| Date |
Text |
| 2007-10-21 09:24:52 | PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING |
| | BUILDING PLAN REVIEW |
| | PERMIT: 07050361 |
| | ADD: 800 CLEMATIS ST |
| | CONT: THE MORGANTI GROUP, INC*PLAN REVIEW ONLY* |
| | TEL: (561)262-6771 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | BUILDING TYPE;IB |
| | 2NDREVIEW- PLAN REVIEW |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION & |
| | REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL |
| | LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH |
| | A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE |
| | SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE |
| | FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR |
| | YOUR ANTICIPATED COOPERATION. |
| | |
| | 1B) PLANS SUBMITTED FOR PERMIT APPLICATION(FIRST TIME |
| | REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE |
| | 2004 FBC BUILDING WITH THE2007 REVISIONS. |
| | |
| | 1C) 106.1.1* W.P.B. ADMINISTRATIVE CODE/2004 |
| | DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN |
| | THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF |
| | MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY |
| | WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE |
| | SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE CITED AS |
| | A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR ITS |
| | EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| | WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 2-3) COMPLIED. |
| | |
| | 4) COMPLIED 12-20-07 SENT TO HAROLD PISKURA!!! |
| | 2ND REQUEST, THE THRESHOLD INSPECTOR WILL NEED PRESENT |
| | SIGNED THRESHOLD DOCUMENTS AND SUBMIT THEM TO ASSISTANT |
| | BUILDING OFFICIAL HAROLD PISKURA BEFORE THIS COMMENT |
| | WILL BE COMPLIED WITH. WPB AMENDMENT 105.13.6. W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD |
| | BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY S. |
| | 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS |
| | REQUIRED BY THIS CODE. CONTACT HAROLD PISKURA MANAGER |
| | OF THE SPECIAL INSPECTOR PROGRAM AT (561) 805-6711 FOR |
| | FURTHER INFORMATION BEFORE THE PERMIT MAY BE ISSUED. |
| | |
| | 5-6) COMPLIED. |
| | |
| | 7) NOTE TO CONTRACTOR : 109.3.10* IMPACT OF |
| | CONSTRUCTION. ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PREFORMED IN A MANNER SO AS NOT TO |
| | ADVERSELY IMPACT THE CONDITION OF ADJACENT PROPERTY, |
| | UNLESS SUCH ACTIVITY IS PERMITTED TO AFFECT SAID |
| | PROPERTY PURSUANT TO CONSENT BY THE APPLICABLE PROPERTY |
| | OWNER, UNDER TERMS & CONDITIONS AGREEABLE TO THE |
| | APPLICABLE PROPERTY OWNER. THIS INCLUDES BUT IS NOT |
| | LIMITED TO THE CONTROL OF DUST, NOISE, WATER OR |
