Plan Review Stops For Permit 01070171 |
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
5 |
Status |
P |
Date |
2002-03-05 |
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Cont ID |
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Sent By |
hpiskura |
Date |
2002-03-05 |
Time |
09:31 |
Rev Time |
0.00 |
Received By |
hpiskura |
Date |
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Time |
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Sent To |
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Notes |
2002-03-05 00:00:00 | SEE MASTER# 02020594 |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
4 |
Status |
F |
Date |
2002-01-31 |
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Cont ID |
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Sent By |
hpiskura |
Date |
2002-01-31 |
Time |
13:42 |
Rev Time |
0.00 |
Received By |
hpiskura |
Date |
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Time |
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Notes |
2002-01-31 00:00:00 | FBC 705.1.3 REQUIRES THE FIRE RATED | | WINDOWS, (AND DOORS), TO BE LABELED AND | | LISTED IN ACCORDANCE WITH NFPA 80-95. | | | | THE STORAGE ROOM DOORS SHOWN AS (9) ON | | THE PLAN ARE REQUIRED TO BE RATED [45 | | MIN] SINCE THEY ARE WITHIN THE TEN FEET | | WIDE SHADOW OF PROTECTION REQUIRED BY | | FBC 1006.2.4. |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
3 |
Status |
F |
Date |
2001-12-10 |
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Cont ID |
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Sent By |
hpiskura |
Date |
2001-12-10 |
Time |
11:21 |
Rev Time |
0.00 |
Received By |
hpiskura |
Date |
2001-12-10 |
Time |
08:36 |
Sent To |
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Notes |
2001-12-10 00:00:00 | THE TRUSS LAYOUT STILL CALLS OUT THE | | ASCE 7-93 AND THE ENGINEERING SHEETS | | ARE NOT SPECIFIC.THIS CAN BE | | ADDRESSED SUBSEQUENT TO PERMITTING AND | | PRIOR TO INSTALLATION. | | | | THE ENTRANCE DOORS TO THE UNITS ARE | | REQUIRED TO BE FIRE RATED BY SBC | | 1006.2.4, BOTH THE UPPER AND LOWER | | UNITSARE SUBJECT TO THIS REQUIREMENT. | | THIS WAS REQUESTED ON THE PREVIOUS | | CHECKLIST. ALSO, THE WINDOWS IN THE "TEN | | FEET WIDE SHADOW"SEE THE ATTACHED | | COPY OF THE SBC CODE COMMENTARY. | | | | | | THE "CHASE" ON SHEET 6/A7.03 MUST | | COMPLY WITH SBC 705.6.1.2 WITH REGARDS | | TO THE DRYER, EXHAUST DUCTS, PLUMBING | | ,ELECTRICAL AND ANY OTHER MATERIALS | | PENETRATING RATED WALLS OR FLOORS AND | | NOT CONTAINED IN A FIRE RATED SHAFT. | | | | THERE ARE NO ARCHITECTURAL SITE PLANS | | OR PROPERTY SURVEY(S),OR FINISHED FLOOR | | ELEVATIONS RELATIVE TO NGVD. | | | | THE SKETCHES DATED 11/7/01 BY J. | | FERNANDEZ-BARQUIN, PE, INVESTIGATE THE | | HAND AND GUARD RAILS UNDER ONLY ONE | | CONDITION.AN ANALYSIS WAS NOT | | REQUESTED BUT A THE DESIGN LOADS TO BE | | USED IN ACCORDANCE WITH SBC 1608.2. | | ATTACHED IS AN EXERPT FROM THE SBC CODE | | COMMENTARY DEPICTING THE LOADS AND | | THEIR APPLICATION. | | | | THIS PROJECT WILL APPARENTLY HAVE 24 | | BUILDINGS IN TWO SEPARATE LOCATIONS. | | AS NOTED IN THE FIRST PLAN REVIEW, | | SEPARATE PERMITS ARE REQUIRED FOR EACH | | BUILDING.WHAT IS BEING APPLIED FOR | | WITH THIS APPLICATION? |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
F |
Date |
2001-10-29 |
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Cont ID |
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Sent By |
hpiskura |
Date |
2001-10-29 |
Time |
08:08 |
Rev Time |
0.00 |
Received By |
hpiskura |
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Notes |
