Date |
Text |
2005-12-07 00:00:00 | |
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| BUILDING PLAN REVIEW |
| PERMIT: 05071027 |
| ADD: 2211 N FLAGLER DR |
| CONT: PLAN REVIEW |
| OWNER: MERCO GROUP |
| TEL: (561)296-3300 |
| ARCH: SONG & ASSOC/ JOHN STRNDBERG |
| |
| TEL: (561) 655-2423 |
| |
| -PALADIO TERRACE- |
| |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| * WEST PALM BEACH AMENDMENTS |
| WHEN RESUBMITTING PLANS PLEASE INDICATE |
| THE REVISION & REMOVE & REPLACE ANY |
| PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| BER, WITH A DESCRIPTION OF THE REVISION |
| MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| TION PAGE WHERE THE CHANGES CAN BE FOUND |
| WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| YOU FOR YOUR ANTICIPATED COOPERATION. |
| - NOTE- |
| |
| CHAPTER 553.80(2)(B) FLORIDA STATUTES |
| STATES THAT A LOCAL GOVERNMENT SHALL |
| IMPOSE A FEE OF FOUR TIMES THE FEE FOR |
| PLAN REVIEW, IF PLANS ARE REJECTED THREE |
| OR MORE TIMES FOR REPEATED FAILURE TO |
| CORRECT A CODE VIOLATION. |
| |
| |
| |
| 2ND REVIEW |
| ACTION: DENIED |
| |
| 1) COMMENT# 1 FROM THE PREVIOUS REVIEW, |
| ALTHOUGH THERE IS A FOUNDATION PERMIT |
| PLEASE SUBMIT THE FOLLOWING ITEMS SINCE |
| THE FOUNDATION AND BUILDING PERMITS ARE |
| STAND ALONE PERMITS. |
| A) SOILS REPORT (3) |
| B) THRESHOLD INSPECTION PLAN (3) |
| C) THRESHOLD INSPECTOR AGREEMENT(1) |
| D) NOTICE OF COMENCEMENT (1) |
| E) UNITY OF TITLE |
| |
| 2) COMMENT# 2 FROM THE PREVIOUS REVIEW, |
| LS0.00 CODE ANALYSIS IS MISSING: |
| THE PLANS ARE VAUGE IN THE |
| DESCRIPTION WHERE AS THE FOLLOWING |
| INFORMATION WAS TO BE FOUND OR IN THE |
| AMOUNT OF INFORMATION PROVIDED. |
| 104.2.1 W.P.B. ADMINISTRATIVE CODE |
| *************************************** |
| SUCH INFORMATION SHALL BE SPECIFIC |
| AND THE TECHNICAL CODES "SHALL NOT BE |
| CITED AS A WHOLE OR IN PART, NOR THE |
| TERM "LEGAL" OR ITS RQUIVALENT BE USED |
| AS A SUBSTITUTE FOR SPECIFIC |
| INFORMATION". PLEASE PROVIDE ADDITIONAL INFORMATION FOR |
| CODE COMPLIANCE. |
| |
| 2A) 412.4.3 A FIRE COMMAND STATION SHALL |
| CONTAIN: |
| |
| 1. CONTROLS FOR THE ONE-WAY VOICE |
| ALARM SYSTEM. |
| |
| 2. CONTROLS FOR THE TWO-WAY FIRE |
| DEPARTMENT COMMUNICATION SYSTEM. |
| |
| 3. FIRE ALARM SYSTEM ANNUNCIATOR |
| PANELS. |
| PLEASE INDICATE ON SHEET E-21 ITEMS 1-3 |
| WILL BE UNDER FIRE ALARM PANEL. |
| |
| |
| 4. STATUS INDICATORS SHOWING |
| LOCATION OF ELEVATORS IN THE HOISTWAYS |
| ANDSWITCHES TO SELECTIVELY TURN |
| POWER TO ELEVATORS ON OR OFF. |
| THIS COMMENT NOT ADDRESSED ON SHEET |
| E-21, PLEASE INDICATE LOCATION. |
| |
| 5. STATUS INDICATORS AND CONTROLS |
| FOR AIR HANDLING SYSTEMS. SEE MECHANICAL |
| SHEET, SMOKE CONTROL SYSTEM WILL BE |
| OPERATED THROUGH THE FIRE ALARM SYSTEM. |
| THIS DOESN'T PROVIDE THE INFORMATION |
| "HOW" THIS WILL BE COMPLETED. PROVIDE A |
| SMOKE CONTROL STUDY FOR THE ATRUIM |
| AREAS. WILL BE DISCUSSED LATER UNDER |
| HEADING OF ATRIUM. |
| |
| 6. CONTROLS FOR UNLOCKING ALL |
| STAIRWAY DOORS SIMULTANEOUSLY. |
| E-21 LIST WHAT PANEL THIS SHALL OCCUR. |
| |
| 7. SPRINKLER VALVE, WATERFLOW |
| DETECTOR AND FIRE PUMP DISPLAY PANELS. |
| NOTE THIS INFORMATION ON E-21 UNDER THE |
| HEADING F. P. ASSUMING THIS STAND FOR |
| FIRE PUMP. |
| |
| 9. A TELEPHONE FOR FIRE DEPARTMENT |
| USE WITH CONTROLLED ACCESS TO THE |
| PUBLIC TELEPHONE SYSTEM.COULD NOT FIND |
| ON E-21? |
| |
| 2B) SMOKE CONTROL 412.5 PROVIDE CODE |
| COMPLIANCE, ALSO REQUIRES COMPLIANCE |
| WITH ALL PARTS OF THE HIGH RISE |
| INCLUDING THE ATRIUM FOUND UNDER SECTION |
| 414. 1-10. |
| * PROVIDE A SMOKE STUDY INDICATING |
| THE AREAS PER FLOOR TO BE CONSIDERED |
| ATRIUM, THE TOTAL AREA AND HEIGHT OF THE |
| ATRIUM. |
| * PROVIDE CALS FOR EXHAUST AIR AND |
| FOR THE FRESH AIR INTAKE. |
