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Plan Review Details - Permit 17080793
Plan Review Stops For Permit 17080793 |
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
3 |
Status |
P |
Date |
2017-10-20 |
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Cont ID |
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Sent By |
jwitmer |
Date |
2017-10-20 |
Time |
15:06 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2017-10-20 |
Time |
11:58 |
Sent To |
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Notes |
2017-10-20 15:06:35 | 2014 FBC- BUILDING PLAN REVIEW | | W. P. B. PERMIT: 17080793 | | ADD: 329 CLEMATIS ST. SUITE: B | | CONT: DURHAM BROTHERS | | TEL: 561-662-0736 | | E-MAIL: [email protected] | | | | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | ADMINISTRATION | | | | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. | | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND | | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE | | FLORIDA BUILDING CODE, BUILDING. | | | | 2ND REVIEW | | DATE: FRI. OCT. 20/ 2017 | | ACTION: BUILDING PROVIO | | | | 1) PROVISO/ DEFERRED SUBMITTAL: 2014 FBC-B 1609.1.2 | | PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & | | CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, | | ADMINISTRATIVE CODE 61G20-3.005, 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 & MULLIONS | | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL | | LOUVERS, EFIS SYSTEMS, | | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP | | VENTILATORS | | (G) PRE-ENGINEERED A/C STANDS | | | | 2) PROVISO/ DEFERRED SUBMITTAL: IDENTIFY GLAZING/ | | MULLIONS. PLEASE IDENTIFY ON THE PRODUCT APPROVAL | | BEFORE SUBMITTING TO DESIGNER OF RECORD AND BEFORE | | SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS | | WITH GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & | | HEIGHT, TYPE OF GLAZING, MULLION INFORMATION IF | | REQUIRED, ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH | | OPENING SIZE. 2014 FBC-B 1405.13.1 INSTALLATION. | | WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH | | APPROVED MANUFACTURERS INSTRUCTIONS. FASTENER SIZE AND | | SPACING SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND | | SHALL BE CALCULATED BASED ON MAXIMUM LOADS AND SPACING | | USED IN THE TESTS. | | | | 3) PROVISO/ DEFERRED SUBMITTAL: 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 BN, PX, CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES | | DEPARTMENT | | 401 CLEMATIS ST. | | WEST PALM BEACH. FL 33402 | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
F |
Date |
2017-09-27 |
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Cont ID |
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Sent By |
jwitmer |
Date |
2017-09-27 |
Time |
08:03 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2017-09-27 |
Time |
06:15 |
Sent To |
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Notes |
2017-09-27 08:03:13 | 2014 FBC- BUILDING PLAN REVIEW | | W. P. B. PERMIT: 17080793 | | ADD: 329 CLEMATIS ST. SUITE: B | | CONT: DURHAM BROTHERS | | TEL: 561-662-0736 | | E-MAIL: [email protected] | | | | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | ADMINISTRATION | | | | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. | | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND | | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE | | FLORIDA BUILDING CODE, BUILDING. | | | | 2ND REVIEW | | DATE: WED. SEPT. 27/ 2017 | | ACTION: DENIED | | | | 1) COMPLIED. SITE THE OLD MYERS LUGGAGE STORE. A CHANGE | | OF OCCUPANCY TO A A2 | | | | 1A)SEMI-COMPLIED. SHEET A-1 THE EAST 6 INCH FRAME WALL | | WILL NEED TO PROVIDE EITHER A U. L. LISTING, OR GYPSUM | | ASSOCIATION LISTING, WITH TYPE OF FRAMING MEMBER, | | SPACING OF FRAMING MEMBER, TYPE OF DRYWALL, THICKNESS | | AND LAYERS TO COMPLETE THE WALL ASSEMBLY FOR A 2 HOUR | | FIRE RATING. . FBC-B 707.3.9 SEPARATED OCCUPANCIES & | | 707.5 CONTINUITY.1ST ROUND OF COMMENTS. THE COVERSHEET | | DOES NOT PROVIDE THE REQUIRED OCCUPANCY SEPARATION | | REQUIREMENT FOUND IN TABLE 508.4 OF THE 2014 FBC-B. | | SHEET A-1 DOES INDICATE EXISTING 2 HR. OCCUPANCY | | SEPARATION BUT DOES NOT DECLARE THE TYPE OF WALL | | ASSEMBLY TO MAKE UP THE EXISTING 2 HR. FIRE BARRIER. | | FBC-B 707.3.9 SEPARATED OCCUPANCIES & 707.5 CONTINUITY. | | | | 1B) COMPLETED. | | | | 1C) 2ND REQUEST. SHEET A-1 RESTATES THE CODE SECTION | | MANY TIMES, DOES NOT SHOW CODE COMPLIANCE. 2014 FLORIDA | | BUILDING CODE W 2014 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. | | | | 1ST ROUND COMMENT. PLEASE PROVIDE COMPLIANCE WITH THE | | 2014 FBC-EXISTING BUILDING CODE SECTION 1012.1.2 FIRE | | PROTECTION AND INTERIOR FINISH. THE PROVISIONS OF | | SECTIONS 1012.2 AND 1012.3 FOR FIRE PROTECTION AND | | INTERIOR FINISH, RESPECTIVELY, SHALL APPLY TO ALL | | BUILDINGS UNDERGOING A CHANGE OF OCCUPANCY | | CLASSIFICATION. | | | | 1D) 2ND REQUEST. PLEASE NOTE THE SEATING AGAINST THE | | EAST WALL HAS BEEN ELIMINATED, NOT SHOWING ANY DENSITY | | WILL TAKE THE MOST RESTRICTIVE AT 5 SQ. FT./ OCCUPANT. | | PLEASE REVIEW UNDER CHAPTER 10 OF THE EXISTING BUILDING | | CODE THE REQUIREMENT FOR FIRE SPRINKLERS. 2014 EXT. | | BLDG. CODE 1012.2 FIRE PROTECTION SYSTEMS. | | FIRE PROTECTION SYSTEMS SHALL BE PROVIDED IN ACCORDANCE | | WITH SECTIONS 1012.2.1 AND 1012.2.2. | | EXST. BLDG. CODE 1012.2.1 FIRE SPRINKLER SYSTEM. WHERE | | A CHANGE IN OCCUPANCY CLASSIFICATION OCCURS THAT | | REQUIRES AN AUTOMATIC FIRE SPRINKLER SYSTEM TO BE | | PROVIDED BASED ON THE NEW OCCUPANCY IN ACCORDANCE WITH | | CHAPTER 9 OF THE FLORIDA BUILDING CODE, BUILDING, SUCH | | SYSTEM SHALL BE PROVIDED THROUGHOUT THE AREA WHERE THE | | CHANGE OF OCCUPANCY OCCURS. | | 2014 FBC-B SECTION F] 903.2.1.2 GROUP A-2. AN AUTOMATIC | | SPRINKLER SYSTEM SHALL BE PROVIDED FOR GROUP A-2 | | OCCUPANCIES WHERE ONE OF THE FOLLOWING CONDITIONS | | EXISTS: 2. THE FIRE AREA HAS AN OCCUPANT LOAD OF 100 OR | | MORE. | | | | 2) SHEET A-1: | | 2A-B) COMPLIED. | | | | 2C) 2ND REQUEST. SHEET A1 SHOWS 4 ACCESSIBLE SEATS. THE | | LIFE SAFETY SHEET DOES NOT SHOW COMPLIANCE WITH THE : | | 2014 FBC-ACCESSIBILITY CODE; 226.1 WHERE DINING | | SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR | | DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES AND | | STANDING SPACES AT THE DINING SURFACES SHALL COMPLY | | WITH 902. 80 SEATS X 0.05= 4.0 OR 4 SEATS,3 SHOWN ON | | PLANS. | | | | 2D) 2ND REQUEST, NO DROPPED PORTION OF BAR FOR | | HANDICAPPED SEATING AT BAR. FBC-ACCESSIBILITY CODE | | 226.2 DISPERSION. DINING SURFACES AND WORK SURFACES | | REQUIRED TO COMPLY WITH 902 SHALL BE DISPERSED | | THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING | | SURFACES AND WORK SURFACES. THE PLANS DO NOT SHOW | | COMPLIANCE WITH: 902.1 .DINING SURFACES AND WORK | | SURFACES SHALL COMPLY WITH 902.2 AND 902.3. ADVISORY | | 902.1 GENERAL. DINING SURFACES INCLUDE, BUT ARE NOT | | LIMITED TO, BARS, TABLES, LUNCH COUNTERS, AND BOOTHS. | | | | 2D)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR | | SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD | | APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE | | COMPLYING WITH 306 SHALL BE PROVIDED. | | | | 2D)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND | | WORK SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND | | 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR | | GROUND. | | | | 2E) COMPLIED. | | | | 3) COMPLIED. | | | | 4) 2ND REQUEST. NOTE THE ARCHITECT OF RECORD IS SIGNING | | AND SEALING COMPUTER SOFTWARE PROGRAM. PLEASE BE AWARE | | WITHIN THE SOFTWARE GROGRAM YOU HAVE TAKEN CREDIT FOR 3 | | FOOT PARAPETS ON ALL SIDES OF THE ROOF. ON THE NORTH | | AND EAST SIDES OF THE BUILDING THERE IS NO 3 FOOT | | PARAPET, PLEASE CORRECT THE INPUT DATA TO PROVIDE | | PRESSURES FOR ROOF ZONE 3. GOOGLE EARTH AND A | | COUNTYWIDE GIS PROGRAM ALLOWS FOR AERIAL VIEWS OF | | BUILDINGS. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF | | MORE THAN ONE WIND EXPOSURE IS UTILIZED. TABLE | | 1609.7.2. HEIGHT AND EXPOSURE. | | | | THE MECA SOFTWARE PROGRAM SUBMITTED IS VERY LIGHT, HARD | | TO READ AND WILL NOT MEET THE QUALITY OF PLANS | | REQUIRED, FOR SCANNING INTO RECORD RETENTION. 107.2.1.4 | | QUALITY OF BUILDING PLANS. THE BUILDING OFFICIAL MAY | | ESTABLISH THROUGH DEPARTMENTAL POLICY, OTHER STANDARDS | | FOR PLANS AND SPECIFICATIONS, IN ORDER TO PROVIDE | | CONFORMITY TO ITS RECORD RETENTION PROGRAM. | | | | THE 3RD ISSUE WITH THE ARCHITECT SIGNING AND SEALING | | THE WIND DESIGN REPORT IS ONLY THE FRONT PAGE OF THE | | REPORT IS SEALED, NOT ALL PAGES. FL ADMIN CODE | | 61G16.003(1) ARCHITECTS.PLANS, SPECIFICATIONS, REPORTS | | OR OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL | | AND BEING FILED FOR PUBLIC RECORD SHALL HAVE THE | | SIGNATURE AND SEAL OF THE DESIGN PROFESSIONAL AFFIXED | | TO THE DOCUMENT. | | | | 1ST ROUND OF COMMENTS. SHEET A-3. PLEASE PROVIDE | | COMPLIANCE WITH FBC-B WIND DESIGN. THE PLANS REFERENCE | | THE RESIDENTIAL CODE, R703.13, R616.4, TABLE R301.2(2) | | & R301.2(2). | | | | 2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING | | INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN, | | REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF | | THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE: | | 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), | | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, | | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION | | 1609.3.1. | | 2. RISK CATEGORY. | | 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE | | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. | | HEIGHT AND EXPOSURE. | | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. | | 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR | | COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY | | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL | | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. | | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & | | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE | | BUILDING. | | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. | | | | 5-6) COMPLIED. | | | | 7) PROVISO/ DEFERRED SUBMITTAL: 2014 FBC-B 1609.1.2 | | PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & | | CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, | | ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/ | | 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION | | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: | | (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES. | | (B) WINDOWS & MULLIONS | | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL | | LOUVERS, EFIS SYSTEMS, | | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP | | VENTILATORS | | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C | | STANDS | | | | 8) PROVISO/ DEFERRED SUBMITTAL: IDENTIFY GLAZING/ | | MULLIONS. PLEASE IDENTIFY ON THE PRODUCT APPROVAL | | BEFORE SUBMITTING TO DESIGNER OF RECORD AND BEFORE | | SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS | | WITH GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & | | HEIGHT, TYPE OF GLAZING, MULLION INFORMATION IF | | REQUIRED, ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH | | OPENING SIZE. 2014 FBC-B 1405.13.1 INSTALLATION. | | WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH | | APPROVED MANUFACTURERS INSTRUCTIONS. FASTENER SIZE AND | | SPACING SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND | | SHALL BE CALCULATED BASED ON MAXIMUM LOADS AND SPACING | | USED IN THE TESTS. | | | | 9) PROVISO/ DEFERRED SUBMITTAL: 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.. | | | | 10) COMPLIED. THRESHOLDS ACCESS. CODE 404.2.5 | | | | 11) 2ND REQUEST. 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. | | | | 12) WHEN RESUBMITTING PLANS PLEASE INDICATE THE | | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES | | AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. A | | TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT | | NUMBER, WITH A DESCRIPTION OF THE REVISION MADE, | | IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE | | CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT. | | THANK YOU FOR YOUR ANTICIPATED COOPERATION. | | | | JAMES A. WITMER BN, PX, CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES | | DEPARTMENT | | 401 CLEMATIS ST. | | WEST PALM BEACH. FL 33402 | | 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 |
2017-08-19 |
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Cont ID |
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Sent By |
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Date |
2017-08-19 |
Time |
11:30 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2017-08-19 |
Time |
10:31 |
Sent To |
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Notes |
2017-08-21 10:20:39 | 2014 FBC- BUILDING PLAN REVIEW | | W. P. B. PERMIT: 17080793 | | ADD: 329 CLEMATIS ST. SUITE: B | | CONT: DURHAM BROTHERS | | TEL: 561-662-0736 | | E-MAIL: [email protected] | | | | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH | | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, | | ADMINISTRATION | | | | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. | | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND | | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE | | FLORIDA BUILDING CODE, BUILDING. | | | | 1ST REVIEW | | DATE: MON. AUGUST 21/ 2017 | | ACTION: DENIED | | | | 1) SITE THE OLD MYERS LUGGAGE STORE. THE COVER SHEET | | INDICATES THIS TENANT SPACE WAS A MERCANTILE AND IS | | PROPOSED TO BE AN A-2 OCCUPANCY. A CHANGE OF OCCUPANCY | | IS MORE STRINGENT THAN A LEVEL II ALTERATION AND MUST | | MEET ALL OF THE REQUIREMENTS FOUND IN THE 2014 FBC- | | EXISTING BUILDING CODE. PLEASE REFER TO CHAPTER 10, | | CHANGE OF OCCUPANCY. 1001.3.1 PARTIAL CHANGE OF | | OCCUPANCY CLASSIFICATION. WHERE A PORTION OF AN | | EXISTING BUILDING IS CHANGED TO A NEW OCCUPANCY | | CLASSIFICATION, SECTION 1012 SHALL APPLY. | | | | 1A) THE COVERSHEET DOES NOT PROVIDE THE REQUIRED | | OCCUPANCY SEPARATION REQUIREMENT FOUND IN TABLE 508.4 | | OF THE 2014 FBC-B. SHEET A-1 DOES INDICATE EXISTING 2 | | HR. OCCUPANCY SEPARATION BUT DOES NOT DECLARE THE TYPE | | OF WALL ASSEMBLY TO MAKE UP THE EXISTING 2 HR. FIRE | | BARRIER. FBC-B 707.3.9 SEPARATED OCCUPANCIES & 707.5 | | CONTINUITY. | | | | 1B) SINCE THE OCCUPANCY SEPARATION WALLS WILL HAVE | | ADDITIONAL ELECTRICAL AND OR PLUMBING PLEASE PROVIDE | | FIRE RATED WALL PENETRATION DETAILS PER FBC-B 707.7. | | PENETRATIONS. PENETRATIONS OF FIRE BARRIERS SHALL | | COMPLY WITH SECTION 714 OF THE FBC-B. | | | | 1C) PLEASE PROVIDE COMPLIANCE WITH THE 2014 | | FBC-EXISTING BUILDING CODE SECTION 1012.1.2 FIRE | | PROTECTION AND INTERIOR FINISH. THE PROVISIONS OF | | SECTIONS 1012.2 AND 1012.3 FOR FIRE PROTECTION AND | | INTERIOR FINISH, RESPECTIVELY, SHALL APPLY TO ALL | | BUILDINGS UNDERGOING A CHANGE OF OCCUPANCY | | CLASSIFICATION. | | | | 1D) PLEASE REVIEW UNDER CHAPTER 10 OF THE EXISTING | | BUILDING CODE THE REQUIREMENT FOR FIRE SPRINKLERS. 2014 | | EXT. BLDG. CODE 1012.2 FIRE PROTECTION SYSTEMS. | | FIRE PROTECTION SYSTEMS SHALL BE PROVIDED IN ACCORDANCE | | WITH SECTIONS 1012.2.1 AND 1012.2.2. | | EXST. BLDG. CODE 1012.2.1 FIRE SPRINKLER SYSTEM. WHERE | | A CHANGE IN OCCUPANCY CLASSIFICATION OCCURS THAT | | REQUIRES AN AUTOMATIC FIRE SPRINKLER SYSTEM TO BE | | PROVIDED BASED ON THE NEW OCCUPANCY IN ACCORDANCE WITH | | CHAPTER 9 OF THE FLORIDA BUILDING CODE, BUILDING, SUCH | | SYSTEM SHALL BE PROVIDED THROUGHOUT THE AREA WHERE THE | | CHANGE OF OCCUPANCY OCCURS. | | 2014 FBC-B SECTION F] 903.2.1.2 GROUP A-2. AN AUTOMATIC | | SPRINKLER SYSTEM SHALL BE PROVIDED FOR GROUP A-2 | | OCCUPANCIES WHERE ONE OF THE FOLLOWING CONDITIONS | | EXISTS: 2. THE FIRE AREA HAS AN OCCUPANT LOAD OF 100 OR | | MORE. | | | | 2) SHEET A-1: | | 2A) PLEASE REVIEW THE DOOR SWING FOR THE DOOR BETWEEN | | THE BACK SEATING ROOM AND THE RESTROOM VESTIBULE. THIS | | DOOR SWINGS AGAINST THE MEANS OF EGRESS WITH AN | | OCCUPANT LOAD GREATER THAN 50 OCCUPANTS. PLEASE REVIEW | | SECTION 1008.1.2 OF THE 2014 FBC-B. 1008.1.2 DOOR | | SWING. DOORS SHALL SWING IN THE DIRECTION OF EGRESS | | TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN | | OCCUPANT LOAD OF 50 OR MORE PERSONS. | | | | 2B) THE REAR OF THE TENANT SPACE IS LABELED A OFFICE | | AREA BUT LOOKS MORE LIKE A STORAGE AREA WITH AN EXIT | | ACCESS GOING THROUGH. NOTE THERE IS A SIGNAGE ON PLANS | | NO STORAGE, IF TO BE CONSIDERED AN OFFICE AREA SHOW | | FURNITURE AND IT NOT BLOCKING THE MEANS OF EGRESS. | | 2014 FBC-B 014.2 EGRESS THROUGH INTERVENING SPACES. | | (4). EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE | | ROOMS, CLOSETS OR SPACES USED FOR SIMILAR PURPOSES. | | | | 2C) SHEET A1 SHOWS 4 ACCESSIBLE SEATS. THE LIFE SAFETY | | SHEET DOES NOT SHOW COMPLIANCE WITH THE : | | 2014 FBC-ACCESSIBILITY CODE; 226.1 WHERE DINING | | SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR | | DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES AND | | STANDING SPACES AT THE DINING SURFACES SHALL COMPLY | | WITH 902. 98 SEATS X 0.05= 4.9 OR 5 SEATS, 4SHOWN ON | | PLANS. | | | | 2D) FBC-ACCESSIBILITY CODE 226.2 DISPERSION. DINING | | SURFACES AND WORK SURFACES REQUIRED TO COMPLY WITH 902 | | SHALL BE DISPERSED THROUGHOUT THE SPACE OR FACILITY | | CONTAINING DINING SURFACES AND WORK SURFACES. THE PLANS | | DO NOT SHOW COMPLIANCE WITH: 902.1 .DINING SURFACES AND | | WORK SURFACES SHALL COMPLY WITH 902.2 AND 902.3. | | ADVISORY 902.1 GENERAL. DINING SURFACES INCLUDE, BUT | | ARE NOT LIMITED TO, BARS, TABLES, LUNCH COUNTERS, AND | | BOOTHS. | | | | 2D)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR | | SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD | | APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE | | COMPLYING WITH 306 SHALL BE PROVIDED. | | | | 2D)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND | | WORK SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND | | 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR | | GROUND. | | | | 2E) SHEET A-2 SHOWS THE ACCESS AISLE WITH A HASH LINE | | AT 36 INCHES WIDE. PLEASE REVIEW UNDER AN ASSEMBLY | | OCCUPANCY WITH AN OCCUPANT LOAD OF 102 FBC-B 1028.9 | | .1.4. FORTY-TWO INCHES FOR LEVEL OR RAMPED AISLE HAVING | | SEATING ON BOTH SIDES. | | | | 3) SHEET A2 SHOWS THE DEMOLITION AND REMOVAL OF THE | | FRONT DISPLAY WINDOWS AND STOREFRONT. SHEET A3 SHOWS | | THE NEW LOCATION OF THE STOREFRONT. PLEASE PROVIDE THE | | LOCATION OF THE FRONT PROPERTY LINE. THE FRONT DOOR IS | | NOT TO SWING BEYOND THE PROPERTY LINE. 2014 FBC-B | | 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8 FEET IN | | HEIGHT. DOORS AND WINDOWS SHALL NOT OPEN OR PROJECT | | INTO THE PUBLIC RIGHT-OF-WAY. | | | | 4)SHEET A-3. PLEASE PROVIDE COMPLIANCE WITH FBC-B WIND | | DESIGN. THE PLANS REFERENCE THE RESIDENTIAL CODE, | | R703.13, R616.4, TABLE R301.2(2) & R301.2(2). | | | | 2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING | | INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN, | | REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF | | THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE: | | 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), | | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, | | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION | | 1609.3.1. | | 2. RISK CATEGORY. | | 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE | | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. | | HEIGHT AND EXPOSURE. | | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. | | 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR | | COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY | | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL | | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. | | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & | | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE | | BUILDING. | | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. | | | | 5) SHEET A-3. SHOWS A DETAIL LISTED AS A/3. PLEASE | | REVIEW THIS DETAIL , THE STUD IS DETAILED AS METAL STUD | | 20 GAUGE W/ TOP AND BOTTOM STEEL PLATES, STUDS AT 16 | | INCHES O. C. THE LEFT SIDE OF THE DETAIL LIST 1X2 INCH | | FURRING AT 24 INCHES ON CENTER, THE RIGHT SIDE OF THE | | DETAIL INDICATES THE INSTALLATION OF 5/8 INCH PLYWOOD | | SHEATHING NAILED WITH 8D RING SHANK NAILS @ 6 INCHES ON | | CENTER, NAILS USE ON METAL STUDS? | | ON THE SAME RIGHT SIDE THE FINISH IS LABELED AS 2 COAT | | STUCCO AND ALSO 5/8 INCH TYPE X GBD. DISCREPANCIES IN | | MATERIALS, SPACING, TO MANY ERRORS TO COMMENT ON. | | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. | | | | 6) SHEET A-3 WALL PRESSURES ARE STATED TO BE ALLOWABLE | | (VASD): | | 6A) THE POSITIVE PRESSURES APPEAR TO BE VULT AND NOTE, | | THE SQUARE FOOT AREA IS NOT GIVEN, AND THE SAME | | POSITIVE 58.3 IN BOTH WALL ZONES 4 & 5!!! 2014 FBC-B | | 1603.1.4 WIND DESIGN DATA. | | | | 6B) THE NEGATIVE PRESSURES APPEAR TO BE VULT AND THE | | SQUARE FEET OF AREA FOR THE PRESSURES IS NOT GIVEN. | | 2014 FBC-B 1603.1.4 WIND DESIGN DATA. | | | | 7) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, | | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT | | OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, | | RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS | | OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT | | APPROVALS: | | (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES. | | (B) WINDOWS & MULLIONS | | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL | | LOUVERS, EFIS SYSTEMS, | | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP | | VENTILATORS | | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C | | STANDS | | | | 8) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE | | PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF | | RECORD AND BEFORE SUBMISSION TO THE BUILDING | | DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE | | IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING, | | MULLION INFORMATION IF REQUIRED, ATTACHMENTS AND | | ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B | | 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE | | INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S | | INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE | | PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED | | BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS. | | | | 9) THRESHOLDS ACCESS. CODE 404.2.5. THRESHOLDS, IF | | PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH | | MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT | | DOORWAYS SHALL COMPLY WITH 302 AND 303. | | | | 10) 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.. | | | | 11) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT | | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL | | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND | | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT | | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE | | INFORMATION. | | 12) WHEN RESUBMITTING PLANS PLEASE INDICATE THE | | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES | | AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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. | | | | THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE | | COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR | | ON SUBSEQUENT REVIEWS. | | | | JAMES A. WITMER BN, PX, CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES | | DEPARTMENT | | 401 CLEMATIS ST. | | WEST PALM BEACH. FL 33402 | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | |
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E |
ELECTRICAL |
Rev No |
3 |
Status |
P |
Date |
2017-10-26 |
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jleahy |
Date |
2017-10-26 |
Time |
12:08 |
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jleahy |
Date |
2017-10-26 |
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12:08 |
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E |
ELECTRICAL |
Rev No |
2 |
Status |
F |
Date |
2017-09-28 |
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jleahy |
Date |
2017-09-28 |
Time |
17:46 |
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jleahy |
Date |
2017-09-28 |
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2017-09-28 17:52:21 | FLORIDA BUILDING CODE 2014 5TH EDITION | | FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH ED | | NFPA 70 2011 EDITION | | | | JAKE LEAHY | | ELECTRICAL PLANS EXAMINER II | | 561-805-6713 | | [email protected] | | | | | | PROVIDE THE ADDITIONAL LIGHTING CONTROLS STIPULATED IN | | THE FBC ENERGY CODE. MANY AREAS DO NOT SHOW THE | | OCCUPANCY SENSORS REQUIRED. FBC CE 405.2.2, 405.2.2.2 | | SEE FBC CODE SECTION 405.2.2.FOR THE ADDITIONAL | | REQUIREMENT FOR OCUUPANCY SENSORS IN ADDITION TO MANUAL | | CONTROL IN ALL AREAS. | | | | PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH | | PANEL INCLUDING INFORMATION FROM THE POWER COMPANY | | STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR | | THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE | | SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE. | | NEC 110.9, 110.10 | | | | |
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E |
ELECTRICAL |
Rev No |
1 |
Status |
F |
Date |
2017-08-23 |
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Sent By |
jpearson |
Date |
2017-08-23 |
Time |
14:35 |
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jpearson |
Date |
2017-08-23 |
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2017-08-23 14:08:30 | CODES IN EFFECT: | | FBC = FLORIDA BUILDING CODE 2014 5TH EDITION | | FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 | | 5TH EDITION | | FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION, | | PART VIII ELECTRICAL | | NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE | | FS = FLORIDA STATUTES | | | | ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW. | | | | 1. SHEET E-1 HAS SEVERAL NOTES (THE NOTES THAT ARE NOT | | NUMBERED) THAT APPLY TO RESIDENTIAL INSTALLATIONS. | | EXAMPLE: 75% OF LAMPS SHALL BE HIGH EFFICIENCY, | | RECEPTACLES TO BE TAMPER RESISTANT, AFCI PROTECTION, | | ETC. REMOVE ALL NOTES NOT APPLICABLE TO PROJECT. FBC | | 107.2.1 | | 2. PROVIDE SHOW WINDOW OUTLET PER CODE. NEC 210.62 | | 3. PROVIDE AUTOMATIC CONTROL FOR SIGN AND SHOW WINDOW | | LIGHTING. FBC CE 405.2.4 | | 4. PROVIDE LIGHT FIXTURE SCHEDULE. FBC 107.2.1 | | 5. PROVIDE INTERIOR LIGHTING CALCULATION SHOWING | | COMPLIANCE WITH THE FBC ENERGY CODE. FBC CE 405.5 | | 6. PROVIDE THE ADDITIONAL LIGHTING CONTROLS STIPULATED | | IN THE FBC ENERGY CODE. NO AUTOMATIC CONTROL IS | | CURRENTLY SHOWN. FBC CE 405.2.2, 405.2.2.2 | | 7. PROVIDE A BLOCK NOTE INDICATING THE REQUIRED | | SEPARATE PERMITS AND DATA SPECIFICATION SHEET | | SUBMITTALS FOR SYSTEMS TO INCLUDE BUT NOT BE LIMITED TO | | FIRE ALARM, CCTV, PHONE AND DATA, WIRELESS SYSTEMS, | | WALK IN COOLER, ETC. FBC 105.1 | | 8. CIRCUIT 16,18 IS DESIGNATED IN PANEL SCHEDULE FOR | | WALK IN COOLER, BUT CIRCUIT 18 IS SHOWN FEEDING SEVERAL | | RECEPTACLES. CORRECT DISCREPANCY. FBC 107.2.1, NEC | | 215.5, 408.4 | | 9. PROVIDE REQUIRED GFCI SERVICE OUTLET FOR A/C | | EQUIPMENT. NEC 210.63 | | 10. EMERGENCY AND EXIT LIGHTS ARE REQUIRED TO BE FED | | FROM THE GENERAL LIGHTING CIRCUIT IN THE AREA. PROVIDE | | CORRECTION. NEC 700.12(F) | | 11. PANEL SCHEDULE SHOWS AHU-1, AHU-2, CU-1, AND CU-2. | | ELECTRICAL PLAN SHOWS RTU-1 ONLY. PROVIDE CORRECTION, | | UPDATE PANEL LOAD IF NECESSARY. FBC 107.2.1; NEC 220, | | 408.4 | | 12. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR | | EACH PANEL INCLUDING INFORMATION FROM THE POWER COMPANY | | STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR | | THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE | | SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE. | | NEC 110.9, 110.10 | | 13. PROVIDE AIC RATING OF SERVICE DISCONNECT AND PANEL. | | NEC 110.3, 110.9 | | 14. PROVIDE NOTE THAT THE SERVICE EQUIPMENT SHALL BE | | MARKED WITH THE MAXIMUM AVAILABLE SHORT CIRCUIT CURRENT | | AVAILABLE PER NEC 110.24. | | 15. PROVIDE ACCURATE LOAD CALCULATION FOR SERVICE, | | USING METHOD FOR COMMERCIAL SERVICE. CURRENT LOAD | | STATED FOR RECEPTACLES IS NOT ACCURATE. NEC 220; FBC | | 107.2.1 | | 16. NOTE UNDER PANEL SCHEDULE STATES THAT ALL 15 AN 20 | | AMP BREAKERS SHOULD BE AFCI TYPE. CLARIFY AND/OR | | CORRECT. FBC 107.2.1; NEC 210.12 | | 17. NOTE ON SHEET E-2 STATES THAT "SMOKE DETECTORS TO | | BE HARD WIRED WITH BATTERY BACK UP". NO SMOKE DETECTORS | | SHOWN ON PLAN. A SEPARATE PERMIT IS REQUIRED FOR FIRE | | ALARM INSTALLATIONS. PLEASE CLARIFY AND/OR CORRECT. FBC | | 105.1, 107.2.1 | | 18. SCOPE OF WORK ON C-1 STATES THAT THERE WILL BE 4 | | NEW SERVICES WITH 4 NEW PANELS. THIS WORK IS NOT | | REFLECTED ON PLAN. PLEASE CLARIFY AND/OR CORRECT. FBC | | 107.2.1 | | | | PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN | | RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES | | INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE | | PREVIOUSLY REVIEWED SHEETS. | | | | SINCERELY, | | | | JOHN PEARSON | | ELECTRICAL PLANS EXAMINER | | 561-805-6746 | | [email protected] | | |
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FIRE |
FIRE DEPARTMENT |
Rev No |
5 |
Status |
P |
Date |
2018-01-16 |
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Sent By |
wjolin |
Date |
2018-01-16 |
Time |
09:52 |
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0.00 |
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wjolin |
Date |
2018-01-16 |
Time |
09:52 |
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FIRE |
FIRE DEPARTMENT |
Rev No |
4 |
Status |
F |
Date |
2017-11-17 |
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Sent By |
wjolin |
Date |
2017-11-17 |
Time |
10:49 |
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wjolin |
Date |
2017-11-17 |
Time |
10:49 |
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Notes |
2017-11-17 10:49:41 | 329B CLEMATIS STREET | | PERMIT #17080793 | | REVIEW COMMENTS - FIRE DEPARTMENT | | **NOTE: CHANGE OF OCCUPANCY FROM MERCANTILE TO | | ASSEMBLY** | | | | | | RESPONSE COMMENT - 4TH REQUEST: THE REDUCTION IN | | OCCUPANT LOAD FROM +100 TO 80 OCCUPANTS IS NOT | | JUSTIFIED. THE OPEN FLOOR AREAS HAVE NOT BEEN INCLUDED | | IN THE OCCUPANT LOAD CALCULATION. PER FFPC | | SECTION12.1.7 OCCUPANT LOAD. | | 12.1.7.1 GENERAL. THE OCCUPANT LOAD, IN NUMBER OF | | PERSONS FOR WHOM MEANS OF EGRESS AND OTHER PROVISIONS | | ARE REQUIRED, SHALL BE DETERMINED ON THE BASIS OF THE | | OCCUPANT LOAD FACTORS OF TABLE 7.3.1.2 THAT ARE | | CHARACTERISTIC OF THE USE OF THE SPACE OR SHALL BE | | DETERMINED AS THE MAXIMUM PROBABLE POPULATION OF THE | | SPACE UNDER CONSIDERATION, WHICHEVER IS GREATER. | | | | | | ORIGINAL REVIEW COMMENTS: | | CALCULATED OCCUPANT LOAD DOES NOT FACTOR ANY STANDING | | ROOM OR CLOSELY SPACED BAR SEATING. | | | | BAR/ASSEMBLY SPACE OCCPUANT LOAD EXCEEDS 100 PERSONS | | AND NO FIRE SPRINKLER PROTECTION PROVIDED PER FBC | | 903.2.1.2. | | | | ENGINEERED FIRE SPRINKLER CONSTRUCTION DOCUMENTS ARE | | REQUIRED FOR A GENERAL BUILDING PERMIT. AFTER THE | | BUILDING PERMIT HAS BEEN ISSUED, THE SUBCONTRACTORS CAN | | THEN SUBMIT SHOP DRAWINGS (CONFORMING TO THE ENGINEERED | | CONSTRUCTION DOCUMENTS) FOR A SUB-PERMIT.PER FLORIDA | | ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE | | PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE | | POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF | | APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT, | | CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR | | AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER | | SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA) | | AND ANY PERFORMANCE BASED INFORMATION SUCH AS | | PRE-ENGINEERED SYSTEMS. | | | | NO DOOR/HARDWARD SCHEDULE PROVIDED. FOR ASSEMBLY | | OCCUPANCIES WITH AN OCCUPANT LOAD OF 100 OR MORE | | PERSONS (50 PERSONS PER THE FLORIDA BUILDING CODE), | | PANIC HARDWARE SHALL BE PROVIDED ON DOORS TO RELEASE | | THE LOCK/LATCH. NO OTHER LOCKS OR LATCHES ARE PERMITTED | | THAT WOULD NOT BE RELEASED BY THE PANIC HARDWARE. AS A | | SUBSTITUTE FOR PANIC HARDWARE, THE MAIN ENTRANCE IS | | PERMITTED TO HAVE AN INTERIOR KEYED DOOR LOCK (AND NO | | LATCH) WITH A READILY VISIBLE SIGN STATING THIS DOOR TO | | REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED. SIGN | | LETTERS SHALL BE AT LEAST 1 INCH IN HEIGHT. KEYED LOCK | | TO BE EQUIPPED WITH AN "OPEN/LOCKED" INDICATOR WINDOW | | (SUCH AS ADAMS RITE 4089 OR SIMILAR). A THUMB TURN | | STYLE LOCK IS NOT PERMITTED TO BE SUBSTITUTED FOR A | | KEYED LOCK. | | | | WESLEY JOLIN | | ASSISTANT FIRE MARSHAL | | WEST PALM BEACH FIRE RESCUE | | [email protected] | | |
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FIRE |
FIRE DEPARTMENT |
Rev No |
3 |
Status |
F |
Date |
2017-10-25 |
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Sent By |
wjolin |
Date |
2017-10-25 |
Time |
09:31 |
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0.00 |
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wjolin |
Date |
2017-10-25 |
Time |
09:20 |