2001-10-29 00:00:00 | THE LETTER DATED 8/20/01 FROM JUAN | | FERNANDEZ-BARQUIN, P.E. CALLS OUT WIND | | DESIGN TO ASCE 7-88/93.THE 1997 | | STANDARD BUILDING CODE INVOKES ASCE | | 7-95.PLEASE REVISE AS NECESSARY AND | | DEMONSTRATE COMPLIANCE WITH SAME.WEST | | PALM BEACH IS IN A 140 MPH ZONE FOR ASCE | | AND 110 MPH IF SBC 1606.2 IS USED.SEE | | SBC 1606.2.2 RE: MIXING OF WIND | | PRESSURES FROM DIFFERENT SOURCES. SHEET | | S11 WRONGLY CITES 100 MPH AND ASCE 7-93. | | MARTINEZ TRUSSES USED ASCE 7-93 AS WELL. | | | | | | THE NOA FOR THE METAL TECH SHUTTERS | | EXPIRED 10/01/01.FURTHER, THE | | COMPONENTS ARE NOT MARKED AS PROVIDED | | FOR IN SECTION 6.1.2 OF THAT REPORT OR | | AN INSTALLATION SCHEDULE INCLUDED. | | | | SEE THE BUILDING OFFICIAL'S | | INTERPRETATION OF HURRICANE MISSILE | | IMPACT REGARDING THE USE OF SHUTTERS ON | | MULTI FAMILY BUILDINGS.A COPY IS | | ATTACHED. | | | | THE ENTRANCE DOORS TO THE UNITS ARE | | REQUIRED TO BE PROTECTED OPENINGS AS | | PROVIDED FOR IN SBC 1006.2.4. THIS IS | | NOT READILY DISCERNIBLE FROM THE DOOR | | SCHEDULE ON SHEET A5.01.ALSO, THE | | WINDOW TYPE [C] IS SHOWN AS AN OPERABLE | | WINDOW.THIS MUST BE A TESTED FIRE | | RATED ASSEMBLY.SEESBC 705.1.3.THE | | WINDOWS SHOWN AS [H] AND THE GLASS BLOCK | | IN THE END "C" UNITS ARE SUBJECT TO | | SBC1006.2.4. | | | | SHOW THE FIRE DESIGN NUMBER FOR THE 1 HR | | SHAFT IN SECTION 6/A7.03.SEE SBC | | 701.2. | | | | PLEASE PROVIDE A DIMENSIONED SITE PLAN | | AND A RECENT PROPERTY SURVEY. | | | | SHOW THE FINISH FLOOR ELEVATIONS | | RELATIVE TO NGVD. | | | | SHOW THE HANDRAIL AND GUARDRAIL LOADS AS | | REQUESTED ON THE PREVIOUS CHECKLIST, | | SEE SBC 1608.2. | | | | EACH BUILDING REQUIRES A SEPARTE PERMIT, | | ALSO SEE THE PREVIOUS LIST REGARDING IM | | PACT FEES AND A RESIDENT INSPECTOR. |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2001-07-27 |
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Cont ID |
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Sent By |
hpiskura |
Date |
2001-07-27 |
Time |
09:38 |
Rev Time |
0.00 |
Received By |
hpiskura |
Date |
2001-07-23 |
Time |
08:04 |
Sent To |
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Notes |
2001-07-27 00:00:00 | THE STRUCTUAL CALCS CITE 40 PSF FOR THE | | STAIRS.THE CITY USES SBC TABLE 1604.1. | | PLEASE REVISE AS NECESSARY. | | | | SEVERAL OF THE PAGES OF THE STRUCTUAL | | CALCS CITE THE UBC WHICH IS NOT | | RECOGNIZED BY THE CITY. | | | | THE CALCULATIONS DO NOT SHOW AN | | INVESTIGATION FOR WINDLOADS. | | | | THE METRO DADE NOA FOR THE STEEL DOOR | | 95-1212.01 IS EXPIRED AND THE DRAWING | | IS ILLEGIBLE. | | | | THE INFORMATION FOR THE "PICTURE | | WINDOW"IS NOT A NOTICE OF ACCEPTANCE OR | | TEST REPORT. | | | | THE NOA FOR THE METAL TECH SHUTTERS DOES | | NOT HAVE THE COMPONENTS MARKED OR AN | | INSTALLATION SCHEDULE. | | | | UNIT TYPE A1 SHOWS A DOOR WITH A | | SIDELITE AND NO ACCOMPANYING PRODUCT | | REPORT. | | | | THE GLAZING ADJACENT THE ENTRY DOORS OF | | THE B TYPE UNITS MUST COMPLY WITH SBC | | 2405.2.1. | | | | SEE SBC 1006.2.4 FOR OPENING PROTECTION | | REQUIREMENTS IN THE VICINITY OF THE | | STAIRS. | | | | THE GUARDRAIL SHOWN IN SECTION 8/A701 | | DOES NOT HAVE THE 2" SPHERE TOE RAIL | | REQUIREMENT OF SBC 1015.3. | | | | SHOW THE FIRE DESIGN NUMBER FOR THE 1 | | HOUR CHASE DEPICTED IN SECTION 6/A7.03. | | | | THE PROPERTY MAY BE IN A FLOOD ZONE BUT | | IN THE ABSENCE OF A SURVEY OR LEGAL | | DESCRIPTION, IT CANNOT BE DETERMINED. | | | | THE NOTES ON SHEET S1 CALL OUT A SOIL | | PRESSURE OF 2000 PSF AND S11 3000 PSF. | | PLEASE CLARIFY. | | | | S12 DOES NOT SHOW ANY WIND PRESSURES FOR | | THE ROOF. | | | | SHOW THE DESIGN LOADS FOR THE HANDRAILS | | AND GUARDRAILS, INCLUDING THE LATICE, IN | | ACCORDANCE WITH SBC 1608.2. | | | | STRUCTURAL. WHAT IS THE BASE VELOCITY | | PRESSURE USED?ASCE OR SBC? | | | | THE A 5 SHEETS REFERENCE A TYPICAL | | TENANT SEPARATION WALL TO BE 4/A601 AND | | IS NOT FOUND THERE.IS IT 1/A6.02? | | NOTE, THIS DOES NOT MEET THE DEFINITION | | OF A