| Date |
Text |
| 2016-04-15 09:35:39 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15120536 |
| | ADD: 2745 OKEECHOBEE BLVD. |
| | CONT: HEDRICK BROTHERS |
| | TEL: 561-568-8931 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2ND REVIEW |
| | DATE: THURS. APRIL 14/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) PROVISO: ART IN PUBLIC PLACES. THE CITY OF WEST PALM |
| | BEACH ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT |
| | APPLIES TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR |
| | WHICH THE PERMIT APPLICATION WAS SUBMITTED AFTER |
| | 7/1/14, AND THE TOTAL PROJECT CONSTRUCTION COSTS ARE |
| | EQUAL TO OR GREATER THAN $500,000. PER CITY OF WEST |
| | PALM BEACH ORDINANCE NO. 4504-14, AND CITY OF WEST PALM |
| | BEACH CODE OF ORDINANCES, ARTICLE V, ART IN PUBLIC |
| | PLACES, SECTION 78-123(A) AND SECTION 78-126(A), THE |
| | ART ASSESSMENT IS 1% OF THE TOTAL PROJECT CONSTRUCTION |
| | COST. |
| | |
| | PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE |
| | V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND |
| | NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO |
| | THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE |
| | PROJECTS. |
| | |
| | 2) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING. |
| | THRESHOLD BUILDING FL S. S. 553.71(7) ?THRESHOLD |
| | BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN |
| | (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN |
| | ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE |
| | FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN |
| | AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500 |
| | PERSONS. |
| | |
| | 2A) COMPLIED. 109.3.6.1 WRITTEN THRESHOLD INSPECTION |
| | PLAN. |
| | |
| | 2B) 2ND REQUEST, THE THRESHOLD INSPECTION FORMS ARE TO |
| | BE SIGNED BY ALL PARTIES BEFORE SUBMITTAL TO THE |
| | BUILDING DEPARTMENT. THRESHOLD INSPECTOR: WPB AMENDMENT |
| | 109.3.6.2 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. THE |
| | THRESHHOLD INSPECTION FORMS ARE REQUIRED TO BE FILED |
| | OUT BY ALL PARTIES WITH INTEREST, NOTARIZED AND |
| | RETURNED TO THIS OFFICE, AND REVIEWED AND APPROVED |
| | BEFORE PERMIT ISSUANCE WILL TAKE PLACE. CONTACT KEN |
| | CONRAD MANAGER OF THE SPECIAL INSPECTOR PROGRAM AT |
| | (561)805-6666 FOR FURTHER INFORMATION BEFORE THE PERMIT |
| | MAY BE ISSUED. |
| | |
| | 2C) COMPLIED. 663 FLORIDA STATUTE. |
| | |
| | 2D) 2ND REQUEST. FOR THE SPECIAL INSPECTOR PLEASE |
| | PROVIDE A RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS |
| | PROJECT. THE RESUME' MUST BE ACCOMPANIED BY ALL |
| | CERTIFICATES AS SPECIFIED HEREIN. THE BUILDING OFFICIAL |
| | OR HIS DESIGNEE WILL REVIEW THE RESUME'. AFTER THE |
| | RESUME' IS REVIEWED, AN INTERVIEW WILL BE SCHEDULED. |
| | |
| | 2E) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB |
| | SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | 2F) NOTICE ONLY: FOR DIGITAL PLANS, AFTER PERMIT |
| | ISSUANCE, PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE |
| | PERMIT BEING ISSUED, THE PERMIT LIBRARIAN WILL THEN |
| | E-MAIL YOU THE APPROVED AND BATCH STAMPED PLANS SO YOU |
| | MAY PRINT YOUR PLANS, TWO SETS OF PLANS WILL NEED TO BE |
| | PRINTED IN COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE |
| | OTHER FOR THE MEP INSPECTORS OTHER PLANS YOU WISH TO |
| | PRINT MAYBE IN BLACK & WHITE.. |
| | |
| | 2G) INFORMATIONAL. PLEASE CALL THE CITY OF WEST PALM |
| | BEACH?S AUTOMATED TELEPHONE INSPECTIONS LINE (561) |
| | 805-6700) FOR ALL BUILDING INSPECTIONS FOR AUDITING OF |
| | JOBSITE INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN |
| | 6 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY. |
| | |
| | 2H) INFORMATIONAL. 109.3.6 THRESHOLD BUILDINGS, |
| | OPERATING GUIDELINES FOR THRESHOLD INSPECTORS #26. |
| | ASSURE THAT THE DESIGNER HAS REQUIRED ON THE PLANS OR |
| | SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING |
| | PENETRATIONS, FOR WALLS AND CEILINGS. |
| | |
| | 3) 2ND REVIEW. SHEET 001-INDEX INDICATES SHEET 033-A0.1 |
| | IS MISSING, AND IS NOT PART OF THIS SUBMITTAL. A |
| | THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 4) 2ND REQUEST. THE SUBMITTED DOCUMENT IS SIGNED AND |
| | SEALED AS A PAPER DOCUMENT, THERE IS NO ELECTRONIC |
| | SIGNATURE TO THIS DOCUMENT. THE ENGINEER HAS 2 OPTIONS, |
| | EITHER COMPLY WITH FLORIDA ADMINISTRATIVE CODE |
| | 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING |
| | ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS, |
| | REPORTS OR OTHER DOCUMENTS OR SUBMIT 1 ORIGINAL PAPER |
| | DOCUMENT SIGNED AND SEALED. |
| | |
| | 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE |
| | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY 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 BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | |
| | 5) SHEET 027-LS-1E: |
| | |
| | 5A) COMPLIED. |
| | |
| | 5B) 2ND REQUEST. SUBMITTED A MANUFACTURERS BROCHURE |
| | FROM GARAVENTA LIFT. THE BROCHURE WAS PRINTED IN |
| | CANADA, THE LIFT MAYBE MADE IN CANADA AND NOT HAVE A |
| | ASME A18.1 LISTING. THE SERVICE VESTIBULE SHOWS THE USE |
| | OF A PLATFORM LIFT, PLEASE PROVIDE THE MANUFACTURERS |
| | SHOP DRAWINGS AND OR SPEC SHEET THAT SHOWS THE LIFT |
| | COMPLIES WITH ASME A18.1 (FBC-ACCESSIBILITY CODE |
| | 410.1). |
| | |
| | 5C) COMPLIED. RECEIVING ROOM 163, EXIT DISCHARGE TO A |
| | PUBLIC WAY. |
| | |
| | 5D) COMPLIED. NO MEZZANINE IN THE PARTS STORAGE LEVEL. |
| | |
| | 5E) COMPLIED. |
| | 6-8) COMPLIED. |
| | |
| | 9) 2ND REQUEST. SHEET 145-S1.1A IN THE BOTTOM RIGHT |
| | SHOWS A KEY FOUNDATION PLAN FOR THE FOUNDATION. THE KEY |
| | PLAN DOES NOT IDENTIFY THE FOUNDATION BEHIND THE |
| | BUILDING LABELED 1. PLEASE PROVIDE WHERE THIS PLAN CAN |
| | BE LOCATED. |
| | |
| | 10-11) COMPLIED. |
| | |
| | 12) 2ND REQUEST. PLEASE SHOW THE STRETCHER REQUIREMENTS |
| | WITHIN THE CAB. THE CONCRETE WALL OPENING AND THE CAB |
| | OPENING DOES NOT LINE UP, MAKING THE TURN INTO THE CAB |
| | APPEAR VERY TIGHT FOR CODE COMPLIANCE. |
| | SHEET 037-A1-1-1C NOR THE SHEET 109-A7-1 SHOW THE CAB |
| | OF ELEVATOR # 1 ACCOMMODATES THE AMBULANCE STRETCHER |
| | REQUIREMENTS OF FBC-B 3002.4. |
| | |
| | 13) COMPLIED. |
| | |
| | 14A) COMPLIED. GENERATOR IS BEING ADDED TO THE PROJECT. |
| | |
| | 14B) COMPLIED. |
| | |
| | 14C) PROVISO: 090-A4-4 DETAILS 1 & 2 FLOOR STRUCTURAL |
| | MEMBERS ARE 34 INCH DOUBLE T CONCRETE JOIST. THIS WOULD |
| | PROVIDE AN 8FT.-8 IN. CLEAR SPACE BENEATH THE JOIST, |
| | DEPENDING ON THE LAYOUT OF THE RAINWATER HORIZONTAL |
| | RUNS AND FIRE SPRINKLER LAYOUT WHICH HAS NOT YET BEEN |
| | PROVIDED.2014 FBC-B 406.4.1. |
| | |
| | 15)COMPLIED |
| | |
| | 16-17) PROVISO: SHEET 026-LS-0-. FULLY SPRINKLERED |
| | BUILDING. DEFERRED SUBMITTAL. |
| | |
| | 18) COMPLIED. |
| | |
| | 19) 2ND REQUEST. THERE IS NO REVISED SHEET. . THIS |
| | COMMENT IS COMMON FOR ALL FLOORS. SHEET 055-A1-2-B THE |
| | FLOOR INDICATES THE ELEVATION OF THE LEVEL FLOOR AT |
| | 38.0 FEET. THE PLANS DO SHOW WHAT APPEARS TO BE FLOOR |
| | DRAINS BUT THE DIFFERENCE IN ELEVATION IS NOT MARKED ON |
| | THE PLANS NOR IS THERE ANY NOTES ON THE PLANS |
| | INDICATING THE DIFFERENCE IN ELEVATION. PLEASE PROVIDE |
| | COMPLIANCE WITH THE 2014 FBC-B 406.4.5 FLOOR SURFACE. |
| | THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR |
| | OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE |
| | MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN |
| | VEHICLE ENTRY DOORWAY. |
| | |
| | 20) SEE COMMENTS FROM THE MECHANICAL REVIEWER 2ND |
| | REVIEW. PORTIONS OF THE 1ST FLOOR AND 2ND FLOOR ARE |
| | CONSIDERED AN ENCLOSED PARKING GARAGE, PLEASE IDENTIFY |
| | WHERE IN EITHER THE ARCHITECTURAL SHEETS OR THE |
| | MECHANICAL SHEETS COMPLIANCE WITH 2014 FBC-B 406.6.2 |
| | VENTILATION. A MECHANICAL VENTILATION SYSTEM SHALL BE |
| | PROVIDED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, |
| | MECHANICAL. |
| | |
| | 21) PROVISO: 2014 FBC-B SECTION [F] 406.6.3 AUTOMATIC |
| | SPRINKLER SYSTEM. AN ENCLOSED PARKING GARAGE SHALL BE |
| | EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN |
| | ACCORDANCE WITH SECTION 903.2.10. |
| | |
| | 22) SEE COMMENTS FROM THE MECHANICAL REVIEWER. PLEASE |
| | PROVIDE WHERE COMPLIANCE WITH FBC-B SECTION 406.8.2 |
| | VENTILATION. REPAIR GARAGES SHALL BE MECHANICALLY |
| | VENTILATED IN ACCORDANCE WITH THE FLORIDA BUILDING |
| | CODE, MECHANICAL. THE VENTILATION SYSTEM SHALL BE |
| | CONTROLLED AT THE ENTRANCE TO THE GARAGE. |
| | |
| | 23) PROVISO: 2014 FBC-B SECTION 406.8.6 AUTOMATIC |
| | SPRINKLER SYSTEM. A REPAIR GARAGE SHALL BE EQUIPPED |
| | WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH |
| | SECTION 903.2.9.1. |
| | |
| | 24) COMMENT IS NEW FROM THE ORIGINAL COMMENT!!!!! SHEET |
| | 038-A1-1-1D. NEXT TO STAIR 128 THE PLANS INDICATE THE |
| | USE OF A PLATFORM LIFT. THIS IS NEW CONSTRUCTION PLEASE |
| | LOOK AT THE SCOPING REQUIREMENT FOR THE LIMITED USE OF |
| | PLATFORM LISTS ON AN ACCESSIBLE ROUTE IN NEW |
| | CONSTRUCTION UNDER 2014 FBC-B 206.7. |
| | |
| | 25) SHEETS 035-A1.1.1A THROUGH 040-A1.1.1F, AND SHEET |
| | 113-A8.0 DOOR SCHEDULE: |
| | |
| | 25A) PROVISO: DEFERRED SUBMITTAL . DOOR TYPE (N) SHOW |
| | THEY ARE A HORIZONTAL BI-PARTING DOOR. SHEET 113-A8-0 |
| | INDICATES A DOOR TYPE (N) BUT DOES NOT INDICATE TO |
| | WHICH CODE SECTION THE DOORS ARE COMPLY 1008.1.4.2 |
| | POWER OPERATED DOORS OR 1008.1.4.3 HORIZONTAL SLIDING |
| | DOORS OR HOW MUCH FORCE IS TO BE APPLIED TO SET THE |
| | DOOR IN MOTION. DOORS SHALL BE OPENABLE BY A SIMPLE |
| | METHOD FROM BOTH SIDES WITHOUT SPECIAL KNOWLEDGE OR |
| | EFFORT, HOW WILL THIS BE ACCOMPLISHED. |
| | |
| | 25B) COMPLIED |
| | |
| | 26) PROVISO/ DEFERRRED SUBMITTAL. SHEET 100-A6-2 PLEASE |
| | PROVIDE HOW THE SKYLIGHT GLAZING IS GOING TO COMPLY |
| | WITH THE 2014 FBC-B 2405.2 ALLOWABLE GLAZING MATERIALS |
| | AND LIMITATIONS. |
| | 2405.5 UNIT SKYLIGHTS AND TUBULAR DAYLIGHTING DEVICES. |
| | UNIT SKYLIGHTS AND TUBULAR DEVICES SHALL BE TESTED AND |
| | LABELED AS COMPLYING WITH AAMA/WDMA/CSA 101/I.S./A440. |
| | THE LABEL SHALL STATE THE NAME OF THE MANUFACTURER, THE |
| | APPROVED LABELING AGENCY, THE PRODUCT DESIGNATION AND |
| | THE PERFORMANCE GRADE RATING AS SPECIFIED IN |
| | AAMA/WDMA/CSA 101/I.S.2/ A440. IF THE PRODUCT |
| | MANUFACTURER HAS CHOSEN TO HAVE THE PERFORMANCE GRADE |
| | OF THE SKYLIGHT RATED SEPARATELY FOR POSITIVE AND |
| | NEGATIVE DESIGN PRESSURE, THEN THE LABEL SHALL STATE |
| | BOTH PERFORMANCE GRADE RATINGS AS SPECIFIED IN |
| | AAMA/WDMA/ CSA 101/I.S.2/A440 AND THE SKYLIGHT SHALL |
| | COMPLY WITH SECTION 2405.5.2. IF THE SKYLIGHT IS NOT |
| | RATED SEPARATELY FOR POSITIVE AND NEGATIVE PRESSURE, |
| | THEN THE PERFORMANCE GRADE RATING SHOWN ON THE LABEL |
| | SHALL BE THE PERFORMANCE GRADE RATING DETERMINED IN |
| | ACCORDANCE WITH AAMA/WDMA/CSA 101/ I.S.2/A440 FOR BOTH |
| | POSITIVE AND NEGATIVE DESIGN PRESSURE AND THE SKYLIGHT |
| | SHALL CONFORM TO SECTION 2405.5.1. |
| | |
| | 27) 2ND REQUEST. SHEET 140-S0.1 . 0143_1.S0.4 & |
| | 143.1_S).4A. |
| | PLEASE PROVIDE WHERE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING IS GIVEN? 2014 FBC-B TABLE 1609.7(2) I CAN |
| | UNDERSTAND THERE WILL BE ONE SET OF CALCULATIONS UNDER |
| | COMPONENTS AND CLADDING FOR THE ENCLOSED PORTION OF THE |
| | BUILDING, BUT WOULDN?T IT BE TAKEN AT THE TOP OF THE |
| | PARKING GARAGE? THIS IS ONE BUILDING, ONE MEAN ROOF |
| | HEIGHT. THE ISSUE IS THE DIFFERENT COEFFICIENTS USED |
| | FOR AN OPEN BUILDING AND ENCLOSED BUILDING. SO WOULDN?T |
| | THERE BE 2 SCENARIOS A PORTION OF THE BUILDING AS OPEN |
| | AND A PORTION OF THE BUILDING ENCLOSED? |
| | |
| | THE 2ND ISSUE WITH THE UPPER PORTION OF THE CHARTS, FOR |
| | EXAMPLE THE UPPER LEFT CHARTS THE GROSS ALLOWABLE WIND |
| | LOADS MAIN ROOF ROOFING MATERIALS IS LISTED WITH |
| | COMPONENTS AND CLADDING. THE NEXT CHART DOWN THE CHART |
| | INDICATES NET ALLOWABLE WIND LOADS MAIN ROOF JOIST AND |
| | STILL LISTED AS COMPONENTS AND CLADDING. JOIST ARE NOT |
| | COMPONENTS AND CLADDING BUT PART OF THE MWFRS (MAIN |
| | WIND FORCE RESISTING SYSTEM). THIS OCCURS 4 TIMES ON |
| | THIS PAGE WHERE IT APPEARS TO BE A DIFFERENCE IN THE |
| | CORRECT TERMINOLOGY AND ASSOCIATED PRESSURES. 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED AND APPEARS TO BE A |
| | TYPO IN REGARDS TO TERMINOLOGY. |
| | |
| | COMMENT 1ST ROUND COMMENTS. SHEET 140-S0.1 STRUCTURAL |
| | SPECIFICATION NOTES MISC. NOTE # 6 IS THE WIND DESIGN |
| | CRITERIA, PLEASE ALSO PROVIDE AT WHAT MEAN ROOF HEIGHT |
| | IS THE PRESSURES FOUND ON SHEET 143-S0.4 TAKEN? UNTIL |
| | THE MEAN ROOF HEIGHT IS GIVEN THE PRESSURES CANNOT BE |
| | VERIFIED. 2014 FBC-B TABLE 1609.7(2) ADJUSTMENT FACTORS |
| | FOR HEIGHT & EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR |
| | THE BUILDING. MEAN ROOF HEIGHT. THE AVERAGE OF THE ROOF |
| | EAVE HEIGHT AND THE HEIGHT TO THE HIGHEST POINT ON THE |
| | ROOF SURFACE, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR |
| | ROOF ANGLE OF LESS THAN OR EQUAL TO 10 DEGREES (0.18 |
| | RAD). |
| | |
| | |
| | 28) 2ND REQUEST. PLEASE PROVIDE THE PRESSURES FOUND ON |
| | SHEET 143-S0.4 IN VASD SINCE ALL OF THE PRODUCT |
| | APPROVALS ARE IN VASD. THE INSPECTORS ON SITE WILL BE |
| | LOOKING FOR THE PRESSURES ON THE S0,4 SHEET TO BE |
| | INLINE WITH THE PRODUCT APPROVALS. 1609.3.1 WIND SPEED |
| | CONVERSION VULT TO VASD. |
| | |
| | 29A) PROVISO: DEFERRED SUBMITTALS. |
| | PLEASE SUBMIT PRODUCT APPROVALS TO COMPLY WITH: 2014 |
| | FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1 |
| | COMPONENTS & CLADDING, AND |
| | FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. |
| | 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 29B) PROVISO: DEFERRED SUBMITTALS. |
| | 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 29C) PROVISO: DEFERRED SUBMITTALS. 2014 FLORIDA |
| | BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION |
| | 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| | SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 30) COMPLIED. |
| | |
| | 31) 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. |
| | |
| | 32) PLANS MISSING THE ELECTRONIC SIGNATURES ON THE |
| | CIVEL SHEETS AND SITE PLANS, ALSO REVIEWED |
| | ARCHITECTURAL AND STRUCTURAL. |
| | 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING |
| | ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS, |
| | REPORTS OR OTHER DOCUMENTS. |
| | |
| | 33) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & 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. |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
