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Plan Review Details - Permit 13060638
| Plan Review Stops For Permit 13060638 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
5 |
Status |
P |
Date |
2014-04-26 |
|
|
Cont ID |
|
| Sent By |
J WITMER |
Date |
2014-04-26 |
Time |
13:02 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2014-04-26 |
Time |
09:45 |
Sent To |
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|
| Notes |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
F |
Date |
2014-02-12 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2014-02-12 |
Time |
10:44 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2014-02-01 |
Time |
10:14 |
Sent To |
|
|
| Notes |
| 2014-02-01 12:29:10 | BUILDING PLAN REVIEW | | | PERMIT:13060638 | | | ADD: 114 S OLIVE | | | CONT: TBD | | | TEL: (561)856-6655 | | | | | | 2010 FLORIDA BUILDING CODE W | | | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS | | | 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: SAT. FEB. 01/2013 | | | | | | | | | ACTION: PENDING | | | PENDING REVIEW: OF THRESHOLD DOCUMENTS SUBMITTED | | | 1/31/2014 TO K. CONRAD | | | & RESPONCE TO COMMENT # 2. | | | | | | | | | | | | 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. | | | | | | 1) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING, | | | MEETING THE DEFINITION. | | | DEFINITION: FL S. S. 553.71(7) " THRESHOLD BUILDING" | | | MEANING ANY BUILDING WHICH IS GREATER THAN (3) STORIES | | | OR 50 FT IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY | | | CLASSIFICATION AS DENIED IN THE FLORIDA BUILDING CODE | | | WHICH EXCEEDS 5,000 SQ FT IN AREA AND AN OCCUPANT | | | CONTENT OF GREATER THAN 500 PERSONS. | | | | | | 1A) COMPLIED 11/22/2013 | | | 1B) 2ND REQUEST, THRESHOLD INSPECTOR: | | | WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION SERVICES | | | DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL | | | INSPECTOR AS REQUIRED BY FL S S 553.79(5) FLORIDA | | | STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS | | | CODE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL | | | INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER | | | INFORMATION | | | BEFORE THE PERMIT MAY BE ISSUED. | | | | | | 1C) 2ND REQUEST, THRESHOLD BLDG, REQUIRED STATEMENT: | | | W.P.B. AMENDMENT 109.3.6.4.4 ALL PLANS FOR THE BUILDING | | | WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE | | | ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT | | | THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S | | | KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE | | | APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE | | | LOCAL AUTHORITY IN | | | ACCORDANCE WITH THIS SECTION AND 633 FLORIDA STATUTE. | | | | | | ------------------------------------------------------- | | | ----------------------------------- | | | | | | 1D) 2ND REQUEST, 109.3.6 THRESHOLD BUILDINGS, OPERATING | | | GUIDELINES FOR THRESHOLD INSPECTORS #26. ASSURE THAT | | | THE DESIGNER HAS REQUIRED ON THE PLANS OR | | | SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING | | | PENETRATIONS, FOR WALLS AND CEILINGS. | | | ------------------------------------------------------- | | | ------------------------------------- | | | | | | 1E) 2ND REQUEST, A THRESHOLD PLAN REVIEW STOP WILL BE | | | PUT ON THIS PROJECT UNTIL THESE ITEMS ARE COMPLETED AS | | | REQUESTED BY THE CHIEF BUILDING INSPECTOR KEN CONRAD: | | | | | | PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED | | | TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR | | | IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE | | | INSPECTIONS. | | | | | | 1E)(1) 2ND REQUEST, THE CONTRACTOR WILL PRODUCE A JOB | | | SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION. | | | THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN | | | CONRAD: [email protected] | | | | | | 1E)(2) 2ND REQUEST, FOR THE SPECIAL INSPECTOR PLEASE | | | PROVIDE A RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS | | | PROJECT. THE RESUME' MUST BE ACCOMPANIED BY ALL | | | CERTIFICATES AS SPECIFIED HEREIN. THE BUILDING OFFICIAL | | | OR HIS DESIGNEE WILL REVIEW THE RESUME'. AFTER THE | | | RESUME' IS REVIEWED, AN INTERVIEW WILL BE SCHEDULED. | | | UNDER NO CIRCUMSTANCES WILL AN INSPECTOR BE INTERVIEWED | | | FOR WORK WITHOUT FIRST MEETING THE ABOVE CRITERIA. | | | CONTACT KEN CONRAD | | | TEL: 561-805-6666 | | | E-MAIL: [email protected] | | | | | | 2) SEMI-COMPLIED.THE SOILS REPORT INDICATES TO A DEPTH | | | OF (9) FEET LOOSE TO VERY LOOSE SOILS, RECOMMONDATIONS | | | INCLUDE A (7) BULLET STATEMENT OF SOILS IMPROVEMENTS | | | AND THE SOILS RECOMMONDATION TO PERMEATION GROUTING OF | | | THE ELEVATOR PIT, THE STRUCTURAL SHEETS DO NOT INCLUDE | | | ANY STATEMENTS OTHER THAN THAT OF THE INCREASING THE | | | BEARING PRESSURE OF THE INTERNAL BEARING COLUMNS TO | | | 6,000 PSF. | | | 2ND REQUEST, SHEET S1.1 THE EXISTING 6 COLUMNS INDICATE | | | TO INCREASE THE LOADS ON THESE COLUMNS TO 6,000 PSF, TO | | | SEE THE GEOTECHNICAL REPORT FOR REQUIREMENTS. PLEASE | | | PROVIDE 3 SIGNED/ SEALED ORIGINAL SOILS REPORTS. 2010 | | | FBC-B 1803.3 BASIS OF INVESTIGATION. 1803.3.1 SCOPE OF | | | INVESTIGATION. THE SCOPE OF THE GEOTECHNICAL | | | INVESTIGATION INCLUDING THE NUMBER AND TYPES OF BORINGS | | | OR SOUNDINGS, THE EQUIPMENT USED TO DRILL OR SAMPLE, | | | THE IN-SITU TESTING EQUIPMENT AND THE LABORATORY | | | TESTING PROGRAM SHALL BE DETERMINED BY A REGISTERED | | | DESIGN PROFESSIONAL. | | | | | | FAILED 2/12/2014 THE STRUCTURAL ENGINEER, ARCHITECT & | | | SOILS ENGINEER ARE GOING TO DECIDE HOW BEST TO IMPROVE | | | THE SOIL BEARING VALUE OF THE 6 EXISTING COLUMNS. | | | WAITING ON A DECISSION TO BE MADE. | | | | | | 3) COMPLIED, 11/22/2013. | | | | | | 4-9) COMPLIED. | | | | | | 10) 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. | | | | | | 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] | | | CONSTRUCTION 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. | | | | | | | | | | | | | | | | | | | | | |
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|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2013-11-22 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2013-11-22 |
Time |
