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Plan Review Details - Permit 14120431
Plan Review Stops For Permit 14120431 |
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
5 |
Status |
P |
Date |
2015-07-10 |
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Cont ID |
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Sent By |
jwitmer |
Date |
2015-07-10 |
Time |
11:19 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2015-07-10 |
Time |
11:19 |
Sent To |
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|
Notes |
2015-07-10 11:13:51 | BUILDING PLAN REVIEW | | W. P. B. PERMIT: 14120431 | | ADD: 312 23RD ST. | | PCN:74-43-43-10-19-003-0143 | | CONT: PETROCCHI CONSTRUCTION | | TEL: (305)495-3745 | | E-MAI: [email protected] | | | | PARK PALM BEACH MULTIFAMILY RESIDENTIAL | | 2010 FLORIDA BUILDING CODE W | | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA | | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION | | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. | | 4TH REVIEW | | DATE: FRI. JULY 10/ 2015 | | ACTION: BUILDING PROVISO | | | | NOTICE: 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 | | 1) COMPLIED. PROVISO: DEFERRED SUBMITTAL. CONTRACTOR | | SHALL SUBMIT FLOOR INSULATION IN ACCORDANCE WITH: | | FBC-B 2010 1207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING | | ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING | | UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE | | SHALL HAVE AN IMPACT INSULATION CLASS (IIC) RATING OF | | NOT LESS THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN | | ACCORDANCE WITH ASTM E 492. | | | | FBC-B 2010 1207.2 1207.2 AIR-BORNE SOUND. | | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES | | SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM | | PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION | | CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) | | FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM | | E 90. | | | | FLAME SPREAD- FBC-B 2010 603.1.2 EXCEPTION 2. | | INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID | | DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED | | TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200. | | | | FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS | | A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL | | MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A | | MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. | | | | | | 2) BUILDING PROVISO: DEFERRED SUBMITTALS. 107.3.4.2 | | CELCORE LIGHTWEIGHT INSULATING CONCRETE NOA 13-0307.02 | | CIRCLE THE SUB-SYSTEM THAT IS TO BE USED ON THIS | | PROJECT AND THE ASSOCIATED PRESSURES. 107.2.1.3 | | ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.2 FOR ROOF | | ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION | | DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE | | TYPE OF ROOFING SYSTEM, MATERIALS, FASTENING | | REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE | | RATING THAT ARE REQUIRED TO BE INSTALLED. PRODUCT | | EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE | | WITH THE WIND CRITERIA REQUIRED FOR THE SPECIFIC SITE | | OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE | | SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION | | DOCUMENTS. | | | | 3) BUILDING PROVISO: DEFERRED SUBMITTALS. 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. | | | | 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) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C | | STANDS | | | | 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS | | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE | | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF | | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. | | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR | | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, | | SHOP DRAWINGS ETC. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
4 |
Status |
F |
Date |
2015-07-01 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2015-07-01 |
Time |
07:31 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2015-07-01 |
Time |
06:45 |
Sent To |
|
|
Notes |
2015-07-01 07:33:17 | BUILDING PLAN REVIEW | | W. P. B. PERMIT: 14120431 | | ADD: 312 23RD ST. | | PCN:74-43-43-10-19-003-0143 | | CONT: PETROCCHI CONSTRUCTION | | TEL: (305)495-3745 | | E-MAI: [email protected] | | | | PARK PALM BEACH MULTIFAMILY RESIDENTIAL | | 2010 FLORIDA BUILDING CODE W | | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA | | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION | | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. | | 3RD REVIEW | | DATE: WED. JULY 01/ 2015 | | ACTION: DENIED | | | | NOTICE: 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 | | | | 1) COMPLIED. | | | | 2) THIS PROJECT IS FOR A 4 STORY BUILDING THAT | | QUALIFIES AS A 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) 2ND. COMPLIED, WRITTEN INSPECTION PLAN. | | | | 2B) DENIED. 4TH REQUEST. THE SPECIAL INSPECTION FORMS | | WERE E-MAILED OUT TO: | | | | | | THE ISSUE IS IN THE SPECIAL INSTECTOR AGREEMENT PAGE 5 | | OF 6 LIST BRADLEY CONSTRUCTION WHEREAS THE PERMIT | | APPLICATION INDICATES THE CONTRACTOR APLLICATION AS | | PETROCCHI CONSTRUCTION. THIS HAS TO BE RESOLVED BEFORE | | PERMIT ISSUANCE. | | | | | | | | 2C) COMPLIED REQUEST. SPECIAL INSPECTOR RESUME' . | | | | | | | | 2D) 4TH REQUEST. THE CONTRACTOR WILL PRODUCE A JOB | | SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS | | MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD: | | [email protected] | | | | | | | | 2E) NOTE NO ACTION IS REQUIRED, WE ARE E-MAILING YOU | | THE THRESHOLD INSPECTOR DOCUMENTS AND FORMS TO THIS | | E-MAIL ADDRESS; E-MAIL: [email protected] | | JAN. 20/2015 | | | | 2F) NOTICE: THIS IS A DIGITAL PLAN, AFTER PERMIT | | ISSUANCE, THE PERMIT LIBRARIAN WILL 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. | | | | 2G) NOTICE TO THRESHOLD INSPECTOR & CONTRACTOR. PLEASE | | CALL THE CITY OF WEST PALM BEACH?S AUTOMATED TELEPHONE | | INSPECTIONS LINE (561) 805-6700) FOR IN-PROGRESS | | INSPECTIONS FOR AUDITING OF JOBSITE INSPECTIONS. | | | | 2H) NOTICE: REQUEST. RESPONSE INFORMATIONAL ONLY, | | PLEASE INCORPORATE INTO THE PLANS UNDER FIRE STOPPING | | PENETRATIONS. 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) MISSING THE REVISED COST CALCULATION SHEET. | | RESPONSE SEE RESPONSE FROM OWNER AND CONTRACTOR, WHERE. | | THE PERMIT VALUATION OF $8,500,000.00 IS LOW COMPARED | | TO THE CALCULATED VALUE FROM THE ICC BUILDING VALUATION | | DATA AUGUST 2014 USING THESE TABLES THE CALCULATED | | VALUE OF $9,855,203.00. PLEASE NOTE ANY SUB-PERMIT THAT | | TAKES SEPARATE FEES AND REVIEWS PLEASE LIST PERMITS AND | | VALUES, THESE WILL BE DEDUCTED FROM THE PRIME VALUE. | | ANY PERMITS AND VALUES NOT INCLUDED IN THIS LIST WILL | | REQUIRE SEPARATE FEES & REVIEWS. | | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING | | CODE, CHAPTER 1, ADMINISTRATION 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. | | | | 4) COMPLIED. SOILS REPORT. | | | | 5)COMPLIED. PAGE 003/ A-1.00 CODE SUMMARY SHEET: | | | | | | | | 6-18) COMPLIED. PROVISO: DEFERRED SUBMITTAL. CONTRACTOR | | SHALL SUBMIT FLOOR INSULATION IN ACCORDANCE WITH: | | FBC-B 2010 1207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING | | ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING | | UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE | | SHALL HAVE AN IMPACT INSULATION CLASS (IIC) RATING OF | | NOT LESS THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN | | ACCORDANCE WITH ASTM E 492. | | | | FBC-B 2010 1207.2 1207.2 AIR-BORNE SOUND. | | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES | | SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM | | PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION | | CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) | | FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM | | E 90. | | | | FLAME SPREAD- FBC-B 2010 603.1.2 EXCEPTION 2. | | INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID | | DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED | | TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200. | | | | FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS | | A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL | | MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A | | MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. | | | | | | 19) COMPLIED. GUARD RAIL & ATTACHMENT | | | | 20-22) COMPLIED | | | | 23) BUILDING PROVISO: DEFERRED SUBMITTALS. 107.3.4.2 | | CELCORE LIGHTWEIGHT INSULATING CONCRETE NOA 13-0307.02 | | CIRCLE THE SUB-SYSTEM THAT IS TO BE USED ON THIS | | PROJECT AND THE ASSOCIATED PRESSURES. 107.2.1.3 | | ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.2 FOR ROOF | | ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION | | DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE | | TYPE OF ROOFING SYSTEM, MATERIALS, FASTENING | | REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE | | RATING THAT ARE REQUIRED TO BE INSTALLED. PRODUCT | | EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE | | WITH THE WIND CRITERIA REQUIRED FOR THE SPECIFIC SITE | | OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE | | SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION | | DOCUMENTS. | | | | 24-27)BUILDING PROVISO: DEFERRED SUBMITTALS. 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. | | | | 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) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C | | STANDS | | | | 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS | | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE | | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF | | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. | | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR | | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, | | SHOP DRAWINGS ETC. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
3 |
Status |
F |
Date |
2015-05-29 |
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Cont ID |
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Sent By |
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Date |
2015-05-29 |
Time |
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Rev Time |
0.00 |
Received By |
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Date |
2015-05-28 |
Time |
08:20 |
Sent To |
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Notes |
2015-06-04 09:54:49 | BUILDING PLAN REVIEW | | W. P. B. PERMIT: 14120431 | | ADD: 312 23RD ST. | | PCN:74-43-43-10-19-003-0143 | | CONT: PETROCCHI CONSTRUCTION | | TEL: (305)495-3745 | | E-MAI: [email protected] | | | | PARK PALM BEACH MULTIFAMILY RESIDENTIAL | | 2010 FLORIDA BUILDING CODE W | | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA | | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION | | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. | | 3RD REVIEW | | DATE: FRI. MAY 29TH/ 2015 | | ACTION: DENIED | | NOTICE: 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 | | | | 1) COMPLIED. | | 2) THIS PROJECT IS FOR A 4 STORY BUILDING THAT | | QUALIFIES AS A 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) 2ND. COMPLIED, WRITTEN INSPECTION PLAN. | | 2B)SEMI- COMPLIED. THE SPECIAL INSPECTION FORMS WERE | | PARTIALLY FILLED OUT AND SIGNED , THE CONTRACTOR PAGE # | | 5 HAS NOT BEEN FILLED OUT. | | | | 2C) COMPLIED REQUEST. SPECIAL INSPECTOR RESUME' . | | 2D) 3RD REQUEST. RESPONSE, OWNER WILL SUBMIT. THE | | CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY FOR | | THIS TYPE OF CONSTRUCTION. THIS MAY BE SUBMITTED TO KEN | | CONRAD BY E-MAIL. KEN CONRAD: [email protected] | | 2E) NOTE NO ACTION IS REQUIRED, WE ARE E-MAILING YOU | | THE THRESHOLD INSPECTOR DOCUMENTS AND FORMS TO THIS | | E-MAIL ADDRESS; E-MAIL: [email protected] | | JAN. 20/2015 | | 2F) NOTICE: THIS IS A DIGITAL PLAN, AFTER PERMIT | | ISSUANCE, THE PERMIT LIBRARIAN WILL 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. | | 2G) NOTICE TO THRESHOLD INSPECTOR & CONTRACTOR. PLEASE | | CALL THE CITY OF WEST PALM BEACH?S AUTOMATED TELEPHONE | | INSPECTIONS LINE (561) 805-6700) FOR IN-PROGRESS | | INSPECTIONS FOR AUDITING OF JOBSITE INSPECTIONS. | | 2H) NOTICE: REQUEST. RESPONSE INFORMATIONAL ONLY, | | PLEASE INCORPORATE INTO THE PLANS UNDER FIRE STOPPING | | PENETRATIONS. 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) MISSING THE REVISED COST CALCULATION SHEET. | | RESPONSE SEE RESPONSE FROM OWNER AND CONTRACTOR, WHERE. | | THE PERMIT VALUATION OF $8,500,000.00 IS LOW COMPARED | | TO THE CALCULATED VALUE FROM THE ICC BUILDING VALUATION | | DATA AUGUST 2014 USING THESE TABLES THE CALCULATED | | VALUE OF $9,855,203.00. PLEASE NOTE ANY SUB-PERMIT THAT | | TAKES SEPARATE FEES AND REVIEWS PLEASE LIST PERMITS AND | | VALUES, THESE WILL BE DEDUCTED FROM THE PRIME VALUE. | | ANY PERMITS AND VALUES NOT INCLUDED IN THIS LIST WILL | | REQUIRE SEPARATE FEES & REVIEWS. | | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING | | CODE, CHAPTER 1, ADMINISTRATION 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. | | 4) COMPLIED. SOILS REPORT. | | | | 5)COMPLIED. PAGE 003/ A-1.00 CODE SUMMARY SHEET: | | | | | | | | 6-18) COMPLIED. PROVISO: DEFERRED SUBMITTAL. CONTRACTOR | | SHALL SUBMIT FLOOR INSULATION IN ACCORDANCE WITH: | | FBC-B 2010 1207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING | | ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING | | UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE | | SHALL HAVE AN IMPACT INSULATION CLASS (IIC) RATING OF | | NOT LESS THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN | | ACCORDANCE WITH ASTM E 492. | | | | FBC-B 2010 1207.2 1207.2 AIR-BORNE SOUND. | | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES | | SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM | | PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION | | CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) | | FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM | | E 90. | | | | FLAME SPREAD- FBC-B 2010 603.1.2 EXCEPTION 2. | | INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID | | DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED | | TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200. | | | | FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS | | A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL | | MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A | | MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. | | | | | | 19) COMPLIED. GUARD RAIL & ATTACHMENT | | | | 20-22) COMPLIED | | | | 23) BUILDING PROVISO: DEFERRED SUBMITTALS. 107.3.4.2 | | CELCORE LIGHTWEIGHT INSULATING CONCRETE NOA 13-0307.02 | | CIRCLE THE SUB-SYSTEM THAT IS TO BE USED ON THIS | | PROJECT AND THE ASSOCIATED PRESSURES. 107.2.1.3 | | ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.2 FOR ROOF | | ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION | | DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE | | TYPE OF ROOFING SYSTEM, MATERIALS, FASTENING | | REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE | | RATING THAT ARE REQUIRED TO BE INSTALLED. PRODUCT | | EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE | | WITH THE WIND CRITERIA REQUIRED FOR THE SPECIFIC SITE | | OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE | | SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION | | DOCUMENTS. | | | | 24-27)BUILDING PROVISO: DEFERRED SUBMITTALS. 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. | | | | 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) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C | | STANDS | | | | 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS | | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE | | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF | | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. | | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR | | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, | | SHOP DRAWINGS ETC. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | |
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Review Stop |
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BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
F |
Date |
2015-03-30 |
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Cont ID |
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Sent By |
wjolin |
Date |
2015-03-30 |
Time |
06:57 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2015-03-26 |
Time |
15:57 |
Sent To |
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Notes |