| * PROVIDE INFORMATION PER FLOOR HOW |
| SMOKE WILL BE MANAGED. |
| *PROVIDE THE WALL LAYOUT INDICATING |
| THE 1 HR SEPERATION.LS0.03 IS MISSING |
| THE WALL RATING AT THE RESTROOM WALLS. |
| * A1.04C THERE IS (4) DOORS WITH NO DESIGNATION. |
| * LABEL ALL DOORS IN SAID WALL AND |
| PROVIDE MINUTE RATING. |
| * INDICATE ON MECH SHEETS WHERE |
| DAMPERS ARE REQUIED. |
| * SHEETAC-13 INDICATE SF-34 FOR |
| THE INTAKE AIR OF THE ATRIUM BUT THE |
| SCHEDULE INDICATES NOT USED, IS THIS TO |
| BE DRAFTED AIR? |
| * ALSO INDICATE ON BOTH THE FIRE |
| SPRINKLER PLAN & A SHEETS WHERE THE |
| FIRE WATER CURTAIN IS TO BE PLACED , |
| PROVIDE THE SPACING OF SPRINKLER HEADS. |
| |
| 3) PLEASE CORRECT THE MEP SHEETS TO |
| DELETE THE TERM MEZZANINE OR PROVIDE |
| INFORMATION INDICATING COMPLIANCE WHICH |
| 503.2.3 MEZANINES FOR AREA AND |
| COMPLIANCE WITH 1005.7.1 FOR EXITING. |
| |
| 4) COMMENT# 3 FROM THE PREVIOUS REVIEW |
| DEALS WITH THE TERM "TOWNHOUSE" STILL |
| SHOWING UP IN THE INDEX PAGES FOR THE ARCHITECTURAL & |
| MEP. THE ABBRIVIATION |
| "TH" IS NOW FOUND IN THE ARCHITECTURAL |
| PAGES A1.05 SW/NW. |
| |
| 5) COMMENT # 4 FROM THE PREVIOUS REVIEW, |
| CONDO UNITS 1-14 (LOFT UNITS) |
| ARE TO COMPLY WITH FAIR HOUSING MANUAL |
| REVISED APRIL 1998, PAGE 1.32. BUILDINGS |
| WITH ONE OR MORE COMMON ENTRANCES TO ALL |
| DWELLING UNITS IN BUILDINGS WITH ONE OR |
| MORE ELEVATORS. AT LEAST ONE COMMON |
| ENTRANCE SHALL BE ON AN ACCESSIBLE |
| ROUTE. SITE IMPRACTICABILITY TEST DOES |
| NOT APPLY TO ELEVATORED BUILDINGS. |
| PROVIDE ON THE LIFE SAFETY PLAN THE |
| ACCESSIBLE ROUTE FROM THE ELEVATOR TO |
| THESE UNITS. |
| COMMENT 4 & 5 FROM THE FIRST REVIEW |
| TIE TOGETHER. COMMENT FROM THE PREVIOUS |
| REVIEW DEALS WITH THESE SAME LOFT UNITS. |
| IT APPEARS THAT WE AGREE THAT THE LOFT |
| UNITS WILL NEED TO MEET THE REQUIREMENTS |
| FOR FAIR HOUSING ON THE LEVEL THAT YOU |
| ENTER THE UNIT. THIS IS THE LEVEL 2 |
| PARKING GARAGE. AS YOU HAVE STATEDTHE |
| ACCESSIBLE ROUTE STARTS WITH THE VEHICLE |
| OR PEDESTRIAN ARRIVAL POINT. |
| ON THIS LEVEL THEY CAN USE THE ELEVATOR |
| TO ARRIVE AT THE LOFT ENTRY LEVEL OR |
| THEY COULD DRIVE TO THIS LEVEL. ONCE ON |
| THIS LEVEL THERE IS TWO PROBLEMS. |
| THE FIRST IS THERE IS NO ACCESS TO THE |
| PRIMARY ENTRY OF THE LOFTS THAT MEET |
| FAIR HOUSING. PROVIDE AN ACCESSIBLE |
| ROUTE TO THE UNIT.ON THE WEST SIDE OF |
| THE GARAGE COMMENT #5 AND 23 DEAL WITH |
| NO ACCESSIBLE ROUTE FROM THESE UNITS. |
| THE SECOND ISSUE COMMENT # 5 FROM THE |
| PREVIOUS REVIEW DELT WITH THE |
| REQUIREMENT OF AN EXIT ACCESS CORRIDOR |
| BEING REQUIRED AND THE COMMENT 23 DELT |
| WITH THE STRIPED SECTION AGAINST THE |
| WALL COULD NOT EVEN BE USED FOR ACCESS |
| BECAUSE OF THE COLUMNS PRETRUDING FROM |
| THE WALL. THERE YOUR RESPONCE WAS THIS |
| IS NOT A MEANS OF EGRESS NOR AN |
| ACCESSIBLE PATH !!!!!!! |
| AGAIN THIS ENTRY POINT TO THE UNIT IS |
| THE PRIMARY ENTRY SINCE THE ELEVATOR |
| SERVICES THIS FLOOR SEE FAIR HOUSING |
| MANUAL. |
| FIRST REVIEW COMMENNT: 5) THESE UNITS |
| ARE MISSING EXIT ACCESS |
| CORRIDORS, DEFINITION: EXIT ACCESS. THAT |
| PORTION OF A MEANS OF EGRESS WHICH LEADS |
| TO AN ENTRANCE TO AN EXIT. |
| SEE MEANS OF EGRESS DEFINITIONS, MEANS |
| OF EGRESS. A CONTINUOUS AND UNOBSTRUCTED |
| WAY OF EXIT TRAVEL FROM ANY POINT IN A |
| BUILDING OR STRUCTURE TO A PUBLIC WAY, |
| CONSISTING OF THREE SEPARATE AND |
| DISTINCT PARTS: (1) THE WAY OF EXIT |
| ACCESS, (2) THE EXIT, AND (3) THE WAY OF |
| EXIT DISCHARGE. A MEANS OF EGRESS |
| COMPRISES THE VERTICAL AND HORIZONTAL |
| WAYS OF TRAVEL AND SHALL INCLUDE THE |
| INTERVENING ROOM SPACE, DOORS, |
| CORRIDORS, PASSAGEWAYS, BALCONIES, |
| STAIRS, RAMPS, ENCLOSURES, LOBBIES, |
| HORIZONTAL EXITS, COURTS AND YARDS. |
| PROVIDE EXIT ACCESS CORRIDORS FOR |