TOWNHOUSE. SEE SBC 202. | | | | | | A SCALED AND DIMENSIONED SITE PLAN WAS | | NOT INCLUDED SO COMPLIANCE WITHSBC | | TABLE 600 CANNOT BE DETERMINED.IT | | APPEARS FROM THE LANDSCAPE PLANS THAT | | THE STAIRS MAY NOT COMPLY WITH SBC | | 1006.2.2. | | | | SHOW A STAIR DETAIL SO THAT COMPLIANCE | | WITH SBC 1007.3.1 MAY BE DETERMINED. | | | | SHOW THE FIRE SPRINKLER DESIGN AS | | REQUIRED BY FS 553.79 (2) | | | | INCLUDE THE REINFORCED MASONRY CHECKLIST | | REQUIRED BY ACI 530. | | | | A RESIDENT INSPECTOR WILL BE REQUIRED | | FOR THIS PROJECT.CONTACT DON NEELY AT | | 561-659-8096X 8333 FOR MORE | | INFORMATION. | | | | | | BEFORE A PERMIT TO CONSTRUCT CAN BE | | ISSUED IMPACT FEES MUST BE PAID TO PALM | | BEACH COUNTY FOR THE CITY.CALL | | 561-233-5025 | | FOR MORE INFORMATION. |
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Review Stop |
E |
ELECTRICAL |
Rev No |
4 |
Status |
N |
Date |
2002-03-07 |
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Cont ID |
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Sent By |
dpalmer |
Date |
2002-03-07 |
Time |
12:34 |
Rev Time |
0.00 |
Received By |
dpalmer |
Date |
2002-03-07 |
Time |
12:34 |
Sent To |
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Notes |
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Review Stop |
E |
ELECTRICAL |
Rev No |
3 |
Status |
F |
Date |
2002-02-13 |
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Cont ID |
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Sent By |
dpalmer |
Date |
2002-02-13 |
Time |
09:30 |
Rev Time |
0.00 |
Received By |
dpalmer |
Date |
2002-02-13 |
Time |
09:29 |
Sent To |
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Notes |
2002-02-13 00:00:00 | ******************* UNSAT ************** | | | | 1)NOTE: PLEASESHOW BEDROOM ARC FAULT | | REQ`MENTS PER 210-12. | | | | 2)NOTE: PLEASE NOTE THAT ONE SET HAS | | PAGES 4-5-6 CROSSED OUT AND OTHER SETS | | HAVE PAGES CROSSED OUT AND NEW SHEETS??? | | PLEASE SUBMIT NEW SETS FOR ELECTRICAL | | ADDRESS NOTE #1. | | | | PLEASE SUBMIT THE ABOVE INFORMATION FOR | | REVIEW. IF THERE ARE ANY QUESTIONS, | | PLEASE CALL. | | | | DEWEY PALMER | | ELECTRICAL PLAN REVIEW | | 561-659-8096 EXT 8372 |
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Review Stop |
E |
ELECTRICAL |
Rev No |
2 |
Status |
P |
Date |
2001-10-23 |
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Cont ID |
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Sent By |
dpalmer |
Date |
2001-10-23 |
Time |
21:57 |
Rev Time |
0.00 |
Received By |
dpalmer |
Date |
2001-10-23 |
Time |
21:57 |
Sent To |
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Notes |
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Review Stop |
E |
ELECTRICAL |
Rev No |
1 |
Status |
F |
Date |
2001-07-30 |
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Cont ID |
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Sent By |
dpalmer |
Date |
2001-07-30 |
Time |
21:08 |
Rev Time |
0.00 |
Received By |
dpalmer |
Date |
2001-07-30 |
Time |
20:50 |
Sent To |
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Notes |
2001-07-30 00:00:00 | ***************** UNSAT ************** | | | | 1)NOTE: PLEASE NOTE THAT FS AND FAC | | 61G15-23.002 ALL SHEETS SIGNED AND | | SEALED BY THE ENGINEER MUST CONTAIN | | A FULL TITLE BLOCK WITH ALL THE | | INFORMATION REQ`D. PLEASE NOTE THAT E-5 | | IS THE | | ONLY PAGE WHERE THIS TOOK PLACE. | | | | 2)NOTE: PLEASE NOTE THAT NONE OF THE | | SHEETS IN EITHER SET FOR SE-1-SE-4 | | ARE SIGNED DATED OR SEALED BY THE | | ENGINEER OF RECORD. PER FS AND FAC. | | 471.025. | | | | PLANS ARE PASSED FOR CODE COMPLIANCE | | BUT NEED THE ABOVE TWO COMMENTS | | ADDRESSED. PLEASE SUBMIT THE ABOVE FOR | | REVIEW. IF THERE ARE ANY QUESTIONS, | | PLEASE CALL. | | | | DEWEY PALMER | | ELECTRICAL PLAN REVIEW | | 561-659-8096 EXT 8372 |
