| Date |
Text |
| 2012-05-15 16:33:19 | 5/24/2012 |
| | CONTRACTOR BROUGHT IN CORRECTED PRODUCT APPROVALS, SHOP |
| | DRAWINGS AND ASSOCIATED PRESSURES. |
| | |
| | |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 12050325 |
| | ADD: 606 FOREST HILL BLVD |
| | CONT: ADVANCED DEVELOPMENT & CONSTRUCTION OF FL, LLC |
| | TEL: (561)239-4122 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| | |
| | 2010 EXISTING 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. |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) SHEET S-1 INDICATES THE BAR JOIST ARE CANTILEVERED |
| | FOR THE FRONT PORTION OF THE BUILDING, BUT THE PLANS |
| | ALSO INDICATE ALL OF THE FRONT WALLS ARE NON-LOAD |
| | BEARING WALLS, WHERE IS THE FRONT SUPPORT SYSTEM FOR |
| | THE CANTILEVERED BAR JOIST.? 106.1.2 ADDITIONAL |
| | INFORMATION REQUIRED, WHAT PART OF THE SYSTEM IS THE |
| | MAIN WIND FORCE RESISTING SYSTEM (MFRRS). |
| | |
| | 2)DETAIL # 3 SHEET S1 INDICATES BY THE WALL LEGEND THIS |
| | TO BE A NEW 2X8 NON-BEARING EXTERIOR WALL, PLANS DO NOT |
| | INDICATE CLEARLY HOW THE WALL WILL BE SECURED TO THE |
| | EXISTING BAR JOIST TO ANCHOR THE WALL FROMLATERAL |
| | MOVEMENT IN A HIGH WIND EVENT. PLEASE PROVIDE THE |
| | SPACING OF THE BAR JOIST. |
| | |
| | 3) THE SAME SITUATION WILL OCCUR WITH THE ACCORDIAN |
| | STORM SHUTTERS, THERE IS NO DETAIL HOW THE STORM |
| | SHUTTERS WILL BE ANCHORED INTO THE MAIN WIND FORCE |
| | RESISTING SYSTEM. PLEASE NOTE THE ACCORDIAN SHUTTER |
| | PRODUCT APPROVAL HAS VERY LIMITED TESTING DETAILS FOR |
| | THE UPPER TRACK AND ANCHORING DETAILS. PLEASE |
| | HIGHLIGHT, CIRCLE ALL DETAILS, BLADE TYPE, VERTICLA |
| | LENGHT AND ANCHORING REQUIREMENTS FOR THIS INSTALATION. |
| | CIRCLE THE CLEARENCE REQUIRED FROM THE GLASS TO THE |
| | SHUTTER. |
| | |
| | 4) PLEASE HIGHLIGHT THE VARIOUS CONDITIONS FOR |
| | ANCHORING THE ACCORDIAN SHUTTER TO THE NON-LOAD BEARING |
| | WALL, IT APPEARS THE EXTERIOR WALLS ARE TO BE PART OF |
| | THE MAIN WIND FORCE RESISTING SYSTEM SINCE THE STORM |
| | SHUTTERS ARE GOING TO BE ATTACHED TO THEM. |
| | |
| | 5) SHEET S-1 DETAIL # 2 IS NOT CLEAR HOW TO TERMINATE |
| | THE STEEL 6"X3" STEEL TUBE, IS THERE TO BE STEEL TUBING |
| | ABOVE THE BOTTOM LEG OF THE BAR JOIST TO CONTINUE |
| | THROUGH TO THE NEXT BAR JOIST SO THE 6"X3" TUBE IS NOT |
| | CANTILEVERED? 106.1.2 ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 6) SHEET S-1 DETAIL # 2 IS ALSO MISSING STRAPPING AT |
| | THE TOP PLATE LOCATION. THERE IS NO DETAIL ABOUT THE |
| | BOTTOM ANCHORING OF THIS AREA, DOES THE FRAMING |
| | CONTINUE TO THE FLOOR OR DOES THE BLOCK |
| | KNEE WALL CONTINUE THROUGH THIS AREA? 106.1.2. |
| | |
| | 7) PLANS INDICATE STONE OR STUCCO FINISHAPPLY PER |
| | PRODUCT SPECIFICATIONS PLEASE BE AWARE OF 2010 FBC-B |
| | 1404.2 WATER-RESISTIVE BARRIER. |
| | EXTERIOR WALLS OF FRAME CONSTRUCTION RECEIVING A VENEER |
| | SHALL BE PROVIDED WITH A WATER-RESISTIVE BARRIER. THE |
| | WATER-RESISTIVE BARRIER SHALL BE A MINIMUM OF ONE LAYER |
| | OF NO. 15 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR |
| | TYPE 1 FELT OR OTHER APPROVED MATERIALS, SHALL BE |
| | ATTACHED TO THE SHEATHING, WITH FLASHING AS DESCRIBED |
| | IN SECTION 1405.3, IN SUCH A MANNER AS TO PROVIDE A |
| | CONTINUOUS WATER-RESISTIVE BARRIER BEHIND THE EXTERIOR |
| | WALL VENEER. |
| | |
| | 1404.2.1 WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED |
| | TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE |
| | TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND |
| | THE WATER RESISTIVE BARRIER. A BOND BREAK SHALL BE |
| | PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE |
| | CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE |
| | FOLLOWING: |
| | |
| | 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER OR |
| | |
| | 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER |
| | OVER AN APPROVED PLASTIC HOUSE WRAP, OR |
| | |
| | 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN |
| | ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION |
| | INSTRUCTIONS. |
| | |
| | PLEASE PROVIDE CLEAR DETAIL AS TO THE FINISH TO BE |
| | APPLIED IN THIS PORTION OF THE STRUCTURE. |
| | |
| | 8) SHEET S-1 ROUGH CARPENTRY NOTES INDICATE THE USE OF |
| | SECTION 2319, THIS CODE SECTION DEALS WITH HIGH |
| | VELOCITY HURRICANE ZONES, DADE AND BROWARD COUNTIES SEE |
| | DEFINITIONS FOR HIGH VELOCITY HURRICANE ZONES. |
| | |
| | 9) PRODUCT APPROVAL NOA 10-1213.07 SMI SERIES "SM-45" |
| | ALUMINUM STOREFRONT N. I. PLEASE CIRCLE TYPE OF |
| | MULLIONS TO BE USED FROM SPAN CHARTS, CIRCLE TYPE OF |
| | REINFORED MULLION IF REQUIRED, CIRCLE TYPE OF ANCHORS |
| | TO BE INSTALLED, TOP (STEEL TUBE) AND BOTTOM (CONCRETE |
| | SILL) , CIRCLE SPAN TABLES FOR THE HORIZONTAL |
| | MULLIONSWITH OR WITHOUT REINFORCING AND TYPE OF |
| | ANCHORS, |
| | PLEASE BE AWARE ON SHEET 6 OF 8 NOTE STATING WOOD BUCKS |
| | AND METAL STRUCTURES NOT BY SMI ALUMINUM SYSTEMS. MUST |
| | SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER |
| | THEM TO THE BUILDING STRUCTURE. |
| | |
| | 10) PRODUCT APPROVAL NOA 06-0405.03 SMITH MOUNTAIN |
| | SERIES "MCKINLEY" EXPIRED OCT. 26, 2011. |
| | |
| | 11) 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. |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