| UNITS 1-14 COMPLING WITH TABLE 1004 |
| TRAVEL DISTANCES FOR R2/ SPRINKLERED |
| BUILDINGS MAXIMUM TRAVEL DISTANCE OF |
| 325 FT TO AN EXIT. |
| |
| 6) COMMENT 7(G) FROM THE PREVIOUS REVIEW |
| DEALS WITH ELEVATORS, STANDBY POWER FOR |
| ELEVATORS. RESPONCE WAS THAT ALL OF THE |
| ELEVATORS ARE CONNECTED TO THE STANDBY |
| POWER BUT ONLY ONE PER SHAFT WILL WORK |
| AT A TIME WHEN THE GENERATOR IS RUNNING. |
| WILL THIS SHOW UP ON THE EMERGENCY |
| POWER, EMERGENCY SYSTEMS CONTROLS AND |
| STATUS INDICATORS? WILL THERE BE |
| OVERRIDES SWITTCHES? 412.4.3(8). |
| |
| 7) COMMENT# 10(D) FROM THE PREVIOUS |
| REVIEW, 10D) BOTH SHEETS A1.02NE & |
| A1.02SE BOTH INDICATE THE USE OF |
| HORIZONTAL SLIDING DOORS C-0101-C & |
| C-0101-E, 1012.4(9). |
| IN APARTMENT BUILDINGS, HOTELS AND |
| DORMITORIES, HORIZONTAL SLIDING DOORS |
| SHALL NOT BE USED ACROSS CORRIDORS. |
| THE ABOVE DOORS ARE IN A EXIT ACCESS |
| CORRIDOR MAKING THEM PART OF AN EXIT. |
| SEE DIFINITION OF EXIT COMPOSED OF THREE |
| PARTS THE EXIT ACCESS CORRIDOR, EXIT & |
| EXIT DISCHARGE. |
| |
| 8) SHEET A1.03 BUSS DUCK CLOSETS DOORS |
| SWING OVER THE 1/2 OF THE REQUIRED WIDTH |
| OF THE CORRIDOR. |
| 1012.1.4 DURING ITS SWING, ANY DOOR IN A |
| MEANS OF EGRESS SHALL LEAVE |
| UNOBSTRUCTED AT LEAST ONE HALF OF THE |
| REQUIRED WIDTH OF AN AISLE,CORRIDOR, PASSAGEWAY, OR |
| LANDING, NOR PROJECT MORE |
| THAN 7 IN.(17.8 CM)INTO THE |
| REQUIRED WIDTH OF AN AISLE, CORRIDOR, |
| PASSAGEWAY OR LANDING, WHEN FULLY OPEN. |
| MINIMUM OF 22" CLEAR. |
| |
| 9) A1.02 SW / NW PLANS INDICATE EXHAUST |
| FANS ABOVE IN GARAGE, A2.04 NW |
| ELEVATION, THE BOTTOM FLOOR WINDOWS ARE |
| NOT MAARKED AS TO TYPE? ARE THEY FIXED ? |
| EXHAUST FROM GARAGE TO BE A MINIMUM OF |
| 10 FT FROM OPENINGS SEE M401. |
| |
| 10) A2.04 WINDOW # 4 NOTE INDICATES FIRE |
| RATED WHERE IS THE WINDOW SCHEDULE |
| INDICATING HR / MIN RATING? |
| |
| 11) A1.04 AT THE NORTH AND SOUTH END OF |
| THE PARKING GARAGE THERE AREAS FENCED |
| OFF FOR INTAKE AND EXHAUST AIR, PLEASE |
| PROVIDE SIGNAGE "NO STORAGE". |
| |
| 12) A1.04SW POOL EQUIPMENT, PROVIDE HOW |
| CHORINE WILL BESTORED FOR POOL, LIQUID |
| OR GAS FORM, QUANITY? THIS AREA WILL BE |
| CLASSIFIED AS A H-4 (308.2)OCCUPANCY |
| UNTIL FURTHER INFORMATION IS REVIEWED. |
| |
| 13) SHEET A1.05.NE ELEVATOR# 7 PLEASE |
| IDENTIFY OBJECT NEXXT TO THE ELEVATORS? |
| |
| 14) COMMENT# 26 FROM THE PREVIOUS REVIEW |
| A1.05NE UNITS DO NOT HAVE EGRESS TO |
| STAIR TOWER WITHOUT TRAVEL THROUGH THE |
| ELEVATOR LOBBIES SEE 412.6.2. THE |
| BEDROOM TERRACE LEVEL, LOCKABLE DOORS, |
| 1001.1.3, MEANS OF EGRESS SHALL CONSIST |
| OF CONTINUOUS AND UNOBSTRUCTED PATHS OF |
| TRAVEL TO THE EXTERIOR OF A BUILDING. |
| UNIT 512 OK, UNITS THAT DO NOT COMPLY |
| 513,514, 515, 516 & 517. |
| |
| 15) COMMENT# 28 FROM THE PREVIOUS REVIEW |
| A1.05SE UNITS DO NOT HAVE EGRESS TO |
| STAIRS WITHOUT TRAVEL THROUGH THE |
| ELEVATOR LOBBY, UNITS 411, 410, 409, 408 |
| & 404. LOCKABLE DOORS 1001.1.3. |
| |
| 16) A1.05NW THE PASSAGEWAY OR EXIT |
| ACCESS TO THE (2) NORTHWEST EXIT STAIRS |
| APPEARS TO HAVE A WINDOW FROM UNIT 422 |
| THAT WOULD REQUIRE A FIRE RATED WINDOW, |
| POOL DECK BEING A ASSEMBLY OCCUPANCY |
| VERSES R-2 UNIT# 422, REQUIRING A 2HR |
| WALL AND 1 1/2 HR OPENING PROTECTIVE. |
| IT APPEARS THAT TO THE UNIT(LOFT)# 14 |
| THE BLOCK WALL TO THE EXTERIOR OF THE |
| SUNDECK THIS SHOULD ALSO BE A 2 HR RATED |
| WALL, PLANS DO NOT PROVIDE THE HEIGHT OF |
| THIS WALL?SEE TABLE 704 |
| |
| 17) COMMENT# 29 FROM THE FIRST REVIEW |
| INDICATES THAT ON THE POOL DECK LEVEL |
| TOWER 7&8 WILL ALLOW RE-ENTRY. THE |
| DOOR IN STAIR# 14 (POOL DECK) SWINGS THE |
| WRONG WAY.WILL THIS ALLOW RE-ENTRY? THE |
| OTHER STAIR ON THE POOL DECK THAT |
| APPEARS TO ALLOW RENTRY IS STAIR# 9 WILL |