| | DRAINAGE RUN-OFF, DEBRIS, AND THE STORAGE OF |
| | CONSTRUCTION MATERIALS. NEW CONSTRUCTION ACTIVITY SHALL |
| | NOT ADVERSELY IMPACT HISTORIC SURFACE WATER DRAINAGE |
| | FLOWS SERVING ADJACENT PROPERTIES, & MAY REQUIRE |
| | SPECIAL DRAINAGE DESIGN COMPLYING WITH ENGINEERING |
| | STANDARDS TO PRESERVE THE POSITIVE PATTERNS OF THE |
| | AFFECTED SITES. ACCORDINGLY, DEVELOPERS, CONTRACTORS, |
| | AND OWNERS OF ALL NEW RESIDENTIAL DEVELOPMENT, |
| | INCLUDING ADDITIONS, POOLS, |
| | PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING |
| | PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ |
| | FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A |
| | PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED |
| | DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A |
| | CERTIFICATE FROM A LICENSED ENGINEER SHALL BE SUBMITTED |
| | TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE |
| | FINAL INSPECTION. |
| | |
| | |
| | 8) NOTE TO CONTRACTOR: 109.3.10.1 HURRICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO ALLOW |
| | CONSTRUCTION RELATED MATERIALS EQUIPMENT AND DEBRIS TO |
| | REMAIN LOOSE OR OTHERWISE UNSECURED AT A CONSTRUCTION |
| | SITE FROM 24 HRS. AFTER A HURRICANE WATCH HAS BEEN |
| | ISSUED UNTIL THE HURRICANE WATCH OR WARNING HAS BEEN |
| | LIFTED. ALL SUCH CONSTRUCTION MATERIALS, EQUIPMENT AND |
| | DEBRIS SHALL BE EITHER REMOVED FROM THE CONSTRUCTION |
| | SITE OR SECURED IN SUCH A MANNER AS TO MINIMIZE THE |
| | DANGER OF SUCH CONSTRUCTION MATERIALS, EQUIPMENT AND |
| | DEBRIS CAUSING DAMAGE TO PERSONS OR PROPERTY FROM HIGH |
| | WINDS. ANY PERSONS WHO FAIL TO COMPLY TO REMOVE OR |
| | SECURE THE CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS |
| | WITHIN 24 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED |
| | SHALL BE SUBJECT TO A FINE NOT TO EXCEED $500.00. IN |
| | ADDITION TO THE ABOVE, A LICENSED CONTRACTOR WHO |
| | VIOLATES THIS SECTION SHALL BE SUBJECT TO DISCIPLINE |
| | PURSUANT TO SECTION 113 OF THIS CHAPTER. |
| | |
| | 9-10) COMPLIED. |
| | |
| | 11A) 2ND REQUEST, THIS COMMENT WAS ONLY PARTIALLY |
| | COMPLIED WITH YES A SURVEY IS PRESENT BUT NOT |
| | INCORPORATED INTO THE SET OF PLANS. THE REAL ISSUE IS |
| | THE PROPERTY LINE ON THE WEST BUILDING LINE OR WITHIN |
| | 10'-0 OF THE BUILDING LINE. PLEASE PROVIDE SOME |
| | CLARIFICATION. A UNITY OF TITLE MAY ALSO BE REQUIRED |
| | PLUS AN ABANDONMENT OF AN EASEMENT. TABLE 601, TABLE |
| | 602 AND TABLE 704.8. |
| | |
| | 11B) THE SURVEY PROVIDED INDICATES THIS PROPERTY IS IN |
| | A A-9 FLOOD ZONE THIS PROPERTY IS LOCATED PARTIALLY IN |
| | A B&C FLOOD ZONE MAKING A **B** FLOOD ZONE. PLEASE HAVE |
| | THE SURVEY CORRECTED AS WELL AS THE CIVIL SHEET# 4. |
| | |
