Home Records and Reports Contractor Records Owner Records Permit Records Permit Reports Business Reports Property Records Business Tax My Account Code Enforcement Contact Us Log In/Out Print Plan Review Stops For Permit 16020194 Review Stop AD ADDRESSING Rev No 3 Status P Date 2016-09-09 Cont ID   Sent By shill Date 2016-09-09 Time 09:26 Rev Time 0.00 Received By shill Date 2016-09-09 Time 09:26 Sent To   Notes 2016-09-09 09:31:44 OLD ADDRESS IN COMMUNITY PLUS FOR VIBROFLOTATION PERMIT   WAS 410 DATURA   NEW PRIMARY ADDRESS IS 499 EVERNIA STREET, PENDING   REPLAT AND NEW PARCEL ID   OTHER ADDRESSES ASSIGNED, WILL BE ENTERED INTO   COMMUNITY PLUS AFTER   UNIT NUMBERS PROVIDED BY OWNER (MR. ANDERSON) AND   APPROVED, PENDING REPLAT AND PARCEL ID       PER MIKE ORIO, [email protected]   561-494-1080     Review Stop AD ADDRESSING Rev No 2 Status F Date 2016-07-01 Cont ID   Sent By shill Date 2016-07-01 Time 13:38 Rev Time 0.00 Received By shill Date 2016-07-01 Time 13:38 Sent To   Notes 2016-07-01 13:39:43 IN ADDRESSING WITH MIKE ORIO   FINAL ADDRESSES WILL BE ASSIGNED PRIOR TO PERMIT   ISSUANCE (OR PRIOR TO C.O.)     Review Stop AD ADDRESSING Rev No 1 Status F Date 2016-03-18 Cont ID   Sent By shill Date 2016-03-18 Time 08:11 Rev Time 0.00 Received By shill Date 2016-03-18 Time 08:11 Sent To   Notes 2016-03-18 08:36:05 ****CORRECTIONS****       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       1. THIS PROJECT HAS BEEN FORWARDED TO OUR ADDRESSING   DEPARTMENT. ADDRESSING WILL BE COMPLETE PRIOR TO PERMIT   ISSUANCE. ADDITIONAL INFORMATION FROM DESIGNER OR OWNER   MAY BE REQUIRED.                     2016-03-16 14:11:22 ADDRESSING WILL BE PRIOR TO ISSUANCE, NOT A PART OF THE   FIRST REVIEW. Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status P Date 2016-10-21 Cont ID   Sent By shill Date 2016-10-21 Time 13:58 Rev Time 0.00 Received By shill Date 2016-10-21 Time 13:58 Sent To   Notes 2016-10-21 14:01:26 ****PROVISO****   ****ISSUED AT CONTRACTOR'S RISK****       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       1. AS THE POOL COURTYARD OCCUPANT LOAD IS NOW OVER 500   (WAS 395 IN PREVIOUS REVIEW), THREE MEANS OF EGRESS ARE   REQUIRED, FBC 1004.5, 1021.2.4.       ALSO SEE FBC 1005.5 REGARDING LOSS OF AN EXIT.       THE RESPONSE LETTER AND EGRESS CAPACITY TABULATIONS   CALCULATE GATE 161 AS A DOUBLE 4 FT, BUT THE PLANS   (A2.1, LS 0.1, OTHER SHEETS) DEPICT A SINGLE GATE.       A SINGLE GATE IS SHOWN ADJACENT TO THE DOUBLE GATE 160.   AS THIS MEANS OF EGRESS IS REQUIRED, REVISE THE EGRESS   CAPACITY CALCULATIONS TO INCLUDE THIS GATE.       PER ARCHITECT, THE POOL COURTYARD OCCUPANT LOAD WAS   OVERSTATED DUE TO AREAS OF LARGE PLANTERS /   LANDSCAPING. A REVISION SHOWING AN OCCUPANT LOAD UNDER   500 OR THREE MEANS OF EGRESS IS REQUIRED.                             Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2016-09-09 Cont ID   Sent By shill Date 2016-09-09 Time 15:42 Rev Time 0.00 Received By shill Date 2016-09-09 Time 08:29 Sent To   Notes 2016-09-09 15:42:27 ****CORRECTIONS****       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       1. AS THE POOL COURTYARD OCCUPANT LOAD IS NOW OVER 500   (WAS 395 IN PREVIOUS REVIEW), THREE MEANS OF EGRESS ARE   REQUIRED, FBC 1004.5, 1021.2.4.       ALSO SEE FBC 1005.5 REGARDING LOSS OF AN EXIT.       THE RESPONSE LETTER AND EGRESS CAPACITY TABULATIONS   CALCULATE GATE 161 AS A DOUBLE 4 FT, BUT THE PLANS   (A2.1, LS 0.1, OTHER SHEETS) DEPICT A SINGLE GATE.       A SINGLE GATE IS SHOWN ADJACENT TO THE DOUBLE GATE 160.   AS THIS MEANS OF EGRESS IS REQUIRED, REVISE THE EGRESS   CAPACITY CALCULATIONS TO INCLUDE THIS GATE.       2. THIS REVIEW CAN BE PASSED WITH PROVISO THAT AFFECTED   SHEETS ARE REVISED PRIOR TO BUILDING DRY IN. ARCHITECT   IS TO REQUEST PROVISO VIA EMAIL WITH AN EXPLANATION OF   POOL DECK MEANS OF EGRESS FUTURE REVISION.                 Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2016-07-01 Cont ID   Sent By shill Date 2016-07-01 Time 13:36 Rev Time 0.00 Received By shill Date 2016-07-01 Time 13:36 Sent To   Notes 2016-07-01 13:37:02 ****CORRECTIONS****       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       GOVERNING CODE: FBC 5TH EDITION (FBC 2014)       1-6. OK; ALSO SEE THRESHOLD AND IMPACT FEE REVIEWS.       7. TWO DOCUMENTS WERE UPLOADED AS LAND AND TITLE SURVEY   (003-01 AND 004-02) BUT BOTH DOCUMENTS ARE ONE PAGE,   FIRST PAGE OF A TWO PAGE SURVEY. PROVIDE THE SECOND   PAGE, FBC 107.       8-10. OK       11. LS0.1, A SURFACE MOUNT FIRE EXTINGUISHER IS   DEPICTED ON THE RAMP (S2 TO BUSINESS/RESIDENTIAL) BUT   DOES NOT APPEAR ON SHEET A2.1; THIS DOES NOT APPEAR TO   COMPLY WITH FBC 1003.3, 1012.8, FBC 5TH ED.   ACCESSIBILITY 405.5.       2ND REVIEW, RESPONSE STATES THAT THIS WAS RELOCATED BUT   A SFE IS NOW SHOWN ON THE LANDING OF THE RAMP ON LS0.1,   BUT IS NOT ON SHEET A2.1 (AND RESPONSE LETTER APPEARS   TO IMPLY THAT INTENT WAS TO REMOVE IT FROM THE RAMP);   SAME COMMENTS APPLY. EITHER REMOVE OR CORRELATE WITH   A2.1 AND PROVIDE DIMENSIONS TO CLARIFY COMPLIANCE.       12-16. OK       17. LS 0.1, IT APPEARS THAT INTERMEDIATE HANDRAILS ARE   REQUIRED AT THE STAIR AT DOOR 115, FBC 1012.9. REVISE   THIS SHEET AND PROVIDE A DIMENSIONED DETAIL FOR THE   STAIR, FBC 107.       RESPONSE LETTER STATES THAT THIS WAS ADDED, BUT LS0.1   AND A2.1 DO NOT APPEAR TO BE REVISED AT THIS LOCATION,   PLEASE CORRELATE.       18-20. OK       21. LS 0.1, REVISE PLAN TO CLARIFY THE NUMBER OF   OCCUPANTS EXITING THROUGH GATE 160. EXIT STAIR 4, EXIT   STAIR 6, POOL AREA, CLUBHOUSE, 1ST FLOOR RESIDENTIAL   LEAD TO THIS EXIT.       2ND REVIEW, OCCUPANCY CALCS AND RESPONSE LETTER SHOW AN   OCCUPANT LOAD OF 395. PLEASE REVISE; PLAN SHOWS AT   LEAST 468 (POOL DECK 375, POOL 50, GRILL AREA 20, A3   COVERED 23) OR CLARIFY. ALSO INCLUDE THE AREA WHICH IS   NOT DESIGNATED ON THE LIFE SAFETY PLAN BUT IS SHOWN ON   A2.1 AS OUTDOOR LIVING.   LS0.1 EGRESS CAPACITY TABULATIONS INDICATE THAT THERE   IS A 38IN EXIT IN ADDITION TO TWO 68IN EXITS. I WAS   UNABLE TO LOCATE THE 38IN EXIT FOR THIS AREA, PLEASE   CLARIFY OR REVISE. NOTE THAT EXITING APPEARS COMPLIANT   WITHOUT THE THIRD EXIT.       22-25. OK       26. LS 0.2 AND OTHER SHEETS, A SURFACE MOUNT FIRE   EXTINGUISHER IS SHOWN WHERE IT APPEARS TO OBSTRUCT THE   ACCESSIBLE PARKING ACCESS AISLE. PROVIDE DIMENSIONS TO   SHOW THAT THE ACCESS AISLE IS NOT OBSTRUCTED.       2ND REVIEW, RESPONSE LETTER STATES THIS WAS MOVED BUT   THIS STILL APPEARS ON LS0.2, PLEASE CHECK ALL FLOORS   AND REVISE.       27. LS 0.2, LS 0.4, UNITS A1 AND C2, TENANT / OCCUPANCY   SEPARATION BETWEEN THE R2 UNITS AND THE A2 CORRIDOR IS   LACKING, FBC TABLE 508.4.       2ND REVIEW, RESPONSE LETTER STATES THIS WAS PROVIDED   BUT PLAN WAS NOT REVISED. PLEASE SEE WALL BETWEEN S2   AND R2 ADJACENT TO STAIR 2.       28. LS 0.4, THE DOORS SERVING THE NORTH ROOF DECK ARE   TO SWING IN THE DIRECTION OF EGRESS TRAVEL, FBC   1008.1.10.       2ND REVIEW, PLEASE ALSO CLARIFY COMPLIANCE WITH FBC   1015.2.1. 11FT IS SHOWN BETWEEN THE TWO EXITS, BUT IT   APPEARS THAT THE DIAGONAL IS GREATER THAN 33.       29-30. OK       31. SHEET S1 2A, SPECIFY FLOOR LOADS FOR THE ASSEMBLY   AREAS (CLUBHOUSE ROOF DECK, GYM, EXERCISE ROOM).       2ND REVIEW, RESPONSE LETTER REFERS TO LS SHEETS BUT I   WAS UNABLE TO LOCATE THIS REVISION. PLEASE ALSO   INCORPORATE INTO THE APPLICABLE STRUCTURAL SHEET.       33-36. OK       36. S6.0, WALL PRESSURES SPECIFIED AND SOME PRODUCT   APPROVALS WERE SUBMITTED BUT THE CHART IS A GENERAL   ONE, NOT SPECIFIC TO EACH OPENING. THE PRODUCT   APPROVALS ARE NOT MARKED TO INDICATE WHICH OF THE   OPTIONS IS PROPOSED. EITHER PROVIDE A SCHEDULE TO SHOW   DESIGN PRESSURES FOR EACH OPENING AND PRODUCT APPROVALS   MARKED TO SHOW WHICH OPTION PROPOSED FOR EACH OPENING   (OR ONE TO BE USED FOR ALL OPENINGS TO COMPLY WITH   WORST CASE), OR THIS WILL BE A PROVISO ITEM (PROVIDE   FOR REVIEW PRIOR TO INSTALLATION).       2ND REVIEW, RESPONSE LETTER DIRECTED ME TO THE PAGE   WHERE FOUR PRODUCTS ARE REFERENCED. THE FOLLOWING   ISSUES ARE NOTED:       THE FIXED WINDOW PRODUCT APPROVAL REFERENCED ON SHEET   A4.7 IS FOR SMALL MISSILE IMPACT; LMI REQUIRED BELOW   30FT (LMI NOA NOT INCLUDED IN THE PRODUCTS REVIEWED,   BUT NOA UPLOADED, PLEASE CORRELATE).       THE SERIES 9500 LMI FIXED WINDOW WAS UPLOADED, BUT IS   NOT INCLUDED IN THE PRODUCTS REVIEWED (SHEET A4.7).       THE FRENCH DOOR NOA 150611.10 PROVIDED DOES NOT APPEAR   TO INCLUDE PANIC BAR HARDWARE OPTION, SO THIS PRODUCT   CANNOT BE USED IN THE MEANS OF EGRESS FOR ASSEMBLY   OCCUPANCY. THIS HAS BEEN INCLUDED IN THE PROVISO LIST   (SUBMIT PRIOR TO INSTALLATION).       ALL PRODUCT APPROVALS WERE REVIEWED FOR COMPLIANCE WITH   WORST CASE DESIGN PRESSURES. MOST OPTIONS COMPLY.   PROVISO; COMPONENT AND CLADDING TO COMPLY WITH WORST   CASE DESIGN PRESSURES OR SUBMIT A SCHEDULE OF   APPLICABLE OPENINGS AND PROPOSED INSTALLATION.       37. 2ND REVIEW, THE SOFFIT DETAIL LACKS A BOND BREAK   REQUIRED (TWO LAYERS VAPOR BARRIER); PLEASE REVISE   DETAIL ACCORDINGLY, FBC 1403.2, ASTM C926.       38-40. OK       41. SEE PLUMBING COMMENTS REGARDING FAIR HOUSING. ALL   COMMENTS ARE ALSO APPLICABLE FOR BUILDING REVIEW.       42. REGARDING ENERGY CALCS, IT APPEARS THAT THERE IS A   47,771 SF DISCREPANCY BETWEEN THE AREA ON THE ENERGY   CALCS (CONDITIONED AREA 312,869) AND THE A SHEETS.   NUMBER OF STORIES ON EC IS 5, NOT CONSISTENT WITH PLAN.   THE DIGITAL SIGNATURE IS FOR VIVIANA FRANYIE, BUT THE   PRINTED SEAL IS FOR ALEJANDRO FRANYIE (THIS APPLIES TO   SOME OF THE FMEP SHEETS AS WELL, PLEASE CORRECT,   FS471).       43-46. OK       47. SIGNED & SEALED SOILS REPORT WAS NOT UPLOADED BUT   AN ORIGINAL WAS SUBMITTED WITH THE (ISSUED)   VIBROFLOTATION PERMIT, SO NOT REQUIRED FOR THIS PERMIT.       THE STRUCTURAL CALCS ARE NOT DIGITALLY SIGNED AND   SEALED; PLEASE ADDRESS.       48-49. OK       49. PROVISO;       50. ADVISORY ONLY; SOME (BUT NOT ALL) PRODUCT APPROVALS   HAVE BEEN SUBMITTED. APPLICANT MAY ELECT TO DEFER   PRODUCT APPROVAL SUBMITTAL. THEY CAN BE SUBMITTED AFTER   PERMIT ISSUANCE, PRIOR TO INSTALLATION, WITH NO   ADDITIONAL FEES.       51. SEE ROOF REVIEW COMMENTS:       ROOF NOAS FOR JM TPO SUBMITTED; 14-0618.03, 13-0529.02       A. ROOF PRODUCT APPROVALS WERE SUBMITTED BUT THE   ASSEMBLY PROPOSED WAS NOT SELECTED AND ENGINEERING FOR   ENHANCED FASTENING (WOOD DECK) WAS NOT PROVIDED. IF   THIS INFORMATION IS NOT PROVIDED PRIOR TO PERMIT   ISSUANCE, THE INFORMATION WILL BE REQUIRED AT TIME OF   ROOF SUB PERMIT SUBMITTAL. AN "N" WILL BE ENTERED FOR   THE ROOF PLAN REVIEW.       ROOF ASSEMBLIES SELECTED TO COMPLY WITH THE (VULT)   PRESSURES SPECIFIED ON SHEET S6-1.       B. SHEET S6-1, CLARIFY THE DIFFERENCE BETWEEN THE "ROOF   MEMBRANE DESIGN PRESSSURE" VS. "GROSS UPLIFT DESIGN   PRESSURES." THE DESIGN PRESSURES TO BE UTILIZED FOR THE   TPO ROOF IS NOT CLEAR.       C. SHEET S6-1, IT APPEARS THAT ROOF PRESSURES SPECIFIED   USE ZONE 2 PRESSURES FOR ZONE 3. THE STAIR ROOFS,   ELEVATOR ROOFS, CANOPIES (DETAIL 1-S4.1, A SHEETS   BUILDING SECTIONS, OTHER PLACES) DO NOT INCLUDE A 3FT   PARAPET, FBC 1609, ASCE7 10 30.6-1 NOTE 7. SEE ALSO   ROOF REVIEW COMMENTS. IT IS NOT CLEAR WHICH DESIGN   PRESSURES ARE SPECIFIED FOR THE ROOF.       D. PLAN SHEET S1.9C AND OTHER SHEETS INCLUDE AN   INDICATOR FOR DETAIL 1 S9.1A; UNABLE TO LOCATE THIS   SHEET (S9.1A). PLEASE PROVIDE SHEET OR REVISE DETAIL   INDICATOR TO CORRECT LOCATION.       54-56. OK       RESPONSE LETTER STOPS AT COMMENT #56. AS IT IS NOT   CLEAR WHICH OF THE ITEMS HAVE BEEN REVISED, OR WHERE,   COMMENTS REMAIN.       58. A2.1, THE DOOR FOR UNIT 140 AND OTHER UNITS ARE NOT   LABELED, FBC 107. THE INDEX SHOWS A DOOR SCHEDULE FOR   THE AMENITY AREA. PLEASE ADVISE AS TO WHERE THE UNIT   ENTRY DOOR SCHEDULE IS LOCATED OR PROVIDE.       59. FBC 424.1.3.1.9, 424.2.17, POOL BARRIER PROPOSED IS   NOT CLEAR (WINDOWS LOCATED IN THE WALL WHICH SERVES AS   THE POOL BARRIER).       2ND REVIEW; A NOTE WAS ADDED TO STATE THAT ALL UNIT   BALCONY RAILINGS ARE AT 48IN (LS0.1). PLEASE REVISE   PLAN TO SHOW INTENT FOR POOL BARRIER FOR THE FIRST   FLOOR WINDOWS WHICH DIRECTLY FACE THE POOL.       60. SHEET A6.1, ITEM 68 SPECIFIES RIGID INSULATION, NOA   11-0516.02; THIS IS THE NOA NUMBER FOR WATERPROOFING,   REVISE; ALSO SEE OTHER COMMENTS REGARDING NOA NUMBERS   ON THE PLAN.       61. PROVIDE A GRAB BAR BACKING DETAIL, FBC 107.       62. FHA, NOT ALL OF THE SLIDING GLASS DOORS PROPOSED   ARE 6FT; FOR INSTANCE, SEE UNIT S2, SHEET A4.1. SEE   PAGE 3.10 OF THE FAIR HOUSING ACT DESIGN MANUAL AND THE   GUIDANCE REGARDING SLIDING GLASS PATIO DOORS (SECONDARY   DOOR) AND REVISE PLAN TO DEMONSTRATE COMPLIANCE.       63. DETAIL 2-S4.1 GRAPHICALLY DEPICTS AN EMBEDDED STRAP   BUT DOES NOT SPECIFY. PLEASE EITHER PROVIDE INFORMATION   AS TO WHERE THIS INFORMATION CAN BE FOUND OR REVISE   PLAN TO SPECIFY CONNECTORS.       64. DETAILS 1 AND 2, S4.1, PLEASE PROVIDE DIRECTION AS   TO WHICH PLAN VIEW SHEET THE DETAIL INDICATOR FOR THESE   DETAILS ARE LOCATED.       65. FIRST FLOOR (LS 0.1 AND OTHER SHEETS), ADJACENT TO   STAIR 3, A RAMP IS SHOWN BUT NO STAIR TO ACCESS THE   RESIDENTIAL CORRIDOR FROM THE GARAGE. IT IS SUGGESTED   THAT AN ACCESSIBLE STAIR BE ADDED. THE RAMP ADDS   DISTANCE TO THE PATH OF TRAVEL WHICH COULD BE A   HARDSHIP FOR SOMEONE WHO IS DISABLED OR COMPROMISED,   DOES NOT USE A WHEELCHAIR AND IS ABLE TO NAVIGATE A   STAIR.       66. OK       NEW COMMENT:       67. WHEN RESUBMITTING, PLEASE PROVIDE AN UPDATED INDEX   SPREADSHEET TO INDICATE WHICH SHEETS CHANGED IN THIS   AND NEXT REVIEWS. ALL SHEETS HAVE NOT BEEN REVIEWED AT   THIS TIME AS ALL SHEETS WERE REPLACED DUE TO DIGITAL   SIGNATURE, ONLY SHEETS WHICH WERE AFFECTED BY THIS   COMMENT LIST. IF PROVIDED WITH A LIST OF ALL SHEETS   WITH CHANGES FOR THIS SUBMITTAL, THIS WILL EXPEDITE THE   LAST REVIEW AS ALL SHEETS WILL BE CHECKED PRIOR TO   ISSUANCE.       THIS LIST MAY BE SENT TO ME VIA EMAIL PRIOR TO   RESUBMITTAL AND THE SHEETS WILL BE REVIEWED IN THIS   CYCLE.       