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Review Stop |
ENG |
ENGINEERING CSD |
Rev No |
2 |
Status |
N |
Date |
2001-11-19 |
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Cont ID |
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Sent By |
mamini |
Date |
2001-11-19 |
Time |
10:14 |
Rev Time |
1.00 |
Received By |
mamini |
Date |
2001-11-19 |
Time |
10:14 |
Sent To |
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Notes |
2001-11-19 00:00:00 | N/A : | | SEE PERMIT # 01081120 & 01091066 |
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Review Stop |
ENG |
ENGINEERING CSD |
Rev No |
1 |
Status |
F |
Date |
2001-07-10 |
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Cont ID |
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Sent By |
mamini |
Date |
2001-07-10 |
Time |
09:58 |
Rev Time |
6.00 |
Received By |
mamini |
Date |
2001-07-10 |
Time |
09:11 |
Sent To |
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Notes |
2001-07-10 00:00:00 | FAILED: | | 1. PLEASE PROVIDE SURVEYING PLANS. | | 2. PLEASE PROVIDE STORM WATER | | CALCULATIONS FOR OUR REVIEW AND APPROVAL | | 3. PLEASE INCLUDE PERVIOUS & IMPERVIOUS | | CALCULATIONS AREA ON PAVING AND DRAINAGE | | SHEETS. | | 4. PLEASE PROVIDE THE STATUS OF APPROVAL | | FROM THE SFWMD AND DEP IN REGARDS TO | | THIS PROJECT. | | 5. PLEASE PROVIDE POLLUTION PREVENTION | | PLANS, PLANS SHOULD BE INSTALLED IN THE | | FIELD PRIOR TO ANY EARTH WORKS. | | 6. PROVIDE IRRIGATION PLANS, A SEPARATE | | BACKFLOW PREVENTERS IS RECOMMENDED. | | 7. SHOW LOCATIONS FOR BACKFLOW | | PREVENTERS AND DOUBLE CHECK ASSEMBLIES. | | 8. SHOW SAMPLE POINTS LOCATIONS. | | 9. PLEASE PROVIDE DETAILS FOR DUMPSTER | | ENCLOSURES, SEE ATTACHED. | | 10. ANY NEW CONNECTIONS TO CITY SERVICES | | REQUIRES A SEPARATE PERMITT AND APPROVAL | | FROM PUBLIC UTILITIES ENGINEERING | | SERVICES DEPARTMENT. 659-8040 | | 11. ANY WORK WITHIN PUBLIC R.O.W | | REQUIRES PERMITT FROM COUNTY OR CITY | | ENGINEERS OFFICE. 659-8040 | | | | 3A - SECTION | | 1. PLEASE SHOW THE ROADWAY ENTRANCE / | | DETAILS, A MINIMUM OF 20'-0" CLEAR IS | | REQUIRED FOR FIRE TRUCK TO ENTER THE | | SITE. | | | | 3B - SECTION | | 1. PLEASE SHOW THE WIDTH DIMENSIONS AT | | THE ENTRANCE, A MINIMUM OF 20'-0" CLEAR | | IS REQUIRED FOR FIRE TRUCK TO ENTER THE | | SITE. | | 2. SHEET 3 OF 5 SHOWS RCP LEAVING | | STRUCTURE ( BY OTHERS), PLEASE STATE, | | WHERE THIS IS CONNECTED TO. | | 3. PLEASE SHOW WATER SERVICE TO BUILDING | | 15,20 AND 23. SHEET 2,3,4 OF 12 | | 4. PLEASE SHOW THE FIRE HYDRANTS THROUGH | | -OUT. |
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Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
5 |
Status |
P |
Date |
2002-03-01 |
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Cont ID |
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Sent By |
mcarsill |
Date |
2002-03-01 |
Time |
15:17 |
Rev Time |
0.00 |
Received By |
mcarsill |
Date |
2002-03-01 |
Time |
15:17 |
Sent To |
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Notes |
2002-03-01 00:00:00 | A) THE REQUIRED FIRE ALARM SYSTEMS ARE | | TO BE PERMITTED SEPARATELY. PLANS, CUT | | SHEETS, WIRING DIAGRAMS, AND BATTERY | | CALCULATIONS ARE TO BE PROVIDED. MANUAL | | PULL STATIONS AND HORN STROBES ARE TO | | BE PROVIDED THROUGHOUT THE BUILDING. | | ON 3.1.02 WRITER CONTACTED FELIX | | SIERRA WHO ADVISED THAT THE FIRE | | ALARM CONTROL PANEL WILL BE LOCATED | | IN AN EXTERIOR STORAGEROOM. THE FIRE | | ALARM SYSTEM IS TO BE CLASS A OR FULLY | | ADDRESSABLE. | | B) THE EXIT STAIRS ARE TO BE AT LEAST | | 36" WIDE SINCE OCCUPANT LOADS ARE | | EXPECTED TO BE LESS THAN 50 PERSONS. | | THE MINIMUM HEIGHT OF RISER SHALL BE | | 4", MAXIMUM HEIGHT OF RISER 7", WITH | | THE MINIMUM TREAD DEPTH OF AT LEAST | | 11 INCHES. | | C) ILLUMINATION IS TO BE PROVIDED | | FOR THE MEANS OF EGRESS. | | | | MIKE CARSILLO, ASSISTANT FIRE MARSHAL | | 659-8096,EXT.8497 | | 835-2910 |
