Date |
Text |
2010-09-14 13:58:04 | BUILDING PLAN REVIEW |
| PERMIT: 10080639 |
| ADD: 2510 BROADWAY |
| CONT: T B D |
| TEL: (561)853-7013 EDMUND THOMPSON |
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| FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| W/ 2009 FBC SUPPLEMENTS |
| * WEST PALM BEACH AMENDMENTS |
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| 2007EXISTING BUILDING CODE LEVEL II 701.3 |
| COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| OF THE FLORIDA BUILDING CODE, BUILDING. |
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| 1A) PLEASE INDICATE ON SHEET A-1THE COMMON PATH OF |
| TRAVEL WITH ALL KIOSK AND STANDS THAT WILL BE LOCATED |
| IN THE MERCANTILE OCCUPANCY, THE COMON PATH OF TRAVEL |
| CAN NOT EXCEED 75'-0 FOR A SINGLE EXIT MERCANTILE |
| OCCUPANCY. FBC-B 1014.3, |
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| 1B) SHEET SP-1 INDICATES AN OCCUPANT LOAD OF 52 |
| OCCUPANTS, PLEASE REVIEW SECTION / TABLE 1015.1 WHICH |
| WILL REQUIRE (2) POINTS OF EGRESS, AND THEY WILL TO |
| MEET THE REQUIREMENT FOR 1/2 THE DIAGONAL DISTANCE |
| APART FBC-B 1015.2.1. |
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| 1C) THE PROPOSED DOOR# (02) IS LOCATED2.5 FEET FROM |
| THTE PROPERTY LINE SEE SP-1, PLEASE REVIEW FBC-B TABLE |
| 704.7 FOR ALLOWABLE OPENINGS, UNPROTECTED 0-5 FEET |
| OPENINGS ARE NOT ALLOWED. |
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| 2) BOTH LS-1 & A-1 THE PLANS INDICATE A NEW HANDICAPPED |
| RAMP BUT NO BOTTOM LANDING IS INDICATED PLEASE PROVIDE |
| COMPLIANCE WITH : 11-4.8.4.(2) LANDINGS. ALL LANDINGS |
| ON RAMPS SHALL NOT BE LESS THAN 60" CLEAR, & THE BOTTOM |
| OF EACH RAMP SHALL HAVE NOT LESS THAN 72" OF STRAIGHT & |
| LEVEL CLEARENCE. |
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| 3) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, |
| PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING |
| REPORTS ARE AS FOLLOWS: |
| 3A) STOREFRONT WINDOWS |
| 3B) STOREFRONT DOOR |
| 3C) SHUTTERS IF GLAZED OPENINGS ARE NOT LARGE MISSILE |
| IMPACT TESTED |
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| 4) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND |
| APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO |
| SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
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| 5 BOTH SHEETS A-3 & A-5 INDICATE CUT WALL SECTIONS AND |
| DETAILS FOR WALL RE-INFORCEMENT, THERE ARE NO DETAILS |
| PROVIDING HOW COMPLIANCE WITH MAIN WIND FORCE RESISTING |
| SYSTEM. EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| LOADS. |
| FBC-B 2107.2 ACI 530. THE PLANS ARE MISSING THE LATERAL |
| REINFORCEMENT OF EVERY OTHER COARSE. |
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| 6) PLEASE REVIEW SHEET A-4: |
| 6A) DETAIL "C" THE GRAB BAR TO BE A MAXIMUM OF 12" FROM |
| THE CORNER 11-4.16.4 TOILET ROOMS. |
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| 6B) DETAIL "B" THE WATERCLOSET IS TO BE LOCATED 18" |
| CENTER LINE TO ADJACENT WALL. 11-4.16.2 FIGURE 11-28. |
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| JIM WITMER C. B. O. |
| COMMERCIAL COMBINATION PLAN REVIEW |
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| TEL: (561)805-6715 |
| FAX: (561)805-6731 |
| E-MAIL: [email protected] |
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| PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE |
| CUSTOMER SERVICE SURVEY AT: |
| WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
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| CONSTRUCTION SERVICES HOME PAGE |
| HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
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