| THIS ALLOW REENTRY? STAIR #9 ALSO HAS AN |
| ALLOWABLE OCCUPANT LOAD OF 200 INDICATED |
| ON THE LIFE SAFETY PLAN, BUT THE DOOR |
| WILL ONLY ALLOW 170. WHERE WILL THE |
| ADDITIONAL LOADING BE MADE UP? SEE |
| COMMENT# 21. 1010.1.2 THERE SHALL BE NO |
| REDUCTION OF WIDTH IN THE DIRECTION OF |
| TRAVEL.WILL THESE DOORS ALLOW RE-ENTRY |
| BACK INTO THE STAIRWELL? YOUR REPLY |
| INDICATED TOWER 7&8? |
| |
| 18A) COMMENT# 16 FROM THE FIRST REVIEW, |
| A1.04C THERE IS A TRUE ISSUE OF THE |
| ATRIUM VERSUS THE ELEVATOR LOBBY.BY |
| DEFINITION, ATRIUM. A SPACE, INTENDED |
| FOR OCCUPANCY WITHIN A BUILDING, |
| EXTENDING VERTICALLY THROUGH THE |
| BUILDING AND ENCLOSED AT THE TOP.SINCE |
| THE 3RD FLOOR IS ENCLOSED BY GLASS, THIS |
| TRUELY MAKES A SHAFT SEPERATING IT FROM |
| THE REST OF THE BUILDING. |
| SINCE THIS IS A HIGH RISE, AND THE |
| SHAFT SEPERATES THIS AREA REMOVING THE |
| ATRIUM THEORY,412.6.1 CAN NOT TAKE THE |
| EXEMPTION FOR ATRIUMS MAKING AN ELEVATOR |
| LOBBY REQUIRED FOR FLOORS 2,3 & 4. |
| THE RESPONCE DOCUMENTS STATE THAT |
| "GLASS HAS BEEN REMOVED AND PARTITION |
| HAS BEEN ADDED TO MEET THE DEFINITION OF |
| THE ATRIUM REQUIREMENT & TO ELIMINATE |
| THE SHAFT CRITERIA." |
| 18A)(1)SHEET A1.04C STILL INDICATES A |
| GLASS ENCLOSURE AROUND THE ATRIUM SHAFT. 18A)(2)THE |
| PLANS ALSO INDICATE A PAIR OF |
| SWING GLASS FRAMELESS DOORS TO BE |
| INSTALLED, WITH A 45 MIN RATING PROVIDE |
| MORE DETAILS.HOW WILL THE DOORS SEAL |
| AGAINST SMOKE? |
| 18A)(3) THERE IS FOUR DOORS ON THIS |
| SHEET NOT LABELED. |
| 18B) SMOKE CONTROL FOR THE ATRIUM, THE |
| MECHANICAL PLANS SHEET AC-13 ONLY SHOWS |
| THE FRESH AIR INTAKE THROUGH A PLENUM |
| MOTER SF-34 NOT USED, AC- 14 SHOW THE |
| EXHAUST MOTOR SF-36. THIS IS THE ONLY |
| INFORMATION PROVIDED, AS STATED EARLIER |
| PLEASE PROVIDE THE DOCUMENTATION AS |
| REQUESTED UNDER 2B. |
| 18C) PLEASE PROVIDE AREA CALCULATIONS |
| FOR THE FIRST FLOOR OF THE ATRIUM AND |
| THE MEZZANINE LEVEL 503.2.3.2.SPACES |
| ENCLOSED BENEATH THE MEZZANINE CAN NOT |
| BE TAKEN INTO THE THE 1/3RD AREA TO BE |
| THE MEZZANINE. |
| 18D) MEZZANINE LEVEL MUST MEET THE |
| REQUIREMENTS OF 1005.7.3 THE SPACE |
| BENEATH THE MEZZANINE MAY BE ENCLOSED |
| PROVIDED THE ENCLOSED SPACE IS |
| PROTECTED THROUGHOUT WITH A SMOKE |
| DETECTION SYSTEM IN ACCORDANCE WITH NFPA |
| 72 WHICH SOUNDS AN ALARM IN THE |
| MEZZANINE. |
| |
| 19) COMMENT# 26 FROM THE PREVIOUS |
| REVIEWA1.05NE UNITS DO NOT HAVE EGRESS |
| TO STAIR TOWER WITH OUT TRAVEL THROUGH |
| THE ELEVATOR LOBBY SEE 412.6.2. THE |
| BEDROOM TERRACE LEVEL IS A PROBLEM, |
| SINCE 1001.1.3 REQUIRES TRAVEL TO BE |
| CONTINIOUS AND UNOBSTRUCTED PATH OF |
| TRAVEL. BEDROOM DOORS ARE LOCKABLE |
| DOOR.UNITSTHAT DO NOT COMPLY ARE |
| 513,514,515,516 & 517. |
| |
| 20) COMMENT# 28 FROM THE PREVIOUS |
| REVIEW SHEET A1.05SE UNITS DO NOT HAVE |
| TRAVEL THROUGH THE ELEVATOR LOBBY ARE |
| 411,410,409, 408 & 404. SEE 412.6.2 & |
| 1001.1.3. |
| |
| 21) SHEET LS0.05 LIFE SAFETY POOL DECK |
| SHEET INDICATES THE VARIOUS STAIRWELLS |
| AND THE OCCUPANT LOAD THAT EACH |
| STAIRWELL CAN HANDLE. |
| |
| 21A) PLANS (LS0.05) INDICATE THAT |
| STAIRWELL# 10-13 EACH WILL ACCOMADATE |
| 240X4= 960 OCCUPANT LOAD FOR THESE (4) |
| STAIRS. THE A1.05SW & A1.05NWINDICATE |
| THE CORRESONDING ENTRY DOORS AS |
| 401,402,417 AND 418 AS 3'-0" DOORWAYS |
| WITH AN ALLOWABLE LOAD OF 34"/.2=170 PER |
| DOORWAY, 170X4=680 OCCUPANT LOAD AT THE |
| DOORWAYS.PLEASE REVISE THE LOADS ON |
| THE LIFE SAFETY SHEET AND INDICATE HOW |
| THE ADDITIONAL LOADS WILL BE MADE UP? |
| ALSO CORRECT FIGURES FOR STAIR 9 & 14. |
| |
| 21B) PLANS (LS0.05) ALSO INDICATETHAT |
| STAIRWELLS# 10-13 WILL CARRY AN |
| OCCUPAANT LOAD OF 240 FOR EACH STAIROR A |
| TOTAL OF 960 FOR THESE 4 STAIR TOWERS. |