15:48 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2013-11-22 |
Time |
13:20 |
Sent To |
|
|
| Notes |
| 2013-11-22 15:47:57 | BUILDING PLAN REVIEW | | | PERMIT:13060638 | | | ADD: 114 S OLIVE | | | CONT: TBD | | | TEL: (561)856-6655 | | | | | | 2010 FLORIDA BUILDING CODE W | | | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS | | | 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: NOV. 22/2013 | | | ACTION: DENIED | | | | | | 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. | | | | | | 1) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING, | | | MEETING THE DEFINITION. | | | DEFINITION: FL S. S. 553.71(7) " THRESHOLD BUILDING" | | | MEANING ANY BUILDING WHICH IS GREATER THAN (3) STORIES | | | OR 50 FT IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY | | | CLASSIFICATION AS DENIED IN THE FLORIDA BUILDING CODE | | | WHICH EXCEEDS 5,000 SQ FT IN AREA AND AN OCCUPANT | | | CONTENT OF GREATER THAN 500 PERSONS. | | | | | | 1A) COMPLIED 11/22/2013 | | | 1B) 2ND REQUEST, THRESHOLD INSPECTOR: | | | WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION SERVICES | | | DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL | | | INSPECTOR AS REQUIRED BY FL S S 553.79(5) FLORIDA | | | STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS | | | CODE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL | | | INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER | | | INFORMATION | | | BEFORE THE PERMIT MAY BE ISSUED. | | | | | | 1C) 2ND REQUEST, THRESHOLD BLDG, REQUIRED STATEMENT: | | | W.P.B. AMENDMENT 109.3.6.4.4 ALL PLANS FOR THE BUILDING | | | WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE | | | ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT | | | THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S | | | KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE | | | APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE | | | LOCAL AUTHORITY IN | | | ACCORDANCE WITH THIS SECTION AND 633 FLORIDA STATUTE. | | | | | | ------------------------------------------------------- | | | ----------------------------------- | | | | | | 1D) 2ND REQUEST, 109.3.6 THRESHOLD BUILDINGS, OPERATING | | | GUIDELINES FOR THRESHOLD INSPECTORS #26. ASSURE THAT | | | THE DESIGNER HAS REQUIRED ON THE PLANS OR | | | SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING | | | PENETRATIONS, FOR WALLS AND CEILINGS. | | | ------------------------------------------------------- | | | ------------------------------------- | | | | | | 1E) 2ND REQUEST, A THRESHOLD PLAN REVIEW STOP WILL BE | | | PUT ON THIS PROJECT UNTIL THESE ITEMS ARE COMPLETED AS | | | REQUESTED BY THE CHIEF BUILDING INSPECTOR KEN CONRAD: | | | | | | PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED | | | TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR | | | IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE | | | INSPECTIONS. | | | | | | 1E)(1) 2ND REQUEST, THE CONTRACTOR WILL PRODUCE A JOB | | | SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION. | | | THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN | | | CONRAD: [email protected] | | | | | | 1E)(2) 2ND REQUEST, FOR THE SPECIAL INSPECTOR PLEASE | | | PROVIDE A RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS | | | PROJECT. THE RESUME' MUST BE ACCOMPANIED BY ALL | | | CERTIFICATES AS SPECIFIED HEREIN. THE BUILDING OFFICIAL | | | OR HIS DESIGNEE WILL REVIEW THE RESUME'. AFTER THE | | | RESUME' IS REVIEWED, AN INTERVIEW WILL BE SCHEDULED. | | | UNDER NO CIRCUMSTANCES WILL AN INSPECTOR BE INTERVIEWED | | | FOR WORK WITHOUT FIRST MEETING THE ABOVE CRITERIA. | | | CONTACT KEN CONRAD | | | TEL: 561-805-6666 | | | E-MAIL: [email protected] | | | | | | 2) 2ND REQUEST, SHEET S1.1 THE EXISTING 6 COLUMNS | | | INDICATE TO INCREASE THE LOADS ON THESE COLUMNS TO | | | 6,000 PSF, TO SEE THE GEOTECHNICAL REPORT FOR | | | REQUIREMENTS. PLEASE PROVIDE 3 SIGNED/ SEALED ORIGINAL | | | SOILS REPORTS. 2010 FBC-B 1803.3 BASIS OF | | | INVESTIGATION. 1803.3.1 SCOPE OF INVESTIGATION. THE | | | SCOPE OF THE GEOTECHNICAL INVESTIGATION INCLUDING THE | | | NUMBER AND TYPES OF BORINGS OR SOUNDINGS, THE EQUIPMENT | | | USED TO DRILL OR SAMPLE, THE IN-SITU TESTING EQUIPMENT | | | AND THE LABORATORY TESTING PROGRAM SHALL BE DETERMINED | | | BY A REGISTERED DESIGN PROFESSIONAL. | | | | | | 3) COMPLIED, 11/22/2013. | | | | | | 4) 2ND REQUEST PRODUCT APPROVALS: | | | 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)(D) ROOFING PRODUCTS AND ASSEMBLIES | | | THE PRODUCT APPROVAL NOA 13-0606.02 CETCO STRATASEAL HR | | | HOT APPLIED LIQUID MEMBRANE WILL NEED TO SHOW ITS: ( | | | GENERAL LIMITATIONS) | | | FIRE CLASSIFICATION FOR A TYPE II-A BUILDING. | | | THIS PRODUCT IS NOT TO BE EXPOSED TO TRAFFIC, HOW WILL | | | IT BE PROTECTED. | | | NOT TO BE INSTALLED ON LIGHTWEIGHT CONCRETE, WHERE AS | | | THE OTHER ROOFING APPROVAL NOA 12-0703.09 IS TO BE | | | INSTALLED ON LIGHT WEIGHT CONCRETE. | | | FLASHINGS TO COMPLY WITH THE MANUFACTURERS STANDARDS | | | COMPLY WITH RAS 111 | | | MAXIMUM DESIGN PRESSURE OF -75, LIMITATION # 9 | | | THE SECOND ROOFING APPROVAL SUBMITTED IS NOA 12-0703.09 | | | PLEASE CIRCLE WHICH SUB-SYSTEM IS TO BE INSTALLED UNDER | | | THIS PERMIT. | | | | | | 5) 2ND REQUEST. SHEET S2.1 UNDER THE WIND LOAD SCHEDULE | | | NOTE # 1 INDICATES THE USE OF THE WORD EITHER SHUTTERS | | | OR LARGE MISSILE IMPACT TESTED ... | | | SHEET S2.1 THE WORD ?OR? IN THE WIND DESIGN SCHEDULE, | | | IMPACT GLASS OR SHUTTERS, SPECIFY ONE OR THE OTHER. | | | 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. | | | | | | 6) SHEET LS 1.1, BUILDING CLASSIFICATION; | | | 6A-C) COMPLIED. | | | 6D) 2ND REQUEST. PLEASE UPDATE PLANS, THEY INDICATE A | | | LEVEL III ALTERATION THIS IS ALSO A CHANGE OF OCCUPANCY | | | AND THE 2010 EXST BLDG CODE CHANGE OF OCCUPANCY 901.3. | | | | | | 6E) 2ND REQUEST. OCCUPANT LOADS & EGRESS CAPACITY CHART | | | IS OFF WITH ONLY LOOKING AT THE REQUIRED WIDTH OF THE | | | STAIR, THE WORST CASE SCENARIO SHOULD BE THE DOOR, YOU | | | CAN?T BOTTLE NECK THE MEANS OF EGRESS, THE CHART SHOULD | | | BE REWORKED. | | | | | | 6F) SUBSTITUTION NOTE: 107.2.1 INFORMATION ON | | | CONSTRUCTION DOCUMENTS. SUCH DRAWINGS AND | | | SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM | | | OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS, | | | WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE | | | TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC, | | | AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE | | | OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS | | | EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC | | | INFORMATION. | | | | | | 7) COMPLIED. | | | | | | 8) 2ND REQUEST. LS1.1, INDICATES 1 HR. GLASS WALL AT | | | STAIR # 1. ID 1.2 SI-9 APPEARS TO BE FOR WIRE GLASS | | | DETAIL AT STAIR # 1. PLEASE REVIEW THE MAXIMUM AREA | | | ALLOWED IN EXIT DOORS FBC-B 715.4.4, 715.4.4.1 715.4.5 | | | AS WELL AS TABLE 715.5.4 FOR WIRE GLASS PANELS AND | | | TABLE 715.5 FIRE WINDOW ASSEMBLIES IN FIRE BARRIERS (1 | | | HR. VERTICAL EXITS.) | | | | | | 9) 2ND REQUEST. SHEET LS1.1 INDICATES THE DOORS TO | | | STAIRWELL # 1 TO BE HELD OPEN. SHEET A10.1 THE DOORS | | | SCHEDULE TO STAIRWELL 1 ( 102.01) DO NOT INDICATE HOW | | | THEY ARE GOING TO STAY OPEN OR COMPLIANCE WITH FBC-B | | | 715.4.8. DOOR CLOSING, THIS REQUIREMENT WILL NEED TO BE | | | INDICATED FOR ALL STAIRWELL DOORS. NEITHER THE ELECTRIC | | | SHEETS OR FIRE ALARM SHOW ANY ELECTRIC TO THESE DOOR | | | FOR ELECTROMAGNETS AND RELEASE WHEN THE FIRE ALARM OR | | | FIRE SPRINKLERS ARE ACTIVATED. | | | | | | 10) 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. | | | | | | 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] | | | CONSTRUCTION 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. | | | | | | | | | | | | | | | | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2013-07-17 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2013-07-17 |
Time |
11:53 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2013-07-16 |
Time |
13:17 |
Sent To |
|
|
| Notes |
| 2013-07-16 16:52:11 | BUILDING PLAN REVIEW | | | PERMIT:13060638 | | | ADD: 114 S OLIVE | | | CONT: TBD | | | TEL: (561)856-6655 | | | | | | 2010 FLORIDA BUILDING CODE W | | | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS | | | 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: JULY 16/2013 | | | ACTION: DENIED | | | | | | 1) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING, | | | MEETING THE DEFINITION. | | | DEFINITION: FL S. S. 553.71(7) " THRESHOLD BUILDING" | | | MEANING ANY BUILDING WHICH IS GREATER THAN (3) STORIES | | | OR 50 FT IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY | | | CLASSIFICATION AS DENIED IN THE FLORIDA BUILDING CODE | | | WHICH EXCEEDS 5,000 SQ FT IN AREA AND AN OCCUPANT | | | CONTENT OF GREATER THAN 500 PERSONS. | | | | | | 1A) 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A | | | SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON | | | A THRESHOLD BUILDING PURSUANT TO A WRITTEN STRUCTURAL | | | INSPECTION PLAN (THRESHOLD INSPECTION PLAN) PREPARED BY | | | THE ENGINEER OF RECORD. THE STRUCTURAL INSPECTION PLAN | | | MUST BE SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE | | | ISSUANCE OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A | | | THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL | | | INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION | | | PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE | | | ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED | | | DOCUMENTS. | | | | | | 1B) THRESHOLD INSPECTOR: | | | WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION SERVICES | | | DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL | | | INSPECTOR AS REQUIRED BY FL S S 553.79(5) FLORIDA | | | STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS | | | CODE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL | | | INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER | | | INFORMATION | | | BEFORE THE PERMIT MAY BE ISSUED. | | | | | | 1C) THRESHOLD BLDG, REQUIRED STATEMENT: | | | W.P.B. AMENDMENT 109.3.6.4.4 ALL PLANS FOR THE BUILDING | | | WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE | | | ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT | | | THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S | | | KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE | | | APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE | | | LOCAL AUTHORITY IN | | | ACCORDANCE WITH THIS SECTION AND 633 FLORIDA STATUTE. | | | | | | ------------------------------------------------------- | | | ----------------------------------- | | | | | | 1D) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES | | | FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER | | | HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE | | | MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR | | | WALLS AND CEILINGS. | | | ------------------------------------------------------- | | | ------------------------------------- | | | | | | 1E) A THRESHOLD PLAN REVIEW STOP WILL BE PUT ON THIS | | | PROJECT UNTIL THESE ITEMS ARE COMPLETED AS REQUESTED BY | | | THE CHIEF BUILDING INSPECTOR KEN CONRAD: | | | | | | PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED | | | TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR | | | IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE | | | INSPECTIONS. | | | | | | 1E)(1) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR | | | HISTORY FOR THIS TYPE OF CONSTRUCTION. | | | THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN | | | CONRAD: [email protected] | | | | | | 1E)(2) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A | | | RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. | | | THE RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS | | | SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE | | | WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, | | | AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES | | | WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST | | | MEETING THE ABOVE CRITERIA. | | | CONTACT KEN CONRAD | | | TEL: 561-805-6666 | | | E-MAIL: [email protected] | | | | | | 2) SHEET S1.1 THE EXISTING 6 COLUMNS INDICATE TO | | | INCREASE THE LOADS ON THESE COLUMNS TO 6,000 PSF, TO | | | SEE THE GEOTECHNICAL REPORT FOR REQUIREMENTS. PLEASE | | | PROVIDE 3 SIGNED/ SEALED ORIGINAL SOILS REPORTS. 