THIS PERMIT WILL BE ISSUED WITH THE FOLLOWING PROVISOS:       1. PER FS 553.79, ALL SHORING/RE-SHORE ENGINEERING IS   TO BE REVIEWED BY ENGINEER OF RECORD AND THREE SIGNED   AND SEALED ORIGINAL SETS ARE TO BE SUBMITTED FOR PLAN   REVIEW. THE SHORING/RESHORE ENGINEERING IS TO BE   REVIEWED AND APPROVED PRIOR TO INSPECTION. THE CITY   APPROVED (CITY STAMPED) SHORING/RE-SHORE ENGINEERING IS   TO BE AVAILABLE ON THE JOB AT THE TIME OF INSPECTION.       2. PRIOR TO INSTALLATION, A SHORING/RESHORE GUARD RAIL   DETAIL IS TO BE SUBMITTED FOR PLAN REVIEW. THIS SHOULD   BE SUBMITTED WITH THE SHORING/RESHORE ENGINEERING.       3. A REPLAT IS REQUIRED PRIOR TO C.O. AS THE PROPOSED   CONSTRUCTION CROSSES PROPERTY LINE, FBC 705.8. PROVIDE   THE BOOK AND PAGE WHERE THIS HAS BEEN RECORDED WHEN   AVAILABLE.       4. PROVISO, ACCESSIBLE MEANS OF EGRESS, FBC 5TH EDITION   ACCESSIBILITY 207, NO METHOD SELECTED; COMPLIANCE WITH   BOTH REQUIRED OR, IF ANY FIELD ISSUES ARISE, A REVISION   IS REQUIRED.       5. PROVISO, A SEPARATE ROOF PERMIT IS REQUIRED. PRODUCT   APPROVALS REVIEWED BY DESIGNER OF RECORD IS TO BE   SUBMITTED WITH A PERMIT APPLICATION. CONTRACTOR IS TO   INDICATE ASSEMBLY PROPOSED AND, IF APPLICABLE, PROVIDE   ENGINEERING.       6. PROVISO; COMPONENT AND CLADDING TO COMPLY WITH WORST   CASE DESIGN PRESSURES OR SUBMIT AS A REVISION; PROVIDE   A SCHEDULE OF APPLICABLE OPENINGS AND PROPOSED   INSTALLATION.       7. PROVISO; SEPARATE PERMITS (APPLICATION, PLANS, FEES,   REVIEW) REQUIRED FOR POOL. THE PLANS HAVE BEEN MARKED   ?VOID? AND HAVE NOT BEEN REVIEWED.       8. PROVISO; THE FOLLOWING PRODUCT APPROVALS OR SITE   SPECIFIC ENGINEERING ARE REQUIRED TO BE SUBMITTED AS A   REVISION AND REVIEWED PRIOR TO INSTALLATION:       PRODUCT APPROVALS:   MECHANICAL LOUVERS   WINDOWS (WITH EXCEPTION OF NOAS ALREADY SUBMITTED)   SERIES 8000 ALUMINUM WINDOW WALL SYSTEM (15-0727.05,   SHEET A5.5)   EXTERIOR DOORS   ASSEMBLY OCCUPANCY EXTERIOR DOORS   GENSTORM OPTION #1 LOUVER OUTSWING STEEL DOOR, DOUBLE   (A5.4)   OHD   BAR TELS FRAMELESS DOORS (A5.4)   ALL OTHER COMPONENTS AND CLADDING NOT SUBMITTED AND   REVIEWED PRIOR TO PERMIT ISSUANCE       DELEGATED ENGINEERING:   GREEN SCREEN ALUMINUM FRAME SYSTEM   2ND LEVEL METAL CANOPY   TRELLIS   SHADE STRUCTURES   RAILINGS   PRECAST CONCRETE (S7.0, DELEGATED ENGINEERING   CONNECTIONS)   PRECAST STAIRS AND LANDINGS   AWNINGS AND CANOPIES   OTHER DELEGATED ENGINEERING ITEMS       9. PROVISO, ALL PRODUCT APPROVALS TO BE PRINTED IN AN   EASILY LEGIBLE FORMAT (PLAN PAGES MINIMUM OF 8.5X11IN   FULL SHEET OR, PREFERABLY 11X17).       10. PROVISO, THE FOLLOWING TEST REPORTS FOR THE   FLOORING UNDERLAYMENT WILL BE REQUIRED PRIOR TO   INSTALLATION (INFORMATIONAL NOTE: PER S2.4, S3.1 FLOOR   SLABS ARE 8IN, SO STC AND IIC TESTS ON AN 8IN SLAB OR   LESS ARE ACCEPTABLE): STC (FBC 1207.2), IIC (FBC   1207.3), ASTM E 84 (FBC 603.1).       11. FS 553.79(7)(C) ALL SHORING AND RESHORING   PROCEDURES, PLANS, AND DETAILS BE SUBMITTED TO THE   ENFORCEMENT AGENCY FOR RECORDKEEPING. SHORING/RESHORE   ENGINEERING IS TO BE SUBMITTED AT EACH LIFT. FAILURE TO   SUBMIT SHORING/RESHORE PLANS TO THE BUILDING DIVISION   FOR PLAN REVIEW AT THE TIME OF EACH LIFT MAY RESULT IN   A STOP WORK ORDER. AS THIS ISSUE HAS BEEN PROBLEMATIC   IN THE PAST, IT IS RECOMMENDED THAT A NOTE BE   INCORPORATED INTO THE PLAN.       12. PROVISO, ALL DOORS AND GATES IN THE MEANS OF EGRESS   FOR ASSEMBLY OCCUPANCY SHALL HAVE PANIC DEVICES OR FIRE   EXIT HARDWARE, FBC 1008. A REVISION INCLUDING PRODUCT   APPROVALS WITH PANIC DEVICES PROPOSED IS TO BE   SUBMITTED PRIOR TO INSTALLATION.     Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2016-03-10 Cont ID   Sent By shill Date 2016-03-10 Time 16:43 Rev Time 0.00 Received By shill Date 2016-03-01 Time 16:34 Sent To   Notes 2016-03-10 16:43:50 ****CORRECTIONS****   REVISED 3/25/16       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       GOVERNING CODE: FBC 5TH EDITION (FBC 2014)       1. FLORIDA STATUTE 553.71, THIS BUILDING QUALIFIES AS A   THRESHOLD BUILDING; ANY BUILDING WHICH IS GREATER THAN   (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN   ASSEMBLY OCCUPANCY CLASSIFICATION AS DEFINED IN THE   FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SF IN AREA   AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS.       2. AS A THRESHOLD BUILDING, THE FOLLOWING IS REQUIRED:       A. THRESHOLD INSPECTION PLAN; FS 553.79(5)(A), 2010   WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION 109.3.6.1. THE   ENFORCING AGENCY SHALL REQUIRE A SPECIAL INSPECTOR TO   PERFORM STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING   PURSUANT TO A STRUCTURAL INSPECTION PLAN PREPARED BY   THE ENGINEER OR ARCHITECT OF RECORD. THE STRUCTURAL   INSPECTION PLAN MUST BE SUBMITTED TO AND APPROVED BY   THE ENFORCING AGENCY BEFORE 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.       B. THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.   CONSTRUCTION SERVICES DEPARTMENT REQUESTS FOR THRESHOLD   BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FS   553.79(5)(A) TO THE MINIMUM INSPECTIONS REQUIRED BY   THIS CODE. THE THRESHOLD INSPECTION FORMS ARE REQUIRED   TO BE FILED OUT BY ALL PARTIES, NOTARIZED AND RETURNED   TO THIS OFFICE, REVIEWED AND APPROVED PRIOR TO PERMIT   ISSUANCE. CONTACT KEN CONRAD, MANAGER OF THE SPECIAL   INSPECTOR PROGRAM, AT 561-805-6666 FOR ADDITIONAL   INFORMATION.   FORMS WERE SENT TO: [email protected] ON 3/1/16.       C. SPECIAL INSPECTOR RESUME': PROVIDE A RESUME' OF   INSPECTION EXPERIENCE ON PREVIOUS PROJECTS FOR REVIEW   BY THE BUILDING OFFICIAL OR HIS DESIGNEE. 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. THE   RESUME' IS TO BE SUBMITTED TO KEN CONRAD (AND COPY   SAMANTHA HILL), 561-805-6666, [email protected],   [email protected]       ALL PROSPECTIVE INSPECTORS ARE TO BE APPROVED BY THE   CHIEF BUILDING INSPECTOR AND ALL ARE REQUIRED TO SIGN   THE SPECIAL INSPECTOR AGREEMENT.       D. CONTRACTOR RESUME': PROVIDE A JOB SUMMARY OR HISTORY   FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE SUBMITTED TO   KEN CONRAD, (PLEASE COPY SAMANTHA HILL) VIA E-MAIL   ([email protected], [email protected]).       3. ADVISORY ONLY; PER FS 553.79, ALL SHORING/RE-SHORE   ENGINEERING IS TO BE REVIEWED BY ENGINEER OF RECORD AND   THREE SIGNED AND SEALED ORIGINAL SETS ARE TO BE   SUBMITTED FOR PLAN REVIEW. THE SHORING/RESHORE   ENGINEERING IS TO BE REVIEWED AND APPROVED PRIOR TO   INSPECTION. THE CITY APPROVED (CITY STAMPED)   SHORING/RE-SHORE ENGINEERING IS TO BE AVAILABLE ON THE   JOB AT THE TIME OF INSPECTION.       4. ADVISORY ONLY; PRIOR TO INSTALLATION, A   SHORING/RESHORE GUARD RAIL DETAIL IS TO BE SUBMITTED   FOR PLAN REVIEW. THIS SHOULD BE SUBMITTED WITH THE   SHORING/RESHORE ENGINEERING.       5. PRIOR TO PERMIT ISSUANCE, IMPACT FEE ASSESSMENT BY   PALM BEACH COUNTY IS REQUIRED. PLEASE CONTACT   561-233-5025 FOR MORE INFORMATION.       6. THE PROPOSED CONSTRUCTION CROSSES PROPERTY LINE, FBC   705.8. PLEASE ADVISE; HAS A REPLAT BEEN FILED?       7. TWO DOCUMENTS WERE UPLOADED AS LAND AND TITLE SURVEY   (003-01 AND 004-02) BUT BOTH DOCUMENTS ARE ONE PAGE,   FIRST PAGE OF A TWO PAGE SURVEY. PROVIDE THE SECOND   PAGE, FBC 107.       8. ADVISORY ONLY; DEMOLITION OF EACH BUILDING REQUIRES   A SEPARATE PERMIT. PLEASE SEE THE DEMOLITION PERMIT   APPLICATION CHECKLIST ON OUR WEBSITE: HTTP://WPB.ORG/DE   PARTMENTS/DEVELOPMENT-SERVICES/CONSTRUCTION/PERMITS       9. DOOR 101 TO RESIDENTIAL LOBBY 143, PLEASE REVISE   PLAN TO SHOW MANEUVERING CLEARANCE (18IN MINIMUM), PULL   SIDE, SEE ANSI 117.1 FIG.B4.13.5 (PER FAIR HOUSING   ACCESSIBILITY GUIDELINES, REQUIREMENT 3, USABLE DOORS).       10. STAIR 2, A2.1 AND LS 0.1, DOES NOT HAVE A DOOR,   WEST SIDE, SEE FBC 1022.3.1.       11. LS0.1, A SURFACE MOUNT FIRE EXTINGUISHER IS   DEPICTED ON THE RAMP (S2 TO BUSINESS/RESIDENTIAL) BUT   DOES NOT APPEAR ON SHEET A2.1; THIS DOES NOT APPEAR TO   COMPLY WITH FBC 1003.3, 1012.8, FBC 5TH ED.   ACCESSIBILITY 405.5.       12. FIRST FLOOR, IT IS NOT CLEAR WHICH PARKING SPACES   SERVE THE BUSINESS OCCUPANCY AND RESIDENTIAL OCCUPANCY,   REVISE PLAN TO CLARIFY AND SHOW COMPLIANCE WITH FBC 5TH   EDITION ACCESSIBILITY TABLE 208.2, FHA REQUIREMENT 2.   PROVIDE THE TOTAL NUMBER OF PARKING SPACES (FOR   BUSINESS AND RESIDENTIAL), NUMBER OF ACCESSIBLE SPACES   (FOR BUSINESS AND RESIDENTIAL), SHEET GA2.1. NOTE THAT   ALL OF THE VAN ACCESSIBLE PARKING SPACES ARE ON THE   PUBLIC SIDE OF THE VEHICLE BARRIER GATE ARM AS WELL AS   SEVERAL ACCESSIBLE SPACES. MORE INFORMATION REGARDING   PARKING FOR RESIDENTS AND BUSINESS VISITORS IS NEEDED.   PLEASE FEEL FREE TO CONTACT ME TO DISCUSS.       13. GA PAGES, FAIR HOUSING ACT REQUIREMENT 2,   ACCESSIBLE AND USABLE COMMON USE AREA, STATES THAT THE   BUILDING BE DESIGNED SO THAT THE PUBLIC AND COMMON USE   AREAS ARE READILY ACCESSIBLE TO AND USABLE BY   HANDICAPPED PERSONS. NONE OF THE ACCESSIBLE SPACES   INCLUDE A CHARGING STATION, AND NONE OF THE CHARGING   STATION SPACES INCLUDE AN ACCESS AISLE; PLEASE REVISE   TO COMPLY WITH THIS REQUIREMENT.       14. FBC 5TH EDITION ACCESSIBILITY 207, REVISE PLAN TO   STATE WHICH METHOD OF COMPLIANCE IS ELECTED FOR   ACCESSIBLE MEANS OF EGRESS (OFFICE SPACE).       15. LS0.1, NOTE UNDER PARKING GARAGE (MECHANICALLY   VENTILATED) STATES "AREA OF REFUGED #1", PLEASE   CLARIFY.       16. LS 0.1, REVISE PLAN TO INCLUDE GRILL AREA OCCUPANT   LOAD, FBC 1004.       17. LS 0.1, IT APPEARS THAT INTERMEDIATE HANDRAILS ARE   REQUIRED AT THE STAIR AT DOOR 115, FBC 1012.9. REVISE   THIS SHEET AND PROVIDE A DIMENSIONED DETAIL FOR THE   STAIR, FBC 107.       18. LS 0.1, THE HANDRAIL FOR THE RAMP IS SHOWN   GRAPHICALLY AS A PROTRUSION INTO THE PATH OF TRAVEL.       19. LS 0.1, THE CLUBHOUSE DOORS 170 AT THE VESTIBULE   ARE DOUBLE DOORS, BUT GATE 160 IS 3FT; FBC 1005.4. SEE   ALSO FBC 1008.2; GATES USED AS A COMPONENT IN A MEANS   OF EGRESS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS   FOR DOORS.       20. LS 0.1, REVISE PLAN TO INCLUDE THE SIDEWALK WIDTH   FROM GATE 160 TO THE PUBLIC WAY, FBC 1005.4.       21. LS 0.1, REVISE PLAN TO CLARIFY THE NUMBER OF   OCCUPANTS EXITING THROUGH GATE 160. EXIT STAIR 4, EXIT   STAIR 6, POOL AREA, CLUBHOUSE, 1ST FLOOR RESIDENTIAL   LEAD TO THIS EXIT.       22. LS 0.1, EXIT STRATEGY FOR POOL DECK AMENITY AREA   AND CLUBHOUSE IS NOT CLEAR. EGRESS CAPACITY TABULATIONS   DOES NOT INCLUDE POOL DECK AREAS; REVISE TO INCLUDE.       23. LS 0.1, TOTAL OCCUPANTS IN THE POOL AREA IS 414   (NOT INCLUDING THE GRILL AREA), WHICH REQUIRES 82.8IN   OF EGRESS WIDTH, 1005.3.2; 68IN PROVIDED. SEE ALSO FBC   1005.5 (REGARDING LOSS OF ONE EXIT); IT APPEARS THAT   BOTH GATES (160, 161) ARE REQUIRED TO BE WIDER.       24. LS 0.1, WILL RESIDENTS HAVE ACCESS FROM THE STREET   SIDE OF GATE 160? THIS GATE LACKS THE MANEUVERING   CLEARANCE REQUIRED BY ANSI 117.1 (FHA), 18IN PULL SIDE,   ANSI 117.1 FIG.B4.13.5.       25. LS 0.1, IT IS NOT CLEAR IF GATE 160A HAS THE   MANEUVERING CLEARANCE REQUIRED BY ANSI 117.1 (FHA),   18IN PULL SIDE, ANSI 117.1 FIG.B4.13.5. REVISE PLAN TO   CLARIFY.       26. LS 0.2 AND OTHER SHEETS, A SURFACE MOUNT FIRE   EXTINGUISHER IS SHOWN WHERE IT APPEARS TO OBSTRUCT THE   ACCESSIBLE PARKING ACCESS AISLE. PROVIDE DIMENSIONS TO   SHOW THAT THE ACCESS AISLE IS NOT OBSTRUCTED.       27. LS 0.2, LS 0.4, UNITS A1 AND C2, TENANT / OCCUPANCY   SEPARATION BETWEEN THE R2 UNITS AND THE A2 CORRIDOR IS   LACKING, FBC TABLE 508.4.       28. LS 0.4, THE DOORS SERVING THE NORTH ROOF DECK ARE   TO SWING IN THE DIRECTION OF EGRESS TRAVEL, FBC   1008.1.10.       29. LS 0.4 IS LABELED LEVELS 4 THROUGH 7, BUT THE 4TH   FLOOR IS NOT THE SAME AS FLOORS 5 THROUGH 7, PLEASE   CORRELATE.       30. LS 0.5, UNIT C1 TO CORRIDOR LACKS THE 1 HOUR RATING   REQUIRED BY FBC 1018, PLEASE REVISE.       31. SHEET S1 2A, SPECIFY FLOOR LOADS FOR THE ASSEMBLY   AREAS (CLUBHOUSE ROOF DECK, GYM, EXERCISE ROOM).       33. SHEET A2.9 SPECS MIAMI DADE NOAS 14-0618.03,   13-0529.02 (JM TPO) ROOF SYSTEM. ADVISORY ONLY; A   SPECIFIC REFERENCE TO A ROOFING PRODUCT WILL REQUIRE A   REVISION IF A DIFFERENT PRODUCT IS SELECTED AT TIME OF   INSTALLATION. IT IS RECOMMENDED THAT, IF UNSURE OF   FINAL PRODUCT TO BE INSTALLED, REFERENCES ARE LEFT OFF   OF THE PLAN AND PRODUCT APPROVALS (REVIEWED BY DESIGNER   OF RECORD) SUBMITTED PRIOR TO INSTALLATION. THIS   COMMENT DOES NOT NEED TO BE ADDRESSED SUBJECT TO   DESIGNER?S DISCRETION.       34. ROOF PRODUCT APPROVALS WERE SUBMITTED BUT THE   ASSEMBLY PROPOSED WAS NOT SELECTED AND ENGINEERING FOR   ENHANCED FASTENING WAS NOT PROVIDED. IF THIS   INFORMATION IS NOT PROVIDED AT THIS TIME, THE   INFORMATION WILL BE REQUIRED AT TIME OF ROOF SUB PERMIT   SUBMITTAL.       35. DETAIL 9-A2.9 SPECIFIES PLYWOOD SHEATHING; 1-S4.1   SPECS WOOD FRAMED CANOPY (ALSO OTHER DETAILS THROUGH   PLANS). PLEASE SEE FBC 603 AND REVISE.       36. S6.0, WALL PRESSURES SPECIFIED AND SOME PRODUCT   APPROVALS WERE SUBMITTED BUT THE CHART IS A GENERAL   ONE, NOT SPECIFIC TO EACH OPENING. THE PRODUCT   APPROVALS ARE NOT MARKED TO INDICATE WHICH OF THE   OPTIONS IS PROPOSED. EITHER PROVIDE A SCHEDULE TO SHOW   DESIGN PRESSURES FOR EACH OPENING AND PRODUCT APPROVALS   MARKED TO SHOW WHICH OPTION PROPOSED FOR EACH OPENING   (OR ONE TO BE USED FOR ALL OPENINGS TO COMPLY WITH   WORST CASE), OR THIS WILL BE A PROVISO ITEM (PROVIDE   FOR REVIEW PRIOR TO INSTALLATION).       37. DETAIL 1-S4.1, PROVIDE A DETAIL FOR THE SOFFIT (OR   ADVISE AS TO WHERE THIS INFORMATION IS LOCATED). PLAN   STATES ?STUCCO & OTHER FINISHES, REF. ARCHITECTURAL.?       38. SHEET S1.9A IS INCORRECTLY NAMED AS 8TH FLOOR   PARTIAL PLAN (BUT IS A PARTIAL ROOF PLAN), PLEASE   ADDRESS.       39. SHEET S6.1 STATES THAT PARAPET PRESSURES ARE BASED   ON A SOLID PARAPET WITH NO INTERNAL PRESSURE AND THAT   INTERNAL PRESSURE MAY NEED TO BE ADDED. THE PARAPETS   SHOWN ON S4.1 ARE WOOD FRAME. IT APPEARS THAT SOME OF   THE PARAPETS ARE NOT SOLID. PLEASE INCLUDE PARAPET   DESIGN PRESSURES FOR FRAME PARAPETS.       