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Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
4 |
Status |
F |
Date |
2002-01-30 |
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Cont ID |
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Sent By |
mcarsill |
Date |
2002-01-30 |
Time |
11:54 |
Rev Time |
0.00 |
Received By |
mcarsill |
Date |
2002-01-30 |
Time |
11:54 |
Sent To |
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Notes |
2002-01-30 00:00:00 | THE BUILDING WAS REVIEWED UNDER THE | | FLORIDA FIRE PREVENTION CODE. | | 1) FIRE HYDRANTS WILL BE RELOCATED TO | | ISLANDS TO PREVENT PROBLEMS WITH ACCESS | | TO THEM. THIS ARRANGEMENT WAS AGREED TO | | BY MR. FELIX SIERRA | | 2) GENERAL NOTES SECTION SHOULD READ | | FLORIDA FIRE PREVENTION CODE. | | 3) ALL STORAGE ROOMS OUTSIDE OF | | DWELLING UNITS TO BE PROTECTED BY AT | | LEAST ONE HOUR FIRE SEPARATION OR FIRE | | SPRINKLERS. | | 4) THE REQUIREMENT FOR A FIRE ALARM | | SYSTEM STILL SEEMS TO BE PRESENT. THE | | TWO EXCEPTIONS TO THIS CODE REQUIREMENT | | DOES NOT APPEAR TO APPLY. PLEASE REVIEW | | CODE REQUIREMENT AND EXCEPTIONS. | | 5) THE INFORMATION PROVIDED FOR THE | | WINDOWS IS CONFUSING. ARE THE EGRESS | | WINDOWS, SELF-CLOSING. PLEASE PROVIDE | | ADDITIONAL DETAILS. | | | | MIKE CARSILLO, CAPTAIN | | 659-8096,EXT.8497 | | 835-2910 |
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Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
3 |
Status |
F |
Date |
2001-11-28 |
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Cont ID |
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Sent By |
mcarsill |
Date |
2001-11-28 |
Time |
16:05 |
Rev Time |
0.00 |
Received By |
mcarsill |
Date |
2001-11-28 |
Time |
16:05 |
Sent To |
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Notes |
2001-11-28 00:00:00 | PLEASE PROVIDE WRITTEN RESPONSES TO | | PREVIOUS PLAN REVIEW COMMENTS | | SUBMITTED BY THIS DEPARTMENT. | | | | MIKE CARSILLO, CAPTAIN | | 659-8096,EXT.8497 | | 835-2910 |
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Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
2 |
Status |
F |
Date |
2001-10-11 |
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Cont ID |
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Sent By |
mcarsill |
Date |
2001-10-11 |
Time |
15:59 |
Rev Time |
0.00 |
Received By |
mcarsill |
Date |
2001-10-11 |
Time |
15:59 |
Sent To |
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Notes |
2001-10-11 00:00:00 | PREVIOUS PLAN REVIEW COMMENTS NOT | | ADDRESSED. | | | | MIKE CARSILLO, CAPTAIN | | 659-8096,EXT.8497 | | 835-2910 |
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Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
1 |
Status |
F |
Date |
2001-07-09 |
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Cont ID |
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Sent By |
mcarsill |
Date |
2001-07-09 |
Time |
16:05 |
Rev Time |
0.00 |
Received By |
mcarsill |
Date |
2001-07-09 |
Time |
16:05 |
Sent To |
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Notes |
2001-07-09 00:00:00 | | | | | | | | | | | | | | | | | ARE THE BUILDING PLANS THE SAME FOR | | SUBDIVISION 3A AND 3B. | | | | PLAN REVIEW COMMENTS FOR BUILDINGS. | | 1) SEPARATE PLANS AND PERMITS REQUIRED | | FOR ENTRY GATES. WHAT PROVISIONS HAVE | | BEEN MADE FOR FIRE AND PARAMEDICAL | | ACCESS INTO THE COMPLEX. ARE THE | | SECURITY GATES EQUIPPED WITH EMERGENCY | | POWER SHOULD LOSS OF POWER OCCURS. | | MINIMUM ACCESS TO BE AT LEAST 20 FEET | | IN CLEAR WIDTH. | | 2) PLEASE BE ADVISED THAT CITY CODE | | SECTION 11-4 REQUIRES THAT NOT ITEMS | | BE PLACED WITHIN 18 FEET OF FIRE | | HYDRANTS. ALSO WET FIRE