2015-03-30 06:57:41 | BUILDING PLAN REVIEW | | W. P. B. PERMIT: 14120431 | | ADD: 321 23RD ST. | | PCN:74-43-43-10-19-003-0143 | | CONT: PETROCCHI CONSTRUCTION | | TEL: (305)495-3745 | | E-MAI: [email protected] | | | | PARK PALM BEACH MULTIFAMILY RESIDENTIAL | | 2010 FLORIDA BUILDING CODE W | | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA | | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION | | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. | | 2ND REVIEW | | DATE: SAT. 27/ 2015 | | ACTION: DENIED | | NOTICE: CHAPTER 553.80(2)(B) FLORIDA STATUTES STATES | | THAT A LOCAL GOVERNMENT SHALL IMPOSE A FEE OF FOUR | | TIMES THE FEE FOR PLAN REVIEW, IF PLANS ARE REJECTED | | (3) OR MORE TIMES FOR REPEATED FAILURE TO CORRECT A | | CODE VIOLATION. | | | | NOTICE: 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 | | | | 1) THE PERMIT APPLICATION LIST THE ADDRESS OF 321 23RD | | ST./ 74-43-43-10-19-003-0143, THIS IS A SINGLE LOT, | | THIS WILL REQUIRE MORE THAN A UNITY OF TITLE, THIS | | PROJECT WILL REQUIRE A REPLAT WITH A NEW PCN AND | | POSSIBLE ADDRESS CHANGE. | | 2) THIS PROJECT IS FOR A 4 STORY BUILDING THAT | | QUALIFIES AS A 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) 2ND. REQUEST. THE RESPONSE INDICATED THE WRITTEN | | STRUCTURAL INSPECTION PLAN WAS ATTACHED TO THE RESPONSE | | PACKAGE. NOTE I?VE GONE THROUGH ALL OF THE RESPONSE | | PACKAGES, ARCHITECTURAL, STRUCTURAL, AND MEP RESPONSE | | SHEETS; THERE IS NO WRITTEN STRUCTURAL INSPECTION PLAN. | | 109.3.6.1 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. | | 2B) COMPLIED. | | 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. | | | | 2C) 2ND. REQUEST. RESPONSE, OWNER WILL SUBMIT. 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. | | CONTACT KEN CONRAD | | TEL: 561-805-6666 | | E-MAIL: [email protected] | | D) 2ND. REQUEST. RESPONSE, OWNER WILL SUBMIT. THE | | CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY FOR | | THIS TYPE OF CONSTRUCTION. THIS MAY BE SUBMITTED TO KEN | | CONRAD BY E-MAIL. KEN CONRAD: [email protected] | | E) NOTE NO ACTION IS REQUIRED, WE ARE E-MAILING YOU THE | | THRESHOLD INSPECTOR DOCUMENTS AND FORMS TO THIS E-MAIL | | ADDRESS; E-MAIL: [email protected] JAN. | | 20/2015 | | F) NOTICE: THIS IS A DIGITAL PLAN, AFTER PERMIT | | ISSUANCE, THE PERMIT LIBRARIAN WILL 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. | | | | G) NOTICE TO THRESHOLD INSPECTOR & CONTRACTOR. PLEASE | | CALL THE CITY OF WEST PALM BEACH?S AUTOMATED TELEPHONE | | INSPECTIONS LINE (561) 805-6700) FOR IN-PROGRESS | | INSPECTIONS FOR AUDITING OF JOBSITE INSPECTIONS. | | H) 2ND. REQUEST. RESPONSE INFORMATIONAL ONLY, PLEASE | | INCORPORATE INTO THE PLANS UNDER FIRE STOPPING | | PENETRATIONS. 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) RESPONSE SEE RESPONSE FROM OWNER AND CONTRACTOR, | | WHERE. THE PERMIT VALUATION OF $8,500,000.00 IS LOW | | COMPARED TO THE CALCULATED VALUE FROM THE ICC BUILDING | | VALUATION DATA AUGUST 2014 USING THESE TABLES THE | | CALCULATED VALUE OF $9,855,203.00. PLEASE NOTE ANY | | SUB-PERMIT THAT TAKES SEPARATE FEES AND REVIEWS PLEASE | | LIST PERMITS AND VALUES, THESE WILL BE DEDUCTED FROM | | THE PRIME VALUE. ANY PERMITS AND VALUES NOT INCLUDED IN | | THIS LIST WILL REQUIRE SEPARATE FEES & REVIEWS. | | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING | | CODE, CHAPTER 1, ADMINISTRATION 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. | | 4) COMPLIED. | | PLEASE NOTE UNDER THE FOLDER SUPPORTING DOCUMENTS, | | MISSING WAS THE SOILS REPORT PREPARED BY ANDAMAN FILE | | 03-2310 02/06/04. 2010 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) PAGE 003/ A-1.00 CODE SUMMARY SHEET: | | 5A) COMPLIED.. | | 5B) OCCUPANCY & MEANS OF EGRESS HEADING: CORRECTION, | | MERCANTILE 3,212 GRS SF / 30 SF PER OCC.=108 FBC-B | | TABLE 1004.1.1 | | 5C) OCCUPANCY & MEANS OF EGRESS HEADING: CORRECTION, | | A-2 COURTYARD/ POOL & DECK CORRECTION 13 +104= 117 | | OCCUPANTS. TYPO | | 5D) COMPLIED. | | ALLOWABLE EXTERIOR OPENINGS CANNOT BE VERIFIED, THE | | PROPERTY LINES HAVE NOT BEEN PROVIDED AND THE DISTANCE | | AWAY FROM THE PROPERTY LINE. FBC-B TABLE 602 EXTERIOR | | FIRE RATINGS AND TABLE 705.8 ALLOWABLE OPENINGS. | | | | 6) PAGE 004/ A-1.01 (NOTE K)/ 008- A-1.05 ON BOTH | | SHEETS THERE ARE NOTES TO COMPLY WITH 1207.2 AIR-BORNE | | SOUND AND 1207.3 STRUCTURE BORNE SOUND. IN NEITHER CASE | | HAS TESTING REPORTS SUBMITTED PROVIDING CODE | | COMPLIANCE. PAGE 008 HAD A NOTE OF REPORT NGC7005033 | | BUT NOT SUBMITTED. | | THERE ARE GOING TO BE (2) ISSUES WITH THE RESPONSE | | ABOUT AIR-BORNE TESTING AND STRUCTURE BORNE TESTING. | | 6A)(1) THE 1ST ISSUE IS FOR FIELD TESTING OF FLOOR | | SYSTEMS TO ASTM E90 AND ASTM E492 (2010 FBC-B 1207.3) | | FOR EACH FLOOR SYSTEM WITH DIFFERENT ASSEMBLIES WILL BE | | REQUIRED. STC/ IIC 45 FIELD TESTED. | | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING | | CODE, CHAPTER 1 107.3.3 CONTRACTOR IS AT OWN RISK, NO | | ASSURANCES THAT A CERTIFICATE OF OCCUPANCY CAN BE | | ISSUED WITHOUT CODE COMPLIANCE. | | 6A(2) THERE WILL BE ADDITIONAL TESTING OF AIR-BORNE | | SOUND (2010 FBC-B 1207.2 & 1207.2.1) FOR EACH TYPE OF | | WALL ASSEMBLY, SHALL HAVE A SOUND TRANSMISSION CLASS | | (STC) OF NOT LESS THAN 45 WHEN FIELD TESTED. | | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING | | CODE, CHAPTER 1 107.3.3 CONTRACTOR IS AT OWN RISK, NO | | ASSURANCES THAT A CERTIFICATE OF OCCUPANCY CAN BE | | ISSUED WITHOUT CODE COMPLIANCE | | 6A)(3) CONCRETE MASONRY ASSEMBLIES SHALL BE CALCULATED | | IN ACCORDANCE WITH TMS 0302 OR DETERMINED THROUGH | | TESTING IN ACCORDANCE WITH ASTM E 90. | | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING | | CODE, CHAPTER 1 107.3.3 CONTRACTOR IS AT OWN RISK, NO | | ASSURANCES THAT A CERTIFICATE OF OCCUPANCY CAN BE | | ISSUED WITHOUT CODE COMPLIANCE | | 6B) THE SECOND ISSUE THE ABOVE TESTING DOES NOT TAKE | | PLACE UNTIL THE UNITS ARE FINISHED AND CREDITS ARE | | BASICALLY TAKEN INTO ACCOUNT FOR FINISHES THAT ABSORB | | SOUND TRANSFER. THE ISSUE WILL BE COMPLIANCE WITH | | SECTION 2010 FBC-B 719.2 CONCEALED INSULATION OF | | INSULATING MATERIALS, SHALL HAVE A FLAME SPREAD INDEX | | OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT | | MORE THAN 450. BEFORE THE INSULATION IS INSTALLED IN | | WALLS OR FLOOR DECKS OR WITHIN FLOOR ASSEMBLIES THIS | | CODE SECTION HAS TO BE MET. | | 6C) NEW COMMENT DEALS WITH THE ENERGY CALCULATIONS AND | | CREDITS TAKEN FOR FLOORS, THE 2ND FLOOR RESIDENTIAL | | UNITS WITH THE GARAGE BENEATH AS WELL AS UNITS OVER THE | | AIR CONDITIONED SPACE TAKE CREDIT FOR 1 FT. OF SOIL | | CONCRETE FLOORS CARPET AND RUBBER PAD. SHEET 008/A-1.05 | | FLOOR/ WALL ASSEMBLIES DETAIL # 40 SHOWS THE FLOOR/ | | CEILING ASSEMBLY 1ST FLOOR RESIDENTIAL /GARAGE CEILING | | ASSEMBLY NO R-VALUE ASSIGNED TO THE ASSEMBLY THROUGH | | THE ENERGY CALCS. NOTE THERE IS AN OPTIONAL HIGH HAT | | AND 5/8 INCH GYPSUM WALL BOARD. | | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA | | BUILDING CODE, CHAPTER 1, ADMINISTRATION 107.2.1 | | INFORMATION ON CONSTRUCTION DOCUMENTS. SUCH DRAWINGS | | AND 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, AND THE TECHNICAL CODES SHALL NOT BE CITED AS | | A WHOLE OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS | | EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC | | INFORMATION. | | | | 7) PAGE 005/ A-1.02 OCCUPANCY & EGRESS PLAN / FIRE WALL | | SEPARATION. | | PAGE 023/ A-3.41 SOUTH STAIRS | | PAGE 024/ A-4.11 FIRST FLOOR PLAN | | | | 7A)(1) COMPLIED. 4/01/2015 SPOKE WITH THE DESIGNER OF | | RECORD, RESOLVED ISSUE WITH SECTION 1027.1 EXCEPTION | | 1.1-1.3. | | | | 7A)(2) NEW COMMENT. THE LISTED ABOVE SHEETS DO NOT | | PROVIDE DOOR IDENTIFICATION TAGS TO VERIFY FIRE | | RESISTANCE RATINGS. 2010 FBC-B TABLE 715.4. | | | | 7B-H) COMPLIED. | | | | 8) COMPLIED. | | 9) PAGE 42/ A-6.20 : | | 9A) 2ND REQUEST. TRASH ROOM 2ND THROUGH THE 4TH FLOOR | | SHOW THE WHOLE OF THE TRASH ROOM/ ENCLOSURE AS BEING | | WITHIN THE 2 HOUR RATING FOR A SHAFT. DETAIL # 6 LABELS | | THE REFUSE CHUTE ITSELF AS THE SHAFT, THIS IS JUST THE | | TRASH CHUTE ITSELF. | | FBC-B 708.13.1 REFUSE AND LAUNDRY CHUTE ENCLOSURES. A | | SHAFT ENCLOSURE CONTAINING A REFUSE OR LAUNDRY CHUTE | | SHALL NOT BE USED FOR ANY OTHER PURPOSE AND SHALL BE | | ENCLOSED IN ACCORDANCE WITH SECTION 708.4. OPENINGS | | INTO THE SHAFT, INCLUDING THOSE FROM ACCESS ROOMS AND | | TERMINATION ROOMS, SHALL BE PROTECTED IN ACCORDANCE | | WITH THIS SECTION AND SECTION 715. OPENINGS INTO CHUTES | | SHALL NOT BE LOCATED IN CORRIDORS. DOORS SHALL BE SELF- | | OR AUTOMATIC-CLOSING UPON THE ACTUATION OF A SMOKE | | DETECTOR IN ACCORDANCE WITH SECTION 715.4.8.3, EXCEPT | | THAT HEAT-ACTIVATED CLOSING DEVICES SHALL BE PERMITTED | | BETWEEN THE SHAFT AND THE TERMINATION ROOM. | | | | 9B) 2ND REQUEST, SHAFT IS STILL ENCLOSING THE ACCESS | | ROOM SEPARATING THE SHAFT FROM CORRIDOR. WITH THE | | CORRECTED SHAFT THE ACCESS ROOM THAT LEADS FROM THE | | CORRIDOR TO THE REFUSE CHUTE, THIS AREA WILL NEED TO | | COMPLY WITH 708.13.3 A 1 HOUR FIRE BARRIER WITH 3/4 HR. | | DOOR SELF-CLOSING OR AUTOMATIC CLOSING UPON THE | | DETECTION OF SMOKE IN ACCORDANCE WITH SECTION | | 715.4.8.3. DOOR IS SHOWN AS ? HR. | | | | 9C) COMPLIED. | | DETAIL # 6 FOR THE TRASH COLLECTION ROOM FAILS TO | | PROVIDE A FIRE RATING AT THE BOTTOM OF THE SHAFT, (2ND | | FLOOR LEVEL). SEE FBC-B 708.11 ENCLOSURE AT THE BOTTOM. | | NOTE THAT THE 3 HOUR FIRE RATED WALLS WOULD MEET THE | | FIRE RATINGS REQUIRED, ONLY 2 HRS. REQUIRED BUT THE | | OPENING PROTECTIVES WOULD THEN NEED TO BE 1 1/2 HOUR | | FIRE RATING PER TABLE 715.4. | | | | 10-12) COMPLIED. | | 13-18) REFER BACK TO THE REQUIREMENT OF COMMENT # 6 AND | | RESPONSE TO BE AIR-BORNE & STRUCTURE BORN SOUND TO BE | | FIELD TESTED. 2010 WEST PALM BEACH AMENDMENTS TO THE | | FLORIDA BUILDING CODE, CHAPTER 1 107.3.3 CONTRACTOR IS | | AT OWN RISK, NO ASSURANCES THAT A CERTIFICATE OF | | OCCUPANCY CAN BE ISSUED WITHOUT CODE COMPLIANCE | | 13A) PAGE 17/ A-3.10 THE EXIT ACCESS WALL COMMON TO | | THIS UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT | | INDICATE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND. | | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES | | SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM | | PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION | | CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) | | FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM | | E 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION | | ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; RECESSED | | CABINETS; BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR | | EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR | | OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS. | | THIS REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT | | ENTRANCE DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT | | FITTING TO THE FRAME AND SILL. | | | | 13B) PAGE 18/ A-3.11 THE EXIT ACCESS WALL COMMON TO | | THIS UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT | | INDICATE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND. | | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES | | SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM | | PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION | | CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) | | FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM | | E 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION | | ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; RECESSED | | CABINETS; BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR | | EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR | | OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS. | | THIS REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT | | ENTRANCE DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT | | FITTING TO THE FRAME AND SILL. | | | | 14A) PAGE 19/ A3.12 THE BATHROOM WALL NEXT TO THE | | GARDEN TUB DOES NOT HAVE A WALL IDENTIFICATION TAG, | | SHOW COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND. | | | | 14B) PAGE 19/ A3.12 THE KITCHEN WALL NEXT TO THE SINK | | HAS A WALL IDENTIFICATION TAG OF 33, THIS WALL DOES NOT | | HAVE ANY SOUND RATING, SHOW COMPLIANCE WITH FBC-B | | 1207.2 AIR-BORNE SOUND. | | | | 15) PAGE 20/ A3.20 THE EXIT ACCESS WALL COMMON TO THIS | | UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT INDICATE | | COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND. | | | | 16A) A3.21 THE EXIT ACCESS WALL COMMON TO THIS UNIT HAS | | A WALL TAG # 21 THIS WALL DOES NOT INDICATE COMPLIANCE | | WITH FBC-B 1207.2 AIR-BORNE SOUND. | | | | 16B) MASTER BATH GARDEN TUB WALL THAT BACKS UP TO | | SHAFT, NO SHAFT IS SHOWN WALL TAG# 30 , WALL TYPE 30 | | DOES NOT PROVIDE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE | | SOUND. | | | | 17) A3.22 WALL TAGS 33 & 35, BOTH OF THESE WALLS DO NOT | | PROVIDE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND. | | | | 18) PAGE 25, A4.12 HVAC SHAFT, THIS COMMENT STANDS FOR | | ALL FLOORS, WALL TAG # 30 DOES NOT SHOW COMPLIANCE WITH | | FBC-B 1207.2 AIR-BORNE SOUND. | | | | 19) 2ND REQUEST, THE DESIGNER OF RECORD HAS LISTED THE | | CODE SECTION ON THIS SHEET, NOT THE DESIGN PARAMETERS. | | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING | | CODE, CHAPTER 1, ADMINISTRATION 107.2.1 INFORMATION ON | | CONSTRUCTION DOCUMENTS. SUCH INFORMATION SHALL BE | | SPECIFIC, AND THE TECHNICAL CODES SHALL NOT BE CITED AS | | A WHOLE OR IN PART, NOR SHALL THE TERM "LEGAL" OR | | ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC | | INFORMATION. | | | | 1ST REVIEW COMMENT. PAGE 43/ A7.01 GUARD RAILINGS FOR | | BALCONIES. DETAILS 3, 10 & 11 SHOW GUARD RAIL | | ATTACHMENT TO THE STRUCTURE WITH EXPANSION BOLTS. THERE | | IS A NOTE ON THE PLANS THAT THE CONNECTION DETAILS ARE | | TO BE DESIGNED BY A ENGINEER LICENSED IN THE STATE OF | | FLORIDA. WHAT THE DESIGNER OF RECORD FAILED TO PROVIDE | | IS THE REQUIREMENTS OF THE CODE FOR THE ENGINEER TO | | FOLLOW. | | 2010 FBC-B 1607.7.1 HANDRAILS AND GUARDS. | | 1607.7.1.1 CONCENTRATED LOAD. | | 1607.7.1.2 COMPONENTS. | | 20) 2ND REQUEST. THE NEW NOTES QUOTE THE CODE SECTION, | | THEY DO NOT GIVE THE FABRICATOR TO WHICH DESIGN | | CRITERIA YOU ARE SPECIFYING FOR THESE ELEMENTS ON YOUR | | BUILDING. THE DESIGNER OF RECORD HAS LISTED THE CODE | | SECTION ON THIS SHEET, NOT THE DESIGN PARAMETERS. 2010 | | WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING | | CODE, CHAPTER 1, ADMINISTRATION 107.2.1 INFORMATION ON | | CONSTRUCTION DOCUMENTS. SUCH INFORMATION SHALL BE | | SPECIFIC, | | AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE | | OR IN PART, NOR SHALL THE TERM "LEGAL" OR | | ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC | | INFORMATION. | | | | 1ST REVIEW COMMENT. PAGE 44/ A-7.02 & S-7.04 VARIOUS | | DETAILS AND DESIGN ARE SHOWN FOR CANOPY AND AWNINGS, | | THERE IS NO ATTACHMENT INFORMATION NOR IS THERE A | | PROPOSED WIND DESIGN PARAMETERS FOR THE SPECIALTY | | ENGINEER TO DESIGN. FBC-B 3105. | | 21)2ND REQUEST, ENERGY CALCULATIONS DATED 12/09/2014. | | PAGE 45/A-7.03 INDICATES AN INSULATION NOTE WAS ADDED | | BUT WHERE? PAGE 45/ A-7.03 ROOF DETAILS NOR THE ENERGY | | CALCULATIONS PROVIDE WHAT THE MINIMUM ROOF INSULATION | | IS THAT IS REQUIRED. NOTE THE ENERGY FORMS ARE NOT | | CORRECT, THE FRONT PAGE IS FOR A 1 STORY BUILDING, | | PAGES 33-34 BOTH SHOW A VALUE OF R-21.2 PLEASE PROVIDE | | HOW CODE COMPLIANCE WILL BE ACHIEVED. WHOLE BUILDING | | METHOD FL ENERGY 506.2.1. | | | | 22) SEMI ?COMPLIED. PAGE 53/ S1.01 ROOF ZONES 1, 2 & 3 | | THE PRESSURES ARE LOW FOR A MEAN ROOF HEIGHT OF 48 FT. | | WITH A EXPOSURE D COEFFICIENT. PAGE 47/ S 1.01 WALL | | PRESSURES OK ARE TAKEN AT THE PARAPET HEIGHT OF 54 FT. | | ELEVATION. | | | | 23) 2ND REQUEST. ARCHITECTS RESPONSE NOTE STATE SEE | | STRUCTURAL ENGINEERS NOTES FOR 22 & 23. THERE WAS NO | | RESPONSE TO COMMENT # 23. CELCORE LIGHTWEIGHT | | INSULATING CONCRETE NOA 13-0307.02 CIRCLE THE | | SUB-SYSTEM THAT IS TO BE USED ON THIS PROJECT AND THE | | ASSOCIATED PRESSURES. 107.2.1.3 ADDITIONAL INFORMATION | | IS REQUIRED. 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY | | THE CODE, THE CONSTRUCTION DOCUMENTS SHALL | | ILLUSTRATE, DESCRIBE AND DELINEATE THE TYPE OF ROOFING | | SYSTEM, MATERIALS, FASTENING REQUIREMENTS, FLASHING | | REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE | | REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND | | INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND | | CRITERIA REQUIRED FOR THE SPECIFIC SITE OR A STATEMENT | | BY AN ARCHITECT OR ENGINEER FOR THE SPECIFIC SITE MUST | | BE SUBMITTED WITH THE CONSTRUCTION DOCUMENTS. | | | | 24-27) DEFERRED SUBMITTALS. 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. | | | | 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) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C | | STANDS | | | | 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS | | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE | | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF | | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. | | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR | | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, | | SHOP DRAWINGS ETC.. | | | | | | | | 28) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT | | FEES MUST BE PAID TO PALM BEACH COUNTY. FOR DIGITAL | | PLANS, YOU WILL NEED TO PRINT THE CODE SUMMARY SHEET | | AND FLOOR PLANS TO SUBMIT TO THE COUNTY FOR REVIEW. WE | | WILL NEED THE STAMPED SHEET AND THE RECEIPT. PLEASE | | CALL (561)233-5025 FOR MORE INFORMATION. | | | | 29) FOR DIGITAL REVIEW PLEASE SUBMIT 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. | | | | TO REVIEW PERMIT STATUS OR ALL REVIEWS YOU MAY LOG ONTO | | HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STA | | TUS.ASPX FOR PERMIT STATUS. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | | | | | | | | | | | |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2015-01-22 |