40. DETAIL 6-4.0, 1-S7.0 SPECIFIES A LINTEL, BUT I WAS   UNABLE TO LOCATE A LINTEL SCHEDULE, FBC 16, FBC 107,   PLEASE DIRECT OR REVISE TO INCLUDE LINTEL   SPECIFICATION.       41. SEE PLUMBING COMMENTS REGARDING FAIR HOUSING. ALL   COMMENTS ARE ALSO APPLICABLE FOR BUILDING REVIEW.       42. SEE MECHANICAL COMMENTS REGARDING ENERGY CALCS. ALL   COMMENTS ARE ALSO APPLICABLE FOR BUILDING REVIEW.       43. SHEET LS 0.1 STATES THAT STAIRS ARE PRESSURIZED BUT   I WAS UNABLE TO LOCATE STAIR PRESSURIZATION DETAILS,   PLEASE CLARIFY.       44. A5.3.1, ITEM 22, WOOD COMPOSITE PANELS ON METAL   CHANNELS, PLEASE ADVISE; IS THIS APPLICABLE FOR THIS   JOB, AND WHERE? FBC 603.       45. A5.4, SEE FBC TABLE 716.5, DOORS 106, 106A ARE   REQUIRED TO HAVE A 1.5 HR RATING AS THEY ARE LOCATED IN   A 2 HOUR WALL, 45 MINUTES SPECIFIED. DOOR 110 ON THE   PLAN IS DEPICTED IN A 1 HOUR WALL, BUT THE DOOR   SCHEDULE DOES NOT SPECIFY A FIRE RATING. CHECK ALL AND   REVISE AS NECESSARY PRIOR TO RESUBMITTAL.       46. FBC 501.2, ADDRESS IDENTIFICATION REQUIRED.       47. THE SOILS REPORT IS NOT DIGITALLY SIGNED. THE   REPORT ALSO LACKS THE ENGINEERING COMPANY CERTIFICATE   OF AUTHORIZATION ON THE DOCUMENT. PLEASE REVISE TO   INCLUDE. IF THE ENGINEER (RAMAKUMAR V. VEDULA, PE) HAS   A DIGITAL SIGNATURE, PLEASE PROVIDE A DIGITALLY SIGNED   SOILS REPORT. IF THE ENGINEER DOES NOT HAVE A DIGITAL   SIGNATURE, PLEASE PROVIDE AN ORIGINAL SIGNED AND SEALED   SOILS REPORT. FS471, FAC61G15.       THE STRUCTURAL CALCS ARE NOT DIGITALLY SIGNED; PLEASE   ADDRESS.       48. PRODUCT APPROVALS ARE TO BE REVIEWED BY DESIGNER OF   RECORD, FBC 107. IF THE DESIGNER DOES NOT HAVE A   REFERENCE IN THE PLAN TO A SPECIFIC PRODUCT, A SHOP   DRAWING REVIEW STAMP ON EACH PRODUCT APPROVAL OR A   LETTER IS REQUIRED. THE ROOF PRODUCT APPROVALS AND SOME   WINDOWS AND DOORS (A4.7) ARE SPECIFICALLY REFERENCED IN   THE PLAN SO DO NOT REQUIRE DOR REVIEW STAMP. FOR ALL   OTHER ITEMS, PLEASE PROVIDE EVIDENCE OF DOR REVIEW.       49. NOA 14-0923.10 (AND OTHER PRODUCT APPROVALS) WERE   PRINTED AND UPLOADED WITH THE DRAWING PAGES REDUCED TO   HALF SIZE. THIS RESULTS IN ILLEGIBLE PRODUCT APPROVALS   WHEN PRINTED. PRODUCT APPROVALS IN THE FIELD ARE   REQUIRED FOR INSPECTION PURPOSES. PLEASE REPRINT THE   DRAWING PAGES IN LANDSCAPE ORIENTATION AND UPLOAD. THE   PAGES ON THE MIAMI DADE WEBSITE ARE DESIGNED TO BE   PRINTED 11X17, SO THE PAGES PROVIDED ARE 25% OF THE   INTENDED SIZE. CHECK ALL PRODUCT APPROVALS AND UPLOAD   AS NEEDED. PLEASE CONTACT ME IF YOU NEED ADDITIONAL   INFORMATION.       50. ADVISORY ONLY; SOME (BUT NOT ALL) PRODUCT APPROVALS   HAVE BEEN SUBMITTED. APPLICANT MAY ELECT TO DEFER   PRODUCT APPROVAL SUBMITTAL. THEY CAN BE SUBMITTED AFTER   PERMIT ISSUANCE, PRIOR TO INSTALLATION, WITH NO   ADDITIONAL FEES.       51. SEE ROOF REVIEW COMMENTS:       ROOF NOAS FOR JM TPO SUBMITTED; 14-0618.03, 13-0529.02       A. ROOF PRODUCT APPROVALS WERE SUBMITTED BUT THE   ASSEMBLY PROPOSED WAS NOT SELECTED AND ENGINEERING FOR   ENHANCED FASTENING (WOOD DECK) WAS NOT PROVIDED. IF   THIS INFORMATION IS NOT PROVIDED PRIOR TO PERMIT   ISSUANCE, THE INFORMATION WILL BE REQUIRED AT TIME OF   ROOF SUB PERMIT SUBMITTAL. AN "N" WILL BE ENTERED FOR   THE ROOF PLAN REVIEW.       ROOF ASSEMBLIES SELECTED TO COMPLY WITH THE (VULT)   PRESSURES SPECIFIED ON SHEET S6-1.       B. SHEET S6-1, CLARIFY THE DIFFERENCE BETWEEN THE "ROOF   MEMBRANE DESIGN PRESSSURE" VS. "GROSS UPLIFT DESIGN   PRESSURES." THE DESIGN PRESSURES TO BE UTILIZED FOR THE   TPO ROOF IS NOT CLEAR.       C. SHEET S6-1, IT APPEARS THAT ROOF PRESSURES SPECIFIED   USE ZONE 2 PRESSURES FOR ZONE 3. THE STAIR ROOFS,   ELEVATOR ROOFS, CANOPIES (DETAIL 1-S4.1, A SHEETS   BUILDING SECTIONS, OTHER PLACES) DO NOT INCLUDE A 3FT   PARAPET, FBC 1609, ASCE7 10 30.6-1 NOTE 7. SEE ALSO   ROOF REVIEW COMMENTS. IT IS NOT CLEAR WHICH DESIGN   PRESSURES ARE SPECIFIED FOR THE ROOF.       D. PLAN SHEET S1.9C AND OTHER SHEETS INCLUDE AN   INDICATOR FOR DETAIL 1 S9.1A; UNABLE TO LOCATE THIS   SHEET (S9.1A). PLEASE PROVIDE SHEET OR REVISE DETAIL   INDICATOR TO CORRECT LOCATION.           52. ADVISORY ONLY, THE ART IN PUBLIC PLACES WAS SENT   VIA EMAIL, CITY OF WEST PALM BEACH CODE OF ORDINANCES   78-123, 78-126.       THIS PERMIT WILL BE ISSUED WITH THE PROVISO THAT,   WITHIN 90 DAYS OF ISSUANCE, THE APPROVAL WILL BE   PROVIDED. PLEASE SEND A COPY OF THE APPROVAL WHEN   AVAILABLE VIA EMAIL TO [email protected] IN ORDER TO   DOCUMENT THE PERMIT FILE.       PLEASE VERIFY THAT APPLICANT UNDERSTANDS THE   REQUIREMENTS. PLEASE FEEL FREE TO CONTACT ME FOR MORE   INFORMATION.       53. PROVISO; SEPARATE PERMITS (APPLICATION, PLANS,   FEES, REVIEW) REQUIRED FOR POOL. THE PLANS HAVE BEEN   MARKED ?VOID? AND HAVE NOT BEEN REVIEWED.       54. PROVISO; THE FOLLOWING PRODUCT APPROVALS OR SITE   SPECIFIC ENGINEERING ARE REQUIRED TO BE SUBMITTED AND   REVIEWED PRIOR TO INSTALLATION:       MECHANICAL LOUVERS   WINDOWS   SERIES 8000 ALUMINUM WINDOW WALL SYSTEM (15-0727.05,   SHEET A5.5)   DOORS   GENSTORM OPTION #1 LOUVER OUTSWING STEEL DOOR, DOUBLE   (A5.4)   OHD   BAR TELS FRAMELESS DOORS (A5.4)   ALL OTHER COMPONENTS AND CLADDING NOT SUBMITTED AND   REVIEWED PRIOR TO PERMIT ISSUANCE       GREEN SCREEN ALUMINUM FRAME SYSTEM   2ND LEVEL METAL CANOPY   TRELLIS   SHADE STRUCTURES   RAILINGS   PRECAST CONCRETE (S7.0, DELEGATED ENGINEERING   CONNECTIONS)   PRECAST STAIRS AND LANDINGS   AWNINGS AND CANOPIES   OTHER DELEGATED ENGINEERING ITEMS       55. PROVISO, THE FOLLOWING TEST REPORTS FOR THE   FLOORING UNDERLAYMENT WILL BE REQUIRED PRIOR TO   INSTALLATION (INFORMATIONAL NOTE: PER S2.4, S3.1 FLOOR   SLABS ARE 8IN, SO STC AND IIC TESTS ON AN 8IN SLAB OR   LESS ARE ACCEPTABLE): STC (FBC 1207.2), IIC (FBC   1207.3), ASTM E 84 (FBC 603.1).       56. ADVISORY ONLY, FS 553.79(7)(C) ALL SHORING AND   RESHORING PROCEDURES, PLANS, AND DETAILS BE SUBMITTED   TO THE ENFORCEMENT AGENCY FOR RECORDKEEPING.   SHORING/RESHORE ENGINEERING IS TO BE SUBMITTED AT EACH   LIFT. FAILURE TO SUBMIT SHORING/RESHORE PLANS TO THE   BUILDING DIVISION FOR PLAN REVIEW AT THE TIME OF EACH   LIFT MAY RESULT IN A STOP WORK ORDER. AS THIS ISSUE HAS   BEEN PROBLEMATIC IN THE PAST, IT IS RECOMMENDED THAT A   NOTE BE INCORPORATED INTO THE PLAN.       57. ADVISORY ONLY, WINDOW AND DOOR PRODUCT APPROVALS   SPECIFIED ON SHEET A4.7:   NOAS 15-0611.10, 15-0629.01, 13-0617.28, 14092309.09   SPECIFIED. CHANGES FROM THE WINDOW AND DOORS SPECIFIED   WILL REQUIRE A REVISION (REVISED PLAN SHEET, NEW   PRODUCT APPROVALS).       58. A2.1, THE DOOR FOR UNIT 140 AND OTHER UNITS ARE NOT   LABELED, FBC 107. THE INDEX SHOWS A DOOR SCHEDULE FOR   THE AMENITY AREA. PLEASE ADVISE AS TO WHERE THE UNIT   ENTRY DOOR SCHEDULE IS LOCATED OR PROVIDE.       59. FBC 424.1.3.1.9, 424.2.17, POOL BARRIER PROPOSED IS   NOT CLEAR (WINDOWS LOCATED IN THE WALL WHICH SERVES AS   THE POOL BARRIER).       60. SHEET A6.1, ITEM 68 SPECIFIES RIGID INSULATION, NOA   11-0516.02; THIS IS THE NOA NUMBER FOR WATERPROOFING,   REVISE; ALSO SEE OTHER COMMENTS REGARDING NOA NUMBERS   ON THE PLAN.       61. PROVIDE A GRAB BAR BACKING DETAIL, FBC 107.       62. FHA, NOT ALL OF THE SLIDING GLASS DOORS PROPOSED   ARE 6FT; FOR INSTANCE, SEE UNIT S2, SHEET A4.1. SEE   PAGE 3.10 OF THE FAIR HOUSING ACT DESIGN MANUAL AND THE   GUIDANCE REGARDING SLIDING GLASS PATIO DOORS (SECONDARY   DOOR) AND REVISE PLAN TO DEMONSTRATE COMPLIANCE.           63. DETAIL 2-S4.1 GRAPHICALLY DEPICTS AN EMBEDDED STRAP   BUT DOES NOT SPECIFY. PLEASE EITHER PROVIDE INFORMATION   AS TO WHERE THIS INFORMATION CAN BE FOUND OR REVISE   PLAN TO SPECIFY CONNECTORS.       64. DETAILS 1 AND 2, S4.1, PLEASE PROVIDE DIRECTION AS   TO WHICH PLAN VIEW SHEET THE DETAIL INDICATOR FOR THESE   DETAILS ARE LOCATED.       65. FIRST FLOOR (LS 0.1 AND OTHER SHEETS), ADJACENT TO   STAIR 3, A RAMP IS SHOWN BUT NO STAIR TO ACCESS THE   RESIDENTIAL CORRIDOR FROM THE GARAGE. IT IS SUGGESTED   THAT AN ACCESSIBLE STAIR BE ADDED. THE RAMP ADDS   DISTANCE TO THE PATH OF TRAVEL WHICH COULD BE A   HARDSHIP FOR SOMEONE WHO IS DISABLED OR COMPROMISED,   DOES NOT USE A WHEELCHAIR AND IS ABLE TO NAVIGATE A   STAIR.       66. SEE THE ROOF REVIEW:       ROOF NOAS FOR JM TPO SUBMITTED; 14-0618.03, 13-0529.02       A. ROOF PRODUCT APPROVALS WERE SUBMITTED BUT THE   ASSEMBLY PROPOSED WAS NOT SELECTED AND ENGINEERING FOR   ENHANCED FASTENING (WOOD DECK) WAS NOT PROVIDED. IF   THIS INFORMATION IS NOT PROVIDED PRIOR TO PERMIT   ISSUANCE, THE INFORMATION WILL BE REQUIRED AT TIME OF   ROOF SUB PERMIT SUBMITTAL. AN "N" WILL BE ENTERED FOR   THE ROOF PLAN REVIEW.       ROOF ASSEMBLIES SELECTED TO COMPLY WITH THE (VULT)   PRESSURES SPECIFIED ON SHEET S6-1.       B. SHEET S6-1, CLARIFY PURPOSE OF "ROOF MEMBRANE DESIGN   PRESSSURE" VS. "GROSS UPLIFT DESIGN PRESSURES." THE   DESIGN PRESSURES TO BE UTILIZED FOR THE TPO ROOF IS NOT   CLEAR.       C. SHEET S6-1, ROOF PRESSURES SPECIFIED USE ZONE 2   PRESSURES FOR ZONE 3. IT APPEARS THAT THE STAIR ROOF,   ELEVATOR ROOF DO NOT INCLUDE A 3FT PARAPET, FBC 1609,   ASCE7 10 30.6-1 NOTE 7.             Review Stop E ELECTRICAL Rev No 4 Status P Date 2016-10-25 Cont ID   Sent By vperez Date 2016-10-25 Time 14:54 Rev Time 0.00 Received By vperez Date 2016-10-25 Time 14:54 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 3 Status P Date 2016-08-15 Cont ID   Sent By albarran Date 2016-08-15 Time 14:49 Rev Time 0.00 Received By albarran Date 2016-08-15 Time 12:46 Sent To   Notes 2016-08-15 14:49:50 STAMPED NEW SHEETS PREVIOUSLY REVIEWED AND APPROVED BY   VP Review Stop E ELECTRICAL Rev No 2 Status P Date 2016-06-16 Cont ID   Sent By vperez Date 2016-06-16 Time 15:00 Rev Time 0.00 Received By vperez Date 2016-06-16 Time 15:00 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 1 Status F Date 2016-02-24 Cont ID   Sent By vperez Date 2016-02-24 Time 05:25 Rev Time 0.00 Received By vperez Date 2016-02-24 Time 05:25 Sent To   Notes 2016-02-24 05:25:43 INITIAL ELECTRICAL PLAN REVIEW       APPLICABLE CODES IN EFFECT:   FLORIDA BUILDING CODE 2014 5TH EDITION   FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH   EDITION   NFPA 70- 2011 NEC   COMMENTS:       1. SHEET LT-1- PROVIDE A BLOCK NOTE INDICATING THE   REQUIRED SEPARATE PERMITS AND DATA CUT SHEET SUBMITTALS   FOR ALL SITE LIGHTING AND ASSOCIATED EQUIPMENT. A NOTE   WILL SUFFICE.   2. GENERAL NOTES- PROVIDE A BLOCK NOTE INDICATING THE   REQUIRED SEPARATE PERMITS AND DATA CUT SHEET SUBMITTALS   FOR FIRE PUMP ALL LOW VOLTAGE SYSTEMS TO INCLUDE BUT   NOT LIMITED TO FIRE ALARM, ACCESS CONTROLS, CCTV, PHONE   AND DATA, SIGNAGE, WIRELESS SYSTEMS, CAR CHARGING   STATIONS, ETC. A NOTE WILL SUFFICE.   3. PLEASE PROVIDE DATA SHEETS FOR THE EMERGENCY   INVERTERS SHOWN ON DESIGN. FBC 107.3.5   4. SHOW TWO MEANS OF ACCESS AND EGRESS FOR THE MAIN   ELECTRICAL ROOM #1. COULD NOT DETERMINE SIZE OF THE   ELECTRICAL EQUIPMENT IN ROOM. NEC 110.26C2   5. SHEET E3.3- PLEASE LABEL RECEPTACLE IN WORK ROOM TO   BE GFCI PROTECTED PER NEC 210.8B5- IF WITHIN 6FT OF   SINK ALL TO BE GFCI.   6. SHEET E3.5- PLEASE LABEL RECEPTACLE IN KITCHEN AND   PRIVATE LOUNGE TO BE GFCI PROTECTED PER NEC 210.8B5- IF   WITHIN 6FT OF SINK, ALL TO BE GFCI.   7. ON UNIT PLANS DRAWINGS CORRECT TYPO ON APARTMENT   FEEDER SCHEDULE TO INDICATE ALUMINUM CONDUCTORS BEING   USED NOT COPPER. PLEASE CORRELATE FBC 107.3.5   8. SHEET E5.2- RISER DIAGRAM; PLEASE CLARIFY MAIN 2 OF   2 3500A MCB WITH 6 SETS OF 600 ALUMINUM WIRES. 600AL IS   GOOD FOR 340AMP AT 75 DEGREE TERMINAL RATINGS, NEC   310.15B16. UNDERSIZED AS SHOWN FOR A 3500 MCB. CLARIFY   AND CORRECT.   9. NOTE THAT PER NEC 230.2 THIS PROJECT MEETS THE   REQUIREMENTS FOR MULTIPLE SERVICES DUE TO CAPACITY   LIMITS. REGARDLESS, SPECIAL PERMISSION FROM AHJ TO BE   GRANTED PER DESIGN SHOWN. PROVIDE IN WRITING A REQUEST   PER CODE SECTION CITED TO AHJ. GENERAL NOTES TO BE   PLACED FOR FIRST RESPONDERS SAFETY. FIRE REVIEW MIGHT   REQUIRE OTHER MEANS TO SHUNT SERVICES. FBC 107.3.5   10. PROVIDE FROM UTILITY PROVIDER (FPL), ACTUAL   AVAILABLE FAULT CURRENT AT THE TRANSFORMERS. NOTE NOT   SUFFICIENT AT THIS TIME. FBC 107.3.5   11. PROVIDE AIC CALCULATION PER NEC 110.10- FBC 107.3.5   12. PROVIDE A NOTE/SIGN TO INDICATE THE REQUIREMENTS   NEC 110.24 THE MAX. AVAILABLE FAULT CURRENT SHALL BE   DURABLY MARKED AND DATED ON ALL ELECTRICAL APPARATUS   AND NEC 110.16 ARC-FLASH HAZARD WARNING LABELS   REQUIRED.   13. PER FBC EC 405.7.3- SHOW VOLTAGE DROP CALCULATIONS   FOR FEEDERS AND BRANCH CIRCUITS.   14. CLARIFY SELECTION OF SERVICE AND FEEDER CONDUCTORS   AS SHOWN ON RISER DIAGRAM. FOR EXAMPLE PANEL 3UDP SHOWS   A 3500A MCB WITH SERVICE CONDUCTORS SIZED AT 2040AMP (2   SETS OF 4#600 AL.). THE CALCULATED LOADS ON SHEET E5.01   FOR THE METER CENTERS IS SHOWN AT 608+680=(1288) * 2=   2576AMPS DEMAND LOADS. PLEASE REVISIT LOADS AND   CONDUCTOR SIZES AS SHOWN. SEE NEC 240.4C- PROTECTION OF   CONDUCTORS. NEC 310.15B16 TABLE OF AMPACITIES BASED ON   75 DEGREE COLUMN FOR TERMINAL RATINGS. NEC 110.14C.   VERIFY ENTIRE RISER DIAGRAM.   15. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL   FREE TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS   REGARDING THIS PROJECT.           VALENTINO PEREZ   ELECTRICAL PLANS EXAMINER II   561-805-6717   [email protected]                     Review Stop ENG ENGINEERING CSD Rev No 2 Status P Date 2016-07-20 Cont ID   Sent By Mgonzale Date 2016-07-20 Time   Rev Time 0.00 Received By mgonzale Date 2016-07-20 Time   Sent To Z Notes 2016-07-20 08:55:16 NO OBJECTION, PRJECT HAS FORMALLY BEEN SUBMITTED THRU   ENGINEERING.       MANUEL JULIAN GONZALEZ   ENGINEERING PROJECT COORDINATOR   PUBLIC WORKS DEPARTMENT   401 CLEMATIS STREET, 4TH FLOOR   WEST PALM BEACH, FL 33401   (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)   MAIN PHONE: (561) 822-1200   DIRECT: (561) 494-1085   FAX: (561) 494-1116   EMAIL: [email protected]   WWW.WPB.ORG/ENGINEERING       IMPORTANT MESSAGE: AS OF DECEMBER 20, 2015 THE CITY OF   WEST PALM BEACH   CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,   MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD   FREE."   