HYDRANTS ARE | | REQUIRED PRIOR TO, DURING AND AFTER | | CONSTRUCTION. | | 3) BUILDING ADDRESSES REQUIRED PER CITY | | CODE 3343-00. | | 4) PLEASE PROVIDE PRODUCT APPROVALS FOR | | 8X8 GLASS BLOCKS FOR THE ONE HOUR FIRE | | RATING SHOWN ON PAGE A2.0.1. | | 5) COULD NOT LOCATE FIRE HYDRANT | | LOCATIONS FOR SUBDIVISION 3B ON WATER | | AND SEWER PLANS. | | 6) BUILDINGS ARE REQUIRED TO HAVE FIRE | | ALARM SYSTEMS IF THEY ARE THREE STORIES | | OR MORE OR IF THEY CONTAIN ELEVEN | | LIVING UNITS. SEPARATE PLANS AND PERMITS | | REQUIRED FOR THESE CLASS A OR FULLY | | ADDRESSABLE FIRE ALARM SYSTEMS. |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
4 |
Status |
P |
Date |
2002-11-12 |
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Cont ID |
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Sent By |
pkrauss |
Date |
2002-11-12 |
Time |
14:32 |
Rev Time |
0.50 |
Received By |
pkrauss |
Date |
2002-02-11 |
Time |
10:56 |
Sent To |
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Notes |
2002-11-12 00:00:00 | APPROVED REVISIONS TO MASTER DUE TO | | FIELD CONDITIONS . |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
3 |
Status |
F |
Date |
2002-02-08 |
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Cont ID |
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Sent By |
pkrauss |
Date |
2002-02-08 |
Time |
09:55 |
Rev Time |
4.00 |
Received By |
pkrauss |
Date |
2002-02-07 |
Time |
12:52 |
Sent To |
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Notes |
2002-02-08 00:00:00 | *******************DENIED*************** | | | | PERMIT NUMBERS NEED TO REFLECT AN | | APPLICATION DATE AFTER JANUARY 1, 2002 | | IN ORDER TO BE PERMITTED UNDER THE | | FLORIDA BUILDING CODE. | | | | NEW PERMIT # 020020594 |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
2 |
Status |
P |
Date |
2001-10-24 |
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Cont ID |
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Sent By |
ndenmark |
Date |
2001-10-24 |
Time |
10:54 |
Rev Time |
0.33 |
Received By |
ndenmark |
Date |
2001-10-23 |
Time |
10:05 |
Sent To |
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Notes |
2001-10-23 00:00:00 | PROVISO: | | 1. DRYER VENTS EXCEEDING THE CODE | | MINIMUM 25' INCLUDING REDUCTIONS FOR | | BENDS | | SHALL HAVE MANUFACTURES INSTALLATION | | INSTRUCTIONS SUBMITTED PRIOR TO | | INSPECTION SHOWING ALLOWABLE RUN OF | | VENT AND EQUIPMENT SHALL BE INSTALLED | | PRIOR TO FINAL INSPECTION. | | 2. OVERFLOW PROTECTION IS REQUIRED FOR | | ALL AHU EQUIPMENT INSTALLED. | | 3. THERMOSTAT MOUNTING HEIGHT SHALL | | COMPLY WITH THE FAIR HOUSING ACT |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
1 |
Status |
F |
Date |
2001-08-07 |
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Cont ID |
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Sent By |
pkrauss |
Date |
2001-08-07 |
Time |
09:53 |
Rev Time |
1.40 |
Received By |
pkrauss |
Date |
2001-08-07 |
Time |
08:43 |
Sent To |
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Notes |
2001-08-07 00:00:00 | *******************DENIED*************** | | | | | | PLEASE PROVIDE THE FOLLOWING INFORMATION | | FOR REVIEW: | | | | 1.PLAN SHEET M-4, DRYER EXHAUST VENTS | | ARE GREATER THAN 25'.AS PER 1997 | | SMC 509.3, THE MAXIMUM LENGTH SHALL | | NOT EXCEED 25' FROM DRYER LOCATION | | TO WALL OR ROOF CAP.5' REDUCTION | | FOR EACH 90 DEGREE BEND AND 2 1/2' | | REDUCTION FOR EACH 45 DEGREE BEND. | | THE WALL OR ROOF CAP SHALL BE NON- | | SCREENED WITH BACK DRAFT DAMPER. | | | | 2.PLAN SHEET M-6, A/C & E.W.H. DETAIL, | | AS PER AMENDED 1994 SPC 804.3 #5., | | CONDENSATE DRAINS SHALL VENT TO THE | | ATMOSHERE AND NOT TERMINATE IN THE | | THE WALL AS SHOWN ON THE DETAIL. | | SHOULD VENT TERMINATE IN THE ATTIC, | | IS SHALL BE A MINIMUM OF 6" ABOVE | | THE INSULATION. | | | | 3.PLAN SHEET M-6, A/C & E.W.H. DETAIL, | | INDICATES OVERFLOW PROTECTION SHALL | | BE ON THE UPPER FLOORS ONLY.THIS | | IS UNACCEPTABLE, OVERFLOW PROTECTION | | SHALL BE ON ALL UNITS TO PREVENT | | DAMAGE TO CARPET, WALLS AND INTERIOR | | OF APPARTMENT. | | | | NOTE:HEIGHT REQUIREMENTS FOR CONTROLS | | SHALL COMPLY WITH CHAPTER 5 OF | | FAIR HOUSING ACT. | | | | IF YOU HAVE ANY QUESTIONS PLEASE CONTACT | | PATTY KRAUSS AT 659-8096 EXT. 8388. |