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Cont ID |
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Sent By |
wjolin |
Date |
2015-01-22 |
Time |
13:51 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2015-01-13 |
Time |
07:30 |
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Notes |
2015-01-20 15:10:56 | BUILDING PLAN REVIEW | | PERMIT: 14120431 | | ADD: 321 23RD ST. | | PCN:74-43-43-10-19-003-0143 | | CONT: PETROCCHI CONSTRUCTION | | TEL: (305)495-3745 | | | | PARK PALM BEACH MULTIFAMILY RESIDENTIAL | | | | 2010 FLORIDA BUILDING CODE W | | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA | | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION | | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. | | | | 1ST REVIEW | | DATE:MON. JAN. 20/2015 | | ACTION: DENIED | | | | 1) THE PERMIT APPLICATION LIST THE ADDRESS OF 321 23RD | | ST./ 74-43-43-10-19-003-0143, THIS IS A SINGLE LOT, | | THIS WILL REQUIRE MORE THAN A UNITIY OF TITLE, THIS | | PROJECT WILL REQUIRE A REPLAT WITH A NEW PCN AND | | POSSIBLE ADDRESS CHANGE. | | | | 2) THIS PROJECT IS FOR A 4 STORY BUILDING THAT | | QUALIFIES AS A 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) 109.3.6.1 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. | | | | 2B) 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 PR 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. | | | | C) 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. | | CONTACT KEN CONRAD | | TEL: 561-805-6666 | | E-MAIL: [email protected] | | | | D) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY | | FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE SUBMITTED TO | | KEN CONRAD BY E-MAIL. KEN CONRAD: [email protected] | | | | E) NOTE NO ACTION IS REQUIRED, WE ARE E-MAILING YOU THE | | THRESHOLD INSPECTOR DOCUMENTS AND FORMS TO THIS E-MAIL | | ADDRESS; | | E-MAIL: [email protected] JAN. 20/2015 | | | | F) NOTE THIS IS A DIGITAL PLAN, AFTER PERMIT ISSUANCE, | | THE PERMIT LIBRARIAN WILL 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 COLLOR, (1) | | FOR THE THRESHOLD INSPECTOR, THE OTHER FOR THE MEP | | INSPECTORS. | | | | G) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED | | TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR | | IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE | | INSPECTIONS. | | | | H) 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) THE PERMIT VALUATION OF $8,500,000.00 IS LOW | | COMPARED TO THE CALCULATED VALUE FROM THE ICC BUILDING | | VALUATION DATA AUGUST 2014 USING THESE TABLES THE | | CALCULATED VALUE OF $9,855,203.00. | | | | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING | | CODE, CHAPTER 1, ADMINISTRATION 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 REFRENCES 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. | | | | 4) PLEASE NOTE UNDER THE FOLDER SUPPORTING DOCUMENTS, | | MISSING WAS THE SOILS REPORT PREPARED BY ARDAMIN FILE | | 03-2310 02/06/04. 2010 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) PAGE 003/ A-1.00 CODE SUMMARY SHEET: | | 5A) BUILDING CODES THE FLORIDA BUUILDING CODE | | ACCESSIBILITY IS ITS OWN CODE BOOK NOT CHAPTER 11 AS IN | | THE ICC. | | 5B) OCCUPANCY CLASSIFICATION CHAPTER 3 & TABLE 3-A, | | THERE IS NO TABLE 3-A IN THE 2010 FBC-B. | | 5C) OCCUPANCY CLASSIFICATION LIST RETAIL TO BE COVERED | | UNDER 311.3 THE SAME AS OPEN GARAGES PLEASE SEE FBC-B | | 304.1. | | 5D) ALLOWABLE EXTERIOR OPENINGS CAN NOT BE VARIFIED, | | THE PROPERTY LINES HAVE NOT BEEN PROVIDED AND THE | | DISTANCE AWAY FROM THE PROPERTY LINE. FBC-B TABLE 602 | | EXTERIOR FIRE RATINGS AND TABLE 705.8 ALLOWABLE | | OPENINGS. | | | | 6) PAGE 004/ A-1.01 (NOTE K)/ 008- A-1.05 ON BOTH | | SHEETS THERE ARE NOTES TO COMPLY WITH 1207.2 AIR-BORNE | | SOUND AND 1207.3 STRUCTURE BORNE SOUND. IN NEITHER CASE | | HAS TESTING REPORTS SUBMITTED PROVIDING CODE | | COMPLIANCE. PAGE 008 HAD A NOT OF REPORT NGC7005033 BUT | | NOT SUBMITTED. | | | | 7) PAGE 005/ A-1.02 OCCUPANCY & EGRESS PLAN / FIRE WALL | | SEPARATION. | | 7A)GROUND FLOOR EGRESS PLAN. BLDG. AREA (2) THE TYPICAL | | FLOOR PLAN SOUTH VERTICAL EXIT STAIR (2 HOUR RATED | | STAIR ENCLOSURE EMPTIES INTO A EXIT PASAGEWAY (1023.1) | | NOT A EGRESS CORRIDOR. WHEN YOU ENTER A VERTICAL EXIT, | | YOU HAVE TO CONTINUE THAT LEVEL OF PROTECTION THROUGH | | TO THE EXIT DISCHARGE. 1023.5 OPENINGS AND | | PENETRATIONS.EXCEPT AS PERMITTED IN SECTION 402.4.6, | | OPENINGS IN EXIT PASSAGEWAYS OTHER THAN EXTERIOR | | OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR EXIT | | ACCESS TO THE EXIT PASSAGEWAY FROM NORMALLY OCCUPIED | | SPACES AND FOR EGRESS FROM THE EXIT PASSAGEWAY. | | WHERE AN EXIT ENCLOSURE IS EXTENDED TO AN EXIT | | DISCHARGE OR A PUBLIC WAY BY AN EXIT PASSAGEWAY, THE | | EXIT PASSAGEWAY SHALL ALSO COMPLY WITH SECTION | | 1022.2.1. | | ELEVATORS SHALL NOT OPEN INTO AN EXIT PASSAGEWAY. | | | | 402.4.6 SERVICE AREAS FRONTING ON EXIT PASSAGEWAYS. | | MECHANICAL ROOMS, ELECTRICAL ROOMS, BUILDING SERVICE | | AREAS AND SERVICE ELEVATORS ARE PERMITTED TO OPEN | | DIRECTLY INTO EXIT PASSAGEWAYS, PROVIDED THE EXIT | | PASSAGEWAY IS SEPARATED FROM SUCH ROOMS WITH NOT LESS | | THAN 1-HOUR FIRE BARRIERS CONSTRUCTED IN ACCORDANCE | | WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED | | IN ACCORDANCE WITH SECTION 712, OR BOTH. THE MINIMUM | | FIRE PROTECTION RATING OF OPENINGS IN THE FIRE BARRIERS | | SHALL BE 1 HOUR. | | SUCH ROOMS OR AREAS SHALL BE PROTECTED BY AN APPROVED | | SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE | | WITH SECTION 903; HOWEVER, THE EXCEPTION IN NFPA 13, | | STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, | | THAT PERMIT THE OMISSION OF SPRINKLERS FROM SUCH ROOMS | | SHALL NOT BE PERMITTED. | | | | PLEASE ALSO NOTE THAT WITH OPENING 208 BEING GATE THIS | | WILL BE REQUIRED TO BE THE EXIT DOOR WITH CLOSER, THE | | DOOR WITH A CLOSER AND LATCH WILL REQUIRE ACLEAR FLOOR | | SPACE SEE ACCESS. CODE FIGURE 404.2.4.1 (C). | | | | 7B) GROUND FLOOR EGRESS PLAN. THE INTERIOR SIDE OF THE | | LOT LINE IS NOT SHOWN NOR IS THE WEST PROPERTY LINE NOT | | SHOWN. THE POOL AND SUN DECK SHOWS (2) MEANS OF EGRESS | | FROM THE POOL BUT THE PLANS DO NOT SHOW HOW EGRESS TO | | THE PUBLIC WAY WILL BE COMPLIED WITH. PLEASE PROVIDE | | THE DISTANCE FROM THE BUILDING TO THE LOT LINE. THE | | WEST VERTICAL EXIT ALSO EMPTIES TO THE SIDE CLOSEST TO | | THE PROPERTY LINE PLEASE PROVIDE COMPLIANCE WITH FBC-B | | 1027.2-1027.6. | | | | 7C) CLUBHOUSE EGRESS PLAN. PLEASE NOTE THERE ARE | | VARIOUS ROOMS THAT ARE NOT IDENTIFIED ON THIS PLAN, | | USE, SQ. FOOTAGE AND OCCUPANCY LOADS CAN NOT BE | | CONFIRMED. 107.3.5.1 MINIUMUM CRITERIA FOR COMMERCIAL | | BUILDING PLAN REVIEW. | | | | 7D) THE FITNESS CENTER SHOWS THE MEANS OF EGRESS GOING | | THROUGH INTO THE 3 HR RATED VERTICAL EXIT, SHEET A-6.01 | | STAIR PLAN # 2 IST FLOOR, PLEASE | | PROVIDE THE HEAD ROOM FROM THE 1ST FLOOR SLAB TO THE | | MID-LANDING AS PART OF A MEANS OF EGRESS MINIMUM HEAD | | ROOM FBC-B 1208.2. 1006.3.9 | | SIGNS INSTALLED AS PROJECTIONS FROM A WALL OR CEILING | | WITHIN THE MEANS OF EGRESS SHALL PROVIDE VERTICAL | | CLEARANCE NO LESS THAN 80 INCHES (2134 MM) FROM THE | | WALKING SURFACE. | | | | 7E) PLEASE REVIEW RETAIL SUITES 200, 300 & 400 ALL ARE | | FIGURED AT 200 FT/ OCC. 1ST FLOOR RETAIL IS FIRURED AT | | 30 SQ. FT./ OCC. FBC-B TABLE 1004.1.1. | | | | 7F) THE MULTI-PURPOSE ROOM IS MISSING FROM THE 1ST | | FLOOR OCCUPANCY LOAD TABLE FBC-B TABLE 1004.1.1. | | | | 7G) THE CLUBHOUSE/ LEASING ROOM IS NOT DEFINED AS TO | | LOCATION SHEET A-4.11 DOES NOT REFERANCE SUCH AREA. | | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. | | | | 7H) THE RETAIL SPACE WITH 1050 SQ. FT. /30= 52 | | OCCUPANTS, DOOR 103 WILL NEED TO SWING IN THE DIRECTION | | OF EGRESS TRAVEL. FBC-B 1008.1.2. | | | | 8) PAGE 13/ A-2.00 ARCHITECTURAL SITE REFERENCE PLAN: | | 8A) IT APPEARS THERE IS A DISCREPANCY IN THE 1ST FLOOR | | UNIT DESIGN, THE GRAPH SHOWS UNIT TYPES ON THE FIRST | | FLOOR AS RESIDENTIAL UNITS WHERE AS THE LOWER RIGHT | | PORTION OF THE PAGE SHOWS (3) RETAIL UNITS. 107.2.1.3 | | ADDITIONAL INFORMATION REQUIRED, DISCREPANCY IN PLANS. | | | | 9) PAGE 42/ A-6.20 : | | 9A) TRASH ROOM 2ND THROUGH THE 4TH FLOOR SHOW THE WHOLE | | OF THE TRASH ROOM/ ENCLOSRE AS BEING WITHIN THE 2 HOUR | | RATING FOR A SHAFT. DETAIL # 6 LABELS THE REFUSE CHUTE | | ITSELF AS THE SHAFT, THIS IS JUST THE TRASH CHUTE | | ITSELF. | | | | FBC-B 708.13.1 REFUSE AND LAUNDRY CHUTE ENCLOSURES. A | | SHAFT ENCLOSURE CONTAINING A REFUSE OR LAUNDRY CHUTE | | SHALL NOT BE USED FOR ANY OTHER PURPOSE AND SHALL BE | | ENCLOSED IN ACCORDANCE WITH SECTION 708.4. OPENINGS | | INTO THE SHAFT, INCLUDING THOSE FROM ACCESS ROOMS AND | | TERMINATION ROOMS, SHALL BE PROTECTED IN ACCORDANCE | | WITH THIS SECTION AND SECTION 715. OPENINGS INTO CHUTES | | SHALL NOT BE LOCATED IN CORRIDORS. DOORS SHALL BE SELF- | | OR AUTOMATIC-CLOSING UPON THE ACTUATION OF A SMOKE | | DETECTOR IN ACCORDANCE WITH SECTION 715.4.8.3, EXCEPT | | THAT HEAT-ACTIVATED CLOSING DEVICES SHALL BE PERMITTED | | BETWEEN THE SHAFT AND THE TERMINATION ROOM. | | | | 9B) WITH THE CORRECTED SHAFT THE ACCESS ROOM THAT LEADS | | FROM THE CORRIDOR TO THE REFUSE SHUTE, THIS AREA WILL | | NEED TO COMPLY WITH 708.13.3 A 1 HOUR FIRE BARRIER WITH | | 3/4 HR DOOR SELF CLOSING OR AUTOMATIC CLOSING UPON THE | | DETECTION OF SMOKE IN ACCORDANCE WITH SECTION | | 715.4.8.3. | | | | 9C) DETAIL # 6 FOR THE TRASH COLLECTION ROOM FAILS TO | | PROVIDE A FIRE RATING AT THE BOTTOM OF THE SHAFT, (2ND | | FLOOR LEVEL). SEE FBC-B 708.11 ENCLOSURE AT THE BOTTOM. | | NOTE THAT THE 3 HOUR FIRE RATED WALLS WOULD MEET THE | | FIRE RATINGS REQUIRED, ONLY 2 HRS REQUIRED BUT THE | | OPENING PROTECTIVES WOULD THEN NEED TO BE 1 1/2 HOUR | | FIRE RATING PER TABLE 715.4. | | | | 10) PAGE 40 - 41/ A-8.10- A-8.11 NEITHER ELEVATOR SHOWS | | COMPLIANCE WITH THE AMBULANCE STRETCHER | | REQUIREMENTSFBC-B 3002.4. THE ELEVATOR CAR SHALL BE OF | | SUCH A SIZE AND ARRANGEMENT TO ACCOMMODATE AN AMBULANCE | | STRETCHER 24 INCHES BY 76 INCHES (610 MM BY 1950 MM) | | WITH NOT LESS THAN 5-INCH (127 MM) RADIUS CORNERS, 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. | | | | 11) PAGE 25 / A-4.12 THIS COMMENT IS COMMON FOR THE 2ND | | FLOOR THRU 4TH FLOOR. DETAIL # 4 DOOR # 209 ON THE DOOR | | SCHEDULE IS INDICATED AS A 45 MINUTE REATED DOOR, | | PLEASE REVIEW FBC-B 509.5 A FIRE-RESISTANCE RATING OF | | NOT LESS THAN 3 HOURS AND THE FLOOR AREA IS SUBDIVIDED | | BY 2-HOUR FIRE-RESISTANCE-RATED FIRE WALLS INTO AREAS | | OF NOT MORE THAN 3,000 SQUARE FEET . OPENING | | PROTECTIVES 715.4 2HR FIRE WALL/ 1 1/2 OPENING | | PROTECTIVES. | | | | 12) PAGE 16/ A-3.10. THIS SHEET IS ACTUALLY A-3.41 , | | SHOULD BE PAGE 23, OUT OF ORDER OF THE INDEX.THE NEXT6 | | SHEETS ARE NOW OUT OF ORDER TO THE INDEX OF SHEETS. | | | | 13 PAGE 17/ A-3.10 THE EXIT ACCESS WALL COMMON TO THIS | | UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT INDICATE | | COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND. WALLS, | | PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING | | DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR | | SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS | | (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR | | AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E | | 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES | | FOR PIPING; ELECTRICAL DEVICES; RECESSED CABINETS; | | BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR EXHAUST | | DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE | | TREATED TO MAINTAIN THE REQUIRED RATINGS. THIS | | REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT ENTRANCE | | DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT FITTING TO | | THE FRAME AND SILL. | | | | 13) PAGE 18/ A-3.11 THE EXIT ACCESS WALL COMMON TO THIS | | UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT INDICATE | | COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND. WALLS, | | PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING | | DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR | | SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS | | (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR | | AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E | | 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES | | FOR PIPING; ELECTRICAL DEVICES; RECESSED CABINETS; | | BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR EXHAUST | | DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE | | TREATED TO MAINTAIN THE REQUIRED RATINGS. THIS | | REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT ENTRANCE | | DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT FITTING TO | | THE FRAME AND SILL. | | | | 14A) PAGE 19/ A3.12 THE BATHROOM WALL NEXT TO THE | | GARDEN TUB DOES NOT HAVE A WALL IDENTIFICATION TAG, | | SHOW COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND. | | | | 14B) PAGE 19/ A3.12 THE KITCHEN WALL NEXT TO THE SINK | | HAS A WALL IDENTIFICATION TAG OF 33, THIS WALL DOES NOT | | HAVE ANY SOUND RATING, SHOW COMPLIANCE WITH FBC-B | | 1207.2 AIR-BORNE SOUND. | | | | 15) PAGE 20/ A3.20 THE EXIT ACCESS WALL COMMON TO THIS | | UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT INDICATE | | COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND. | | | | 16A) A3.21 THE EXIT ACCESS WALL COMMON TO THIS UNIT HAS | | A WALL TAG # 21 THIS WALL DOES NOT INDICATE COMPLIANCE | | WITH FBC-B 1207.2 AIR-BORNE SOUND. | | | | 16B) MASTER BATH GARDEN TUB WALL THAT BACKS UP TO | | SHAFT, NO SHAFT IS SHOWN WALL TAG# 30 , WALL TYPE 30 | | DOES NOT PROVIDE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE | | SOUND. | | | | 17) A3.22 WALL TAGS 33 & 35, BOTH OF THESE WALLS DO NOT | | PROVIDE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND. | | | | 18) PAGE 25, A4.12 HVAC SHAFT, THIS COMMENT STANDS FOR | | ALL FLOORS, WALL TAG # 30 DOES NOT SHOW COMPLIANCE WITH | | FBC-B 1207.2 AIR-BORNE SOUND. | | | | 19) PAGE 43/ A7.01 GUARD RAILINGS FOR BALCONIES. | | DETAILS 3, 10 & 11 SHOW GUARD RAIL ATTACHMENT TO THE | | STRUCTURE WITH EXSPANSION BOLTS. THERE IS A NOTE ON THE | | PLANS THAT THE CONNECTION DETAILS ARE TO BE DESIGNED BY | | A ENGINEER LICENSED IN THE STATE OF FLORIDA. WHAT THE | | DESIGNER OF RECORD FAILED TO PROVIDE IS THE | | REQUIREMENTS OF THE CODE FOR THE ENGINEER TO FOLLOW. | | 2010 FBC-B 1607.7.1 HANDRAILS AND GUARDS. | | 1607.7.1.1 CONCENTRATED LOAD. | | 1607.7.1.2 COMPONENTS. | | | | 20) PAGE 44/ A-7.02 & S-7.04 VARIOUS DETAILS AND DESIGN | | ARE SHOWN FOR CANOPY AND AWNINGS, THERE IS NO | | ATTACHMENT INFORMATION NOR IS THERE A PROPOSED WIND | | DESIGN PARAMETERS FOR THE SPECIALTY ENGINEER TO DESIGN. | | FBC-B 3105. | | | | 21) PAGE 45/ A-7.03 ROOF DETAILS NOR THE ENERGY | | CALCULATIONS PROVIDE WHAT THE MINIMUM ROOF INSULATION | | IS THAT IS REQUIRED. NOTE THE ENERGY FORMS ARE NOT | | CORRECT, THE FRONT PAGE IS FOR A 1 STORY BUILDING, | | PAGES 33-34 BOTH SHOW A VALUE OF R-21.2 PLEASE PROVIDE | | HOW CODE COMPLIANCE WITLL BE ACHIEVED. WHOLE BUILDING | | METHOD FL ENERGY 506.2.1. | | | | 22) PAGE 49/ S1.01 THE GENERAL NOTE # 3 PROVIDES THE | | WIND DESIGN CRITERIA BUT DOES NOT EXPLAIN MORE THAN | | COMPONENTS AND CLADDING (VASD) +54.14/ -70.75 PSF. THIS | | PRESSURE DOES NOT INDICATE FOR WHAT SQ. FT. THIS | | DESIGNED FOR, NOR DOES IT PROVIDE FOR WHAT ZONE, ROOF | | OR WALL. | | PLEASE PROVIDE A VULT AND VASD SCHEDULE FOR ZONES, 1, | | 2, 3, 4 & 5 FOR 10 SQ. FT., 20 SQ. FT, 50 SQ. FT. & 100 | | SQ. FT. THE TABLES IN THE CODE BOOKS ARE NOT GOOD ABOVE | | 60 FT. FBC-B TABLE 1609.6.2./ COMPONENTS AND CLADDING | | 1709.6.4.4.1. | | NOTE WITHOUT THIS INFORMATION THE SUBMITTED PRODUCT | | APPROVALS CAN NOT BE REVIEWED FOR CODE COMPLIANCE. | | | | 23) CELCORE LIGHTWEIGHT INSULATING CONCRETE NOA | | 13-0307.02 CIRCLE THE SUS-SYSTEM THAT IS TO BE USED ON | | THIS PROJECT AND THE ASSOCIATED PRESSURES. 107.2.1.3 | | ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.2 FOR ROOF | | ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION | | DOCUMENTS SHALL | | ILLUSTRATE, DESCRIBE AND DELINEATE THE TYPE OF ROOFING | | SYSTEM, MATERIALS, FASTENING REQUIREMENTS, FLASHING | | REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE | | REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND | | INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND | | CRITERIA REQUIRED FOR THE SPECIFIC SITE OR A STATEMENT | | BY AN ARCHITECT OR ENGINEER FOR THE SPECIFIC SITE MUST | | BE SUBMITTED WITH THE CONSTRUCTION DOCUMENTS. | | | | 24) JOHNS MANVILLE NOA 13-0129.20 MODIFIED OVER | | CONCRETE DECK, CIRCLE WHICH SUB-SYSTEM IS TO BE | | INSTALLED ON THIS PROJECT, PLEASE NOTE THE DESIGN | | PRESSURES AND IF LIMITATION 7 OR 9 APPLIES. LIMITATION | | 7 MAY REQUIRE CALCULATIONS FROM A DESIGN PROFESSIONAL. | | | | 25) ALL GLAZED OPENINGS BOTH WINDOWS AND DOORS AND | | MULLIONS CIRCLE THE TYPE OF GLAZING TO BE INSTALLED, | | WIDTH, HEIGHT AND ASSOCATED PRESSURES FOR REVIEW. | | 107.2.1.3 | | | | 26) NYSTROM ROOF HATCH NOA 12-0320.30 GOOD FOR +/- | | 100PSF VASD. SHEET A-6.00 IT APPEARS THERE IS OVER A | | 3'-0" PARAPET ELIMINATING ZONE 3, THIS UNITWILL NEED TO | | MEET THE ROOF ZONE PRESSURES FOR ROOF ZONE 3 WILL BE | | REVIEWED ONCE PRESSURES ARE PROVIED. | | | | 27A) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE | | PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03 | | SHALL BE REVIEWED AND APPROVED IN WRITING BY THE | | DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR | | JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE | | ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING | | ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC.. | | | | 27B) THE PRODUCT APPROVALS THAT MAKE UP THE ENVELOPE OF | | THE BUILDING IF THE CONTRACTOR OR DESIGN PROFESSIONAL | | ELECT CAN BE A NO FEE DEFERRAL. THIS DOES ALLOW THE | | CONTRACTOR TO BID OUT THE PROJECT AND SUBMIT THE ACTUAL | | PRODUCTS THAT WILL BE INSTALLED ON THEIRE PROJECT. A | | WRITTEN RESPONCE WILL BE REQUIRED IF THIS OPTION IS | | DESIRED. | | 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. | | | | 28) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT | | FEES MUST BE PAID TO PALM BEACH COUNTY. FOR DIGITAL | | PLANS, YOU WILL NEED TO PRINT THE CODE SUMMARY SHEET | | AND FLOOR PLANS TO SUBMIT TO THE COUNTY FOR REVIEW.WE | | WILL NEED THE STAMPED SHEET AND THE RECEIPT. PLEASE | | CALL (561)233-5025 FOR MORE INFORMATION. | | | | 29) FOR DIGITAL REVIEW PLEASE SUBMIT 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. | | | | 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. | | | | | | TO REVIEW PERMIT STATUS OR ALL REVIEWS YOU MAY LOG ONTO | | HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STA | | TUS.ASPX FOR PERMIT STATUS. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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E |