| | 12-14) COMPLIED. |
| | |
| | 15A)2ND REQUEST, THE CODE IS CLEAR WHERE A CHANGE OF |
| | ELEVATION OF 12 INCHES OR LESS IN THIS CASE AN EXIT |
| | DISCHARGE A RAMP SHALL BE PROVIDED. SHEET A2.00DETAIL# |
| | 2, 1003.5.2.WHERE CHANGE IN ELEVATION OF 12 INCHES (305 |
| | MM) OR LESS OCCURS IN EXIT ACCESS CORRIDORS, EXITS AND |
| | EXIT DISCHARGE, RAMPS COMPLYING WITH SECTION 1010 SHALL |
| | BE PROVIDED. 1003.5.1 WHERE A CHANGE IN LEVEL MEANS OF |
| | EGRESS NOT EXCEEDING 21 INCHES (533 MM) IS ACHIEVED BY |
| | A STAIR, THE MINIMUM TREAD DEPTH OF SUCH STAIR SHALL BE |
| | 13 INCHES (330 MM) AND THE PRESENCE AND LOCATION OF |
| | EACH STEP SHALL BE READILY APPARENT. |
| | |
| | 15B) NEW COMMENT DEALS WITH WHAT I BELIEVED TO BE A |
| | RAMP ON THE EAST SIDE OF THE BUILDING THAT LEAD TO THE |
| | ACCESSIBLE PARKING. SHEET A- 2.00, TOP DETAIL INDICATES |
| | A ELEVATION MARKER OF24.25' SEE CIVIL PLANS C-4 THEY |
| | ALSO APPEAR TO INDICATE A RETAINING WALL AND NOT A RAMP |
| | ON THE EAST SIDE OF THE BUILDING MAKING THE ACCESSIBLE |
| | PARKING NOT THE CLOSEST PATH OF TRAVEL.PLEASE REVIEW TO |
| | SEE IF THIS IS SUPPOSE TO BE A RAMP OR A ELEVATED |
| | WALKWAY. |
| | |
| | 16-21) COMPLIED. |
| | |
| | 22A) 2ND REQUEST, DEALS WITH THE LOCATION OF THE OVER |
| | FLOW SCUPPERS IN RELATION SHIP TO THE MAIN ROOF DRAINS. |
| | THE THANK YOU FOR PROVIDING THE HIGH AND LOW POINTS OF |
| | THE ROOF ELEVATIONS. THE PLANS INDICATE IN MANY AREAS |
| | OF THE ROOFTHE CURRENT HIGH POINT WOULD ALLOW FOR |
| | 6.25 INCHES OF PONDINGBEFORE WATER WOULD START TO RUN |
| | OUT THE EMERGENCY OVERFLOW SCUPPERS. THERE IS 2 POINTS |
| | OF VIEW ON THIS CODE SECTION THE FIRST IS THAT THE |
| | SCUPPERS ARE TO BE 2-4 INCHES OFF THE ROOF LEVEL AT THE |
| | PARAPET AND THE SECOND DEALS WITH THE AMOUNT OF WATER |
| | (DEPTH) THAT WILL BE ON THE ROOF BEFORE THE WATER |
| | REACHES THE OVERFLOW SCUPPERS AND STARTS TO RUN OUT. |
| | |
| | IF THE FIRST CASEIS LOOKED AT WHICH REFLECTS THIS |
| | PLAN YOU WILL HAVE TRULY 6.25 INCHES OF WATER PONDING |
| | ON THE ROOF, PLUS THE DEFLECTION FACTOR TO BE TAKEN |
| | INTO ACCOUNT. PLEASE PROVIDE CALCULATIONS FOR THIS |
| | WEIGHT FACTOR IN THE LARGEST AREA TO BE SERVED BY ANY |
| | ROOF DRAIN. |
| | ROOF PLAN AND THE EMERGENCY OVER FLOW SCUPPERS, |
| | INDICATE THE SLOPE TO BE |
| | ?? IN 1?-0?WHENEVER THE OVERFLOW SCUPPERS ARE |
| | LOCATED MORE THAN 16?-0? AWAY FROM THE MAIN ROOF DRAIN |
| | IN SITUATIONSWHERE IN HEAVY DOWN POURS THE MAIN DRAIN |
| | CAN NOT TAKE ANY MORE WATER THERE IS TO BE NO MORE THAN |
| | 4 INCHES OF WATER ON THE ROOF DECK. |
| | 1503.4.3 OVERFLOW SCUPPERS. WHEN OTHER MEANS OF |
| | DRAINAGE OF OVERFLOW WATER IS NOT PROVIDED, OVERFLOW |
