| Date |
Text |
| 2006-10-16 08:42:34 | |
| | DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 3) THE VALUE FOR THE SCOPE OF WORK HAS BEEN INCREASED |
| | TO $ 83,805.00. THE FEES HAVE BEEN ADJUSTED. |
| | |
| | 4) THE ENERGY CALCULATION FORMS THAT WERE SUBMITTED CAN |
| | ONLY BE USED FOR ADDITIONS OF 600 SQFT OR LESS. THIS |
| | ADDITION IS 952 SQFT. |
| | SUBMIT THE CORRECT FORMS. SEE FBC 13-6. |
| | |
| | 5) PROVIDE A DRAINAGE PLAN FOR THE LOT AS REQUIRED BY |
| | FBC 401.3. |
| | |
| | 6) FBC R 403.1.4 REQUIRES EXTERIOR FOOTINGS TO BE A |
| | MINIMUM OF 12" BELOW FINAL GRADE. PLEASE INDICATE THIS |
| | ON SETION F1 ON SHEET A3.0. |
| | |
| | 7) WALL SECTION B ON A5.0 SPECIFIES AN 18" THICK |
| | FOOTING AND F1 ON A3.0 HAS A 16" THICK FOOTING. PLEASE |
| | CLARIFY. |
| | |
| | 8) THE UPLIFT VALUE FOR THE SIMPSON LUS 210 SHOULD BE |
| | 1165 #, NOT 3015 # PER THE 2006 SIMPSON CATALOG. PLEASE |
| | CORRECT THE TRUSS ANCHOR SCHEDULES ON A4.0 AND A 4.1. |
| | |
| | 9) THE SIMPSON LSSU 410 REQUIRES (18) 16D NAILS TO THE |
| | STRUCTURE PER THE CATALOG. PLEASE CORRECT. |
| | |
| | 10) THE PLYWOOD ROOF SHEATHING NOTES ON A4.1 CONTAINS |
| | SEVERAL ERRORS. THE NOTES SPECIFY 3 ' OK (TYPO FOR OC) |
| | WHICH CONFLICTS WITH THE 4"0C SPECIFIED IN THE SCHEDULE |
| | ON THE SAME PAGE. THE NOTES STATE THAT ZONE 1 CAN BE |
| | ASSUMED THROUGHOUT THE ROOF. THIS IS INCORRECT AS ZONES |
| | 2 AND 3 REQUIRE ENHANCED FASTENING. THE NOTE ALSO |
| | SPECS. 1-3/4" NAILS WHICH IS ALSO INCORRECT. THE |
| | MINIMUM NAILS REQUIRED ARE 8D (2-1/2" ). |
| | |
| | 11) THERE IS A TYPO IN THE SCHEDULES ON A4.0 AND A4.1, |
| | THE WORD SHOULD BE SHANK NOT SHARK. PLEASE CORRECT. |
| | |
| | 12) THE LIVE LOAD FOR BALCONIES SHOULD BE 60 PSF UNDER |
| | STRUCTURAL NOTES ON SHEET D1. |
| | |
| | 13) FBC R704 REQUIRES CLEARANCE OF NOT LESS THAN 6" |
| | BETWEEN EXTERIOR WALL COVERINGS AND THE FINISH GRADE |
| | FOR TERMITE INSPECTION. FBC R319.1(5)REQUIRES WOOD |
| | SIDIN, SHEATHING AND WALL FRAMING TO BE PRESSURE |
| | TREATED OR DECAY-RESISTANT WOOD ORHAVE CLEARANCE OF |
| | AT LEAST 6 " FROM THE GROUND. FBC R404.1.6 REQUIRES |
| | CONCRETE FOUNDATION WALLS TO EXTEND 6" ABOVE FINISHED |
| | GRADE. PLEASE REVISE FOOTING DETAILS AND SECTIONS TO |
| | COMPLY. |
| | |
| | 14) SPECIFY THE REQUIRED ATTIC VENTILATION FOR THE |
| | SECOND FLOOR. SEE FBC R806.1. |
| | |
| | 15) SHOW COMPLIANCE WITH FBC R320.7 WHICH REQUIRES ALL |
| | BUILDINGS WITH EAVES LESS THAN 6"TO HAVE GUTTERS AND |
| | DOWNSPOUTS THAT DISCHARGE 1 FOOT FROM THE STRUCTURE. |
| | |
| | 16) SPECIFY THE 2 LAYERS OF UNDERLAYMENT FOR THE 3:12 |
| | PITCH CEMENT TILE ROOF THAT IS REQUIRED BY FBC |
| | R905.3.3.1 FOR LOW SLOPE ROOFS. |
| | |
| | 17) PROVIDE STRUCTURAL DETAILS FOR THE SECOND FLOOR |
| | DECK THAT ALSO SPECIFIES SPACING OF INTERMEDIATE RAILS. |
| | SEE FBC R312 AND R301.5. |
| | |
| | 18) PROVIDE A DETAIL FOR THE REQUIRED GUARD AT THE OPEN |
| | SIDES OF THE STAIRS, SHOWING COMPLIANCE WITH FBC |
| | R312.1, R312.2.2 AND TABLE R 301.5. |
| | |
| | 19) ON SHEET A3.0 THE FOOTING SECTION TAG ON THE LEFT |
| | SIDE OF THE FOUNDATION PLAN IS INCORRECTLY GIVEN AS |
| | (F2). IT SHOULD BE (F1) AT THIS LOCATION. |
| | |
| | 20) PROVIDE HANDRAIL DETAILS SHOWING COMPLIANCE WITH |
| | FBC R311.5.6, 311.5.6.1 AND 311.5.6.3. |
| | |
| | 21) CITY OF WPB AMENDMENTS TO FBC 106.3.3 REQUIRES THE |
| | DESIGNER OF RECORD FOR THE PROJECT TO REVIEW AND |
| | APPROVE IN WRITING THE PRODUCT APPROVALS. |
| | |
| | 22) SPECIFYON THE PRODUCT APPROVAL NOA FOR THE MONIER |
| | SPANISH "S" CONCRETE TILE, WHICH ONE OF THE METHODS OF |
| | ATTACHMENTS LISTED WILL BE USED TO INSTALL THE THE |
| | TILE. |
| | |
| | 23) SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES AND |
| | DESIGN PRESSURE LISTED IN THE NOA FOR THE GAF BUR |
| | SYSTEM WILL BE INSTALLED. |
| | |
| | 24) THE PRODUCT APPROVAL SUBMITTED FOR THE PGT SH-4000 |
| | WINDOWS IS NOT FOR IMPACT RESISTANT WINDOWS AS |
| | SPECIFIED ON THE PLANS. IT IS ALSO EXPIRED. |
| | |
| | 25) THE PRODUCT APPROVAL NOA FOR THE PGT HR710 IMPACT |
| | WINDOW IS EXPIRED. THE CURRENT ONE IS NOA 03-0612.06 |
| | FOR FL 242-R3. |
| | |
| | 26) SUBMIT PRODUCT APPROVALS FOR THE IMPACT RESISTANT |
| | FIXED GLASS WINDOW. |
| | |
| | 27) SUBMIT PRODUCT APPROVALS FOR THE IMPACT RESISTANT |
| | STRUCTURAL WINDOW MULLIONS. |
| | |
| | 28) PR0VIDE A DETAIL INDICATING HOW THE DECK WILL BE |
| | WATERPROOFED SO THAT WHEN DECKING IS NAILED THROUGH THE |
| | ROOF MEMBRANE IT WILL NOT LEAK. ALSO SPECIFY THE |
| | FLASHING BETWEEN THE DECK AND THE EXTERIORWALL. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