ELECTRICAL |
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3 |
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P |
Date |
2015-05-14 |
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rlecky |
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2015-05-14 |
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11:38 |
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rlecky |
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2015-05-14 |
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ELECTRICAL |
Rev No |
2 |
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P |
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2015-03-26 |
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wjolin |
Date |
2015-03-26 |
Time |
12:55 |
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rlecky |
Date |
2015-03-26 |
Time |
11:21 |
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E |
ELECTRICAL |
Rev No |
1 |
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F |
Date |
2015-01-30 |
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wjolin |
Date |
2015-01-30 |
Time |
14:52 |
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rlecky |
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2015-01-27 |
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2015-01-30 14:53:05 | 14120431 | | 23RD STREET | | APARTMENT BUILDING | | | | PLEASE REVISE THE PLANS IN RESPONSE TO THE FOLLOWING | | REVIEW COMMENT. | | | | PROVIDE A SINGLE POINT OF SERVICE TO THE STRUCTURE OR | | PROVIDE JUSTIFICATION FOR THE ELECTRICAL DESIGN AS | | OUTLINED WITHIN THE NATIONAL ELECTRICAL CODE. NEC 230.2 | | | | COMMON GROUNDING ELECTRODES ARE REQUIRED TO SERVE THE | | SAME BUILDING AND ALL SEPARATE SERVICES. NEC 250.58 | | | | SHEET NO. E-4.00 | | | | PROVIDE A SAFETY LABELING SCHEDULE FOR FLASH PROTECTION | | FOR THE SERVICE, PANEL BOARDS AND MAIN DISCONNECTING | | MEANS ON THE ELECTRICAL PLAN. NEC 110.22 | | | | PROVIDE PERMANENT IDENTIFICATION PLAQUE WHICH SHOWS THE | | LOCATION OF THE ELECTRICAL SERVICES AND MAIN | | DISCONNECTS. NEC 230.2 (E) | | | | SHEET NO. E5.00, E5.01, E5.02 | | | | VERIFY THAT NOTE # 4 PROVIDING AN 800 AMPERE HORIZONTAL | | BUS IS APPLICABLE TO THE 1000 AMPERE METER CENTER #1. | | NEC 110.3 | | | | PROVIDE ON THE ELECTRICAL PLAN A SAFETY LABELING | | SCHEDULE FOR FLASH PROTECTION FOR THE SERVICE, PANEL | | BOARDS AND MAIN DISCONNECTING MEANS. NEC 110.22 | | | | | | NOTE: SEPARATE PERMITS AND PLANS ARE REQUIRED FOR ALARM | | SYSTEMS, SECURITY, SITE LIGHTING, RETAIL BUILD OUT AND | | DATA SYSTEMS | | | | ROBERT LECKY, CBO | | ELECTRICAL PLANS REVIEW | | 561-373-3701 | | [email protected] | | |
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ENG |
ENGINEERING CSD |
Rev No |
3 |
Status |
P |
Date |
2015-05-21 |
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cranford |
Date |
2015-05-21 |
Time |
11:34 |
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cranford |
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2015-05-21 |
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2015-05-21 11:34:46 | SEE ENGINEERING DEVELOPMENT APPROVAL E15010040 FOR | | FINAL CIVIL PLANS. |
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ENG |
ENGINEERING CSD |
Rev No |
2 |
Status |
F |
Date |
2015-03-16 |
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wjolin |
Date |
2015-03-16 |
Time |
10:17 |
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cranford |
Date |
2015-03-11 |
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2015-03-11 12:00:06 | PLEASE REVISE THE HATCH ON SHEET C-2 TO SHOW THE ACTUAL | | WIDTH OF THE PAVEMENT RESTORATION REQUIRED UNDER CITY | | DETAIL GC-9 (INCLUDED ON PLAN SHEET C-5). | | | | REQUESTED 3RD PARTY REIMBURSEMENT AGREEMENT FOR | | OFF-SITE FIRE LINE WILL REQUIRE APPROVAL FROM THE | | CITY'S UTILITY DEPARTMENT. THE REQUEST IS CURRENTLY | | UNDER REVIEW. | | | | SANITARY MANHOLE MAY REQUIRE REHABILITATION WHEN THE | | PROPOSED LATERAL IS INSTALLED. | | | | PLEASE VERIFY THAT THE EXISTING CURB INLET STRUCTURE IS | | LARGE ENOUGH TO ACCOMMODATE THE ADDITIONAL 24-INCH | | CONNECTION. | | | | ON SHEET C4, PLEASE ADD FIBERMESH TO THE CONCRETE | | SIDEWALK NOTE. | | | | TECHNICAL DETAILS ARE ALSO BEING REVIEWED UNDER | | ENGINEERING APPROVAL E15010040. | | | | KELLY CRANFORD, PE | | CITY OF WPB LAND DEVELOPMENT ENGINEER | | (561)494-1098 | | [email protected] |
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ENG |
ENGINEERING CSD |
Rev No |
1 |
Status |
F |
Date |
2014-12-19 |
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wjolin |
Date |
2014-12-19 |
Time |
13:17 |
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0.00 |
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cranford |
Date |
2014-12-19 |
Time |
12:00 |
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2014-12-19 13:17:21 | AN ENGINEERING DEVELOPMENT PERMIT APPLICATION IS | | REQUIRED FOR THIS PROJECT. THIS IS A CONCEPTUAL LEVEL | | REVIEW. TECHNICAL DETAILS OF THE WATER, SEWER, | | STORMWATER, TRAFFIC CIRCULATION, AND SOLID WASTE | | COLLECTION WILL BE REVIEWED AS PART PART OF THE | | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT | | APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT | | APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT | | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ | | | | PRIOR TO START OF CONSTRUCTION, A UNITY OF TITLE MUST | | BE COMPLETED. INSTRUCTIONS AND THE APPLICATION FORM CAN | | BE DOWNLOADED AT | | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ | | | | NEW PARKING STALL STRIPING MUST COMPLY WITH CITY OF | | WEST PALM BEACH CODE OF ORDINANCES, ARTICLE XV, SECTION | | 94-485. | | | | THE AVAILABLE WATER PRESSURE WITHIN THE CITY MAY NOT BE | | ACCEPTABLE AT ELEVATIONS HIGHER THAN THE 2ND FLOOR. WE | | RECOMMEND THAT A LONG-TERM PRESSURE STUDY BE PERFORMED | | ON THE POTABLE WATER LINES PRIOR TO FINALIZATION OF THE | | DESIGN. | | | | SHOW THAT ALL POTABLE WATER, STORMWATER, AND SANITARY | | SEWER CROSSINGS MEET THE SEPARATION REQUIREMENTS OF | | RULES 62-555.314 AND 62-604 FAC | | | | SEE THE FIRE DEPARTMENT COMMENTS FOR THE REQUIREMENTS | | FOR FIRE SUPPLY LINES, WHICH WILL INCLUDE THE PROPOSED | | POTABLE WATER LINE IF A SEPARATE FIRE LINE IS NOT | | PROVIDED. | | | | SUBMIT A HYDRAULIC ANALYSIS OF THE PROPOSED WATER | | DISTRIBUTION SYSTEM. | | | | REVISE THE PLANS TO INCLUDE APPLICABLE CITY ENGINEERING | | STANDARD DETAILS. INDICATE THE YARD PIPING DESIGN | | STANDARDS (MINIMUM COVER, HORIZONTAL AND VERTICAL | | CLEARANCES), AND WHICH JOINTS ARE TO BE MECHANICALLY | | RESTRAINED. | | | | PLEASE SHOW THAT THE PROPOSED TRASH DUMPSTER/COMPACTORS | | ARE LOCATED IN AREAS EASILY SERVICED BY THE CITY | | SANITATION EQUIPMENT AND MANPOWER. SECTION 74-35(A)(5) | | OF THE CODE OF ORDINANCES. | | | | VERIFY THAT THE PROPOSED SIZE AND QUANTITY OF TRASH | | BINS IS APPROPRIATE FOR THE WASTE YARDAGE ANTICIPATED | | TO BE GENERATED BY THE COMPLEX. CONSIDER USING A | | COMPACTOR TO REDUCE THE YARDAGE OF WASTE THAT WILL NEED | | TO BE COLLECTED. | | | | APPROPRIATE MEASURES SHALL BE TAKEN TO ENSURE THAT | | REMOVAL OF STORMWATER WILL NOT ADVERSELY AFFECT | | NEIGHBORING PROPERTIES OR THE PUBLIC STORM DRAINAGE | | SYSTEM. DEMONSTRATE THAT THE DESIGN INCLUDES PROVISIONS | | FOR THE CONSTRUCTION OF FACILITIES, INCLUDING GRADING, | | GUTTERS, PIPING AND THE TREATMENT OF TURF, TO | | ACCOMMODATE STORMWATER AND TO PREVENT EROSION AND THE | | FORMATION OF SILT. CODE OF ORDINANCES SECTION | | 94-35(C)(11) | | | | PLEASE DEMONSTRATE THAT THE PROJECT WILL PROVIDE | | ADEQUATE DRAINAGE AND STORMWATER MANAGEMENT. [SECTIONS | | 90-201, 94-35(C )(11), AND 94-307 OF THE CODE OF | | ORDINANCES]. | | | | PLEASE SHOW THE LOCATIONS OF THE ROOF DRAINS AND | | INDICATE WHERE THE RUNOFF FROM THE ROOF DRAINS WILL BE | | DIRECTED. THE ROOF DRAIN PEAK DISCHARGE RATE AND | | VELOCITY WILL NEED TO BE INCLUDED IN THE FINAL DESIGN | | OF THE STORMWATER MANAGEMENT SYSTEM. | | | | KELLY CRANFORD, P.E. | | LAND DEVELOPMENT ENGINEER | | PUBLIC WORKS DEPARTMENT | | CITY OF WEST PALM BEACH | | [email protected] | | 561-494-1098 (OFFICE) | | |
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FIRE |
FIRE DEPARTMENT |
Rev No |
4 |
Status |
P |
Date |
2015-05-13 |
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Sent By |
wjolin |
Date |
2015-05-13 |
Time |
14:16 |
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0.00 |
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wjolin |
Date |
2015-05-13 |
Time |
13:20 |
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Notes |
2015-05-13 14:16:21 | 312 23RD STREET | | PERMIT #14120431 | | REVIEW COMMENTS - FIRE DEPARTMENT | | NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY | | REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE | | (2009 EDITION WITH FLORIDA AMENDMENTS.) | | | | RESPONSE COMMENT: THE VERTICAL STANDPIPE NEEDS TO BE | | PROTECTED IN A RATED ENCLOSURE EQUAL TO THE STAIR | | ENCLOSURE PROTECTION. SIMPLY PROTECTING THE FLOOR | | PENETRATIONS IS NOT THE EQUIVALENT. | | REPEAT COMMENT: VERTICAL STANDPIPE RISERS SUPPLYING THE | | FIRE DEPARTMENT VALVES ARE REQUIRED TO BE LOCATED IN A | | 2-HOUR FIRE BARRIER/SHAFT PER NFPA 14 SECTION 6.1.2.2. | | | | DISCLAIMER: FBC SECTION 105.4.1 PERMIT INTENT: A PERMIT | | ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED | | WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, | | ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE | | TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT | | THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A | | CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR | | VIOLATIONS OF THIS CODE. | | | | WESLEY JOLIN | | ASSISTANT FIRE MARSHAL | | WEST PALM BEACH FIRE RESCUE | | [email protected] | | (561) 805-6730 |
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Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
3 |
Status |
F |
Date |
2015-03-19 |
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|
Cont ID |
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Sent By |
wjolin |
Date |
2015-03-19 |
Time |
13:18 |
Rev Time |
0.00 |
Received By |
wjolin |
Date |
2015-03-18 |
Time |
13:00 |
Sent To |
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|
Notes |
2015-03-18 13:01:25 | 312 23RD STREET | | PERMIT #14120431 | | REVIEW COMMENTS - FIRE DEPARTMENT | | NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY | | REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE | | (2009 EDITION WITH FLORIDA AMENDMENTS.) | | | | NOTE: COULD NOT LOCATE WRITTEN CIVIL RESPONSES TO FIRE | | REVIEW COMMENTS. | | | | REPEAT COMMENT - CIVIL: PROVIDE PROJECT FIRE FLOW | | CALCULATIONS PER NFPA 1 SECTION 18.4. | | | | REPEAT COMMENT - SHEET C2: PROVIDE DRAWING NOTE | | INDICATING (PER NFPA 241 SECTION 8.7.2.3) WHERE | | UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE | | PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN | | SERVICE PRIOR TO CONSTRUCTION WORK. | | | | REPEAT COMMENT - SHEET C2: PER NFPA 24 SECTION 6.2.1, | | ALL CONNECTIONS TO PRIVATE FIRE SERVICE MAINS FOR FIRE | | PROTECTION SYSTEMS SHALL BE ARRANGED IN ACCORDANCE WITH | | ONE OF THE FOLLOWING SO THAT THEY CAN BE ISOLATED: | | (1)A POST INDICATOR VALVE INSTALLED NOT LESS THAN 40 | | FEET FROM THE BUILDING. | | (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A POST | | INDICATOR VALVE SHALL BE PERMITTED TO BE INSTALLED | | CLOSER THAN 40 FEET BUT AT LEAST AS FAR FROM THE | | BUILDING AS THE HEIGHT OF THE WALL FACING THE POST | | INDICATOR VALVE. | | (2) A WALL POST INDICATOR VALVE | | (3) AN INDICATING VALVE IN A PIT, INSTALLED IN | | ACCORDANCE WITH SECTION 6.4 | | (4) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING | | VALVE NOT LESS THAN 40 FEET FROM THE BUILDING. | | (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A | | BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING VALVE | | SHALL BE PERMITTED TO BE INSTALLED CLOSER THAN 40 FEET | | BUT AT LEAST AS FAR FROM THE BUILDING AS THE HEIGHT OF | | THE WALL FACING THE BACKFLOW PREVENTER. | | (5) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM | | ACCESSIBLE FROM THE EXTERIOR | | (6) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE | | ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE | | AUTHORITY HAVING JURISDICTION | | | | SHEET C8: EXTENDING AN EXISTING 8-INCH DEAD-END MAIN TO | | SUPPLY A 2ND FIRE HYDRANT IS NOT SUPPORTED. PIPING | | SHOULD BE LOOPED OR GRIDDED WHEN A SECOND HYDRANT IS | | ADDED TO A MAIN. | | | | SHEET C8: THE NEW FIRE HYDRANT TO BE INSTALLED AT THE | | CORNER OF PONCE DELEON AVENUE AND PICADILLY STREET | | CREATES A SITUATION WHERE A LARGE PORTION OF THE NEW | | BUILDING IS LOCATED MORE THAN 250 FEET FROM A FIRE | | HYDRANT AND THE HYDRANT SPACING (850 FEET) EXCEEDS 500 | | FEET BETWEEN HYDRANTS ALONG PONCE DELEON AVENUE | | (REFERENCE FFPC NFPA 1 - TABLE I.3). | | | | REPEAT COMMENT - SHEET A1.00: REMOVE CODE REFERENCE | | "INTERNATIONAL FIRE CODE 2006 EDITION." | | | | SHEET A1.02: THE SECOND MEANS OF EGRESS FROM THE POOL | | DECK AREA ROUTES OCCUPANTS BACK THROUGH THE BUILDING. | | THIS DOOR WILL NEED PANIC HARDWARE AND WILL NOT BE | | ALLOWED TO BE LOCKED FROM THE INTERIOR WHICH MAY AFFECT | | THE SECURITY OF THE BUILDING. | | | | **RESPONSE COMMENT - SHEET A2.00: SECTION 7.2.4.3.3 | | REQUIRES EXITS, OTHER THAN HORIZONTAL EXITS, TO | | DISCHARGE DIRECTLY TO THE OUTSIDE. STAIR #1 DISCHARGES | | INTO A 2-HOUR CORRIDOR THAT NEEDS TO BE TREATED AS AN | | EXIT PASSAGEWAY AND SHALL CONFORM TO THE GENERAL | | REQUIREMENTS OF SECTION 7.1; WHEREBY, OPENINGS INTO THE | | EXIT ENCLOSURE SHALL BE LIMITED TO DOOR ASSEMBLIES FROM | | NORMALLY OCCUPIED SPACES. THIS WILL AFFECT THE BIKE | | STORAGE ROOM. ADDITIONALLY, PER SECTION 7.1.3.2.1(9) | | PENETRATIONS INTO, AND OPENINGS THROUGH, AN EXIT | | ENCLOSURE ASSEMBLY SHALL BE LIMITED TO: FIRE-RATED DOOR | | ASSEMBLIES, ELECTRICAL CONDUIT SERVING THE EXIT | | ENCLOSURE, DUCTWORK AND EQUIPMENT NECESSARY FOR | | INDEPENDENT STAIR PRESSURIZATION, WATER OR STEAM PIPING | | NECESSARY FOR THE HEATING OR COOLING OF THE EXIT | | ENCLOSURE, SPRINKLER PIPING, STANDPIPES, AND | | PENETRATIONS FOR FIRE ALARM CIRCUITS, WHERE THE | | CIRCUITS ARE INSTALLED IN METAL CONDUIT AND THE | | PENETRATIONS ARE PROTECTED BY A LISTED ASSEMBLY. THIS | | MAY AFFECT THE ELEVATOR AND THE BIKE STORAGE ROOM. | | ORIGINAL COMMENT - SHEET A2.00: STAIR 1 DISCHARGES INTO | | A CORRIDOR; HOWEVER, THIS SPACE INDICATES BIKE STORAGE. | | STORAGE IN THIS CORRIDOR WILL ALWAYS BE AN ISSUE THAT | | WILL NOT BE MANAGEABLE WITH JUST SIGNAGE OR | | SUPERVISION. ALSO 7.2.4.3.3 INDICATES ALL REQUIRED | | EXITS, OTHER THAN HORIZONTAL EXITS, SHALL DISCHARGE | | DIRECTLY TO THE OUTSIDE. | | | | SHEET A3.40: STORAGE ROOM WALL ADJACENT TO SAIR | | #1/CORRIDOR DOES NOT INDICATE A 2-HOUR FIRE BARRIER. | | | | THERE APPEARS TO BE 2 UPLOADED DRAWINGS THAT ARE BOTH | | DESIGNATED AS SHEET A3.41. DRAWING SEQUENCE #016 AND | | #023A ARE BOTH THE SAME DRAWING. | | | | SHEET A3.41: THE DOOR SWING (STOREFRONT DOOR #SF7) IS | | AGAINST THE FLOW OF TRAFFIC AND CONFLICTS WITH THE LIFE | | SAFETY PLAN. THIS DOOR WILL NEED PANIC HARDWARE AND | | WILL NOT BE ALLOWED TO BE LOCKED FROM THE INTERIOR | | WHICHL MAY AFFECT THE SECURITY OF THE BUILDING. | | | | SHEET A3.41: POOL GATE/DOOR #106 NEEDS TO BE EQUIPPED | | WITH PANIC HARDWARE. | | | | SHEET A3.41: STOREFRONT EXIT DOOR #SF4 NEEDS TO BE | | EQUIPPED WITH PANIC HARDWARE. | | | | SHEET A3.41: VERIFY FIRE RATING OF ALL DOORS; TOO MANY | | DISCREPANCIES BETWEEN THE DOOR RATINGS AND THE WALL | | RATINGS SHOWN ON THE LIFE SAFETY PLAN. FOR EXAMPLE, | | MAINTENANCE AND ELECTRICAL ROOM DOORS #203 AND MAIL | | CENTER DOORS #201 AND #202 ALL INDICATE A 45-MINUTE | | FIRE RATING; HOWEVER, THE DOOR IS LOCATED IN A 3-HOUR | | FIRE WALL. REFER TO DOOR SCHEDULE ON SHEET A3.01. | | | | SHEET A3.41: PARKING GARAGE DOOR #201 OPENING INTO | | CORRIDOR #130 NEEDS TO BE MARKED/PAINTED OR PROTECTED | | BY BOLLARDS TO PREVENT THE DOOR SWING FROM HARMING | | OCCUPANTS EXITING FROM EXIT STAIR #1. | | | | SHEET E4.01: MAG LOCK DOORS: PER SECTION 7.2.1.6.2, | | ACCESS-CONTROLLED EGRESS DOORS ARE PERMITTED PROVIDED | | THAT ALL SEVEN OF THE FOLLOWING CRITERIA ARE MET: | | 1. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE, | | ARRANGED TO DETECT AN OCCUPANT APPROACHING DOORS THAT | | ARE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS UPON | | DETECTION OF AN APPROACHING OCCUPANT OR LOSS OF POWER | | TO THE SENSOR. | | 2. LOSS OF POWER TO THE PART OF THE ACCESS CONTROL | | SYSTEM THAT LOCKS THE DOORS SHALL AUTOMATICALLY UNLOCK | | THE DOORS IN THE DIRECTION OF EGRESS. | | 3. THE DOORS SHALL BE ARRANGED TO UNLOCK IN THE | | DIRECTION OF EGRESS FROM A MANUAL RELEASE DEVICE | | LOCATED VERTICALLY 40 TO 48 INCHES ABOVE THE FLOOR AND | | WITHIN 60 INCHES HORIZONTALLY OF THE SECURED DOORS. | | 4. THE MANUAL RELEASE DEVICE SHALL BE READILY | | ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT READS | | PUSH TO EXIT. | | 5. WHEN OPERATED, THE MANUAL RELEASE DEVICE SHALL | | RESULT IN DIRECT INTERRUPTION OF POWER TO THE LOCK, | | INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS, | | AND THE DOORS SHALL REMAIN UNLOCKED FOR NOT LESS THAN | | 30 SECONDS. | | 6. ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM SHALL | | AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF | | EGRESS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE | | FIRE ALARM SYSTEM HAS BEEN MANUALLY RESET. | | 7. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER | | SYSTEM OR AUTOMATIC DETECTION SYSTEM SHALL | | AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF | | EGRESS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE | | FIRE ALARM SYSTEM HAS BEEN MANUALLY RESET. | | | | VERTICAL STANDPIPE RISERS SUPPLYING THE FIRE DEPARTMENT | | VALVES ARE REQUIRED TO BE LOCATED IN A 2-HOUR FIRE | | BARRIER/SHAFT PER NFPA 14 SECTION 6.1.2.2. | | | | DISCLAIMER: FBC SECTION 105.4.1 PERMIT INTENT: A PERMIT | | ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED | | WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, | | ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE | | TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT | | THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A | | CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR | | VIOLATIONS OF THIS CODE. | | | | WESLEY JOLIN | | ASSISTANT FIRE MARSHAL | | WEST PALM BEACH FIRE RESCUE | | [email protected] | | (561) 805-6730 |
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|
Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
2 |
Status |
F |
Date |
2015-05-13 |
|
|
Cont ID |
|
Sent By |
wjolin |
Date |
2015-05-13 |
Time |
13:20 |
Rev Time |
0.00 |
Received By |
wjolin |
Date |
2015-03-04 |
Time |
15:46 |
Sent To |
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|
Notes |
2015-03-06 10:32:11 | 312 23RD STREET | | PERMIT #14120431 | | REVIEW COMMENTS - FIRE DEPARTMENT | | NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY | | REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE | | (2009 EDITION WITH FLORIDA AMENDMENTS.) | | | | | | CIVIL: PROVIDE PROJECT FIRE FLOW CALCULATIONS PER NFPA | | 1 SECTION 18.4. | | | | CIVIL: ARE THE EXISTING STREETS, SIDEWALKS, STREET | | PARKING AREAS, ETC, BEING MODIFIED? | | | | SHEET C2: PROVIDE DRAWING NOTE INDICATING (PER NFPA 241 | | SECTION 8.7.2.3) WHERE UNDERGROUND WATER MAINS AND | | HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, | | COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. | | | | SHEET C2: NO NEW OR EXISTING FIRE HYDRANTS SHOWN ON | | PONCE DELEON AVENUE. | | | | SHEET C2: FIRE DEPARTMENT CONNECTION LOCATED MORE THAN | | 100 FEET FROM A FIRE HYDRANT. | | | | SHEET C2: PER NFPA 24 SECTION 6.2.1, ALL CONNECTIONS TO | | PRIVATE FIRE SERVICE MAINS FOR FIRE PROTECTION SYSTEMS | | SHALL BE ARRANGED IN ACCORDANCE WITH ONE OF THE | | FOLLOWING SO THAT THEY CAN BE ISOLATED: | | (1)A POST INDICATOR VALVE INSTALLED NOT LESS THAN 40 | | FEET FROM THE BUILDING. | | (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A POST | | INDICATOR VALVE SHALL BE PERMITTED TO BE INSTALLED | | CLOSER THAN 40 FEET BUT AT LEAST AS FAR FROM THE | | BUILDING AS THE HEIGHT OF THE WALL FACING THE POST | | INDICATOR VALVE. | | (2) A WALL POST INDICATOR VALVE | | (3) AN INDICATING VALVE IN A PIT, INSTALLED IN | | ACCORDANCE WITH SECTION 6.4 | | (4) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING | | VALVE NOT LESS THAN 40 FEET FROM THE BUILDING. | | (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A | | BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING VALVE | | SHALL BE PERMITTED TO BE INSTALLED CLOSER THAN 40 FEET | | BUT AT LEAST AS FAR FROM THE BUILDING AS THE HEIGHT OF | | THE WALL FACING THE BACKFLOW PREVENTER. | | (5) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM | | ACCESSIBLE FROM THE EXTERIOR | | (6) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE | | ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE | | AUTHORITY HAVING JURISDICTION | | | | SHEET C2: PROVIDE SEPARATE TAP AND WATER MAIN FOR FIRE | | PROTECTION SERVICES. THE CURRENT LAYOUT SHOWS A | | COMBINATION DOMESTIC/FIRE WATER LINE. | | | | ARCHITECTURAL: PROVIDE ROOM NUMBERS FOR FIRST FLOOR | | ROOMS. | | | | ARCHITECTURAL: THE PLANS SEEM TO INDICATED SEPARATED | | MIXED USE OCCUPANCIES; HOWEVER, PER SECTION 6.1.14.1.2, | | WHERE EXIT ACCESS FROM AN OCCUPANCY TRAVERSES ANOTHER | | OCCUPANCY, THE MULTIPLE OCCUPANCY SHALL BE TREATED AS A | | MIXED OCCUPANCY (NON-SEPARATED USE). | | | | | | | | | | REPEAT COMMENT - SHEET A1.00: REMOVE CODE REFERENCE | | "INTERNATIONAL FIRE CODE 2006 EDITION." | | | | SHEET A1.00: THE ASSEMBLY MULTIPURPOSE ROOM DOES NOT | | APPEAR TO BE FIGURED INTO THE OCCUPANT LOAD. | | | | SHEET A1.02: SHOW THE EXIT DISCHARGE PUBLIC WAY | | LOCATIONS. | | | | SHEET A1.02: RETAIL SPACES ARE USING AN OCCUPANT LOAD | | OF 200 SQ.FT. PER PERSON. MERCANTILE SHALL USE AN | | OCCUPANT LOAD FACTOR OF 30 SQ.FT. PER PERSON. | | | | SHEET A1.02 CLUBHOUSE EGRESS PLAN: ASSEMBLY OCCUPANCY | | DEAD END CORRIDOR GREATER THAN 20 FEET IN LENGTH | | CREATED ADJACENT TO CAFE. | | | | SHEET A1.02: SOME OF THE ASSEMBLY OCCUPANCY AREAS SUCH | | AS THE MULTIPURPOSE ROOM ARE NOT OCCUPIED WITH TABLES | | AND CHAIRS. THESE AREAS SHALL USE AN OCCUPANT LOAD | | FACTOR OTHER THAN 15 SQ.FT. PER PERSON. | | | | SHEET A1.02: POOL OCCUPANTS ARE BEING ROUTED BEHIND THE | | PARKING GARAGE. SHEET A2.00 INDICATES THERE ARE | | LANDSCAPE BUFFERS AND TRANSFORMERS AT THESE LOCATIONS. | | | | SHEET A1.02: SOME ASSEMBLY OCCUPANTS AND BUSINESS/MAIL | | CENTER OCCUPANTS SHOW EXIT ACCESS TRAVERSING THROUGH A | | STORAGE OCCUPANCY (PARKING GARAGE). | | | | SHEET A1.02: FIRE RATED WALLS DESIGNATIONS ARE NOT | | COORDINATED. SHEET A3.41 SHOWS STAIR ENCLOSURES WITH | | 3-HOUR RATINGS. | | | | SHEET A1.02: SOUTH GARAGE DOOR SWINGS AGAINST THE FLOW | | OF TRAFFIC. | | | | SHEET A1.02: COULD NOT LOCATE A DRAWING SCALE. | | | | SHEET A2.00: STAIR 2 EXIT DOOR DANGEROUSLY SWINGS OVER | | THE SIDEWALK FOR OCCUPANTS EGRESSING FROM THE POOL | | AREA. | | | | SHEET A2.00: STAIR 1 DISCHARGES INTO A CORRIDOR; | | HOWEVER, THIS SPACE INDICATES BIKE STORAGE. STORAGE IN | | THIS CORRIDOR WILL ALWAYS BE AN ISSUE THAT WILL NOT BE | | MANAGEABLE WITH JUST SIGNAGE OR SUPERVISION. ALSO | | 7.2.4.3.3 INDICATES ALL REQUIRED EXITS, OTHER THAN | | HORIZONTAL EXITS, SHALL DISCHARGE DIRECTLY TO THE | | OUTSIDE. | | | | SHEET A4.11: MAINTENANCE SHOP TO BE SEPARATED FROM | | ASSEMBLY OCCUPANCIES UTILIZING A 1-HOUR FIRE RATED | | BARRIER PER SECTION 12.3.2.1.2. | | | | GROUND FLOOR EXIT SIGNAGE: THE EXIT STRATEGY AND EXIT | | SIGN LOCATIONS NEED TO BE COORDINATED BETWEEN ARCH & | | ELEC. ROUTING INTERIOR OCCUPANTS TO THE EXTERIOR POOL | | DECK WILL NOT BE ACCEPTABLE. | | | | FIRE ALARM: THE OCCUPANT LOAD ON THE GROUND FLOOR | | ASSEMBLY AREA IS APPROACHING OR EXCEEDING 300 PERSONS. | | A THRESHOLD OF 300 PERSONS WILL REQUIRE VOICE | | EVACUATION FOR THIS LEVEL. | | | | FIRE SPRINKLER 1ST FLOOR: NO SPRINKLER PROTECTION | | PROVIDED IN MAINTENANCE SHOP AND ADJACENT CLOSET. | | | | FIRE SPRINKLER: NO SPRINKLER PROTECTION PROVIDED IN | | UPPER FLOOR TRASH ROOMS OR TRASH CHUTE. | | | | FIRE SPRINKLER: DISTANCES BETWEEN FIRE DEPARTMENT HOSE | | VALVES EXCEEDS 200 FEET PER NFPA 14. NO STANPIPE OR | | FIRE HOSE VALVES PROVIDED AT HORIZONTAL EXITS. | | | | DISCLAIMER: FBC SECTION 105.4.1 PERMIT INTENT: A PERMIT | | ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED | | WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, | | ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE | | TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT | | THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A | | CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR | | VIOLATIONS OF THIS CODE. | | | | WESLEY JOLIN | | ASSISTANT FIRE MARSHAL | | WEST PALM BEACH FIRE RESCUE | | [email protected] | | (561) 805-6730 |
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|
Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
1 |
Status |
F |
Date |
2014-12-22 |
|
|
Cont ID |
|
Sent By |
wjolin |
Date |
2014-12-22 |
Time |
15:08 |
Rev Time |
0.00 |
Received By |
wjolin |
Date |
2014-12-17 |
Time |
15:42 |
Sent To |
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|
Notes |
2014-12-17 15:57:21 | 312 23RD STREET | | PERMIT #14120431 | | REVIEW COMMENTS - FIRE DEPARTMENT | | NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY | | REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE | | (2009 EDITION WITH FLORIDA AMENDMENTS.) | | | | GENERAL: SUBMIT PLANS FOR PERMIT FOR ANY CONSTRUCTION | | TRAILERS/MODULAR BUILDINGS. STRUCTURES SHALL NOT BE | | OCCUPIED UNTIL A PERMIT HAS BEEN ISSUED AND A FIRE | | DEPARTMENT FINAL INSPECTION (#131) HAS BEEN PASSED. | | PER NFPA 241- STANDARD FOR SAFEGUARDING CONSTRUCTION, | | ALTERATION, AND DEMOLITION OPERATIONS, SECTION 4.2: | | TEMPORARY OFFICES, TRAILERS, AND OTHER FACILITIES OF | | COMBUSTIBLE CONSTRUCTION OR HOUSING COMBUSTIBLE | | CONTENTS SHALL BE SEPARATED FROM ADJACENT BUILDINGS, | | TRAILERS OR STRUCTURES IN ACCORDANCE WITH TABLE 4.2.1. | | PER TABLE 4.2.1: | | 1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM | | ADJACENT STRUCTURES BY AT LEAST 30 FEET | | 2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM | | ADJACENT STRUCTURES BY AT LEAST 35 FEET | | 3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM | | ADJACENT STRUCTURES BY AT LEAST 40 FEET | | 4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM | | ADJACENT STRUCTURES BY AT LEAST 45 FEET | | 5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM | | ADJACENT STRUCTURES BY AT LEAST 50 FEET | | 6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE | | SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET | | **A 75 PERCENT REDUCTION IN SEPARATION DISTANCES SHALL | | BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC | | SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE. | | | | GENERAL: PER NFPA 241 SECTION 4.2.2: DETACHMENT BETWEEN | | TEMPORARY STRUCTURES, ADEQUATE TEMPORARY FIXED FIRE | | PROTECTION SYSTEMS, AND PORTABLE EQUIPMENT SHALL BE | | PROVIDED AS REQUIRED BY THE AUTHORITY HAVING | | JURISDICTION. | | | | GENERAL: PROVIDE DRAWING NOTE INDICATING ALL | | CONSTRUCTION AND DEMOLITION WORK SHALL CONFORM TO THE | | REQUIREMENTS OF NFPA 241. TRASH AND CONSTRUCTION DEBRIS | | SHALL BE REMOVED FROM THE SITE DAILY. SMOKING SHALL BE | | PROHIBITED EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL | | OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO | | SMOKING" SIGNS POSTED. WHERE SMOKING IS PERMITTED, SAFE | | RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED. | | | | GENERAL: PROVIDE DRAWING NOTE INDICATING (PER NFPA 241 | | SECTION 8.7.4.2.4) PROVIDE A FIRE DEPARTMENT CONNECTION | | AND AT LEAST ONE APPROVED HOSE VALVE FOR ATTACHING FIRE | | DEPARTMENT HOSE SHALL BE PROVIDED AT EACH INTERMEDIATE | | LANDING OR FLOOR LEVEL IN THE EXIT STAIRWAY; THE | | STANDPIPES SHALL BE EXTENDED UP WITH EACH FLOOR AND | | SHALL BE SECURELY CAPPED AT THE TOP. | | | | GENERAL: PROVIDE AN EXTERIOR KEY SAFE TO ALLOW | | EMERGENCY RESPONDERS NON-FORCIBLE ENTRY INTO THE | | BUILDING DURING NON-BUSINESS HOURS. A KEY SAFE CAN BE | | ORDERED FROM WWW.KNOXBOX.COM. | | | | CIVIL: PROVIDE PROJECT FIRE FLOW CALCULATIONS PER NFPA | | 1 SECTION 18.4. | | | | CIVIL: ARE THE EXISTING STREETS, SIDEWALKS, STREET | | PARKING AREAS, ETC, BEING MODIFIED? | | | | SHEET C2: PROVIDE DRAWING NOTE INDICATING (PER NFPA 241 | | SECTION 8.7.2.3) WHERE UNDERGROUND WATER MAINS AND | | HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, | | COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. | | | | SHEET C2: NO NEW OR EXISTING FIRE HYDRANTS SHOWN ON | | PONCE DELEON AVENUE. | | | | SHEET C2: FIRE DEPARTMENT CONNECTION LOCATED MORE THAN | | 100 FEET FROM A FIRE HYDRANT. | | | | SHEET C2: PER NFPA 24 SECTION 6.2.1, ALL CONNECTIONS TO | | PRIVATE FIRE SERVICE MAINS FOR FIRE PROTECTION SYSTEMS | | SHALL BE ARRANGED IN ACCORDANCE WITH ONE OF THE | | FOLLOWING SO THAT THEY CAN BE ISOLATED: | | (1)A POST INDICATOR VALVE INSTALLED NOT LESS THAN 40 | | FEET FROM THE BUILDING. | | (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A POST | | INDICATOR VALVE SHALL BE PERMITTED TO BE INSTALLED | | CLOSER THAN 40 FEET BUT AT LEAST AS FAR FROM THE | | BUILDING AS THE HEIGHT OF THE WALL FACING THE POST | | INDICATOR VALVE. | | (2) A WALL POST INDICATOR VALVE | | (3) AN INDICATING VALVE IN A PIT, INSTALLED IN | | ACCORDANCE WITH SECTION 6.4 | | (4) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING | | VALVE NOT LESS THAN 40 FEET FROM THE BUILDING. | | (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A | | BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING VALVE | | SHALL BE PERMITTED TO BE INSTALLED CLOSER THAN 40 FEET | | BUT AT LEAST AS FAR FROM THE BUILDING AS THE HEIGHT OF | | THE WALL FACING THE BACKFLOW PREVENTER. | | (5) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM | | ACCESSIBLE FROM THE EXTERIOR | | (6) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE | | ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE | | AUTHORITY HAVING JURISDICTION | | | | SHEET C2: PROVIDE SEPARATE TAP AND WATER MAIN FOR FIRE | | PROTECTION SERVICES. THE CURRENT LAYOUT SHOWS A | | COMBINATION DOMESTIC/FIRE WATER LINE. | | | | ARCHITECTURAL: PROVIDE ROOM NUMBERS FOR FIRST FLOOR | | ROOMS. | | | | ARCHITECTURAL: THE PLANS SEEM TO INDICATED SEPARATED | | MIXED USE OCCUPANCIES; HOWEVER, PER SECTION 6.1.14.1.2, | | WHERE EXIT ACCESS FROM AN OCCUPANCY TRAVERSES ANOTHER | | OCCUPANCY, THE MULTIPLE OCCUPANCY SHALL BE TREATED AS A | | MIXED OCCUPANCY (NON-SEPARATED USE). | | | | SHEET A1.00: REMOVE CODE REFERENCE "INTERNATIONAL FIRE | | CODE 2006 EDITION." | | | | SHEET A1.00: THE ASSEMBLY MULTIPURPOSE ROOM DOES NOT | | APPEAR TO BE FIGURED INTO THE OCCUPANT LOAD. | | | | SHEET A1.02: SHOW THE EXIT DISCHARGE PUBLIC WAY | | LOCATIONS. | | | | SHEET A1.02: RETAIL SPACES ARE USING AN OCCUPANT LOAD | | OF 200 SQ.FT. PER PERSON. MERCANTILE SHALL USE AN | | OCCUPANT LOAD FACTOR OF 30 SQ.FT. PER PERSON. | | | | SHEET A1.02 CLUBHOUSE EGRESS PLAN: ASSEMBLY OCCUPANCY | | DEAD END CORRIDOR GREATER THAN 20 FEET IN LENGTH | | CREATED ADJACENT TO CAFE. | | | | SHEET A1.02: SOME OF THE ASSEMBLY OCCUPANCY AREAS SUCH | | AS THE MULTIPURPOSE ROOM ARE NOT OCCUPIED WITH TABLES | | AND CHAIRS. THESE AREAS SHALL USE AN OCCUPANT LOAD | | FACTOR OTHER THAN 15 SQ.FT. PER PERSON. | | | | SHEET A1.02: POOL OCCUPANTS ARE BEING ROUTED BEHIND THE | | PARKING GARAGE. SHEET A2.00 INDICATES THERE ARE | | LANDSCAPE BUFFERS AND TRANSFORMERS AT THESE LOCATIONS. | | | | SHEET A1.02: SOME ASSEMBLY OCCUPANTS AND BUSINESS/MAIL | | CENTER OCCUPANTS SHOW EXIT ACCESS TRAVERSING THROUGH A | | STORAGE OCCUPANCY (PARKING GARAGE). | | | | SHEET A1.02: FIRE RATED WALLS DESIGNATIONS ARE NOT | | COORDINATED. SHEET A3.41 SHOWS STAIR ENCLOSURES WITH | | 3-HOUR RATINGS. | | | | SHEET A1.02: SOUTH GARAGE DOOR SWINGS AGAINST THE FLOW | | OF TRAFFIC. | | | | SHEET A1.02: COULD NOT LOCATE A DRAWING SCALE. | | | | SHEET A2.00: STAIR 2 EXIT DOOR DANGEROUSLY SWINGS OVER | | THE SIDEWALK FOR OCCUPANTS EGRESSING FROM THE POOL | | AREA. | | | | SHEET A2.00: STAIR 1 DISCHARGES INTO A CORRIDOR; | | HOWEVER, THIS SPACE INDICATES BIKE STORAGE. STORAGE IN | | THIS CORRIDOR WILL ALWAYS BE AN ISSUE THAT WILL NOT BE | | MANAGEABLE WITH JUST SIGNAGE OR SUPERVISION. ALSO | | 7.2.4.3.3 INDICATES ALL REQUIRED EXITS, OTHER THAN | | HORIZONTAL EXITS, SHALL DISCHARGE DIRECTLY TO THE | | OUTSIDE. | | | | SHEET A4.11: MAINTENANCE SHOP TO BE SEPARATED FROM | | ASSEMBLY OCCUPANCIES UTILIZING A 1-HOUR FIRE RATED | | BARRIER PER SECTION 12.3.2.1.2. | | | | GROUND FLOOR EXIT SIGNAGE: THE EXIT STRATEGY AND EXIT | | SIGN LOCATIONS NEED TO BE COORDINATED BETWEEN ARCH & | | ELEC. ROUTING INTERIOR OCCUPANTS TO THE EXTERIOR POOL | | DECK WILL NOT BE ACCEPTABLE. | | | | FIRE ALARM: THE OCCUPANT LOAD ON THE GROUND FLOOR | | ASSEMBLY AREA IS APPROACHING OR EXCEEDING 300 PERSONS. | | A THRESHOLD OF 300 PERSONS WILL REQUIRE VOICE | | EVACUATION FOR THIS LEVEL. | | | | FIRE SPRINKLER 1ST FLOOR: NO SPRINKLER PROTECTION | | PROVIDED IN MAINTENANCE SHOP AND ADJACENT CLOSET. | | | | FIRE SPRINKLER: NO SPRINKLER PROTECTION PROVIDED IN | | UPPER FLOOR TRASH ROOMS OR TRASH CHUTE. | | | | FIRE SPRINKLER: DISTANCES BETWEEN FIRE DEPARTMENT HOSE | | VALVES EXCEEDS 200 FEET PER NFPA 14. NO STANPIPE OR | | FIRE HOSE VALVES PROVIDED AT HORIZONTAL EXITS. | | | | DISCLAIMER: FBC SECTION 105.4.1 PERMIT INTENT: A PERMIT | | ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED | | WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, | | ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE | | TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT | | THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A | | CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR | | VIOLATIONS OF THIS CODE. | | | | WESLEY JOLIN | | ASSISTANT FIRE MARSHAL | | WEST PALM BEACH FIRE RESCUE | | [email protected] | | (561) 805-6730 | | |