| | SCUPPERS SHALL BE PLACED IN WALLS OR PARAPETS NOT LESS |
| | THAN 2 INCHES (51 MM) NOR MORE THAN 4 INCHES (102 MM) |
| | ABOVE THE FINISHED ROOF COVERING AND SHALL BE LOCATED |
| | AS CLOSE AS PRACTICAL TO REQUIRED VERTICAL LEADERS OR |
| | DOWNSPOUTS OR WALL AND PARAPET SCUPPERS. AN OVERFLOW |
| | SCUPPER SHALL BE SIZED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, PLUMBING. |
| | |
| | 22B-C) COMPLIED. |
| | |
| | 23) COMPLIED. |
| | |
| | |
| | 24) 2ND REQUEST, SHEET A2.08 WINDOWS IN FIRE RATED |
| | PARTITIONS, SHOW COMPLIANCE WITH TABLE 715.4 AND 715.4 |
| | AS WELL AS NFPA 80. PROVIDE NOT ONLY INFORMATION ON |
| | GLAZING BUT THE FRAME AS WELL. THE RESPONSE WAS TO SEE |
| | DRAWINGS A2.08 FOR CORRECTIONS. |
| | |
| | 25) COMPLIED. |
| | |
| | 26) 2ND REQUEST, DEALS WITH ELEVATOR REQUIREMENTS FOR |
| | STRETCHERS FOR ELEVATORS IN BUILDINGS 4 STORIES AND |
| | MORE, NOT BECAUSE OF POSSIBLY BEING A MEDICAL FACILITY. |
| | SHEET A4.03.2 |
| | 26A)PROVIDE INFORMATION FOR ELEVATOR CAR TO |
| | ACCOMMODATE AMBULANCE STRETCHERS.3002.4. |
| | |
| | 26B) PLEASE PROVIDE THE ELEVATOR MACHINE ROOM?S SMOKE |
| | DETECTOR AND HOIST WAY WOULD BE LOCATED IN THE |
| | PLANS?3002.8. SHEET A6.01 AND DO NOT SHOW THEM. |
| | |
| | 26C) PLEASE PROVIDE THE FOLLOWING INFORMATION: 3003.1 |
| | STANDBY POWER. |
| | IN BUILDINGS AND STRUCTURES WHERE STANDBY POWER IS |
| | REQUIRED OR FURNISHED TO OPERATE AN ELEVATOR, THE |
| | OPERATION SHALL BE IN ACCORDANCE WITH SECTIONS 3003.1.1 |
| | THROUGH 3003.1.4 . |
| | 3003.1.1 MANUAL TRANSFER. |
| | STANDBY POWER SHALL BE MANUALLY TRANSFERABLE TO ALL |
| | ELEVATORS IN EACH BANK. |
| | 3003.1.2 ONE ELEVATOR. |
| | WHERE ONLY ONE ELEVATOR IS INSTALLED, THE ELEVATOR |
| | SHALL AUTOMATICALLY TRANSFER TO STANDBY POWER WITHIN 60 |
| | SECONDS AFTER FAILURE OF NORMAL POWER. |
| | 3003.1.3 TWO OR MORE ELEVATORS. |
| | WHERE TWO OR MORE ELEVATORS ARE CONTROLLED BY A COMMON |
| | OPERATING SYSTEM, ALL ELEVATORS SHALL AUTOMATICALLY |
| | TRANSFER TO STANDBY POWER WITHIN 60 SECONDS AFTER |
| | FAILURE OF NORMAL POWER WHERE THE STANDBY POWER SOURCE |
| | IS OF SUFFICIENT CAPACITY TO OPERATE ALL ELEVATORS AT |
| | THE SAME TIME. WHERE THE STANDBY POWER SOURCE IS NOT OF |
| | SUFFICIENT CAPACITY TO OPERATE ALL ELEVATORS AT THE |
| | SAME TIME, ALL ELEVATORS SHALL TRANSFER TO STANDBY |
| | POWER IN SEQUENCE, RETURN TO THE DESIGNATED LANDING AND |
| | DISCONNECT FROM THE STANDBY POWER SOURCE. AFTER ALL |
| | ELEVATORS HAVE BEEN RETURNED TO THE DESIGNATED LEVEL, |
| | AT LEAST ONE ELEVATOR SHALL REMAIN OPERABLE FROM THE |
| | STANDBY POWER SOURCE. |
| | 3003.1.4 VENTING. |
| | WHERE STANDBY POWER IS CONNECTED TO ELEVATORS, THE |
| | MACHINE ROOM VENTILATION OR AIR CONDITIONING SHALL BE |
