Date |
Text |
2007-02-02 17:01:53 | |
| BUILDING PLAN REVIEW |
| PERMIT: 07010472 |
| ADD: 5205 GREENWOOD AVE |
| CONT: HEDRICK BROTHERS |
| TEL: (561)689-8880 |
| FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| W/ 2006 FBC REVISIONS |
| * WEST PALM BEACH AMENDMENTS |
| |
| 1STREVIEW |
| ACTION: DENIED |
| |
| 1)--- VERY IMPORTANT STATEMENT --- |
| PLEASE DO NOT IGNORE! |
| WHEN RESUBMITTING PLANS PLEASE INDICATE |
| THE REVISION & REMOVE & REPLACE ANY |
| PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| BER, WITH A DESCRIPTION OF THE REVISION |
| MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| TION PAGE WHERE THE CHANGES CAN BE FOUND |
| WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| YOU FOR YOUR ANTICIPATED COOPERATION. |
| |
| 2 ) FL S S 713.13 |
| NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF |
| THE COURT. |
| NOTE: 713.13(2) |
| IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS |
| NOT ACTUALLY |
| COMMENCED WITHIN 90 DAYS AFTER THE RECORDING THEREOF, |
| SUCH NOTICE IS |
| NULL & VOID. NOTE: 713.13(6)THE POSTING OF THE NOTICE |
| OF COMMENCEMENT |
| AT THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| |
| 3) SHEET SB-101 THE PLANS DO NOT INDICATE THE USE OF |
| TERMITE TREATMENT FOR THE NEW CONCRETE SLAB. 1816.1.1 |
| IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE |
| THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL |
| EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. |
| |
| 1816.1.2 |
| IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL |
| SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL |
| TREATMENT, INCLUDING SPACES BOXED OR FORMED. |
| |
| 1816.1.3 |
| IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR |
| FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING |
| TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY |
| USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF |
| SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL |
| DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. |
| |
| 1816.1.4 |
| IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED |
| WITH A MINIMUM 6 MILLIMETER VAPOR RETARDER TO PROTECT |
| AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE |
| VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY |
| WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE |
| AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS |
| POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID |
| PENETRATING OR DISTURBING TREATED SOIL. |
| |
| 1816.1.5 |
| IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED |
| ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE |
| REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO |
| ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. |
| |
| 4)SHEET SS-002 LOADS AND DESIGN CRITERIA NOTE D) TO |
| PROVIDE GEOTECHNICAL REPORT. FBC 1802.2.1 |
| QUESTIONABLE SOILS, |
| 1802.2.1 QUESTIONABLE SOIL. |
| WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN |
| DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT |
| SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION |
| BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE |
| PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 . |
| |
| 5) SHEET SF-101: |
| 5A) THIS SHEET INDICATES A DETAIL# 1/ SB502 THIS DETAIL |
| IS OF A EXPANDED FOOTER THE WIDTH IS PROVIDED BUT NOT |
| THE LENGTH. THE DEPTH AND NUMBER OF STEELBARS AND SIZE |
| OF BARS IS PROVIDED IN THE DETAIL. PLEASE PROVIDE THE |
| LENGTH. |
| |
| 6) SHEET SF-102: |
| |
| 6A) DETAIL# 1/SF-504 DOESN'T INDICATE IF THE EXISTING |
| PARAPET WALL WILL BE CUT AWAY AT THIS NEW ROOF AREA OR |