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Review Stop |
G |
GAS REVIEW |
Rev No |
1 |
Status |
P |
Date |
2015-06-06 |
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Cont ID |
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Sent By |
tklarge |
Date |
2015-06-06 |
Time |
08:24 |
Rev Time |
0.00 |
Received By |
tklarge |
Date |
2015-06-06 |
Time |
05:29 |
Sent To |
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Notes |
2015-06-06 08:25:28 | GAS PASSED W/PROVISO.SEE PLANS. TKL. |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
3 |
Status |
N |
Date |
2015-06-10 |
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Cont ID |
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Sent By |
lmarchan |
Date |
2015-06-10 |
Time |
10:10 |
Rev Time |
0.00 |
Received By |
lmarchan |
Date |
2015-05-11 |
Time |
10:18 |
Sent To |
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Notes |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
2 |
Status |
N |
Date |
2015-03-30 |
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Cont ID |
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Sent By |
wjolin |
Date |
2015-03-30 |
Time |
09:16 |
Rev Time |
0.00 |
Received By |
cpuell |
Date |
2015-03-02 |
Time |
09:38 |
Sent To |
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Notes |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
1 |
Status |
N |
Date |
2015-01-31 |
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Cont ID |
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Sent By |
wjolin |
Date |
2015-01-31 |
Time |
12:05 |
Rev Time |
0.00 |
Received By |
hmoser |
Date |
2014-12-11 |
Time |
16:55 |
Sent To |
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Notes |
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Review Stop |
IMPACT |
COUNTY IMPACT FEES |
Rev No |
4 |
Status |
P |
Date |
2015-07-10 |
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Cont ID |
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Sent By |
jwitmer |
Date |
2015-07-10 |
Time |
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Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2015-07-10 |
Time |
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Sent To |
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Notes |
2015-07-10 11:19:08 | P. B. C. IMPACT FEES | | TRACKING NO. MU-2015-015482-0000 | | RECEIPT NO. 2015-0710-163 | | FEES: $531,801.93 |
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Review Stop |
IMPACT |
COUNTY IMPACT FEES |
Rev No |
3 |
Status |
F |
Date |
2015-05-28 |
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Cont ID |
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Sent By |
jwitmer |
Date |
2015-05-28 |
Time |
09:26 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2015-05-28 |
Time |
09:26 |
Sent To |
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Notes |
2015-05-28 09:26:52 | IMPACT FEES | | 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. | | |
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Review Stop |
IMPACT |
COUNTY IMPACT FEES |
Rev No |
2 |
Status |
F |
Date |
2015-03-30 |
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Cont ID |
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Sent By |
wjolin |
Date |
2015-03-30 |
Time |
06:50 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2015-03-27 |
Time |
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Sent To |
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Notes |
2015-03-30 06:50:39 | IMPACT FEES | | 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. | | |
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Review Stop |
IMPACT |
COUNTY IMPACT FEES |
Rev No |
1 |
Status |
F |
Date |
2015-01-13 |
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Cont ID |
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Sent By |
wjolin |
Date |
2015-01-13 |
Time |
07:31 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2015-01-13 |
Time |
07:31 |
Sent To |
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Notes |
2015-01-13 07:31:45 | 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. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
4 |
Status |
P |
Date |
2015-06-12 |
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Cont ID |
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Sent By |
ccole |
Date |
2015-06-12 |
Time |
12:48 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2015-06-12 |
Time |
12:48 |
Sent To |
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Notes |
2015-06-12 12:56:29 | MECHANICAL PROVIOS: | | | | 1) SHEET M1.02 & M4.00: REVISION REQUIRED TO PROVIDE | | VENTILATION CALCULATIONS FOR THE CORRIDOR AND ELEVATOR | | LOBBY ON THE SOUTH END OF THE BUILDING, AND SHOW A | | MEANS OF VENTILATION ON THE PLAN.- TABLE 403..3 FMC-10 | | 2) M4.01: REVISION REQUIRED TO PROVIDE A VESTIBULE FOR | | THE MAINTENANCE ROOM PER SECTION 305.3.2 FBC-10 FUEL | | GAS, OR SUBMIT SPECS FOR THE HEATER SHOWING COMPLIANCE | | WITH SECTION 305.3.2 (EXCEPTION) FBC-10 FUEL GAS. | | 3) M4.01: THE L1 INTAKE OPENING, AND THE COMBUSTION AIR | | INTAKE FOR THE POOL HEATER MUST BE RELOCATED A MINIMUM | | 10' AWAY FROM THE PARKING AREA PER SECTION 401.4.1 | | FMC-10 MECH. | | 4) M4.02: THE DUCT SMOKE DETECTORS SHALL BE CONNECTED | | TO THE FIRE ALARM SYSTEM- SECTIONS 606.4 AND 606.4.1 | | FMC-10 MECH: PLEASE PROVIDE THE CORRECT NUMBER LABELS | | ON THE SHAFT DETAIL FOR RTU'S 2,3, & 4. | | 6) AC LOAD CALCULATIONS REVISONS: A) SUBMIT CALCS FOR | | RTU #1-5. B) THE FITNESS CENTER IS CALCULATED AT | | APPROXIMATELY 3-TON COOLING, HOWEVER THE EQUIPMENT | | SCHEDULE IS INDICATING A 5-TON SYSTEM- SHEET M1.02. | | 7) ENERGY CALCULATION REVISIONSS: A) AHU-6 IS LISTED AT | | 34.4 BTUH IN THE CALCS AND 57.5 IN THE SCHEDULE. B) | | AHU-4 IS LISTED AS 57.5 IN THE CALCS AND 23.4 IN THE | | SCHEDULE. C) AHU-4A NOT IN THE CALCS. | | | | CHRISTOPHER COLE | | MECHANICAL PLANS EXAMINER | | 561-805-6719 | | [email protected] | | | | |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
3 |
Status |
F |
Date |
2015-06-10 |
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Cont ID |
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Sent By |
ccole |
Date |
2015-06-10 |
Time |
08:13 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2015-06-09 |
Time |
08:13 |
Sent To |
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Notes |
2015-06-10 08:46:11 | 3RD REVIEW: FBC 2010 MECHANICAL | | | | 1) SHEET M1.02 & M4.00: PROVIDE VENTILATION | | CALCULATIONS FOR THE CORRIDOR AND ELEVATOR LOBBY ON THE | | SOUTH END OF THE BUILDING, AND SHOW A MEANS ON THE | | PLAN.- TABLE 403..3 FMC-10 | | 2) M4.01: PROVIDE A VESTIBULE FOR THE MAINTENANCE ROOM | | PER SECTION 305.3.2 FBC-10 FUEL GAS, OR SUBMIT SPECS | | FOR THE HEATER SHOWING COMPLIANCE WITH SECTION 305.3.2 | | (EXCEPTION) FBC-10 FUEL GAS. | | 3) M4.01: THE L1 INTAKE OPENING, AND THE COMBUSTION AIR | | INTAKE FOR THE POOL HEATER MUST BE RELOCATED A MINIMUM | | 10' AWAY FROM THE PARKING AREA PER SECTION 401.4.1 | | FMC-10 MECH. | | 4) M4.02: INDICATE CONTROLS OPERATION AND SUPERVISION | | FOR THE RTU DUCT SMOKE DETECTORS- SECTIONS 606.4 AND | | 606.4.1 FMC-10 MECH: NOTE THEY ARE NOT SHOWN IN THE FA | | SYSTEM RISER- SEE SHEET E-5.03. PLEASE PROVIDE THE | | CORRECT NUMBER LABELS ON THE SHAFT DETAIL FOR RTU'S | | 2,3, & 4. | | 5) M4.04 & M4.05: THE LOCATION OF THE ROOF HATCH IS NOT | | SHOWN. PLEASE SUBMIT A FL. PRODUCT APPROVAL OR | | MIAMI-DADE NOA FOR THE UNIT, AND PROVIDE DETAILS FOR | | THE ROOF LADDER SHOWN ON SHEET A5.00. | | 6) AC LOAD CALCULATIONS: A) CALCULATIONS FOR RTU'S 1-5 | | NOT SUBMITTED. B) THE FITNESS CENTER IS CALCULATED AT | | APPROXIMATELY 3-TON COOLING, HOWEVER THE EQUIPMENT | | SCHEDULE IS INDICATING A 5-TON SYSTEM- SHEET M1.02. | | 7) ENERGY CALCULATIONS: A) AHU-6 IS LISTED AT 34.4 BTUH | | IN THE CALCS AND 57.5 IN THE SCHEDULE. B) AHU-4 IS | | LISTED AS 57.5 IN THE CALCS AND 23.4 IN THE SCHEDULE. | | C) AHU-4A NOT IN THE CALCS. | | 8) PLEASE PROVIDE AN EQUIPMENT SCHEDULE FOR THE FIRE | | DAMPERS AND FIRE/SMOKE DAMPERS: INCLUDE MAKES AND | | MODELS, FIRE-RESISTANCE RATINGS. SUBMIT SPECS AND | | PROVIDE TYPICAL INSTALLATION DETAILS ON THE PLAN. | | | | CHRISTOPHER COLE | | MECHANICAL PLANS EXAMINER | | 561-805-6719 | | [email protected] | | | | |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
2 |
Status |
F |
Date |
2015-03-28 |
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Cont ID |
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Sent By |
wjolin |
Date |
2015-03-28 |
Time |
12:30 |
Rev Time |
0.00 |
Received By |
hmoser |
Date |
2015-03-24 |
Time |
12:51 |
Sent To |
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Notes |
2015-03-28 12:29:58 | PLAN DENIED | | 1) REFER TO SECTION 503.2.5.4 SHUTOFF DAMPER | | CONTROLS.2010 | | FLORIDA ENERGY CODE | | 2) PROVIDE MANUFACTURE INSTALLATION INSTRUCTIONS FOR | | AIR CONDITIONING EQUIPMENT PER SECTION 304.1 2010 | | FBC (M) | | 3) REFER TO SECTION 606.2.2 COMMON SUPPLY AND | | RETURN AIR 2010 FBC (M) | | 4) MARK RETURN AIR SIZE ON PLANS FOR BALANCED | | RETURN AIR. PER SECTION 107 FBC 2010 | | 5) PROVIDE MORE INFORMATION ON MULTI PURPOSE ROOM ON | | THE | | MECHANICAL PLAN. WHAT IS THE ROOM FOR ? PAGE A 411 | | SHOWS | | POOL GAS HEATERS. | | 6) REFER TO SECTION 602.2.1 MATERIALS WITHIN PLENUM'S | | 2010 FBC (M) | | 7) REFER TO SECTION 602.1 GENERAL 2010 FBC (M) | | AND DEFINITIONS UNDER FIRE AREA 902 FBC 2010 | | 8) REFER TO SECTION 607.3.3.3 COMBINATION FIRE | | SMOKE DAMPER 2010 FBC (M) | | 9) REFER TO SECTION 306.5 EQUIPMENT AND APPLIANCES ON | | ROOFS OR ELEVATED STRUCTURES 2010 FBC (M) | | 10) REFER TO SECTION 1509.7 MECHANICAL UNITS 2010 FBC | | 11) REFER TO TABLE 1509.7 CLEARANCES BELOW RAISED ROOF | | MOUNTED | | MECHANICAL UNITS 2010 FBC | | | | PLAN REVIEW BY HAROLD MOSER | | [email protected] | | OFFICE 561-805-6732 | | FAX 561-805-6676 |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
1 |
Status |
F |
Date |
2015-01-31 |
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Cont ID |
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Sent By |
wjolin |
Date |
2015-01-31 |
Time |
12:05 |
Rev Time |
0.00 |
Received By |
hmoser |
Date |
2015-01-31 |
Time |
09:40 |
Sent To |
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Notes |
2015-01-31 12:05:00 | PLAN DENIED | | 1) PROVIDE INFORMATION ON THE WALL CAP DETAIL | | WHAT IT IS MADE OF AND NOA ON LOUVER. PER SECTION 304.1 | | GENERAL BC (M) 2010 | | 2) REFER TO SECTION 503.2.5.4 SHUTOFF DAMPER CONTROLS | | FOR BOTH EXHAUST AND OUTDOOR AIR FLORIDA ENERGY CODE | | 2010 | | 3) REFER TO SECTION 602.2.1 MATERIALS WITHIN PLENUM'S | | INCLUDING DOORS AND WATER METERS IF USED 2010 FBC (M) | | 4) REFER TO SECTION 601.4. PROVIDE RETURN AIR SIZE ON | | PLAN | | 2010 FBC (M) | | 5) REFER TO SECTION 501.2 EXHAUST DISCHARGE 2010 FBC | | (M) | | 6) REFER TO SECTION 404 ENCLOSED PARKING GARAGES 2010 | | FBC (M) | | 7) STORAGE ROOM IN GARAGE REQUIRES A INDEPENDENT | | EXHAUST | | SYSTEM. PER SECTION 510.4 FBC (M) 2010 | | 8) SHOW EXHAUST FOR POOL PUMP ROOM ON PLAN | | REFER TO SECTION 401.4.1 INTAKE OPENING AND 501.2.1 | | LOCATION OF | | EXHAUST 2010 FBC (M) | | 9) REFER TO SECTION 607.5.5 SHAFT INCLOSURE'S | | 10) REFER TO SECTION 304.1 GENERAL FOR FIRE DAMPERS, | | CLOTHES DRYERS | | AND RTU AT FIRST INSPECTION.2010 FBC (M) | | 11) PROVIDE A LISTED DETAIL FOR FIRE STOPPING OF FREON | | LINES | | PER SECTION 107 FBC 2010 | | 12) REFER TO SECTION 606.2.1 SUPPLY AIR SYSTEM, | | 606.3 INSTALLATION AND 606.4.1 SUPERVISION | | 2010 FBC (M) | | 13) PROVIDE A DETAIL FROM THE ENGINEER ON RTU CURB | | TO ROOF TIEDOWN SHOWING TYPE AND SIZE OF ANCHORS USED | | PER SECTION 301.12 WIND RESISTANCE 2010 FBC (M) | | | | PLAN REVIEW BY HAROLD MOSER | | [email protected] | | OFFICE 561-805-6732 | | FAX 56+1-805-6676 |
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Review Stop |
P |
PLUMBING |
Rev No |
3 |
Status |
P |
Date |
2015-06-06 |
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Cont ID |
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Sent By |
tklarge |
Date |
2015-06-06 |
Time |
06:30 |
Rev Time |
0.00 |
Received By |
tklarge |
Date |
2015-06-06 |
Time |
02:34 |
Sent To |
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Notes |
2015-06-06 08:26:10 | PLUMBING PASSED W/ PROVISOS. SEE PLANS.TKL. |
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Review Stop |
P |
PLUMBING |
Rev No |
2 |
Status |
F |
Date |
2015-03-28 |
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Cont ID |
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Sent By |
wjolin |
Date |
2015-03-28 |
Time |
09:49 |
Rev Time |
0.00 |
Received By |
tklarge |
Date |
2015-03-26 |
Time |
06:41 |
Sent To |
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|
Notes |
2015-03-28 04:57:39 | 1) SHT.A1.00 - THERE IS STILL A CONFLICT WITH THE | | ACCESSIBILITY NOTES. THE PLAN STILL STATES"ALL GROUND | | FLOOR UNITS TO BE ADAPTABLE UNITS." DELETE THIS NOTE | | AND ANY REFERENCE TO CHAPTER 11 AS ALL THE UNITS MUST | | BE ADAPTABLE PER THE FHA. REFER TO PREVIOUS PLAN REVIEW | | COMMENT DATED 12/10/14. | | 2) SHT.A1.04 - THERE IS STILL A REFERENCE TO A 2007 | | CODE FOR HOUSING ACCESSIBILITY. CLARIFY. | | 3) SHT. A1.04 - GRAB BAR REINFORCING LOCATIONS - THE | | HEIGHT OF THE BACKING FOR THE SHOWER BACK AND SIDE | | WALLS - THE HEIGHT OF THE BACKING SHALL BE 32 INCHES | | MAXIMUM TO THE BOTTOM OF THE BACKING WITH A 6 INCH | | MAXIMUM WIDTH FOR THE SUPPORT WHICH WOULD BE A MINIMUM | | OF 38 INCHES TO THE TOP OF THE BACKING. THE DETAIL | | SHOWS 38 INCHES MINIMUM TO THE BOTTOM. | | 4) SHT. A 4.11 - SHOWS THE POOL HEATER WITH AN 8" X 8" | | EXHAUST AND REFERS TO MEP DWGS. THERE IS NO DETAIL FOR | | THIS EXHAUST. SUBMIT A SECTION DETAIL FOR THE POOL | | HEATER EXHAUST SHOWING THE HEIGHT ABOVE THE ROOF, THE | | TYPE OF VENT, LOCATION ON THE ROOF, VENT MATERIAL & | | LOCATION IN RELATION TO BUILDING OPENINGS. COMPLY WITH | | THE 201 FLORIDA FUEL GAS CODE SECS. 502, 503. | | 5) SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR THE POOL | | HEATER. COMPLY WITH 2010 FGC SEC.304. | | 6) SHT. P1.00 - NOTE 1.9 READS "ALL GAS PIPING TO BE | | SCH. 40 W/SCREWED FITTINGS & SHT. P4.06 NOTES WELDED | | PIPE. CLARIFY. | | 7) SHT. P1.01 - PLUMBING EQUIPMENT SCHEDULE FOR | | APARTMENTS SHOWS THE MINIMUM EF FOR WATER HEATERS IN | | APARTMENTS TO BE .93 BUT TABLE 504.2 OF THE 2010 FL. | | ENERGY CODE APPEARS TO REQUIRE A MIN. OF .97. | | 8) SHT. P1.01 - PLUMBING FIXTURE SCHEDULE FOR | | APARTMENTS AND THE COMMON AREAS NOTES THE MINIMUM SIZE | | TRAP FOR KITCHEN SINKS AND SINKS S-1 & S-2 AS 1 1/4". | | THE MINIMUM SIZE TRAP SHALL BE 1 1/2 " PER TABLE 709.1 | | OF THE 2010 FPC. | | 9) DWELLING UNIT SHEETS P3.00-3.05 - THE WATER LINE | | DIRECTLY SUPPLYING THE WATER HEATER SHALL BE EQUIPPED | | WITH A FULL OPEN VALE PER THE 2010 FPC SEC. 606.1 (8). | | THIS IS IN ADDITIONAL TO THE SHUTOFF VALVE AT THE | | SUB-METER. | | 10) SHTS. P4.00 & P4.01 - SUPLLY MATCH LINES ON THE | | PLANS. IT IS DIFFICULT TO DETERMINE WHERE THE PIPNG | | STARTS AND BEGINS FROM ONE PAGE TO THE NEXT. WPB AMEND. | | TO 2010 FBC SEC. 107.2.1. | | 11) SHT. P4.01 - SUBMIT A GAS PIPING RISER FOR THE GAS | | LINE TO THE POOL HEATER. SUBMIT MANUF. SPECIFICATIONS | | FOR THE POOL HEATER. THE POOL HEATER SHALL BE LISTED | | AND LABELED PER THE 2010 FL. FUEL GAS CODE SEC. | | 301.3.SHOW THE PSI OF THE GAS SYSTEM, THE TYPE OF PIPE | | MATERIAL, THE TOTAL DISTANCE FROM THE GAS METER TO THE | | POOL HEATER, THE LENGTH DIMENSIONS OF ALL SECTIONS OF | | PIPE, AND THE LOCATION OF ALL PRESSURE REGULATORS. | | REGULATORS LOCATED OUTDOORS SHALL BE APPROVED FOR | | OUTDOOR INSTALLATION. 2010 FGC SEC.410.1. | | 12) SHT. P4.01 - CLEARLY SHOW THE LOCATION OF THE POOL | | HEATER ON THE PLANS. THE POLL HEATER SHALL COMPLY W/ | | THE 2010 FGC SEC.305.3.2. | | 13) SHT. P4.02 & 4.03 - PROVIDE A MATCH LINE ON THE | | DRAWINGS FOR THE UNDERGROUND SANITARY COLLECTION | | SYSTEM. IT IS DIFFICULT TO DETERMINE WHERE THE PLUMBING | | SYSTEM CONTINUES FROM ONE SHEET TO THE NEXT. WPB AMEND. | | TO 2010 FBC SEC. 107.2.1. | | 14)SHT.P4.03 - THE LAYOUT OF THE UNDERGROUND SANITARY | | COLLECTION SYSTEM ON THE PLAN VIEW DOES NOT CORRELATE | | WITH THE SANITARY RISER DIAGRAM ON P4.09 IN SEVERAL | | AREAS.ONE AREA IS THE LINE RUNNING TOWARDS THE MAIL | | CENTER & ELEVATOR #1. CHECK ALL SECTIONS OF THE PLAN | | VIEW & THE RISER DIAGRAM TO ENSURE THEY CORRELATE WITH | | EACH OTHER. WPB AMEND. TO 2010 FBC SEC. 107.2.1 | | 15) SHT. P4.06 & 4.07 - PROVIDE MATCH LINES ON THE | | PLANS. IT IS DIFFICULT TO DETERMINE WHERE THE PLUMBING | | SYSTEM CONTINUES FROM ONE SHEET TO THE NEXT. WPB AMEND. | | TO 2010 FBC SEC. 107.2.1. | | 16) P4.00 - PROVIDE A SANITARY RISER DIAGRAM FOR THE | | SANITARY PIPING FOR THE SECOND FLOOR PLUMBING TO | | CORRELATE WITH SHT. P4.09 AND CLEARLY IDENTIFY THE | | RISERS ON SHT. P4.09 BY THE APPLICABLE RISER NUMBER. | | CURRENTLY THERE ARE ONLY NOTE REFERENCE NUMBERS ON THE | | RISERS WHICH IS CONFUSING AND UNCLEAR AS TO WHERE THE | | RISERS CONNECT.WPB AMEND. TO 2010 FBC SEC. 107.3.5.1.3. | | 17) SHT. P4.06 - INDICATE THE SPECIFIC STRUCTURAL | | DRAWING NUMBERA FOR THE LOCATION OF THE GAS MAIN STAND | | & GAS MAIN PIPE STAND ANCHORING. THE STANDS SHALL BE | | DESIGNED FOR A 170 MPH WIND LOAD AS REQD. PER THE 2010 | | FBC SEC.1609. | | 18) SHTS. P 4.06 & P4.07- IDENTIFY THE GAS METERS ON | | THE ROOF. ONE GROUP CAN BE IDENTIFIED AND LABELED | | "TYPICAL". AS DRAWN, THE GAS PIPING APPEARS TO ALSO | | CONNECT TO SOME OF THE CONDENSING UNITS .CLARIFY. WPB | | AMEND. TO 2010 FBC SEC. 107.2.1. | | 19) SUBMIT A TYPICAL DETAIL OF THE PIPNG FROM THE METER | | TO THE PIPE CHASE AND THE SUPPORT DETAIL FOR THIS | | PIPING.WPB AMEND. TO 2010 FBC SEC. 107.2.1. | | 20) PLEASE SUBMIT DOCUMENTATION FROM THE GAS PURVEYOR | | APPROVING THE LOCATION OF THE METERS ON THE ROOF. WPB | | AMEND. TO 2010 FBC SEC.107.2.1. | | 21) MULTIPLE METER INSTALLATIONS SHALL BE MARKED FOR | | IDENTIFICATION PURPOSES PER THE 2010 FGC SEC.401.7. | | 22) GAS PIPING SHALL BE IDENTIFIED PER THE 201 FGC | | SEC.401.5. | | 23) SUPPLY A WATER PIPING DETAIL FOR THE WATER MAIN | | CONNECTION TO THE DOMESTIC WATER PUMP..WPB AMEND. TO | | 2010 FBC SEC. 107.2.1. | | 24) SHT. P4.09 - INDICATE THE DRAINAGE FIXTURE UNIT | | LOAD AT THE DIFFERENT SECTIONS OF THE UNDERGROUND | | SANITARY COLLECTION SYSTEM TO ENSURE COMPLIANCE WITH | | TABLE 710.1 (1) OF THE 2010 FPC. | | 25) SHT. C2 - THE WATER MATER MAIN APPEARS TO ENTER THE | | PUMP ROOM THROUGH STAIRWELL # 2. CLARIFY. COMPLY WITH | | 2010 FBC SEC.1022.4. | | 26) SHT. C3 - INDICATE THE SQUARE FOOTAGE OF ROOF | | DRAINAGE COLLECTED BY EACH UNDERGROUND STORM DRAIN TO | | ENSURE COMPLIANCE WITH FPC TABLE 1106.3. | | 27) CARBON MONOXIDE DETECTORS ARE REQUIRED IN AREAS AS | | MANDATED BY 2010 FBC SEC. 916 DUE TO THE LOCATION OF | | THE GAS POOL HEATER. | | 28) SUBMIT COMBUSTION AIR CALCULATIONS FOR THE GAS | | RANGE AND GAS DRYER.2010 FGC SEC.304.1. | | 29) ROOF PLANP4.06 SHOWS THE GAS MAIN STANCIONS AND | | ATTACHMENTS TO THE A/C CONDENSER STAND. SHOW THE HEIGHT | | TO THE TOP OF THE GAS MAIN FROM THE FINISH ROOF. ACCESS | | TO EQUIPMENT (METERS) SHALL NOT REQUIRE CLIMBING OVER | | OBSTRUCTIONS GREATER THAN 30 INCHES HIGH. 2010 FGC | | SEC.306.5. | | 30) SHT. P1.01 - WATER HEATER DETAIL - REFERS TO | | PLASTIC HEATER PAN. COMBUSTIBLE MATERIAL IS NOT | | PERMITTED WITHIN A RETURN AIR PLENUM PER THE FLORIDA | | MECHANICAL CODE SEC.602.2.1. | | | | PLUMBING PLAN REVIEW | | TIM LARGE | | CHIEF PLUMBING INSPECTOR | | 561-805-6692 | | [email protected] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 20) |
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P |
PLUMBING |
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1 |
Status |
F |
Date |
2014-12-30 |
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Sent By |
wjolin |
Date |
2014-12-30 |
Time |
14:44 |
Rev Time |
0.00 |
Received By |
tklarge |
Date |
2014-12-29 |
Time |
04:12 |
Sent To |
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Notes |
2014-12-30 12:22:46 | 1) SHT.A-1.00 - ACCESSIBILITY NOTES - "NUMBER OF | | ACCESSIBLE UNITS"-PLAN NOTES - 'ALL GROUND FLOOR UNITS | | TO BE ADAPTABLE UNITS." SINCE THE BUILDING HAS AN | | ELEVATOR AND THIS MAKES ALL THE FLOORS ACCESSIBLE, ALL | | THE UNITS IN THE BUILDING SHALL BE ADAPTABLE IN | | ACCORDANCE WITH THE FEDERAL FAIR HOUSING ACT. PLEASE | | REVISE NOTE. | | 2) SHT.A-1.00 -INDEX SHEET - UNDER "OCCUPANCY | | CLASSIFICATIONS" REFERENCE IS MADE TO TABLE 3-A. I | | COULD NOT FIND THIS TABLE IN THE 2010 FL. BUILDING | | CODE. CLARIFY. | | 3) SHT.A-1.00 - UNDER OCCUPANT LOAD - I COUNT 263 | | PERSONS NOT 253. CLARIFY. | | 4) SHT.A-1.03 - THE HEIGHT OF THE GRAB BARS ABOVE THE | | FINISH FLOOR SHALL BE MEASURED TO THE TOP OF THE | | GRIPPING SURFACE, NOT TO THE CENTERLINE AS SHOWN PER | | THE 2010 FL. ACCESSIBILITY CODE SEC. 604.9. | | 5) SHT. A-1.03 - THE TOILET PAPER DISPENSER SHALL BE | | LOCATED 7-9 INCHES IN FRONT OF THE WATER CLOSET | | MEASURED TO THE CENTERLINE OF THE DISPENSER PER THE FAC | | SEC.604.7. | | 6) SHT.A-1.03 - FIG.30 - THE LAVATORY SHALL BE A MIN. | | OF 19 INCHES WIDE PER THE 2010 FAC SEC.604.8.1.6. THE | | PLAN SHOWS THE LAVATORY AS 18 INCHES WIDE. | | 7) SHT. A-1.03 - THE SIDE GRAB BARS IN THE TOILET STALL | | DETAIL ARE SHOWN AS 40". THE MINIMUM LENGTH SHALL BE | | 42" PER THE 2010 FAC SEC.604.5.1. | | 8) SHT. A-1.03 - THE CLEAR FLOOR SPACE FOR WATER | | CLOSETS IS 60 INCHES MINIMUM MEASURED PERPENDICULAR | | FROM THE SIDE WALL AND 56 INCHES MINIMUM MEASURED | | PERPENDICULAR FROM THE REAR WALL PER THE 2010 FAC | | SEC.604.3.1. FIGURE 28 DOES NOT COMPLY. | | 9) SHT. A-1.03 -SHOWS THE TOILET STALL AS BEING 6'-10" | | WIDE. THIS IS NOT WIDE ENOUGH TO MEET THE ACCESSIBILITY | | CODE. IT SHOULD BE A MINIMUM OF 85 INCHES. 86 INCHES | | ALLOWS FOR CONSTRUCTION TOLERANCES. | | 10) SHT.A1.04 REFERS TO THE 2010 FBC, THE 1998 FAIR | | HOUSING ACT, ICC/ANSI A117.1 & THE UNIFORM FEDERAL | | ACCESSIBILITY STANDARDS. WHICH DOCUMENT ARE YOU USING | | FOR THE ACCESSIBLE DESIGN OF THIS BUILDING? THE FAIR | | HOUSING ACT SHOULD BE THE GOVERNING STANDARD.DELETE THE | | DETAILS THAT DO NOT APPLY AND SUBMIT THE DETAILS FOR | | GRAB BARS, BACKING ETC. FOR THE FAIR HOUSING ACT. | | 11) SHT. A-2.00 - NOTE #1 REFERS TO CHAPT. 11 OF THE | | INTERNATIONAL BUILDING CODE FOR HANDICAP ACCESSIBILITY | | REQUIREMENTS.THE EXTERIOR SITE ELEMENTS THAT APPLY TO | | THE DWELLING UNITS SHALL COMPLY WITH THE FAIR HOUSING | | ACT AND THE NON-RESIDENTIAL ELEMENTS SHALL COMPLY WITH | | THE FL. ACCESSIBILITY CODE. | | 12) SHT. A-3.41- RESTROOMS # 1,2,3 AND THE MEN'S AND | | WOMEN'S SHOWS THE DOOR SWINGING INTO THE CLEAR FLOOR | | SPACE FOR THE LAVATORY AND WATER CLOSET. DOORS SHALL | | NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY | | FIXTURE. SEE FAC SEC.603.2.3 (2) FOR EXCEPTION. SHOW | | THE REQUIRED CLEAR FLOOR SPACE LOCATED OUTSIDE THE | | SWING OF THE DOOR. | | 13) SHT.A-3.10 - PLEASE EXPLAIN NOTE #7 WHERE IT STATES | | "ADAPTABLE UNITS SHALL BE DESIGNED AS TYPE "B" UNITS | | WITH OPTION "A" FOR TOILET AND BATHING ROOM.. | | 14) SHT. A-3.10 - GENERAL NOTE #9 - M.R. DRYWALL IS NOT | | PERMITTED IN WET AREAS PER THE 2010 FBC SEC.2509.3. | | 15) SHT.A-3.10 - DETAIL 10 - THE DOOR SWINGS INTO THE | | CLEAR FLOOR SPACE FOR THE LAVATORY. A 30 INCH BY 48 | | INCH CLEAR FLOOR SPACE IS REQUIRED OUTSIDE THE SWING OF | | THE DOOR FOR MANEUVERING SPACE PER THE FHA GUIDELINES. | | 16) SHT.A-3.21 - DETAIL 12 - THE DOOR SWINGS INTO THE | | CLEAR FLOOR SPACE FOR THE LAVATORY. A 30 INCH BY 48 | | INCH CLEAR FLOOR SPACE IS REQUIRED OUTSIDE THE SWING OF | | THE DOOR FOR MANEUVERING SPACE PER THE FHA GUIDELINES. | | 17) SHT. A-4.11 - GENERAL NOTE # 9 REFERS TO SHT. | | A-0.02 FOR ACCESSIBILITY DETAILS. THERE IS NO SUCH | | SHEET IN THE DOCUMENTS. CLARIFY. | | 18) SUBMIT A RISER DRAWING FOR THE CONDENSATE SYSTEM | | AND FOR THE PAN DRAINS AND WATER HEATER RELIEF LINES. | | WPB AMEND. TO 2010 FBC SEDC.107.2.1. | | 19) SHTS. P-3.00,P-3.01, P-3.02 - THE WASTE STACK VENT | | FOR THE KITCHEN SINKS SHALL BE 3 INCHES PER THE 2010 | | FL. PLUMBING CODE SEC.910.3. | | 20) SHTS.P-3.00, 301, 302, 303, 304 - SIZE ALL DRAINAGE | | SECTIONS OF RISER #1 FOR THE BATHROOM GROUP AND ALSO | | THE VENT FROM THE LAVATORY. | | 21) SHT. 4.00 - INDICATE THE MINIMUM CONCRETE COVER OF | | THE PIPING AT THE DETAIL AT BEAMS. | | 22) SUBMIT A COMPLETE GAS RISER DIAGRAM SHOWING THE GAS | | PSI, THE TYPE OF PIPE MATERIAL, THE TOTAL DISTANCE FROM | | THE GAS METER TO THE MOST REMOTE OUTLET, THE LENGTH | | DIMENSIONS OF ALL SECTIONS OF PIPE. WPB AMEND. TO 2010 | | FBC SEC.107.3.5.1.5. | | 23) SUBMIT A SANITARY RISER DIAGRAM FOR THE UNDERGROUND | | COLLECTION SYSTEM. WPB AMEND. TO 2010 FBC | | SEC.107.3.5.1.3. | | 24) SUBMIT CALCULATIONS FOR THE STORM DRAINAGE. | | INDICATE THE SQUARE FOOTAGE NOF THE ROOF DRAINED BY | | EACH SCUPPER AND DOWNSPOUT. SCUPPERS SHALL BE SIZED PER | | THE 2010 FPC SEC. 1106.7 AND TABLE 1106.7. DOWNSPOUTS | | SHALL BE SIZED PER 2010 FPC TABLE 1106.2 (2). | | 25) ONE HALF OF THE AREA OF ANY VERTICAL WALL THAT | | DIVERTS RAINWATER TO THE ROOF SHALL BE ADDED TO THE | | PROJECTED ROOF AREA PER 2010 FPC SEC. 1106.4. | | 26) ALL HOSE BIBBS SHALL HAVE SHUTOFF VALVES PER 2010 | | FPC SEC.606.2 (2). | | 27) THE PLUMBING PLANS HAVE A NOTE THAT STATES " REFER | | TO BUILDING PLANS FOR FIRST FLOOR PIPING." CLARIFY. | | 28) INDICATE ON THE PLANS IF THE ELEVATORS ARE OPERATED | | BY A HYDRAULIC SHAFT OR TRACTION TYPE UNITS. IF THEY | | ARE HYDRAULIC SHAFT TYPE, AN OIL/WATER SEPARATOR WILL | | BE REQUIRED FOR THE ELEVATOR SUMP PIT DISCHARGE. 2010 | | FPC SEC.1003.4. | | | | PLUMBING PLAN REVIEW | | TIM LARGE | | CHIEF PLUMBING INSPECTOR | | 561-805-6692 | | [email protected] | | | | | | | | | | | | | | | | | | | | |
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Review Stop |
R |
ROOF PLAN REVIEW |
Rev No |
1 |
Status |
N |
Date |
2015-07-10 |
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Sent By |
jwitmer |
Date |
2015-07-10 |
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jwitmer |
Date |
2015-07-10 |
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2015-07-10 11:14:24 | BUILDING PROVISO: DEFERRED SUBMITTALS. 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. | | | | 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)(D) ROOFING PRODUCTS AND ASSEMBLIES | | | | | | 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS | | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE | | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF | | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. | | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR | | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, | | SHOP DRAWINGS ETC. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] |
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SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
1 |
Status |
P |
Date |
2015-07-10 |
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Cont ID |
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Sent By |
skennedy |
Date |
2015-07-10 |
Time |
15:54 |
Rev Time |
0.00 |
Received By |
skennedy |
Date |
2015-07-10 |
Time |
12:02 |
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2015-07-10 15:54:57 | MEP DIGITALLY SIGNED. |
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THRESHOLD |
THRESHOLD INSPECTOR DOCUMENTS |
Rev No |
1 |
Status |
P |
Date |
2015-07-10 |
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jwitmer |
Date |
2015-07-10 |
Time |
11:25 |
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0.00 |
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jwitmer |
Date |
2015-07-10 |
Time |
11:25 |
Sent To |
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Notes |
2015-07-10 11:26:22 | ALL THE REQUIRED THRESHOLD INSPECTOR AGREEMENT | | DOCUMENTS ARE COMPLETE. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | |
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Z |
ZONING |
Rev No |
4 |
Status |
P |
Date |
2015-06-15 |
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Sent By |
jroach |
Date |
2015-06-15 |
Time |
09:53 |
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0.00 |
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jroach |
Date |
2015-06-15 |
Time |
09:53 |
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Notes |
2015-06-15 09:54:07 | ZONING PLAN REVIEW | | ___________________________________________ | | | | DATE OF REVIEW: 06.15.2015 | | PERMIT NO.: 14120431 | | ADDRESS: 312 23RD STREET | | CONTRACTOR/CONTACT: DANIEL PETROCCHI | | TELEPHONE NO.: 305.495.3745 | | SCOPE OF REVIEW: NEW 99-UNIT APARTMENT BUILDING. | | ___________________________________________ | | | | REVIEW STATUS: PASSED WITH PROVISOS | | ___________________________________________ | | | | THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING | | PROVISOS: | | | | 1. THE PROPOSED DEVELOPMENT IS SUBJECT TO THE ART IN | | PUBLIC PLACES REQUIREMENTS, AS OUTLINED IN CHAPTER 78 - | | ARTICLE V OF THE CITY'S CODE OF ORDINANCES. | | | | 2. SEPARATE LANDSCAPE PERMIT APPLICATION SHALL BE | | SUBMITTED. APPLICATION SHALL BE ACCOMPANIED BY A | | CERTIFIED COST ESTIMATE (MATERIALS + LABOR). | | | | 3. SEPARATE IRRIGATION PERMIT APPLICATION SHALL BE | | SUBMITTED. | | | | 4. SIGNAGE/PAVEMENT MARKING SHALL BE MODIFIED TO | | CLEARLY IDENTIFY TRAFFIC FLOW. | | | | 5. ALL IMPROVEMENTS SHOWN WITHIN THE RIGHT-OF-WAY SHALL | | BE SUBJECT TO PERMITTING BY THE CITY'S ENGINEERING & | | PUBLIC WORKS DEPARTMENT. | | | | 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE COSTS OF | | ALL OFF-SITE IMPROVEMENTS AND/OR UPGRADES NECESSARY TO | | EFFECTUATE THE PROPOSED DEVELOPMENT, INCLUDING BUT NOT | | LIMITED TO WATER MAINS, LIFT STATIONS, RIGHTS-OF-WAY, | | ETC. | | | | 7. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING | | AND MAINTAINING ALL LANDSCAPING WITHIN THE PUBLIC | | RIGHT-OF-WAY. THE DEVELOPER SHALL OBTAIN ALL PERMITS, | | AGREEMENTS, EASEMENTS, ETC. THAT MAY BE NECESSARY TO | | EFFECTUATE SUCH INSTALLATION. | | ___________________________________________ | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | ___________________________________________ | | | | QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING: | | | | JOHN P. ROACH, AICP, PRINCIPAL PLANNER | | CITY OF WEST PALM BEACH | | DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION | | 401 CLEMATIS STREET - P.O. BOX 3147 | | WEST PALM BEACH, FLORIDA 33402 | | | | P: 561.822.1448 | | F: 561.822.1460 | | | | E: [email protected] | | | | WWW.WPB.ORG | | |
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Z |
ZONING |
Rev No |
3 |
Status |
F |
Date |
2015-06-09 |
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Sent By |
jroach |
Date |
2015-06-02 |
Time |
10:25 |
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0.00 |
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jroach |
Date |
2015-06-02 |
Time |
10:25 |
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2015-06-02 11:09:21 | ZONING PLAN REVIEW | | ___________________________________________ | | | | DATE OF REVIEW: 06.02.2015 | | PERMIT NO.: 14120431 | | ADDRESS: 23RD STREET / PONCE DE LEON AVENUE | | CONTRACTOR/CONTACT: DANIEL PETROCCHI | | TELEPHONE NO.: 305.495.3745 | | SCOPE OF REVIEW: NEW 99-UNIT APARTMENT BUILDING. | | ___________________________________________ | | | | REVIEW STATUS: FAILED | | ___________________________________________ | | | | PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN | | REVIEW COMMENTS: | | | | IMPORTANT - THE PROPOSED DEVELOPMENT IS SUBJECT TO THE | | ART IN PUBLIC PLACES REQUIREMENTS, AS OULTINED IN | | CHAPTER 78 - ARTICLE V OF THE CITY'S CODE OF | | ORDINANCES. | | | | THE FOLLOWING COMMENTS WERE ISSUED PREVIOUSLY, AND | | APPEAR TO NOT HAVE BEEN FULLY ADDRESSED: | | | | 1. THE PROPOSED PLANS DIFFER FROM THAT WHICH WAS | | APPROVED BY THE CITY COMMISSION (RESOLUTION NO. | | 146-12). A MINOR DSI AMENDMENT APPLICATION SHALL BE | | SUBMITTED TO THE DEVELOPMENT SERVICES DEPARTMENT - | | PLANNING DIVISION, PRIOR TO THE ISSUANCE OF A BUILDING | | PERMIT. | | | | 2. SEPARATE LANDSCAPE PERMIT APPLICATION SHALL BE | | SUBMITTED. APPLICATION SHALL BE ACCOMPANIED BY A | | CERTIFIED COST ESTIMATE (MATERIALS + LABOR). | | | | 3. SEPARATE IRRIGATION PERMIT APPLICATION SHALL BE | | SUBMITTED. | | | | 4. SIGNAGE/PAVEMENT MARKING APPEARS THAT IT NEEDS TO BE | | MODIFIED. THIS CAN BE DONE PRIOR TO CO. | | | | THE FOLLOWING COMMENTS ARE PROVIDED FOR INFORMATIONAL | | PURPOSES ONLY: | | | | 5. ALL IMPROVEMENTS SHOWN WITHIN THE RIGHT-OF-WAY SHALL | | BE SUBJECT TO PERMITTING BY THE CITY'S ENGINEERING & | | PUBLIC WORKS DEPARTMENT. | | | | 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE COSTS OF | | ALL OFF-SITE IMPROVEMENTS AND/OR UPGRADES NECESSARY TO | | EFFECTUATE THE PROPOSED DEVELOPMENT, INCLUDING BUT NOT | | LIMITED TO WATER MAINS, LIFT STATIONS, RIGHTS-OF-WAY, | | ETC. | | | | 7. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING | | AND MAINTAINING ALL LANDSCAPING WITHIN THE PUBLIC | | RIGHT-OF-WAY. THE DEVELOPER SHALL OBTAIN ALL PERMITS, | | AGREEMENTS, EASEMENTS, ETC. THAT MAY BE NECESSARY TO | | EFFECTUATE SUCH INSTALLATION. | | | | ___________________________________________ | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | ___________________________________________ | | | | QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING: | | | | JOHN ROACH, PRINCIPAL PLANNER | | CITY OF WEST PALM BEACH | | DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION | | 401 CLEMATIS STREET - P.O. BOX 3147 | | WEST PALM BEACH, FLORIDA 33402 | | | | PHONE: 561.822.1448 | | FAX: 561.822.1460 | | | | EMAIL: [email protected] | | | | WWW.WPB.ORG | | |
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Rev No |
2 |
Status |
F |
Date |
2015-03-27 |
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wjolin |
Date |
2015-03-27 |
Time |
09:54 |
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0.00 |
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jroach |
Date |
2015-03-27 |
Time |
09:53 |
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2015-03-27 14:01:18 | ZONING PLAN REVIEW | | ___________________________________________ | | | | DATE OF REVIEW: 03.27.2015 | | PERMIT NO.: 14120431 | | ADDRESS: 23RD STREET / PONCE DE LEON AVENUE | | CONTRACTOR/CONTACT: DANIEL PETROCCHI | | TELEPHONE NO.: 305.495.3745 | | SCOPE OF REVIEW: NEW 99-UNIT APARTMENT BUILDING. | | ___________________________________________ | | | | REVIEW STATUS: FAILED | | ___________________________________________ | | | | PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN | | REVIEW COMMENTS: | | | | IMPORTANT - THE PROPOSED DEVELOPMENT IS SUBJECT TO THE | | ART IN PUBLIC PLACES REQUIREMENTS, AS OULTINED IN | | CHAPTER 78 - ARTICLE V OF THE CITY'S CODE OF | | ORDINANCES. | | | | THE FOLLOWING COMMENTS WERE ISSUED PREVIOUSLY, AND | | APPEAR TO NOT HAVE BEEN FULLY ADDRESSED: | | | | 1. THE PROPOSED PLANS DIFFER FROM THAT WHICH WAS | | APPROVED BY THE CITY COMMISSION (RESOLUTION NO. | | 146-12). A MINOR DSI AMENDMENT APPLICATION SHALL BE | | SUBMITTED TO THE DEVELOPMENT SERVICES DEPARTMENT - | | PLANNING DIVISION, PRIOR TO THE ISSUANCE OF A BUILDING | | PERMIT. | | | | 2. SEPARATE LANDSCAPE PERMIT APPLICATION SHALL BE | | SUBMITTED. APPLICATION SHALL BE ACCOMPANIED BY A | | CERTIFIED COST ESTIMATE (MATERIALS + LABOR). | | | | 3. THE SHADE/FLOWERING TREE SPACING ALONG THE EAST | | BUFFER, JUST SOUTH OF 23RD STREET, EXCEEDS THE MAXIMUM | | SPACING. | | | | 4. ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH A | | PERMANENT IRRIGATION SYSTEM PROVIDING 120% COVERAGE. | | | | 5. SEPARATE IRRIGATION PERMIT APPLICATION SHALL BE | | SUBMITTED. | | | | 6. SHEET A.001 INDICATES THAT THE CIVIL PLANS ARE | | PROVIDED "FOR REFERENCE ONLY", BUT THE NOTES ON SHEET | | A.200 INDICATE THAT THE CIVIL PLANS ARE TO BE UTILIZED | | FOR ALL PARKING, ETC. PLEASE CLARIFY. WHAT PERMIT IS | | THE PARKING AND OTHER SITE-RELATED IMPROVEMENTS BEING | | COVERED UNDER? I HAVEN'T BEEN NOTIFIED OF ANY OTHER | | PERMIT APPLICATIONS. | | | | 7. BIKE RACK DETAIL AND DIMENSIONED LAYOUT SHALL BE | | PROVIDED. BIKE RACKS SHALL ALSO BE PROVIDED AND | | AVAILABLE FOR THE RETAIL SPACES...THE ONLY LOCATION | | SHOWN ON THE PLAN APPEARS TO BE ONLY AVAILABLE TO | | RESIDENTS FOR STORAGE. RESPONSE LETTER FROM ARCHITECT | | INDICATES THAT THE DETAIL IS ON THE LANDSCAPE PLANS, | | BUT IT WAS NOT. RESPONSE LETTER FROM LANDSCAPE | | ARCHITECT INDICATES THAT THE DETAIL IS ON THE | | ARCHITECTURAL PLANS, BUT IT WAS NOT. | | | | THE FOLLOWING COMMENTS ARE NEW AND ARE THE RESULT OF | | THE REVISIONS SUBMITTED, OR WERE NOT IDENTIFIED AT THE | | TIME OF THE INITIAL PLAN REVIEW: | | | | 8. ADDITIONAL SIGNAGE/PAVEMENT MARKING APPEARS TO BE | | NEEDED TO REGULATED TRAFFIC FLOW IN THE GARAGE. I | | BELIEVE WE'VE DISCUSSED PREVIOUSLY THE ADDITION OF | | SIGNS HANGING FROM THE CEILING OF THE GARAGE, NO LEFT | | TURN SIGNS, ETC. | | | | 9. IT WAS MY UNDERSTANDING THAT A CALL BOX WAS GONIG TO | | BE INSTALLED AT THE ENTRANCE TO THE GARAGE TO PROVIDE | | ABILITY FOR GUESTS TO GAIN ACCESS AFTER THE GATES HAVE | | BEEN CLOSED. | | | | 10. AS DISCUSSED PREVIOUSLY, PLEASE PROVIDE THE | | DIMENSION OF THE BALCONY PROJECTIONS ON THE ELEVATION, | | SHOW THEM OUTLINED ON THE SITE PLAN, ETC. PLEASE NOTE | | THAT BALCONIES, INCLUDING THEIR RAILINGS, SHALL NOT | | ENCROACH MORE THAN 3 FEET INTO THE REQUIRED SETBACK. | | | | 11. THE PARKING SPACES CANNOT OVERHANG INTO THE | | REQUIRED LANDSCAPE BUFFER. THIS IS AN ISSUE WITH THE | | WESTERN-MOST ROW OF PARKING, AS WELL AS THE 2 SPACES | | ALONG THE SOUTH PROPERTY LINE. AT THOSE SPACES ADJACENT | | TO THE 4.5 LANDSCAPE BUFFER, WHEEL STOPS SHOULD BE | | INSTALLED, OR THE CURB LINE MOVED IN 2 FEET, AND THE | | SPACES SHOULD BE DESIGNATED AS "COMPACT". WITH THE | | ADDITION OF THE HANDICAP SPACE ALONG THE SOUTH PROPERTY | | LINE, THIS IS A PROBLEM BECAUSE THE AREA ONLY ALLOWS | | FOR A 16 FOOT LONG SPACE, WHICH DOES NOT MEET THE | | MINIMUM DIMENSIONS FOR A HANDICAP PARKING STALL. | | | | 12. DATA TABLE ON SHEET A2.00 INDICATES 19 COMPACT | | SPACES, BUT ONLY THREE ARE SHOWN ON THE PLAN. | | | | 13. THE LANDSCAPING ALONG THE NORTH SIDE OF THE | | BUILDING, AND AT THE NORTHEAST CORNER OF THE PROPERTY, | | CONFLICTS WITH THE PROPOSED METAL CANOPY ACROSS THE | | FIRST FLOOR. THE CANOPY WILL NEED TO BE SEGMENTED AND | | INSTALLED BETWEEN THE TREES AT THE ENTRANCES/WALKWAYS | | INTO THE RETAIL SPACES. | | | | 14. EACH COMPACT SPACE WILL NEED TO BE SIGNED/MARKED AS | | SUCH. | | | | 15. LANDSCAPING NEEDS TO BE INSTALLED IN THE NORTHWEST | | CORNER OF THE PROPERTY, AS THIS IS A REQUIRED LANDSCAPE | | BUFFER. IT IS SUGGESTED THAT THE GATE INTO THE POOL | | AREA, AND THE DOOR ON THE WEST SIDE OF THE BUILDING | | CROSS THE PROPERTY LINE AND TIE INTO THE EXISTING | | SIDEWALK ON THE ADJACENT PROPERTY. THIS WOULD REQUIRE | | AN EASEMENT FROM THE ADJACENT PROPERTY BUT WILL ALLOW | | LANDSCAPING TO BE INSTALLED ALONG THE PROPERTY LINE. | | | | 16. IT DOESN'T APPEAR TO MAKE SENSE FOR THE ALUMINUM | | FENCE TO EXTEND AS FAR EAST AS IT DOES, ON THE SOUTH | | PROPERTY LINE. THIS CREATES A 2-3 FOOT AREA BETWEEN THE | | FENCE AND THE BUILDING THAT WILL BE VERY DIFFICULT TO | | MAINTAIN, ETC. | | | | 17. IS THERE ANY WAY TO REINTRODUCE WINDOWS, ETC. INTO | | THE WEST ELEVATION? | | | | THE FOLLOWING COMMENTS ARE PROVIDED FOR INFORMATIONAL | | PURPOSES ONLY: | | | | 18. ALL IMPROVEMENTS SHOWN WITHIN THE RIGHT-OF-WAY | | SHALL BE SUBJECT TO PERMITTING BY THE CITY?S | | ENGINEERING & PUBLIC WORKS DEPARTMENT. | | | | 19. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE COSTS OF | | ALL OFF-SITE IMPROVEMENTS AND/OR UPGRADES NECESSARY TO | | EFFECTUATE THE PROPOSED DEVELOPMENT, INCLUDING BUT NOT | | LIMITED TO WATER MAINS, LIFT STATIONS, RIGHTS-OF-WAY, | | ETC. | | | | 20. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING | | AND MAINTAINING ALL LANDSCAPING WITHIN THE PUBLIC | | RIGHT-OF-WAY. THE DEVELOPER SHALL OBTAIN ALL PERMITS, | | AGREEMENTS, EASEMENTS, ETC. THAT MAY BE NECESSARY TO | | EFFECTUATE SUCH INSTALLATION. | | | | ___________________________________________ | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | ___________________________________________ | | | | QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING: | | | | JOHN ROACH, PRINCIPAL PLANNER | | CITY OF WEST PALM BEACH | | DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION | | 401 CLEMATIS STREET - P.O. BOX 3147 | | WEST PALM BEACH, FLORIDA 33402 | | | | PHONE: 561.822.1448 | | FAX: 561.822.1460 | | | | EMAIL: [email protected] | | | | WWW.WPB.ORG | | |
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Rev No |
1 |
Status |
F |
Date |
2015-01-30 |
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Sent By |
wjolin |
Date |
2015-01-30 |
Time |
10:36 |
Rev Time |
0.00 |
Received By |
jroach |
Date |
2015-01-30 |
Time |
10:36 |
Sent To |
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Notes |
2015-01-30 11:08:15 | ZONING PLAN REVIEW | | ___________________________________________ | | | | DATE OF REVIEW: 01.30.2015 | | PERMIT NO.: 14120431 | | ADDRESS: 23RD STREET / PONCE DE LEON AVENUE | | CONTRACTOR/CONTACT: DANIEL PETROCCHI | | TELEPHONE NO.: 305.495.3745 | | SCOPE OF REVIEW: NEW 99-UNIT APARTMENT BUILDING. | | ___________________________________________ | | | | REVIEW STATUS: FAILED | | ___________________________________________ | | | | PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN | | REVIEW COMMENTS: | | | | IMPORTANT - THE PROPOSED DEVELOPMENT IS SUBJECT TO THE | | ART IN PUBLIC PLACES REQUIREMENTS, AS OULTINED IN | | CHAPTER 78 - ARTICLE V OF THE CITY'S CODE OF | | ORDINANCES. | | | | 1. THE PROPOSED PLANS DIFFER FROM THAT WHICH WAS | | APPROVED BY THE CITY COMMISSION (RESOLUTION NO. | | 146-12). A MINOR DSI AMENDMENT APPLICATION SHALL BE | | SUBMITTED TO THE DEVELOPMENT SERVICES DEPARTMENT ? | | PLANNING DIVISION, PRIOR TO THE ISSUANCE OF A BUILDING | | PERMIT. | | | | 2. SEPARATE LANDSCAPE PERMIT APPLICATION SHALL BE | | SUBMITTED. APPLICATION SHALL BE ACCOMPANIED BY A | | CERTIFIED COST ESTIMATE (MATERIALS + LABOR). | | | | 3. PLEASE INCLUDE THE PARKING CALCULATIONS WITHIN THE | | SITE DATA TABLE. FOR EXAMPLE: | | | | A. 99 UNITS @ 1 SPACE/UNIT = 99 SPACES REQUIRED | | | | B. 2,959 SQ. FT. RETAIL @ 2 SPACE/1,000 SQ. FT. = 6 | | SPACES REQUIRED | | | | 4. ACCORDING TO THE OVERALL BUILDING SUMMARY, THE | | BUILDING IS 125,744 GROSS SQUARE FEET. THE PROJECT | | APPROVED BY THE CITY COMMISSION (RESOLUTION NO. 146-12) | | PROVIDED FOR 100,775 GROSS SQUARE FEET. PURSUANT TO | | SECTION 94-(F)(3)A.1. OF THE CITY?S ZONING AND LAND | | DEVELOPMENT REGULATIONS, ?AN INCREASE IN THE TOTAL | | SQUARE FOOTAGE OF ANY BUILDING BY MORE THAN FIVE | | PERCENT? SHALL REQUIRE A MAJOR DSI AMENDMENT. | | | | 5. ON-STREET PARKING SHALL BE APPROVED BY THE CITY?S | | ENGINEERING DEPARTMENT. | | | | 6. PLANS SHALL PROVIDE THE ENTIRE STREET RIGHT-OF-WAY | | WIDTH, PROPOSED LANE WIDTHS, ETC. FOR THE ENTIRE STREET | | SECTION. | | | | 7. PURSUANT TO SECTION 94-215(L)(3) OF THE CITY?S | | ZONING AND LAND DEVELOPMENT REGULATIONS, THE DESIGN OF | | NEW STREETS AND MODIFICATIONS OF EXISTING STREETS SHALL | | COMPLY WITH THE FOLLOWING: | | | | A. A MINIMUM LANDSCAPE STRIP OF FIVE FEET SHALL BE | | PROVIDED ALONG THE STREET EDGE. | | | | B. TREE GRATES A MINIMUM OF FIVE FEET BY FIVE FEET MAY | | BE UTILIZED IN PLACE OF THE REQUIRED LANDSCAPE STRIP. | | THE USE OF TREE GRATES IS APPROPRIATE WHEN ON-STREET | | PARKING IS PROVIDED. WHEN NO ON-STREET PARKING IS | | PROVIDED, LANDSCAPE STRIPS ARE PREFERRED. | | | | C. A MINIMUM SIDEWALK WIDTH OF FIVE FEET SHALL BE | | PROVIDED ADJACENT TO THE LANDSCAPED AREA. | | | | D. A MINIMUM UNOBSTRUCTED AREA OF 60 INCHES SHALL BE | | PROVIDED IN THE SIDEWALK. | | | | E. NO UTILITY POLES, FIRE HYDRANTS OR ANY OTHER | | TEMPORARY OR PERMANENT STRUCTURES SHALL BE PERMITTED | | WITHIN THE UNOBSTRUCTED AREA. | | | | F. OVERHEAD UTILITIES ARE NOT PERMITTED. EXISTING | | OVERHEAD UTILITIES SHALL BE RELOCATED UNDERGROUND. | | | | G. WHERE ON-STREET PARKING IS PROVIDED ON BOTH SIDES | | OF THE STREET, THE MINIMUM RIGHT-OF WAY WIDTH SHALL BE | | 60 FEET. | | | | H. ALL STREET LANES SHALL BE A MAXIMUM OF TEN FEET IN | | WIDTH UNLESS OTHERWISE REQUIRED BY THE CITY?S TRAFFIC | | ENGINEER. | | | | 8. PURSUANT TO FIGURE XV-2 WITHIN SECTION 94-485 OF THE | | CITY?S ZONING AND LAND DEVELOPMENT REGULATIONS, | | PARALLEL PARKING SHALL BE 8 FEET 6 INCHES IN WIDTH. | | | | 9. SHEET A.001 INDICATES THAT THE CIVIL PLANS ARE | | PROVIDE ?FOR REFERENCE ONLY?, BUT THE NOTES ON SHEET | | A.200 INDICATE THAT THE CIVIL PLANS ARE TO BE UTILIZED | | FOR ALL PARKING, ETC. PLEASE CLARIFY. | | | | 10. SHEET A.001 INDICATES THAT THE LANDSCAPE PLANS ARE | | PROVIDE ?FOR REFERENCE ONLY?, PLEASE CLARIFY. | | | | 11. PARKING STALL DETAIL SHALL CONFORM TO THE CITY?S | | MINIMUM REQUIREMENTS. CONTACT ME FOR AN ELECTRONIC | | COPY. | | | | 12. AT THE 23RD STREET ENTRANCES INTO THE RETAIL, | | LOBBY, CLUB/CAF?, ETC., WHAT ARE THE PROJECTIONS | | EXTENDING NORTHWARD FROM THE BUILDING FA?ADE ON EITHER | | SIDE OF THE ENTRIES? THE BUILDING SHOULD NOT ENCROACH | | ANY FURTHER TOWARD THE PROPERTY LINE THAN WHAT WAS | | PREVIOUSLY APPROVED. | | | | 13. ALL LANDSCAPE AREAS SHALL BE PROTECTED FROM | | VEHICULAR ENCROACHMENT BY TYPE D CURING OR WHEEL STOPS. | | | | 14. WHEEL STOPS SHOULD BE PROVIDED FOR THOSE PARKING | | SPACES THAT ARE ALONG THE EAST SIDE OF THE BUILDING TO | | PREVENT CARS FROM HITTING THE WALL OF THE GARAGE. | | | | 15. THOSE SPACES THAT ARE ONLY 16 FEET IN LENGTH SHALL | | BE DESIGNATED AS ?COMPACT?. PURSUANT TO SECTION | | 94-485(N)(1) OF THE CITY?S ZONING AND LAND DEVELOPMENT | | REGULATIONS, NOT MORE THAN 30 PERCENT OF THE REQUIRED | | SPACES MAY BE DESIGNATED AS COMPACT. | | | | 16. THE LANDSCAPE BUFFER ALONG THE WEST PROPERTY LINE, | | ADJACENT TO THE PARKING, SHOULD BE A MINIMUM OF 4 FEET | | 6 INCHES, AS APPROVED BY THE ZONING BOARD OF APPEALS. | | THE DASHED LINE IS ONLY 3 FEET IN MANY PLACES. | | | | 17. PURSUANT TO SECTION 94-443(C)(3) OF THE CITY?S | | ZONING AND LAND DEVELOPMENT REGULATIONS, ALL PARKING | | ROWS SHALL BE TERMINATED BY A LANDSCAPE ISLAND OF AT | | LEAST 5 FEET IN WIDTH AND SHALL CONTAIN A | | SHADE/FLOWERING TREE. | | | | 18. PLEASE CLARIFY THE SHADED AREAS ON THE ELEVATION | | THAT ARE TO BE THE VEHICULAR ENTRANCE INTO THE PARKING? | | THIS WAS TO BE OPEN ACCESS. | | | | 19. THE ELEVATIONS APPROVED BY THE CITY COMMISSION HAD | | WINDOWS AND OTHER ARCHITECTURAL TREATMENTS ON THE SOUTH | | FA?ADE. IT APPEARS THAT ALL OF THAT HAS BEEN REMOVED, | | PLEASE EXPLAIN. | | | | 20. PLEASE CONFIRM THAT THE ENTIRE BUILDING (WITH THE | | EXCEPTION OF THE METAL AWNINGS) IS STUCCO, OR ARE | | ADDITIONAL BUILDING MATERIALS PROPOSED ON THE FA?ADE? | | IF SO, ADDITIONAL DETAIL NEEDS TO BE PROVIDED ON THE | | ELEVATIONS. THERE ARE SOME AREAS THAT ARE LABELED | | ?METAL PANEL?, BUT IT IS UNCLEAR AS TO THE EXTENT OF | | THIS IS. | | | | 21. PLEASE PROVIDE THE PERCENTAGE OF GLAZING PROVIDED | | FOR EACH FA?ADE. THE PERCENTAGE OF GLAZING SHALL BE | | 25-45% OF EACH FA?ADE AREA. | | | | 22. PLEASE PROVIDE THE PERCENTAGE OF GLAZING ON THE | | GROUND FLOOR ALONG 23RD STREET. BETWEEN 2 AND 8 FEET IN | | HEIGHT THERE SHALL BE A MINIMUM OF 70 PERCENT GLAZING. | | | | 23. IT IS STRONGLY RECOMMENDED THAT THE GLAZING FOR THE | | STOREFRONTS (ALONG 23RD STREET) NOT EXTEND ALL THE WAY | | TO THE FINISHED FLOOR, AND THAT AN APPROXIMATELY 2 FOOT | | ?KICK PLATE? BE PROVIDED. | | | | 24. ALL WINDOWS (EXCEPT STOREFRONTS) SHALL BE OPERABLE. | | ACCORDING TO THE WINDOW SCHEDULE, ONE WINDOW TYPE HAS | | BEEN IDENTIFIED AS INOPERABLE. | | | | 25. WINDOW OPENINGS SHALL BE A MINIMUM OF 2 FEET FROM | | THE BUILDING CORNERS. IT APPEARS THAT THE STOREFRONT | | WINDOW IN THE FITNESS ROOM DOES NOT MEET THIS | | PROVISION. | | | | 26. OPENINGS IN UPPER STORIES SHALL BE CENTERED | | DIRECTLY ABOVE OPENINGS IN THE FIRST STORY. THERE MAY | | NEED TO BE ADJUSTMENTS TO THE STOREFRONT WINDOWS TO | | PROVIDE THIS ALIGNMENT. | | | | 27. PHOTOMETRIC LEVELS SHALL NOT EXCEED 0.5 FOOTCANDLES | | WHEN MEASURED AT THE PROPERTY LINE. | | | | 28. THE SITE PLAN SHALL INDICATE THE LOCATION OF | | ADJACENT BUILDINGS AND INDICATE THE SEPARATION FROM | | EXISTING STRUCTURES AND THE PROPOSED STRUCTURE. THERE | | SHALL BE AT LEAST 10 FEET OF SEPARATION. | | | | 29. ALL UTILITY LINES SHALL BE LOCATED UNDERGROUND. | | | | 30. REQUIRED LANDSCAPE BUFFER SHALL BE PROVIDED ALONG | | THE SOUTH PROPERTY LINE, SOUTH OF THE POOL. | | | | 31. ALL IMPROVEMENTS SHOWN WITHIN THE RIGHT-OF-WAY | | SHALL BE SUBJECT TO PERMITTING BY THE CITY?S | | ENGINEERING & PUBLIC WORKS DEPARTMENT. | | | | 32. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE COSTS OF | | ALL OFF-SITE IMPROVEMENTS AND/OR UPGRADES NECESSARY TO | | EFFECTUATE THE PROPOSED DEVELOPMENT, INCLUDING BUT NOT | | LIMITED TO WATER MAINS, LIFT STATIONS, RIGHTS-OF-WAY, | | ETC. | | | | 33. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING | | AND MAINTAINING ALL LANDSCAPING WITHIN THE PUBLIC | | RIGHT-OF-WAY. THE DEVELOPER SHALL OBTAIN ALL PERMITS, | | AGREEMENTS, EASEMENTS, ETC. THAT MAY BE NECESSARY TO | | EFFECTUATE SUCH INSTALLATION. | | | | 34. STREET TREES SHALL BE PROVIDED AND SHALL BE SPACED | | AT A MAXIMUM OF 30 FEET ON CENTER. | | | | 35. BIKE RACK DETAIL AND DIMENSIONED LAYOUT SHALL BE | | PROVIDED. PLEASE CONTACT ME FOR ACCEPTABLE TYPES OF | | BIKE RACKS. | | | | 36. FENCE DETAIL SHALL BE PROVIDED. | | | | 37. LANDSCAPE PLANS DO NOT SHOW THE PROPOSED ON-STREET | | PARKING, ISLANDS, ETC. | | | | 38. ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH A | | PERMANENT IRRIGATION SYSTEM PROVIDING 120% COVERAGE. | | | | 39. SEPARATE IRRIGATION PERMIT APPLICATION SHALL BE | | SUBMITTED. | | | | 40. AREAS WITHIN THE ADJACENT RIGHT-OF-WAY SHALL BE | | IRRIGATED. | | | | 41. THE SHADE/FLOWERING TREE SPACING ALONG THE EAST | | BUFFER, JUST SOUTH OF 23RD STREET, EXCEEDS THE MAXIMUM | | SPACING. | | | | 42. ELEVATION INFORMATION SHALL BE PROVIDED FOR THE | | SIDEWALK/DRIVEWAY AREA?THERE SHOULD BE NO CHANGE IN | | ELEVATION WHERE THE SIDEWALK CROSSES THE DRIVEWAY. | | | | 43. AS RETAIL SPACE IS BEING PROVIDED, A LOADING SPACE | | SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 94-485(P) | | OF THE CITY?S ZONING AND LAND DEVELOPMENT REGULATIONS. | | ___________________________________________ | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | ___________________________________________ | | | | QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING: | | | | JOHN ROACH, PRINCIPAL PLANNER | | CITY OF WEST PALM BEACH | | DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION | | 401 CLEMATIS STREET - P.O. BOX 3147 | | WEST PALM BEACH, FLORIDA 33402 | | | | PHONE: 561.822.1448 | | FAX: 561.822.1460 | | | | EMAIL: [email protected] | | | | WWW.WPB.ORG | | |
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