| Date |
Text |
| 2007-10-21 14:17:51 | 500 BANYAN BLVD |
| | CITY PARKING GARAGE |
| | OCT. 22/ 2007 |
| | |
| | |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 07090764 |
| | ADD: 500 BANYAN BLVD |
| | CONT: CATALFUMO |
| | TEL: (561)307-4746 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | ACTION: DENIEDWPB AMENDMENT 105.13.6. W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT |
| | REQUEST FOR THRESHOLD BUILDINGS A |
| | SPECIAL INSPECTOR AS REQUIRED BY S. |
| | 553.79(5) FLORIDA STATUTES TO THE MIN- |
| | IMUM INSPECTIONS REQUIRED BY THIS CODE. |
| | CONTACT HAROLD PISKURA MANAGER OF THE |
| | SPECIAL INSPECTOR PROGRAM AT (561) |
| | 805-6711 FOR FURTHER INFORMATION BEFORE |
| | THE PERMIT MAY BE ISSUED. |
| | |
| | 1A)--- 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 NUMBER, WITH |
| | A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE |
| | SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE |
| | FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR |
| | ANTICIPATED COOPERATION. |
| | |
| | 1B)PLEASE SUBMIT 2 OF ALL SURVEYS, PLANS, REPORTS, |
| | REVISIONS , PRODUCT APPROVALS AND OR SUBMITTALS FOR |
| | REVIEW FOR PERMIT. |
| | IF YOUR PROJECT WILL REQUIRE A RESIDENT INSPECTOR OR IF |
| | YOUR PROJECT IS A THRESHOLD BUILDING REQUIRING A |
| | THRESHOLD INSPECTOR THEN (3) THREE SETS OF ALL SAID |
| | DOCUMENTS WILL BE REQUIRED FOR PERMIT ISSUANCE. 106.1* |
| | /2004 SUBMITTAL DOCUMENTSWEST PALM BEACH |
| | ADMINISTRATIVE CODE. |
| | |
| | 1C) 106.1.1* W.P.B. ADMINISTRATIVE CODE/2004 |
| | DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN |
| | THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF |
| | MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY |
| | WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE |
| | SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE CITED AS |
| | A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR ITS |
| | EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| | WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 1D) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) |
| | AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC |
| | BUILDING WITH THE2007 REVISIONS, PLEASE SEE SHEET |
| | T-1& LS0.0 APPLICABLE CODES. |
| | |
| | 1E) PLEASE SEE SHEET T-1 UNDER APPLICABLE CODES (2)(E) |
| | UPDATE THE STANDARD ASCE 7-98,SEE SECTION 1609.1.1 & |
| | CHAPTER 35 REFRENECE STANDARDS. |
| | |
| | 2) NOTE, IMPACT FEE STAMP AND RADON FEES WERE PAID |
| | UNDER FOUNDATION PERMIT # 07070220. |
| | |
| | 3)WPB AMENDMENT 105.13.6. W.P.B. CONSTRUCTION |
| | SERVICES DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A |
| | SPECIAL INSPECTOR AS REQUIRED BY FL S S. 553.79(5) |
| | FLORIDA STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY |
| | THIS CODE. CONTACT HAROLD PISKURA MANAGER OF THE |
| | SPECIAL INSPECTOR PROGRAM AT (561) 805-6711 FOR FURTHER |
| | INFORMATION BEFORE THE PERMIT MAY BE ISSUED. ALTHOUGH |
| | THERE IS A ON GOING FOUNDATION PERMIT, A SECOND |
| | AGREEMENT WILL BE REQUIRED SINCE THESE ARE STAND ALONE |
| | PERMITS. |
| | |
| | 4) NOTEICE TO CONTRACTOR:109.3.10* IMPACT OF |
| | CONSTRUCTION. ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PERFORMED IN A MANNER SO AS NOT TO |
| | ADVERSELY IMPACT THE CONDITION OF ADJACENT PROPERTY, |
| | UNLESS SUCH ACTIVITY IS PERMITTED TO AFFECT SAID |
| | PROPERTY PURSUANT TO A CONSENT BY THE APPLICABLE |
| | PROPERTY OWNER, UNDER TERMS & CONDITIONS AGREEABLE TO |
| | THE APPLICABLE PROPERTY OWNER. THIS INCLUDES BUT IS NOT |
| | LIMITED TO THE CONTROL OF DUST, NOISE, WATER OR |
| | DRAINAGE RUN-OFF, DEBRIS, AND THE STORAGE OF |
| | CONSTRUCTION MATERIALS. NEW CONSTRUCTION ACTIVITY SHALL |
| | NOT ADVERSELY IMPACT HISTORIC SURFACE WATER DRAINAGE |
| | FLOWS SERVING ADJACENT PROPERTIES, & MAY REQUIRE |
| | SPECIAL DRAINAGE DESIGN COMPLYING WITH ENGINEERING |
| | STANDARDS TO PRESERVE THE |
| | POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY, |
| | DEVELOPERS, CONTRACTORS, AND OWNERS OF ALL NEW |
| | RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS, POOLS, |
| | PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING |
| | PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ |
| | FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A |
| | PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED |
| | DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A |
| | CERTIFICATION FROM A LICENSED ENGINEER SHALL BE |
| | SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL |
| | OF THE FINAL INSPECTION. |
| | |
| | 5) 109.3.10.1 HURRICANE PROTECTION. IT SHALL BE |
| | UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED |
| | MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR |
| | OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS. |
| | AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE |
| | HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH |
| | CONSTRUCTION MATERIALS,EQUIPMENT AND DEBRIS SHALL BE |
| | EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN |
| | SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH |
| | CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING |
| | DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY |
| | PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE |
| | CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24 |
| | HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE |
| | SUBJECT TO A FINE NOT TO EXCEED $500.00.IN ADDITION |
| | TO THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS |
| | SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO |
| | SECTION 113 OF THIS CHAPTER. |
| | |
| | 6) PLEASE REVIEW ALL SHEETS ARCHITTECTAL AND |
| | ENGINEERING SHEETS FOR THE REQUIRED ADDRESSIN THE |
| | TITLEBLOCK. FLORIDA ADMINISTRATIVE CODE 61G15-23.002 & |
| | 61G1-16.004 , FBC 2004, |
| | 110.1.2 & 106.5. NOTE SHEET S1 HAS 401 CLEMATIS ST ON |
| | SHEET. |
| | |
| | 7) LS.1 VERSES A6.1 DETAIL# 01 THE RETAIL STORES 1.101 |
| | & 1.102 BOTH INDICATE A 2 HR RATED WALL BETWEEN THE |
| | PARKING GARAGE AND RETAIL AREAS, A6.1 DOES NOT HAVE ANY |
| | WALL TAGS IDENTIFYING TYPES OF WALLS NOR RATING. FBC |
| | 106.1.2 ADDITIONAL INFORMATION REQUIRED, TABLE 302.3.2 |
| | & 706.3.6 & 708.1. |
| | |
| | 8)LS.1 VERSES A6.1 DETAIL# 01 THE RETAIL STORES BOTH |
| | DO NOT INDICATE WALL RATINGS NOR WALL TAGS FOR THE |
| | TENANT SEPERATION WALLS BETWEEN THE TWO UNITS.FIRE |
| | PARTITIONS 708.1(5). |
| | |
| | 9)PLANS FAIL TO PROVIDE THE OCCUPANCY SEPERATION |
| | BETWEEN THE RETAIL AREAS AND THE S2 STORAGE OCCUPANCY |
| | ON THE 2ND FLOOR, 711.3 FIRE RESISTANCERATINGS, SHEET |
| | A5-0.2 INDICATES THE USE OF |
| | HOLLOW CORE SLAB FOR A RATED ASSEMBLY PLEASE SEE |
| | 721.2.2.1.1 FOR THE EQUIVALANT THICKNESS VALUE FOR TYPE |
| | OF SLABALSO SEE TABLE 721.2.2.1. |
| | |
| | 10) SHEET A5-D.1 INDICATES THE USE OF T-JOIST FLOOR |
| | SYSTEM PLEASE PROVIDE THE HOURLY FIRE RATING FOR SUCH |
| | FLOOR SYSTEM , 721.2.2.1.2 / TABLE 721.2.2.1. |
| | |
| | 11)LS.1 VERSES A6.1 DETAIL# 01 THE GENERATOR ROOM, |
| | LS.1 INDICATES A 2HR RATED WALL BETWEEN THE S2 STORAGE |
| | AND THE GENERATOR, SHEET A6.1 IT APPEARS THERE IS A |
| | LOUVER IN THIS WALL. |
| | SEE 702 FIRE DAMPERS, &716.3.1 FIRE PROTECTION |
| | RATING. FIRE DAMPERS SHALL HAVE THE MINIMUM FIRE |
| | PROTECTION RATING SPECIFIED IN TABLE 716.3.1 FOR THE |
| | TYPE OF PENETRATION. |
| | |
| | 12) LS.1 VERSES A6.1 DETAIL# 01 THE EMERGENCY POWER |
| | SUPPLY ROOM # 1.106. LS.1 INDICATES A TWO HOUR RATED |
| | WALL WHERE AS THE DOOR SCHEDULE ON A-8.1 DOES NOT SHOW |
| | ANY FIRE RATING AT ALL. |
| | PLEASE SEE SECTION 715.3 AND TABLE 715.3. |
| | |
| | 13) A6.1 DETAIL# 01 DOES NOT INDICATE WALL TAGS FOR THE |
| | 2 HR RATED WALL SEPERATING THE S2 OCCUPANCY FROM THE |
| | SEPERATED USE ROOMS GENERATOR, ELECTRIC ROOM , ETC, |
| | PLEASE PROVIDE ADDITIONAL INFORMATION 106.1.2 & TABLE |
| | 715.3 REQUIRED WALL RATINGS, MAIN ELECTRIC ROOM NFPA |
| | 13:8.14.0, GENERATOR ROOM NFPA 110.7.2.2 & MAIN |
| | ELECTRIC ROOM NFPA 13.8.14.10. |
| | |
| | 14)A6.1 DETAIL# 01 STORAGE ROOM 1.108 PLEASE PLACE |
| | WALL IDENTIFICATION TAGS ON COMMON WALLS TO THE S2 |
| | ENCLOSED PARKING GARAGE WALLS. PLANS APPEAR TO HAVE |
| | OPENINGS IN THE EAST END OF THE STORAGE ROOM WALL, ARE |
| | THEY ENCLOSED OR RATED? WHAT TYPE OF STORAGE IS THIS S1 |
| | OR S2? 106.1.2 ADDITIONAL INFORMATION REQUIRED.SECTION |
| | 302.1. |
| | |
| | 15) A6.1 DETAIL# 02 STORAGE ROOM 1.109 PLEASE INDICATE |
| | AS TO WHAT TYPE OF ITEMS ARE TO PLACED IN STORAGE |
| | CREATING EITHER A S1 OR S2 OCCUPANCY? SECTION302.1 . |
| | |
| | 16) A6.1 DETAIL# 03 THE ELEVATOR MACHINE ROOM # |
| | 2.003.1AND ROOM 2.005L DOESN'T INDICATE ANY WALL |
| | IDENTIFICATION TAGS NOR DOES THE DOOR SCHEDULE INDICATE |
| | A FIRE RATING ON DOOR# 2-003.1A SHEET A8.1. |
| | 3006.4 MACHINE ROOMS AND MACHINERY SPACES. ELEVATOR |
| | MACHINE ROOMS AND MACHINERY SPACES SHALL BE ENCLOSED |
| | WITH CONSTRUCTION HAVING A FIRE-RESISTANCE RATING NOT |
| | LESS THAN THE REQUIRED RATING OF THE HOISTWAY ENCLOSURE |
| | SERVED BY THE MACHINERY. |
| | |
| | 17) PLEASE PROVIDE COMPLIANCE WITH, 3002.4 ELEVATOR CAR |
| | TO ACCOMMODATE AMBULANCE STRETCHER . IN BUILDINGS FOUR |
| | STORIES IN HEIGHT OR MORE, AT LEAST ONE ELEVATOR SHALL |
| | BE PROVIDED FOR FIRE DEPARTMENT EMERGENCY ACCESS TO ALL |
| | FLOORS. SUCH ELEVATOR CAR SHALL BE OF SUCH A SIZE AND |
| | ARRANGEMENT TO ACCOMMODATE A 24-INCH BY 76-INCH (610 MM |
| | BY 1930 MM) AMBULANCE STRETCHER IN THE HORIZONTAL, OPEN |
| | POSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL |
| | SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE). |
| | THE SYMBOL SHALL NOT BE LESS THAN 3 INCHES (76 MM) HIGH |
| | AND SHALL BE PLACED INSIDE ON BOTH SIDES OF THE |
| | HOISTWAY DOOR FRAME. |
| | |
| | 18)3003.6.1 VENTS. HOISTWAYS OF ELEVATORS SERVING |
| | MORE THAN 3 FLOORS SHALL BEPROVIDED WITH MEANS OF |
| | VENTING SMOKE AND HOT GASES TO THE OUTER AIR IN CASE OF |
| | FIRE. |
| | |
| | 19)3003.6.2 VENTS SHALL BE LOCATED BELOW THE FLOOR OR |
| | FLOORS AT THE TOP OF THE HOISTWAY, AND SHALL BE EITHER |
| | DIRECTLY TO THE OUTER AIR OR THROUGH NONCOMBUSTIBLE |
| | DUCTS TO THE OUTER AIR. |
| | |
| | 20) A6.1 DETAILS 02 AND 03 BOTH INDICATE THE VERTICAL |
| | EXIT ENCLOSURES AND ELEVATOR HOIST WAYS AGAIN THERE ARE |
| | NO WALL TYPE IDENTIFICATION TAGS INDICATING THESE WALLS |
| | ARE 2 HR RATED WALLS AND OF WHAT TYPE OF CONSTRUCTION. |
| | THE LIFE SAFETY PLAN DOES IDENTIFY THEM AS TWO HR RATED |
| | BUT WHAT TYPE OF CONSTRUCTION. 707.4. |
| | |
| | 21) PLEASE PROVIDE INFORMATION ON THE SPIRAL STAIRWAY, |
| | RISERS, TREAD DEPTH, HEAD ROOM ETC, 1009.9.1. |
| | |
| | 22) DELETED.10-26-07 |
| | 23) SHEET A2.1 DETAIL# 02 PLEASE PROVIDE WHAT TYPE OF |
| | MATERIAL THE ARCHITECTURAL TRIM IS DEPICTED IN THIS |
| | PICTURE? AND HOW WILLIT BE ATTACHED TO THE STRUCTURE. |
| | 1406.2.2. |
| | |
| | 24)PLEASE PROVIDE INFORMATION FOR CODE COMPLIANCE ON |
| | VAN ACCESSIBILITY AND IN COMPLIANCE WITH 11-4.6.3 VAN |
| | ACCESSIBLITY REQUIREMENTS |
| | |
| | 25) SHEET A3.2 PROVIDE THE WIND LOAD INFORMATION |
| | (CALCULATIONS) FOR THE ROOFTOP LIGHT POLES. ASCE 7-02. |
| | |
| | 26) A4.3 INDICATES VARIOUS PRECAST PILASTER DETAILS BUT |
| | THERE IS NO DETAILS FOR INSTALLATION PLEASE PROVIDE |
| | METHOD OF ATTACHMENT, 1405.6/ 1405.7/ 1405.9 . |
| | |
| | 27)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. |
| | ALL OF THE PRODUCT APPROVALS ARE STAMPED WITH |
| | THORTON-TOMASETTIS' SHOP DRAWING STAMP THAT THEY WERE |
| | REVIEWED. THE ISSUE THAT IS NOT COMMONLY KNOWN THAT THE |
| | OLDER MIAMI-DADE |
| | NOA'S THAT WERE TESTED BEFORE THE 2004 FBC MAY OR MAY |
| | NOT MEET THE CURRENT 2004 FBC. 1605.3.1.1 LOAD |
| | REDUCTIONS. BEFORE THE 2004 FBC THE MANUFACTURERS WERE |
| | ALLOWED TO TAKE |
| | 1.33 STEEL INCREASES AND DID SO WITH THERE FASTENERS. |
| | THE NEWER MIAMI-DADE REPORTS AND THE OLDER REPORTS THAT |
| | ARE BEING UPDATED ARE BEING REVIEWED FOR THE ANCHOR |
| | CONNECTIONS. THE |
| | STATEMENTIS SHOWN UNDER C CALCULATION, REVISED |
| | ANCHOR CALCULATIONS THAT HAVE BEEN REVIEWED UNDER THE |
| | 2004 FBC WILL STATE THE ANCHOR CALCULATIONS HAVE BEEN |
| | REVIEWED TO THE 2004 FBC. |
| | PLEASE REVIEW THE INGERSOLL- RAND AND THE TRAINER GLASS |
| | FOR THE ANCHOR CONNECTIONS MEETING 1605.3.1.1/ 2004 |
| | FBC. THIS MAY AFFECT THE PRESSURES LISTED IN THE |
| | REPORT. |
| | |
| | 28) SHEET S0.30 PROVIDES THE ELEVATIONS WITH THE |
| | ILLUSTRATED INTERIOR ZONES AS WELL AS THE END ZONES, |
| | THE PLANS DO FAIL TO PROVIDE THE ZONE LOCATION AND |
| | ASSOCIATEDPRESSURES FOR THE DOORS LOCATED ON THE ROOF |
| | TOP STAIR TOWERS. PLEASE PROVIDE THIS ADDITIONAL |
| | INFORMATION TO REVIEW FOR WIND PRESSURES. 1609. 6.1.2. |
| | |
| | 29A)THE EVALUATION REPORT FROM INGERSOLL-RAND REPORT# |
| | S07-001 IS A COPY AND NEEDS TO BE AN ORIGINAL (3) FOR |
| | THRESHOLD BUILDING) SIGNED AND SEALED REPORTS. 29B) |
| | THIS REPORT INDICATESUNDER PRODUCT COMPARISON TO BE A |
| | INSWING DOOR WHERE AS UNDER EVALUATION FOR A POSITIVE |
| | WIND APPLICATION THE WIND LOAD APPLIED TO THE DOOR |
| | PANEL WOULD BE DISTRIBUTED AROUND THE FRAME EQUALLY, |
| | THIS WOULD REQUIRE THE DOOR & FRAME TO BE INSTALLED IN |
| | A OUTSWING INSTALLATION. PLEASE CORRECT STATEMENTS. |
| | 29C) PLEASE PROVIDE CALCULATIONS INDICATING THE |
| | EXTRAPOLATION OF PRESSURES OR INTERPALATION OF |
| | PRESSURES, DEPENDING ON REPORT. |
| | 29D) IT APPEARS THAT A LOCAL PRODUCT APPROVAL WILL BE |
| | REQUIRED, PLEASE FILL OUT FORM FOR A LOCAL PRODUCT |
| | APPROVAL FOR WEST PALM BEACH, SEE FORM ATTACHED. |
| | |
| | 30) THE PRODUCT APPROVAL FOR TRAINER GLASS WILL REQUIRE |
| | FLORIDA APPROVAL COVERSHEETS, 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 APPLICATION FOR LOCAL PRODUCT |
| | APPROVAL OR SITE SPECIFIC FORM PER RULE 9B-72. |
| | |
| | 31) LOUVERS,THE PRODUCT APPROVAL THST WAS SUBMITTED |
| | FORAMERICAN WARMING AND VENTILATING UNDER FL# 5121 IS |
| | NOT THE REPORT THAT WASSPSECED ON SHEET A8.2 / W-12, |
| | NOTE THERE IS A |
| | W-13 AND NO REPORT NUMBER SPECIFIED? |
| | |
| | 32) ROOFING, NO ROOFING REPORT WAS SUBMITTED EVEN |
| | THOUGH THERE IS A ROOFER SIGNER ON THE PERMIT |
| | APPLICATION. |
| | THIS ROOF IS MISSING OR NOT INCOMPLIANCE WITH THE |
| | FOLLOW ITEMS: |
| | __XX_ CONTRACTOR DID NOT PROVIDE PRODUCT APPROVAL |
| | REPORT. |
| | __XX_ CONTRACTOR FAILED TO INDICATE WHICH SUB-SYSTEM TO |
| | BE USED. |
| | __XX_ THE SYSTEM PROVIDED HAS A LOWPRESSURE FOR ZONE |
| | 2&3___ . |
| | __XX_ THE SYSTEM PROVIDED STATESLIMITATION# 7, |
| | SHOULD THE FASTENER RESISTANCE BE LESS THAN THAT |
| | REQUIRED, AS DETERMINED BY THE |
| | BUILDING OFFICIAL, A REVISEDFASTENER SPACING, |
| | PREPARED , SIGNEDAND SEALED BY A FLORIDA REGISTERED |
| | PROFESSIONAL ENGINEER, REGISTERED |
| | ARCHITECT OR REGISTERED ROOFCONSULTANT MAY BE |
| | SUBMITTED. |
| | __XX_ BE AWARE OF : THE SYSTEM PROVIDED INDICATES |
| | LIMITATION# 9, NO ENHANCEDFASTENING ALLOWED. |
| | |
| | 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. |
| | 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS |
| | OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF |
| | CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST |
| | RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT |
| | BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC |
| | REQUIREMENT, THE SPECIFIC |
| | REQUIREMENT SHALL BE APPLICABLE. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
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| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
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