FOR MORE INFORMATION REFER TO THE LINK BELOW:   HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI   CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL                 Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2016-03-31 Cont ID   Sent By Mgonzale Date 2016-03-31 Time   Rev Time 1.00 Received By mgonzale Date 2016-03-31 Time   Sent To I Notes 2016-03-31 19:43:27 PLAN REVISIONS WILL HAVE TO BE SUBMITTED TO REFLECT   CITY OF WEST PALM BEACH ENGINEERING DEVELOPMENT REVIEW   SUBMITTAL.       [email protected] 2016-03-16 14:10:18 ENGINEERING REVIEW WILL BE PERFORMED DURING THE 2ND   REVIEW CYCLE. Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status P Date 2016-09-01 Cont ID   Sent By rlindow Date 2016-08-31 Time   Rev Time 0.00 Received By rlindow Date 2016-08-29 Time   Sent To   Notes 2016-08-29 15:53:53         8/29/2016   R. LINDOW           APPROVED WITH THE FOLLOWING PROVISO:       1) THE FIRE PLACE IS NOT APPROVED AT THIS TIME. PROVIDE   ADDITIONAL INFORMATION ON GAS APPLIANCE TO COMPLY WITH   ALL APLICABLE REQUIREMENTS. THIS SHOULD INCLUDE   OPERATIONAL SAFE GUARDS, MAINTENANCE PROCESSES,   ETC......       2) SHEET 039-LS-0.1 ADD ADDITIONAL DOOR/ GATE TO   ACCOMODATE OCCUPANT LOAD AT NORTH EXIT FROM POOL AREA.       3) "NO PARKING FIRE LANE" SIGNAGE IS REQUIRED. SEE   SHEET 012-C-09       4) THE PROPOSED PROJECT SHALL MEET THE REQUIREMENTS OF   THE 5TH EDITION OF FLORIDA FIRE PREVENTION CODE   INCLUDING THE 2012 EDITION OF NFPA 1 AND NFPA 101 AND   ALL OTHER APPLICABLE CODES OR STANDARDS.       5) SEPARATE PLANS AND PERMITS NEEDED FOR PRIVATE   UNDERGROUND FIRE LINE AND FIRE HYDRANTS.       6) EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A   MINIMUM OF 1.5 HOURS IN THE EVENT OF FAILURE OF NORMAL   LIGHTING. EMERGENCY LIGHTING FACILITIES SHALL BE   ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NOT   LESS THAN AN AVERAGE OF 1 FT-CANDLE AND, AT ANY POINT,   NOT LESS THAN 0.1 FT-CANDLE, MEASURED ALONG THE PATH OF   EGRESS AT FLOOR LEVEL.       7)PER SECTION 7.2.2.5.4 - STAIRWAY IDENTIFICATION: NEW   ENCLOSED STAIRS SERVING THREE OR MORE STORIES AND   EXISTING ENCLOSED STAIRS SERVING FIVE OR MORE STORIES   SHALL COMPLY WITH (A) THROUGH (L).   (A) THE STAIRS SHALL BE PROVIDED WITH SPECIAL SIGNAGE   WITHIN THE ENCLOSURE AT EACH FLOOR LANDING.   (B) THE SIGNAGE SHALL INDICATE THE FLOOR LEVEL.   (C) THE SIGNAGE SHALL INDICATE THE TERMINUS OF THE TOP   AND BOTTOM OF THE STAIR ENCLOSURE.   (D) THE SIGNAGE SHALL INDICATE THE IDENTIFICATION OF   THE STAIR ENCLOSURE.   (E) THE SIGNAGE SHALL INDICATE THE FLOOR LEVEL OF, AND   THE DIRECTION TO, EXIT DISCHARGE.   (F) THE SIGNAGE SHALL BE LOCATED INSIDE THE ENCLOSURE   APPROXIMATELY 60-INCHES ABOVE THE FLOOR LANDING IN A   POSITION THAT IS VISIBLE WHEN THE DOOR IS IN THE OPEN   OR CLOSED POSITION.   (G) THE FLOOR LEVEL DESIGNATION SHALL ALSO BE TACTILE.   (H) THE SIGNAGE SHALL BE PAINTED OR STENCILED ON THE   WALL OR ON A SEPARATE SIGN SECURELY ATTACHED TO THE   WALL.   (I) THE STAIRWAY IDENTIFICATION LETTER SHALL BE LOCATED   AT THE TOP OF THE SIGN IN MINIMUM 1-INCH HIGH   LETTERING.   (J) SIGNAGE THAT READS ?NO ROOF ACCESS? AND IS LOCATED   UNDER THE STAIRWAY IDENTIFICATION LETTER SHALL   DESIGNATE STAIRWAYS THAT DO NOT PROVIDE ROOF ACCESS.   LETTERING SHALL BE A MINIMUM OF 1-INCH HIGH.   (K) THE FLOOR LEVEL NUMBER SHALL BE LOCATED IN THE   MIDDLE OF THE SIGN IN MINIMUM 5-INCH HIGH NUMBERS.   MEZZANINE LEVELS SHALL HAVE THE LETTER ?M? OR OTHER   APPROPRIATE IDENTIFICATION LETTER PRECEDING THE FLOOR   NUMBER, WHILE BASEMENT LEVELS SHALL HAVE THE LETTER ?B?   OR OTHER APPROPRIATE IDENTIFICATION LETTER PRECEDING   THE FLOOR LEVEL NUMBER.   (L) IDENTIFICATION OF THE LOWER AND UPPER TERMINUS OF   THE STAIRWAY SHALL BE LOCATED AT THE BOTTOM OF THE SIGN   IN MINIMUM 1-INCH HIGH LETTERS OR NUMBERS.       8) WET FIRE HYDRANTS ARE REQUIRED PRIOR TO, DURING AND   AFTER CONSTRUCTION.       9) WHERE THE MOST REMOTE PORTION OF A NONSPRINKLERED   FLOOR OR STORY IS LOCATED IN EXCESS OF 150 FT (45.7 M)   OF TRAVEL DISTANCE FROM A REQUIRED EXIT CONTAINING OR   ADJACENT TO A HOSE CONNECTION OR THE MOST REMOTE   PORTION OF A SPRINKLERED FLOOR OR STORY IS LOCATED IN   EXCESS OF 200 FT (61 M) OF TRAVEL DISTANCE FROM A   REQUIRED EXIT CONTAINING OR ADJACENT TO A HOSE   CONNECTION,   ADDITIONAL HOSE CONNECTIONS SHALL BE PROVIDED, IN   APPROVED LOCATIONS, WHERE REQUIRED BY THE LOCAL FIRE   DEPARTMENT OR THE AHJ.       10) NFPA 13, A BUILDING, WHERE PROTECTED BY AN   AUTOMATIC SPRINKLER SYSTEM INSTALLATION, SHALL BE   PROVIDED WITH SPRINKLERS IN ALL AREAS EXCEPT WHERE   SPECIFIC SECTIONS OF THIS STANDARD PERMIT THE OMISSION   OF SPRINKLERS.       11) THE CITY OF WEST PALM BEACH REQUIRES CONSTRUCTION   TRAILERS LARGER THAN A SINGLE "DOUBLE WIDE" (OR TWO   "SINGLE WIDE") TO EITHER BE PROTECTED BY AN AUTOMATIC   SPRINKLER SYSTEM OR COMPLY WITH THE SEPARATION   REQUIREMENTS OF NFPA 241. TEMPORARY CONSTRUCTION   TRAILERS OR MODULAR BUILDINGS WILL REQUIRE A PERMIT AND   COMPLIANCE WITH THE FOLLOWING:   PER NFPA 241- STANDARD FOR SAFEGUARDING CONSTRUCTION,   ALTERATION, AND DEMOLITION OPERATIONS, SECTION 4.2:   TEMPORARY OFFICES, TRAILERS, AND OTHER FACILITIES OF   COMBUSTIBLE CONSTRUCTION OR HOUSING COMBUSTIBLE   CONTENTS SHALL BE SEPARATED FROM ADJACENT BUILDINGS,   TRAILERS OR STRUCTURES IN ACCORDANCE WITH TABLE 4.2.1.   PER TABLE 4.2.1:   1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 30 FEET   2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 35 FEET   3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 40 FEET   4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 45 FEET   5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 50 FEET   6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE   SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET   **A 75 PERCENT REDUCTION IN SEPARATION DISTANCES SHALL   BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC   SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.       PER NFPA 241 SECTION 4.2.2: DETACHMENT BETWEEN   TEMPORARY STRUCTURES, ADEQUATE TEMPORARY FIXED FIRE   PROTECTION SYSTEMS, AND PORTABLE EQUIPMENT SHALL BE   PROVIDED AS REQUIRED BY THE AUTHORITY HAVING   JURISDICTION.         Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status F Date 2016-06-23 Cont ID   Sent By rlindow Date 2016-06-23 Time   Rev Time 0.00 Received By rlindow Date 2016-06-23 Time   Sent To   Notes 2016-06-23 15:20:27 ROY LINDOW-6/23/16   FIRE PLANS EXAMINER   CITY OF WEST PALM BEACH   [email protected]       1) SHEET 20?M3.1C, THIS SHEET SHOWS KITCHEN RANGE ON   DRAWING. THE EXHAUST HOOD SHOWN ON PLANS IS NOT SHOWN   OVER RANGE. KITCHEN EXHAUST AND FIRE SUPPRESSION SYSTEM   REQUIRE SEPARATE PERMIT AND DRAWINGS.   2) SHEET 094-A-5.4 & SHEET 095-A-5.4.1 DOOR SCHEDULE,   THE REMARKS KEY DOES NOT SHOW A SEPARATE KEY ITEM FOR   LISTED FIRE EXIT HARDWARE. PROVIDE A KEY FOR ALL FIRE   RATED DOORS TO HAVE LISTED FIRE EXIT HARDWARE.       7.2.1.7.2 ONLY APPROVED PANIC HARDWARE SHALL BE USED ON   DOOR   ASSEMBLIES THAT ARE NOT FIRE-RATED DOOR ASSEMBLIES.   ONLY APPROVED FIRE   EXIT HARDWARE SHALL BE USED ON FIRE-RATED DOOR   ASSEMBLIES. NEW PANIC   HARDWARE AND NEW FIRE EXIT HARDWARE SHALL COMPLY WITH   ANSI/UL   305, STANDARD FOR SAFETY PANIC HARDWARE, AND ANSI/BHMA   A156.3, EXIT DEVICES.       3) SHEET 012-C-09, PROVIDE NO PARKING FIRE LANE SIGNAGE   (SEE PROVISO).       4) SHEET 042-LS-0.4, LEVELS 4-7, EXIT DOORS FROM THIS   SPACE ARE NOT REMOTE PER SECTION,   7.5.1.3.3 IN BUILDINGS PROTECTED THROUGHOUT BY AN   APPROVED,   SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE   WITH SECTION   9.7, THE MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS,   EXIT   ACCESSES, OR EXIT DISCHARGES, MEASURED IN ACCORDANCE   WITH 7.5.1.3.2,   SHALL BE NOT LESS THAN ONE-THIRD THE LENGTH OF THE   MAXIMUM OVERALL   DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE   SERVED.       5) SHEET 051-A-2.4, EXIT DOORS FROM ASSEMBLY AREAS AND   OTHER SPACES THAT EXCEED 100 OCCUPANT LOAD ARE NOT   PROVIDED WITH PANIC HARDWARE. COORDINATE WITH DOOR   SCHEDULE TO INDICATE CORRECT HARDWARE IS PROVIDED.   EXAMPLES OF DOORS (412, 413, ST 401, ST 403 AND ST   406).       12.2.2.2.3 ANY DOOR IN A REQUIRED MEANS OF EGRESS FROM   AN AREA   HAVING AN OCCUPANT LOAD OF 100 OR MORE PERSONS SHALL BE   PERMITTED TO BE PROVIDED WITH A LATCH OR LOCK ONLY IF   THE LATCH OR   LOCK IS PANIC HARDWARE OR FIRE EXIT HARDWARE COMPLYING   WITH   7.2.1.7, UNLESS OTHERWISE PERMITTED BY ONE OF THE   FOLLOWING:       6) SHEET 051-A-2.4, EXIT DOOR SHOWN ON PLANS AS ST-405   SWINGS IN THE WRONG DIRECTION IN ADDITION IT IS NOT   INCLUDED ON THE DOOR SCHEDULE AND WILL ALSO REQUIRE   PANIC HARDWARE.       7) SHEET 044-A-2.1, DOORS SHOWN AS DOOR 139, 131 & 132   APPEAR TO SWING GREATER THAT 50% OF THE REQUIRED EXIT   WIDTH AND EXCEED MAXIMUM PROJECTION PER SECTION,   7.2.1.4.3       8) THIS IS FROM A PREVIOUS LIST OF COMMENTS #12 ON   PREVIOUS LIST.   SHEET 040-LS-0.2, PROVIDE ONE HOUR RATING TO SEPARATE   CORRIDOR FROM GARAGE.   ARROW POINTS TO AREA IN QUESTION.       9) SHEET 092-A-5.2.2, DUPLICATE NOTE. PLEASE REMOVE GAS   FIREPLACE FROM PLANS.       10) SHEET 317-FS2.7B, AND SHEET 316-FS2.7A, REQUIRED   FIRE SPRINKLER COVERAGE IS NOT PROVIDED FOR ELEVATOR   MACHINE ROOMS.       11) SHEET-044-A-2.1, PROVISO NOTE ADDED TO PLANS.       12) GENERAL COMMENT, DO NOT UTILIZE EXIT MARKING   SIGNAGE AS A METHOD TO DIRECT VEHICLES OUT OF GARAGE.       13) SHEET 241-E2.7A AND SHEET 242-E2.7B, PROVIDE   REQUIRED EMERGENCY LIGHTING FOR EGRESS FROM ROOF.       14) PER NFPA 241 SECTION 8.7.2.3, WHERE UNDERGROUND   WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL   BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO   CONSTRUCTION WORK.       15) REVIEW AND APPROVAL BY THE AHJ SHALL NOT RELIEVE   THE OWNER, CONTRACTOR, ETC. OF THE RESPONSIBILITY OF   COMPLIANCE WITH CODE (NFPA 1, SECTION 1.14.4).       16) 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.       17) FIRE-RATED WALLS   PER SECTION 8.3.2.4, EACH FIRE BARRIER SHALL BE   PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING READING   FIRE BARRIER-PROTECT ALL OPENINGS. CHARACTERS SHALL BE   AT LEAST 4-INCHES IN HEIGHT AND HALF-INCH IN WIDTH.   IDENTIFICATION SHALL BE SPACED NOT MORE THAN 15 FEET ON   CENTER.   PER SECTION 8.3.5.1, PENETRATIONS THROUGH A FIRE-RATED   WALL ASSEMBLY SHALL BE PROTECTED BY A FIRE STOP SYSTEM   OR DEVICE   .   18) TACTILE SIGNAGE SHALL BE INSTALLED AT ALL EXIT   DOORS.         Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2016-03-17 Cont ID   Sent By rlindow Date 2016-03-17 Time   Rev Time 0.00 Received By rlindow Date 2016-03-08 Time   Sent To   Notes 2016-03-08 13:24:10 THE FOLLOWING COMMENTS WERE SUBMITTED BY ROY LINDOW(   [email protected]), FIRE INSPECTOR, BUREAU OF FIRE   PREVENTION, WEST PALM BEACH FIRE RESCUE.       THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE   DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.   ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS   ARE SUBMITTED FOR PERMIT.       1) -SHEET 043- LS 0.5   ONE HOUR RATED WALL IS NOT PROVIDED FOR CORRIDOR OF SE   CORNER OF BUILDING ACROSS FROM STAIR #4.       2) -SHEET 043- LS 0.5   ADD REQUIRED EXIT SIGNS TO SOUTH AND NORTH CORRIDOR.   DISTANCE EXCEEDS MAXIMUM OF 100 FT.       3) -SHEET 043- LS 0.5   ACCOUNT FOR CAPACITY OF EACH EXIT DOOR AND HOW   OCCUPANCY LOAD IS SPLIT UP.       4) -SHEET 042- LS-0.4   ADD REQUIRED EXIT SIGNS TO SOUTH AND NORTH CORRIDOR.   DISTANCE EXCEEDS MAXIMUM OF 100 FT.       5) -SHEET 042- LS-0.4   EXIT DOORS SWING WRONG DIRECTION FOR ASSEMBLY SPACE AT   NORTH SIDE OF BUILDING (TERRACE FLOOR 4).       6) -SHEET 042- LS-0.4   ONE HOUR RATED WALL IS NOT PROVIDED FOR CORRIDOR OF SE   CORNER OF BUILDING ACROSS FROM STAIR #4.       7) -SHEET 042- LS-0.4   PROVIDE ONE HOUR RATING TO SEPARATE THE ASSEMBLY   OCCUPANCY FROM APARTMENT OCCUPANCY.       8) -SHEET 042- LS-0.4   ACCOUNT FOR CAPACITY OF EACH EXIT DOOR AND HOW   OCCUPANCY LOAD IS SPLIT UP.       9)-SHEET 041-LS-0.3   ADD REQUIRED EXIT SIGNS TO SOUTH AND NORTH CORRIDOR.   DISTANCE EXCEEDS MAXIMUM OF 100 FT.       10)-SHEET 041-LS-0.3   ACCOUNT FOR CAPACITY OF EACH EXIT DOOR AND HOW   OCCUPANCY LOAD IS SPLIT UP.       11) -SHEET 040-LS-0.2   PER SECTION 6.1.14.4.1   PROVIDE ONE HOUR RATING TO SEPARATE THE ASSEMBLY   OCCUPANCY FROM APARTMENT OCCUPANCY.       12) -SHEET 040-LS-0.2   PROVIDE ONE HOUR RATING TO SEPARATE CORRIDOR FROM   GARAGE.       13) -SHEET 040-LS-0.2   ADD REQUIRED EXIT SIGNS TO SOUTH CORRIDOR. DISTANCE   EXCEEDS MAXIMUM OF 100 FT.       14) -SHEET 040-LS-0.2   ACCOUNT FOR CAPACITY OF EACH EXIT DOOR AND HOW   OCCUPANCY LOAD IS SPLIT UP.       15) -SHEET 039- LS-0.1   TWO HOUR ENCLOURE FOR STAIR #2 MISSING DOOR.       16) -SHEET 039- LS-0.1   ADD REQUIRED EXIT SIGNS TO GARAGE. DISTANCE EXCEEDS   MAXIMUM OF 100 FT.       17) -SHEET 039- LS-0.1   ADD REQUIRED EXIT SIGNS TO SOUTH CORRIDOR. DISTANCE   EXCEEDS MAXIMUM OF 100 FT.       18) -SHEET 039- LS-0.1   ELECTRIC ROOM, PER NFPA 70, PROVIDE REQUIRED PANIC   HARDWARE.       19) -SHEET 039- LS-0.1   ACCOUNT FOR CAPACITY OF EACH EXIT DOOR AND HOW   OCCUPANCY LOAD IS SPLIT UP.       20) -SHEET 039- LS-0.1   COMMON PATH OF TRAVEL EXCEEDED IN PARKING GARAGE(100   FEET).       21) -SHEET 039- LS-0.1   PLANS SHOW "AREA OF REFUGED#1"? PROVIDE ADDITIONAL   INFORMATION PERTAINING TO THIS AREA.       22) -SHEET 092-A5.2.2   GAS FIREPLACE IS NOT PERMITTED.   PER SECTION 10.11.8.1- INCINERATORS, OUTDOOR   FIREPLACES, PERMANENT BARBECUES,   AND GRILLS SHALL NOT BE BUILT, INSTALLED, OR MAINTAINED   WITHOUT   PRIOR APPROVAL OF THE AHJ.       23) -SHEET 044-A-2.1   3' GATE IN THE MEANS OF EGRESS USED FOR ACCESS CONTROL   REQUIRED TO COMPLY WITH FFPC PER SECTION 7.2.1.6.2       24) -SHEET-090-A-5.1.6   CONDITION SHOWN ON PLAN.SEPARATE FIRE SUPPRESSION AND   EXHAUST HOOD PLANS REQUIRED.       25) -SHEET-249-E-4.1   PLAN SHOWS SMOKE DETECTORS WHERE SMOKE ALARMS ARE   REQUIRED.       26) -SHEET-012-C-09   FIRE HYDRANTS ARE TO BE ON THE SAME SIDE OF THE STREET   AS FIRE DEPARTMENT CONNECTION.       27) -ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR   THIS DEVELOPMENT SHALL BE CLEARLY INDICATED   AND IDENTIFIED ON THE PLAN AND CLOSELY COORDINATED WITH   THE BUREAU OF FIRE PREVENTION.       28) -ALL FIRE DEPARTMENT SPRINKLER SYSTEM CONNECTIONS   (FDC,S) FOR THE PROJECT SHALL BE IDENTIFIED   AND COORDINATED WITH THE BUREAU OF FIRE PREVENTION.       29) -LIFE SAFETY PLANS AND ELECTRICAL PLANS. SHOW ALL   EMERGENCY LIGHTING. PLANS NEED TO BE SIMILAR IN   LOCATION AND IN CONCEPT.       30) - DOOR SCHEDULE DOES NOT INCLUDE ALL RATED DOORS IN   BUILDING. VERIFY ACCURACY TO INCLUDE ALL RATED DOORS.               GENERAL COMMENTS NOTED BELOW:       -ALL PARKING STRUCTURES SHALL COMPLY WITH NFPA 88A.       -ALL ELEVATORS SHALL BE EQUIPPED WITH A REGION 7 KEYWAY   SYSTEM.       -CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY   WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE   PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS.   A PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER   RELATED TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN   STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY   MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER   PROTECTION.       -SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY   IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING   ALL CONSTRUCTION ACTIVITIES.       -THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM ALL   ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION. ADDRESS   NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND   AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT   WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.       -DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE REMOVED   FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE   ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.       -ALL STAIRWELL ENCLOSURES.   PER SECTION 7.2.2.5.4 - STAIRWAY IDENTIFICATION: NEW   ENCLOSED STAIRS SERVING THREE OR MORE STORIES AND   EXISTING ENCLOSED STAIRS SERVING FIVE OR MORE STORIES   SHALL COMPLY WITH (A) THROUGH (L).   (A) THE STAIRS SHALL BE PROVIDED WITH SPECIAL SIGNAGE   WITHIN THE ENCLOSURE AT EACH FLOOR LANDING.   (B) THE SIGNAGE SHALL INDICATE THE FLOOR LEVEL.   (C) THE SIGNAGE SHALL INDICATE THE TERMINUS OF THE TOP   AND BOTTOM OF THE STAIR ENCLOSURE.   (D) THE SIGNAGE SHALL INDICATE THE IDENTIFICATION OF   THE STAIR ENCLOSURE.   (E) THE SIGNAGE SHALL INDICATE THE FLOOR LEVEL OF, AND   THE DIRECTION TO, EXIT DISCHARGE.   (F) THE SIGNAGE SHALL BE LOCATED INSIDE THE ENCLOSURE   APPROXIMATELY 60-INCHES ABOVE THE FLOOR LANDING IN A   POSITION THAT IS VISIBLE WHEN THE DOOR IS IN THE OPEN   OR CLOSED POSITION.   (G) THE FLOOR LEVEL DESIGNATION SHALL ALSO BE TACTILE.   (H) THE SIGNAGE SHALL BE PAINTED OR STENCILED ON THE   WALL OR ON A SEPARATE SIGN SECURELY ATTACHED TO THE   WALL.   (I) THE STAIRWAY IDENTIFICATION LETTER SHALL BE LOCATED   AT THE TOP OF THE SIGN IN MINIMUM 1-INCH HIGH   LETTERING.   (J) SIGNAGE THAT READS ?NO ROOF ACCESS? AND IS LOCATED   UNDER THE STAIRWAY IDENTIFICATION LETTER SHALL   DESIGNATE STAIRWAYS THAT DO NOT PROVIDE ROOF ACCESS.   LETTERING SHALL BE A MINIMUM OF 1-INCH HIGH.   (K) THE FLOOR LEVEL NUMBER SHALL BE LOCATED IN THE   MIDDLE OF THE SIGN IN MINIMUM 5-INCH HIGH NUMBERS.   MEZZANINE LEVELS SHALL HAVE THE LETTER ?M? OR OTHER   APPROPRIATE IDENTIFICATION LETTER PRECEDING THE FLOOR   NUMBER, WHILE BASEMENT LEVELS SHALL HAVE THE LETTER ?B?   OR OTHER APPROPRIATE IDENTIFICATION LETTER PRECEDING   THE FLOOR LEVEL NUMBER.   (L) IDENTIFICATION OF THE LOWER AND UPPER TERMINUS OF   THE STAIRWAY SHALL BE LOCATED AT THE BOTTOM OF THE SIGN   IN MINIMUM 1-INCH HIGH LETTERS OR NUMBERS.       -FOR ASSEMBLY AND EDUCATIONAL OCCUPANCIES WITH AN   OCCUPANT LOAD OF 100 OR MORE PERSONS (50 PERSONS PER   THE FLORIDA BUILDING CODE), PANIC HARDWARE SHALL BE   PROVIDED ON DOORS TO RELEASE THE LOCK/LATCH. NO OTHER   LOCKS OR LATCHES ARE PERMITTED THAT WOULD NOT BE   RELEASED BY THE PANIC HARDWARE. AS A SUBSTITUTE FOR   PANIC HARDWARE, THE MAIN ENTRANCE IS PERMITTED TO HAVE   AN INTERIOR KEYED DOOR LOCK (AND NO LATCH) WITH A   READILY VISIBLE SIGN STATING THIS DOOR TO REMAIN   UNLOCKED WHEN THE BUILDING IS OCCUPIED. SIGN LETTERS   SHALL BE AT LEAST 1 INCH IN HEIGHT. A THUMB TURN STYLE   LOCK IS NOT PERMITTED TO BE SUBSTITUTED FOR A KEYED   LOCK.       -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.       -SEPARATE PLANS AND PERMITS NEEDED FOR PRIVATE   UNDERGROUND FIRE LINE AND FIRE HYDRANTS.       -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.       -PROVIDE A KNOX KEY SWITCH TO ALLOW GATE ACCESS TO   EMERGENCY RESPONDERS. KEY SWITCH CAN BE ORDERED FROM   WWW.KNOXBOX.COM.       -PER SECTION 10.12.1.2 (NFPA 1), PROVIDE BUILDING   ADDRESS VISIBLE FROM THE STREET. NUMBERS SHALL BE   ATTACHED TO THE BUILDING AND BE AT LEAST SIX-INCHES IN   HEIGHT WITH 1-INCH STROKE AND SHALL CONTRAST THE   BACKGROUND.       -PER SECTION 8.3.2.4   EACH NEW FIRE WALL, FIRE BARRIER, FIRE PARTITION, SMOKE   BARRIER, SMOKE PARTITION, OR ANY OTHER NEW WALL   REQUIRED TO HAVE   PROTECTED OPENINGS SHALL BE PERMANENTLY IDENTIFIED WITH   SIGNS OR   STENCILING ABOVE ANY DECORATIVE CEILING AND IN   CONCEALED SPACES   WITH THE WORDING, "FIRE AND SMOKE BARRIER PROTECT   ALL OPENINGS" OR SIMILAR LANGUAGE. SUCH SIGNS OR   STENCILING   SHALL BE IN 4 INCH HIGH LETTERS, ? INCH STROKE, AND NOT   MORE THAN 15   FEET ON-CENTER.             Review Stop G GAS REVIEW Rev No 3 Status P Date 2016-10-21 Cont ID   Sent By gjohnson Date 2016-10-21 Time 12:59 Rev Time 0.00 Received By gjohnson Date 2016-10-21 Time 12:59 Sent To   Notes ***NONE*** Review Stop G GAS REVIEW Rev No 2 Status F Date 2016-09-12 Cont ID   Sent By gjohnson Date 2016-09-12 Time 14:07 Rev Time 0.00 Received By gjohnson Date 2016-09-12 Time 14:07 Sent To   Notes 2016-09-12 15:23:37 2ND REVIEW: FBC 2014       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]       GAS COMMENTS: 2ND REQUEST       1. CLEARLY SHOW ALL CUT SECTIONS OF PIPE AND   CORRESPONDING LENGTHS PER FBC-2014 FUEL GAS, SECS.   402.4.1, 402.4.2.       2. SHOW TYPE OF PIPING MATERIAL BEING INSTALLED ON   RISER , ALL PIPE SIZES, AND THE EHD NUMBER OF   CORRUGATED STAINLESS STEEL TUBING FOR EACH PIPE SIZE IF   BEING USED. WPB AMENDMENTS TO FBC SEC. 107.2.1.       3. SHOW PIPE SIZE DOWN STEAM OF REGULATORS. WPB   AMENDMENTS TO FBC SEC. 107.2.1.       4. SUBMIT CALCULATIONS FOR COMBUSTION AIR ON RANGE PER   THE FBC-2014 FUEL GAS CODE SEC. 304.       5. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS FOR ALL   GAS EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA   54, NFPA 58, AND FBC-2014 FUEL GAS SEC. 402.2       6. PLEASE CLARIFY SYSTEM PRESSURE IT APPEARS TO BE A   2LB SYSTEM BEING REDUCED DOWN TO .5LB AT EACH APPLIANCE   BY REGULATORS. THE TABLES YOU REFERENCE INDICATE .5LB   PLEASE INDICATE ON THE RISER THE PRESSURE IN EACH   SECTION OF THE SYSTEM. PER WPB AMEND TO FBC 107.2.1       7. PROVIDE EMERGENCY SHUT OF VALVE ON GAS SUPPLY TO   RANGE       DO TO PLANS BEING INCOMPLETE OR UNCLEAR, A   COMPREHENSIVE PLAN REVIEW CANNOT BE DONE AT THIS TIME,   THERE MAYBE ADDITIONAL COMMENTS ON RESUBMITTAL OF   PLANS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND LEAVE THE   PREVIOUSLY REVIEWED SHEETS.     Review Stop G GAS REVIEW Rev No 1 Status F Date 2016-06-16 Cont ID   Sent By gjohnson Date 2016-06-16 Time 08:24 Rev Time 0.00 Received By gjohnson Date 2016-06-16 Time 08:24 Sent To   Notes 2016-06-16 08:39:03 1ST REVIEW: FBC 2014       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]       GAS COMMENTS:       1. CLEARLY SHOW ALL CUT SECTIONS OF PIPE AND   CORRESPONDING LENGTHS PER FBC-2014 FUEL GAS, SECS.   402.4.1, 402.4.2.       2. SHOW TYPE OF PIPING MATERIAL BEING INSTALLED, ALL   PIPE SIZES, AND THE EHD NUMBER OF CORRUGATED STAINLESS   STEEL TUBING FOR EACH PIPE SIZE IF BEING USED. WPB   AMENDMENTS TO FBC SEC. 107.2.1.       3. SHOW PIPE SIZE DOWN STEAM OF REGULATORS. WPB   AMENDMENTS TO FBC SEC. 107.2.1.       4. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE   FBC-2014 FUEL GAS CODE SEC. 304.       5. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS FOR ALL   GAS EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA   54, NFPA 58, AND FBC-2014 FUEL GAS SEC. 402.2               DO TO PLANS BEING INCOMPLETE OR UNCLEAR, A   COMPREHENSIVE PLAN REVIEW CANNOT BE DONE AT THIS TIME,   THERE MAYBE ADDITIONAL COMMENTS ON RESUBMITTAL OF   PLANS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND LEAVE THE   PREVIOUSLY REVIEWED SHEETS.     Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2016-10-28 Cont ID   Sent By cpuell Date 2016-10-28 Time 11:18 Rev Time 0.00 Received By cpuell Date 2016-10-18 Time 11:36 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2016-09-28 Cont ID   Sent By shill Date 2016-09-16 Time 10:15 Rev Time 0.00 Received By shill Date 2016-08-10 Time 10:36 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2016-08-01 Cont ID   Sent By lmarchan Date 2016-08-01 Time 16:10 Rev Time 0.00 Received By lmarchan Date 2016-05-25 Time 13:37 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2016-04-11 Cont ID   Sent By cpuell Date 2016-04-11 Time 08:40 Rev Time 0.00 Received By cpuell Date 2016-02-08 Time 08:16 Sent To   Notes ***NONE*** Review Stop IMPACT COUNTY IMPACT FEES Rev No 4 Status P Date 2016-10-25 Cont ID   Sent By shill Date 2016-10-25 Time 14:50 Rev Time 0.00 Received By shill Date 2016-10-25 Time 14:50 Sent To   Notes 2016-10-25 14:51:07 ROUTED STAMPED PLAN TO RECORDS       MU-2016-023753-0000   MU-2016-24011-0000   MU-2016-024046-0000     2016-10-25 12:42:44 GIVEN TO SHILL Review Stop IMPACT COUNTY IMPACT FEES Rev No 3 Status F Date 2016-10-25 Cont ID   Sent By shill Date 2016-10-25 Time 08:01 Rev Time 0.00 Received By shill Date 2016-10-21 Time 14:30 Sent To   Notes 2016-10-21 14:35:11 ****CORRECTIONS****       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       PROVIDE THE PLAN STAMPED BY THE COUNTY   THIS MAY BE SUBMITTED AT ANY TIME (DO NOT NEED TO WAIT   FOR THE REVIEW CYCLE TO BE COMPLETE)       MU-2016-023753-0000   MU-2016-24011-0000   MU-2016-024046-0000     Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status F Date 2016-06-07 Cont ID   Sent By shill Date 2016-06-07 Time 07:36 Rev Time 0.00 Received By shill Date 2016-06-07 Time 07:36 Sent To   Notes 2016-06-07 07:36:37 ****CORRECTIONS****       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       IMPACT FEE ASSESSMENT BY PALM BEACH COUNTY REQUIRED   PRIOR TO PERMIT ISSUANCE. THE PLANS ARE TO BE STAMPED   AND THE RECEIPT SHOWING THAT FEES WERE PAID IS TO BE   PROVIDED. THIS MAY BE DONE AT ANY POINT DURING THE PLAN   REVIEW PROCESS.       FOR MORE INFORMATION, CONTACT 561-233-5025.         Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2016-03-01 Cont ID   Sent By shill Date 2016-03-01 Time 17:14 Rev Time 0.00 Received By shill Date 2016-03-01 Time 17:14 Sent To   Notes 2016-03-01 17:16:27 ****CORRECTIONS****       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       IMPACT FEE ASSESSMENT BY PALM BEACH COUNTY REQUIRED   PRIOR TO PERMIT ISSUANCE. THE PLANS ARE TO BE STAMPED   AND THE RECEIPT SHOWING THAT FEES WERE PAID IS TO BE   PROVIDED. THIS MAY BE DONE AT ANY POINT DURING THE PLAN   REVIEW PROCESS.       FOR MORE INFORMATION, CONTACT 561-233-5025.         Review Stop M MECHANICAL (A/C) Rev No 4 Status P Date 2016-10-27 Cont ID   Sent By ccole Date 2016-10-27 Time 15:16 Rev Time 0.00 Received By ccole Date 2016-10-26 Time 18:02 Sent To   Notes 2016-10-27 15:31:27 MECHANICAL PROVISOS   10/27/16       1) THE UPLOADED ENGINEERING DOCUMENTS FOR ANCHORING THE   CARRIER, MITSUBISHI, AND FIRST COMPANY EXTERIOR UNITS   MUST BEAR THE ORIGINAL SIGNATURES AND SEALS OF THE   ENGINEERS WHO PREPARED THE DOCUMENTS.       2) PROVIDE AHRI CERTIFICATES FOR THE THORUGH THE WALL   APARTMENT AC SYSTEMS.       3) SEPARATE PERMITS AND PLANS ARE REQUIRED FOR THE   KITCHEN HOOD AND FIRE SUPPRESSION SYSTEM IN THE   CLUBHOUSE.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 3 Status F Date 2016-08-26 Cont ID   Sent By ccole Date 2016-08-26 Time 08:34 Rev Time 0.00 Received By ccole Date 2016-08-25 Time 09:24 Sent To   Notes 2016-08-26 09:57:25 3RD REVIEW FBC-2014 MECHANICAL   PERMIT #16020194   8/26/16       1) THE REVISED AC COOLING AND HEATING CALCULATIONS ARE   MISSING THE A1, A1 COR, A2, AND A3 SYSTEMS.       2) THE ENERGY/GAUGE COMPLIANCE SUBMITTAL IS MISSING THE   DATA FOR THE MITSUBISHI SYSTEMS.       3) COMMENT #1 FROM THE PREVIOUS REVIEW HAS NOT   COMPLETELY ADDRESSED. A) PROVIDE A REVISED FAN SCHEDULE   ON SHEET M-5.2 THAT SHOWS THE NEW, LARGER CAPACITY   GARAGE EXHAUST FANS. B) SHEETS M-2.1A & M-2.2A: THE   6000 EXHAUST CFM'S SHOWN AT THE SOUTH SIDE OF THE   GARAGE FOR LEVELS 1 & 2 DO NOT MATCH WITH THE EXHAUST   CFMS SHOWN ON THE RISER DRAWING ON SHEET M-6.2.       4) COMMENT #15 FROM THE PREVIOUS REVIEW HAS NOT BEEN   COMPLETELY ADDRESSED. A) DEMAND CONTROLLED VENTILATION   IS REQUIRED FOR THE THEATRE- PLEASE PLACE A NOTE ON THE   PLAN AND SHOW THE LOCATIONS OF CO2 SENSORS. B) SUBMIT   MANUFACTURER'S SPECIFICATIONS FOR THE SENSORS REVIEWED   WITH SIGNATURE BY THE EOR. THE SPECS SHALL PROVIDE   INSTRUCTIONS FOR INSTALLATION OF THE SENSORS       INCLUDING PLACEMENT AND SPACING OF THE DEVICES.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2016-06-09 Cont ID   Sent By ccole Date 2016-06-09 Time 07:58 Rev Time 0.00 Received By ccole Date 2016-06-07 Time 15:23 Sent To   Notes 2016-06-09 08:39:50 2ND REVIEW: FBC 2014 MECHANICAL, ENERGY CONSERVATION   PERMIT #16020194   6/9/16       1) REFER TO SECTION 404.2: THE TOTAL 153900 SQUARE   FOOTAGE OF THE GARAGE LEVELS 1-7 WILL REQUIRE AN   EXHAUST VENTILATION SYSTEM CAPABLE OF PRODUCING A   MAXIMUM VENTILATION AIR FLOW RATE OF 115,470 CFMS AT   .75 CFMS PER SF. GEF-3 WHICH HAS A MAX RATE OF 20,000   CFMS IS ADEQUATELY SIZED FOR THE 2ND LEVEL GARAGE IT IS   SERVICING, HOWEVER THE ROOF-MOUNTED GEF-1 & 2 DO NOT   HAVE THE CAPACITIES TO SERVICE THE REMAINING LEVELS.       2) REFER TO SECTION 501.4 AND CLARIFY HOW MAKEUP AIR   FOR THE GARAGE EXHAUST SYSTEMS IS BEING PROVIDED: THE   CONTROL DIAGRAM ON M-6.3 DEPICTS NORTH AND SOUTH   OUTSIDE AIR SHAFTS AND SPECIFES SUPPLY FANS IN THE   SEQUENCE NOTES, HOWEVER THESE SHAFTS AND SUPPLY FANS DO   NOT APPEAR TO BE SHOWN ON THE GARAGE MECHANICAL PLANS.       3) SHEETS M-6.3 AND M-2.1A & M-2.2A: THE CONTROLS   DIAGRAM SHOWS THE AMS AT BOTH NORTH AND SOUTH LOCATIONS   FOR GARAGE LEVELS 1 & 2, HOWEVER THEY ARE NOT SHOWN ON   THE MECHANICAL PLANS FOR THE THOSE LEVELS.       4) REFERENCE WAS MADE TO SECTION C403.2.9 FBC-14 ENERGY   CONSERVATION (COMMENT #18) WHICH REQUIRES COMMISSIONING   OF THE MECHANICAL SYSTEMS ON THE PROPOSED PROJECT.   PLEASE REVIEW SECTION C408 AND SUBMIT A COMMISSIONING   PLAN IN ACCORDANCE WITH SECTION C408.2.1.       5) THE SUBMITTED AC COOLING AND HEATING SUMMARY   CALCULATIONS FROM DTM TECH INC. MUST BE SIGNED AND   SEALED BY THE ENGINEER OF RECORD- SECTION C403.2.1.       6) SHEET M3.1A: THE REDCIRCULATION OF AIR FROM THE DOG   PARLOR IS PROHIBITED PER TABLE 403.3 FOOTNOTE B. PLEASE   REMOVE THE TRANSFER DUCT.       7) M3.1A: THE SUPPLY AIR STREAM IN THE ZOOM LOCKER ROOM   SHALL NOT CONTAIN MORE THAN 10% OF REIRCULATED AIR FROM   THE SPACE. IT APPEARS THAT THE 48X6 RETURN AIR GRILL   WILL ALLOW RECIRCULATION EXCEEDING THE ALLOWABLE LIMIT.   PLEASE PROVIDE A CALCULATION TO VERIFY COMPLIANCE.       8) AS PREVIOUSLY REQUESTED, AND IN ACCORDANCE WITH   ASHRAE 62.1 AND TABLE 403.3, PROVIDE VENTILATION FOR   THE TELECOM AND STORAGE ROOMS.       9) AS PREVIOUSLY REQUESTED, AND IN ACCORDANCE WITH   ASHRAE 62.1 AND TABLE 403.3, PROVIDE EXHAUST SYSTEMS   FOR THE TRASH ROOMS.       10) M-2.2C: REFER TO SECTION 501.3.1(2) AND INDICATE   ALL REQUIRED CLEARANCE DISTANCES FOR THE TWO EXHAUST   OUTLETS ON THE NORTH SIDE OF THE BUILDING. AS   PREVIOUISLY NOTED, FL. PRODUCT APPROVALS AND/OR   MIAMI-DADE NOA'S MUST BE SUBMITTED FOR THE EXHAUST   OUTLET LOUVERS WITH APPROVAL SIGNATURE BY THE EOR. THE   LOUVERS SHALL ALSO COMPLY WITH AMCA STANDARD 550.       11) M-3.1A, 3.1B: REFER TO COMMENT #10 ABOVE AND SHOW   COMPLIANCE FOR ALL EXHAUST OUTLETS ON THE WEST SIDE,   AND ALSO SEE SECTION 401.4 AND PROVIDE CLEARANCE   DISTANCE MEASUREMENTS FOR THE OUTDOOR AIR INLETS FOR   AC-4, 4A, 5, 6, 7, & 8.       12) M3.2C: PER THE NARRATIVE RESPONSE, THE LOCATION OF   CU-8 IS SHOWN ON THIS PLAN, HOWEVER THIS PLAN SHEET IS   NOT IN THE UPLOADED PLAN SETS ON THE INDEX.       13) M-2.7A & 7B: AS PREVIOUSLY REQUESTED PROVIDE SIZING   CALCULATIONS FOR THE ELEVATOR HOISTWAY VENTS IN   COMPLIANCE WITH SECTION 3004.3 FBC-14 BUILDING.       14) M-3.1B: IT APPEARS THAT NON-METALLIC FLEXIBLE DUCTS   ARE BEING USED FOR EXHAUST IN THE POOL BATHROOMS PLEASE   PROVIDE A MANUFACTURER'S SPECIFICATION SHEET INDICATING   THE DUCTS CAN BE USED FOR THIS PURPOSE.       15) M-3.1C: PLEASE INDICATE HOW DEMAND CONTROLLED   VENTILATION IS BEING CONTROLLED AND SHOW THE LOCATION   OF THE C02 SENSORS.       16) M-7.2: AS PREVIOUSLY NOTED IN THE 1ST REVIEW, NOA   #07-0509.09 FOR THE ROOF STAND IS EXPIRED. PLEASE   PROVIDE THE CORRECT NOA # ON THE PLAN, AND THE WIND   LOAD DESIGN CRITERIA FOR ALL EXTERIOR INSTALLATIONS   SHOWN ON THE PLAN.       17) PLEASE PROVIDE AN AIR DEVICE SCHEDULE INDICATING   MAKES, MODELS, AND DIMENSIONS OF ALL SUPPLY DIFFUSERS   AND RETURN GRILLS, AND ACCESSORIES.       18) PROVIDE CONDENSATE DISPOSAL PLANS AND DETAILS FOR   ALL AC SYSTEMS SHOWN ON THE PLANS. IF LOCATED IN THE   PLUMBING DRAWINGS AND RISER DIAGRAMS, PLEASE INDICATE   ON WHICH PLAN SHEETS.       19) M-4.1, 4.2, & 4.3: SUBMIT MANUFACTURER'S   SPECIFICATIONS FOR THE DRYERS AND KITCHEN EXHAUST   HOODS. THE DRYER EXHAUST DUCT RUNS FOR ALL UNITS EXCEED   THE ALLOWABLE 35' MAXIMUM ALLOWABLE BY SECTION   504.6.4.1, PLEASE NOTE THE DUCT RUN CHART ON SHEET   M-4.3 DOES NOT INDICATE THE MANUFACTURER.       20) M-4.1, 4.2, & 4.3: THE O/A INTAKES ON MANY OF THE   UNITS APPEAR TO BE LOCATED IN PROXIMITY OF THE   CONDENSER EXHAUST GRILLS. REFER TO SECTION 401.4 AND   ADD CLEARANCE MEASUREMENTS TO VERIFY COMPLIANCE.       21) M-4.2: THE BEDROOM RETURN TRANSFER FOR ALL UNITS ON   THIS SHEET APPEAR TO BE POINTING IN THE WRONG   DIRECTION- PLEASE CORRECT.       22) EACH UPLOADED WIND LOAD ENGINEERING DOCUMENT FOR   THE CARRIER, MITSUBISHI, FIRST COMPANY UNITS, AND THE   ROOF STANDS AND WALL BRACKETS HAVE SCANNED ENGINEER'S   SEALS- EACH MUST BE DIGITALLY SIGNED AND SEALED BY THE   ENGINEER WHO PREPARED THEM. THE DOCUMENTS MUST ALSO BE   APPROVAL WITH SIGNATURE BY THE PROJECT ENGINEER OF   RECORD.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2016-02-24 Cont ID   Sent By ccole Date 2016-02-24 Time 16:51 Rev Time 0.00 Received By ccole Date 2016-02-23 Time 12:20 Sent To   Notes 2016-02-24 16:51:43 1ST REVIEW: FBC 2014 MECHANICAL   PERMIT #16020194   2/23/16       1) DISCREPANCIES BETWEEN THE FIFTH EDITION 2014 ENERGY   EFFICIENCY COMPLIANCE FORM SUBMITTAL AND THE AC PLANS   AND EQUIPMENT SCHEDULES:   A) COMPLIANCE FORM LISTS RTU'S 1-5 AT 338,000 BTUH   COOLING EACH AT 11.30 EER EACH,   -THE AC SCHEDULE INDICATES 322,130 BTUH COOLING AT 12.8   EER.   B) FORM LISTS THE FITNESS CENTER SPLIT SYSTEM AT   150,000 BTUH COOLING AT 12 EER,   - THE SCHEDULE INDICATES 120,000 BTUH COOLING AT 11.2   EER   C) FORM LISTS THE OFFICE 136 AND 137 SPLIT SYSTEMS AT   42,000 BTUH COOLING AT 14 SEER,   - THE SCHEDULE INDICATES TOTAL COOLING CAPACITY FOR   EACH AT 30,000 BTUH AT 14 SEER.   D) FORM LISTS THE THEATER SPLIT SYSTEM AT 23,000 BTUH   COOLING AT 16 SEER,   - THE SCHEDULE INDICATES 24,000 BTUH COOLING AT 16.5   SEER.   E) TWO LEASING CENTER SPLIT SYSTEMS ARE INDICATED ON   THE SCHEDULE WITH CAPACITIES AND EFFICIENCY RATINGS   THAT DON'T MATCH THE SINGLE LEASING CENTER SYSTEM   LISTED ON THE COMPLIANCE FORM.   F) FORM LISTS AHU-5 AT 46,000/14 SEER, THE SCHEDULE   LISTS 30,000/14.   G) FORM LISTS RES LOBBY-N & S AT 12,000/14 SEER,   SCHEDULE LISTS 9,000/14.5 SEER.   H) FORM LISTS THE CLUBHOUSE FITNESS AT 90,000/12 EER,   THE SCHEDULE ON SHEET M-5.3 LISTS THRE FITNESS ROOM AT   2.5TON/15 SEER.   I) FORM LISTS ST1 & ST2 SYSTEMS AT 12,000/14 SEER, THE   SCHEDULE LISTS RESIDENTIAL AC-1.2 AT 15,000/14 SEER.   J) THERE IS NO COMPLIANCE DATA LISTED ON THE ENERGY   FORM FOR RTU'S A & B SHOWN IN THE SCHEDULE ON M-5.3,   AND FOR THE DUCTLESS SYSTEMS AC-1- AC-13 SHOWN ON SHEET   M-5.1.       2) THE AC IDENTIFICATION LABELS FOR THE RESIDENTIAL   UNITS USED IN THE ENERGY AND AC COOLING AND HEATING   LOAD SUMMARIES SUBMITTALS DO NOT DIRECTLY CORRELATE   WITH THE LABELING SHOWN IN THE SCHEDULE ON SHEET M-5.1.   THE LOAD SUMMARIES ARE ALSO INDICATING EACH SYSTEM AS A   SINGLE ZONE HOWEVER EACH OF THESE SYSTEMS ARE SHOWN ON   THE PLANS TO BE LOCATED IN MULTIPLE DIRECTIONAL   ORIENTATIONS- PLEASE REFER TO SECTIONS C407.4.2-   C407.5.2.3 FBC-14 ENERGY CONSERVATION-   MULTIFAMILY RESIDENTIAL BUILDINGS.   RESIDENTIAL SPACES SHALL BE MODELED USING ONE THERMAL   BLOCK PER SPACE EXCEPT THAT THOSE FACING THE SAME   ORIENTATIONS ARE PERMITTED TO BE COMBINED INTO ONE   THERMAL BLOCK. CORNER UNITS AND UNITS WITH ROOF OR   FLOOR LOADS SHALL ONLY BE COMBINED WITH UNITS SHARING   THESE FEATURES.   AS STATED IN THE ABOVE CODE SECTIONS CALCULATIONS SHALL   BE DONE USING THERMAL BLOCKS AND ZONES. REVISE THE   CALCULATIONS ACCORDINGLY AND PROVIDE A THERMAL ZONE   DIAGRAM AND SCHEDULE TO ACCOMPANY THE CALCULATIONS. THE   SCHEDULE SHALL CLEARLY INDICATE WHICH SYSTEMS ARE IN   WHICH BLOCK OR ZONE, AND THE DIRECTIONAL ORIENTATIONS.   A) PLEASE NOTE THAT AC CALCULATIONS HAVE NOT BEEN   SUBMITTED FOR THE DUCTLESS SYSTEMS.   B) THE CALCULATIONS FOR THE FITNESS ROOM INDICATE 127.9   MBH OR 10.7 TONS, HOWEVER THE SCHEDULE IS INDICATING   2.5 TONS FOR FITNESS ROOM RTU-A ON SHEET M-5.3.   C) THE SUBMITTED AC SYSTEM SIZING SUMMARY SHEETS MUST   BE SIGNED AND SEALED BY A LICENSED DESIGN PROFESSIONAL   PER SECTION C403.2.1 FBC-14 ENERGY CONSERVATION.       3) SHEET M-5.3, OUTSIDE AIR CALCULATIONS: PROVIDE   CALCULATIONS FOR THE RESIDENTIAL UNITS, THE CORRIDORS,   THE BRIDGE AREA, THE WORK ROOMS, AND THE DOG PARLOR PER   TABLE 403.3 FBC-14 MECHANICAL.   4) PROVIDE EXHAUST VENTILATION CALCULATIONS FOR THE   TRASH ROOMS, RESIDENTIAL BATHROOMS, POOL BATHROOMS,   POOL EQUIPMENT ROOMS, MAINTENANCE ROOMS, ELECTRICAL   ROOMS, STORAGE ROOMS, PUMP ROOMS, DOG PARLOR, OFFICE   136 & 137 & OFFICE AREA TOILET ROOMS, SERVICE COURT,   AND THE FITNESS CLUB ROOM.   5) PROVIDE AIR BALANCE CALCULATIONS.   6) PROVIDE EXHAUST VENTILATION CALCULATIONS FOR EACH   LEVEL OF THE GARAGE- REFER TO SECTION 404.2 FBC-14   MECHANICAL. PLEASE NOTE THAT THE GROUND AND SECOND   LEVEL PLANS M-2.1A AND M-2.1A APPEAR TO INDICATE A   SUPPLY AIR FAN "GE-1A" HOWEVER I AM NOT SEEING ANY DATA   FOR THE FANS IN THE SCHEDULES, NOR ARE THESE FANS SHOWN   ON THE 3RD- 8TH LEVELS.   7) GARAGE- ALL LEVELS: INDICATE HOW ALL THE FANS, AC   CONDENSERS, AND OTHER MECHANICAL EQUIPMENT AND   COMPONENTS WILL BE PROTECTED FROM VEHICLE DAMAGE-   SECTION 303.4 FBC-14 MECHANICAL   8) SHEETS M-2.1A- M-2.6B: VENTILATION NOT SHOWN FOR THE   ELECTRICAL ROOMS, THE TELECOM ROOMS, AND THE STORAGE   ROOMS ON ANY OF THE MECHANICAL FLOOR PLANS FROM THE   GROUND LEVEL TO LEVEL 8. HOW WILL THESE ROOMS BE   VENTILATED.   8) SHEET M-2.1A: IT APPEARS THAT THE AMS IS MISSING FOR   THE GARAGE EXHAUST FAN AT THE NORTH END OF THE GARAGE.   9) SHEET M-2.1A: LABEL THE AC UNIT IN THE TRASH ROOM   AND PROVIDE AN EXHAUST VENTILATION SYSTEM- TABLE 6-4   ASHRAE 62.1-2010.   10) M-2.1A: PROVIDE AN EXHAUST VENTILATION SYSTEM FOR   THE ZOOM LOCKERS ROOM- TABLE 6-4 ASHRAE 62.1-2010.   11) M-2.1A: INDICATE THE HEIGHT FROM THE GARAGE FLOOR   TO THE BOTTOM OF THE RF-1 FAN ON ALL GARAGE FLOOR   LEVELS- SECTION 304.6 FBC-14 MECHANICAL.   12) M-2.1C: THE NOTE IN THE SERVICE COURT REFERENCES   SHEET M2.2 WHICH IS NOT INCLUDED WITH THE PLAN SETS.   14) M-2.2A: IT APPEARS THAT THE AMS IS MISSING FOR THE   EXHAUST FAN AT THE NORTH END OF THE GARAGE.   15) M-2.2C: REFER TO SECTION 501.3.1 FBC-14 MECHANICAL   AND PROVIDE CLEARANCES FOR THE EXHAUST TERMINATIONS ON   THE NORTH SIDE. PLEASE NOTE THAT A FLORIDA PRODUCT   APPROVAL OR MIAMI-DADE NOA FOR THE EXHAUST LOUVER MUST   BE SUBMITTED WITH A REVIEW AND APPROVAL SIGNATURE BY   THE DESIGN PROFESSIONAL OF RECORD. A) INDICATE THE   REQUIRED CLEARANCES FOR THE GARAGE AIR INTAKE ON THE   NORTH SIDE AS REQUIRED BY SECTION 401.4. B) AS   PREVIOUSLY NOTED, THE "GE-1A" TAG BY THE GARAGE INTAKE   GRILL APPEARS TO BE INDICATING A FAN, HOWEVER I AM NOT   SEEING THE FAN IN ANY OF THE HVAC SCHEDULES: PLEASE   CLARIFY.   16) M-2.2C: THERE IS A NOTE BY THE NORTH TELECOM ROOM   REFERENCING SHEET M3.1 WHICH IS NOT INCLUDED WITH THE   PLAN SETS.   17) M-2.4B: INDICATE HOW THE BRIDGE WILL BE VENTILATED   18) REFER TO SECTION C403.2.9 FBC ENERGY CONSERVATION   AND VERIFY COMPLIANCE FOR ALL EXHAUST AND SUPPLY FANS   TO BE USED ON THE PROJECT.       19) M-2.6A: IT APPEARS THAT THE AMS EQUIPMENT IS   MISSING FOR THE GARAGE EXHAUST FANS AT THE NORTH AND   SOUTH ENDS.   20) M-2.7A & 7B: SITE SPECIFIC WIND LOAD ENGINEERING IS   REQUIRED FOR ANCHORING AND TIE-DOWN OF ALL ROOF TOP   MECHANICAL EQUIPMENT AND COMPONENTS INCLUDING THE ROOF   AND EXTERIOR WALL-MOUNTED FANS, THE RTU'S, THE CU'S,   THE RTU CURBS AND CU STANDS, THE DUCTWORK AND DUCT   STANDS AND BRACKETS, ETC. . PLEASE NOTE THAT FLORIDA   PRODUCT APPROVALS AND/OR MIAMI-DADE NOA'S ARE REQUIRED   FOR THE CURBS AND STANDS WITH REVIEW AND APPROVAL   SIGNATURES FROM THE DESIGN PROFESSIONAL OF RECORD-   SECTION 301.15 MECHANICAL.   21) M-2.7A & 7B: PLEASE INDICATE THE LOCATION OF CU-8   ON THE ROOF PLAN.   22) M-2.7A & 7B: REFER TO SECTION 3004 FBC-14   MECHANICAL AND PROVIDE DETAILS FOR THE REQUIRED   ELEVATOR HOISTWAY VENTING. SEE SECTION 3004.3 FOR   SIZING.   23) M-3.1A: EXHAUST SYSTEMS ARE REQUIRED FOR THE DOG   PARLOR AND THE ZOOM LOCKERS ROOM- TABLE 403.3 FBC-14   MECHANICAL.   24) M-3.1A: PROVIDE DIMENSIONED ELEVATION VIEWS OF THE   O/A INTAKES FOR AC- 4, 4A, AND 5 TO VERIFY THE   LOCATIONS MEET THE REQUIRED CLEARANCES AS OUTLINED IN   SECTION 401.4 FBC-14 MECHANICAL.   25) M-3.1A: SHUT OFF DAMPER CONTROLS FOR THE O/A   INTAKES ARE REQUIRED IN ACCORDANCE WITH SECTION   C403.2.4.4 FBC-14 ENERGY CONSERVATION- INDICATE   COMPLIANCE ON THE PLAN.   26) M-3.1A: PLEASE CLARIFY HOW O/A IS BEING SUPPLIED TO   AHU-9 SERVICING THE RESIDENTIAL LOBBY-N.   27) M-3.1B: PROVIDE DIMENSIONED ELEVATION VIEWS OF THE   O/A INTAKES FOR AC- 6, 7, & 8 TO VERIFY THE LOCATIONS   MEET THE REQUIRED CLEARANCES AS OUTLINED IN SECTION   401.4 FBC-14 MECHANICAL.   28) M-3.1B: SHUT OFF DAMPER CONTROLS FOR THE O/A   INTAKES ARE REQUIRED IN ACCORDANCE WITH SECTION   C403.2.4.4 FBC-14 ENERGY CONSERVATION- INDICATE   COMPLIANCE ON THE PLAN.   29) M-3.1B: PROVIDE A CLEAR AIR DISTRIBUTION PLAN WITH   NOTES AND DETAILS FOR AHU-8.   30) M-3.1B: REFER TO SECTION 501.3.1 FBC-14 MECHANICAL   AND INDICATE ALL REQUIRED CLEARANCE DISTANCE   MEASUREMENTS FOR THE TOILET AND POOL BATHROOM EXHAUST   FAN OUTLETS. CLARIFY IF CONDITIONED SUPPLY AIR OR   MAKE-UP AIR WILL BE PROVIDED TO THE POOL BATHROOMS.   31) M-3.1C: THE CITY OF WPB DEVELOPMENT SERVICES   DIVISION REQUIRES A SEPARATE PERMIT AND PLANS FOR   COMMERCIAL KITCHEN HOOD AND EXHAUST SYSTEMS. PLEASE   INDICATE THAT THE NOTES AND DETAILS ON THE PLANS ARE   FOR REFERENCE ONLY. A) PROVIDE NOTES AND DETAILS ON THE   PLAN INDICATING THAT THE KITCHEN HOOD SUPPLY AIR INTAKE   AND EXHAUST FAN DISCHARGE ARE IN COMPLIANCE WITH   SECTIONS 401.4 AND 506.3.13.3 FBC-14 MECHANICAL.   