| | CONNECTED TO THE STANDBY POWER SOURCE. |
| | 3003.2 FIRE-FIGHTERS? EMERGENCY OPERATION. ELEVATORS |
| | SHALL BE PROVIDED WITH PHASE I EMERGENCY RECALL |
| | OPERATION AND PHASE II EMERGENCY IN-CAR OPERATION IN |
| | ACCORDANCE WITH ASME A17.1. |
| | |
| | 26D) 3004.2 LOCATION OF VENTS. VENTS SHALL BE LOCATED |
| | BELOW THE FLOOR OR FLOORS AT THE TOP OF THE HOIST WAY, |
| | AND SHALL OPEN EITHER DIRECTLY TO THE OUTER AIR OR |
| | THROUGH NONCOMBUSTIBLE DUCTS TO THE OUTER AIR. |
| | NONCOMBUSTIBLE DUCTS SHALL BE PERMITTED TO PASS THROUGH |
| | THE ELEVATOR MACHINE ROOM PROVIDED THAT PORTIONS OF THE |
| | DUCTS LOCATED OUTSIDE THE HOIST WAY OR MACHINE ROOM ARE |
| | ENCLOSED BY CONSTRUCTION HAVING NOT LESS THAN THE FIRE |
| | PROTECTION RATING REQUIRED FOR THE HOIST WAY. HOLES IN |
| | THE MACHINE ROOM FLOORS FOR THE PASSAGE OF ROPES, |
| | CABLES OR OTHER MOVING ELEVATOR EQUIPMENT SHALL BE |
| | LIMITED SO AS NOT TO PROVIDE GREATER THAN 2 INCHES (51 |
| | MM) OF CLEARANCE ON ALL SIDES. |
| | |
| | 3004.3 AREA OF VENTS. EXCEPT AS PROVIDED FOR IN SECTION |
| | 3004.3.1 , THE AREA OF THE VENTS SHALL NOT BE LESS THAN |
| | 3? PERCENT OF THE AREA OF THE HOIST WAY NOR LESS THAN 3 |
| | SQUARE FEET (0.28 M 2 ) FOR EACH ELEVATOR CAR, AND NOT |
| | LESS THAN 3? PERCENT NOR LESS THAN 0.5 SQUARE FOOT |
| | (0.047 M 2 ) FOR EACH DUMBWAITER CAR IN THE HOIST WAY, |
| | WHICHEVER IS GREATER. OF THE TOTAL REQUIRED VENT AREA, |
| | NOT LESS THAN ONE-THIRD SHALL BE OF THE PERMANENTLY |
| | OPEN TYPE UNLESS ALL VENTS ACTIVATE UPON DETECTION OF |
| | SMOKE FROM ANY OF THE ELEVATOR LOBBY SMOKE DETECTORS. |
| | |
| | 26E) PLEASE NOTE THE FOLLOWING: 3006.5 SHUNT TRIP. |
| | WHERE ELEVATOR HOIST WAYS OR ELEVATOR MACHINE ROOMS |
| | CONTAINING ELEVATOR CONTROL EQUIPMENT ARE PROTECTED |
| | WITH AUTOMATIC SPRINKLERS, A MEANS INSTALLED IN |
| | ACCORDANCE WITH NFPA 72, SECTION 3?9.4, ELEVATOR |
| | SHUTDOWN, SHALL BE PROVIDED TO DISCONNECT AUTOMATICALLY |
| | THE MAIN LINE POWER SUPPLY TO THE AFFECTED ELEVATOR |
| | PRIOR TO THE APPLICATION OF WATER. THIS MEANS SHALL NOT |
| | BE SELF-RESETTING. THE ACTIVATION OF SPRINKLERS OUTSIDE |
| | THE HOIST WAY OR MACHINE ROOM SHALL NOT DISCONNECT THE |
| | MAIN LINE POWER SUPPLY. |
| | |
| | 26F) PLEASE NOTE NEW TO THE 2006 FBC REVISIONS: 3009.1 |
| | ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC |
| | ELEVATOR CYLINDERS. |
| | ALL NEWLY INSTALLED UNDERGROUND HYDRAULIC PRESSURE |
| | CYLINDERS SHALL BE ENCASED IN OUTER PLASTIC CONTAINMENT |
| | TO MINIMIZE ELECTROLYTIC CORROSION BETWEEN THE METAL |
| | CYLINDER AND GROUND CATHODE. |
| | 1.THE PLASTIC CASING SHALL BE CAPPED AT THE |
| | BOTTOM, AND ALL JOINTS MUST BE SOLVENT OR HEAT WELDED |
| | TO ENSURE WATER TIGHTNESS. |
| | 2.THE PLASTIC CASING SHALL BE CONSTRUCTED OF |
| | POLYETHYLENE OR POLYVINYL CHLORIDE (PVC). THE PLASTIC |
| | PIPE WALL THICKNESS MUST NOT BE LESS THAN 0.125 INCH |
| | (3.175 MM). |
| | 3.THE NECK OF THE PLASTIC CASING SHALL HAVE A |
| | MEANS OF INSPECTION PROVIDED TO MONITOR THE ANNULUS |
| | BETWEEN THE PRESSURIZED HYDRAULIC CYLINDER AND THE |
| | PROTECTIVE PLASTIC CASING. |
| | 4.REPLACEMENTS OF EXISTING HYDRAULIC CYLINDERS |
| | SHALL BE PROTECTED BY THE AFOREMENTIONED METHOD WHERE |
| | EXISTING PHYSICAL DIMENSIONS PERMIT |
| | |
| | 27-29) COMPLIED. |
| | |
| | 30) SHEET S-7/ S-13 |
| | |
| | 30A) COMPLIED. |
| | |
| | 30B) COMPLIED. |
| | |
| | 30C) 2ND REQUEST, WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCT WHICH ARE REGULATED BY DCA |
| | RULE 9B-72 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 30D) 2ND REQUEST,FL BLD CODE 1609.1.4: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT |
| | INSPECTOR) OF PRODUCT TESTING REPORTS ,MISSING REPORTS |
| | ARE AS FOLLOWS: |
| | A) TRAINER GLASS CURTAIN WALL LMI ,HIGHLIGHT WHICH |
| | GLAZING TYPE WILL BE USED, AND MULLIONS. SEE SHEET 2 OF |
| | 14 TOP OF CHART IS CUT OFF !!!!!! 2ND REQUEST!!!!!B) |
| | TRAINER GLASS CURTAIN WALL SMI-, HIGHLIGHT WHICH |
| | GLAZING TYPE TO |
| | |
| | TO BE USED, AND MULLIONS. THE HEADS ARE CUT OFF |
| | THE CHARTS PLEASE PROVIDE LEGIBLE |
| | REPORTS. |
| | C) BOTH TRAINER GLASS REPORTS DO NOT INDICATE IF THE |
| | ANCHORING INTO MASONRY AND STEEL |
| | SUBSTRATE TOOK THE 1.33 INCREASE NEWER REPORTS |
| | UNDER THE 2004 USUALLY INDICATE NO |
| | 1/3 STRESS INCREASE TAKEN? 2004 FBC 16.5.3.1.1. |
| | |
| | D) YKK AP 35H OUT SWING ALUMINUM DOORLMI, ,NOTE THIS |
| | REPORT REQUIRES THE DESIGN PRESSURES TO BE DIVIDED BY |
| | 1.33, HIGHLIGHT WHICH GLAZING TYPE TO BE USED, AND |
| | MULLIONS. THE HEADS ARE CUT OFF THE CHARTS PLEASE |
| | PROVIDE LEGIBLE REPORTS. |
| | |
| | E)COMPLIED. FIREDOOR 8080 SERIES OUT SWING COMMERCIAL |
| | STEEL DOOR LMI, CURRENTLY WITH A 1.0 IMPORTANCE FACTOR |
| | MEETS WIND LOADS. |
| | |
| | F)COMPLIED. FIREDOOR 8080 SERIES OUT SWING STEEL LOUVER |
| | COMMERCIAL DOOR LMI, CURRENTLY WITH A 1.0 IMPORTANCE |
| | FACTOR MEETS WIND LOADS |
| | |
| | G)COMPLIED.FIREDOOR 4080 SERIES OUT SWING COMMERCIAL |
| | STEEL DOOR LMI, CURRENTLY WITH A 1.0 IMPORTANCE FACTOR |
| | MEETS WIND LOADS., |
| | |
| | H) BESAM AUTOMATIC ENTRANCE SYSTEM, POWER GLIDE MODEL |
| | AM-2 AUTOMATIC ALUMINUM SLIDING GLASS DOOR, SUBSECTION |
| | ?C? CALCULATIONS INDICATE THAT THE CALCULATIONS HAVE |
| | NOT BEEN REVISITED TO THE 2004 FBC 1605.3.1.1.WITH A |
| | 1.0 IMPORTANCE FACTOR THIS PRODUCT MAY MEET WIND LOADS |