2010 | | | FBC-B 1803.3 BASIS OF INVESTIGATION. 1803.3.1 SCOPE OF | | | INVESTIGATION. THE SCOPE OF THE GEOTECHNICAL | | | INVESTIGATION INCLUDING THE NUMBER AND TYPES OF BORINGS | | | OR SOUNDINGS, THE EQUIPMENT USED TO DRILL OR SAMPLE, | | | THE IN-SITU TESTING EQUIPMENT AND THE LABORATORY | | | TESTING PROGRAM SHALL BE DETERMINED BY A REGISTERED | | | DESIGN PROFESSIONAL. | | | | | | 3) SHEET S2.1 THE WIND DESIGN CRITERIA IS GIVEN AND | | | ASSOCIATED PRESSURES, BUT THE CHART DOES NOT INDICATE | | | IF THEY ARE IN VASD OR VULT. THE OTHER ISSUE IS THE | | | CHART DOES NOT INDICATE AT WHAT SQ FT IT IS CALCULATED | | | FOR, 10 SQ FT, 20SQ FT 50 SQ FT OR 100 SQ FT? PLEASE | | | PROVIDE ADDITIONAL INFORMATION FOR REVIEW. 107.2.1.3. | | | | | | 4) PRODUCT APPROVALS: | | | 4A) 08-0125.02 EXPIRED 6/15/13 CETCO STRATASEAL | | | 4B) 08-0501.01 EXPIRED 6/19/13 AIROLITE ALUM. PENTHOUSE | | | LOUVER | | | 4C) 08-0520.04 EXPIRES 9/04/13 PLEASE UPDATE TO THE | | | NEWEST NOA | | | 4D) 11-0722.10 BILCO ROOF HATCH LOW PRESSURES AT +/- 70 | | | | | | 5) SHEET S2.1 UNDER THE WIND LOAD SCHEDULE NOTE # 1 | | | INDICATES THE USE OF THE WORD EITHER SHUTTERS OR LARGE | | | MISSILE IMPACT TESTED ... | | | 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. | | | | | | 6) SHEET LS 1.1, BUILDING CLASSIFICATION; | | | 6A) A-2 COMMON PATH OF TRAVEL W/ SPRINKLERS 100 FT. | | | PLEASE SEE 2010 FBC-B 1014.3 EX # 5 > 50 OCCUPANTS 20 | | | FT. | | | | | | 6B) DEAD END CORR 50 FT 1016.3 PLEASE SEE 2010 FBC-B | | | 1814 A2 ASSEMBLY 20 FT. | | | | | | 6C) TRAVEL DISTANCE 300 FT PLEASE REVIEW 2010 FBC-B | | | TABLE 1016.1 ASSEMBLY 250 FT. | | | | | | 6D) PLEASE UPDATE PLANS, THEY INDICATE A LEVEL III | | | ALTERATION THIS IS ALSO A CHANGE OF OCCUPANCY AND THE | | | 2010 EXST BLDG CODE CHANGE OF OCCUPANCY 901.3. | | | | | | 6E) OCCUPANT LOADS & EGRESS CAPACITY SEE LEVEL 3 THE | | | ERGRESS CAPACITY REQUIRED INDICATES 50 INCHES WHEREAS | | | 250 X 0.3= 75 INCHES, PLEASE CORRECT. PLEASE ALSO | | | PROVIDE ON SHEET A7.2.2 THE INSIDE CLEAR MEASUREMENT SO | | | THE EGRESS CAPACITY CAN BE CLEARLY CALULATED. | | | | | | 6F) SUBSTITUTION NOTE: 107.2.1 INFORMATION ON | | | CONSTRUCTION DOCUMENTS. SUCH DRAWINGS AND | | | SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM | | | OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS, | | | WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE | | | TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC, | | | AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE | | | OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS | | | EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC | | | INFORMATION. | | | | | | 7) A1.1 VERSES A7.2.1 & S1.1 A11 INDICATES A SUMP IN | | | THE ELEVATOR PIT, NONE OF THE OTHER SHEETS INDICATE | | | SUCH SUMP. 2010 FBC-B 3004.4 THE EXCEPTION ALLOWS FOR | | | SUMP PITS AND ASSOCIATED PLUMBING SUMP PUMP. PLEASE | | | PROVIDE THE MANUFACTURERS SPEC FOR THE ELEVATOR TO BE | | | IF THEY REQUIRE A SUMP, NOTE IF FIRE SPRIJNKLERS ARE | | | ACTIVATED WHERE WILL THE WATER GO WHEN ACCUMULATED IN | | | THE ELEVATOR PIT. | | | | | | 8) LS1.1, INDICATES 1 HR GLASS WALL AT STAIR # 1. ID | | | 1.2 SI-4 APPEARS TO TO FOR FWIRE GLASS DETAIL AT STAIR | | | # 1, WRONG HEADING, SI-9 DOES INDICATE THE USE OF 1 | | | HOUR FIRE RATED WIRE GLASS IN THE GLASS WALLS AND | | | DOORS. PLEASE REVIEW THE MAXIMUM AREA ALLOWED IN EXIT | | | DOORS FBC-B 715.4.4, 715.4.4.1 715.4.5 AS WELL AS TABLE | | | 715.5.4 FOR WIRE GLASS PANELS AND TABLE 715.5 FIRE | | | WINDOW ASSEMBLIES IN FIRE BARRIERS (1 HR VERTICAL | | | EXITS. | | | | | | 9) SHEET LS1.1 INDICATES THE DOORS TO STAIRWELL # 1 TO | | | BE HELD OPEN. SHEET A10.1 THE DOORS SCHEDULE TO | | | STAIRWELL 1 ( 102.01) DO NOT INDICATE HOW THEY ARE | | | GOING TO STAY OPEN OR COMPLIANCE WITH FBC-B 715.4.8. | | | DOOR CLOSING, THIS REQUIREMENT WILL NEED TO BE | | | INDICATED FOR ALL STAIRWELL DOORS. | | | | | | 10) 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 | | | | | | 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. | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2013-07-31 |
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Cont ID |
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| Sent By |
shill |
Date |
2013-07-31 |
Time |
09:25 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2013-07-15 |
Time |
09:06 |
Sent To |
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|
| Notes |
| 2013-07-31 09:26:20 | 7/31 SEE BUILDING REVIEW #2 | | | | | 2013-06-18 11:48:38 | DOING INCOMING AND ENTERED THIS STOP BY MISTAKE. NO | | | REVIEW DONE. JG. |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
2 |
Status |
P |
Date |
2013-12-16 |
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Cont ID |
|
| Sent By |
albarran |
Date |
2013-12-16 |
Time |
15:27 |
Rev Time |
0.00 |
| Received By |
albarran |
Date |
2013-12-16 |
Time |
15:02 |
Sent To |
M |
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| Notes |
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|
| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
F |
Date |
2013-07-30 |
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Cont ID |
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| Sent By |
dharvey |
Date |
2013-07-30 |
Time |
14:32 |
Rev Time |
0.00 |
| Received By |
dharvey |
Date |
2013-07-30 |
Time |
13:48 |
Sent To |
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| Notes |
| 2013-07-30 14:32:25 | PROVIDE ARC-FLASH NOTICES AND WARNINGS PER NEC 110.16. | | | PROVIDE INTERSYSTEM BONDING POINT PER 250.94. BOND ALL | | | INTERIOR METAL PIPING SYSTEMS PER 250.94. PANEL B IS | | | 225A RATED AND PROTECTED AT 100A? LOAD IS REPRESENTED | | | AS 197A ON PANEL B. SEPARATE PERMITS REQUIRED FOR FIRE | | | ALARM, LOW VOLTAGE, DATA, TELEPHONE, AUDIO AND VIDEO | | | SYSTEMS, ETC. |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
1 |
Status |
N |
Date |
2013-07-23 |
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Cont ID |
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| Sent By |
mgonzale |
Date |
2013-07-23 |
Time |
|
Rev Time |
1.00 |
| Received By |
mgonzale |
Date |
2013-07-23 |
Time |
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Sent To |
I |
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| Notes |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
5 |
Status |
P |
Date |
2014-05-09 |
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|
Cont ID |
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| Sent By |
skennedy |
Date |
2014-05-11 |
Time |
10:54 |
Rev Time |
0.00 |
| Received By |
wjolin |
Date |
2014-05-09 |
Time |
12:20 |
Sent To |
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|
| Notes |
| 2014-05-09 12:29:33 | 114 SOUTH OLIVE AVENUE | | | PERMIT #13060638 | | | REVIEW COMMENTS - FIRE DEPARTMENT | | | | | | THE CLASS 1 STANDPIPE WITH 2-1/2" HOSE VALVES IS | | | REQUIRED TO PROTECT BOTH EXIT STAIR ENCLOSURES. PROVIDE | | | STANDPIPE COVERAGE IN STAIR #1. | | | | | | WESLEY JOLIN | | | FIRE INVESTIGATOR & INSPECTOR | | | OFFICE OF THE FIRE MARSHAL | | | WEST PALM BEACH FIRE RESCUE | | | [email protected] | | | (561) 805-6730 |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
4 |
Status |
F |
Date |
2014-04-22 |
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|
Cont ID |
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| Sent By |
wjolin |
Date |
2014-04-22 |
Time |
15:39 |
Rev Time |
0.00 |
| Received By |
wjolin |
Date |
2014-04-22 |
Time |
15:37 |
Sent To |
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|
| Notes |
| 2014-04-22 15:39:52 | 114 SOUTH OLIVE AVENUE | | | PERMIT #13060638 | | | REVIEW COMMENTS - FIRE DEPARTMENT | | | | | | REPEAT COMMENTS | | | SHEET FS1.1: THE PLANS ARE SEVERELY LACKING THE | | | REQUIRED INFORMATION THAT SHOULD BE PROVIDED ON FIRE | | | PROTECTION ENGINEERING DOCUMENTS. BELOW IS A LIST (NOT | | | ALL INCLUSIVE) OF INFORMATION THAT IS INCORRECT OR | | | MISSING: | | | - NO WATER SUPPLY POINT OF SERVICE OR PIPE SIZES | | | - NO BACKFLOW PREVENTER | | | - NO UNDERGROUND WATER MAIN LOCATIONS OR SIZES | | | - NO SIAMESE FIRE DEPARTMENT CONNECTION | | | - NO STANDPIPE RISER SIZE | | | - NO WATER SUPPLY DATA | | | - NO INDICATION OF HAZARD CLASSIFICATION OR DESIGN | | | DENSITY FOR SPRINKLER SYSTEM | | | - NO STANDPIPE RISER OR HOSE VALVES LOCATED IN STAIR #1 | | | - STANDPIPE INDICATES AN ALARM CHECK VALVE? | | | - NO FIRE DEPARTMENT HOSE VALVES PROVIDED ON MAIN | | | LANDINGS OF 3RD FLOOR STAIRS | | | - SIDEWALL SPRINKLER SHALL BE LOCATED AT THE BOTTOM OF | | | THE ELEVATOR SHAFT, NOT AT THE TOP OF THE SHAFT | | | - NO COMBINATION SPRINKLER/STANDPIPE RISER DIAGRAM | | | | | | WESLEY JOLIN | | | FIRE INVESTIGATOR & INSPECTOR | | | OFFICE OF THE FIRE MARSHAL | | | WEST PALM BEACH FIRE RESCUE | | | [email protected] | | | (561) 805-6730 |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
3 |
Status |
F |
Date |
2014-01-31 |
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|
Cont ID |
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| Sent By |
wjolin |
Date |
2014-01-31 |
Time |
12:01 |
Rev Time |
0.00 |
| Received By |
wjolin |
Date |
2014-01-31 |
Time |
09:57 |
Sent To |
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|
| Notes |
| 2014-01-31 11:24:42 | 114 SOUTH OLIVE AVENUE | | | PERMIT #13060638 | | | REVIEW COMMENTS - FIRE DEPARTMENT | | | | | | SHEET FS1.1: THE PLANS ARE SEVERELY LACKING THE | | | REQUIRED INFORMATION THAT SHOULD BE PROVIDED ON FIRE | | | PROTECTION ENGINEERING DOCUMENTS. BELOW IS A LIST (NOT | | | ALL INCLUSIVE) OF INFORMATION THAT IS INCORRECT OR | | | MISSING: | | | - NO WATER SUPPLY POINT OF SERVICE OR PIPE SIZES | | | - NO BACKFLOW PREVENTER | | | - NO UNDERGROUND WATER MAIN LOCATIONS OR SIZES | | | - NO SIAMESE FIRE DEPARTMENT CONNECTION | | | - NO STANPIPE RISER SIZE | | | - NO WATER SUPPLY DATA | | | - NO INDICATION OF HAZARD CLASSIFICATION OR DESIGN | | | DENSITY FOR SPRINKLER SYSTEM | | | - NO STANDPIPE RISER OR HOSE VALVES LOCATED IN STAIR #1 | | | - STANDPIPE INDICATES AN ALARM CHECK VALVE? | | | - NO FIRE DEPARTMENT HOSE VALVES PROVIDED ON MAIN | | | LANDINGS OF 3RD FLOOR STAIRS | | | - SIDEWALL SPRINKLER SHALL BE LOCATED AT THE BOTTOM OF | | | THE ELEVATOR SHAFT, NOT AT THE TOP OF THE SHAFT | | | - NO COMBINATION SPRINKLER/STANDPIPE RISER DIAGRAM | | | | | | WESLEY JOLIN | | | FIRE INVESTIGATOR & INSPECTOR | | | OFFICE OF THE FIRE MARSHAL | | | WEST PALM BEACH FIRE RESCUE | | | [email protected] | | | (561) 805-6730 |
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|
| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
2 |
Status |
F |
Date |
2013-12-11 |
|
|
Cont ID |
|
| Sent By |
wjolin |
Date |
2013-12-11 |
Time |
14:52 |
Rev Time |
0.00 |
| Received By |
wjolin |
Date |
2013-12-11 |
Time |
13:02 |
Sent To |
|
|
| Notes |
| 2013-12-11 14:52:23 | 114 SOUTH OLIVE AVENUE | | | PERMIT #13060638 | | | REVIEW COMMENTS - FIRE DEPARTMENT | | | | | | NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY | | | REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE | | | (2009 EDITION WITH FLORIDA AMENDMENTS.) | | | | | | | | | REPEAT COMMENT: SHEET A7.2.1.: THE STAIR GUARDRAILS FOR | | | STAIR #1 ARE ONLY 30-INCHES TALL AND NEED TO BE AT | | | LEAST 42-INCHES TALL. THE GUARDS SHALL BE MEASURED | | | VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR | | | ADJACENT WALKING SURFACE. | | | | | | REPEAT COMMENT: SPRINKLER: 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. | | | | | | REPEAT COMMENT: SPRINKLER: INDICATE THE LOCATION AND | | | DISTANCE TO THE NEAREST FIRE HYDRANT. | | | | | | REPEAT COMMENT: SPRINKLER: FOR A FULLY SPRINKLERED | | | BUILDING, A CLASS I FIRE PROTECTION STANDPIPE IS | | | REQUIRED WHEN THE FLOOR LEVEL OF THE HIGHEST STORY IS | | | LOCATED MORE THAN 30 FEET ABOVE THE LOWEST LEVEL OF | | | FIRE DEPARTMENT VEHICHLE ACCESS. | | | | | | REPEAT COMMENT: ELEVATOR: PER SECTION 9.4.3 - FIRE | | | FIGHTERS EMERGENCY OPERATIONS: ALL NEW ELEVATORS SHALL | | | CONFORM TO THE FIRE FIGHTERS EMERGENCY OPERATIONS | | | REQUIREMENTS OF ASME A17.1/CSA B44, SAFETY CODE FOR | | | ELEVATORS AND ESCALATORS. | | | | | | PLUMBING: SHEETS P2.1-P2.3 INDICATE PLUMBING PIPING | | | (RAIN LEADERS?) BEING ROUTED INTO AND DOWN THROUGH THE | | | FIRE RATED EXIT STAIRS. PER SECTION NFPA 101 SECTION | | | 7.1.3.2.1, PENETRATIONS INTO, AND OPENINGS THROUGH, AN | | | EXIT ENCLOSURE ASSEMBLY SHALL BE LIMITED TO DOOR | | | ASSEMBLIES FROM NORMALLY OCCUPIED SPACES AND CORRIDORS, | | | REQUIRED EXIT DOOR OPENINGS, ELECTRICAL CONDUIT SERVING | | | THE EXIT ENCLOSURE, DUCTWORK AND EQUIPMENT NECESSARY | | | FOR INDEPENDENT STAIR PRESSURIZATION, WATER OR STEAM | | | PIPING NECESSARY FOR THE HEATING OR COOLING OF THE EXIT | | | ENCLOSURE, SPRINKLER PIPING, STANDPIPES, AND | | | PENETRATIONS FOR FIRE ALARM CIRCUITS, WHERE THE | | | CIRCUITS ARE INSTALLED IN METAL CONDUIT AND THE | | | PENETRATIONS ARE PROTECTED. | | | | | | WESLEY JOLIN | | | FIRE INVESTIGATOR & INSPECTOR | | | OFFICE OF THE FIRE MARSHAL | | | WEST PALM BEACH FIRE RESCUE | | | [email protected] | | | (561) 805-6730 |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
1 |
Status |
F |
Date |
2013-06-26 |
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|
Cont ID |
|
| Sent By |
wjolin |
Date |
2013-06-26 |
Time |
14:50 |
Rev Time |
0.00 |
| Received By |
wjolin |
Date |
2013-06-26 |
Time |
13:15 |
Sent To |
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| Notes |
| 2013-06-26 14:50:07 | 114 SOUTH OLIVE AVENUE | | | PERMIT #13060638 | | | REVIEW COMMENTS - FIRE DEPARTMENT | | | | | | NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY | | | REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE | | | (2009 EDITION WITH FLORIDA AMENDMENTS.) | | | | | | GENERAL: PROVIDE DRAWING NOTE INDICATING ALL | | | CONSTRUCTION AND DEMOLITION WORK SHALL CONFORM TO THE | | | REQUIREMENTS OF NFPA 241. TRASH AND CONSTRUCTION DEBRIS | | | SHALL BE REMOVED FROM THE SITE DAILY. SMOKING SHALL BE | | | PROHIBITED EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL | | | OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO | | | SMOKING" SIGNS POSTED. WHERE SMOKING IS PERMITTED, SAFE | | | RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED. | | | | | | GENERAL: PROVIDE AN EXTERIOR KEY SAFE TO ALLOW | | | EMERGENCY RESPONDERS NON-FORCIBLE ENTRY INTO THE | | | BUILDING DURING NON-BUSINESS HOURS. A KEY SAFE CAN BE | | | ORDERED FROM WWW.KNOXBOX.COM. | | | | | | SHEET LS1.1: PER SECTION 12.2.5.1.2, A DEAD-END IN AN | | | ASSEMBLY OCCUPANCY SHALL NOT EXCEED 20 FEET AND THE | | | COMMON PATH OF TRAVEL SHALL NOT EXCEED 20 FEET WHEN THE | | | PATH SERVES MORE THAN 50 OCCUPANTS. | | | | | | SHEET A7.2.1.: THE STAIR GUARDRAIL DOES NOT APPEAR TO | | | BE AT LEAST 42-INCHES TALL. | | | | | | SHEET ID1.2: DETAIL #12 (REFERENCED FROM SHEET A1.2) | | | INDICATES THE STAIR GLAZING AS NON-FIRE RATED; HOWEVER, | | | DETAIL #10 INDICATES THE GLAZING IS FIRE-RATED. | | | | | | GENERAL: PROVIDE TACTILE SIGNAGE AT ALL REQUIRED EXIT | | | DOORS WITH EXIT SIGNS. | | | | | | GENERAL: EVERY ASSEMBLY OCCUPANCY ROOM NOT HAVING FIXED | | | SEATS SHALL HAVE THE OCCUPANT LOAD OF THE ROOM POSTED | | | IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT FROM THE | | | ROOM. SIGNS SHALL BE DURABLE AND INDICATE THE NUMBER OF | | | OCCUPANTS PERMITTED FOR EACH ROOM. | | | | | | SPRINKLER: 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. | | | | | | SPRINKLER: INDICATE THE LOCATION AND DISTANCE TO THE | | | NEAREST FIRE HYDRANT. | | | | | | SPRINKLER: FOR A FULLY SPRINKLERED BUILDING, A CLASS I | | | FIRE PROTECTION STANDPIPE IS REQUIRED WHEN THE FLOOR | | | LEVEL OF THE HIGHEST STORY IS LOCATED MORE THAN 30 FEET | | | ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICHLE | | | ACCESS. | | | | | | SHEET FS1.1: ALL THE FIRE SPRINKLER FLOOR PLANS ARE | | | INDICATED AS "FIRE ALARM PLANS." | | | | | | SHEET E4.1: ALL THREE FLOOR PLANS ARE EXACTLY THE SAME. | | | | | | FIRE ALARM: PER SECTION 12.3.4.3.3, PROVIDE | | | SPEAKER/STROBE NOTIFICATION APPLIANCES AS ASSEMBLY | | | OCCUPANCIES WITH AN OCCUPANT LOAD EXCEEDING 300 | | | OCCUPANTS SHALL RECEIVE FIRE ALARM NOTIFICATION BY | | | VISIBLE SIGNALS AND VOICE ANNOUNCEMENTS. | | | | | | FIRE ALARM: PROVIDE A PRE-RECORDED FIRE ALARM | | | EVACUATION MESSAGE NOTIFYING OCCUPANTS AN EMERGENCY HAS | | | BEEN REPORTED IN THE BUILDING, LOCATE THE NEAREST EXIT, | | | AND EXIT THE BUILDING IMMEDIATELY. DO NOT USE THE | | | ELEVATOR. | | | | | | FIRE ALARM: INDICATE THE LOCATION OF THE FACP. NEW FIRE | | | ALARM SYSTEMS SHALL BE FULLY ADDRESSABLE. A CERTIFICATE | | | OF COMPLETION AND A THIRD PARTY MONITORING/VERIFICATION | | | (UL OR ETL) CERTIFICATE SHALL BE PROVIDED AT TIME OF | | | FINAL FIRE ALARM INSPECTION. PER LOCAL AHJ POLICY, DUCT | | | SMOKE DETECTORS SHALL INITIATE A GENERAL FIRE ALARM | | | CONDITION. ELEVATOR RECALL SHALL BE INTERFACED WITH | | | FIRE ALARM SYSTEM. | | | | | | ELEVATOR: PER SECTION 9.4.3 - FIRE FIGHTERS EMERGENCY | | | OPERATIONS: ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE | | | FIGHTERS EMERGENCY OPERATIONS REQUIREMENTS OF ASME | | | A17.1/CSA B44, SAFETY CODE FOR ELEVATORS AND | | | ESCALATORS. | | | | | | WESLEY JOLIN | | | FIRE INVESTIGATOR & INSPECTOR | | | OFFICE OF THE FIRE MARSHAL | | | WEST PALM BEACH FIRE RESCUE | | | [email protected] | | | (561) 805-6730 | | | |
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| Review Stop |
G |
GAS REVIEW |
| Rev No |
2 |
Status |
P |
Date |
2014-04-26 |
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Cont ID |
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| Sent By |
jwitmer |
Date |
2014-04-26 |
Time |
11:22 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2014-04-26 |
Time |
11:21 |
Sent To |
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| Notes |
| 2014-04-26 11:30:19 | GAS REVIEWED GAS REVIEW : TABLE 402.4(2) SCH. 40 | | | METALLIC PIPE | | | PROVISO: 404.3 PIPING IN CONCEALED LOCATIONS. | | | PORTIONS OF A PIPING SYSTEM INSTALLED IN CONCEALED | | | LOCATIONS SHALL NOT HAVE UNIONS, TUBING FITTINGS, RIGHT | | | AND LEFT COUPLINGS, BUSHINGS, COMPRESSION COUPLINGS AND | | | SWING JOINTS MADE BY COMBINATIONS OF FITTINGS. | | | EXCEPTIONS: | | | 1. TUBING JOINED BY BRAZING. | | | 2. FITTINGS LISTED FOR USE IN CONCEALED LOCATIONS | | | | | | |
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| Review Stop |
G |
GAS REVIEW |
| Rev No |
1 |
Status |
P |
Date |
2013-07-31 |
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Cont ID |
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| Sent By |
lwagner |
Date |
2013-07-31 |
Time |
08:51 |
Rev Time |
0.00 |
| Received By |
lwagner |
Date |
2013-06-28 |
Time |
15:44 |
Sent To |
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| Notes |
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| Review Stop |
HIST |
HISTORICAL |
| Rev No |
1 |
Status |
P |
Date |
2013-07-30 |
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Cont ID |
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| Sent By |
fmittner |
Date |
2013-07-30 |
Time |
11:42 |
Rev Time |
0.00 |
| Received By |
fmittner |
Date |
2013-07-30 |
Time |
11:42 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
5 |
Status |
N |
Date |
2014-05-11 |
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Cont ID |
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| Sent By |
skennedy |
Date |
2014-05-11 |
Time |
10:54 |
Rev Time |
0.00 |
| Received By |
skennedy |
Date |
2014-05-01 |
Time |
15:08 |
Sent To |
FIRE |
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| Notes |
| 2014-05-01 15:08:46 | GIVEN TO WJOLIN. |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2014-04-26 |
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Cont ID |
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| Sent By |
jwitmer |
Date |
2014-04-26 |
Time |
13:02 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2014-04-07 |
Time |
15:53 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2014-02-12 |
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Cont ID |
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| Sent By |
jwitmer |
Date |
2014-02-12 |
Time |
10:47 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2014-01-15 |
Time |
09:03 |
Sent To |
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| Notes |
| 2014-01-16 09:04:23 | INCOMING SENT TO C-25. JW |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2013-12-16 |
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Cont ID |
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| Sent By |
hmoser |
Date |
2013-12-16 |
Time |
15:29 |
Rev Time |
0.00 |
| Received By |
hmoser |
Date |
2013-10-31 |
Time |
10:50 |
Sent To |
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|
| Notes |
| 2013-10-31 17:58:28 | INCOMING SENT TO C-26 .JW |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2013-07-31 |
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Cont ID |
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| Sent By |
shill |
Date |
2013-07-31 |
Time |
09:26 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2013-06-17 |
Time |
11:43 |
Sent To |
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|
| Notes |
| 2013-06-18 11:43:50 | SENT TO C28 SHELF FOR REVIEW. JG. |
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| Review Stop |
IMPACT |
COUNTY IMPACT FEES |
| Rev No |
4 |
Status |
P |
Date |
2014-04-26 |
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Cont ID |
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| Sent By |
jwitmer |
Date |
2014-04-26 |
Time |
10:30 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2014-04-26 |
Time |
10:27 |
Sent To |
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|
| Notes |
| 2014-04-26 10:30:32 | FEB. 18/2014 | | | PALM BEACH COUNTY IMPACT FEE OFFICE | | | MU 2014-3565 | | | A-2 RESTARAUNT | | | SQ. FT. 10,284 | | | FEES ASSESSED: | | | $19,900.78. |
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| Review Stop |
IMPACT |
COUNTY IMPACT FEES |
| Rev No |
3 |
Status |
F |
Date |
2014-02-01 |
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Cont ID |
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| Sent By |
jwitmer |
Date |
2014-02-01 |
Time |
12:29 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2014-02-01 |
Time |
12:29 |
Sent To |
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|
| Notes |
| 2014-02-01 12:30:09 | BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT | | | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL | | | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND | | | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT | | | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE | | | INFORMATION. | | | | | | JAMES A. WITMER CBO | | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | | TEL: 561-805-6715 | | | FAX: 561-805-6676 | | | E-MAIL: [email protected] |
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| Review Stop |
IMPACT |
COUNTY IMPACT FEES |
| Rev No |
2 |
Status |
F |
Date |
2013-11-22 |
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|
Cont ID |
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| Sent By |
jwitmer |
Date |
2013-11-22 |
Time |
13:22 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2013-11-22 |
Time |
13:22 |
Sent To |
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|
| Notes |
| 2013-11-22 13:22:32 | 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 | | | | | | 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 | | | | | | |
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| Review Stop |
IMPACT |
COUNTY IMPACT FEES |
| Rev No |
1 |
Status |
F |
Date |
2013-07-17 |
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Cont ID |
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| Sent By |
jwitmer |
Date |
2013-07-17 |
Time |
11:53 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2013-07-17 |
Time |
11:53 |
Sent To |
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| Notes |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
2 |
Status |
P |
Date |
2013-12-16 |
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Cont ID |
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| Sent By |
hmoser |
Date |
2013-12-16 |
Time |
15:25 |
Rev Time |
0.00 |
| Received By |
hmoser |
Date |
2013-12-16 |
Time |
14:09 |
Sent To |
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|
| Notes |
| 2013-12-16 15:29:01 | KITCHEN HOOD AND COOLERS WERE NOT REVIEWED. | | | HOODS AND COOLERS REQUIRE SEPARATE PERMIT APPLICATION | | | PLANS AND PERMIT. | | | PLAN REVIEW BY HAROLD MOSER | | | [email protected] | | | OFFICE 561-805- 6732 | | | FAX 561-805-6676 |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
1 |
Status |
F |
Date |
2013-07-16 |
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Cont ID |
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| Sent By |
hmoser |
Date |
2013-07-16 |
Time |
13:36 |
Rev Time |
0.00 |
| Received By |
hmoser |
Date |
2013-07-16 |
Time |
08:56 |
Sent To |
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| Notes |
| 2013-07-16 13:36:39 | PLANS DENIED | | | 1) IN REGARDS TO RTU ATTACHMENT TO ROOF CURB | | | DETAIL. PAGE M0.1 OF PLANS REFER TO TABLE 1509.7 | | | CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL | | | UNITS 2010 FBC. | | | 2) SAME DETAIL PAGE M0.1 OF PLANS | | | MINIMUM DESIGN WIND LOADS OF 170 MPH 2010 FBC | | | 3) PROVIDE A DETAIL FROM THE ENGINEER ON THE CURB TO | | | ROOF TIE DOWN PROVIDE SCREW OR BOLT SIZE PER SECTION | | | 301.12 WIND RESISTANCE 2010 FBC (M) | | | 4) REFER TO SECTION 503.2.4.4 SHUT OFF DAMPER CONTROLS | | | FOR OUT DOOR AIR AND EXHAUST. 2010 FLORIDA ENERGY CODE | | | 5) SEPARATE APPLICATION , PLANS AND PERMIT REQUIRED FOR | | | HOOD AND COOLERS. | | | 6) IN REGARDS TO AIR HANDLERS 1,2,3 AND 4 REFER TO | | | SECTION | | | 306.1 ACCESS FOR MAINTENANCE AND REPLACEMENT. 1210 | | | FBC (M) | | | 7) PROVIDE PRODUCT APPROVAL FOR OUT SIDE GRILLS | | | AND WALL CAPS PER SECTION 107.3.4.1 2010 FBC | | | 8) OUT SIDE AIR DUCT SHALL BE METAL PER DUCT BOARD | | | MANUFACTURER'S ENGINEER. | | | PLAN REVIEW BY HAROLD MOSER | | | [email protected] | | | OFFICE 561-805-6732 | | | FAX 561-805-6676 |
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| Review Stop |
P |
PLUMBING |
| Rev No |
3 |
Status |
P |
Date |
2014-04-26 |
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Cont ID |
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| Sent By |
jwitmer |
Date |
2014-04-26 |
Time |
11:05 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2014-04-26 |
Time |
11:05 |
Sent To |
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|
| Notes |
| 2014-04-26 11:15:51 | GREASE INTERCEPTOR SIZED SHEET P2.1 SCHIER MODEL GB-75 | | | / 75 GPM FLOW RATE / 616 GREASE HOLDING CAPACITY. |
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| Review Stop |
P |
PLUMBING |
| Rev No |
2 |
Status |
P |
Date |
2013-11-27 |
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Cont ID |
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| Sent By |
lwagner |
Date |
2013-11-27 |
Time |
14:10 |
Rev Time |
0.00 |
| Received By |
lwagner |
Date |
2013-11-25 |
Time |
14:57 |
Sent To |
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| Notes |
| 2013-11-27 13:51:03 | ***PROVISO*** | | | ROOF DRAINAGE SHALL BE TO AN APPROVED PLACE OF | | | DISPOSAL: | | | 1101.2 WHERE REQUIRED. | | | ALL ROOFS, PAVED AREAS, YARDS, COURTS AND COURTYARDS | | | SHALL DRAIN INTO A SEPARATE STORM SEWER SYSTEM, OR A | | | COMBINED SEWER SYSTEM, OR TO AN APPROVED PLACE OF | | | DISPOSAL. FOR ONE- AND TWO-FAMILY DWELLINGS, AND WHERE | | | APPROVED, STORM WATER IS PERMITTED TO DISCHARGE ONTO | | | FLAT AREAS, SUCH AS STREETS OR LAWNS, PROVIDED THAT THE | | | STORM WATER FLOWS AWAY FROM THE BUILDING. |
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| Review Stop |
P |
PLUMBING |
| Rev No |
1 |
Status |
F |
Date |
2013-07-01 |
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|
Cont ID |
|
| Sent By |
lwagner |
Date |
2013-07-01 |
Time |
14:43 |
Rev Time |
0.00 |
| Received By |
lwagner |
Date |
2013-06-28 |
Time |
13:30 |
Sent To |
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| Notes |
| 2013-07-01 14:41:38 | FBC 2010 PLUMBING REVIEW #1 | | | DENIED: | | | | | | 1. SHEET A 1.2 THE RESTROOMS HAVE 6 OR MORE REQUIRED | | | FACILITIES. THE UNISEX RESTROON MAY BE USED IN THE | | | REQUIRED FIXTURE COUNT FOR MALE OR FEMALE. | | | 403.5 UNISEX TOILET AND BATHING ROOMS. | | | IN ASSEMBLY AND MERCANTILE OCCUPANCIES, AN ACCESSIBLE | | | UNISEX TOILET ROOM SHALL BE PROVIDED WHERE AN AGGREGATE | | | OF SIX OR MORE MALE AND FEMALE WATER CLOSETS IS | | | REQUIRED. IN BUILDINGS OF MIXED OCCUPANCY, ONLY THOSE | | | WATER CLOSETS REQUIRED FOR THE ASSEMBLY OR MERCANTILE | | | OCCUPANCY SHALL BE USED TO DETERMINE THE UNISEX TOILET | | | ROOM REQUIREMENT. IN RECREATIONAL FACILITIES WHERE | | | SEPARATE-SEX BATHING ROOMS ARE PROVIDED, AN ACCESSIBLE | | | UNISEX BATHING ROOM SHALL BE PROVIDED. FIXTURES LOCATED | | | WITHIN UNISEX TOILET AND BATHING ROOMS SHALL BE | | | INCLUDED IN DETERMINING THE NUMBER OF FIXTURES PROVIDED | | | IN AN OCCUPANCY. | | | | | | 2. SHEET P 2.2 THE RAIN WATER LINES ARE NOT LABELED FOR | | | SIZE OR SQUARE FEET. | | | | | | 3. SUMP PUMPS OR FLOOR DRAINS ARE REQUIRED IN ELEVATORS | | | WITH FIREFIGHTERS' EMERGENCY OPERATION. THE DRAIN SHALL | | | BE INDIRECT TO THE SANITARY. | | | ASME A17.1 2.2.2.5 | | | P 301.6 EXCEPTION: FLOOR DRAINS, SUMPS AND SUMP PUMPS | | | SHALL BE PERMITTED AT THE BASE OF THE SHAFT, PROVIDED | | | THAT THEY ARE INDIRECTLY CONNECTED TO THE PLUMBING | | | SYSTEM AND COMPLY WITH SECTION 1003.4. | | | | | | | | | REVIEW BY | | | LARRY WAGNER | | | CHIEF PLUMBING INSPECTOR | | | PHONE # 805-6692 | | | EMAIL [email protected] | | | FAX # 805-6676 | | | |
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| Review Stop |
THRESHOLD |
THRESHOLD INSPECTOR DOCUMENTS |
| Rev No |
1 |
Status |
P |
Date |
2014-02-21 |
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Cont ID |
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| Sent By |
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Date |
2014-02-21 |
Time |
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Rev Time |
0.00 |
| Received By |
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Date |
2014-02-21 |
Time |
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Sent To |
I |
|
| Notes |
| 2014-02-21 10:03:56 | CHANGED ADDRESS: 310 CLEMATIS STREET TO 114 SOUTH OLIVE | | | AVENUE. |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2013-07-30 |
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Cont ID |
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| Sent By |
aaponte |
Date |
2013-07-30 |
Time |
09:59 |
Rev Time |
0.00 |
| Received By |
aaponte |
Date |
2013-07-30 |
Time |
09:59 |
Sent To |
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|
| Notes |
| 2013-06-20 09:26:50 | 6/20/13 |
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