32) M-3.1C: VERIFY REQUIRED CLEARANCES FOR THE AHU-2   O/A INTAKE AT THE SOUTH WALL OF THE THEATER.   33) M-3.1C: PROVIDE WIND LOAD TIE-DOWN ENGINEERING FOR   CU-2 & 3, & RTU- A & B- SECTION 301.15 FBC-14   MECHANICAL.   34) M-3.1C: THE 450 O/A CFM'S FOR RTU-B LISTED IN THE   AIR BALANCE SCHEDULE DOES NOT MATCH WITH THE 325 CFM'S   FOR THE CLUB LOUNGE LISTED IN THE O/A CALCULATIONS ON   SHEET M-5.3.   35) M-3.1C: DEMAND CONTROLLED VENTILATION IS REQUIRED   FOR THE FITNESS ROOM IN ACCORDANCE WITH SECTION   C403.2.5.1 FBC-14 ENERGY CONSERVATION. INDICATE HOW   COMPLIANCE WITH THIS SECTION WILL BE MET (I.E.) THE USE   OF CO2 DETECTORS.   36) M-3.1C: PROVIDE ENLARGED TYPICAL DRAWINGS OF THE   AHU'S IN THE CLOSETS INDICATING REQUIRED CLEARANCES,   CONDENSATE DISPOSAL DETAILS, CLOSET CONSTRUCTION AND   LOUVERED DOOR MATERIALS- REFER TO SECTION 602.1 FBC-14   MECHANICAL AND C403.2.7.2 FBC-14 ENERGY CONSERVATION.       37) RESIDENTIAL PLANS M-4.1, M-4.1, & M-4.3:   A) PROVIDE AHRI CERTIFICATES FOR THE AC SYSTEMS.   B) REFER TO COMMENT #2 OF THIS REVIEW FOR AC LOAD   CALCULATION REQUIREMENTS.   C) PLACE A NOTE THAT THE BEDROOM DOORS WILL EACH HAVE A   1" UNDERCUT PER SECTION 601.5 FBC-14 MECHANICAL.   D) REFER TO COMMENT #3 FOR O/A CALCULATIONS REQUIRED   FOR THE RESIDENTIAL UNITS AND SHOW COMPLIANCE.   E) PROVIDE SHUTOFF DAMPER CONTROLS FOR THE O/A INTAKES.   F) PROVIDE CLEARANCE DISTANCE MEASUREMENTS OR NOTES ON   THE PLAN INDICATING COMPLIANCE WITH SECTIONS 401.4   FBC-14 MECHANICAL.   G) INDICATE COMPLIANCE WITH SECTION 401.5 FOR THE O/A   OPENING PROTECTION.   H) PROVIDE A PRODUCT APPROVAL OR NOA FOR THE O/A   LOUVER.   I) KITCHEN VENTILATION: SHOW COMPLIANCE WITH TABLE   403.3 FOR REQUIRED EXHAUST RATE IN THE KITCHENS. IF   RANGE HOODS ARE TO BE USED, PROVIDE AN EQUIPMENT   SCHEDULE ON THE PLAN AND SUBMIT SPECIFICATIONS REVIEWED   AND APPROVED BY THE DESIGN PROFESSIONAL OF RECORD.   J) INDICATE THE TOTAL RUN LENGTHS OF THE DRYER EXHAUST   RUNS AND SUBMIT MANUFACTURER?S SPECIFICATIONS FOR THE   DRYERS REVIEWED AND APPROVED BY THE DESIGN PROFESSIONAL   OF RECORD.       39) M-7.1: DETAIL 10- INDICATE THAT THE LOUVERED CLOSET   DOORS WILL BE NON-COMBUSTIBLE FOR ALL AC CLOSETS   INCLUDING THE RESIDENTIAL UNITS.   40) M-7.2: PROVIDE FIRESTOPPING DETAILS FOR DUCTS   PENETRATING FIRE-RATED WALLS AND SHAFTS.   41) M-7.2, DETAIL 5: THE NOA #07-0509.09 SPECIFIED IS   OUTDATED AND HAS BEEN SUPERSEDED. PLEASE PROVIDE A   CURRENT NOA #.   42) M-7.2, DETAIL 5: THE ASCE 7-05 REFERENCED IN THE   DETAIL IS OUTDATED. ASCE 7-10 IS THE CURRENT STANDARD   IN EFFECT.   43) PROVIDE REFRIGERANT PIPING RISER DRAWINGS FOR THE   AMENITY AC SYSTEMS 4-9, AND MANUFACTURER?S LINE LENGTH   SPECIFICATIONS AND LIMITATIONS. B) PROVIDE THE TYPE AND   SIZE OF REFRIGERANT PIPE INSULATION AND INDICATE HOW   THE INSULATION SHALL BE PROTECTED FROM UV AND   WEATHERING DEGRADATION.   44) REFER TO SECTION C403.2.10 FBC-14 ENERGY   CONSERVATION AND PROVIDE EVIDENCE OF COMPLIANCE-   C403.2.10.1 ALLOWABLE FAN MOTOR HORSEPOWER.   EACH HVAC SYSTEM AT FAN SYSTEM DESIGN CONDITIONS SHALL   NOT EXCEED THE ALLOWABLE FAN SYSTEM MOTOR NAMEPLATE HP   (OPTION 1) OR FAN SYSTEM BHP (OPTION 2) AS SHOWN IN   TABLE C403.2.10.1(1). THIS INCLUDES SUPPLY FANS,   RETURN/RELIEF FANS, AND FAN-POWERED TERMINAL UNITS   ASSOCIATED WITH SYSTEMS PROVIDING HEATING OR COOLING   CAPABILITY. SINGLE ZONE VARIABLE-AIR-VOLUME SYSTEMS   SHALL COMPLY WITH THE CONSTANT VOLUME FAN POWER   LIMITATION.   EXCEPTION: THE FOLLOWING FAN SYSTEMS ARE EXEMPT FROM   ALLOWABLE FAN FLOOR HORSEPOWER REQUIREMENT.   1. HOSPITAL, VIVARIUM AND LABORATORY SYSTEMS THAT   UTILIZE FLOW CONTROL DEVICES ON EXHAUST AND/OR RETURN   TO MAINTAIN SPACE PRESSURE RELATIONSHIPS NECESSARY FOR   OCCUPANT HEALTH AND SAFETY OR ENVIRONMENTAL CONTROL   SHALL BE PERMITTED TO USE VARIABLE VOLUME FAN POWER   LIMITATION.   2. INDIVIDUAL EXHAUST FANS WITH MOTOR NAMEPLATE   HORSEPOWER OF 1 HP OR LESS.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]     Review Stop P PLUMBING Rev No 4 Status P Date 2016-10-21 Cont ID   Sent By gjohnson Date 2016-10-21 Time 12:59 Rev Time 0.00 Received By gjohnson Date 2016-10-21 Time 12:59 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 3 Status F Date 2016-09-12 Cont ID   Sent By gjohnson Date 2016-09-12 Time 13:06 Rev Time 0.00 Received By gjohnson Date 2016-09-12 Time 13:06 Sent To   Notes 2016-09-12 14:05:14 3RDT REVIEW               GEORGE JOHNSON   PLUMBING PLANS EXAMINER LL   CITY OF WEST PALM BEACH   DEVELOPMENT SERVICES   BUILDING DIVISION   561-805-6711   [email protected]           PLUMBING COMMENTS:       1. SHT. A-10.6 PLEASE SHOW COMPLIANCE WITH FBC ACC.   604.7 DISPENSERS.   TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND   SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230   MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO   THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE   DISPENSER SHALL BE 15 INCHES (380 MM) MINIMUM AND 48   INCHES (1220 MM) MAXIMUM ABOVE THE FINISH FLOOR AND   SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL   NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES   NOT ALLOW CONTINUOUS PAPER FLOW.       2. THE KITCHEN SINK IN CH 103 SHALL DRAIN THRU GREASE   INTERCEPTOR. PER FBC PL 1003.1       3. SHT.P2.1B ON THE OUTLET SIDE OF GREASE INTERCEPTOR A   ONE DIRECTIONAL CLEAN IS SHOWN PLEASE SHOW A TWO WAY   CLEAN OUT. ALSO DOWN STEAM OF THE CLEANOUT WE REQUIRE A   TEST PORT MIN SIZE IS 6IN. PER WPB UTIL. DEPT.     Review Stop P PLUMBING Rev No 2 Status F Date 2016-06-15 Cont ID   Sent By gjohnson Date 2016-06-16 Time 08:23 Rev Time 0.00 Received By gjohnson Date 2016-06-06 Time 16:42 Sent To   Notes 2016-06-15 16:09:58     2ND REVIEW: FBC 2014       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]       FAIR HOUSING AND ACCESSIBILITY COMMENTS:       PREVIOUS COMMENTS   #3. DID NOT COMPLY PLEASE SHOW THE MIN AND MAX   DIMINSIONS OF THE REINFORCEMENT FOR THE GRAB BARS   MEASURED FROM FINISHED FLOOR TO THE BOTTOM AND TOP OF   REINFORCEMENT. PER FHA DESIGN MANUAL REQUIREMENT 6       #8 DID NOT COMPLY PLEASE SHOW DEMINSIONS OF VANITY FROM   FRONT TO BACK NOT SIDE TO SIDE. PER FHA DESIGN MANUAL   REQUIREMENT 5       #10 DID NOT COMPLY PLEASE SHOW DEMINSION OF THE WING   WALL ON RIGHT SIDE OF TOILET FROM BACK OF TOILET TO THE   END OF THE WALL. PER FHA DESIGN MANUAL REQUIREMENT 7   PART B       NEW COMMENTS:   1. SHT. A-5.1.5 SHOW THE CLEAR FLOOR SPACE FOR ALL   ACCESSIBLE FIXTURES IN EACH BATHROOM AND BREAKROOM SINK   IN LEASING OFFICE. PER FBC ACC. SEC. 305       2. SHT. A-5.1.5 DETAIL A THE URINAL IS SHOWN AS   STANDARD PER ACCESSIBILITY LEGEND IT NEEDS TO BE SHOWN   AS ACCESSIBLE. PER FBC ACC. SEC 605       3. THE BREAKROOM SINK IN LEASING OFFICE SHALL COMPLY   WITH FBC ACC. SEC. 606.3 HEIGHT.   LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT   OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES   (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.       PLUMBING COMMENTS:       PREVIOUS COMMENTS:       #11 DID NOT COMPLY SHT. P-6.2 DETAIL #2 STILL SHOWS   SUCTION AS 5IN EVERYTHING ELSE IS SHOWN AS 6IN. PLEASE   CLARIFY. PER WPB AMEND. TO FBC SEC.107.2.1       # 18 DID NOT COMPLY PROVIDE DETAIL WITH THE DEMISIONS   AND THE SQUARE FOOTAGE THAT IT IS SERVING FOR OVERFLOW   SCUPPERS. PER WPB AMEND. TO FBC SEC.107.2.1       #20 DID NOT COMPLY PLEASE PROVIDE DEMINSIONS OF STORM   SUMP PIT. PER WPB AMEND. TO FBC SEC.107.2.1       NEW COMMENTS:       1. CUB HOUSE KITCHEN SINK AND MOP SINK ALONG WITH 3   COMPARTMENT SINK SHALL DRAIN THROUGH GREASE   INTERCEPTOR. PER FBC PL SEC. 1003.1 WHERE REQUIRED.   INTERCEPTORS AND SEPARATORS SHALL BE PROVIDED TO   PREVENT THE DISCHARGE OF OIL, GREASE, SAND AND OTHER   SUBSTANCES HARMFUL OR HAZARDOUS TO THE PUBLIC SEWER,   THE PRIVATE SEWAGE SYSTEM OR THE SEWAGE TREATMENT PLANT   OR PROCESSES.       2. SHT. P-2.1B MATCHLINE P-2.1B APPEARS TO BE INCORRECT   IT SHOULD BE P-2.1A PLEASE CLARIFY. PER WPB AMEND. TO   FBC SEC.107.2.1           DO TO PLANS BEING INCOMPLETE OR UNCLEAR, A   COMPREHENSIVE PLAN REVIEW CANNOT BE DONE AT THIS TIME,   THERE MAYBE ADDITIONAL COMMENTS ON RESUBMITTAL OF   PLANS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND LEAVE THE   PREVIOUSLY REVIEWED SHEETS.                                                                 Review Stop P PLUMBING Rev No 1 Status F Date 2016-03-11 Cont ID   Sent By gjohnson Date 2016-03-11 Time 09:22 Rev Time 0.00 Received By gjohnson Date 2016-02-27 Time 07:21 Sent To   Notes 2016-03-10 14:28:40 1ST REVIEW: FBC 2014       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]       PLUMBING COMMENTS:       (FHA)       1. SHT. A-10.4 UNIT C2 WHAT SPECIFICATION IS THE MASTER   BATH.   UNDER FAIR HOUSING ACT DESIGN MANUAL REQUIREMENT7 PART   B   2. A CLEAR FLOOR SPACE WITH A PARALLEL APPROACH IS   REQUIRED FOR ALL SHOWERS.   UNDER FAIR HOUSING ACT DESIGN MANUAL REQUIREMENT7 PART   B   3. SHOW HEIGHT OF REINFORCEMENT FOR GRAB BARS AND   SHOWER SEATS.   UNDER FAIR HOUSING ACT DESIGN MANUAL REQUIREMENT 6   4. SHT. A-10.4 UNIT C1 ALL SHOWERS SHALL HAVE PARALLEL   APPROACH CLEAR FLOOR SPACE SHOWERS IN TYPE A BATHROOM   CANNOT COMPLY.   UNDER FAIR HOUSING ACT DESIGN MANUAL REQUIREMENT7 PART   B   5. SHT. A-10.4 UNIT C3 A MEANS OF PROVIDING KNEE SPACE   FOR LAVATORY'S WITH FRONT APPROACH CLEAR FLOOR SHALL BE   SHOWN ON PLANS.   UNDER FAIR HOUSING ACT DESIGN MANUAL REQUIREMENT7 PART   B   6. SHT. A-10.1 UNITS S1-S2-A4 SHOW CLEAR FLOOR SPACE   FOR TUBS.   UNDER FAIR HOUSING ACT DESIGN MANUAL REQUIREMENT7 PART   B   7. SHT. A10.1 UNIT A1-3 MIN. DIMENSION OF SHOWER DOOR   SHOULD BE 32IN. WIDE.   UNDER FAIR HOUSING ACT DESIGN MANUAL REQUIREMENT7 PART   B   8. PLEASE INDICATE DEPTH OF LAVATORY VANITY MAX. OF   24IN. .   UNDER FAIR HOUSING ACT DESIGN MANUAL REQUIREMENT5   9. SHT.A01.4 UNIT C1 CLEAR FLOOR SPACE FOR TUB SHALL BE   FLUSH WITH CONTROL WALL OF TUB.   UNDER FAIR HOUSING ACT DESIGN MANUAL REQUIREMENT7 PART   B   10. SHT. A-10.4 UNIT C3 WING WALL NEXT TO TOILET SHALL   BE MAX OF 24IN.   UNDER FAIR HOUSING ACT DESIGN MANUAL REQUIREMENT7 PART   B   11. PLEASE SHOW IN ALL KITCHENS A 3'-4" CLEARANCE   BETWEEN APPOSING CABINETS AND APPLIANCES.   UNDER FAIR HOUSING ACT DESIGN MANUAL REQUIREMENT7 PART   A       (PLUMBING)       1. SHT.P-2.1A STACK B1 SHALL CONNECT TO BUILDING DRAIN   DOWN STREAN OF THE POOL BATHROOM GROUP MENS BATH.   PER FBC PL SEC. 912.1   2. PLEASE PROVIDE MANUFACTURE SPEC SHEETS AND SIZING   CALCULATIONS FOR GREASE INTERCEPTOR IN KITCHEN OF   CLUBHOUSE.   WPB AMEND. TO FBC SEC. 107.2.1.3   3. THERE IS NO FLOOR DRAIN IN TRASH SHUTE ROOMWHERE   WILL WATER DRAIN WHEN FLOOR IS DRAINED.   WPB AMEND. TO FBC SEC. 107.2.1   4. SHT. P-5.5 MOP SINK IN MAINTANCE ROOM IS NOT SHOWN   ON RISER DIAGRAM PLEASE CLARIFY.   WPB AMEND. TO FBC SEC. 107.2.1   5. SHT. P5.3 STACK C-C1-C2 SHOWS THE WC, SH. AND LAV   BRANCH FITTINGS ARE STACKED ON TOP OF EACH OTHER, IS   THIS THE WAY IT WILL BE PIPED UNDER THE SLAB, IT WILL   BE DEFACUIT TO DO IT THAT WAYPLEASE CLARIFY.   MAY BE UNDERSIZED.   PER FBC PL TABLE E201.1   6. P-5.7 PROVIDE SANITARY AND WATER RISER DIAGRAM   BATHROOMS IN OFFICES AND LEASING CENTER.   WPB AMEND. TO FBC SEC. 107.3.5.1.3   7. SHT. C-09 THE TOTAL DFU'S OF THE BUILDING SEWER   EXCEEDS THE MAXIMUM ALLOWED ON THE EXISTING 8" CITY   SEWER LATERAL .   PER FBC PL TABLE 710.1(1) CONTACT MANUAL GONZALEZ AT   561-494-1040 EX.1085   8. SHT. P-5.1 UNIT C1- C2 THE 1/2" COLD WATER LINE   SUPPLING THE MASTER BATH AND WASHING MACHINE MAY BE   UNDERSIZED.   PER FBC PL TABLE E201.1   9. SHT. P-5.1 UNIT A1-4 THE 1/2" COLD WATERLINE   SUPPLYING BOTH BATHROOMS MAY BE UNDERSIZED.   PER FBC PL TABLE E201.1   10. SHT. P-5.2 RISER #3 MAY BE UNDERSIZED.   PER FBC PL TABLE E201.1   11. SHT. P-6.2 DETAIL #2 SHOWS 5" SUCTION AND DISCHARGE   DETAIL #3 AND SHT.P-5.7 SHOWS 6" PLEASE CLARIFY.   WPB AMEND. TO FBC SEC. 107.2.1   12. PLEASE PROVIDE MANUFACTURE SPECS FOR DOMESTIC   PUMP,WATER HEATERS, SUMP PUMPS, OIL SPILL ALARM.   WPB AMEND. TO FBC SEC. 107.2.1   13. SHOW DRAINS FOR ELEVATOR SUMP PITS ON SANITARY   COLLECTION DIAGRAM.   WPB AMEND. TO FBC SEC. 107.2.1   14. SHT. P-2.7A+B THE MATCH LINES REFER TO P-2.6 A+B IS   THIS CORRECT P-2.7 ARE ROOF PLANS AND P-2.6 ARE EIGHT   FLOOR PLANS PLEASE CLARIFY.   WPB AMEND. TO FBC SEC. 107.2.1   15. SHT. P-2.7 B RD ON TOP OF STAIRWELL #1 IS NOT SHOWN   ON RISER DIAGRAM PLEASE CLARIFY.   WPB AMEND. TO FBC SEC. 107.2.1   16. SHT. P-2.7A WHERE IS THE RAIN WATER FROM ELEVATOR   SHAFT ROOF DRAIN TO.   WPB AMEND. TO FBC SEC. 107.2.1   17. SHOW OVERFLOW SCUPPERS ON ROOF PLAN WITH DETAILS.   WPB AMEND. TO FBC SEC. 107.2.1   18. PLEASE CLARIFY HOW ARE YOU DRAINING ROOF OF   CLUBHOUSE SHT. P-5.8 SHOWS STORM DRAIN FOR CLUB HOUSE   BUT NO RISER DIAGRAM.   WPB AMEND. TO FBC SEC. 107.2.1   19. PROVIDE DETAIL FOR STORM SUMP PIT NEXT TO BICYCLE   RACK.   WPB AMEND. TO FBC SEC. 107.2.1   20. SHT. A-5.1.5 SHOWS TOILET CLEARANCE OFF SIDE WALLAT   18 MIN. IT SHOULD SHOW 16" MIN 18" MAX TO COMPLY WITH   FBC ACC. SEC. 604.2 ALL PUBLIC ACC. TOILETS SHALL   COMPLY.   21. FLUSHING RING REQUIRED ON TRASH AND RECYCLING   SHUTE. PROVIDE DETAIL AND SHOW ON WATER RISER DIAGRAM.   WPB AMEND. TO FBC SEC. 107.2.1       (IRRIGATION)       1. SHT. LR-1 NOTER ON WATER SUPPLY FOR FOUNTAIN TO PUMP   VAULT CONNECT BETWEEN PVB AND MASTER VALVE IS THAT   CONNECTION BEING MADE ON THE DOWN STREAM SIDE OF PVB.   WPB AMEND. TO FBC SEC. 107.2.1   2. SHOW LOCATION OF RAIN SENSOR.   WPB AMEND. TO FBC SEC. 107.2.1   3. SHT. LR-1A CLUBHOUSE DECK IRRIGATION SHALL HAVE   BACKFLOW PROTECTION IF CONNECTED TO POTABLE WATER   SYSTEM AND BE SHOWN ON RISER DIAGRAM.   WPB AMEND. TO FBC SEC. 107.2.1                                                                                                                 Review Stop R ROOF PLAN REVIEW Rev No 3 Status N Date 2016-09-09 Cont ID   Sent By shill Date 2016-09-09 Time 15:37 Rev Time 0.00 Received By shill Date 2016-09-09 Time 15:37 Sent To   Notes 2016-09-09 15:38:53 PRODUCT APPROVALS REVIEWED BY DESIGNER OF RECORD WILL   BE REQUIRED TO BE SUBMITTED WITH A ROOF PERMIT   APPLICATION PRIOR TO INSTALLATION.       