| TABLE 1004 FOOTNOTE 14 ALLOWS .3 TO BE |
| USED DIVIDED INTO THE STAIR WIDTH OF 60" |
| |
| 60/.3= 200 OCC LOAD X 4 STAIRS= 800 NOT |
| THE 960 INDICATED ON THE LIFE SAFETY |
| PLAN. ALSO CORRECT THE FIGURES FOR STAIR |
| 9 & 14. |
| |
| 21C) DEPENDING ON THE DESIGNERS DECISION |
| OF HOW TO CORRECT THE PROBLEM OFBOTTLE |
| NECKING, FOLLOW THROUGH THE EXIT TO THE |
| EXIT DISCHARGE TO SEE THAT THIS PROBLEM |
| WILL NOT REOCCUR? SEE DOORWAYS AT THE |
| BOTTOM OF THE STAIR. |
| |
| |
| 21) COMMENT# 33A) FROM THE PREVIOUS |
| REVIEW,A1.06NE THIS COMMENT WILL |
| EFFECT MOST OF THE STAIRWELL, (EXITS) |
| WITHIN THE BUILDING. THE PLANS INDICATE |
| A EXIT DOOR THAT LEADS DIRECTLY FROM THE |
| CONDO UNIT INTO THE SMOKEPROOF EXIT |
| ENCLOSURE. |
| THE INTENT IS TO HAVE AN EXIT THAT |
| DOESN'T TRAVEL THROUGH THE ELEVATOR |
| LOBBY.THE CODE SECTION THAT DOESN'T |
| ALLOW ROOMS TO EMPTY DIRECTLY INTO THE |
| EXIT IS: |
| 1005.6.7 ACCESS TO THE STAIRWAY SHALL BE |
| BY WAY OF A VESTIBULE OR BY WAY OF AN |
| OPEN EXTERIOR BALCONY OF NONCOMBUSTIBLE MATERIALS. |
| EXCEPTION: ACCESS BY WAY OF A |
| VESTIBULE WHEN THE STAIRWAY MEETS THE |
| REQUIREMENTS OF 1005.6.9.2 (1-3), |
| 1005.6.9.9 AND 1005.6.9.10 & IS LOCATED |
| IN A FULLY SPRINKLEREDBUILDING. |
| COMPLIANCE WITH THE THREE CODE |
| REFRENCES STATED ABOVE WILL ALLOW DIRECT |
| ENTRY TO THE STAIRWELL WITHOUT A |
| VESTIBLE. |
| 1) 1005.6.9.2 DEALS WITH STAIRWELL PRESSURIZATION, |
| WHICH IS INDICATED ON |
| THE PLANS, |
| 2) 1005.6.9.10 IS THE REQUIEMENT FOR |
| REQUIRED SMOKE DETECTORS THAT WOULD BE |
| USUALLY IN THE VESTIBULE, BUT IT WOULD |
| BE IN THE STAIR TOWER IF THE DOOR FROM |
| THE UNIT IS OPEN ALLOWING SMOKE TO ENTER |
| THE STAIR TOWER. THE SMOKE DETECTOR IS |
| TO BE PLACED IN THE UNITIF ACTIVATED TO |
| SHUT DOWN THE INDIVIDUAL UNIT AND |
| ACTIVATING ALL SMOKE EVACUATION SYSTEMS |
| IN THE STAIR TOWER. NO SMOKE DETECTORS |
| ARE SHOWN ON THE ELECTRICAL SHEETS. |
| 3) 1005.6.9.9 EXHAUST AIR, A MINIMUM |
| OF 2,500 CFM THROUGH A DAMPERED RELIEF |
| OR AN EXHAUST FAN AT THE TOP OF THE |
| STAIR SHAFT. |
| SHEET AC31 INDICATES ONLY GOOSENECKS |
| ON STAIR TOWER 5,8,9/ 6,7& 10. |
| NO RELIEF DAMPER DAMPER SHOWN, AC-28 |
| FAN SCHEDULE IS MISSING SF 4,6 & 10. |
| STAIRDETAIL 4,11 & 13 IS MISSING THE |
| GOOSENECK, IT APPEARS THAT STAIRS 3,12 & |
| 14 ARE EXHAUSTING AIR INTO SOME ROOM? |
| THERE IS A DESCREPANCY BETWEEN HOW |
| THE DESIGN TEAMS ARE LISTING THE |
| STAIRWELLS. SONG AND FES ARE NOT USING |
| THE SAME IDENTIFICATION SYSTEM FOR |
| STAIRWWELLS, CORRECT SO IF WE ARE |
| LOOKING FOR A STAIRWELL ON ARCHITECTUALS |
| THE SAME NOMENCLATURE WILL BE USED ON |
| THE FES PLAN. |
| |
| 22) COMMENT# 33B) THIS IS A COMMENT THAT |
| IS BKOKEN OUT FROM THE FIRST REVIEW. |
| A1.08NE AS IS SHOWN ON THE PLAN IS CODE |
| COMPLIANT, BUT A DOOR COULD EASLY BE |
| INSTALLED CREATING A SECOND BEDROOM AND |
| VIOLATION 2ND MEANS OF EGRESS BLOCKED |
| BECAUSE OF LOCKABLE DOORS. 1001.1.3. |
| |
| 23) PLANS DO NOT INDICATE COMPLIANCE |
| WITH 1012.1.11EVERY DOOR IN A STAIR |
| ENCLOSURE SERVING MORE THAN FOUR STORIES |
| SHALL PERMIT RE-ENTRY FROM THE STAIR |
| ENCLOSURE TO THE INTERIOR OF THE |
| BUILDING, OR AN AUTOMATIC RELEASE SHALL |
| BE PROVIDED TO UNLOCK ALL STAIR |
| ENCLOSURE DOORS TO PERMIT RE-ENTRY. |
| SUCH AUTOMATIC RELEASE SHALL BE |
| ACTUATED WITH THE INITIATION OF THE |
| BUILDING FIRE ALARM, FIRE DETECTION OR |
| FIRE SPRINKLER SYSTEM.THE DOOR SCHEDULE |
| SHOWS NO SUCH DEVICES. |
| |
| 24)COMMENT # 57 FROM THE PREVIOUS REVIEW |
| 412.8.1 ALL STAIRWAY DOORS WHICH ARE |
| TO BE LOCKED FROM THE STAIRWAY SIDE |
| SHALL HAVE THE CAPABILITY OF BEING |
| UNLOCKED SIMULTANEOUSLY WITHOUT |
| UNLATCHING UPON A SIGNAL FROM THE |
| CENTRAL CONTROL STATION.THE DOORS |