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2017-10-25 09:32:26 | 329B CLEMATIS STREET | | PERMIT #17080793 | | REVIEW COMMENTS - FIRE DEPARTMENT | | **NOTE: CHANGE OF OCCUPANCY FROM MERCANTILE TO | | ASSEMBLY** | | | | | | RESPONSE COMMENT - 3RD REQUEST: THE REDUCTION IN | | OCCUPANT LOAD FROM +100 TO 80 OCCUPANTS IS NOT | | JUSTIFIED. THE OPEN FLOOR AREAS HAVE NOT BEEN INCLUDED | | IN THE OCCUPANT LOAD CALCULATION. PER FFPC | | SECTION12.1.7 OCCUPANT LOAD. | | 12.1.7.1 GENERAL. THE OCCUPANT LOAD, IN NUMBER OF | | PERSONS FOR WHOM MEANS OF EGRESS AND OTHER PROVISIONS | | ARE REQUIRED, SHALL BE DETERMINED ON THE BASIS OF THE | | OCCUPANT LOAD FACTORS OF TABLE 7.3.1.2 THAT ARE | | CHARACTERISTIC OF THE USE OF THE SPACE OR SHALL BE | | DETERMINED AS THE MAXIMUM PROBABLE POPULATION OF THE | | SPACE UNDER CONSIDERATION, WHICHEVER IS GREATER. | | | | | | ORIGINAL REVIEW COMMENTS: | | CALCULATED OCCUPANT LOAD DOES NOT FACTOR ANY STANDING | | ROOM OR CLOSELY SPACED BAR SEATING. | | | | BAR/ASSEMBLY SPACE OCCPUANT LOAD EXCEEDS 100 PERSONS | | AND NO FIRE SPRINKLER PROTECTION PROVIDED PER FBC | | 903.2.1.2. | | | | ENGINEERED FIRE SPRINKLER CONSTRUCTION DOCUMENTS ARE | | REQUIRED FOR A GENERAL BUILDING PERMIT. AFTER THE | | BUILDING PERMIT HAS BEEN ISSUED, THE SUBCONTRACTORS CAN | | THEN SUBMIT SHOP DRAWINGS (CONFORMING TO THE ENGINEERED | | CONSTRUCTION DOCUMENTS) FOR A SUB-PERMIT.PER FLORIDA | | ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE | | PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE | | POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF | | APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT, | | CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR | | AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER | | SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA) | | AND ANY PERFORMANCE BASED INFORMATION SUCH AS | | PRE-ENGINEERED SYSTEMS. | | | | NO DOOR/HARDWARD SCHEDULE PROVIDED. FOR ASSEMBLY | | OCCUPANCIES WITH AN OCCUPANT LOAD OF 100 OR MORE | | PERSONS (50 PERSONS PER THE FLORIDA BUILDING CODE), | | PANIC HARDWARE SHALL BE PROVIDED ON DOORS TO RELEASE | | THE LOCK/LATCH. NO OTHER LOCKS OR LATCHES ARE PERMITTED | | THAT WOULD NOT BE RELEASED BY THE PANIC HARDWARE. AS A | | SUBSTITUTE FOR PANIC HARDWARE, THE MAIN ENTRANCE IS | | PERMITTED TO HAVE AN INTERIOR KEYED DOOR LOCK (AND NO | | LATCH) WITH A READILY VISIBLE SIGN STATING THIS DOOR TO | | REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED. SIGN | | LETTERS SHALL BE AT LEAST 1 INCH IN HEIGHT. KEYED LOCK | | TO BE EQUIPPED WITH AN "OPEN/LOCKED" INDICATOR WINDOW | | (SUCH AS ADAMS RITE 4089 OR SIMILAR). A THUMB TURN | | STYLE LOCK IS NOT PERMITTED TO BE SUBSTITUTED FOR A | | KEYED LOCK. | | | | WESLEY JOLIN | | ASSISTANT FIRE MARSHAL | | WEST PALM BEACH FIRE RESCUE | | [email protected] | | |
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FIRE |
FIRE DEPARTMENT |
Rev No |
2 |
Status |
F |
Date |
2017-09-20 |
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Sent By |
wjolin |
Date |
2017-09-20 |
Time |
10:20 |
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0.00 |
Received By |
wjolin |
Date |
2017-09-20 |
Time |
10:07 |
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Notes |
2017-09-20 10:20:42 | 329B CLEMATIS STREET | | PERMIT #17080793 | | REVIEW COMMENTS - FIRE DEPARTMENT | | **NOTE: CHANGE OF OCCUPANCY FROM MERCANTILE TO | | ASSEMBLY** | | | | | | RESPONSE COMMENT: THE REDUCTION IN OCCUPANT LOAD FROM | | +100 TO 80 OCCUPANTS IS NOT JUSTIFIED. THE OPEN FLOOR | | AREAS HAVE NOT BEEN INCLUDED IN THE OCCUPANT LOAD | | CALCULATION. PER FFPC SECTION12.1.7 OCCUPANT LOAD. | | 12.1.7.1 GENERAL. THE OCCUPANT LOAD, IN NUMBER OF | | PERSONS FOR WHOM MEANS OF EGRESS AND OTHER PROVISIONS | | ARE REQUIRED, SHALL BE DETERMINED ON THE BASIS OF THE | | OCCUPANT LOAD FACTORS OF TABLE 7.3.1.2 THAT ARE | | CHARACTERISTIC OF THE USE OF THE SPACE OR SHALL BE | | DETERMINED AS THE MAXIMUM PROBABLE POPULATION OF THE | | SPACE UNDER CONSIDERATION, WHICHEVER IS GREATER. | | | | | | ORIGINAL REVIEW COMMENTS: | | CALCULATED OCCUPANT LOAD DOES NOT FACTOR ANY STANDING | | ROOM OR CLOSELY SPACED BAR SEATING. | | | | BAR/ASSEMBLY SPACE OCCPUANT LOAD EXCEEDS 100 PERSONS | | AND NO FIRE SPRINKLER PROTECTION PROVIDED PER FBC | | 903.2.1.2. | | | | ENGINEERED FIRE SPRINKLER CONSTRUCTION DOCUMENTS ARE | | REQUIRED FOR A GENERAL BUILDING PERMIT. AFTER THE | | BUILDING PERMIT HAS BEEN ISSUED, THE SUBCONTRACTORS CAN | | THEN SUBMIT SHOP DRAWINGS (CONFORMING TO THE ENGINEERED | | CONSTRUCTION DOCUMENTS) FOR A SUB-PERMIT.PER FLORIDA | | ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE | | PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE | | POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF | | APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT, | | CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR | | AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER | | SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA) | | AND ANY PERFORMANCE BASED INFORMATION SUCH AS | | PRE-ENGINEERED SYSTEMS. | | | | NO DOOR/HARDWARD SCHEDULE PROVIDED. FOR ASSEMBLY | | OCCUPANCIES WITH AN OCCUPANT LOAD OF 100 OR MORE | | PERSONS (50 PERSONS PER THE FLORIDA BUILDING CODE), | | PANIC HARDWARE SHALL BE PROVIDED ON DOORS TO RELEASE | | THE LOCK/LATCH. NO OTHER LOCKS OR LATCHES ARE PERMITTED | | THAT WOULD NOT BE RELEASED BY THE PANIC HARDWARE. AS A | | SUBSTITUTE FOR PANIC HARDWARE, THE MAIN ENTRANCE IS | | PERMITTED TO HAVE AN INTERIOR KEYED DOOR LOCK (AND NO | | LATCH) WITH A READILY VISIBLE SIGN STATING THIS DOOR TO | | REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED. SIGN | | LETTERS SHALL BE AT LEAST 1 INCH IN HEIGHT. KEYED LOCK | | TO BE EQUIPPED WITH AN "OPEN/LOCKED" INDICATOR WINDOW | | (SUCH AS ADAMS RITE 4089 OR SIMILAR). A THUMB TURN | | STYLE LOCK IS NOT PERMITTED TO BE SUBSTITUTED FOR A | | KEYED LOCK. | | | | WESLEY JOLIN | | ASSISTANT FIRE MARSHAL | | WEST PALM BEACH FIRE RESCUE | | [email protected] | | |
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Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
1 |
Status |
F |
Date |
2017-08-18 |
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Cont ID |
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Sent By |
wjolin |
Date |
2017-08-18 |
Time |
11:23 |
Rev Time |
0.00 |
Received By |
wjolin |
Date |
2017-08-18 |
Time |
10:17 |
Sent To |
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Notes |
2017-08-18 11:23:24 | 329B CLEMATIS STREET | | PERMIT #17080793 | | REVIEW COMMENTS - FIRE DEPARTMENT | | | | **NOTE: CHANGE OF OCCUPANCY FROM MERCANTILE TO | | ASSEMBLY** | | | | UPDATE THE CODE LIST TO REFERENCE THE 5TH EDITION OF | | THE FLORIDA FIRE PREVENTION CODE WHICH CONTAINS THE | | 2012 EDITION OF BOTH NFPA 1 AND NFPA 101 WITH FLORIDA | | AMENDMENTS. | | | | CALCULATED OCCUPANT LOAD DOES NOT FACTOR ANY STANDING | | ROOM OR CLOSELY SPACED BAR SEATING. | | | | BAR/ASSEMBLY SPACE OCCPUANT LOAD EXCEEDS 100 PERSONS | | AND NO FIRE SPRINKLER PROTECTION PROVIDED PER FBC | | 903.2.1.2. | | | | ENGINEERED FIRE ALARM AND FIRE SPRINKLER CONSTRUCTION | | DOCUMENTS ARE REQUIRED FOR A GENERAL BUILDING PERMIT. | | AFTER THE BUILDING PERMIT HAS BEEN ISSUED, THE | | SUBCONTRACTORS CAN THEN SUBMIT SHOP DRAWINGS | | (CONFORMING TO THE ENGINEERED CONSTRUCTION DOCUMENTS) | | FOR A SUB-PERMIT.PER FLORIDA ADMINISTRATIVE CODE | | SECTION 61G15-32.004, FIRE PROTECTION ENGINEERING | | DOCUMENTS SHALL INCLUDE THE POINT OF SERVICE FOR THE | | WATER SUPPLY, A LIST OF APPLICABLE NFPA STANDARDS | | APPLICABLE TO THE PROJECT, CLASSIFICATION OF HAZARD | | OCCUPANCY FOR EACH ROOM OR AREA, SUPPRESSION SYSTEM | | TYPE, DESIGN DENSITIES, WATER SUPPLY DATA (FIRE PUMP | | DATA, HYDRANT FLOW TEST DATA) AND ANY PERFORMANCE BASED | | INFORMATION SUCH AS PRE-ENGINEERED SYSTEMS. | | | | NO DOOR/HARDWARD SCHEDULE PROVIDED. FOR ASSEMBLY | | OCCUPANCIES WITH AN OCCUPANT LOAD OF 100 OR MORE | | PERSONS (50 PERSONS PER THE FLORIDA BUILDING CODE), | | PANIC HARDWARE SHALL BE PROVIDED ON DOORS TO RELEASE | | THE LOCK/LATCH. NO OTHER LOCKS OR LATCHES ARE PERMITTED | | THAT WOULD NOT BE RELEASED BY THE PANIC HARDWARE. AS A | | SUBSTITUTE FOR PANIC HARDWARE, THE MAIN ENTRANCE IS | | PERMITTED TO HAVE AN INTERIOR KEYED DOOR LOCK (AND NO | | LATCH) WITH A READILY VISIBLE SIGN STATING THIS DOOR TO | | REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED. SIGN | | LETTERS SHALL BE AT LEAST 1 INCH IN HEIGHT. KEYED LOCK | | TO BE EQUIPPED WITH AN "OPEN/LOCKED" INDICATOR WINDOW | | (SUCH AS ADAMS RITE 4089 OR SIMILAR). A THUMB TURN | | STYLE LOCK IS NOT PERMITTED TO BE SUBSTITUTED FOR A | | KEYED LOCK. | | | | THE BACK SEATING AREA DOOR LEADING TO THE REAR | | (SECONDARY) EXIT HAS A SWING THAT IS AGAINST THE FLOW | | OF EGRESS FOR MORE THAN 50 PERSONS. | | | | INSUFFICIENT EMERGENCY LIGHTING PROVIDED IN MAIN | | ASSEMBLY AREA. EMERGENCY ILLUMINATION SHALL BE PROVIDED | | FOR A MINIMUM OF 1.5 HOURS IN THE EVENT OF FAILURE OF | | NORMAL LIGHTING. EMERGENCY LIGHTING FACILITIES SHALL BE | | ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NOT | | LESS THAN AN AVERAGE OF 1 FT-CANDLE AND, AT ANY POINT, | | NOT LESS THAN 0.1 FT-CANDLE, MEASURED ALONG THE PATH OF | | EGRESS AT FLOOR LEVEL. | | | | A THOROUGH AND COMPLETE PLAN REVIEW CANNOT BE COMPLETED | | AT THIS TIME DUE TO LACK OF INFORMATION SUBMITTED ON | | THE PLANS. ADDITIONAL PLAN REVIEW COMMENTS MAY BE | | GENERATED DURING PLAN RESUBMISSION. | | | | WESLEY JOLIN | | ASSISTANT FIRE MARSHAL | | WEST PALM BEACH FIRE RESCUE | | [email protected] | | | | | | | | | | | | |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
6 |
Status |
N |
Date |
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Cont ID |
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Sent By |
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Date |
2018-01-25 |
Time |
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Rev Time |
0.00 |
Received By |
lmarchan |
Date |
2018-01-24 |
Time |
14:05 |
Sent To |
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Notes |
2018-01-25 14:06:06 | RESUB ROUTED TO JWITMER |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
5 |
Status |
N |
Date |
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Cont ID |
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Sent By |
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Date |
2018-01-17 |
Time |
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Rev Time |
0.00 |
Received By |
lmarchan |
Date |
2018-01-09 |
Time |
14:48 |
Sent To |
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Notes |
2018-01-10 14:48:41 | RESUB ROUTED TO FIRE INBOX |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
4 |
Status |
N |
Date |
2017-11-20 |
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Cont ID |
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Sent By |
lmarchan |
Date |
2017-11-20 |
Time |
10:30 |
Rev Time |
0.00 |
Received By |
lmarchan |
Date |
2017-11-01 |
Time |
15:00 |
Sent To |
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Notes |
2017-11-02 15:00:45 | RESUB ROUTED TO FIRE INBOX |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
3 |
Status |
N |
Date |
2017-10-26 |
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Cont ID |
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Sent By |
jleahy |
Date |
2017-10-26 |
Time |
12:08 |
Rev Time |
0.00 |
Received By |
jleahy |
Date |
2017-10-13 |
Time |
14:41 |
Sent To |
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Notes |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
2 |
Status |
N |
Date |
2017-10-03 |
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Cont ID |
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Sent By |
gjohnson |
Date |
2017-10-03 |
Time |
14:22 |
Rev Time |
0.00 |
Received By |
gjohnson |
Date |
2017-09-18 |
Time |
13:00 |
Sent To |
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Notes |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
1 |
Status |
N |
Date |
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Cont ID |
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Sent By |
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Date |
2017-08-30 |
Time |
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Rev Time |
0.00 |
Received By |
lmarchan |
Date |
2017-08-16 |
Time |
16:29 |
Sent To |
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Notes |
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Review Stop |
IMPACT |
COUNTY IMPACT FEES |
Rev No |
4 |
Status |
P |
Date |
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Cont ID |
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Sent By |
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Date |
2018-01-25 |
Time |
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Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2018-01-25 |
Time |
17:20 |
Sent To |
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Notes |
2018-01-25 17:25:18 | PALM BEACH COUNTY IMPACT FEES | | RECEIPT NUMBER 2018-0125-161 | | TRACKING NUMBER MU-2018-002528-0000 | | FEES: $274.37 |
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Review Stop |
IMPACT |
COUNTY IMPACT FEES |
Rev No |
3 |
Status |
F |
Date |
2017-10-20 |
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Cont ID |
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Sent By |
jwitmer |
Date |
2017-10-20 |
Time |
15:07 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2017-10-20 |
Time |
15:06 |
Sent To |
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Notes |
2017-10-20 15:07:30 | 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 BN, PX, CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES | | DEPARTMENT | | 401 CLEMATIS ST. | | WEST PALM BEACH. FL 33402 | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | |
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Review Stop |
IMPACT |
COUNTY IMPACT FEES |
Rev No |
2 |
Status |
F |
Date |
2017-09-27 |
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Cont ID |
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Sent By |
jwitmer |
Date |
2017-09-27 |
Time |
08:02 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2017-09-27 |
Time |
06:15 |
Sent To |
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Notes |
2017-09-27 08:02:29 | 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 |
2017-08-21 |
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Cont ID |
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Sent By |
jwitmer |
Date |
2017-08-21 |
Time |
10:18 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2017-08-21 |
Time |
10:18 |
Sent To |
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Notes |
2017-08-21 10:18:56 | 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 BN, PX, CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES | | DEPARTMENT | | 401 CLEMATIS ST. | | WEST PALM BEACH. FL 33402 | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
5 |
Status |
P |
Date |
2018-01-17 |
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Cont ID |
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Sent By |
ccole |
Date |
2018-01-17 |
Time |
15:54 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2018-01-17 |
Time |
15:54 |
Sent To |
I |
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Notes |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
4 |
Status |
F |
Date |
2017-11-09 |
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Cont ID |
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Sent By |
ccole |
Date |
2017-11-09 |
Time |
16:32 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2017-11-09 |
Time |
16:32 |
Sent To |
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Notes |
2017-11-09 16:43:52 | 1ST REVIEW FBC-2014 MECHANICAL | | PERMIT #17080793 | | 11/9/17 | | | | PLAN REVIEW RESULTS: DENIED. | | | | 1) RESIDENTIAL MANUAL J CALCULATIONS CANNOT BE | | SUBMITTED FOR COMMERCIAL AC SYSTEMS. PLEASE REFER TO | | SECTION C403.2.1 CALCULATION OF HEATING AND COOLING | | LOADS: | | DESIGN LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE | | PROCEDURES DESCRIBED IN THE ASHRAE/ACCA STANDARD 183 OR | | ACCA MANUAL N AND SHALL BE ATTACHED TO THE CODE | | COMPLIANCE FORM SUBMITTED TO THE BUILDING DEPARTMENT | | WHEN THE BUILDING IS PERMITTED OR, IN THE EVENT THE | | MECHANICAL PERMIT IS OBTAINED AT A LATER TIME, THE | | SIZING CALCULATION SHALL BE SUBMITTED WITH THE | | APPLICATION FOR THE MECHANICAL PERMIT. | | | | 2) PLEASE NOTE THAT THE MANUAL J CALCULATION | | INCORRECTLY INDICATES THE "FRONT DOOR FACING NORTH" | | HOWEVER THE FRONT DOOR IS FACING SOUTH. | | | | 3) THE COMCHECK COMPLIANCE CERTIFICATE INDICATES 16 | | SEER SYSTEMS, HOWEVER 14 SEER SYSTEMS ARE SHOWN IN THE | | AC SCHEDULE- PLEASE CORRECT. | | | | 4) THE REQUESTED MIAMI-DADE NOA FOR THE ROOF STAND WAS | | NOT SUBMITTED. PLEASE NOTE THAT THE PREVIOUSLY | | SUBMITTED NOA DID NOT HAVE THE RIGHT INSTALLATION | | DRAWINGS ATTACHED WITH THE COVER SHEETS. | | | | CHRISTOPHER L. COLE | | MECHANICAL PLANS EXAMINER | | 401 CLEMATIS STREET | | WEST PALM BEACH FL 33401 | | 561-805-6719 | | [email protected] | | |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
3 |
Status |
F |
Date |
2017-10-23 |
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Cont ID |
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Sent By |
ccole |
Date |
2017-10-23 |
Time |
17:10 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2017-10-23 |
Time |
16:11 |
Sent To |
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Notes |
2017-10-23 17:30:46 | 3RD REVIEW FBC-2014 MECHANICAL | | PERMIT #17080793 | | 10/23/17 | | | | PLAN REVIEW RESULTS: DENIED. | | | | 1) THE RESUBMITTED PLAN APPEARS TO SHOW NEW ROUND | | OUTSIDE AIR DUCTS GOING THROUGH THE ROOF HOWEVER THEY | | ARE LABELED AS R/A (RETURN AIR) DUCTS AND THE SIZES OF | | THESE DUCTS ARE NOT INDICATED- PLEASE CORRECT. | | | | 2) THE RESUBMITTED PLAN IS NOW INDICATING 765 CFMS OF | | O/A FOR THE 5-TON SYSTEM WHICH IS 38% OF THE TOTAL 2000 | | CFM SUPPLY CFMS. BY INDUSTRY STANDARDS THIS WOULD BE | | CONSIDERED A LARGE AMOUNT OF O/A TO BE CONSTANTLY | | COOLED BY A 5-TON SYSTEM. PLEASE NOTE THAT A TEST AND | | BALANCE REPORT MUST BE SUBMITTED TO VERIFY THE O/A | | AMOUNT AND THE AIR DISTRIBUTION AS DESIGNED- SEE NOTE | | #13 ON SHEET M-1. | | | | 3) SHEETS M-1 & M-2: THE ARCHITECT IS INDICATING THAT | | THE ROOF TOP CONDENSER "SHALL BE INSTALLED TO RESIST | | WIND PRESSURES AT VELOCITIES INDICATED ON FBCM 301.15". | | PLEASE NOTE THAT THE MECHANICAL CODE SECTION 301.15 | | REFERENCES THE FLORIDA BUILDING CODE FOR WIND DESIGN, | | AND DOES NOT PROVIDE ANY DESIGN PRESSURES- PLEASE | | CORRECT AND PROVIDE ACCURATE WIND LOAD DESIGN CRITERIA | | . AS PREVIOUSLY REQUESTED, SUBMIT THE MIAMI-DADE NOA, | | OR THE FLORIDA PRODUCT APPROVAL FOR THE AC STAND WITH | | APPROVAL STAMP BY THE ARCHITECT OF RECORD. | | | | CHRISTOPHER L. COLE | | MECHANICAL PLANS EXAMINER | | 401 CLEMATIS STREET | | WEST PALM BEACH FL 33401 | | 561-805-6719 | | [email protected] | | | | |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
2 |
Status |
F |
Date |
2017-09-28 |
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Cont ID |
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Sent By |
ccole |
Date |
2017-09-28 |
Time |
14:00 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2017-09-28 |
Time |
12:21 |
Sent To |
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Notes |
2017-09-28 14:12:25 | 1ST REVIEW FBC-2014 MECHANICAL, EXISTING, ENERGY | | CONSERVATION CODES | | PERMIT #17080793 | | 9/28/17 | | | | PLAN REVIEW RESULTS: DENIED. | | | | 1) THE RESCHECK COMPLIANCE SUBMITTAL IS INDICATING THE | | PROJECT TYPE TO BE A "MULTI-FAMILY", HOWEVER THE | | PROPOSED PROJECT IS CHANGE OF OCCUPANCY FROM MERCANTILE | | TO ASSEMBLY AND MUST BE IN COMPLIANCE WITH THE | | COMMERCIAL CODES. PLEASE SEE SECTION C101.5.1 FBC-14 | | ENERGY CONSERVATION AND PROVIDE EITHER A FLORIDA | | ENERGYGAUGE COMPLIANCE SUBMITTAL OR A COMCHECK | | COMPLIANCE CERTIFICATE. | | | | 2) M-2: THE 5-TON AC SYSTEM WHICH IS PRESUMED TO | | PRODUCE APPROXIMATE 2000 CFMS WOULD BE UNDERSIZED TO | | CONDITION 1040 CFMS OF OUTSIDE AIR ACCORDING TO | | ASHRAE/ACCA STANDARDS. THE TYPICAL PERCENTAGE OF | | OUTSIDE AIR TO SUPPLY AIR WOULD RANGE AROUND 17-20%. IN | | ADDITION THE 14X12 DUCT THAT IS BOTH SUPPLYING THE O/A | | AND RETURNING 1370 CFMS OF AIR FROM THE SPACE IS | | UNDERSIZED FOR THE TOTAL 2410 CFMS OF AIR- PLEASE | | CORRECT. | | | | 3) M-2, AC EQUIPMENT SCHEDULE: PROVIDE THE KW | | CAPACITIES OF THE AIR HANDLER HEAT STRIPS AND THE TOTAL | | SUPPLY CFMS OF EACH SYSTEM. | | | | 4) M-2: THE OUTSIDE AIR INLETS APPEAR TO BE WITHIN THE | | REQUIRED 10' CLEARANCE SPACE TO THE ADJACENT OPEN | | PARKING AREA- SEE SECTION 401.4 AND CORRECT. | | | | 5) M-1: THE REQUESTED WIND LOAD ENGINEERING AND NOA FOR | | THE AC STANDS WAS NOT PROVIDED. PROVIDE ON THE PLAN THE | | WIND DESIGN CRITERIA USED TO DETERMNINE THE DESIGN | | PRESSURES AND TIE DOWN REQUIREMENTS- SEESECTION 301.15 | | FBC-14 MECH. & 1609 FBC-14 BUILDING. | | | | 6) PROVIDE THE MIAMI-DADE NOAS OR FLORIDA PRODUCT | | APPROVALS FOR THE ROOF STANDS AND LOUVERS- RULE 9N-3 | | FAC. | | | | CHRISTOPHER L. COLE | | MECHANICAL PLANS EXAMINER | | 401 CLEMATIS STREET | | WEST PALM BEACH FL 33401 | | 561-805-6719 | | [email protected] | | |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
1 |
Status |
F |
Date |
2017-08-30 |
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Cont ID |
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Sent By |
ccole |
Date |
2017-08-30 |
Time |
09:36 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2017-08-30 |
Time |
07:36 |
Sent To |
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Notes |
2017-08-30 10:23:26 | 1ST REVIEW FBC-2014 MECHANICAL , EXISTING BUILDING, | | ENERGY CONSERVATION. | | PERMIT #17080793 | | 8/30/17 | | | | PLAN REVIEW RESULTS: DENIED. | | | | 1) REFER TO SECTION C101.4.4 FBC-14 ENERGY CONSERVATION | | AND SUBMIT AN ENERGY EFFICIENCY COMPLIANCE REPORT FOR | | THE CHANGE OF OCCUPANCY FROM M TO A-2. SEE SECTION | | C401.2 FOR COMPLIANCE PATH INFORMATION. | | | | 2) SUBMIT COOLING AND HEATING CALCULATIONS FOR THE NEW | | AC SYSTEMS IN ACCORDANCE WITH SECTION C403.2.1 FBC-14 | | ENERGY CONSERVATION. | | C403.2.1 CALCULATION OF HEATING AND COOLING LOADS. | | DESIGN LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE | | PROCEDURES DESCRIBED IN THE ASHRAE/ACCA STANDARD 183 OR | | ACCA MANUAL N AND SHALL BE ATTACHED TO THE CODE | | COMPLIANCE FORM SUBMITTED TO THE BUILDING DEPARTMENT | | WHEN THE BUILDING IS PERMITTED OR, IN THE EVENT THE | | MECHANICAL PERMIT IS OBTAINED AT A LATER TIME, THE | | SIZING CALCULATION SHALL BE SUBMITTED WITH THE | | APPLICATION FOR THE MECHANICAL PERMIT. | | PLEASE NOTE THE ILLEGIBLE CALCULATION COPIED AND PASTED | | ON SHEET M-2 APPEARS TO HAVE BEEN PERFORMED USING | | MANUAL J FOR RESIDENTIAL SYSTEMS- NOT ACCEPTABLE- SEE | | ABOVE. | | | | 3) THE M-1 PLAN AND THE EQUIPMENT SCHEDULE ARE | | INDICATING THE NEW AC SYSTEMS TO BE SPLIT-SYSTEMS, | | HOWEVER THEY ARE LABELED AS RTU'S ON THE LAYOUT PLAN- | | PLEASE CORRECT. | | | | 4) M-2: PLEASE INDICATE THE SUPPLY AND RETURN CFMS AT | | EACH DIFFUSER AND GRILL SHOWN ON THE LAYOUT PLAN. | | | | 5) M-2: SMOKE DETECTORS ARE REQUIRED IN THE RETURN AIR | | SYSTEMS OF EACH 5-TON AC SYSTEM PER SECTION 606.2.1. | | PLEASE SHOW THE LOCATIONS ON THE PLAN. PLEASE NOTE THAT | | AN EXEMPTION CAN BE APPLIED IF THE MANUFACTURER'S | | SPECIFICATIONS INDICATE SYSTEMS ARE NOT CAPABLE OF | | PRODUCING OVER 2000 CFMS OF SUPPLY AIR. | | | | 6) M-2: INDICATE HOW OUTDOOR AIR IS BEING PROVIDED TO | | THE NEW AIR HANDLERS, AND COMPLY WITH SECTION | | C403.2.4.4. FOR REQUIRED DAMPER. | | | | 7) M-2: PROVIDE DUCT HANGING AND CONNECTION DETAILS PER | | SMACNA STANDARDS. | | | | 8) M-2: PROVIDE CONDENSATE DISPOSAL PLANS AND DETAILS | | PER SECTION 307. | | | | 9) PROVIDE A MECHANICAL ROOF PLAN SHOWING THE LOCATIONS | | OF THE CONDENSERS AND THEIR DISTANCES FROM THE ROOF | | EDGES. PLEASE PROVIDE ADDITIONAL CLEARANCE DISTANCE | | MEASUREMENTS FOR O/A INTAKES TO EXHAUST AND VENT | | OPENINGS- SEE SECTIONS 304.11 AND 401.4. | | | | 10) PROVIDE A FL. PRODUCT APPROVAL OR MIAMI-DADE NOA | | FOR THE CONDENSER STAND WITH REVIEW STAMP BY THE | | ENGINEER OF RECORD. THE EOR SHALL CIRCLE, HIGHLIGHT, OR | | OTHERWISE MARK ALL APPLICABLE INSTALLATION DETAILS AND | | DESIGN PRESSURES SHOWN IN THE DOCUMENT, AND ALSO | | PROVIDE THE WIND DESIGN CRITERIA ON THE PLAN- SECTION | | 301.15. | | | | CHRISTOPHER L. COLE | | MECHANICAL PLANS EXAMINER | | 401 CLEMATIS STREET | | WEST PALM BEACH FL 33401 | | 561-805-6719 | | [email protected] | | |
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2017-10-21 |
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gjohnson |
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2017-10-21 |
Time |
10:06 |
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2017-10-21 |
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10:06 |
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2017-10-03 |
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2017-10-03 |
Time |
14:00 |
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2017-10-03 |
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2017-10-03 14:22:13 | 2ND REVIEW: FBC 2014 5TH EDITION | | | | PLUMBING COMMENTS: PREVIOUS COMMENTS NOT COMPLIED | | | | 6. EACH URINAL UTILIZED BY THE PUBLIC OR EMPLOYEES | | SHALL OCCUPY A SEPARATE AREA WITH WALLS OR PARTITIONS | | TO PROVIDE PRIVACY. THE WALLS OR PARTITIONS SHALL BEGIN | | AT A HEIGHT NOT GREATER THAN 12 INCHES FROM AND EXTEND | | NOT LESS THAN 60 INCHES ABOVE THE FINISHED FLOOR | | SURFACE. THE WALLS OR PARTITIONS SHALL EXTEND FROM THE | | WALL SURFACE AT EACH SIDE OF THE URINAL NOT LESS THAN | | 18 INCHES OR TO A POINT NOT LESS THAN 6 INCHES BEYOND | | THE OUTERMOST FRONT LIP OF THE URINAL MEASURED FROM THE | | FINISHED BACKWALL SURFACE, WHICHEVER IS GREATER. PER | | FBC PL 405.3.5 URINAL STILL SHOWN ON ADA DETAIL AND | | NOTES. SHT.A-1 + P-2 PLEASE REMOVE | | | | 7. SHOW CLEAR FLOOR SPACE FOR ACCESSIBLE LAVATORY'S. | | PER FBC ACC 606.2 | | | | 15. THE AAV VALVES THAT ARE SHOWN ON RISER APPEAR TO BE | | IN THE MIDDLE OF THE FLOORS PLEASE CLARIFY. PER WPB | | AMEND TO FBC 107.2.1 AAV STILL SHOWN IN MIDDLE OF FLOOR | | ON BRANCH DRAIN FOR SERVICE SINK NOT A REQUIRED VENT | | | | 16. THE BRANCH DRAIN FOR FUTURE IS SHOWN IN DIFFERENT | | LOCATION ON THE RISER AND FLOOR PLAN PLEASE CLARIFY. | | PER WPB AMEND TO FBC 107.2.1 | | | | 17. PLEASE PROVIDE MANUFACTURE SPECIFICATIONS FOR | | TANKLESS WATER HEATER. PER WPB AMEND TO FBC 107.2.1 | | | | 21. THE BACKFLOW ASSEMBLY SHALL BE LOCATED AT CITY | | WATER METER. PER WPB UTILITIES PLEASE SHOW BACKFLOW | | NEXT TO METER ON RISER AND FLOOR PLAN. | | | | NEW COMMENTS: | | | | 1. PLEASE LABEL FLORIDA ACCESSIBILITY CODE NOTES ON | | SHT. P-1. PER WPB AMEND TO FBC 107.2.1 | | | | 2. SHUT OFF VALVES ARE REQUIRED ON EACH DROP ON WATER | | PIPING. PER FBC PL 606.1 LOCATION OF FULL-OPEN VALVES. | | FULL-OPEN VALVES SHALL BE INSTALLED IN THE FOLLOWING | | LOCATIONS: 5. ON THE TOP OF EVERY WATER DOWN-FEED PIPE | | IN OCCUPANCIES OTHER THAN ONE- AND TWO-FAMILY | | RESIDENTIAL OCCUPANCIES. | | | | | | | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT | | CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID | | THE PREVIOUSLY REVIEWED SHEETS. | | | | GEORGE JOHNSON | | PLUMBING PLANS EXAMINER | | CITY OF WEST PALM BEACH | | 561-805-6711 | | [email protected] | | |
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2017-08-28 |
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gjohnson |
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2017-08-28 |
Time |
11:20 |
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gjohnson |
Date |
2017-08-25 |
Time |
10:41 |
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2017-08-28 11:22:14 | 1ST REVIEW: FBC 2014 5TH EDITION | | | | PLUMBING COMMENTS: | | | | 1. THE MASTER PERMIT APPLICATION INDICATES A DEMO | | PERMIT FOR FUTURE RENOVATION THE PLUMBING SUB PERMIT IS | | FOR A RENOVATION PLEASE CLARIFY. PER WPB AMEND TO FBC | | 107.2.1 | | | | 2. SHT. C-1 THE SCOPE OF WORK STATES DIVIDE BUILDING | | INTO 4 OFFICE SPACES BUT THE PLAN ONLY SHOWS 1 BAR | | PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1 | | | | 3. SHT. C-1 THE PROJECT-DATA SHOWS EXISTING BUILDING | | AREA AS 2364 SF THE SCOPE OF WORK SHOWS EXISTING | | BUILDING AS 2114 SF AND THE OCCUPANT LOAD SHOWS A TOTAL | | OF 1972 SF PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1 | | | | 4. SHT. C-3 THE OCCUPANT LOAD IS STATED AT 102 PEOPLE | | THE PLUMBING FIXTURE REQUIRED SHOWS OCCUPANT LOAD AT 36 | | PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1 | | | | 5. WITH A OCCUPANT LOAD OF 102 THE PLUMBING FIXTURE | | REQUIRED ARE 2 WC AND 2 LAVATORY'S FOR WOMEN AND THE | | SAME FOR MEN. PER FBC PL TABLE 403.1 | | | | 6. EACH URINAL UTILIZED BY THE PUBLIC OR EMPLOYEES | | SHALL OCCUPY A SEPARATE AREA WITH WALLS OR PARTITIONS | | TO PROVIDE PRIVACY. THE WALLS OR PARTITIONS SHALL BEGIN | | AT A HEIGHT NOT GREATER THAN 12 INCHES FROM AND EXTEND | | NOT LESS THAN 60 INCHES ABOVE THE FINISHED FLOOR | | SURFACE. THE WALLS OR PARTITIONS SHALL EXTEND FROM THE | | WALL SURFACE AT EACH SIDE OF THE URINAL NOT LESS THAN | | 18 INCHES OR TO A POINT NOT LESS THAN 6 INCHES BEYOND | | THE OUTERMOST FRONT LIP OF THE URINAL MEASURED FROM THE | | FINISHED BACKWALL SURFACE, WHICHEVER IS GREATER. PER | | FBC PL 405.3.5 | | | | 7. SHOW CLEAR FLOOR SPACE FOR ACCESSIBLE LAVATORY'S. | | PER FBC ACC 606.2 | | | | 8. TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND | | SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT | | OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE | | DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15 | | INCHES (380 MM) MINIMUM AND 48 INCHES-MAXIMUM ABOVE THE | | FINISH FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS. | | DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS | | DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. | | PER FBC ACC 604.7 DISPENSERS. | | | | 9. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH | | FLOOR SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM | | MEASURED TO THE TOP OF THE SEAT. PER FBC ACC 604.4 | | | | 10. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG | | MINIMUM, LOCATED 12 INCHES MAXIMUM FROM THE REAR WALL | | AND EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL. PER | | FBC ACC 604.5.1 | | | | 11. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG | | MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER | | CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES | | MINIMUM ON THE OTHER SIDE. PER FBC ACC 604.5.2 | | | | 12. GRAB BARS SHALL BE MEASURED FROM FINISH FLOOR TO | | THE TOP OF THE GRIPPING SURFACE. PER FBC ACC 609.4 | | | | 13. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, | | SHALL COMPLY WITH 404 EXCEPT THAT IF THE APPROACH IS TO | | THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE | | BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY | | OBSTRUCTION SHALL BE 42 INCHES (1065 MM) MINIMUM. DOORS | | SHALL BE LOCATED IN THE FRONT PARTITION OR IN THE SIDE | | WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE | | LOCATED IN THE FRONT PARTITION, THE DOOR OPENING SHALL | | BE 4 INCHES (100 MM) MAXIMUM FROM THE SIDE WALL OR | | PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED | | IN THE SIDE WALL OR PARTITION, THE DOOR OPENING SHALL | | BE 4 INCHES (100 MM) MAXIMUM FROM THE FRONT PARTITION. | | THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL COMPLYING | | WITH 404.2.7 SHALL BE PLACED ON BOTH SIDES OF THE DOOR | | NEAR THE LATCH. TOILET COMPARTMENT DOORS SHALL NOT | | SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA. PER | | FBC ACC 604.8.1.2 | | | | 14. A SERVICE SINK IS REQUIRED. PER FBC PL TABLE 403.1 | | | | 15. THE AAV VALVES THAT ARE SHOWN ON RISER APPEAR TO BE | | IN THE MIDDLE OF THE FLOORS PLEASE CLARIFY. PER WPB | | AMEND TO FBC 107.2.1 | | | | 16. THE BRANCH DRAIN FOR FUTURE IS SHOWN IN DIFFERENT | | LOCATION ON THE RISER AND FLOOR PLAN PLEASE CLARIFY. | | PER WPB AMEND TO FBC 107.2.1 | | | | 17. PLEASE PROVIDE MANUFACTURE SPECIFICATIONS FOR | | TANKLESS WATER HEATER. PER WPB AMEND TO FBC 107.2.1 | | | | 18. PLEASE PROVIDE HOT AND COLD WATER RISER DIAGRAM. | | PER WPB AMEND TO FBC 107.3.5.1.3(13) | | | | 19. TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES | | AND GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET | | FACILITIES PROVIDED FOR CUSTOMERS, PATRONS AND | | VISITORS. TEMPERED WATER SHALL BE DELIVERED THROUGH AN | | APPROVED WATER-TEMPERATURE LIMITING DEVICE THAT | | CONFORMS TO ASSE 1070 OR CSA B125.3. PER FBC PL 416.5 | | | | 20. A SEPARATE PERMIT IS REQUIRED FOR BACKFLOW PLEASE | | SHOW NOT ON PLAN. PER WPB AMEND TO FBC 107.2.1 | | | | 21. THE BACKFLOW ASSEMBLY SHALL BE LOCATED AT CITY | | WATER METER. PER WPB UTILITIES | | | | 22. PLEASE SHOW CONDENSATE DRAINS FOR AC AND COOLER. | | PER WPB AMEND TO FBC 107.2.1 | | | | 23. SHT. C-1 THE SCOPE OF WORK UNDER PLUMBING CALLS OUT | | A WATER FOUNTAIN NONE IS SHOWN ON PLAN PLEASE CLARIFY. | | PER WPB AMEND TO FBC 107.2.1 | | | | | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT | | CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID | | THE PREVIOUSLY REVIEWED SHEETS. | | | | GEORGE JOHNSON | | PLUMBING PLANS EXAMINER | | CITY OF WEST PALM BEACH | | 561-805-6711 | | [email protected] | | |
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