ROOF CONTRATOR IS TO INDICATE ASSEMBLY PROPOSED AND TO   INCLUDE ENHANCED FASTENING ENGINEERING IF APPLICABLE.         Review Stop R ROOF PLAN REVIEW Rev No 2 Status N Date 2016-06-29 Cont ID   Sent By shill Date 2016-06-29 Time 13:57 Rev Time 0.00 Received By shill Date 2016-06-29 Time 13:57 Sent To   Notes ***NONE*** Review Stop R ROOF PLAN REVIEW Rev No 1 Status F Date 2016-03-11 Cont ID   Sent By shill Date 2016-03-11 Time 14:02 Rev Time 0.00 Received By shill Date 2016-03-11 Time 14:02 Sent To   Notes 2016-03-11 14:14:51 ****CORRECTIONS****       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       ROOF NOAS FOR JM TPO SUBMMITTED; 14-0618.03, 13-0529.02       1. ROOF PRODUCT APPROVALS WERE SUBMITTED BUT THE   ASSEMBLY PROPOSED WAS NOT SELECTED AND ENGINEERING FOR   ENHANCED FASTENING (WOOD DECK) WAS NOT PROVIDED. IF   THIS INFORMATION IS NOT PROVIDED PRIOR TO PERMIT   ISSUANCE, THE INFORMATION WILL BE REQUIRED AT TIME OF   ROOF SUB PERMIT SUBMITTAL. AN "N" WILL BE ENTERED FOR   THE ROOF PLAN REVIEW.       ROOF ASSEMBLIES SELECTED TO COMPLY WITH THE (VULT)   PRESSURES SPECIFIED ON SHEET S6-1.       2. SHEET S6-1, CLARIFY PURPOSE OF "ROOF MEMBRANE DESIGN   PRESSSURE" VS. "GROSS UPLIFT DESIGN PRESSURES." THE   DESIGN PRESSURES TO BE UTILIZED FOR THE TPO ROOF IS NOT   CLEAR.       3. SHEET S6-1, ROOF PRESSURES SPECIFIED USE ZONE 2   PRESSURES FOR ZONE 3. IT APPEARS THAT THE STAIR ROOF,   ELEVATOR ROOF DO NOT INCLUDE A 3FT PARAPET, FBC 1609,   ASCE7 10 30.6-1 NOTE 7.             Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 3 Status P Date 2016-10-27 Cont ID   Sent By shill Date 2016-10-27 Time 17:22 Rev Time 0.00 Received By shill Date 2016-10-27 Time 17:22 Sent To   Notes 2016-10-28 09:32:47 10/28/16   PLUMBING PROVISO:       PLUMBING PAGES P2.1C ,P2.2C, P2.3C, P2.5B, P2.6B, P4.1,   P4.2, P4.3, P5.1, P5.2, P5.3, P5.4, P5.5, P5.7, P5.8,   P5.9, P6.1, P6.3, P6.4. HAVE A WET STAMP BY ONE   ENGINEER AND A DIGITAL STAMP BY A DIFFERENT ENGINEER.   PLEASE RESUBMIT THESE PAGES WITH A SINGLE ENGINEER.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER LL   CITY OF WEST PALM BEACH   DEVELOPMENT SERVICES   BUILDING DIVISION   561-805-6711   [email protected]     2016-10-27 17:23:10 PROVISO       PLUMBING PAGES SIGNATURE DOCUMENT REQUIRED         Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 2 Status F Date 2016-10-27 Cont ID   Sent By shill Date 2016-10-27 Time 16:08 Rev Time 0.00 Received By shill Date 2016-10-27 Time 16:08 Sent To   Notes 2016-10-27 17:22:28 SOME PLUMBING SHEETS WERE PREPARED BY ONE ENGINEER AND   DIGITALLY SIGNED AND SEALED BY A DIFFERENT ENGINEER.         2016-10-27 15:15:52 DIGITAL SIGNATURES FOR MECHANICAL PLANS AND   CALCULATIONS VERIFIED/CC   10/27/2016 2016-10-21 14:38:48 10/21/16 3RD BUILDING REVIEW, SIGNATURE / SEAL   VERIFICATION       THE FOLLOWING HAVE BEEN REVIEWED AND APPROVED:       9/9/16, 6/7/16 VERIFIED A & S SHEET DIGITAL SIGNATURES,   2ND & 3RD REVIEW & BUILDING SUBMITTALS (SH)       9/9/16 DIGITAL SIGNATURE ON STRUCTURAL CALCS VERIFIED   ORIGINAL SIGNED & SEALED SOILS REPORT WAS PROVIDED FOR   PERMIT 16020199 (VIBROFLOTATION PERMIT)   DIGITAL SIGNATURES ON EACH SHEET (S, LS, A, GA) OK   ORIGINAL SURVEY NOT REQUIRED AS IT IS NOW SUPERSEDED BY   REPLAT RECORDED BOOK 122, PAGES 16-17.         2016-06-09 12:52:03 6/9/16   CCOLE       EACH UPLOADED WIND LOAD ENGINEERING DOCUMENT FOR THE   CARRIER, MITSUBISHI, FIRST COMPANY UNITS, AND FOR THE   ROOF STANDS AND WALL BRACKETS HAVE SCANNED ENGINEER'S   SEALS- EACH MUST BE DIGITALLY SIGNED AND SEALED BY THE   ENGINEER WHO PREPARED THEM. THE DOCUMENTS MUST ALSO BE   APPROVED WITH SIGNATURE BY THE ENGINEER OF RECORD. 2016-06-07 07:23:53 9/9/2016 FAILED       1. ENERGY CALCS AND SOME MECHANICAL PAGES (FOR   EXAMPLES, SEE SHEETS M2.6B, M2.3B, CHECK ALL) ARE   PREPARED BY ALEJANDRO FRANYIE, BUT IS DIGITALLY SIGNED   AND SEALED BY VIVIANA FRANYIE.   2. SEE ALSO OTHER REVIEWER('S) LIST(S).       THE FOLLOWING HAVE BEEN REVIEWED AND APPROVED:       9/9/16, 6/7/16 VERIFIED A & S SHEET DIGITAL SIGNATURES,   2ND SUBMITTAL & 3RD SUBMITTALS (SH)       9/9/16 DIGITAL SIGNATURE ON STRUCTURAL CALCS VERIFIED   ORIGINAL SIGNED & SEALED SOILS REPORT WAS PROVIDED FOR   PERMIT 16020199 (VIBROFLOTATION PERMIT)   DIGITAL SIGNATURES ON EACH SHEET (S, LS, A, GA) OK   ORIGINAL SURVEY NOT REQUIRED AS IT IS NOW SUPERSEDED BY   REPLAT RECORDED BOOK 122, PAGES 16-17.       3/16 ALL TITLE BLOCKS CHECKED, LICENSES VERIFIED         Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 1 Status F Date 2016-03-16 Cont ID   Sent By shill Date 2016-03-16 Time 13:57 Rev Time 0.00 Received By shill Date 2016-03-16 Time 13:57 Sent To   Notes 2016-03-16 12:41:54 3/16 ALL TITLE BLOCKS CHECKED, LICENSES VERIFIED   DIGITAL SIGNATURE OR BACKUP DOCUMENTS REQUIRED FOR   SOILS REPORT, SURVEY, STRUCTURAL CALCS   SEE BUILDING COMMENT REGARDING SOILS REPORT   DIGITAL SIGNATURES ON EACH SHEET WILL BE REVIEWED PRIOR   TO PERMIT ISSUANCE         Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 3 Status P Date 2016-09-16 Cont ID   Sent By shill Date 2016-09-16 Time 06:35 Rev Time 0.00 Received By shill Date 2016-08-22 Time 14:55 Sent To   Notes 2016-09-16 06:35:33 9/16 OK PER KC     2016-08-22 14:55:44 8/22 ALL DOCUMENTS RECEIVED AND COMPLETE; ROUTED TO KEN   CONRAD DESK FOR APPROVAL         Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 2 Status F Date 2016-06-28 Cont ID   Sent By shill Date 2016-06-28 Time 14:10 Rev Time 0.00 Received By shill Date 2016-06-28 Time 14:10 Sent To   Notes 2016-06-06 16:37:34 ****CORRECTIONS****       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       1. A RESUME FOR ENRIQUE XAVIER BURBANO WAS SUBMITTED,   BUT THIS INSPECTOR HAS NOT SIGNED THE SPECIAL INSPECTOR   AGREEMENT.       2. A RESUME FOR THE CONTRACTOR (ALLIANCE RESIDENTIAL   BUILDERS) HAS NOT BEEN SUBMITTED.       AFTER ALL DOCUMENTS HAVE BEEN RECEIVED, THE PACKAGE   WILL BE FORWARDED TO KEN CONRAD FOR APPROVAL. THESE   DOCUMENTS MAY BE SENT VIA EMAIL.         Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 1 Status F Date 2016-03-01 Cont ID   Sent By shill Date 2016-03-01 Time 17:13 Rev Time 0.00 Received By shill Date 2016-02-29 Time 18:45 Sent To   Notes 2016-03-01 17:13:38 ****CORRECTIONS****   PLAN REVIEW IN PROGRESS       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       SI AGREEMENT AND POLICY SENT TO [email protected]   VIA EMAIL ON 3/1/16         Review Stop Z ZONING Rev No 4 Status P Date 2016-10-26 Cont ID   Sent By aaponte Date 2016-10-26 Time 09:53 Rev Time 0.00 Received By aaponte Date 2016-10-26 Time 09:53 Sent To   Notes 2016-10-26 09:55:23 PROVISO: 1. BEFORE FINAL CO A SIDEWALK ACCESS EASEMENT   WILL BE REQUIRED ALONG QUADRILLE BOULEVARD.   2. BEFORE FINAL CO A MAINTENANCE AGREEMENT WILL BE   REQUIRED FOR THE MAINTENANCE OF ANY LANDSCAPE,   IRRIGATION, TREE GRATES AND SPECIALY PAVERS INSTALLED   WITHIN THE ROW. Review Stop Z ZONING Rev No 3 Status F Date 2016-09-16 Cont ID   Sent By aaponte Date 2016-09-16 Time 08:56 Rev Time 0.00 Received By aaponte Date 2016-09-16 Time 08:56 Sent To   Notes 2016-09-16 09:25:54 1. REPLAT- DONE.   2. BEFORE FINAL CO A SIDEWALK ACCESS EASEMENT WILL BE   REQUIRED ALONG QUADRILLE BOULEVARD.   3. BEFORE FINAL CO A MAINTENANCE AGREEMENT WILL BE   REQUIRED FOR THE MAINTENANCE OF ANY LANDSCAPE,   IRRIGATION, TREE GRATES AND SPECIALY PAVERS INSTALLED   WITHIN THE ROW.   4. NOT SAFISFIED- SECTION AA ON SHEET C-6 SHOWS THE   CROSS SLOPE BUT DOES NOT CONFIRM THE SIDEWALK ELEVATION   IS MAINTAINED AS IT CROSSES DRIVEWAY AREA. STAFF   SENDING E-MAIL WITH FURTHER EXPLANATION.- PLEASE   CONFIRM THAT ANY VEHICULAR ENTRANCE IS DESIGNED TO HAVE   THE PEDESTRIAN CROSSING AREA AT THE SAME LEVEL OF THE   ADJACENT SIDEWALK.PLEASE PROVIDE DETAILS WITH SECTION.   5. DONE-PLEASE CONSIDER THE PROPOSED DESIGN FOR THE   PUBLIC OPEN SPACE TO LOCATE THE YARD DRAIN   LINESINDICATED IN CIVIL DRAWINGS.   6.DONE- ANY ABOVE GROUND UTILITY EQUIPMENT SHALL BE   LOCATED AWAY FROM PUBLIC VIEW AND SCREENED WITH   VEGETATION.   7. NOT-SATISFIED - PLEASE PROVIDE PHOTOMETRICS OF ALL   THE AREAS OUTSIDE THE BUILDING, INCLUDING THE SIDEWALK   TO CONFIRM COMPLIANCE WITH THE 0.6 FOOTCANDLE AT1 FOOT   ABOVE THE SIDEWALK AT THEBACK OF CURB LINE (SEC   94-113(B)).   8. DONE- THE REMOVAL OF THE WINDOWS ABOVE THE GARAGE   ENTRANCE IMPACTS THE APPEARANCE OF VEHICULAR ENTRANCE.   THE DOUBLE HEIGHT OPENING WAS ORIGINALLY MITIGATED BY   THE WINDOWS. PLEASE PROVIDE AN ALTERNATIVE TO MINIMIZE   THE VISUAL IMPACT OF THE GARAGE ENTRANCE. A DIFFERENT   DECORATIVE ELEMENT CAN BE PROVIDED AT THE FACADE LINE   TO REDUCE THE HEIGHT OF THE GARAGE OPENING TO THE   MINIMUM CLEARANCE NEEDED FOR VEHICULAR ACCESS.   9. DONE-PLEASE INDICATE IF THE PROPOSED TENANT STORAGE   HAS AC AND IT IS FULLY ENCLOSED (SEE SEC 94-109   DEFINITION OF GROSS BUILDING AREA).   10. DONE- PARKING PAINTING DETAIL FOR ON-STREET PARKING   AND ON-SITE PARKING SHALL MEET CITY'S PAINTING DETAIL   INCLUDED IN SEC 94-485.   11. DONE-PLEASE ADJUST ALL DRAWINGS FOR CONSISTENCY   WITH REVISED OPEN SPACE DESIGN.   12. DONE-PLEASE PROVIDE INFORMATION TO CONFIRM   COMPLIANCE WITH COVERED AREAS FOR GARGARE ROOF LEVEL.   13. PLEASE SUBMIT A RESPONSE LETTER EXPLAINING HOW THE   COMMENTS HAVE BEEN ADDRESSED.   14. DONE-A SEPARATE LANDSCAPE AND IRRIGATION PERMIT IS   REQUIRED. PLEASE SUBMIT SEPARATE APPLICATION FOR   REVIEW.   FOR ADDIITONAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439. Review Stop Z ZONING Rev No 2 Status F Date 2016-07-29 Cont ID   Sent By aaponte Date 2016-07-29 Time 11:34 Rev Time 0.00 Received By aaponte Date 2016-07-29 Time 11:34 Sent To   Notes 2016-07-29 13:10:59 1. REPLAT- DONE.   2. A SIDEWALK ACCESS EASEMENT WILL BE REQUIRED ALONG   QUADRILLE BOULEVARD.   3. A MAINTENANCE AGREEMENT WILL BE REQUIRED FOR THE   MAINTENANCE OF ANY LANDSCAPE, IRRIGATION, TREE GRATES   AND SPECIALY PAVERS INSTALLED WITHIN THE ROW.   4. PLEASE CONFIRM THAT ANY VEHICULAR ENTRANCE IS   DESIGNED TO HAVE THE PEDESTRIAN CROSSING AREA AT THE   SAME LEVEL OF THE ADJACENT SIDEWALK.PLEASE PROVIDE   DETAILS WITH SECTION.   5. DONE-PLEASE CONSIDER THE PROPOSED DESIGN FOR THE   PUBLIC OPEN SPACE TO LOCATE THE YARD DRAIN   LINESINDICATED IN CIVIL DRAWINGS.   6. ANY ABOVE GROUND UTILITY EQUIPMENT SHALL BE LOCATED   AWAY FROM PUBLIC VIEW AND SCREENED WITH VEGETATION.   7. PLEASE PROVIDE PHOTOMETRICS OF ALL THE AREAS OUTSIDE   THE BUILDING, INCLUDING THE SIDEWALK TO CONFIRM   COMPLIANCE WITH THE 0.6 FOOTCANDLE AT1 FOOT ABOVE THE   SIDEWALK AT THEBACK OF CURB LINE (SEC 94-113(B)).   8. DONE- THE REMOVAL OF THE WINDOWS ABOVE THE GARAGE   ENTRANCE IMPACTS THE APPEARANCE OF VEHICULAR ENTRANCE.   THE DOUBLE HEIGHT OPENING WAS ORIGINALLY MITIGATED BY   THE WINDOWS. PLEASE PROVIDE AN ALTERNATIVE TO MINIMIZE   THE VISUAL IMPACT OF THE GARAGE ENTRANCE. A DIFFERENT   DECORATIVE ELEMENT CAN BE PROVIDED AT THE FACADE LINE   TO REDUCE THE HEIGHT OF THE GARAGE OPENING TO THE   MINIMUM CLEARANCE NEEDED FOR VEHICULAR ACCESS.   9. PLEASE INDICATE IF THE PROPOSED TENANT STORAGE HAS   AC AND IT IS FULLY ENCLOSED (SEE SEC 94-109 DEFINITION   OF GROSS BUILDING AREA).   10. PARKING PAINTING DETAIL FOR ON-STREET PARKING AND   ON-SITE PARKING SHALL MEET CITY'S PAINTING DETAIL   INCLUDED IN SEC 94-485.   11. PLEASE ADJUST ALL DRAWINGS FOR CONSISTENCY WITH   REVISED OPEN SPACE DESIGN.   12. PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE   WITH COVERED AREAS FOR GARGARE ROOF LEVEL.   13. PLEASE SUBMIT A RESPONSE LETTER EXPLAINING HOW THE   COMMENTS HAVE BEEN ADDRESSED.   14. A SEPARATE LANDSCAPE AND IRRIGATION PERMIT IS   REQUIRED. PLEASE SUBMIT SEPARATE APPLICATION FOR   REVIEW.   FOR ADDIITONAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439. Review Stop Z ZONING Rev No 1 Status F Date 2016-04-08 Cont ID   Sent By aaponte Date 2016-04-08 Time 16:32 Rev Time 0.00 Received By aaponte Date 2016-04-01 Time 11:37 Sent To   Notes 2016-04-01 11:43:37 1.PROPERTY RE-PLAT IS REQUIRED. ALLEY ABANDONMENT   PROCESS NEEDS COMPLETION (PAYMENT AND RECORDING) TO   PROCEED WITH THE RE-PLAT. RESULTING SITE AREA IS   117,949SF (2.7 ACRE) ACCORDING TO RE-PLAT DOCUMENTATION   SUBMITTED NOV 18, 2015. PLEASE REVIEW AND CONFIRM   INFORMATION.   2. A SIDEWALK ACCESS EASEMENT WILL BE REQUIRED ALONG   QUADRILLE BOULEVARD.   3. A MAINTENANCE AGREEMENT WILL BE REQUIRED FOR THE   MAINTENANCE OF ANY LANDSCAPE, IRRIGATION, TREE GRATES   AND SPECIALY PAVERS INSTALLED WITHIN THE ROW.   4. PLEASE CONFIRM THAT ANY VEHICULAR ENTRANCE IS   DESIGNED TO HAVE THE PEDESTRIAN CROSSING AREA AT THE   SAME LEVEL OF THE ADJACENT SIDEWALK.   5. PLEASE CONSIDER THE PROPOSED DESIGN FOR THE PUBLIC   OPEN SPACE TO LOCATE THE YARD DRAIN LINESINDICATED IN   CIVIL DRAWINGS.   6. ANY ABOVE GROUND UTILITY EQUIPMENT SHALL BE LOCATED   AWAY FROM PUBLIC VIEW AND SCREENED WITH VEGETATION.   7. PLEASE PROVIDE PHOTOMETRICS OF ALL THE AREAS OUTSIDE   THE BUILDING, INCLUDING THE SIDEWALK TO CONFIRM   COMPLIANCE WITH THE 0.6 FOOTCANDLE AT1 FOOT ABOVE THE   SIDEWALK AT THEBACK OF CURB LINE (SEC 94-113(B)).   8. THE REMOVAL OF THE WINDOWS ABOVE THE GARAGE ENTRANCE   IMPACTS THE APPEARANCE OF VEHICULAR ENTRANCE. THE   DOUBLE HEIGHT OPENING WAS ORIGINALLY MITIGATED BY THE   WINDOWS. PLEASE PROVIDE AN ALTERNATIVE TO MINIMIZE THE   VISUAL IMPACT OF THE GARAGE ENTRANCE. A DIFFERENT   DECORATIVE ELEMENT CAN BE PROVIDED AT THE FACADE LINE   TO REDUCE THE HEIGHT OF THE GARAGE OPENING TO THE   MINIMUM CLEARANCE NEEDED FOR VEHICULAR ACCESS.   9. PLEASE INDICATE IF THE PROPOSED TENANT STORAGE HAS   AC AND IT IS FULLY ENCLOSED (SEE SEC 94-109 DEFINITION   OF GROSS BUILDING AREA).       FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439.         2016-02-16 16:16:28 2/16/16 Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved