| Date |
Text |
| 2007-07-24 10:46:11 | DENIED BY BUILDING |
| | |
| | 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) SHOW COMPLIANCE WITH R302.1 EXTERIOR WALLS. |
| | EXTERIOR WALLS SEPARATED BY LESS THAN 6 FEET (1828 MM) |
| | SHALL HAVE NOT LESS THAN A ONE-HOUR FIRE-RESISTIVE |
| | RATING WITH EXPOSURE FROM BOTH SIDES. PROJECTIONS SHALL |
| | NOT EXTEND TO A POINT CLOSER THAN 4 FEET (1220 MM) FROM |
| | AN ADJACENT PROJECTION OR WALL. SPECIFY THE DISTANCE TO |
| | THE CARRAIGE HOUSE AND STRUCTURES ON THE ADJACENT LOTS |
| | WHERE THE DISTANCE TO THE PROPERTY LINE IS LESS THAN 6 |
| | FEET. |
| | |
| | 4) SUBMIT ENERGY CALCULATIONS FOR THE REMODELED |
| | CARRIAGE HOUSEAS REQUIRED BY FBC CHAPTER 13. |
| | |
| | 5) SUBMIT THE MANUFACTURER'S SPECIFICATIONS AND |
| | INSTALLATION INSTRUCTIONS FOR THE ICYNENE INSULATION. |
| | |
| | 6) SHOW COMPLIANCE WITH FBC R320 PROTECTION AGAINST |
| | TERMITES. SPECIFY WHAT METHOD OF TERMITE PROTECTION |
| | WILL BE USED. |
| | |
| | 7)SHOW COMPLIANCE WITH R320.7 PROTECTION AGAINST DECAY |
| | AND TERMITES. |
| | CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT |
| | LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR |
| | SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON |
| | ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM) |
| | HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON |
| | A ROOF ABOVE ANOTHER ROOF. |
| | |
| | 8)IN ORDER FOR THE EXTERIOR DOORS OR WINDOWS TO BE |
| | REUSED THEY ARE REQUIRED TO HAVE A PRODUCT APPROVAL OR |
| | HAVE SITE SPECIFIC ENGINEERING. INDICATE WHICH PRODUCT |
| | APPROVALS ARE FOR THESE ITEMS OR SUBMIT SIGNED AND |
| | SEALED ENGINEERING FOR THEM. IMPACT PROTECTION IS ALSO |
| | REQUIRED FOR THESE PRODUCTS. |
| | |
| | 9) SPECIFY THE WINDOW TYPES ON THE PLANS(IE. SINGLE |
| | HUNG, CASEMENT, ETC.). |
| | |
| | 10) SPECIFY THE DOOR TYPE OF THE SIDE SWING DOOR AT THE |
| | GARAGE ON THE FIRST FLOOR PLAN ON CH.2. SUBMIT PRODUCT |
| | APPROVALS FOR THIS DOOR. THE DOOR IS NOT SHOWN ON THE |
| | PROPOSED EAST ELEVATION ONCH.4. |
| | |
| | 11) SHOW COMPLIANCE WITH R322.1.1 FOR BATHROOM DOOR |
| | WITH A 29" CLEAR OPENING. |
| | |
| | 12) ON SHEET S.1 THE NOTES REFERENCE ASCE 7-98. PLEASE |
| | UPDATE THIS TO REFERENCE ASCE 7-02 PER CHAPTER 43 OF |
| | THE 2004 FBC RESIDENTIAL. |
| | |
| | 13) ALSO ON SHEET S.1, PLEASE UPDATE ASCE 530-99 TO |
| | ASCE 530-05. SEE FBC R CHAPTER 43. |
| | |
| | 14) ON SHEET S.1 THE NOTES SPECIFY REQUIRED SOIL |
| | BEARING PRESSURE AS 3000 PSF. THE NOTE ON S.2 SPECIFIES |
| | THE REQUIRED SOIL BEARING PRESSURE AS 2500 PSF. PLEASE |
| | CORRECT. NOTE: THE SOIL ENGINEER'S REPORT IS FOR A SOIL |
| | BEARING CAPACITY OF 2500 PSF. |
| | |
| | 15) PROVIDE DETAILS FOR THE INTERIOR STAIRS. SHOW |
| | COMPLIANCE WITH FBC R311.5. SPECIFY RISER AND TREAD |
| | DIMENSIONS, HANDRAILS, GUARDS, ETC. |
| | |
| | 16) SPECIFY THE SLOPE OF THE PORCH ROOF. |
| | |
| | 17) SPECIFY THE EMBED DEPTH OF THE #5 REBAR THAT IS |
| | DOWELED AND EPOXIEDINTO THE EXISTING SLAB. SEE |
| | FOUNDATION PLAN ON S.2. |
| | |
| | 18) SPECIFY THE HEIGHT OF THE PORCH ABOVE FINISH |
| | GRADE. |
| | |
| | 19) PROVIDE A DETAIL FOR THE FIRST FLOOR JOISTS ATTACH |
| | TO THE EXISTING FOUNDATION WALL. SEE THE FOUNDATION |
| | PLAN ON S.2 WHERE THE B CONNECTORS ARE SPECIFIED. |
| | |
| | 20) DETAIL 2 ON S.2 SPECIFIES THE FOOTING DEPTH AS 1'- |
| | 2" AND THE FOOTING SCHEDULE SPECIFIES THE DEPTH AS 18" |
| | OR 1'- 6". PLEASE CORRECT. |
| | |
| | 21) PROVIDE BASE AND CAP CONNECTION DETAILS FOR THE 6 X |
| | 6 WOOD POSTS AT THE PORCH. |
| | |
| | 22) PROVIDE DETAILS FOR THE WOOD BEAM AT THE PORCH. |
| | SPECIFY THE CONNECTION OF THE WOOD BEAM TO THE WOOD |
| | FRAME WALLS. |
| | |
| | 23) SPECIFY THE CONNECTION OF THE PORCH RAFTERS TO THE |
| | WALLS OF THE STRUCTURE. |
| | |
| | 24) SPECIFY THE CEILING MATERIAL THAT WILL BE USED ON |
| | THE UNDERSIDE OF THE PORCH RAFTERS. |
| | |
| | 25) SPECIFY THE OVERHANG AT THE PORCH ROOF. |
| | |
| | 26) PLEASE INDICATE WHERE THE STEEL BEAM DETAILS 6, 7 |
| | AND 8 ON S.3 WILL BE USED. |
| | |
| | 27) THE EXISTING EAST ELEVATION ON A.3 DOES NOT SHOW |
| | THE TWO LAUNDRY ROOM WINDOWS. |
| | |
| | 28) ON THE PROPOSED EAST ELEVATION ON SHEET A.3 PLEASE |
| | CLARIFY IF THE 19'- 2" IS THE CEILING (BOTTOM OF THE |
| | TRUSSES) OR THE ROOF (TOP OF TRUSSES). SEE THE LOCATION |
| | OF THE OVER FLOW SCUPPER. |
| | |
| | 29) PROVIDE A DETAIL SPECIFING HOW THE PARAPET WALLS |
| | ARE CONNECTED TO THE ROOF TRUSSES AND THE WALLS BELOW. |
| | SPECIFY CONNECTORS, SPACING, ETC. |
| | |
| | 30) SPECIFY WHERE THE 18" DEEP FLOOR TRUSSES IN DETAIL |
| | 4 ON S.3 ARE USED. |
| | |
| | 31) ON DETAIL 2 OF THE 2ND FLOOR FRAMING PLAN ON S.3 |
| | THE FLOOR TRUSSES ARE SPECIFIED AS ROOF TRUSSES. PLEASE |
| | CORRECT. |
| | |
| | 32)WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCT WHICH ARE |
| | REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. |
| | |
| | 33) SUBMIT RAS 117 CALCULATIONS FOR ENHANCED FASTENING |
| | OF THE GAF ROOFING MATERIAL AS ALLOWED BY LIMITATION |
| | NUMBER 7 ON PAGE 32 OF THE NOA. THE DESIGN PRESSURE FOR |
| | THE SPECIFIED SYSTEM AND FASTENING OPTION IS - 45 PSF. |
| | THE COMPONENT AND CLADDING TABLE IN THE 2004 FBC |
| | SPECIFIES UPLIFTS OF -59.2 PSF IN ROOF ZONE 2 AND -89 |
| | PSF IN ZONE 3. |
| | |
| | 34) SUBMIT PRODUCT APPROVALS FOR THE DOUBLE OUTSWING |
| | FRENCH DOORS WITH SIDELITES. |
| | |
| | 35) SUBMIT PRODUCT APPROVALS FOR THE NEW CYPRESS ENTRY |
| | DOOR. |
| | |
| | - ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
