall cOm,ply with <br />��--� Vx the �,p�ilicable codes of <br />Florida Firc Prupntion Handbook <br />NFpA & tfle City of Zephyrhills REVIEW DATE: 2i <br />CITY OF ZEPHYRH L <br />BUILDING OFFICIAL. <br />Pt>�iISH FU*R RLIMA 10N SHALL <br />COMPLY *1111. hmi.';,NEF,RBD.DPSIGN BLTIJ DD1J0 514ALL, COMPLY WITH <br />AMC1. jTy CIF:LEPivRHILLS ALI...s i ..,.:. ,4' :_; ErUIi,UING, <br />ORDINANCE- Ixl.':.� "i i'+ ' G't.ilttdBlhtG AND <br />Mi,CrinNIC:AL CODES. <br />TJ <br />BVILDM SHALI. COMPLY WITH <br />AU A"LIC.ABLE MY OF <br />'ESPHYRHRI S (&]D1N1%NC£1 <br />SHEET <br />INDEX <br />SWEET <br />SWEET <br />NAME <br />3 <br />. BEY.iSo <br />A-0 <br />COVER SHEET, CODE CRITERIA & BLG. PROGRAM <br />06-21-07 <br />09-24-07 <br />A-1 <br />9LG. <br />'A' <br />ARCHITECTURAL SITE PLAN <br />03-19-07 <br />09-24-07 <br />A-2 <br />BLG, <br />'A' <br />FLOOR AND ROOF PLANS <br />03-19-07 <br />09-24-07 <br />A-3 <br />BLG. <br />'A' <br />EXTERIOR ELEVATIONS <br />03-19-07 <br />09-24-07 <br />A-4 <br />BLG. <br />'A' <br />-WALL SECTIONS & DETAILS <br />03-19-07 <br />08-98-07 <br />A-5 <br />BLG. <br />'A' <br />DOOR/WINDOW SCHEDULES & DETS, <br />03-19-07 <br />09-94-07 <br />S-1 <br />BLG. <br />'A' <br />FOUNDATION & ROOF FRAMING PLANS <br />03-19-07 <br />09-24-07 <br />S-2 <br />BLG. <br />'A' <br />STRUCTURAL DETAILS <br />03-19-07 <br />08-28-07 <br />P-1 <br />BLG. <br />'A' <br />PLUMBING PLAN & RISER DIAGRAM <br />03-19-07 <br />M-1 <br />BLG. <br />'A' <br />MECHANICAL PLAN <br />03-19-07 <br />09-24-07 <br />E-1 <br />BLG. <br />'A' <br />ELECT. PLAN, RISER DIAG. & SCHEDULES <br />03-19-07 <br />09-24-07 <br />FS-1 <br />BLG. <br />'A' <br />FIRE SPRINKLER SITE & FLOOR PLANS <br />06—le-07 <br />09-17-07 <br />BUILDING PROGRAM <br />BUILnING •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 />STUDDED UP TO SLAB LEVEL FOR LATER CONNECTION AND DISTRIBUTION WHEN <br />INDIVIDUAL TENANT REQUIREMENTS ARE KNOWN. <br />PARKING, DUMPSTERS, LANDSCAPING AND SITE SIGNAGE COMPLETE THE PROJECT <br />PARAMETERS. <br />REFERENCE <br />CODES <br />NAL.lud I <br />FLORIDA BUILDING CODE <br />2004 EDITION <br />ELLM , <br />FLORIDA PLUMBING CODE <br />2004 EDITION <br />wErWHM ICE, <br />FLORIDA MECHANICAL CODE <br />2004 EDITION <br />ELEQumGhu <br />NATIONAL ELECTRICAL CODE <br />2005 EDITION <br />ACCESSIMLITYi <br />FLORIDA ACCESSIBILITY CODE <br />FOR BUILDING CONSTRUCTION <br />F.B.C. 2004 EDITION <br />LIFE SAFETYi <br />N.F.P.A. 101 LIFE SAFETY CODE <br />2003 EDITION <br />DESIGN CRITERIA <br />OCCUPANCYi ASSEMBLY GROUP A-8 (SECTION 303) <br />CONSTRUCTION TXPEt F.B.C. TYPE IIB / N,F,P.A, TYPE II (0,0,0) <br />1. ALLOWABLE HEIGHT & BUILDING AREAS <br />MAX. BLG. HEIGHTi 55'-0' <br />MAX, M OF STORIESi 2 <br />MAX, BLG. AREAo 9,500 S.F. <br />2. STRUCTURAL FRAME (INCL. COLUMNS, GIRDERS & TRUSSES) <br />0 HOUR <br />3. EXTERIOR BEARING WALLS (F.B.C. TABLE 602) <br />1 HOUR RATING LESS THAN 5' SEPARATION — WALL OPENINGS NOT PERMITTED <br />1 HOUR RATING 5' TO 10' SEPARATION — 10X LIMIT ON WALL OPENINGS <br />0 HOUR RATING 101 TO 15' SEPARATION — 15X LIMIT ON WALL OPENINGS <br />0 HOUR RATING 15' TO 20' SEPARATION — 25X LIMIT ON WALL OPENINGS <br />0 HOUR RATING 20' TO 25' SEPARATION - 45X LIMIT ON WALL OPENINGS <br />0 HOUR RATING 25' TO 30' SEPARATION — 70X LIMIT ON WALL OPENINGS <br />0 HOUR RATING OVER 30' SEPARATION — NO LIMIT ON WALL OPENINGS <br />4. INTERIOR BEARING WALLS <br />0 HOUR <br />5. EXTERIOR NONBEARING WALLS (F.B.C. TABLE 602) <br />1 HOUR RATING LESS THAN 5' SEPARATION — 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 - 15X LIMIT ON WALL OPENINGS <br />0 HOUR RATING 15' TO 20' SEPARATION — 25X LIMIT ON WALL OPENINGS <br />0 HOUR RATING 20' TO 25' SEPARATION — 4SX LIMIT ON WALL OPENINGS <br />0 HOUR RATING 25' TO 30' SEPARATION — 70% LIMIT ON WALL OPENINGS <br />0 HOUR RATING OVER 30' SEPARATION — NO LIMIT ON WALL OPENINGS <br />6. INTERIOR NONBEARING WALLS <br />0 HOUR <br />7. FLOOR CONSTRUCTION (INCL. SUPPORTING BEAMS & JOISTS) <br />0 HOUR <br />8. ROOF CONSTRUCTION CINCL. SUPPORTING BEAMS & JOISTS) <br />0 HOUR <br />WINO nESIGN. DATAa F,B.C. SECTION 1603.1.4 <br />1. WIND SPEED (3—SECOND GUST) - 110 M.P.H. (NON WIND—BORNE DEBRIS REGION) <br />2. WIND IMPORTANCE FACTOR / BUILDING CLASSIFICATION (TABLE 1604.5) II a 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) m 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. <br />Al <br />IW -ml <br />;mi.!qF-1mp1- <br />LU <br />01) <br />Q <br />Q J <br />e J LL <br />Q CO <br />H <br />Q• <br />Z <br />�mJ <br />m 0 <br />0. <br />_ <br />z <br />W <br />N <br />0000 W <br />CDN <br />Revisions: <br />A7120/07 - CITY <br />REVIEW <br />COMMENTS <br />Q8l28l07 -OWNER <br />2 REQUESTED <br />CHANGES <br />Q9i24l07 -OWNER <br />REQUESTED <br />CHANGES <br />W2 <br />o g <br />00 <br />U <br />Q �O <br />�W <br />?W <br />OCnQ <br />caWW <br />O~ <br />U <br />