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Review Stop |
P |
PLUMBING |
Rev No |
4 |
Status |
F |
Date |
2002-02-05 |
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Cont ID |
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Sent By |
kstevens |
Date |
2002-02-05 |
Time |
14:30 |
Rev Time |
5.00 |
Received By |
kstevens |
Date |
2002-02-05 |
Time |
14:30 |
Sent To |
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Notes |
2002-02-05 00:00:00 | DENIED | | REFERENCE: FBC-2001 - FHA AMEND-98 | | DESIGN MANUAL | | | | 1) SHT T1.01 COVER SHEET CALLS FOR IRR- | | AGATION SHEETS IR-1/IR-2, NONE FOUND. | | PLEASE SUBMIT IRRIGATION SHEETS. | | 2) SHT 10.01 GENERAL NOTES #2 CHANGE | | CODE REFERENCE TO READ FLA. BLDG. CODE | | 2001. | | 3) SHT P-2 1ST FLOOR/1ST FLOOR (REV),"A" | | CLEANOUT REQUIRED AT CHANGE OF DIRECTION | | GREATER THAN 45 DEGREES. FBC SEC 708.3.3 | | 4) SHT P-2 2ND FLOOR/2ND FLOOR (REV),"A" | | MINIMUM 1-1/2" WASTE ARM TO KITCHEN SINK | | NOT 1" AS SHOWN. FBC TABLE 709.1 | | 5) SHT P-3 1ST FLOOR/1ST FLOOR (REV),"B" | | CLEANOUT REQUIRED AT CHANGE OF DIRECTION | | GREATER THAN 45 DEGREES. FBC SEC 708.3.3 | | 6) SHT P-3 2ND FLOOR/2ND FLOOR (REV),"B" | | MINIMUM 1-1/2" WASTE ARM TO KITCHEN SINK | | NOT 1" AS SHOWN. FBC TABLE 709.1 | | 7) SHT P-6 WATER RISER DIAGRAMS TYPICAL | | FOR ALL UNITS. WATER HAMMER ARRESTORS | | SHALL BE LOCATED IN AN "EFFECTIVE RANGE" | | OF ALL QUICK CLOSING VALVES (SOLENOID) | | PLEASE SHOW THESE ON RISER DIAGRAMS. | | FBC SEC 604.9 | | 8) SHT P-6 WATER RISER DIAGRAM FOR "C" | | UNIT SHOWS AIR CHAMBER. AIR CHAMBERS ARE | | NOT APPROVED, PLEASE REMOVE. | | 9) SHT P-6 SANITARY RISER DIAGRAM. W/M | | STACK SHOWS 2" ON HORIZONTAL DRAIN LINE | | BUT 3" ON VERTICAL STACK. PLEASE SIZE | | DRAIN FOR 3" ALSO. | | 10) PER NEIL MELICK APPLICATION FOR FBC | | WILL HAVE TO BE SUBMITTED. PREVIOUS | | APPLICATION SHALL BE VOIDED. | | | | REVIEW BY KEN STEVENS | | (561) 659-8096 EXT 8377 |
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P |
PLUMBING |
Rev No |
3 |
Status |
F |
Date |
2001-11-19 |
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Cont ID |
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Sent By |
kstevens |
Date |
2001-11-19 |
Time |
15:14 |
Rev Time |
1.00 |
Received By |
kstevens |
Date |
2001-11-19 |
Time |
15:14 |
Sent To |
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Notes |
2001-11-19 00:00:00 | DENIED | | REFERENCE: SPC-94 - FHA AMEND. 98 DESIGN | | MANUAL. | | | | 1) PAGES A5.01 THRU A5.06, GROUND FLOOR | | UNITS, CLEAR FLOOR SPACE SHALL BE SHOWN | | FOR ALL FIXTURES PER FHA-98 DESIGN MANU- | | AL. PLEASE SHOW ALL CLEAR FLOOR SPACES. | | 2) REQUIREMENT 6 OF THE DESIGN MANUAL | | NOT ADDRESSED. PLEASE SHOW COMPLIANCE BY | | SHOWING BACKING FOR GRAB BARS FOR W/C'S, | | AND TUBS AS REQUIRED. | | 3) PAGE A5.06 C-1-R UNIT NOT DESIGNATED | | AS "A" OR "B", AND SPACE FOR W/C STILL | | SHOWS 2'6" AND 2'9" IS REQUIRED. | | 4) SHEET 2 OF 12 ON CIVIL PLANS DOES NOT | | INDICATE WHERE BACKFLOWS ARE. PLEASE IN- | | DICATE WHERE BACKFLOWS ARE SHOWN ON | | PLANS AS REQUESTED. | | | | REVIEW BY KEN STEVENS | | (561) 659-8096 EXT 8377 |
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P |
PLUMBING |
Rev No |
2 |
Status |
F |
Date |
2001-10-24 |
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Cont ID |