| WILL THIS AREA NEED DRAINAGE AND EMERGENCY OVERFLOWS, |
| FOR BOTH SIDES OF THE BUILDING? ADITIONAL INFORMATION |
| REQUIRED? |
| |
| 6B) DETAIL # 2 INDICATES A MONOLITHIC FOOTER GOING PAST |
| THE STEEL FRAME WALL BY SEVERAL INCHES, HOW WILL THIS |
| BE WATERPROOFED SO WATER WILL NOT OSMOSIS UNDER THE |
| BOTTOM TRACK TO THE INTERIOR OF THE BUILDING? SHEET |
| DETAIL 8 /AF-510 INDICATES THE USE OF A MEMBRANE |
| FLASHING APPLIED TO THE 5/8" EXTERIOR DENSEGLASSGOLD |
| SHEATHING. |
| 1403.8 |
| IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE |
| INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS |
| AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING |
| SHALL NOT BE LESS THAN 6 INCHES (152 MM). |
| |
| 6C) BOTH DETAILS 1& 2 BOTH INDICATE THE USE OF STEEL |
| NETWORKS VERTICLIP SLS & SLB , HOW ARE THEY FASTENED TO |
| THE EXISTING STEEL DECK, SINCE THEY ARE PART OF |
| CREATING THE EXTERIOR ENVELOPE (MAIN |
| WINDFORCE-RESISTING SYSTEM) DO THEY HAVE ANY PRODUCT |
| EVALUATION REPORTS?IF REPORTS ARE AVAILABLE HAVE |
| THEY TAKEN A 33% |
| IN WINDLOADS? |
| |
| 6D) THIS SAME DETAIL IT WOULD APPEAR THAT THERE IS A |
| GAP BETWEEN THE EXISTING FLOOR SLAB AND THE NEWLY |
| CREATED CURTAIN WALL SYSTEM, WHAT WILL BE USED TO STOP |
| THE VOID IN THE WALL AT THE SLAB LEVEL, FIRE PROOFING |
| MATERIALS? SHEET AF-302 INDICATES UL FIRE STOP SYSTEM? |
| 711.3 FIRE-RESISTANCE RATING. |
| THE FIRE-RESISTANCE RATING OF FLOOR AND ROOF ASSEMBLIES |
| SHALL NOT BE LESS THAN THAT REQUIRED BY THE BUILDING |
| TYPE OF CONSTRUCTION. WHERE THE FLOOR ASSEMBLY |
| SEPARATES MIXED OCCUPANCIES, THE ASSEMBLY SHALL HAVE A |
| FIRE-RESISTANCE RATING OF NOT LESS THAN THAT REQUIRED |
| BY SECTION 302.3.2 BASED ON THE OCCUPANCIES BEING |
| SEPARATED. WHERE THE FLOOR ASSEMBLY SEPARATES A SINGLE |
| OCCUPANCY INTO DIFFERENT FIRE AREAS, THE ASSEMBLY SHALL |
| HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THAT |
| REQUIRED BY SECTION 706.3.7 . FLOOR ASSEMBLIES |
| SEPARATING DWELLING UNITS IN THE SAME BUILDING OR |
| SLEEPING UNITS IN OCCUPANCIES IN GROUP R-1, HOTEL |
| OCCUPANCIES, R-2 AND I-1 SHALL BE A MINIMUM OF 1-HOUR |
| FIRE-RESISTANCE-RATED CONSTRUCTION. |
| |
| 6E) DETAIL # 1/ SF-505INDICATES AN EXISTING W16X26 |
| AND A NEW BEAM W14X26. THE DETAIL INDICATES THE W14X26 |
| WITH CONNECTION PLATES THAT ARE BOLTEDONTO THE W14X26, |
| BOLT SIZE IS NOT PROVIDED, ALSO THE CONNECTION PLATE |
| SIZE OR TYPE OF CONFIGURATION ISN'T PROVIDED NOR THE |
| CONNECTION TO BEAM W16X26? |
| 106.1.2. ADDITIONAL INFORMATION REQUIRED. |
| |
| 6E) AT THE END OF THE SAME CANOPY THERE IS A SECTION |
| THROUGH THE NEW W14X26 BUT NO DETAIL OF HOW THIS WILL |
| BE ASSEMBLED? |
| 106.1.2 ADDITIONAL INFORMATION REQUIRED. |
| |
| 7) SHEET AF-302 |
| |
| 7A)SHEET AF-302 DETAILS 1& 2 BOTH INDICATE EXTERIOR |
| MOLDING OR TRIM ON THE EXTERIOR OF THE BUILDING, WHAT |
| TYPE OF TRIMWILL BE USED AND HOW WILL IT BE |
| ATTACHED? |
| |
| 106.1.2 ADDITIONAL INFROMATIOIN |
| |
| 7B) SHEET AF-302 BOTH DETAILS INDICATE SECTION 1/ |
| AF-510 A 2 1/2" STRUCTURAL METAL STUD GAUGE OF |
| STREUCTURAL STUD IS NOT PROVIDED. SHEET SF-504 DOESN'T |
| INDICATE GAUGE OF 2 1/2 STRUCTURAL STUD OR HOW IT WILL |
| BE TIED BACK TO THE 6" / 20 GAUGE METAL STUD WALL? |
| |
| 8) SHEET AF-303 DETAIL# 4 INDICATES THE USE OF STANDING |
| SEAM METAL ROOF SYSTEM, DETAIL# 8 OF SF-501 INDICATES A |
| SSTRUCTURAL DECK OF1 1/2" B METAL DECK, |
| PLEASE PROVIDE COMPLIANCE WITH 1507.4.2. THIS ROOF HAS |
| LESS THAN A 2:12 SLOPE. |
| 1507.4.2 DECK SLOPE. |
| THE MINIMUM SLOPE FOR LAPPED, NONSOLDERED SEAM METAL |
| ROOFS WITHOUT APPLIED LAP SEALANT SHALL BE THREE UNITS |
| VERTICAL IN 12 UNITS HORIZONTAL (25-PERCENT SLOPE). THE |
| MINIMUM SLOPE FOR LAPPED, NONSOLDERED SEAM METAL ROOFS |
| WITH APPLIED LAP SEALANT SHALL BE ONE-HALF VERTICAL |
| UNIT IN 12 UNITS HORIZONTAL (4-PERCENT SLOPE). THE |
| MINIMUM SLOPE FOR STANDING SEAM OF ROOF SYSTEMS SHALL |
| BE ONE-QUARTER UNIT VERTICAL IN 12 UNITS HORIZONTAL |
| (2-PERCENT SLOPE). |
| |
| 9A)1609.1.4 PROTECTION OF OPENINGS. |
| IN WIND-BORNE DEBRIS REGIONS, EXTERIOR |
| GLAZING THAT RECEIVES POSITIVE PRESSURE |
| IN THE LOWER 60 FEET (18.3 M) IN |
| BUILDINGS SHALL BE ASSUMED TO BE |
| OPENINGS AND THE BALANCE OF GLAZED |
| OPENINGS IN THE REST OF THE BUILDING |
| SHALL BE ASSUMED TO BE ZERO UNLESS SUCH |
| GLAZING THAT RECEIVES POSITIVE PRESSURE |
| IS IMPACT RESISTANT OR PROTECTED WITH AN |
| IMPACT RESISTANT COVERING MEETING THE |
| REQUIREMENTS OF SSTD 12, ASTM E 1886 AND |
| ASTM E 1996, OR MIAMI-DADE TAS 201, 202 |
| AND 203 REFERENCED THEREIN AS FOLLOWS: |
| 1.GLAZED OPENINGS LOCATED WITHIN 30 |
| FEET (9.1 M) OF GRADE SHALL MEET THE |
| REQUIREMENTS OF THE LARGE MISSILE TEST. |
| 2.GLAZED OPENINGS LOCATED MORE THAN |
| 30 FEET (9.1 M) ABOVE GRADE SHALL MEET |
| THE PROVISIONS OF THE SMALL MISSILE |
| TEST. |
| |
| 9B)PRODUCT APPROVALS SUBMITTED WITH |
| PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| PLEASE SEE THE STATE WEBSITE AT WWW. |
| FLORIDABUILDING.ORG. PRODUCTS WITH |
| STATEWIDE APPROVAL ARE REQUIRED TO BE |
| SUBMITTED WITH A COVER SHEET THAT LISTS |
| THE PRODUCT IDENTITY NUMBER FROM THE |
| STATE. IF THE PRODUCT DOES NOT HAVE |
| STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| SPECIFIC FORM PER RULE 9B-72. SEE |
| ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| |
| 9C)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. |
| |
| 9D)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, |
| PROVIDE 2 COPIES(3 IF THRESH- |
| OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| TESTING REPORTS,MISSING REPORTS ARE AS |
| FOLLOWS: |
| WINDOWS: |
| FIXED WINDOWS STORE FRONT |
| CURTAINWALL |
| DOORS: |
| GLAZED DOORS |
| HOLLOW METAL FRAME DOORS |
| TRANSOMS |
| SIDELIGHTS |
| MULLIONS |
| VERTICAL |
| HORIZONTAL |
| LOUVERS WALL |
| EFIS SYSTEMS |
| ROOFING ASSEMBLIES |
| UNDERLAYMENTS |
| ROOFING INSULATION |
| STANDING SEAM METAL ROOFING |
| ROOF HATCHES IF NEW OR REPLACED |
| |
| 9E ) THIS ROOF IS MISSING OR NOT IN |
| COMPLIANCE WITH THE FOLLOW ITEMS: |
| |
| __X__ CONTRACTOR FAILED TO INDICATE WHICH |
| SYSTEM TO BE USED. |
| |
| _X_ THE SYSTEM PROVIDED HAS A LOW |
| PRESSURE FOR ZONE ___ . |
| |
| _NOT KNOWN__ THE SYSTEM PROVIDED STATES |
| LIMITATION# 7, SHOULD THE FASTENER |
| RESISTANCE BE LESS THAN THAT |
| REQUIRED, AS DETERMINED BY THE |
| BUILDING OFFICIAL, A REVISED |
| FASTENER SPACING, PREPARED , SIGNED |
| AND SEALED BY A FLORIDA REGISTERED |
| PROFESSIONAL ENGINEER, REGISTERED |
| ARCHITECT OR REGISTERED ROOF |
| CONSULTANT MAY BE SUBMITTED. |
| |
| _NOT KNOWN__THE SYSTEM PROVIDED INDICATES |
| LIMITATION# 9, NO ENHANCED |
| FASTENING ALLOWED. |
| |
| 10) PLEASE PROVIDE THE APPROPRIATE INFORMATION FOR |
| EITHER OF THE FOLLOWING: |
| 13-400.2A.2 SHELL BUILDING |
| 14-400.0..C.4 RENOVATED BUILDINGS |
| 13-400.0 COMPLIANCE CRITERIA |
| |
| 11)BEFORE A PERMIT TO CONSTRUCT, MAY |
| BE ISSUED, IMPACT FEES MUST BE PAID TO |
| PALM BEACH COUNTY. THE ACTUAL PERMIT |
| SET OF PLANS MUST BE STAMPED BY THAT |
| OFFICE, AND A COPY OF THE PAID RECEIPT |
| ATTACHED TO THE PERMIT APPLICATION. |
| PLEASE CALL (561)233-5025 FOR MORE |
| INFORMATION. |
| |
| BUILDING PLAN REVIEW |
| JIM WITMER C. B. O. |
| |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |
| E-MAIL: [email protected] |
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