| | WITH THE UNKNOWN FASTENING FACTOR STEEL INCREASE OF |
| | 1.33 FORWIND LOADS |
| | |
| | I) OVERHEAD DOOR, 10? WIDE ROLLING STEEL DOOR, |
| | CURRENTLY DOES NOT MEET THE REQUIRED PRESSURES. , |
| | SUBSECTION **C** CALCULATIONS INDICATE THAT THE |
| | CALCULATIONS HAVE NOT BEEN REVISITED TO THE 2004 FBC |
| | 1605.3.1.1.WITH A 1.0 IMPORTANCE FACTOR THIS PRODUCT |
| | MAY MEET WIND LOADS WITH THE UNKNOWN FASTENING FACTOR |
| | STEEL INCREASE OF 1.33 FOR WIND LOADS, ALSO IF THE |
| | IMPORTANCE FACTOR IS ADJUSTED TO 1.15TO BE DETERMINED |
| | BY THE DESIGN PROFESSIONAL. |
| | |
| | J) RUSKIN LOUVER SERIES ELF6375DXD , AS INDICATED WITH |
| | THE PRESSURES AS STATED ON THE PLAN MEETS PRESSURES BUT |
| | , SUBSECTION **C** CALCULATIONS INDICATE THAT THE |
| | CALCULATIONS HAVE NOT BEEN REVISITED TO THE 2004 FBC |
| | 1605.3.1.1.WITH A 1.0 IMPORTANCE FACTOR THIS 30) |
| | SHEET S-7 |
| | 30A) CODES AND STANDARDS ASCE 7-02 THE BUILDING |
| | CATEGORY II WITH AN IMPORTANCE FACTOR OF 1.0. IS THIS |
| | BUILDING TO BE USED AS A HEALTH CARE FACILITY THAT MAY |
| | EVER HAVE SURGERY OR BE USED FOR EMERGENCY TREATMENT? |
| | IF SO THIS BUILDING CATEGORY WOULD BE A IV WITH AN |
| | IMPORTANCE FACTOR OF 1.15. THE PRESSURE ZONES ON S-13 |
| | WILL CHANGE WITH THE 1.15 IMPORTANCE FACTOR. |
| | |
| | 30B) PRODUCT APPROVALS:PRODUCT APPROVALS |
| | SUBMITTED WITH PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA PRODUCT |
| | APPROVAL SYSTEM. FOR INFORMATION PLEASE SEE THE STATE |
| | WEBSITE AT WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BESUBMITTED WITH A |
| | COVER SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM |
| | THE STATE. IF THE PRODUCT DOES NOT HAVE STATEWIDE |
| | APPROVAL, SUBMIT AN APPLICATION FOR LOCAL PRODUCT |
| | APPROVAL OR SITE SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 30C) ) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE |
| | PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 30D)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR) |
| | OF PRODUCT TESTING REPORTS ,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) TRAINER GLASS CURTAIN WALL LMI , REQUIRES FL COVER |
| | SHEET, HIGHLIGHT WHICH GLAZING TYPE TO BE USED, AND |
| | MULLIONS. THE HEADS ARE CUT OFF THE CHARTS PLEASE |
| | PROVIDE LEGIBLE |
| | REPORTS. |
| | B) TRAINER GLASS CURTAIN WALL SMI REQUIRES FL COVER |
| | SHEET, HIGHLIGHT WHICH GLAZING TYPE |
| | TO BE USED, AND MULLIONS. THE HEADS ARE CUT OFF |
| | THE CHARTS PLEASE PROVIDE LEGIBLE |
| | REPORTS. |
| | C) BOTH TRAINER GLASS REPORTS DO NOT INDICATE IF THE |
| | ANCHORING INTO MASONRY AND STEEL |
| | SUBSTRATE TOOK THE 1.33 INCREASE NEWER REPORTS |
| | UNDER THE 2004 USUALLY INDICATE NO |
| | 1/3 STRESS INCREASE TAKEN? 2004 FBC 16.5.3.1.1. |