| SHALL BE SIMILARLY UNLOCKED UPON |
| ACTIVATION OF THE SPRINKLER SYSTEM OR |
| UPON POWER FAILURE.RESPONCE : NO DOORS |
| AT ANY STAIRWELLS ARE SCHEDULED TO BE |
| LOCKED FROM WITHIN THE BUILDING AND ONLY |
| DOORS FROM THE OUTSIDE ARE DESIGNED WITH |
| NO ACCESS EXCEPT KNOX BOXES ARE |
| SCHEDULED AT EACH EXTERIOR DOOR FOR FIRE DEPARTMENT |
| ACCESS. |
| IF THIS ISTRUE THIS MEANS YOU WILL |
| BE ABLE TO TRAVEL FROM FLOOR TO FLOOR |
| AND INTO EACH INDIVIDUAL UNIT OF THE |
| STAIR TOWER SINCE THERE IS NO PLAN FOR |
| A VESTIBULE? |
| |
| THE SECOND HALF OF THIS COMMENT WAS |
| NEVER ADDRESSED. |
| 412.8.2 TELEPHONE OR OTHER TWO-WAY COMMUNICATIONS |
| SYSTEMS CONNECTED TO AN |
| APPROVED EMERGENCY SERVICE WHICH |
| OPERATES CONTINUOUSLY SHALL BE |
| PROVIDED AT NOT LESS THAN EVERY FIFTH |
| FLOOR IN EACH REQUIRED STAIRWAYWHERE |
| OTHER PROVISIONS OF THIS CODE PERMIT THE |
| DOORS TO BE LOCKED. |
| |
| 25) COMMENT# 61 FROM THE PREVIOUS REVIEW |
| DEALS WITH HDS (HIGH DENSITY FOAM) |
| PROVIDE ADDITIONAL INFORMATION, TESTING |
| REPORT WHERE THIS PRODUCT MEETS THE |
| EXCEPTION OF 707.1 |
| |
| 26) A6.01 DETAIL# 2 EPS FOAM CORE |
| ARCHITECTURAL TRIM, SEE 1404.1.1 |
| ARCHITECTURAL TRIM ON BUILDINGS OF TYPE |
| I, II AND IVCONSTRUCTION NOT MORE |
| THAN THREE STORIES OR 40 FT (12.2 M) |
| HIGH MAY BE OFTYPE VI CONSTRUCTION, |
| AND MAY BE OF TYPE VI CONSTRUCTION ON |
| ALL BUILDINGSOF TYPE III, V AND VI CONSTRUCTION. |
| TRIM SHALL BE SECURED TO |
| THE WALLWITH METAL OR OTHER APPROVED |
| BRACKETS OR FASTENERS.WHEN |
| ARCHITECTURALTRIM IS LOCATED ALONG |
| THE TOP OF EXTERIOR WALLS, IT SHALL BE |
| COMPLETELYBACKED BY THE EXTERIOR WALL |
| AND SHALL NOT EXTEND OVER THE TOP OF |
| EXTERIOR WALLS. |
| |
| 27) A6.01 DETAIL# 3, THE RAILING DETAIL |
| FROM THE STUCCO FINISH TO THE BOTTOM OF |
| THE GLASS RAIL IS TO BE UNDER 4" NOT A |
| MAXIMUM OF 4", A 4" SPHERE IS TO REJECT |
| PASSING THROUGH. 1015.3 OPENINGS. OPEN |
| GUARDRAILS SHALL HAVE INTERMEDIATE RAILS |
| OR ORNAMENTAL PATTERN SUCH THAT A 4-INCH |
| (102 MM) DIAMETER SPHERE CANNOT PASS |
| THROUGH ANY OPENING UP TO A HEIGHT OF 34 |
| INCHES.A BOTTOM RAIL OR CURB |
| SHALL BE PROVIDED THAT WILL REJECT THE |
| PASSAGE OF 2-INCH (51 MM) DIAMETER |
| SPHERE. |
| |
| 28) SHEET A0.05 |
| 28A) THE VARIOUS FLOOR LEVELS 1-4 DO NOT |
| SHOW ANY OF THE INTERIOR WALL RATINGS ON |
| THE FULL FLOOR LAYOUT OR THE NE, C, SE, |
| SW, P, OR NW SHEETS. |
| 28B) FOR LEVELS 5-17 THE INTERIOR |
| PARTITIONS (P1-P6) ARE SHOWN BUT NOT THE |
| WALL HOUR FIRE RATING AS DEPICTED IN THE |
| LEGEND " WALL TYPE SSYMBOL LEGEND". |
| PLEASE CORRECT AND INDICATE THE WALL |
| HOUR FIRE RATING. |
| 28C) PLANS INDICATE C-1 APPEAR TO BE 2HR |
| WHILE C-2 APPEARS TO BE 1 HR, PROVIDE |
| FIRE RATING,THE PLAN INDICATES USE OF |
| 3 5/8" STUDS WHERE AS UL 420 DEPICTS 1 |
| 5/8" STUDS, PLEASE CORRECT. |
| 28D) WALL TYPE C-3 REFERS TO FBC 209.1 |
| CHAPTER 2 DEFINITIONS ONLY GOES TO 202? |
| PROVIDE U L LISTING FOR WALL ASEMBLY. |
| 28E) SAME COMMENT BUT REFERING TO WALL |
| TYPE W1 & W2 PLEASE PROVIDE UL LISTING. |
| 28F)C-5 - C-8 ALL INDICATE THE USE OF |
| C-H OR I STUDS WHILE THE UL LISTING |
| PROVIDEDUNDER THE HEADING STEEL STUDS |
| ONLY INDICATES THE USE OF C-H STUDS, |
| PLEASE CORRECT. |
| 28G) CORRECT C-7 HEADING 2HR RATED SHAFT |
| BUT REFRENCES 2 UL LISTINGS, UL 467 IS 2 |
| HR, DELETE UL 469 OR NEW HEADING FOR 1 |
| HR SEE C-8 1 HR RATING. |
| 28H) CONTROL JOINT DETAIL PROVIDE THE UL |
| LISTING FOR 1& 2 HR RATED WALLS. |
| |
| 29) A0.06 |
| 29A) COULD NOT LOCATE THE UL J973 ? |
| |
| 30)A5.01DETAIL 03. WALL C-4 INDICATES |
| 2 HR RATING WHEREAS A0.05 C4 DOESN'T |
| INDICATE THE UL WALL RATING OR PROVIDE |
| FROM THE BLOCK MANUFACTURER THE |
| EQUIVALENT THICKNESS FOR THE RATED BLOCK |
| TO BE USED. TABLE 709.3.1 |
| |
| 31) A5.02 DETAIL# 1 AHU LEFTSIDE OF PAGE |
| MATCH A1.05 NE BUT NOT THE A/C04 |
| INDICATES ACCESS FOR THE A/C UNIT |
| THROUGH THE ELEVATOR LOBBY, PLEASE |
| CORRECT. |
| |
| 32)COMMENT# 40 FROM THE PREVIOUS REVIEW, |
| 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 BE |
| SUBMITTED WITH A COVER SHEET THAT LISTS |
| THE PRODUCT IDENTITY NUMBER FROM THE |
| STATE. IF THE PRODUCT DOES NOT HAVE |
| STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| SPECIFIC FORM PER RULE 9B-72. SEE |
| ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| |
| 33)COMMENT# 41 FROM THE PREVIOUS REVIEW, |
| 41) FL BLD CODE 1606.1.5: COMPONENTS & |
| CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| TESTING REPORTS,MISSING REPORTS ARE AS |
| FOLLOWS: |
| A) WINDOWS FIXED, STOREFRONT, OPERTABLE |
| PASS THROUGHS OR GLASS BLOCK, MULLIONS |
| A1) PROVIDE A WINDOW SCHEDULE THAT |
| WILL CORRALATE TO WINDOW TYPES |
| FOUND ON A7.13-16 |
| A2) NO REPORT FOR STOREFRONT |
| A3)CASEMENT WINDOWS A2.03 HAS ZONES AS |
| |
| HIGH AS 95 & 105 BUT THE ELEVATIONS |
| DO NOT INDICATE WHAT TYPE OF |
| WINDOWS THESE ARE. THE SECOND ISSUE |
| WILL BE THE REPORT SUBMITTED IS FOR |
| LARGE MISSLE IMPACT GLAZING, WILL |
| ALL THE CASEMENT WINDOWS SUPPLIED |
| BE LARGE MISSLE SMALL MISSLE AND OR |
| ONLY RATED FOR WIND DEPENDING ON |
| THE LOCATION FROM GRADE? |
| B) EXTERIOR DOORS, SOLID, SWING, GLAZED |
| SLIDERS ROLL UP |
| B1)NO REPORTS WERE SUBMITTED FOR SOLID |
| CORE DOORS |
| C) MULLIONS BOTH VERTICAL & HORIZONTAL |
| D) SKYLIGHTS- 2 SEPERATE SKYLIGHT |
| REPORTS WERE SUBMITTED, PARAMOUNT |
| SKYLIGHT REPORT IS FOR RIDGE TYPE |
| SIMPLE SKYLIGHT, PROVIDE WHERE THIS |
| IS TO BE USED. |
| SUPER SKY LIGHT PRODUCTS ALSO HAS |
| LIMITATIONS IN MAXIMUM LIGHT SIZE OF |
| |
| 30 SQ FT LITE SIZE, CONFIGURATIONS |
| SHOWN ON SHEET B OF 7 AND DESIGN |
| PRESSURE. A2.01 THE GLASS ENCLOSURE |
| INDICATES PRESSURES OF +/-105. THIS |
| SKYLIGHT WILL REQUIRE SITE SPECIFIC |
| ENGINEERING !!!!!!!!!!!!! |
| E) EXTERIOR VENTS OR LOUVERS |
| NO PRODUCT APPROVALS WERE SUBMITTED |
| F) EXTERIOR GUARDRAILS |
| NO PRODUCT APPROVALS WERE SUBMITTED |
| G) PANEL WALL SYSTEMS: SOFFITS, EFIS |
| SYSTEMS, DENSEGLASS |
| H) ROOFING PRODUCTS/ ASSEMBLIES |
| THIS ROOF IS MISSING OR NOT IN |
| COMPLIANCE WITH THE FOLLOW ITEMS: |
| |
| _X__ CONTRACTOR DID NOT PROVIDE THE MEAN |
| |
| ROOF HEIGHT. |
| |
| _X__ CONTRACTOR DID NOT INDICATE THE |
| ROOF PITCH. |
| |
| _X__ CONTRACTOR FAILED TO INDICATE WHICH |
| SYSTEM TO BE USED. |
| |
| _X__ THE SYSTEM PROVIDED HAS A LOW |
| PRESSURE FOR ZONE _3__ . |
| |
| _X__ THE SYSTEM PROVIDED STATES |
| LIMITATION# 7, SHOULD THE FASTENER |
| RESISTANCE BE LESS THAN THAT |
| REQUIRED, AS DETERMINED BY THE |
| BUILDING OFFICIAL, A REVISED |
| FASTENER SPACING, PREPARED , SIGNED |
| AND SEALED BY A FLORIDA REGISTERED |
| PROFESSIONAL ENGINEER, REGISTERED |
| ARCHITECT OR REGISTERED ROOF |
| CONSULTANT MAY BE SUBMITTED. |
| |
| ___THE SYSTEM PROVIDED INDICATES |
| LIMITATION# 9, NO ENHANCED |
| FASTENING ALLOWED. |
| |
| 34)COMMENT# 37 FROM THE PREVIOUS REVIEW, |
| WILL REQUIRE THIS INFORMATION BEFORE |
| ISSUANCE OF PERMIT: |
| A3.04A/ A3.05A INDICATES A |
| STRUCTURAL STEEL AND GLASS SKYLIGHT TO |
| BE USED SHOW COMPLIANCE WITH: |
| 34 A)13-104.4.5 FENESTRATION ENERGY |
| RATING LABELS. ENERGY PERFORMANCE VALUES |
| (I.E.,U-FACTOR, SOLAR HEAT GAIN |
| COEFFICIENT) OF FENESTRATION PRODUCTS |
| (I.E., WINDOWS, DOORS AND SKYLIGHTS) |
| SHALL BE DETERMINED BY AN ACCREDITED, IN |
| DEPENDENT LABORATORY AND LABELED AND |
| CERTIFIED BY THE MANUFACTURER. |
| 34B) 1604.3 CONCENTRATED FLOOR LIVE |
| LOADS SKYLIGHT RIBS 200 LBS |
| 34C) MUST MEET SMALL MISSLE IMPACT |
| TESTING 30'-60' FROM THE GROUND. |
| 34D) 1707.4.2.1.1 TEST AND LABELING OF |
| SKYLIGHTS. EXTERIOR SKYLIGHTS SHALL BE |
| TESTED BY AN APPROVED INDEPENDENT |
| TESTING LABORATORY, AND SHALL BE LABELED |
| WITH AN APPROVED LABEL IDENTIFYING THE MANUFACTURER, |
| PERFORMANCE |
| CHARACTERISTICS AND APPROVED PRODUCT |
| EVALUATION ENTITY TO INDICATE COMPLIANCE |
| WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: |
| AAMA/WDMA 1600/IS7, |
| VOLUNTARY SPECIFICATION FOR SKYLIGHTS OR |
| TAS 202 (HVHZ SHALL COMPLY WITH TAS 202) 34E)2405.3.2 |
| SLOPED GLAZING.GLASS |
| SLOPED MORE THAN 15 DEGREES (0.26 RAD) |
| FROM VERTICAL IN SKYLIGHTS, SUNSPACES, |
| SLOPED ROOFS AND OTHER EXTERIOR |
| APPLICATIONS SHALL BE CHOSEN TO RESIST |
| THE APPLICABLE LOADS FOR COMPONENTS |
| AND CLADDING.THE ALLOWABLE COMBINED |
| LOAD FOR THE GLASS SHALL BE DETERMINED |
| IN ACCORDANCE WITH 2405.3.2.1 THROUGH |
| 2405.3.2.3. |
| |
| 35) COMMENT # 38FROM THE PREVIOUS REVIEW |
| PROVIDE DETAILS FROM THE PRE-CAST |
| SPECIALTY ENGINEER HOW SYSTEM ISTO BE |
| ASSEMBLED. WHAT TYPE MATERIAL IS TO BE |
| USED, FORCES TO BE RESISTED, UPLIFT, |
| LATERAL LOADS AND GRAVITY LOADS.WILL |
| REQUIRE THIS INFORMATION BEFORE ISSUANCE |
| OF THIS PERMIT. |
| |
| 36)COMMENT# 49 FROM THE PREVIOUS REVIEW, |
| A6.01 RAILING DETAIL INDICATES TWO |
| INCHES CLEAR FROM THE BOTTOM RAIL TO THE DECK.1015.3 |
| OPENINGS. A BOTTOM RAIL OR |
| CURB SHALL BE PROVIDED THAT WILL REJECT |
| THE PASSAGE OF 2-INCH (51 MM) DIAMETER |
| SPHERE.THIS CODE SECTION REQUIRES |
| REJECTION OF A 2" SPHERE, REQUIRING THE |
| OPENING TO BE LESS THAN 2". |
| |
| 37)COMMENT# 50 FROM THE PREVIOUS REVIEW, |
| 50) A6.06 MAIN GLASS CANOPY, PROVIDE |
| INFORMATION ON THE CANOPY SYSTEM. ALSO |
| PROVIDE INFORMATION ON THE GLAZING |
| SYSTEM INDICATING COMPLIANCE WITH |
| 2407.2.1 ALLOWABLE GLAZING MATERIALS. |
| THIS SYSTEM SHALL ALSO BE AN ENGINEERED |
| SYSTEM. IT DOESN,T FIT THE PARAMETERS OF |
| THE PRODUCT APPROVAL UNDER RULE 9-B, THE |
| |
| CANOPY DESIGN WILL BE SITE SPECIFIC. SEE |
| "FLORIDA.BUILDING.ORG" FOR REQUIREMENTS. |
| |
| 38)COMMENT# 54 FROM THE PREVIOUS REVIEW |
| P-2 INDICATES PLUMBING IN THE EXIT |
| TOWERS, TOWER 5 STAIR A, TOWER8 STAIR A. 1006.1.3.1 |
| PENETRATIONS INTO OPENINGS |
| THROUGH A STAIRWAY ENCLOSURE ASSEMBLY |
| ARE PROHIBITED EXCEPT FOR REQUIRED EXIT |
| DOORS, DUCTWORK AND EQUIPMENT NECESSARY |
| FOR INDEPENDENT STAIR PRESSURIZATION, |
| SPRINKLER PIPING, STANDPIPES AND |
| ELECTRICAL CONDUIT SERVING THE |
| STAIRWAY AND TERMINATING AT A STEEL BOX |
| NOT EXCEEDING 16 SQ IN. (0.010 M^2). |
| SUCH PENETRATIONS SHALL BE PROTECTED IN |
| ACCORDANCE WITH ?705.4.THERE SHALL BE NO PENETRATIONS |
| OR COMMUNICATING OPENINGS, |
| WHETHER PROTECTED OR NOT, BETWEEN |
| ADJACENT STAIR ENCLOSURES. |
| EXIT STAIRWAYS ARE RATED SHAFTS THAT |
| ARE VERTICAL OPENINGS EXTENDING THROUGH |
| ONE OR MORE STORIES IN A BUILDING. |
| STORY: THAT PORTION OF A BUILDING |
| INCLUDED BETWEEN THE UPPER SURFACE OF |
| THE FLOOR AND THE UPPER SURFACE OF THE |
| NEXT FLOOR OR ROOF ABOVE. NO SOFFITS |
| SHALL BE BUILT INTO THESE AREAS OF |
| SHAFTS EVEN IF YOU RATE THEM FOR 2 HRS. |
| THERE IS TO BE NO PENETRATIONS INTO |
| STAIRWAY ENCLOSURES EXECT FOR THOSE |
| REQUIRED FOR REQUIRED EXIT DOORS, |
| DUCTWORK, EQUIPMENT REQUIRED FOR |
| INDEPENDENT STAIR PRESSUREIZATION, |
| SPRINKLER PIPING, STANDPIPE AND |
| ELECTRICAL CONDUIT SERVING THE STAIRWAY |
| . |
| |
| 39)BEFORE A PERMIT TO CONSTRUCT, MAY |
| BE ISSUED, IMPACT FEES MUST BE PAID TO |
| PALM BEACH COUNTY. THE ACTUAL PERMIT |
| SET OF PLANS MUST BE STAMPED BY THAT |
| OFFICE, AND A COPY OF THE PAID RECEIPT |
| ATTACHED TO THE PERMIT APPLICATION. |
| PLEASE CALL (561)233-5025 FOR MORE |
| INFORMATION. |
| BUILDING PLAN REVIEW |
| JIM WITMER |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |