| Date |
Text |
| 2018-01-17 09:43:59 | ****PLAN REVIEW COMMENTS**** |
| | |
| | ART LANGE BUILDING PLANS EXAMINER |
| | |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET |
| | WEST PALM BEACH, FL 33402 |
| | |
| | 561-805-6718 [email protected] |
| | |
| | FBC FLORIDA BUILDING CODE 2014 5TH EDITION W/2010 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | |
| | 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 6/29/14, AND THE TOTAL |
| | PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN |
| | $750,000 WILL NEED TO COMPLY WITH THIS ORDINANCE. |
| | 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. |
| | FOR CONTACT INFORMATION PLEASE CONTACT: |
| | MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR |
| | 822-1515 E-MAIL: [email protected] |
| | |
| | 1. FLOOD ZONE |
| | |
| | THIS PROPERTY IS IN FLOOD ZONE A. |
| | FLOOD ZONE CERTIFICATES/ SURVEYORS- DEPT. OF |
| | AGRICULTURE |
| | ARTICLE XVII ORDINANCES ARTICLE XVII FLOOD PREVENTION & |
| | CONTROL |
| | |
| | FBC BUILDING 1612 AND CITY OF WPB CODE OF SECTION |
| | 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A |
| | FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE |
| | REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE |
| | AN ADDITIONAL 6 INCHES/ (12 INCHES OF ELEVATION IF |
| | PERMIT APPLICATION IS ON OR AFTER SEPT. 12,2016, AFTER |
| | OCT. 11, 2017 AN ADDITIONAL ONE FOOT OF FREE BOARD WILL |
| | BE REQUIRED OR (2) FEET ABOVE BASE FLOOD. |
| | |
| | |
| | FBC 1612.1 GENERAL. |
| | |
| | WITHIN FLOOD HAZARD AREAS AS ESTABLISHED IN SECTION |
| | 1612.3, ALL NEW CONSTRUCTION OF BUILDINGS, STRUCTURES |
| | AND PORTIONS OF BUILDINGS AND STRUCTURES, INCLUDING |
| | SUBSTANTIAL IMPROVEMENT AND RESTORATION OF SUBSTANTIAL |
| | DAMAGE TO BUILDINGS AND STRUCTURES, SHALL BE DESIGNED |
| | AND CONSTRUCTED TO RESIST THE EFFECTS OF FLOOD HAZARDS |
| | AND FLOOD LOADS. FOR BUILDINGS THAT ARE LOCATED IN MORE |
| | THAN ONE FLOOD HAZARD AREA, THE PROVISIONS ASSOCIATED |
| | WITH THE MOST RESTRICTIVE FLOOD HAZARD AREA SHALL |
| | APPLY. |
| | |
| | AFTER OCTOBER 5TH 2017 THE NGVD HAS BEEN UPDATED TO |
| | NAVD88. PLEASE UPDATE THE PLANS TO REFLECT THIS AS WELL |
| | AS THE NEW FREE BOARD. |
| | |
| | FBC 1612.4 DESIGN AND CONSTRUCTION. |
| | |
| | THE DESIGN AND CONSTRUCTION OF BUILDINGS AND STRUCTURES |
| | LOCATED IN FLOOD HAZARD AREAS, INCLUDING COASTAL HIGH |
| | HAZARD AREAS, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF |
| | ASCE 7 AND WITH ASCE 24. |
| | WPB MUNI CODE 94-546 |
| | SEC. 94-546. - PROVISIONS FOR FLOOD HAZARD REDUCTION. |
| | |
| | A) AREAS OF SPECIAL FLOOD HAZARD GENERALLY. IN ALL |
| | AREAS OF SPECIAL FLOOD HAZARD, THE FOLLOWING PROVISIONS |
| | ARE REQUIRED: |
| | |
| | (1) ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS |
| | SHALL BE ANCHORED TO PREVENT FLOTATION, COLLAPSE OR |
| | LATERAL MOVEMENT OF THE STRUCTURE, AND SHALL BE |
| | CONSTRUCTED WITH MATERIALS AND UTILITY EQUIPMENT |
| | RESISTANT TO FLOOD DAMAGE BY METHODS AND PRACTICES THAT |
| | MINIMIZE FLOOD DAMAGE. |
| | |
| | (2) ALL NEW AND REPLACEMENT WATER SUPPLY SYSTEMS AND |
| | SANITARY SEWAGE SYSTEMS SHALL BE DESIGNED TO MINIMIZE |
| | OR ELIMINATE INFILTRATION OF FLOOD WATERS INTO THE |
| | SYSTEMS AND DISCHARGES FROM THE SYSTEMS INTO FLOOD |
| | WATERS; ON-SITE WASTE DISPOSAL SYSTEMS SHALL BE LOCATED |
| | TO AVOID IMPAIRMENT TO THEM OR CONTAMINATION FROM THEM |
| | DURING FLOODING. |
| | |
| | (B) AREAS OF SPECIAL FLOOD HAZARD WITH BASE FLOOD |
| | ELEVATION PROVIDED. IN ALL AREAS OF SPECIAL FLOOD |
| | HAZARD WHERE BASE FLOOD ELEVATION DATA HAS BEEN |
| | PROVIDED AS SET FORTH IN THIS ARTICLE, THE FOLLOWING |
| | PROVISIONS ARE REQUIRED: |
| | |
| | (2) NONRESIDENTIAL CONSTRUCTION . ALL NEW CONSTRUCTION |
| | OR SUBSTANTIAL IMPROVEMENT OF ANY COMMERCIAL, |
| | INDUSTRIAL OR OTHER NONRESIDENTIAL STRUCTURE SHALL |
| | EITHER HAVE THE LOWEST FLOOR, INCLUDING BASEMENT, |
| | ELEVATED TO THE LEVEL OF ONE FOOT ABOVE THE BASE FLOOD |
| | ELEVATION OR, TOGETHER WITH ATTENDANT UTILITY AND |
| | SANITARY FACILITIES, BE FLOODPROOFED SO THAT BELOW ONE |
| | FOOT ABOVE THE FLOOD BASE LEVEL THE STRUCTURE IS |
| | WATERTIGHT, WITH WALLS SUBSTANTIALLY IMPERMEABLE TO THE |
| | PASSAGE OF WATER AND WITH STRUCTURAL COMPONENTS HAVING |
| | THE CAPABILITY OF RESISTING HYDROSTATIC AND |
| | HYDRODYNAMIC LOADS AND EFFECTS OF BUOYANCY. A |
| | REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT SHALL |
| | CERTIFY THAT THE STANDARDS OF THIS SUBSECTION ARE |
| | SATISFIED. SUCH CERTIFICATION SHALL BE PROVIDED TO THE |
| | CITY ENGINEER. |
| | |
| | |
| | 2. FLOOD ZONE CERTIFICATES |
| | |
| | DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE |
| | REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES |
| | REQUIRED: |
| | |
| | (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE |
| | PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR |
| | HEIGHT. |
| | |
| | (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND |
| | ELEVATION CERTIFICATE IS REQUIRED |
| | |
| | (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY |
| | OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE |
| | CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR |
| | ATTENDANTS, A/C PADS OR OTHER SLABS FOR GENERATORS. |
| | |
| | FBC 107.2.5.1 DESIGN FLOOD ELEVATIONS. WHERE DESIGN |
| | FLOOD ELEVATIONS ARE NOT SPECIFIED, THEY SHALL BE |
| | ESTABLISHED IN ACCORDANCE WITH SECTION 1612.3.1. |
| | |
| | FBC 1612.1 GENERAL. |
| | |
| | WITHIN FLOOD HAZARD AREAS AS ESTABLISHED IN SECTION |
| | 1612.3, ALL NEW CONSTRUCTION OF BUILDINGS, STRUCTURES |
| | AND PORTIONS OF BUILDINGS AND STRUCTURES, INCLUDING |
| | SUBSTANTIAL IMPROVEMENT AND RESTORATION OF SUBSTANTIAL |
| | DAMAGE TO BUILDINGS AND STRUCTURES, SHALL BE DESIGNED |
| | AND CONSTRUCTED TO RESIST THE EFFECTS OF FLOOD HAZARDS |
| | AND FLOOD LOADS. FOR BUILDINGS THAT ARE LOCATED IN MORE |
| | THAN ONE FLOOD HAZARD AREA, THE PROVISIONS ASSOCIATED |
| | WITH THE MOST RESTRICTIVE FLOOD HAZARD AREA SHALL |
| | APPLY. |
| | |
| | FBC 1612.4 DESIGN AND CONSTRUCTION. |
| | |
| | THE DESIGN AND CONSTRUCTION OF BUILDINGS AND STRUCTURES |
| | LOCATED IN FLOOD HAZARD AREAS, INCLUDING COASTAL HIGH |
| | HAZARD AREAS, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF |
| | ASCE 7 AND WITH ASCE 24. |
| | |
| | 3. PERMIT VALUE |
| | |
| | BASED ON ICC BVD , BUILDING VALUATION DATA FOR GROUP S |
| | 1 STORAGE IN TYPE IIA CONSTRUCTION THIS HAS A SQUARE |
| | FOOT COST OF $92.40 PER SQUARE FOOT X 110,433 SQ. FT. |
| | OF STORAGE = $10,204,009 |
| | |
| | BUSINESS $173.86 PER SQUARE FOOT X 1069 SQ. FT. = |
| | $185,856 |
| | |
| | TOTAL COST = 10,389,865 |
| | |
| | FBC 108.3 BUILDING PERMIT VALUATION. |
| | |
| | IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE |
| | CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE, |
| | ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS |
| | APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE |
| | PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES, |
| | VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL |
| | REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND |
| | SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE |
| | STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR |
| | FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR |
| | BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING |
| | COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE. |
| | VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED |
| | DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| | (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS |
| | FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE |
| | CONGRESS. |
| | |
| | THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE |
| | MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS. |
| | WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING |
| | PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE |
| | QUALIFIER AND OWNER AND BRINGS IN THE LISTED |
| | SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE |
| | QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND |
| | LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE |
| | FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN |
| | LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR |
| | EACH PERMIT. |
| | |
| | ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK |
| | STORAGE , ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL |
| | TANKS, GAS PERMIT, AWNING, CANOPY, FENCE, LANDSCAPE, |
| | IRRIGATION OR FOUNDATION OR STRUCTURE ONLY PERMIT WILL |
| | BE SEPARATE REVIEWS AND ASSOCIATED FEES WITH EACH |
| | PERMIT. |
| | |
| | PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE |
| | ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE |
| | STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE |
| | REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE |
| | BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE |
| | BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR |
| | THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE |
| | PRIME OR MASTER PERMIT. |
| | |
| | 4. GEOTECHNICAL INVESTIGATIONS |
| | |
| | PLEASE PROVIDE A GEOTECHNICAL SOILS REPORT. |
| | |
| | FBC 1803.1 GENERAL. |
| | GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED IN |
| | ACCORDANCE WITH SECTION 1803.2 AND REPORTED IN |
| | ACCORDANCE WITH SECTION 1803.6. WHERE REQUIRED BY THE |
| | BUILDING OFFICIAL OR WHERE GEOTECHNICAL INVESTIGATIONS |
| | INVOLVE IN-SITU TESTING, LABORATORY TESTING OR |
| | ENGINEERING CALCULATIONS, SUCH INVESTIGATIONS SHALL BE |
| | CONDUCTED BY A REGISTERED DESIGN PROFESSIONAL. |
| | |
| | FBC 1803.2 INVESTIGATIONS REQUIRED. |
| | GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED IN |
| | ACCORDANCE WITH SECTIONS 1803.3 THROUGH 1803.5. |
| | |
| | EXCEPTION: THE BUILDING OFFICIAL SHALL BE PERMITTED TO |
| | WAIVE THE REQUIREMENT FOR A GEOTECHNICAL INVESTIGATION |
| | WHERE SATISFACTORY DATA FROM ADJACENT AREAS IS |
| | AVAILABLE THAT DEMONSTRATES AN INVESTIGATION IS NOT |
| | NECESSARY FOR ANY OF THE CONDITIONS IN SECTIONS |
| | 1803.5.1 THROUGH 1803.5.6 AND SECTIONS 1803.5.10 AND |
| | 1803.5.11. |
| | |
| | FBC 1803.3 BASIS OF INVESTIGATION. |
| | SOIL CLASSIFICATION SHALL BE BASED ON OBSERVATION AND |
| | ANY NECESSARY TESTS OF THE MATERIALS DISCLOSED BY |
| | BORINGS, TEST PITS OR OTHER SUBSURFACE EXPLORATION MADE |
| | IN APPROPRIATE LOCATIONS. ADDITIONAL STUDIES SHALL BE |
| | MADE AS NECESSARY TO EVALUATE SLOPE STABILITY, SOIL |
| | STRENGTH, POSITION AND ADEQUACY OF LOAD-BEARING SOILS, |
| | THE EFFECT OF MOISTURE VARIATION ON SOIL-BEARING |
| | CAPACITY, COMPRESSIBILITY, LIQUEFACTION AND |
| | EXPANSIVENESS. |
| | |
| | FBC 1803.3.1 SCOPE OF INVESTIGATION. |
| | THE SCOPE OF THE GEOTECHNICAL INVESTIGATION INCLUDING |
| | THE NUMBER AND TYPES OF BORINGS OR SOUNDINGS, THE |
| | EQUIPMENT USED TO DRILL OR SAMPLE, THE IN-SITU TESTING |
| | EQUIPMENT AND THE LABORATORY TESTING PROGRAM SHALL BE |
| | DETERMINED BY A REGISTERED DESIGN PROFESSIONAL. |
| | |
| | FBC 1803.4 QUALIFIED REPRESENTATIVE. |
| | THE INVESTIGATION PROCEDURE AND APPARATUS SHALL BE IN |
| | ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING |
| | PRACTICE. THE REGISTERED DESIGN PROFESSIONAL SHALL HAVE |
| | A FULLY QUALIFIED REPRESENTATIVE ON SITE DURING ALL |
| | BORING OR SAMPLING OPERATIONS. |
| | |
| | FBC 1803.5 INVESTIGATED CONDITIONS. |
| | GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED AS |
| | INDICATED IN SECTIONS 1803.5.1 THROUGH 1803.5.12. |
| | |
| | FBC 1803.5.1 CLASSIFICATION. |
| | SOIL MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH |
| | ASTM D 2487. |
| | |
| | FBC 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. |
| | |
| | FBC 1803.5.3 EXPANSIVE SOIL. |
| | IN AREAS LIKELY TO HAVE EXPANSIVE SOIL, THE BUILDING |
| | OFFICIAL SHALL REQUIRE SOIL TESTS TO DETERMINE WHERE |
| | SUCH SOILS DO EXIST. |
| | |
| | SOILS MEETING ALL FOUR OF THE FOLLOWING PROVISIONS |
| | SHALL BE CONSIDERED EXPANSIVE, EXCEPT THAT TESTS TO |
| | SHOW COMPLIANCE WITH ITEMS 1, 2 AND 3 SHALL NOT BE |
| | REQUIRED IF THE TEST PRESCRIBED IN ITEM 4 IS CONDUCTED: |
| | |
| | 1. PLASTICITY INDEX (PI) OF 15 OR GREATER, DETERMINED |
| | IN ACCORDANCE WITH ASTM D 4318. |
| | |
| | 2. MORE THAN 10 PERCENT OF THE SOIL PARTICLES PASS A |
| | NO. 200 SIEVE (75 ?M), DETERMINED IN ACCORDANCE WITH |
| | ASTM D 422. |
| | |
| | 3. MORE THAN 10 PERCENT OF THE SOIL PARTICLES ARE LESS |
| | THAN 5 MICROMETERS IN SIZE, DETERMINED IN ACCORDANCE |
| | WITH ASTM D 422. |
| | |
| | 4. EXPANSION INDEX GREATER THAN 20, DETERMINED IN |
| | ACCORDANCE WITH ASTM D 4829. |
| | |
| | FBC 1803.5.4 GROUND-WATER TABLE. |
| | A SUBSURFACE SOIL INVESTIGATION SHALL BE PERFORMED TO |
| | DETERMINE WHETHER THE EXISTING GROUND-WATER TABLE IS |
| | ABOVE OR WITHIN 5 FEET (1524 MM) BELOW THE ELEVATION OF |
| | THE LOWEST FLOOR LEVEL WHERE SUCH FLOOR IS LOCATED |
| | BELOW THE FINISHED GROUND LEVEL ADJACENT TO THE |
| | FOUNDATION. |
| | |
| | 5. 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. |
| | |
| | A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING |
| | AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL |
| | INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A |
| | THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION |
| | PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL |
| | INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING |
| | AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR |
| | THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE |
| | OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE |
| | SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT |
| | THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE |
| | WITH THE PERMITTED DOCUMENTS. |
| | |
| | B) 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 THRESHOLD 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. |
| | |
| | C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B. |
| | AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH |
| | ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT |
| | OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE |
| | BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE |
| | PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE |
| | FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL |
| | AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | D) 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. UNDER NO CIRCUMSTANCES |
| | WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST |
| | MEETING THE ABOVE CRITERIA. |
| | |
| | E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY |
| | FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE |
| | REQUIRED. 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.. |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD |
| | BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS |
| | CONCERNING SPECIAL INSPECTORS. |
| | |
| | G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES, |
| | PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT |
| | AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING |
| | INSTALLATION SHALL BE SUPERVISED, INSPECTED AND |
| | CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING |
| | DOCUMENTS BY THE CONTRACTOR. |
| | |
| | H) 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. |
| | |
| | I) 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. |
| | |
| | |
| | 6. FINISHES |
| | |
| | SEE PAGE A5.8, WALL SECTION 1 AND DIVISION 9 FINISHES |
| | 9.41 5/8 INCH CDX PLYWOOD USED. |
| | COMBUSTIBLE MATERIALS IN TYPE II CONSTRUCTION FBC 603. |
| | |
| | FBC 603.1 ALLOWABLE MATERIALS. |
| | COMBUSTIBLE MATERIALS SHALL BE PERMITTED IN BUILDINGS |
| | OF TYPE I OR II CONSTRUCTION IN THE FOLLOWING |
| | APPLICATIONS AND IN ACCORDANCE WITH SECTIONS 603.1.1 |
| | THROUGH 603.1.3: |
| | |
| | 1. FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN: |
| | 1.1. NONBEARING PARTITIONS WHERE THE REQUIRED |
| | FIRE-RESISTANCE RATING IS 2 HOURS OR LESS. |
| | 1.2. NONBEARING EXTERIOR WALLS WHERE FIRE-RESISTANCE |
| | RATED CONSTRUCTION IS NOT REQUIRED. |
| | 1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES, |
| | FRAMING AND DECKING. |
| | |
| | FBC1406.2 COMBUSTIBLE EXTERIOR WALL COVERINGS. |
| | COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL COMPLY WITH |
| | THIS SECTION. |
| | |
| | EXCEPTION: PLASTICS COMPLYING WITH CHAPTER 26. |
| | |
| | FBC 1406.2.1 TYPE I, II, III AND IV CONSTRUCTION. |
| | |
| | ON BUILDINGS OF TYPE I, II, III AND IV CONSTRUCTION, |
| | EXTERIOR WALL COVERINGS SHALL BE PERMITTED TO BE |
| | CONSTRUCTED OF COMBUSTIBLE MATERIALS, COMPLYING WITH |
| | THE FOLLOWING LIMITATIONS: |
| | |
| | 1. COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL NOT EXCEED |
| | 10 PERCENT OF AN EXTERIOR WALL SURFACE AREA WHERE THE |
| | FIRE SEPARATION DISTANCE IS 5 FEET (1524 MM) OR LESS. |
| | 2. COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL BE LIMITED |
| | TO 40 FEET (12 192 MM) IN HEIGHT ABOVE GRADE PLANE. |
| | 3. COMBUSTIBLE EXTERIOR WALL COVERINGS CONSTRUCTED OF |
| | FIRE-RETARDANT-TREATED WOOD COMPLYING WITH SECTION |
| | 2303.2 FOR EXTERIOR INSTALLATION SHALL NOT BE LIMITED |
| | IN WALL SURFACE AREA WHERE THE FIRE SEPARATION DISTANCE |
| | IS 5 FEET (1524 MM) OR LESS AND SHALL BE PERMITTED UP |
| | TO 60 FEET (18 288 MM) IN HEIGHT ABOVE GRADE PLANE |
| | REGARDLESS OF THE FIRE SEPARATION DISTANCE. |
| | |
| | 7. PRODUCT APPROVALS |
| | |
| | FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE |
| | PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD. |
| | SPECIFICALLY, PROVIDE ROOFING, WINDOW, AND DOOR, ROOF |
| | HATCH AND STOREFRONT SUBMITTALS. |
| | |
| | ALTERNATIVELY YOU CAN SUBMIT THESE LATER AS A DEFERRED |
| | SUBMITTAL BY LISTING THEM ON THE COVER SHEET. |
| | |
| | FBC 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. |
| | |
| | 8. WELDED OR BOLTED CONNECTIONS |
| | |
| | THE CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| | SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| | STANDARDS AT TIME OF INSPECTION. |
| | |
| | 2014 FBC-B 2204.1 WELDING |
| | 2014 FBC-B 2204.2 BOLTING. |
| | |
| | |
| | 9. WHEN RESUBMITTING, PLEASE COMPLETE A RESUBMITTAL |
| | FORM: |
| | |
| | HTTP://WPB.ORG/DEVELOPMENT/WPCONTENT/UPLOADS/SITES/33/2 |
| | 013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF |
| | |
| | THIS FORM IS ALSO AVAILABLE AT THE BUILDING DIVISION. |
| | WHEN RESUBMITTING, SWAP OUT SHEETS WHICH HAVE CHANGED |
| | SO THAT THERE ARE TWO COMPLETE, COLLATED SETS OF PLANS |
| | READY FOR PERMIT ISSUANCE. OLD SHEETS ARE TO BE |
| | RETAINED IN THE PERMIT APPLICATION PACKAGE (SEPARATE |
| | FROM THE PERMIT SETS) AND MARKED *OLD SHEETS* OR |
| | *VOID*. PLEASE KEEP BOTH SETS OF OLD VOIDED SHEETS IN |
| | THE PERMIT PACKAGE. |
| | |
| | A RESPONSE LETTER INDICATING HOW EACH ITEM WAS |
| | ADDRESSED WILL HELP TO EXPEDITE PLAN REVIEW. |
| | |
