 |
Plan Review Details - Permit 14050097
Plan Review Stops For Permit 14050097 |
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
4 |
Status |
P |
Date |
2014-09-22 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-09-22 |
Time |
12:31 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-09-20 |
Time |
11:45 |
Sent To |
|
|
Notes |
2014-09-22 12:07:17 | BUILDING PLAN REVIEW | | PERMIT: 14050097 | | ADD: 8100 IBIS BLVD | | CONT:THE WEITZ CO. | | TEL: (561)686-5511 | | | | 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. | | | | 2010 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. | | | | 4TH REVIEW | | DATE: MON. SEPT. 22/ 2014 | | | | ACTION: BUILDING PROVISO | | BUILDING APPROVED WITH EXCEPTION! | | THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO | | CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO | | INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE | | ASSESSMENT OF RE-INSPECTION FEE(S). | | | | 1) THE CONTRACTOR HAVE ELECTED TO SUBMIT THE PRODUCT | | APPROVALS AFTER PERMIT ISSUANCE. THESE ITEMS WILL BE | | CONSIDERED A NO FEE DEFERRED SUBMITTAL PER 2010 WEST | | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, | | CHAPTER 1 107.3.4.2. | | | | 1A) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, | | 1609.6.4.41 COMPONENTS & CLADDING. 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 | | | | 1B) 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] | | |
|
|
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
3 |
Status |
F |
Date |
2014-08-25 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-08-25 |
Time |
14:47 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-08-25 |
Time |
10:46 |
Sent To |
|
|
Notes |
2014-08-25 12:18:18 | BUILDING PLAN REVIEW | | PERMIT: 14050097 | | ADD: 8100 IBIS BLVD | | CONT:THE WEITZ CO. | | TEL: (561)686-5511 | | | | 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. | | | | 2010 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. | | | | 3RD REVIEW | | DATE: MON. AUG.25/ 2014 | | ACTION: DENIED | | | | 1) COMPLIED. | | | | 1A) COMPLIED. | | | | 1B) 3RD REQUEST. SEMI-COMPLIED. G1-101 DINING ROOM 131 | | INDICATES A OCCUPANCY LOAD OF 67 TRAVELING THROUGH THE | | EXTERIOR DOUBLE DOORS. WHEN FIGURING THE OCCUPANCY LOAD | | AT 15 SQ FT / OCC WITHOUT THE BAR THE LOAD IS APPROX. | | 60 OCCUPANTS WHICH WILL REQUIRE A 2ND EXIT. 2010 FBC-B | | 1008.1.2. | | THE PLANS NOW SHOW THE 2ND MEANS OF EGRESS THROUGH THE | | DINING ROOM # 130 INTO VESTIBULE 127 AND A TWO WAY EXIT | | DIRECTIONAL INTO CORRIDOR 128 WHICH LEADS BACK TO THE | | FRONT ENTRY. THERE IS NO REMOTNESS BETWEEN THE (2) | | FRONT ENTRY DOORS. | | | | THE OTHER ISSUE IS WHERE THE VESTIBULE 127 LEADS YOU TO | | CORRIDOR # 128 WITH THE DOUBLE DIRECTIONAL SIGN IF YOU | | MAKE A RIGHT HAND TURN THERE IS A OCCUPANT LOAD | | DIRECTIONAL ARROW (OCC LOAD 48) POINTING TO THE FRONT | | OF THE BUILDING IF THIS WAS A DOUBLE ARROWED ALLOWING | | THE OCCUPANTS FROM THE VESTIBULE TO TRAVEL UP CORRIDOR | | 128 MAKE A LEFT INTO COORIDOR 190 WHICH DOES GO TO THE | | EXTERIOR OF THE BUILDING. YOU WOULD HAVE TO STILL MEET | | THE MAXIMUM TRAVEL DISTANCE OF 250 FT. IF BOTH OF THE | | FRONT ENTRY WERE LOST BECAUSE OF FIRE YOU WOULD STILL | | BE ABLE TO USE THIS OTHER EXIT. 1015.2.2 THREE OR MORE | | EXIT ACCESS DOORWAYS. | | | | 1C) COMPLIED. | | | | 1D) 3RD REQUEST. IN BOTH THE CULTURAL CLASS # 125 & THE | | TRAINING ROOM # 169 ARE BOTH TAKEN AT 20 SQ FT/ OCC. | | THE 20 SQ FT IS TAKEN WITH AN EDUCATIONAL SETTING | | KINDERGADEN -12TH GRADE. FOR ADULT EDUCATION IN | | COLLEGES IT IS CONSIDERED BUSINESS OCCUPANCY. THIS IS A | | MULTI-PURPOSE ROOM WHERE AN ASSEMBLY OCCUPANCY CAN BE | | TAKEN AT 15 SQ FT/ OCCUPANT. 2010 FBC-B TABLE 1004.1.1. | | | | WHERE ARE DIFFERENCES WITHIN THE CODES THE MORE | | STRINGENT OF THE CODES WOULD BE WHAT WE USE. 2010 WEST | | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, | | CHAPTER 1, ADMINISTRATION, 102.1 GENERAL. WHERE, IN ANY | | SPECIFIC CASE, DIFFERENT SECTIONS OF THIS CODE SPECIFY | | DIFFERENT MATERIALS, METHODS OF CONSTRUCTION OR OTHER | | REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE | | THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT AND A | | SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE | | APPLICABLE. | | | | 2) SHEET AE105: | | | | 2A) COMPLIED. | | | | 2B) COMPLIED. 1016.1 EXC# 3. | | | | 3) COMPLIED, DO NOT COMBINE RESTROOMS FOR COUNT OF 6 OR | | MORE. | | | | 4)COMPLIED. | | | | 5) COMPLIED, SPOKE WITH ENGINEER, SHOWED ME WHICH SHEET | | THEY WERE LOCATED. | | | | | | 6) 3RD REQUEST. 2010 FBC-B 1609.1.2 PROTECTION OF | | OPENINGS, 1609.6.4.41 COMPONENTS & CLADDING | | 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 | | | | PLEASE BE AWARE WHEN GIVEN WRITTEN DOCUMENTATION WHEN | | THE WIND PRESSURES ARE CORRECT, THE PRODUCT APPROVALS | | CAN BE A DEFERRED SUBMITTAL 107.3.4.2. | | | | 7) 3RD REQUEST. CAN BE A DEFERRED SUBMITTAL 107.3.4.2. | | 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.. | | | | 8) COMPLIED. | | | | 9) THANK YOU FOR NARRATIVE. | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | |
|
|
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
F |
Date |
2014-08-01 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-08-01 |
Time |
06:45 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-08-01 |
Time |
05:51 |
Sent To |
|
|
Notes |
2014-08-01 06:45:15 | BUILDING PLAN REVIEW | | PERMIT: 14050097 | | ADD: 8100 IBIS BLVD | | CONT:THE WEITZ CO. | | TEL: (561)686-5511 | | | | 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. | | | | 2010 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. | | | | NOTICE TO DESIGNER OF RECORD. THERE WERE NO CHANGES | | MADE TO THE PLANS. THERE ARE NO REVISION NUMBERS ON ANY | | OF THE SHEETS INDICATING WHERE CORRCTIONS WERE MADE TO | | THE PLANS NOR THROUGH PROJECT DOX DOES VERSION 2 EXIT | | SHOWING CORRECTIONS WERE MADE. | | | | IGNORED!!! 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. | | | | NOTICE TO THE DESIGNER OF RECORD!!!! 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 THREE OR MORE TIMES | | FOR REPEATED FAILURE TO CORRECT A CODE VIOLATION. | | | | 2ND REVIEW | | DATE: FRI. AUG. 01/ 2014 | | ACTION: DENIED | | | | 1) 2ND REQUEST. NOTE SHEET G-1 101 LIFE SAFETY SHEET | | LOWER LEVEL UNDERTHE HEADING USE & OCCUPANCY INDICATES | | THE KITCHEN AS 200 GROSS, THE FIRE COMMENT STATES THAT | | UNDER THE FIRE CODES THEY USE 100 SF/ OCCUPANT. WHEN | | THERE IS A DIFFERENCE IN CODES, THE MOST RESTRICTIVE | | SHALL APPLY. 2010 WEST PALM BEACH AMENDMENTS TO THE | | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION 102.1. | | | | 1A) 2ND REQUEST. THE BUILDING CODE ANALYSIS FOUND ON | | G-1-101 DOES NOT INDICATE IF THE OCCUPANCIES ARE | | DESIGNED AS SEPARATED OR NON-SEPARATED? | | 2010 FBC-B 508.3 OR 508.4. | | | | 1B) 2ND REQUEST. G1-101 DINING ROOM 131 INDICATES A | | OCCUPANCY LOAD OF 67 TRAVELING THROUGH THE EXTERIOR | | DOUBLE DOORS. WHEN FIGURING THE OCCUPANCY LOAD AT 15 SQ | | FT / OCC WITHOUT THE BAR THE LOAD IS APPROX. 60 | | OCCUPANTS WHICH WILL REQUIRE A 2ND EXIT. 2010 FBC-B | | 1008.1.2. | | PLEASE ALSO UPDATE THE AMOUNT OF OCCUPANTS THAT WILL BE | | TRAVELING THROUGH THE EXTERIOR DOUBLE DOORS. | | | | 1C) 2ND REQUEST. G1-101 CARD ROOM 185 HAS (2) EXIT | | DOORS THAT CONVERGE INTO A SINGLE MEANS OF EGRESS, | | THERE IS NO 2 SEPARATE MEANS OF EGRESS FROM THIS ROOM. | | A CONVERGING MENAS OF EGRESS. | | | | 1D) 2ND REQUEST. IN BOTH THE CULTURAL CLASS # 125 & THE | | TRAINING ROOM # 169 ARE BOTH TAKEN AT 20 SQ FT/ OCC. | | THE 20 SQ FT IS TAKEN WITH AN EDUCATIONAL SETTING | | KINDERGADEN -12TH GRADE. FOR ADULT EDUCATION IN | | COLLEGES IT IS CONSIDERED BUSINESS OCCUPANCY. THIS IS A | | MULTI-PURPOSE ROOM WHERE A NASSEMBLY OCCUPANCY CAN BE | | TAKEN AT 15 SQ FT/ OCCUPANT. 2010 FBC-B TABLE 1004.1.1. | | | | 2) SHEET AE105: | | | | 2A) 2ND REQUEST. MEETING ROOMS 225 A& B BOTH INDICATE | | THE USE OF A NANAWALL SYSTEM, PLEASE PROVIDE THE | | MANUFACTURERS SPECIFICATION AS TO HOW THIS SYSTEM WILL | | FOLD BACK AND NOT PROJECT INTO THE EXIT ACCESS CORRIDOR | | MORETHAN (7INCHES). 2010 FBC-B 1008.1.9.11 | | DURING ITS SWING, ANY DOOR IN A MEANS OF EGRESS SHALL | | LEAVE UNOBSTRUCTED AT LEAST ONE HALF OF THE REQUIRED | | WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY, OR LANDING, | | NOR PROJECT MORE THAN 7 INCHES (178 MM) INTO THE | | REQUIRED WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY OR | | LANDING, WHEN FULLY OPEN. | | | | 2B) 2ND REQUEST. THE MONUMENTAL STAIR # 209 INDICATES | | SEE DETAIL #5/ AE.402 THIS DETAIL DIRECTS YOU TO DETAIL | | # 1/ A320 THIS IS A ELEVATION CUT SECTION THROUGH THE | | MONUMENTAL STAIR. PLEASE SEE 2010 FBC-B SECTION 708.2 | | EXCEPTION 2.1 THAT REQUIRES A DRAFT CURTAIN AND CLOSELY | | SPACED SPRINKLERS IN ACCORDANCE WITH NFPA 13. | | | | 3) 2ND REQUEST. AE401 PLEASE REVIEW THE 2010 | | FBC-ACCESSIBILITY CODE SECTION 213.3.1 TOILET | | COMPARTMENTS. | | WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST ONE | | TOILET COMPARTMENT SHALL COMPLY WITH 604.8.1. IN | | ADDITION TO THE COMPARTMENT REQUIRED TO COMPLY WITH | | 604.8.1, AT LEAST ONE COMPARTMENT SHALL COMPLY WITH | | 604.8.2 WHERE SIX OR MORE TOILET COMPARTMENTS ARE | | PROVIDED, OR WHERE THE COMBINATION OF URINALS AND WATER | | CLOSETS TOTALS SIX OR MORE FIXTURES. | | 604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. | | 604.8.2.1 SIZE. | | AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A DEPTH | | OF 60 INCHES (1525 MM) MINIMUM AND A WIDTH OF 35 INCHES | | (890 MM) MINIMUM AND 37 INCHES (940 MM) MAXIMUM. | | | | 604.8.2.2 DOORS. | | 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. | | | | 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. | | | | 4) 2ND REQUEST. SHEET AE501: | | 4A) DRINKING FOUNTAINS MUST COMPLY WITH 2 HEIGHTS: 2010 | | FL ACC CODE 211.2 MINIMUM NUMBER. | | NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. | | ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH | | 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH | | 602.7. | | | | 4B) 2ND REQUEST. THE GRAB BAR RANGE IS THE SAME BUT THE | | HEIGHT OF THE GRAB BAR IS NO LONGER TO THE CENTERLINE | | OF THE GRAB BAR BUT TO TOP OF THE GRIPPING SURFACE SEE | | 2010 FL ACC CODE 609.4. | | | | 5) COMPLIED, SPOKE WITH ENGINEER, SHOWED ME WHICH SHEET | | THEY WERE LOCATED. | | | | | | 6) 2ND REQUEST. 2010 FBC-B 1609.1.2 PROTECTION OF | | OPENINGS, 1609.6.4.41 COMPONENTS & CLADDING | | 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 | | | | 7) 2ND REQUEST. 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.. | | | | 8) 2ND REQUEST. THE PLANS INDICATE THIS IS A TYPE IIIA | | BUILDING, PLEASE PROVIDE HOW COMPLIANCE WITH 2010 FBC-B | | TABLE 601 FIRE RATINGS WILL BE ACHIEVED. | | | | 9) 2ND REQUEST. WHEN RESUBMITTING PLANS PLEASE INDICATE | | THE REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. | | A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW | | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION | | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE | | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR | | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | |
|
|
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2014-07-12 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-07-12 |
Time |
15:37 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-07-01 |
Time |
14:14 |
Sent To |
|
|
Notes |
2014-07-05 12:43:32 | BUILDING PLAN REVIEW | | PERMIT: 14050097 | | ADD: 8100 IBIS BLVD | | CONT:THE WEITZ CO. | | TEL: (561)686-5511 | | | | 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. | | | | 2010 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: SAT. JULY 12/ 2014 | | ACTION: DENIED | | | | 1) NOTE SHEET G-1 101 LIFE SAFETY SHEET LOWER LEVEL | | UNDERTHE HEADING USE & OCCUPANCY INDICATES THE KITCHEN | | AS 200 GROSS, THE FIRE COMMENT STATES THAT UNDER THE | | FIRE CODES THEY USE 100 SF/ OCCUPANT. WHEN THERE IS A | | DIFFERENCE IN CODES, THE MOST RESTRICTIVE SHALL APPLY. | | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING | | CODE, CHAPTER 1, ADMINISTRATION 102.1. | | | | 1A) THE BUILDING CODE ANALYSIS FOUND ON G-1-101 DOES | | NOT INDICATE IF THE OCCUPANCIES ARE DESIGNED AS | | SEPARATED OR NON-SEPARATED? | | 2010 FBC-B 508.3 OR 508.4. | | | | 1B) G1-101 DINING ROOM 131 INDICATES A OCCUPANCY LOAD | | OF 67 TRAVELING THROUGH THE EXTERIOR DOUBLE DOORS. WHEN | | FIGURING THE OCCUPANCY LOAD AT 15 SQ FT / OCC WITHOUT | | THE BAR THE LOAD IS APPROX. 60 OCCUPANTS WHICH WILL | | REQUIRE A 2ND EXIT. 2010 FBC-B 1008.1.2. | | PLEASE ALSO UPDATE THE AMOUNT OF OCCUPANTS THAT WILL BE | | TRAVELING THROUGH THE EXTERIOR DOUBLE DOORS. | | | | 1C) G1-101 CARD ROOM 185 HAS (2) EXIT DOORS THAT | | CONVERGE INTO A SINGLE MEANS OF EGRESS, THERE IS NO 2 | | SEPARATE MEANS OF EGRESS FROM THIS ROOM. A CONVERGING | | MENAS OF EGRESS. | | | | 1D) IN BOTH THE CULTURAL CLASS # 125 & THE TRAINING | | ROOM # 169 ARE BOTH TAKEN AT 20 SQ FT/ OCC. THE 20 SQ | | FT IS TAKEN WITH AN EDUCATIONAL SETTING KINDERGADEN | | -12TH GRADE. FOR ADULT EDUCATION IN COLLEGES IT IS | | CONSIDERED BUSINESS OCCUPANCY. THIS IS A MULTI-PURPOSE | | ROOM WHERE A NASSEMBLY OCCUPANCY CAN BE TAKEN AT 15 SQ | | FT/ OCCUPANT. 2010 FBC-B TABLE 1004.1.1. | | | | 2) SHEET AE105: | | | | 2A) MEETING ROOMS 225 A& B BOTH INDICATE THE USE OF A | | NANAWALL SYSTEM, PLEASE PROVIDE THE MANUFACTURERS | | SPECIFICATION AS TO HOW THIS SYSTEM WILL FOLD BACK AND | | NOT PROJECT INTO THE EXIT ACCESS CORRIDOR MORETHAN | | (7INCHES). 2010 FBC-B 1008.1.9.11 | | DURING ITS SWING, ANY DOOR IN A MEANS OF EGRESS SHALL | | LEAVE UNOBSTRUCTED AT LEAST ONE HALF OF THE REQUIRED | | WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY, OR LANDING, | | NOR PROJECT MORE THAN 7 INCHES (178 MM) INTO THE | | REQUIRED WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY OR | | LANDING, WHEN FULLY OPEN. | | | | 2B) THE MONUMENTAL STAIR # 209 INDICATES SEE DETAIL #5/ | | AE.402 THIS DETAIL DIRECTS YOU TO DETAIL # 1/ A320 THIS | | IS A ELEVATION CUT SECTION THROUGH THE MONUMENTAL | | STAIR. PLEASE SEE 2010 FBC-B SECTION 708.2 EXCEPTION | | 2.1 THAT REQUIRES A DRAFT CURTAIN AND CLOSELY SPACED | | SPRINKLERS IN ACCORDANCE WITH NFPA 13. | | | | 3) AE401 PLEASE REVIEW THE 2010 FBC-ACCESSIBILITY CODE | | SECTION 213.3.1 TOILET COMPARTMENTS. | | WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST ONE | | TOILET COMPARTMENT SHALL COMPLY WITH 604.8.1. IN | | ADDITION TO THE COMPARTMENT REQUIRED TO COMPLY WITH | | 604.8.1, AT LEAST ONE COMPARTMENT SHALL COMPLY WITH | | 604.8.2 WHERE SIX OR MORE TOILET COMPARTMENTS ARE | | PROVIDED, OR WHERE THE COMBINATION OF URINALS AND WATER | | CLOSETS TOTALS SIX OR MORE FIXTURES. | | 604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. | | 604.8.2.1 SIZE. | | AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A DEPTH | | OF 60 INCHES (1525 MM) MINIMUM AND A WIDTH OF 35 INCHES | | (890 MM) MINIMUM AND 37 INCHES (940 MM) MAXIMUM. | | | | 604.8.2.2 DOORS. | | 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. | | | | 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. | | | | 4) SHEET AE501: | | 4A) DRINKING FOUNTAINS MUST COMPLY WITH 2 HEIGHTS: 2010 | | FL ACC CODE 211.2 MINIMUM NUMBER. | | NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. | | ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH | | 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH | | 602.7. | | | | 4B) THE GRAB BAR RANGE IS THE SAME BUT THE HEIGHT OF | | THE GRAB BAR IS NO LONGER TO THE CENTERLINE OF THE GRAB | | BAR BUT TO TOP OF THE GRIPPING SURFACE SEE 2010 FL ACC | | CODE 609.4. | | | | 5) THE STRUCTURAL SHEETS PROVIDE THE PRESSURES FOR THE | | ROOF IN VULT & VASD BUT THERE ARE NO PRESSURES GIVEN | | FOR THE WALL OPENINGS INTERIOR WALL ZONE 4 NOR THE | | CORNER WALL ZONE # 5. 2010 FBC-B 1609.6 .2010 FBC-B | | 1609.1.1 DETERMINATION OF WIND DESIGN- CHAPTER 6 OF | | ASCE 7-10. | | 1609.3 BASIC WIND SPEED FIGURE 1609.A-C | | 1609.3 WIND SPEED CONVERSION | | 5.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN | | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 | | | | 5.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. | | | | 5.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN | | ACCORDANCE WITH 1609.4 & ASCE 7-10 | | | | 5.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * | | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. | | | | 5.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE | | TABLE 1609.2(2) . | | | | | | | | 6) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, | | 1609.6.4.41 COMPONENTS & CLADDING | | 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 | | | | 7) 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.. | | | | 8) THE PLANS INDICATE THIS IS A TYPE IIIA BUILDING, | | PLEASE PROVIDE HOW COMPLIANCE WITH 2010 FBC-B TABLE 601 | | FIRE RATINGS WILL BE ACHIEVED. | | | | 9) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION | | & REMOVE & REPLACE ANY PAGES AS NECESSARY. A | | TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT | | NUMBER, WITH A DESCRIPTION OF THE REVISION MADE, | | IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE | | CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT. | | THANK YOU FOR YOUR ANTICIPATED COOPERATION. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | |
|
|
Review Stop |
E |
ELECTRICAL |
Rev No |
3 |
Status |
P |
Date |
2014-09-22 |
|
|
Cont ID |
|
Sent By |
dhayes |
Date |
2014-09-22 |
Time |
10:34 |
Rev Time |
0.00 |
Received By |
dhayes |
Date |
2014-09-22 |
Time |
10:34 |
Sent To |
|
|
Notes |
2014-09-22 10:38:53 | DATE: 9/22/2014 | | PROJECT: IBIS | | PERMIT#: 14050097 | | CODE: 2008 EDITION OF THE NEC | | 2010 EDITION OF THE FBC | | 2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1, | | ADMINISTRATION, 2012 FBC SUPPLEMENTS. | | | | 3RD ELECTRICAL PLAN REVIEW | | ACTION: PROVISO | | | | 1) SHEET EL103 | | TERRACE AND STAIRS. LIGHTING CONTROL REQUIRED FOR | | EXTERIOR LIGHTING. FBC 505.2.4 | | | | 2) SHEET EP104 | | 214-BAR TERRACE. FLUSH CEILING OUTLETS TO HAVE GFCI | | PROTECTION. | | 212-BAR LOUNGE. PROVIDE MANUFACTURER?S PRODUCT | | SPECIFICATIONS ON FLOOR BOXES. FLOOR BOXES SHALL BE | | APPROVED TO MAINTAIN THE FIRE RATED INTEGRITY OF THE | | FLOOR. | | | | 3) SHEET EP401 | | 207- STORAGE RM. THIS IS ELECTRICAL EQUIPMENT ROOM. | | THERE SHALL BE NO STORAGE ALLOWED AND SHALL BE | | IDENTIFIED WITH A SIGN STATING ?ELECTRIC ROOM. NO | | STORAGE ALLOWED? MAINTAIN WORKING CLEARANCE AND | | DEDICATED WORKING SPACE. NEC 110.26 | | | | 4) SHEET EP501 | | A) INDICATE HOW THE CLUBHOUSE GROUNDING ELECTRODE | | SYSTEM TIES TO MDP BARN GROUNDING ELECTRODE SYSTEM. | | NOTE 3 THIS SHEET STATES TO BOND PANEL IT1 GROUND TO | | CLUBHOUSE GROUNDING ELECTRODE SYSTEM. THIS WOULD CREATE | | A DIFFERENCE OF POTENTIAL BETWEEN THE BARN AND | | CLUBHOUSE SYSTEMS. | | B) THE ATS AT THE NEW GENERATOR IS IDENTIFIED AS A | | 4POLE ATS. I BELIEVE THIS IS MIS-LABELED AND THE INTENT | | IS FOR A STANDARD 3 POSITION ATS WITH A SOLID NEUTRAL | | FOR STANDARD OPTIONAL STANDBY SYSTEM AS ALSO NOTED THIS | | SHEET. | | | | 5) SHEET ES101 | | SEPARATE PERMIT APPLICATIONS ACCOMPANIED BY | | MANUFACTURERS EQUIPMENT SUBMITTALS, AND SHOP DRAWINGS | | ARE REQUIRED FOR SITE LIGHTING, GENERATOR, FIRE ALARM, | | SECURITY, CCTV, NETWORK, DATA/COM, AUDIO, VIDEO, AND | | SIGNAGE. | | | | DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421, | | 561-805-6717 OR [email protected] |
|
|
Review Stop |
E |
ELECTRICAL |
Rev No |
2 |
Status |
P |
Date |
2014-09-12 |
|
|
Cont ID |
|
Sent By |
dhayes |
Date |
2014-09-12 |
Time |
15:10 |
Rev Time |
0.00 |
Received By |
dhayes |
Date |
2014-09-04 |
Time |
15:39 |
Sent To |
|
|
Notes |
2014-09-05 16:57:48 | DATE: 9/12/2014 | | PROJECT: IBIS | | PERMIT#: 14050097 | | CODE: 2008 EDITION OF THE NEC | | 2010 EDITION OF THE FBC | | 2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1, | | ADMINISTRATION, 2012 FBC SUPPLEMENTS. | | | | 1ST ELECTRICAL PLAN REVIEW | | ACTION: PROVISO | | | | 1) SHEET EL103 | | TERRACE AND STAIRS. LIGHTING CONTROL REQUIRED FOR | | EXTERIOR LIGHTING. FBC 505.2.4 | | | | 2) SHEET EP104 | | 214-BAR TERRACE. FLUSH CEILING OUTLETS TO HAVE GFCI | | PROTECTION. | | 212-BAR LOUNGE. PROVIDE MANUFACTURER?S PRODUCT | | SPECIFICATIONS ON FLOOR BOXES. FLOOR BOXES SHALL BE | | APPROVED TO MAINTAIN THE FIRE RATED INTEGRITY OF THE | | FLOOR. | | | | 3) SHEET EP401 | | 207- STORAGE RM. THIS IS ELECTRICAL EQUIPMENT ROOM. | | THERE SHALL BE NO STORAGE ALLOWED AND SHALL BE | | IDENTIFIED WITH A SIGN STATING ?ELECTRIC ROOM. NO | | STORAGE ALLOWED? MAINTAIN WORKING CLEARANCE AND | | DEDICATED WORKING SPACE. NEC 110.26 | | | | 4) SHEET EP501 | | A) INDICATE HOW THE CLUBHOUSE GROUNDING ELECTRODE | | SYSTEM TIES TO MDP BARN GROUNDING ELECTRODE SYSTEM. | | NOTE 3 THIS SHEET STATES TO BOND PANEL IT1 GROUND TO | | CLUBHOUSE GROUNDING ELECTRODE SYSTEM. THIS WOULD CREATE | | A DIFFERENCE OF POTENTIAL BETWEEN THE BARN AND | | CLUBHOUSE SYSTEMS. | | B) PROVIDE A NOTE AND ADD A SYMBOL TO THE SYMBOLS | | LEGEND FOR THE REMOTE SHUNT TRIP STATIONS TO ACTIVATE | | SHUNT TRIP MAIN BREAKERS SD 1 OF 4 AND SD 2 OF 4. | | C) INDICATE THE TYPE AND LOCATIONS FOR THE REMOTE SHUNT | | TRIP STATIONS NEXT TO THE EXISTING CHILLER PANEL SD 3 | | OF 4 AND SD 4 OF 4. | | D) PROVIDE A NOTE ADDING A SIGN AT THE EXISTING CHILLER | | PANEL IDENTIFYING THE REMOTE SHUNT TRIP STATIONS AS | | TRIP UNITS FOR ADDITIONAL SERVICE ENTRANCE MAIN | | DISCONNECTS LOCATED IN ELECTRICAL ROOM 150 IN MDPA AND | | MDPB | | E) THE ATS AT THE NEW GENERATOR IS IDENTIFIED AS A | | 4POLE ATS. I BELIEVE THIS IS MIS-LABELED AND THE INTENT | | IS FOR A STANDARD 3 POSITION ATS WITH A SOLID NEUTRAL | | FOR STANDARD OPTIONAL STANDBY SYSTEM AS ALSO NOTED THIS | | SHEET. | | | | 5) SHEET ES101 | | SEPARATE PERMIT APPLICATIONS ACCOMPANIED BY | | MANUFACTURERS EQUIPMENT SUBMITTALS, AND SHOP DRAWINGS | | ARE REQUIRED FOR SITE LIGHTING, GENERATOR, FIRE ALARM, | | SECURITY, CCTV, NETWORK, DATA/COM, AUDIO, VIDEO, AND | | SIGNAGE. | | | | DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421, | | 561-805-6717 OR [email protected] |
|
|
Review Stop |
E |
ELECTRICAL |
Rev No |
1 |
Status |
P |
Date |
2014-07-25 |
|
|
Cont ID |
|
Sent By |
dhayes |
Date |
2014-07-25 |
Time |
15:42 |
Rev Time |
0.00 |
Received By |
dhayes |
Date |
2014-07-23 |
Time |
16:36 |
Sent To |
|
|
Notes |
|
|
Review Stop |
ENG |
ENGINEERING CSD |
Rev No |
2 |
Status |
N |
Date |
2014-08-25 |
|
|
Cont ID |
|
Sent By |
Mgonzale |
Date |
2014-08-25 |
Time |
|
Rev Time |
0.00 |
Received By |
|
Date |
2014-08-25 |
Time |
|
Sent To |
Z |
|
Notes |
2014-08-25 09:55:02 | IMPROVEMENTS ARE PRIVATE. |
|
|
Review Stop |
ENG |
ENGINEERING CSD |
Rev No |
1 |
Status |
P |
Date |
2014-07-08 |
|
|
Cont ID |
|
Sent By |
Mgonzale |
Date |
2014-07-08 |
Time |
|
Rev Time |
1.00 |
Received By |
mgonzale |
Date |
2014-07-08 |
Time |
|
Sent To |
Z |
|
Notes |
|
|
Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
4 |
Status |
P |
Date |
2014-09-24 |
|
|
Cont ID |
|
Sent By |
wjolin |
Date |
2014-09-24 |
Time |
09:11 |
Rev Time |
0.00 |
Received By |
wjolin |
Date |
2014-09-24 |
Time |
07:41 |
Sent To |
|
|
Notes |
2014-09-24 08:20:01 | 8100 (8225) IBIS BOULEVARD | | PERMIT #14050097 | | REVIEW COMMENTS - FIRE DEPARTMENT | | | | *****PROVISO - SUBMIT REVISION***** | | | | SHEET GI101: PROVIDE EXIT SIGNAGE ABOVE THE SECONDARY | | EXIT ACCESS DOOR IN CULTURE CLASS #125. | | | | SHEET GI101: PROVIDE ADDITIONAL EXIT SIGNAGE IN WOMENS' | | LOCKER ROOM/RESTROOM #106 CORRIDOR ROUTING OCCUPANTS TO | | THE SECONDARY EXIT LOCATED IN LOUNGE #110. | | | | SEVERAL ARCHITECTURAL AND MEPF DRAWINGS HAVE AN OLDER | | FLOOR PLAN (SHEET AE101, AE102, EL101 JUST TO NAME A | | FEW) THAT NEEDS TO BE UPDATED TO MATCH THE LIFE SAFETY | | FLOOR PLAN SHOWN ON SHEET GI101. ALSO ELECTRICAL EXIT | | SIGN LOCATIONS NEED TO BE UPDATED TO MATCH LIFE SAFETY | | EXIT STRATEGY SHOWN ON SHEET GI101. | | | | WESLEY JOLIN | | ASSISTANT FIRE MARSHAL | | WEST PALM BEACH FIRE RESCUE | | [email protected] | | (561) 805-6730 |
|
|
Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
3 |
Status |
F |
Date |
2014-09-04 |
|
|
Cont ID |
|
Sent By |
wjolin |
Date |
2014-09-04 |
Time |
13:42 |
Rev Time |
0.00 |
Received By |
wjolin |
Date |
2014-09-02 |
Time |
08:38 |
Sent To |
|
|
Notes |
2014-09-03 16:05:40 | 8100 (8225) IBIS BOULEVARD | | PERMIT #14050097 | | REVIEW COMMENTS - FIRE DEPARTMENT | | | | FOR THE ORIGINAL COMMENTS (X3) I OFFER THE FOLLOWING | | RESPONSE AND POSSIBLE SOLUTION: | | A MONUMENTAL STAIR/CONVENIENCE OPENING IS REQUIRED TO | | BE SEPARATED FROM CORRIDORS ON EITHER FLOOR LEVEL PER | | SECTION 8.6.8.2(3). THE OPENING IS NOT SEPARATED FROM | | THE CORRIDORS (GALLERY #224 & #252). ADDITIONALLY, EXIT | | SIGNAGE HAS BEEN ADDED IN ELEVATOR LOBBY #104 ROUTING | | OCCUPANTS THROUGH THE CONVENIENCE OPENING, PASSED THE | | OPEN STAIR, INTO A MERCANTILE OCCUPANCY (GOLF SHOP). | | PER SECTION 8.6.8.2(5), OPENINGS ARE NOT PERMITTED BE | | PART OF THE MEANS OF EGRESS (IN THIS CASE EXIT ACCESS). | | WHILE OCCUPANTS DO NOT NEED TO TRAVERSE THE OPEN STAIR | | FOR EGRESS PURPOSES, THEY WILL, ESPECIALLY WHEN FACED | | WITH A STRESSFUL SITUATION. SINCE THIS STAIR IS OPEN ON | | TOP AND ENCLOSED ON BOTTOM, A FIRE SITUATION COULD | | RESULT IN "COLD SMOKE" ACCUMULATION IN THIS STAIR...THE | | SAME STAIR OCCUPANTS ARE BEING DIRECTED TO FOR EXIT | | ACCESS. NO DOOR TAG PROVIDED FOR DOUBLE EXIT ACCESS | | DOORS LOCATED BETWEEN MONUMENTAL STAIR #111 AND GOLF | | SHOP. PROVIDING EXIT ACCESS THROUGH THESE DOORS WOULD | | APPEAR TO CAUSE A CONFLICT WITH TRYING TO SECURE/LOCK | | THESE DOORS FROM THE GOLF SHOP SIDE TO PREVENT THEFT. | | | | A POSSIBLE SOLUTION WOULD BE TO RELOCATE THE BOTTOM | | STAIR ENCLOSURE AND DOOR TO COLUMN INTERSECTION | | F/10-11. THIS WAY THE OPENING WOULD BE SEPARATED FROM | | THE CORRIDOR, AND OCCUPANTS WOULDN'T GET ENTICED INTO | | USING THE OPEN STAIR FOR EGRESS. THE ONLY ISSUE WOULD | | BE INSTALLING PASSAGE DOOR HARDWARE ON THE EXIT ACCESS | | DOORS LEADING THROUGH THE GOLF SHOP. | | | | ORIGINAL COMMENTS: | | SHEET AE104: MONUMENTAL STAIR #209 APPEARS TO BE | | FUNCTIONING AS A "CONVENIENCE OPENING" PER NFPA 101 | | SECTION 8.6.8; HOWEVER, REQUIREMENT #3 REQUIRES THAT | | SUCH OPENINGS SHALL BE SEPARATED FROM CORRIDORS. | | | | SHEET AE101: CULTURAL CLASS #125 (71 PERSONS) HAS TWO | | EXIT ACCESS DOORS THAT HAVE APPROPRIATE SEPARATION; | | HOWEVER, BOTH DOORS LEAD TO THE SAME CORRIDOR GALLERY | | #102 WHEREBY ONE FIRE EVENT COULD COMPROMISE BOTH | | DOORS. PER SECTION 12.2.5.1.2 THE COMMON PATH OF TRAVEL | | IS LIMITED TO 75 FEET FOR 50 OR LESS OCCUPANTS AND 20 | | FEET FOR 51 OR MORE OCCUPANTS. THE EXIT ACCESS DOORS | | SHALL BE ARRANGED FOR OCCUPANTS TO HAVE ACCESS TO AT | | LEAST TWO EXITS BY SEPARATE WAYS OF TRAVEL PER SECTION | | 7.5.1.1.1. | | | | SHEET AE101: LOUNGE #110 THE COMMON PATH OF TRAVEL IS | | 135 FEET. PER SECTION 12.2.5.1.2 THE COMMON PATH OF | | TRAVEL IS LIMITED TO 75 FEET FOR 50 OR LESS OCCUPANTS | | AND 20 FEET FOR 51 OR MORE OCCUPANTS. | | | | WESLEY JOLIN | | ASSISTANT FIRE MARSHAL | | WEST PALM BEACH FIRE RESCUE | | [email protected] | | (561) 805-6730 |
|
|
Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
2 |
Status |
F |
Date |
2014-07-30 |
|
|
Cont ID |
|
Sent By |
wjolin |
Date |
2014-07-30 |
Time |
11:28 |
Rev Time |
0.00 |
Received By |
wjolin |
Date |
2014-07-30 |
Time |
11:19 |
Sent To |
|
|
Notes |
2014-07-30 11:28:23 | 8100 (8225) IBIS BOULEVARD | | PERMIT #14050097 | | REVIEW COMMENTS - FIRE DEPARTMENT | | | | SHEET GI101 & GI102 - LIFE SAFETY PLANS: INDICATE WHAT | | MEASURES WILL BE IN PLACE TO ENSURE THE ASSEMBLY AREAS | | WITHOUT SEATING (SUCH AS BAR TERRACE #214) ARE NOT | | OVERCROWDED (EXCEED 15 SQ.FT. OCCUPANT LOAD FACTOR). | | | | SHEET GI101: THE OCCUPANT LOAD FACTOR FOR KITCHEN | | SPACES SHALL BE 100 SQ.FT. PER PERSON PER TABLE | | 7.3.1.2. ALSO KITCHEN #135 ONLY HAS EXIT SIGNAGE | | LEADING TO ONE EXIT. PROVIDE SIGNAGE FOR SECONDARY | | MEANS OF EGRESS. | | | | SHEET GI101: FORMAL DINING #131 IS APPROXIMATELY 800 | | SQ.FT. USING AN OCCUPANT LOAD FACTOR OF 15 SQ.FT. PER | | PERSON, THE OCCUPANT LOAD FOR THIS ROOM WOULD BE CLOSER | | TO 54 PERSONS. ONLY 1 MEANS OF EGRESS IS PROVIDED FOR | | THIS ROOM. | | | | SHEET GI101: FORMAL DINING #130 IS APPROXIMATELY 1600 | | SQ.FT. USING AN OCCUPANT LOAD FACTOR OF 15 SQ.FT. PER | | PERSON, THE OCCUPANT LOAD FOR THIS ROOM WOULD BE CLOSER | | TO 107 PERSONS. | | | | SHEET GI101: CULTURAL CLASS #125 AND TRAINING #169 | | APPEAR TO ACTUALLY BE ASSEMBLY USE (15 SQ.FT. OCCUPANT | | LOAD FACTOR) SPACES AND NOT EDUCATIONAL (20 SQ.FT. | | OCCUPANT LOAD FACTOR) USE. EDUCATIONAL USE IS DEFINED | | AS AN OCCUPANCY USED FOR EDUCATIONAL PURPOSES THROUGH | | THE 12TH GRADE BY SIX OR MORE PERSONS FOR 4 OR MORE | | HOURS PER DAY OR MORE THAN 12 HOURS PER WEEK. | | | | SHEET GI102: THE OCCUPANT LOAD FACTOR FOR KITCHEN | | SPACES SHALL BE 100 SQ.FT. PER PERSON PER TABLE | | 7.3.1.2. | | | | SHEET GI102: KITCHEN #245 ONLY HAS EXIT SIGNAGE LEADING | | TO ONE EXIT. PROVIDE SIGNAGE FOR SECONDARY MEANS OF | | EGRESS. | | | | SHEET GI102: GRILL DINING AREA 264A/B IS APPROXIMATELY | | 3,000 SQ.FT. USING AN OCCUPANT LOAD FACTOR OF 15 SQ.FT. | | PER PERSON, THE OCCUPANT LOAD FOR THIS ROOM WOULD BE | | CLOSER TO 200 PERSONS. | | | | SHEET GI102: PROVIDE EXIT SIGNAGE LEADING TO SECONDARY | | MEANS OF EGRESS FROM LOUNGE #258 AREA. | | | | SHEET GI102: PROVIDE A SECONDARY MEANS OF EGRESS AND | | SIGNAGE FOR BAR TERRACE #214. | | | | SHEET AE101: CARD ROOM #185 (71 PERSONS) HAS TWO EXIT | | ACCESS DOORS THAT HAVE APPROPRIATE SEPARATION; HOWEVER, | | BOTH DOORS LEAD TO THE SAME CORRIDOR #186 WHEREBY ONE | | FIRE EVENT COULD COMPROMISE BOTH DOORS. PER SECTION | | 12.2.5.1.2 THE COMMON PATH OF TRAVEL IS LIMITED TO 75 | | FEET FOR 50 OR LESS OCCUPANTS AND 20 FEET FOR 51 OR | | MORE OCCUPANTS. THE EXIT ACCESS DOORS SHALL BE ARRANGED | | FOR OCCUPANTS TO HAVE ACCESS TO AT LEAST TWO EXITS BY | | SEPARATE WAYS OF TRAVEL PER SECTION 7.5.1.1.1. | | | | SHEET AE101: CULTURAL CLASS #125 (71 PERSONS) HAS TWO | | EXIT ACCESS DOORS THAT HAVE APPROPRIATE SEPARATION; | | HOWEVER, BOTH DOORS LEAD TO THE SAME CORRIDOR GALLERY | | #102 WHEREBY ONE FIRE EVENT COULD COMPROMISE BOTH | | DOORS. PER SECTION 12.2.5.1.2 THE COMMON PATH OF TRAVEL | | IS LIMITED TO 75 FEET FOR 50 OR LESS OCCUPANTS AND 20 | | FEET FOR 51 OR MORE OCCUPANTS. THE EXIT ACCESS DOORS | | SHALL BE ARRANGED FOR OCCUPANTS TO HAVE ACCESS TO AT | | LEAST TWO EXITS BY SEPARATE WAYS OF TRAVEL PER SECTION | | 7.5.1.1.1. | | | | SHEET AE101: LOUNGE #110 THE COMMON PATH OF TRAVEL IS | | 135 FEET. PER SECTION 12.2.5.1.2 THE COMMON PATH OF | | TRAVEL IS LIMITED TO 75 FEET FOR 50 OR LESS OCCUPANTS | | AND 20 FEET FOR 51 OR MORE OCCUPANTS. | | | | SHEET AE104: MONUMENTAL STAIR #209 APPEARS TO BE | | FUNCTIONING AS A "COMMUNICATING SPACE" PER NFPA 101 | | SECTION 8.6.8; HOWEVER, REQUIREMENT #3 REQUIRES THAT | | SUCH OPENINGS SHALL BE SEPARATED FROM CORRIDORS. | | | | SHEET AE105: PROVIDE PANIC HARDWARE FOR UNMARKED | | SECONDARY EXIT ACCESS DOOR IN BALLROOM #248A. | | | | SHEET AE106: BAR TERRACE #214 FEATURES A FIRE PIT. | | INDICATE IF THE FIRE PIT FLAME WILL BE OPEN OR SCREENED | | FROM OCCUPANTS. | | | | SHEET FP101: RECEIVING #142, MECHANICAL #103 AND | | STORAGE #126 NOT INDICATED AS ORDINARY HAZARD GROUP 1 | | PROTECTION. | | | | SHEET FP101: WILL THE "COVERED TERRACE" CEILING | | ADJACENT TO STAIR #4 BE PROTECTED WITH SPRINKLERS? WHAT | | ABOUT THE OTHER EXTERIOR OVERHAND CEILINGS, SUCH AS BAR | | TERRACE #214, WILL THEY BE PROTECTED? | | | | WESLEY JOLIN | | ASSISTANT FIRE MARSHAL | | WEST PALM BEACH FIRE RESCUE | | [email protected] | | (561) 805-6730 |
|
|
Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
1 |
Status |
F |
Date |
2014-06-20 |
|
|
Cont ID |
|
Sent By |
wjolin |
Date |
2014-06-20 |
Time |
16:17 |
Rev Time |
0.00 |
Received By |
wjolin |
Date |
2014-06-12 |
Time |
13:51 |
Sent To |
|
|
Notes |
2014-06-12 16:23:14 | 8100 (8225) IBIS BOULEVARD | | PERMIT #14050097 | | REVIEW COMMENTS - FIRE DEPARTMENT | | | | NOTE: SEVERAL SHEETS COULD NOT BE OPENED/REVIEWED AS | | THEY RESULTED IN A COMPUTER CRASH. | | | | SHEET GI101 & GI102 - LIFE SAFETY PLANS: INDICATE WHAT | | MEASURES WILL BE IN PLACE TO ENSURE THE ASSEMBLY AREAS | | WITHOUT SEATING (SUCH AS BAR TERRACE #214) ARE NOT | | OVERCROWDED (EXCEED 15 SQ.FT. OCCUPANT LOAD FACTOR). | | | | SHEET GI101: THE OCCUPANT LOAD FACTOR FOR KITCHEN | | SPACES SHALL BE 100 SQ.FT. PER PERSON PER TABLE | | 7.3.1.2. ALSO KITCHEN #135 ONLY HAS EXIT SIGNAGE | | LEADING TO ONE EXIT. PROVIDE SIGNAGE FOR SECONDARY | | MEANS OF EGRESS. | | | | SHEET GI101: FORMAL DINING #131 IS APPROXIMATELY 800 | | SQ.FT. USING AN OCCUPANT LOAD FACTOR OF 15 SQ.FT. PER | | PERSON, THE OCCUPANT LOAD FOR THIS ROOM WOULD BE CLOSER | | TO 54 PERSONS. ONLY 1 MEANS OF EGRESS IS PROVIDED FOR | | THIS ROOM. | | | | SHEET GI101: FORMAL DINING #130 IS APPROXIMATELY 1600 | | SQ.FT. USING AN OCCUPANT LOAD FACTOR OF 15 SQ.FT. PER | | PERSON, THE OCCUPANT LOAD FOR THIS ROOM WOULD BE CLOSER | | TO 107 PERSONS. | | | | SHEET GI101: CULTURAL CLASS #125 AND TRAINING #169 | | APPEAR TO ACTUALLY BE ASSEMBLY USE (15 SQ.FT. OCCUPANT | | LOAD FACTOR) SPACES AND NOT EDUCATIONAL (20 SQ.FT. | | OCCUPANT LOAD FACTOR) USE. EDUCATIONAL USE IS DEFINED | | AS AN OCCUPANCY USED FOR EDUCATIONAL PURPOSES THROUGH | | THE 12TH GRADE BY SIX OR MORE PERSONS FOR 4 OR MORE | | HOURS PER DAY OR MORE THAN 12 HOURS PER WEEK. | | | | SHEET GI102: THE OCCUPANT LOAD FACTOR FOR KITCHEN | | SPACES SHALL BE 100 SQ.FT. PER PERSON PER TABLE | | 7.3.1.2. | | | | SHEET GI102: KITCHEN #245 ONLY HAS EXIT SIGNAGE LEADING | | TO ONE EXIT. PROVIDE SIGNAGE FOR SECONDARY MEANS OF | | EGRESS. | | | | SHEET GI102: GRILL DINING AREA 264A/B IS APPROXIMATELY | | 3,000 SQ.FT. USING AN OCCUPANT LOAD FACTOR OF 15 SQ.FT. | | PER PERSON, THE OCCUPANT LOAD FOR THIS ROOM WOULD BE | | CLOSER TO 200 PERSONS. | | | | SHEET GI102: PROVIDE EXIT SIGNAGE LEADING TO SECONDARY | | MEANS OF EGRESS FROM LOUNGE #258 AREA. | | | | SHEET GI102: PROVIDE A SECONDARY MEANS OF EGRESS AND | | SIGNAGE FOR BAR TERRACE #214. | | | | SHEET AE101: CARD ROOM #185 (71 PERSONS) HAS TWO EXIT | | ACCESS DOORS THAT HAVE APPROPRIATE SEPARATION; HOWEVER, | | BOTH DOORS LEAD TO THE SAME CORRIDOR #186 WHEREBY ONE | | FIRE EVENT COULD COMPROMISE BOTH DOORS. PER SECTION | | 12.2.5.1.2 THE COMMON PATH OF TRAVEL IS LIMITED TO 75 | | FEET FOR 50 OR LESS OCCUPANTS AND 20 FEET FOR 51 OR | | MORE OCCUPANTS. THE EXIT ACCESS DOORS SHALL BE ARRANGED | | FOR OCCUPANTS TO HAVE ACCESS TO AT LEAST TWO EXITS BY | | SEPARATE WAYS OF TRAVEL PER SECTION 7.5.1.1.1. | | | | SHEET AE101: CULTURAL CLASS #125 (71 PERSONS) HAS TWO | | EXIT ACCESS DOORS THAT HAVE APPROPRIATE SEPARATION; | | HOWEVER, BOTH DOORS LEAD TO THE SAME CORRIDOR GALLERY | | #102 WHEREBY ONE FIRE EVENT COULD COMPROMISE BOTH | | DOORS. PER SECTION 12.2.5.1.2 THE COMMON PATH OF TRAVEL | | IS LIMITED TO 75 FEET FOR 50 OR LESS OCCUPANTS AND 20 | | FEET FOR 51 OR MORE OCCUPANTS. THE EXIT ACCESS DOORS | | SHALL BE ARRANGED FOR OCCUPANTS TO HAVE ACCESS TO AT | | LEAST TWO EXITS BY SEPARATE WAYS OF TRAVEL PER SECTION | | 7.5.1.1.1. | | | | SHEET AE101: LOUNGE #110 THE COMMON PATH OF TRAVEL IS | | 135 FEET. PER SECTION 12.2.5.1.2 THE COMMON PATH OF | | TRAVEL IS LIMITED TO 75 FEET FOR 50 OR LESS OCCUPANTS | | AND 20 FEET FOR 51 OR MORE OCCUPANTS. | | | | SHEET AE104: MONUMENTAL STAIR #209 APPEARS TO BE | | FUNCTIONING AS A "COMMUNICATING SPACE" PER NFPA 101 | | SECTION 8.6.8; HOWEVER, REQUIREMENT #3 REQUIRES THAT | | SUCH OPENINGS SHALL BE SEPARATED FROM CORRIDORS. | | | | SHEET AE105: PROVIDE PANIC HARDWARE FOR UNMARKED | | SECONDARY EXIT ACCESS DOOR IN BALLROOM #248A. | | | | SHEET AE106: BAR TERRACE #214 FEATURES A FIRE PIT. | | INDICATE IF THE FIRE PIT FLAME WILL BE OPEN OR SCREENED | | FROM OCCUPANTS. | | | | SHEET FP101: RECEIVING #142, MECHANICAL #103 AND | | STORAGE #126 NOT INDICATED AS ORDINARY HAZARD GROUP 1 | | PROTECTION. | | | | SHEET FP101: WILL THE "COVERED TERRACE" CEILING | | ADJACENT TO STAIR #4 BE PROTECTED WITH SPRINKLERS? WHAT | | ABOUT THE OTHER EXTERIOR OVERHAND CEILINGS, SUCH AS BAR | | TERRACE #214, WILL THEY BE PROTECTED? | | | | WESLEY JOLIN | | ASSISTANT FIRE MARSHAL | | WEST PALM BEACH FIRE RESCUE | | [email protected] | | (561) 805-6730 | | |
|
|
Review Stop |
G |
GAS REVIEW |
Rev No |
4 |
Status |
P |
Date |
2014-09-22 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-09-22 |
Time |
11:25 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-09-22 |
Time |
10:33 |
Sent To |
|
|
Notes |
2014-09-22 11:24:05 | FUEL GAS PLAN REVIEW | | PERMIT: 14050097 | | ADD: 8100 IBIS BLVD | | CONT:THE WEITZ CO. | | TEL: (561)686-5511 | | | | 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. | | | | 2010 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. | | | | | | 4TH REVIEW | | DATE: MON. SEPT.22/ 2014 | | | | ACTION: PROVISO | | FUEL GAS APPROVED WITH EXCEPTION! | | | | THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO | | CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO | | INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE | | ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE | | ADDITIONAL REVIEWS WITH ASSOCIATED FEES. | | | | 1) THE MANUFACTURERS SPEC SHEETS FOR THE CONSUMPTION OF | | FUEL WILL NEED TO BE SUBMITTED BEFORE THE GAS ROUGH | | INSPECTION FOR VARIFICATION OF GAS COMSUMPTION. SUBMIT | | MANUFACTURE SHEETS FOR ALL GAS EQUIPMENT TO VERIFY | | COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58, AND | | FBC-2010 FUEL GAS SEC. 402.2 | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | |
|
|
Review Stop |
G |
GAS REVIEW |
Rev No |
3 |
Status |
F |
Date |
2014-08-25 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-08-25 |
Time |
15:11 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-08-25 |
Time |
10:46 |
Sent To |
|
|
Notes |
2014-08-25 15:11:21 | FUEL GAS PLAN REVIEW | | PERMIT: 14050097 | | ADD: 8100 IBIS BLVD | | CONT:THE WEITZ CO. | | TEL: (561)686-5511 | | | | 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. | | | | 2010 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. | | | | | | 3D REVIEW | | DATE: MON. AUG. 25/ 2014 | | ACTION: DENIED | | | | SHEET P306 GAS PIPING ISOMETRIC. | | | | GAS PERMIT APPLICATION REQUIREMENTS, MISSING | | INFORMATION: | | | | | | 1. COMPLIED. | | | | 2. COMPLIED. | | | | 3.. COMPLIED. | | | | 4. 3RD REQUEST. SHOW THE DISTANCE FROM THE POINT OF | | DELIVERY, (METER), TO THE MOST REMOTE OUTLET IN THE | | BUILDING AND/OR SYSTEM PER THE FBC-2010 FUEL GAS | | APPENDIX A ? USE OF CAPACITY SECTION A.3.1(4) | | | | 2010 FBC- FUEL GAS | | A.3.1 LONGEST LENGTH METHOD. | | THIS SIZING METHOD IS CONSERVATIVE IN ITS APPROACH BY | | APPLYING THE MAXIMUM OPERATING CONDITIONS IN THE SYSTEM | | AS THE NORM FOR THE SYSTEM AND BY SETTING THE LENGTH OF | | PIPE USED TO SIZE ANY GIVEN PART OF THE PIPING SYSTEM | | TO THE MAXIMUM VALUE. | | | | TO DETERMINE THE SIZE OF EACH SECTION OF GAS PIPING IN | | A SYSTEM WITHIN THE RANGE OF THE CAPACITY TABLES, | | PROCEED AS FOLLOWS (ALSO SEE SAMPLE CALCULATIONS | | INCLUDED IN THIS APPENDIX): | | | | (1) DIVIDE THE PIPING SYSTEM INTO APPROPRIATE SEGMENTS | | CONSISTENT WITH THE PRESENCE OF TEES, BRANCH LINES AND | | MAIN RUNS. FOR EACH SEGMENT, DETERMINE THE GAS LOAD | | (ASSUMING ALL APPLIANCES OPERATE SIMULTANEOUSLY) AND | | ITS OVERALL LENGTH. AN ALLOWANCE (IN EQUIVALENT LENGTH | | OF PIPE) AS DETERMINED FROM TABLE A.2.2 SHALL BE | | CONSIDERED FOR PIPING SEGMENTS THAT INCLUDE FOUR OR | | MORE FITTINGS. | | | | (2) DETERMINE THE GAS DEMAND OF EACH APPLIANCE TO BE | | ATTACHED TO THE PIPING SYSTEM. WHERE TABLES 402.4(1) | | THROUGH 402.4(22) ARE TO BE USED TO SELECT THE PIPING | | SIZE, CALCULATE THE GAS DEMAND IN TERMS OF CUBIC FEET | | PER HOUR FOR EACH PIPING SYSTEM OUTLET . WHERE TABLES | | 402.4(23) THROUGH 402.4(35) ARE TO BE USED TO SELECT | | THE PIPING SIZE, CALCULATE THE GAS DEMAND IN TERMS OF | | THOUSANDS OF BTU PER HOUR FOR EACH PIPING SYSTEM OUTLET | | . | | | | (3) WHERE THE PIPING SYSTEM IS FOR USE WITH OTHER THAN | | UNDILUTED LIQUEFIED PETROLEUM GASES, DETERMINE THE | | DESIGN SYSTEM PRESSURE, THE ALLOWABLE LOSS IN PRESSURE | | (PRESSURE DROP), AND SPECIFIC GRAVITY OF THE GAS TO BE | | USED IN THE PIPING SYSTEM. | | | | (4) DETERMINE THE LENGTH OF PIPING FROM THE POINT OF | | DELIVERY TO THE MOST REMOTE OUTLET IN THE | | BUILDING/PIPING SYSTEM. | | | | | | | | 5. COMPLIED. | | 6. COMPLIED. | | | | 7. COMPLIED. | | | | A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW | | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION | | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE | | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR | | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | | | | | | | |
|
|
Review Stop |
G |
GAS REVIEW |
Rev No |
2 |
Status |
F |
Date |
2014-08-01 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-08-01 |
Time |
07:03 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-08-01 |
Time |
06:45 |
Sent To |
|
|
Notes |
2014-08-01 07:01:41 | FUEL GAS PLAN REVIEW | | PERMIT: 14050097 | | ADD: 8100 IBIS BLVD | | CONT:THE WEITZ CO. | | TEL: (561)686-5511 | | | | 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. | | | | 2010 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. | | | | | | 3D REVIEW | | DATE: MON. AUG. 25/ 2014 | | ACTION: DENIED | | | | SHEET P306 GAS PIPING ISOMETRIC. | | | | GAS PERMIT APPLICATION REQUIREMENTS, MISSING | | INFORMATION: | | | | | | 1. COMPLIED. | | | | 2. COMPLIED. | | | | 3.. COMPLIED. | | | | 4. 3RD REQUEST. SHOW THE DISTANCE FROM THE POINT OF | | DELIVERY, (METER), TO THE MOST REMOTE OUTLET IN THE | | BUILDING AND/OR SYSTEM PER THE FBC-2010 FUEL GAS | | APPENDIX A ? USE OF CAPACITY SECTION A.3.1(4) | | | | 2010 FBC- FUEL GAS | | A.3.1 LONGEST LENGTH METHOD. | | THIS SIZING METHOD IS CONSERVATIVE IN ITS APPROACH BY | | APPLYING THE MAXIMUM OPERATING CONDITIONS IN THE SYSTEM | | AS THE NORM FOR THE SYSTEM AND BY SETTING THE LENGTH OF | | PIPE USED TO SIZE ANY GIVEN PART OF THE PIPING SYSTEM | | TO THE MAXIMUM VALUE. | | | | TO DETERMINE THE SIZE OF EACH SECTION OF GAS PIPING IN | | A SYSTEM WITHIN THE RANGE OF THE CAPACITY TABLES, | | PROCEED AS FOLLOWS (ALSO SEE SAMPLE CALCULATIONS | | INCLUDED IN THIS APPENDIX): | | | | (1) DIVIDE THE PIPING SYSTEM INTO APPROPRIATE SEGMENTS | | CONSISTENT WITH THE PRESENCE OF TEES, BRANCH LINES AND | | MAIN RUNS. FOR EACH SEGMENT, DETERMINE THE GAS LOAD | | (ASSUMING ALL APPLIANCES OPERATE SIMULTANEOUSLY) AND | | ITS OVERALL LENGTH. AN ALLOWANCE (IN EQUIVALENT LENGTH | | OF PIPE) AS DETERMINED FROM TABLE A.2.2 SHALL BE | | CONSIDERED FOR PIPING SEGMENTS THAT INCLUDE FOUR OR | | MORE FITTINGS. | | | | (2) DETERMINE THE GAS DEMAND OF EACH APPLIANCE TO BE | | ATTACHED TO THE PIPING SYSTEM. WHERE TABLES 402.4(1) | | THROUGH 402.4(22) ARE TO BE USED TO SELECT THE PIPING | | SIZE, CALCULATE THE GAS DEMAND IN TERMS OF CUBIC FEET | | PER HOUR FOR EACH PIPING SYSTEM OUTLET . WHERE TABLES | | 402.4(23) THROUGH 402.4(35) ARE TO BE USED TO SELECT | | THE PIPING SIZE, CALCULATE THE GAS DEMAND IN TERMS OF | | THOUSANDS OF BTU PER HOUR FOR EACH PIPING SYSTEM OUTLET | | . | | | | (3) WHERE THE PIPING SYSTEM IS FOR USE WITH OTHER THAN | | UNDILUTED LIQUEFIED PETROLEUM GASES, DETERMINE THE | | DESIGN SYSTEM PRESSURE, THE ALLOWABLE LOSS IN PRESSURE | | (PRESSURE DROP), AND SPECIFIC GRAVITY OF THE GAS TO BE | | USED IN THE PIPING SYSTEM. | | | | (4) DETERMINE THE LENGTH OF PIPING FROM THE POINT OF | | DELIVERY TO THE MOST REMOTE OUTLET IN THE | | BUILDING/PIPING SYSTEM. | | | | | | | | 5. COMPLIED. | | 6. COMPLIED. | | | | 7. COMPLIED. | | | | A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW | | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION | | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE | | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR | | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | | | | | | | | | | | | | |
|
|
Review Stop |
G |
GAS REVIEW |
Rev No |
1 |
Status |
F |
Date |
2014-07-12 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-07-12 |
Time |
15:37 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-07-12 |
Time |
14:57 |
Sent To |
|
|
Notes |
2014-07-12 15:37:13 | FUEL GAS PLAN REVIEW | | PERMIT: 14050097 | | ADD: 8100 IBIS BLVD | | CONT:THE WEITZ CO. | | TEL: (561)686-5511 | | | | 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. | | | | 2010 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: SAT. JULY 12/ 2014 | | ACTION: DENIED | | | | SHEET P306 GAS PIPING ISOMETRIC. | | | | GAS PERMIT APPLICATION REQUIREMENTS, MISSING | | INFORMATION: | | | | | | 1. SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS ALL | | CUT SECTIONS OF PIPE AND CORRESPONDING LENGTHS PER | | FBC-2010 FUEL GAS. | | | | 2. SHOW TYPE OF PIPING MATERIAL BEING INSTALLED, ALL | | PIPE SIZES, AND THE EDH NUMBER OF CORRUGATED STAINLESS | | STEEL TUBING FOR EACH PIPE SIZE IF BEING USED. | | | | 3.. BTU LOAD OF EACH APPLIANCE AND THE TOTAL BTU LOAD | | ON THE SYSTEM. REFER TO THE FBC-2010 FUEL GAS SECS. | | 401.8 THRU 402.6.1 AND TABLES 402.4(1) THRU 402.4(35) | | 3A) MISSING CFH ON PK 98, PK95, PK94, PLK53 & 2 GWH (2 | | GAS HEATERS). | | | | 4. SHOW THE DISTANCE FROM THE POINT OF DELIVERY, | | (METER), TO THE MOST REMOTE OUTLET IN THE BUILDING | | AND/OR SYSTEM PER THE FBC-2010 FUEL GAS APPENDIX A ? | | USE OF CAPACITY SECTION A.3.1(4) | | | | 5. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE | | FBC-2010 FUEL GAS CODE SEC. 304 | | | | 6. INDICATE THE DELIVERY PRESSURE (PSI) PER FBC-2010 | | FUEL GAS SEC. 402.2. IF NATURAL GAS SPECIFY .5 PSI OR 2 | | PSI. PLANS INDICATE 10-14 IN W. C. OR 1/2 LB SYSTEM. | | | | 7. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE AND | | TERMINATION OF THE GAS VENTS PER FBC-2010 FUEL GAS CODE | | SEC. 502 THRU 505. | | | | 8. SUBMIT MANUFACTURE SHEETS FOR ALL GAS EQUIPMENT TO | | VERIFY COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58, AND | | FBC-2010 FUEL GAS SEC. 402.2 | | | | A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW | | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION | | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE | | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR | | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | | | | | | | | | | | | | |
|
|
Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
4 |
Status |
N |
Date |
2014-09-24 |
|
|
Cont ID |
|
Sent By |
cpuell |
Date |
2014-09-24 |
Time |
09:59 |
Rev Time |
0.00 |
Received By |
cpuell |
Date |
2014-09-16 |
Time |
15:22 |
Sent To |
|
|
Notes |
|
|
Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
3 |
Status |
N |
Date |
2014-09-12 |
|
|
Cont ID |
|
Sent By |
cpuell |
Date |
2014-09-12 |
Time |
16:52 |
Rev Time |
0.00 |
Received By |
cpuell |
Date |
2014-08-07 |
Time |
15:21 |
Sent To |
|
|
Notes |
|
|
Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
2 |
Status |
N |
Date |
2014-08-05 |
|
|
Cont ID |
|
Sent By |
skennedy |
Date |
2014-08-05 |
Time |
11:22 |
Rev Time |
0.00 |
Received By |
skennedy |
Date |
2014-07-14 |
Time |
07:55 |
Sent To |
|
|
Notes |
|
|
Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
1 |
Status |
N |
Date |
2014-07-08 |
|
|
Cont ID |
|
Sent By |
skennedy |
Date |
2014-07-08 |
Time |
12:41 |
Rev Time |
0.00 |
Received By |
skennedy |
Date |
2014-05-09 |
Time |
14:27 |
Sent To |
|
|
Notes |
2014-07-08 12:44:28 | DELETED DRAWING FILES AND REQUESTED APPLICANT UPLOAD | | PDF VERSIONS OF FILES AS THE ORIGINAL FILES COULD NOT | | BE VIEWED EFFICIENTLY. | | | | STEVEN KENNEDY | | CHIEF PLANS EXAMINER | | 561 805 6710 |
|
|
Review Stop |
IMPACT |
COUNTY IMPACT FEES |
Rev No |
3 |
Status |
N |
Date |
2014-09-29 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-09-29 |
Time |
08:26 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
|
Time |
|
Sent To |
|
|
Notes |
2014-09-29 08:26:41 | P. B. C. IMPACT FEE RECEIPT: | | TRACKING # MU-2014-014801-0000 | | REC # 2014-0707-304 | | FEES PAID: $8265.69 |
|
|
Review Stop |
IMPACT |
COUNTY IMPACT FEES |
Rev No |
2 |
Status |
N |
Date |
2014-09-29 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-09-29 |
Time |
08:25 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-09-29 |
Time |
08:25 |
Sent To |
|
|
Notes |
2014-09-29 08:26:13 | PAID UNDER FOUNDATION PERMIT | | P. B. C. IMPACT FEE RECEIPT: | | TRACKING # MU-2014-014801-0000 | | REC # 2014-0707-304 | | FEES PAID: $8265.69 |
|
|
Review Stop |
IMPACT |
COUNTY IMPACT FEES |
Rev No |
1 |
Status |
F |
Date |
2014-09-20 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-09-20 |
Time |
11:56 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-09-20 |
Time |
11:56 |
Sent To |
|
|
Notes |
2014-09-20 11:56:41 | 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] | | CONSTRUCTION SERVICES HOME PAGE | | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
|
|
Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
2 |
Status |
P |
Date |
2014-08-18 |
|
|
Cont ID |
|
Sent By |
hmoser |
Date |
2014-08-18 |
Time |
14:53 |
Rev Time |
0.00 |
Received By |
hmoser |
Date |
2014-08-18 |
Time |
12:29 |
Sent To |
|
|
Notes |
2014-08-18 14:53:16 | KITCHEN HOOD AND GREASE DUCT WAS NOT REVIEWED . | | KITCHEN HOOD AND GREASE DUCT AN COOLERS REQUIRE | | SEPARATE | | APPLICATION PLAN AND PERMIT. | | AIR CONDITIONING PLAN ONLY OK. | | REFER TO SECTION 301.12 WIND RESISTANCE | | FBC (M) 2010 FOR ROOF TOP EQUIPMENT. | | | | PLAN REVIEW BY HAROLD MOSER | | [email protected] | | OFFICE 561-805-6732 | | FAX 561-805-6676 | | |
|
|
Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
1 |
Status |
P |
Date |
2014-07-17 |
|
|
Cont ID |
|
Sent By |
hmoser |
Date |
2014-07-17 |
Time |
10:04 |
Rev Time |
0.00 |
Received By |
hmoser |
Date |
2014-07-02 |
Time |
15:20 |
Sent To |
|
|
Notes |
2014-07-17 10:03:51 | PASS PROVISO | | 1) PROVIDE A DETAIL FROM THE ENGINEER FOR THE | | EXHAUST FANS AND SUPPLY FANS CURBS TIE DOWN TO ROOF | | AND FANS TIE DOWN TO CURB . PER SECTION 301.12 | | WIND RESISTANCE 2010 FBC (M) | | 2) INSPECTOR WILL CHECK THE 16GA X 2IN G-90 GALV. | | STEEL EXTERIOR STRAP WHEN INSPECTING CURB TIE DOWN TO | | ROOF | | | | PLAN REVIEW BY HAROLD MOSER | | [email protected] | | OFFICE 561-805-6732 | | FAX 561-805-6676 |
|
|
Review Stop |
P |
PLUMBING |
Rev No |
4 |
Status |
P |
Date |
2014-09-20 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-09-20 |
Time |
12:23 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-09-20 |
Time |
11:45 |
Sent To |
|
|
Notes |
|
|
Review Stop |
P |
PLUMBING |
Rev No |
3 |
Status |
F |
Date |
2014-08-25 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-08-25 |
Time |
15:15 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-08-25 |
Time |
10:46 |
Sent To |
|
|
Notes |
2014-08-25 15:53:04 | BUILDING PLAN REVIEW | | PERMIT: 14050097 | | ADD: 8100 IBIS BLVD | | CONT:THE WEITZ CO. | | TEL: (561)686-5511 | | | | 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. | | | | 2010 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. | | | | 3RD REVIEW | | DATE:FRI. AUG. 25/ 2014 | | ACTION: DENIED | | | | 1) COMPLIED. | | 2) COMPLIED. | | | | 3) COMPLIED. | | | | 4A) 3RD REQUEST. 0173-P304 RISER E GREASE WASTE, THE | | PLANS INDICATE THE GREASE WASTE FROM KITCHENS # 135 & | | #245, THE PLANS INDICATE A 4 " GREASE WASTE WITH A 184 | | DFU'S TABLE 710.1.1 FOR A 4" BUILDING DRAIN AT A 1/8 | | INCH SLOPE WILL HANDLE 180 DFU'S WHERE AS AT A 1/4 | | SLOPE THEY DRAIN WILL HANDLE 216 DFU'S. THE NEW | | REVISION DOES STATE THE INSTALLATION OF (3) 1600 GALLON | | GREASE INTERCEPTORS. FOR A CONCRETE VAULT TYPE | | INTERCEPTOR THE FBC-P TABLE 1003.5.1 IS THE SIZING | | TABLE TO BE USED FOR THIS TYPE OF APPLICATION. | | (S) ? (GS) ? (HR/12) ? (LF) = EFFECTIVE CAPACITY OF | | GREASE INTERCEPTOR IN GALLONS. | | | | PLEASE NOTE THE GREASE INTERCEPTOR DOES REQUIRE A | | SEPARATE PERMIT , IF THE SLOPE ISSUE IS RESOLVED WE | | WILL BW ABLE TO PASS THE PLUMBING PERMIT WITH A PROVISO | | THAT THE GREASE INTERCEPTOR SIZING ISSUE TO BE REVIEWED | | UNDER THE SEPARATE INTERCEPTOR PERMIT. | | | | 4B)COMPLIED. | | | | 4C) COMPLIED. | | | | 5) COMPLIED. | | | | A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW | | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION | | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE | | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR | | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | DEVELOPMENT SERVICES HOME PAGE | | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP | | | | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS | | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS | | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO | | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE | | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. | | | | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF | | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 | | | | | | | | | | | | | | | | | | | | |
|
|
Review Stop |
P |
PLUMBING |
Rev No |
2 |
Status |
F |
Date |
2014-08-01 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-08-01 |
Time |
06:59 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-08-01 |
Time |
05:51 |
Sent To |
|
|
Notes |
2014-08-01 06:49:02 | BUILDING PLAN REVIEW | | PERMIT: 14050097 | | ADD: 8100 IBIS BLVD | | CONT:THE WEITZ CO. | | TEL: (561)686-5511 | | | | 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. | | | | 2010 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. | | | | NOTICE TO DESIGNER OF RECORD. THERE WERE NO CHANGES | | MADE TO THE PLANS. THERE ARE NO REVISION NUMBERS ON ANY | | OF THE SHEETS INDICATING WHERE CORRCTIONS WERE MADE TO | | THE PLANS NOR THROUGH PROJECT DOX DOES VERSION 2 EXIT | | SHOWING CORRECTIONS WERE MADE. | | | | IGNORED!!! . 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. | | | | NOTICE TO THE DESIGNER OF RECORD!!!! 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 THREE OR MORE TIMES | | FOR REPEATED FAILURE TO CORRECT A CODE VIOLATION. | | | | | | 2ND REVIEW | | DATE:FRI. AUG. 01/ 2014 | | ACTION: DENIED | | | | NOTICE TO DESIGNER OF RECORD. THERE WERE NO CHANGES | | MADE TO THE PLANS. THERE ARE NO REVISION NUMBERS ON ANY | | OF THE SHEETS INDICATING WHERE CORRCTIONS WERE MADE TO | | THE PLANS NOR THROUGH PROJECT DOX DOES VERSION 2 EXIT | | SHOWING CORRECTIONS WERE MADE. | | | | IGNORED!!! WHEN RESUBMITTING PLANS PLEASE INDICATE THE | | REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. A | | TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT | | NUMBER, WITH A DESCRIPTION OF THE REVISION MADE, | | IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE | | CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT. | | THANK YOU FOR YOUR ANTICIPATED COOPERATION. | | | | NOTICE TO THE DESIGNER OF RECORD!!!! 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 THREE OR MORE TIMES | | FOR REPEATED FAILURE TO CORRECT A CODE VIOLATION. | | | | 1) 2ND REQUEST. SHEET P105 NOR 305 DOES NOT INDICATE | | THE SIZE OF THE VERTICAL CONDUCTORS AND LEADERS, | | BUILDING STORM DRAINS, BUILDING STORM SEWERS, AND ANY | | HORIZONTAL BRANCHES OF SUCH DRAINS OR SEWERS SHALL BE | | BASED ON THE 100-YEAR HOURLY RAINFALL RATE INDICATED IN | | FIGURE 1106.1 OR ON OTHER RAINFALL RATES DETERMINED | | FROM APPROVED LOCAL WEATHER DATA. 2010 FBC-P 1106.1. | | | | 2) 2ND REQUEST. P105 DOES NOT PROVIDE WHAT AREA THE | | ROOF DRAINS ARE RECEIVING, IF THIS IS JUST THE FLAT | | AREA OR IF THIS AREA IS ALSO THE CONTRIBUTING SLOPED | | ARAES, PLEASE PROVIDE A BREAK OUT FOR EACH ROOF DRAIN | | SERVED OF FLAT AND ADJOINING SLOPED ROOFS THAT | | CONTRIBUTE TO THE ROOF DRAIN LOAD. | | 2010 1106.4. | | | | 3) 2ND REQUEST. SHEET P201 VERSES P301 | | 3A) THE LADIES RESTROOM 222 THE 4 WATER CLOSETS IN A | | ROW IS MISSING THE VENT CONNECTION FOR A CIRCUIT VENT | | SEE SECTION 2010 FBC-P 911.2. | | | | 3B) 2ND REQUEST. IT APPEARS ONE OF THE WATER CLOSETS IN | | THE MENS RESTROOM IS NOT VENTEDAS A INDIVDUAL VENT OF | | THE BEGINNING OF A CIRCUIT VENT SEE 2010 FBC-P 907.1 & | | 911.2. T | | | | 3C) 2ND REQUEST. IT APPEARS ONE OF THE WATER CLOSETS IN | | THE MENS RESTROOM IS NOT VENTED AS A INDIVDUAL VENT OF | | THE BEGINNING OF A CIRCUIT VENT SEE 2010 FBC-P 907.1 & | | 911.2. T | | | | 4A) 2ND REQUEST. 0173-P304 RISER E GREASE WASTE, THE | | PLANS INDICATE THE GREASE WASTE FROM KITCHENS # 135 & | | #245, THE PLANS DO NOT COMMENT ON THE DRAINAGE FIXTURE | | UNITS FOR THE GREASE WASTE NOR MENTION SIZING NOR THE | | LOCATION OF THE GREASE INTERCEPTOR. 2010 FBC-PLUMBING | | 1003.2. APPROVAL. 1003.3.3 SIZED. NOTE IF A CONCRETE | | VAULT TYPE OF INTERCEPTOR IS TO BE INSTALLED PLEASE | | NOTE THAT FBC-P TABLE 1003.5.1 IS THE SIZING TABLE TO | | BE USED FOR THIS TYPE OF APPLICATION. | | | | 4B) 2ND REQUEST. THE PLANS DO NOT INDICATE IF ANY FOOD | | WASTE GRINDERS ARE GOING TO BE INSTALLED. 2010 | | FBC-PLUMBING 1003.3.2. | | | | 4C) 2ND REQUEST. THE ARCHITECTURAL SHEETS & STRURTURAL | | SHEETS BOTH INDICATE THE ELEVATOR PIT TO HAVE A SUMP | | PIT. PLANS ARE NOT CLEAR IF THIS IS TO BE A HYDROLIC | | ELEVATOR, IF SO PLEASE INDICATE HOW COMPLIANCE WITH | | 2010 FBC-PLUMBING 1003.4 OIL SPEARATOR REQUIRED WILL BE | | ACHIEVED. I DID NOT SEE A DETAIL FOR A SUMP IN THE | | ELEVATOR PIT AND WASTE CONNECTIONS.SHEET P401 DOES | | INDICATE THE USE OF ZOELLER SUBMERSIBLE SUMP PUMP | | EXCEPTION: AN OIL SEPARATOR IS NOT REQUIRED IN | | HYDRAULIC ELEVATOR PITS WHERE AN APPROVED ALARM SYSTEM | | IS INSTALLED. | | | | 1003.4.2 OIL SEPARATOR DESIGN. | | OIL SEPARATORS SHALL BE DESIGNED IN ACCORDANCE WITH | | SECTIONS 1003.4.2.1 AND 1003.4.2.2. | | | | 1003.4.2.1 GENERAL DESIGN REQUIREMENTS. | | OIL SEPARATORS SHALL HAVE A DEPTH OF NOT LESS THAN 2 | | FEET (610 MM) BELOW THE INVERT OF THE DISCHARGE DRAIN. | | THE OUTLET OPENING OF THE SEPARATOR SHALL HAVE NOT LESS | | THAN AN 18-INCH (457 MM) WATER SEAL. | | | | 5) 2ND REQUEST. SHEET 0176- P401 PLUMBING SCHEDULE. | | TTRAP PRIMERS INDICATE PRECISION PLUMBING PRODUCTS BUT | | THE ACTUAL TYPE OR MODEL NUMBER IS NOT INDICATED NOR IS | | THE CONFORMANCE FOR TRAP SEAL PRIMER VALVES TO COMPLY | | WITH ASSE 1018 OR ASSE 1044. 2010 FBC-P 1002.4. | | | | A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW | | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION | | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE | | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR | | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | DEVELOPMENT SERVICES HOME PAGE | | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP | | | | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS | | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS | | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO | | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE | | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. | | | | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF | | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 | | | | | | | | | | | | | | | | | | | | |
|
|
Review Stop |
P |
PLUMBING |
Rev No |
1 |
Status |
F |
Date |
2014-07-15 |
|
|
Cont ID |
|
Sent By |
jwitmer |
Date |
2014-07-15 |
Time |
08:18 |
Rev Time |
0.00 |
Received By |
jwitmer |
Date |
2014-07-05 |
Time |
12:43 |
Sent To |
|
|
Notes |
2014-07-05 12:43:58 | BUILDING PLAN REVIEW | | PERMIT: 14050097 | | ADD: 8100 IBIS BLVD | | CONT:THE WEITZ CO. | | TEL: (561)686-5511 | | | | 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. | | | | 2010 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: SAT. JULY 12/ 2014 | | ACTION: DENIED | | | | 1) SHEET P105 NOR 305 DOES NOT INDICATE THE SIZE OF THE | | VERTICAL CONDUCTORS AND LEADERS, BUILDING STORM DRAINS, | | BUILDING STORM SEWERS, AND ANY HORIZONTAL BRANCHES OF | | SUCH DRAINS OR SEWERS SHALL BE BASED ON THE 100-YEAR | | HOURLY RAINFALL RATE INDICATED IN FIGURE 1106.1 OR ON | | OTHER RAINFALL RATES DETERMINED FROM APPROVED LOCAL | | WEATHER DATA. 2010 FBC-P 1106.1. | | | | 2) P105 DOES NOT PROVIDE WHAT AREA THE ROOF DRAINS ARE | | RECEIVING, IF THIS IS JUST THE FLAT AREA OR IF THIS | | AREA IS ALSO THE CONTRIBUTING SLOPED ARAES, PLEASE | | PROVIDE A BREAK OUT FOR EACH ROOF DRAIN SERVED OF FLAT | | AND ADJOINING SLOPED ROOFS THAT CONTRIBUTE TO THE ROOF | | DRAIN LOAD. | | 2010 1106.4. | | | | 3) SHEET P201 VERSES P301 | | 3A) THE LADIES RESTROOM 222 THE 4 WATER CLOSETS IN A | | ROW IS MISSING THE VENT CONNECTION FOR A CIRCUIT VENT | | SEE SECTION 2010 FBC-P 911.2. | | | | 3B) IT APPEARS ONE OF THE WATER CLOSETS IN THE MENS | | RESTROOM IS NOT VENTEDAS A INDIVDUAL VENT OF THE | | BEGINNING OF A CIRCUIT VENT SEE 2010 FBC-P 907.1 & | | 911.2. T | | | | 3C) IT APPEARS ONE OF THE WATER CLOSETS IN THE MENS | | RESTROOM IS NOT VENTEDAS A INDIVDUAL VENT OF THE | | BEGINNING OF A CIRCUIT VENT SEE 2010 FBC-P 907.1 & | | 911.2. T | | | | 4A) 0173-P304 RISER E GREASE WASTE, THE PLANS INDICATE | | THE GREASE WASTE FROM KITCHENS # 135 & #245, THE PLANS | | DO NOT COMMENT ON THE DRAINAGE FIXTURE UNITS FOR THE | | GREASE WASTE NOR MENTION SIZING NOR THE LOCATION OF THE | | GREASE INTERCEPTOR. 2010 FBC-PLUMBING 1003.2. APPROVAL. | | 1003.3.3 SIZED. NOTE IF A CONCRETE VAULT TYPE OF | | INTERCEPTOR IS TO BE INSTALLED PLEASE NOTE THAT FBC-P | | TABLE 1003.5.1 IS THE SIZING TABLE TO BE USED FOR THIS | | TYPE OF APPLICATION. | | | | 4B) THE PLANS DO NOT INDICATE IF ANY FOOD WASSTE | | GRINDERS ARE GOING TO BE INSTALLED. 2010 FBC-PLUMBING | | 1003.3.2. | | | | 4C) THE ARCHITECTURAL SHEETS & STRURTURAL SHEETS BOTH | | INDICATE THE ELEVATOR PIT TO HAVE A SUMP PIT. PLANS ARE | | NOT CLEAR IF THIS IS TO BE A HYDROLIC ELEVATOR, IF SO | | PLEASE INDICATE HOW COMPLIANCE WITH 2010 FBC-PLUMBING | | 1003.4 OIL SPEARATOR REQUIRED WILL BE ACHIEVED. I DID | | NOT SEE A DETAIL FOR A SUMP IN THE ELEVATOR PIT AND | | WASTE CONNECTIONS.SHEET P401 DOES INDICATE THE USE OF | | ZOELLER SUBMERSIBLE SUMP PUMP EXCEPTION: AN OIL | | SEPARATOR IS NOT REQUIRED IN HYDRAULIC ELEVATOR PITS | | WHERE AN APPROVED ALARM SYSTEM IS INSTALLED. | | | | 1003.4.2 OIL SEPARATOR DESIGN. | | OIL SEPARATORS SHALL BE DESIGNED IN ACCORDANCE WITH | | SECTIONS 1003.4.2.1 AND 1003.4.2.2. | | | | 1003.4.2.1 GENERAL DESIGN REQUIREMENTS. | | OIL SEPARATORS SHALL HAVE A DEPTH OF NOT LESS THAN 2 | | FEET (610 MM) BELOW THE INVERT OF THE DISCHARGE DRAIN. | | THE OUTLET OPENING OF THE SEPARATOR SHALL HAVE NOT LESS | | THAN AN 18-INCH (457 MM) WATER SEAL. | | | | 5) SHEET 0176- P401 PLUMBING SCHEDULE. TTRAP PRIMERS | | INDICATE PRECISION PLUMBING PRODUCTS BUT THE ACTUAL | | TYPE OR MODEL NUMBER IS NOT INDICATED NOR IS THE | | CONFORMANCE FOR TRAP SEAL PRIMER VALVES TO COMPLY WITH | | ASSE 1018 OR ASSE 1044. 2010 FBC-P 1002.4. | | | | A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW | | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION | | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE | | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR | | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. | | | | JAMES A. WITMER CBO | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | TEL: 561-805-6715 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | DEVELOPMENT SERVICES HOME PAGE | | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP | | | | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS | | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS | | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO | | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE | | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. | | | | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF | | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 | | | | | | | | | | | | | | | | | | | | |
|
|
Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
1 |
Status |
P |
Date |
2014-09-26 |
|
|
Cont ID |
|
Sent By |
skennedy |
Date |
2014-09-26 |
Time |
15:55 |
Rev Time |
0.00 |
Received By |
skennedy |
Date |
2014-09-25 |
Time |
15:53 |
Sent To |
|
|
Notes |
|
|
Review Stop |
Z |
ZONING |
Rev No |
2 |
Status |
P |
Date |
2014-08-25 |
|
|
Cont ID |
|
Sent By |
ajones |
Date |
2014-08-25 |
Time |
11:03 |
Rev Time |
0.00 |
Received By |
ajones |
Date |
2014-08-25 |
Time |
11:03 |
Sent To |
|
|
Notes |
|
|
Review Stop |
Z |
ZONING |
Rev No |
1 |
Status |
F |
Date |
2014-07-30 |
|
|
Cont ID |
|
Sent By |
avann |
Date |
2014-07-30 |
Time |
09:37 |
Rev Time |
0.00 |
Received By |
ajones |
Date |
2014-07-30 |
Time |
09:37 |
Sent To |
|
|
Notes |
2014-07-30 09:39:26 | 7/30/14- FAILED- THE SITE PLAN SHOWN IS NOT THE CURRENT | | APPROVED SITE PLAN. PROVIDE THE CORRECT SITE PLAN. | | | | ANGELLA VANN | | 561-822-1441 | | [email protected] | 2014-05-12 17:19:46 | 5/12/14 |
|
|
|
Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved |
 |