| | |
| | D) YKK AP 35H OUT SWING ALUMINUM DOORLMI,NOTE THIS |
| | REPORT REQUIRES THE DESIGN PRESSURES TO BE DIVIDED BY |
| | 1.33, HIGHLIGHT WHICH GLAZING TYPE TO BE USED, AND |
| | MULLIONS. THE HEADS ARE CUT OFF THE CHARTS PLEASE |
| | PROVIDE LEGIBLEREPORTS. |
| | |
| | E) COMPLIED. FIREDOOR 8080 SERIES OUT SWING COMMERCIAL |
| | STEEL DOOR LMI, CURRENTLY WITH A 1.0 IMPORTANCE FACTOR |
| | MEETS WIND LOADS. |
| | |
| | F) COMPLIED.FIREDOOR 8080 SERIES OUT SWING STEEL |
| | LOUVER COMMERCIAL DOOR LMI, REQUIRES FL COVER SHEET, |
| | CURRENTLY WITH A 1.0 IMPORTANCE FACTOR MEETS WIND |
| | LOADS. |
| | |
| | G) COMPLIED. FIREDOOR 4080 SERIES OUT SWING COMMERCIAL |
| | STEEL DOOR LMI, HIGHLIGHT TYPE OF FASTENER TO BE USED, |
| | REQUIRES FL COVER SHEET, CURRENTLY WITH A 1.0 |
| | IMPORTANCE FACTOR MEETS WIND LOADS. |
| | |
| | H) BESAM AUTOMATIC ENTRANCE SYSTEM, POWER GLIDE MODEL |
| | AM-2 AUTOMATIC ALUMINUM SLIDING GLASS DOOR, SUBSECTION |
| | **C** CALCULATIONS INDICATE THAT THE CALCULATIONS HAVE |
| | NOT BEEN REVISITED TO THE 2004 FBC 1605.3.1.1.WITH A |
| | 1.0 IMPORTANCE FACTOR THIS PRODUCT MAY MEET WIND LOADS |
| | WITH THE UNKNOWN FASTENING FACTOR STEEL INCREASE OF |
| | 1.33 FORWIND LOADS, ALSO IF THE IMPORTANCE FACTOR IS |
| | ADJUSTED TO 1.15TO BE DETERMINED BY THE DESIGN |
| | PROFESSIONAL. |
| | |
| | I) OVERHEAD DOOR, 10? WIDE ROLLING STEEL DOOR CURRENTLY |
| | DOES NOT MEET THE REQUIRED PRESSURES. , SUBSECTION |
| | **C** CALCULATIONS INDICATE THAT THE CALCULATIONS HAVE |
| | NOT BEEN REVISITED TO THE 2004 FBC 1605.3.1.1.WITH A |
| | 1.0 IMPORTANCE FACTOR THIS PRODUCT MAY MEET WIND LOADS |
| | WITH THE UNKNOWN FASTENING FACTOR STEEL INCREASE OF |
| | 1.33 FOR WIND LOADS. |
| | |
| | J) RUSKIN LOUVER SERIES ELF6375DXD ,THE WRONG BACKUP |
| | REPORT WAS SUBMITTED, THE CORRECT REPORT IS AN UL |
| | REPORT, PLEASE SUBMIT THE RIGHT REPORT |
| | |
| | K) RUSKIN LOUVER SERIES EME520MD, ,THE WRONG BACKUP |
| | REPORT WAS SUBMITTED, THE CORRECT REPORT IS AN UL |
| | REPORT, PLEASE SUBMIT THE RIGHT REPORT |
| | |
| | L) ROOFING ASSEMBLIES: SIPLAST/ ICOPAL, MODIFIED |
| | BITUMEN OVER LWC DECK. THE SUB-SYSTEM IS NOT |
| | HIGHLIGHTED PAGES 8-20, ALSO NOTE GENERAL LIMITATION |
| | NUMBER 7 AND 9. IF ENHANCED FASTING IS REQUIRED PLEASE |
| | PROVIDE THE CALCULATIONS FOR RAS 117. |
| | |
| | M) PRE-ENGINEERED A/C STANDS- NO REPORT SUBMITTED! |
| | |
| | N) NOTE CLIP SYSTEM FOR CURTAIN WALL SYSTEM IS NOT |
| | CALLED OUT AND WOULD ALSO REQUIRE PRODUCT APPROVAL SEE |
| | DETAIL 15 SHEET S-10. PROVIDE ADDITIONAL INFORMATION. |
| | 106.1.2* |
| | |
| | 31-32) COMPLIED. |
| | |
| | BUILDING PLAN REVIEW II |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