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Sent By |
kstevens |
Date |
2001-10-24 |
Time |
19:29 |
Rev Time |
3.00 |
Received By |
kstevens |
Date |
2001-10-24 |
Time |
19:29 |
Sent To |
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Notes |
2001-10-24 00:00:00 | DENIED | | REFERENCE: SPC-94 - FHA AMEND 98 DESIGN | | MANUAL | | 1) ALL GROUND UNITS SHALL COMPLY WITH | | FHA-98 DESIGN MANUAL SPECIFIED IN 24CFR | | 100.205(C)(2)-(3). PLEASE COMPLY WITH | | REQUIREMENTS 1 THRU 7 & SPECIFY SPEC "A" | | AND/OR "B" FOR ALL UNITS. | | 2) PAGE A5.01, UNIT A-1 MINIMUM SPACE | | FOR W/C'S IS 2'9". 2'6" IS SHOWN FOR W/C | | OPENING. | | 3) PAGE A5.02, UNIT A-1-R MINIMUM SPACE | | FOR W/C 2'9" | | 4) PAGE A5.03, UNIT B-1 MINIMUM SPACE | | FOR W/C IS 2'9". | | 5) PAGE A5.04, UNIT B-1-R MINIMUM SPACE | | FOR W/C IS 2'9" | | 6) PAGE A5.05, UNIT C-1 MINIMUM SPACE | | FOR W/C IS 2'9". | | 7) PAGE A5.06, UNIT C-1-R MINIMUM SPACE | | FOR W/C IS 2.9". | | 8) PAGE A7.03 DETAIL #10 GRAB BAR REIN- | | FORCEMENT DETAIL. PLEASE SUBMIT A SIGNED | | AND SEALED ENGINEERS CALCULATION FOR | | LOAD PRESSURES. PER SBC SEC 1704 ALLOW- | | ABLE LOADS/STRESS FOR GRAB BARS. | | 9) PAGE P-6, WATER RISER DIAGRAMS FOR | | UNITS "C" & "C-REV". WATER HAMMER ARRES- | | TOR FOR 2ND FLOOR TO BE LOCATED BY FIX- | | TURES NOT UP HIGH AS SHOWN. | | 10) PAGE T1.01 CALLS FOR IR-1 & IR-2 | | IRRIGATION PLANS. NO IRRIGATION PLANS | | FOUND. | | 11) PAGE P-1, CALLS FOR RPBF TO BE FOUND | | ON CIVIL DRAWINGS. NO BACKFLOW SHOWN FOR | | EACH BLDG. PLEASE INDICATE BACKFLOW FOR | | EACH BLDG. | | 12) VENT THROUGH ROOF SHALL BE 4' MIN. | | FROM EACH FIRE SEPARATION WALL PER SBC- | | 97 SEC 704.4(2) | | | | REVIEW BY KEN STEVENS | | (561) 659-8096 EXT. 8377 |
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Review Stop |
P |
PLUMBING |
Rev No |
1 |
Status |
F |
Date |
2001-07-21 |
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Cont ID |
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Sent By |
jleech |
Date |
2001-07-21 |
Time |
07:11 |
Rev Time |
6.00 |
Received By |
jleech |
Date |
2001-07-21 |
Time |
07:11 |
Sent To |
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Notes |
2001-07-21 00:00:00 | DENIED; | | | | FAIR HOUSING ACT NOTES | | 1.SPECIFY ONE DRAWINGS IF SPECIFICATION | | "A" OR "B" WILL BE USED FOR BATHROOMS | | IN ALL GROUND FLOOR UNITS. | | 2.SHOWW CLEAR FLOOR SPACE IN FRONT OF | | PLUMBING FIXTURES AND KITCHEN | | APPLIANCES. | | 3.SHOW REINFORCED BACKING IN WALLS FOR | | GRAB BARS TO COMPLY WITH FHA REQUIRE- | | MENT # 6. | | 4.SIZE AND CONFIGURATION OF BATHROOMS | | SHALL COMPLY WITH FHA REQUIREMENT #7. | | AT THIS REVIEW NONE OF THE BATHROOMS | | COMPLY. | | | | PLUMBING PLAN REVIEW; | | 1.BACKFLOW PROTECTION REQUIRED AT EACH | | BUILDING. | | 2.FOUR INCH. SHALL BE WITHIN 3' OF | | BUILDING. | | 3.IF WATER HAMMER ARRESTERS ARE | | SPECIFIED BY ENGINEER THEY MUST BE | | ENGINEERED AND COMPLY WITH SPC 607.8.2 | | AND 607.8.3. | | 4.WHERE IS CHART SHOWING WATER PIPE | | SIZES FOR WATER RIZER DIAGRAMS? | | 5.SECOND FLOOR WATER HEATERS REQUIRE A | | PAN WITH DRAIN. PAN DRAIN LINE SHOULD | | BE ONE INCH. COMPLY WITH SPC SEC. | | 507.8.2. | | | | PLUMBING PLAN REVIEW BY; | | JOHN LEECH | | 659-8096 EXT.8369 |
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Review Stop |
Z |
ZONING |
Rev No |
1 |
Status |
P |
Date |
2001-10-04 |
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Cont ID |
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Sent By |
sgraham |
Date |
2001-10-04 |
Time |
09:25 |
Rev Time |
0.25 |
Received By |
sgraham |
Date |
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Time |
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Sent To |
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Notes |
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