| Date |
Text |
| 2006-04-18 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT:06020120 |
| | ADD:719 EXECUTIVE CTR DR ENCLOSED |
| | PARKING GARAGE |
| | CONT:PARKING BUILDERS, L.L.C. |
| | TEL: (918)252-7275 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT:06020120 |
| | ADD: 719 EXECUTIVE CENTER DR |
| | CONT: PARKING BUILDERS |
| | TEL: (918)252-7275 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1)*******VERY IMPORTANT NOTE******** |
| | 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. |
| | |
| | 2) FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT BEFORE A |
| | PERMIT WILL BE ISSUED. NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OF |
| | COMMENCEMENT IS NOT ACTUALLY COMMENCED |
| | WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. |
| | 105.8* PROVIDE NOC RECORDED WITH THE |
| | CLERK OF COURT BEFORE A PERMIT CAN BE |
| | ISSUED. |
| | |
| | 3A)109.3.7*THIS PARTICUAL TYPE OF |
| | BUILDING WILL REQUIRE A THRESHOLD |
| | INSPECTOR.FORMS WILL NEED TO BE FILED |
| | OUT FOR THE THRESHOLD INSPECTOR, CONTACT |
| | HAROLD PISKURA, INSPECTION SERVICES |
| | MANAGER @ (561)805-6711 TO SEET UP AN |
| | APPOINTMENT. |
| | |
| | 3B) 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 THE ENFORCINGAGENCY PRIOR |
| | TO THE ISSUANCE OF A BUILDING PERMIT FOR |
| | THE CONSTRUCTION OF A THRESHOLD |
| | BUILDING.THE PURPOSE OF THE STRUCTURAL |
| | INSPECTION PLANS IS TO PROVIDE SPECIFIC |
| | INSPECTION PROCEDURES AND SCHEDULES SO |
| | THAT THE BUILDING CAN BE ADEQUATELY |
| | INSPECTED FOR COMPLIANCE WITH THE |
| | PERMITTED DOCUMENTS. |
| | |
| | 3C) 109.3.6.4.4.105.13.4.4 ALL PLANS FOR |
| | THE BUILDING WHICH ARE REQUIRED TO BE |
| | SIGNED AND SEALED BY THE ARCHITECT OR |
| | ENGINEER OF RECORD CONTAIN A STATEMENT |
| | THAT, TO THE BEST OF THE ARCHITECT'S OR |
| | ENGINEER'S KNOWLEDGE, THE PLANS AND |
| | SPECIFICATIONS COMPLY WITH THE |
| | APPLICABLE MINIMUM BUILDING CODES AND |
| | THE APPLICABLE FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTES. |
| | |
| | 3D) NOTE: SINCE THIS BUILDING WILL BE A |
| | THRESHOLD STRUCTURE SUBMIT (3) OF ALL |
| | DOCUMENTS FOR REVIEW. |
| | |
| | 3E) TWO PERMIT APPLICATIONS WERE |
| | SUBMITTED AND ONLY 3 SETS OF PLANS. |
| | NEITHER PERMIT APPLICATION INDICATES FOR |
| | WHICH BUILDING IT IS FOR, CAN'T ADDRESS |
| | THE PERMIT. 2ND WITH ONLY 3 SETS OF |
| | PLANS TO WHICH BUILDING WILL THEY BE |
| | APPLIED TOO? |
| | |
| | 4) 106.3.3* PRODUCT APPROVALS. THOSE |
| | PRODUCTS WHICH ARE REGULATED BY DCA RULE |
| | 9B-72 SHALL BE REVIEWED AND APPROVED IN |
| | WRITTING BY THE DESIGNER OF RECORD PRIOR |
| | TO SUBMITTAL FOR " JURISDICTIONAL |
| | APPROVAL", (LOCAL PRODUCT APPROVAL). |
| | |
| | 5) SITE PLAN NEEDS TO BE SUBMITTED TO |
| | ADDRESSING PERSONEL LILI URSA FOR |
| | ADDRESSING AS WELL AS NEW PLAT MAP FOR |
| | THE COMBINATION OF LOTS. LILI URSA |
| | CONTACT NUMBER IS (561)822-1239. |
| | |
| | 6) THE SURVEY DOES SHOW 2 SEPERATE LOTS |
| | WHICH APPEAR TO CUT THROUGH BULDING "B" |
| | AND BUILDING "C". A UNITY OF TITLE SHALL |
| | BE REQUIRED, TABLE 601 AND 602. |
| | |
| | 7) 110.2* W. P. B. ADMINISTRATIVE CODE, |
| | INFORMATION THAT IS REQUIRED FOR RECORD |
| | KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) SQ. FT. SPACE/ FL |
| | B) SQ. FT. FOOTPRINT |
| | C) SQ. FT. UNDER ROOF (TOTAL)FOR PARKING |
| | |
| | GARAGE INCLUDE ROOF |
| | D) OCCUPANT LOAD |
| | E ) FLOOD ZONE |
| | F) FLOOD ELEVATION |
| | G)L.O.M.R. |
| | |
| | 8) GEOTECHNICAL REPORT THAT WORK WAS |
| | PREFORMED BY ARDAMAN NEEDS TO BE AN |
| | ORIGINAL WITH SIGNATURE AND RAISED SEAL. |
| | PLANS, SPECIFICATIONS,REPORTS OR OTHER |
| | DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 9) 109.3.10* IMPACT OF CONSTRUCTION. ALL |
| | CONSTRUCTION ACTIVITY REGULATED BY THIS |
| | CODE SHALL BE PERMORMED IN A MANNER SO |
| | AS NOT TO ADVERSLY IMPACT THE CONDITION |
| | OF ADJACENT PROPERTY, UNLESS SUCH |
| | ACTIVITY IS PERMITTED TO AFFECT SAID |
| | PROPERTY PURSUANT TO A 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 HISTORICSURFACE WATER |
| | DRAINAGE FLOWS SERVING ADJACENT |
| | PROPERTIES, & MAY REQUIRE SPECIAL |
| | DRAINAGE DESIGNCOMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE PATTERNS OF THE AFFECTED |
| | SITES.ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW |
| | RESIDENTIAL DEVELOPMENET, 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 PARCELL SHALL AS A PERMIT |
| | CONDITION, PROVIDE A PROFESSIONALY |
| | 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. |
| | |
| | 10)NOTE: 109.3.10.1 HURICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENET 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 |
| | HIGHWINDS. |
| | ANY PERSONS WHO FAILS 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. |
| | |
| | 11) PULL PLANS APART SO ONLY THE PAGES |
| | THAT DEAL WITH THE NORTH BUILDING ARE IN |
| | ONE SET AND THE PAGES THAT DEAL WITH THE |
| | SOUTH BUILDING ARE IN THE OTHER SET. |
| | REMEMBER 3SETS WILL BE REQUIRED FOR EACH |
| | BUILDING. |
| | |
| | 12)SHEET A0.0 CODE REVIEW, TYPE IIA |
| | BUILDING IS LIMITED TO 5 STORIES. THE |
| | CODE REVIEW INFORMATION SHOULD ALSO |
| | INCLUDE FBC HEIGHT MODIFICATIONS FOUND |
| | IN 504.2 FOR AUTOMATIC SPRINKLER SYSTEM |
| | INCREASE. |
| | |
| | 13) A1.1 & A1.7 GROUND FLOORS FOR BOTH |
| | BUILDINGS. THEREIS A DISCREPANCY |
| | BETWEEN THE PARKING GARAGE PLANS AND THE |
| | UPDATED LOFT PLANS DATED FEB. 10,06. TWO |
| | ADDITIONAL EGRESS DOORS WERE ADDED FROM |
| | THE CORRIDOR OF THE LOFTS THAT EMPTY |
| | INTO THE PARKING GARAGE. THESE DOORS ARE |
| | NOT REFLECTED IN THE CURRENT PARKING |
| | GARAGE PLANS. |
| | |
| | 14) SHEET A1.1/ A1.3/ A1.7 & A1.8 ALL |
| | INDICATE VAN ACCESSIBLE PARKING SPACES |
| | BEING 8'-0" WIDE. A0.0 CODE REVIEW |
| | INDICATES USING FL ACCESSIBILITY CODE |
| | 2004, WHEN USING THE FL ACCESSIBILITY |
| | CODE THE PARKING SPACES ARE 12'-0" |
| | WIDEW/5'-0" ACCESS AISLE, NOT 8'-0" WIDE |
| | PARKING SPACE, SEE FIGURE 9A, CHAPTER |
| | 11, 2004 FBC. NOTE IF REVIEWED UNDER |
| | FAIR HOUSING GUIDELINE THE PARKING SPACE |
| | IS 8'-0" AND THE ACCESS AISLE FOR VANS |
| | REQUIRE AN ADDITIONAL 8'-0". |
| | |
| | |
| | 15) SHEET A1.2 INDICATES (2) VAN |
| | ACCESSIBLE PARKING SPACES, INDICATE |
| | CLEARENCE CLEAR SPACE FROM FLOOR TO THE |
| | BOTTOM OF THE PRECAST BEAMS, A5.1 |
| | INDICATES 11'-0" FROM TOP OF FLOOR TO |
| | TOP OF FLOOR. THE STRUCTURAL PLANS SCALE |
| | OUT TO BE 3'-6" WITH SLAB GIVING A CLEAR |
| | FLOOR TO BEAM BOTTOM OF 7'-6". |
| | 11-4.6.5 VERTICAL CLEARENCE- AT PARKING |
| | SPACES COMPLYING WITH SECTION 11-4.1.2 |
| | (5)(B), PROVIDE MINIMUM VERTICAL |
| | CLEARANCE OF 98 INCHES (2490 MM) AT THE |
| | PARKING SPACE AND ALONG AT LEAST ONE |
| | VEHICLE ACCESS ROUTE TO SUCH SPACES FROM |
| | SITE ENTRANCE(S) AND EXIT(S). |
| | |
| | 16) ALL HANDICAPPED PARKING SPACES: |
| | 11-4.6.2(1) ALL SPACES MUST BE LOCATED |
| | ON AN ACCESSIBLE ROUTE NO LESS THAN 44 |
| | INCHES (1118 MM)WIDE SO THAT USERS WILL |
| | NOT BE COMPELLED TO WALK OR WHEEL BEHIND |
| | PARKED VEHICLES. |
| | |
| | 17A) PLANS DO NOT PROVIDE ANY SITE |
| | DETAILS LEADING FROM THE STAIR TOWERS? |
| | EXIT DISCHARGE . THAT PORTION OF A MEANS |
| | OF EGRESS SYSTEM BETWEEN THE TERMINATION |
| | OF AN EXIT AND A PUBLIC WAY. |
| | 11-4.3.3 WIDTH. |
| | THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE |
| | ROUTE SHALL BE 36 INCHES (915 MM) EXCEPT |
| | AT DOORS (SEE SECTIONS 11-4.13.5 AND |
| | 11-4.13.6 ). IF A PERSON IN A WHEELCHAIR |
| | MUST MAKE A TURN AROUND AN OBSTRUCTION, |
| | THE MINIMUM CLEAR WIDTH OF THE |
| | ACCESSIBLE ROUTE SHALL BE AS SHOWN IN |
| | FIGURE 11-7 (A) AND FIGURE 11-7 (B). |
| | EXCEPTION: CURB RAMPS THAT ARE A PART OF |
| | A REQUIRED MEANS OF EGRESS SHALL BE NOT |
| | LESS THAN 44 INCHES (1118 MM) WIDE. |
| | |
| | 17B) A1.1 THERE IS NO DETAIL OR FLOOR |
| | SLAB ELEVATION GIVEN TO REPRESENT IF |
| | THERE IS A CHANGE IN GRADE WHERE THE |
| | PLAN INDICATES A DOUBLE LINE AROUND THE |
| | STAIR TOWERS, ENTRY INTO THE STRUCTURE, |
| | ETC? 11-4.3.3 CURB RAMPS THAT ARE A PART |
| | OF A REQUIRED MEANS OF EGRESS SHALL BE |
| | NOT LESS THAN 44 INCHES (1118 MM) WIDE. |
| | |
| | 18) SHEET A1.1 VENT CHASE: |
| | |
| | 18A) A1.1 SHAFT WALL TYPE "A" FOUND ON |
| | A6.1 NO WALL RATING OR U. L. LISTING FOR |
| | SHAFT WALL.707.4 FIRE-RESISTANCE RATING. |
| | |
| | SHAFT ENCLOSURES SHALL HAVE A FIRE |
| | RESISTANCE RATING OF NOT LESS THAN 2 |
| | HOURS WHERE CONNECTING FOUR STORIES OR |
| | MORE AND NOT LESS THAN1 HOUR WHERE |
| | CONNECTING LESS THAN FOUR STORIES. |
| | |
| | 18B) CUT SECTION THROUGH SHAFT AND TRASH |
| | ROOMSHEET A5.2 DETAIL (3) INDICATE |
| | THERE TO BE EXHAUST FANS SEE MEP PLANS , |
| | NO MECHANICALPLANS SUBMITTED. SINCE THIS |
| | TRASH ROOM COMMUNICATES WITH THE SHAFT |
| | ( NO FIRE DAMPERS) THE ROOM WILL REQUIRE |
| | A 2 HR RATING WITH 1 1/2 HR RATED DOORS, |
| | NOT THE 3/4 HR IN SCHEDULE. |
| | |
| | 18C) THE LOUVER BETWEEN THE GARAGE AND |
| | TRASHROOM WILL ALSO NEED TO HAVE FIRE |
| | DAMPERS. |
| | |
| | 19)GARAGE- SHEET A1.1 CUT SECTION FOR |
| | THE WEST ELEVATION, SEE SPC8.02 DETAIL |
| | "H". INDICATES A SINGLE FOOTING FOR BOTH |
| | BUILDINGS THE LOFTS AND PARKING GARAGE. |
| | THIS WAS A COMMENT TO THE LOFT BUILDING |
| | ON THE FIRST ROUND OF COMMENTSTHAT THE |
| | 2 BUILDINGS COULD NOT SHARE THE SAME |
| | FOUNDATION. NO GARENTEE THAT EITHER OR |
| | BOTH WILL BE BUILT THE SAME TIME. IF |
| | THIS HOLDS TRUE STRUCTURAL CRACKING MAY |
| | OCCUR SINCE THE DESIGN LOADS AND |
| | SETTLING WILL BE DIFFERENT THAN |
| | CALCULATED, CAUSING CRACKING AND OR IF |
| | THE OTHER BUILDING ISN'T BUILT ON THE |
| | SHARED FOOTER THERE WILL BE A DIFFERENCE |
| | IN THE WAY THE BUILDING WILL SETTLE. |
| | SEE LOFT BUILDING S-6 DATED 2-14-06 |
| | FOR FOUNDATION DETAIL SHOULD BE NOTED ON |
| | BOTH SETS OF PLANS THE GARAGE FOOTER AND |
| | PRECAST WALL HAVE TO BE IN PLACE BEFORE |
| | THE LOFT FOUNDATION CAN BE STARTED. |
| | |
| | 20) THE NEXT COMMENT DEALS WITH THE |
| | BUILDINGS HEIGHT. SEE DEFINITION: |
| | HEIGHT , BUILDING. THE VERTICAL DISTANCE |
| | FROM GRADE PLANE TO THE AVERAGE HEIGHT |
| | OF THE HIGHEST ROOF SURFACE. |
| | |
| | GRADE PLANE. A REFERENCE PLANE |
| | REPRESENTING THE AVERAGE OF FINISHED |
| | GROUND LEVEL ADJOINING THE BUILDING AT |
| | EXTERIOR WALLS. WHERE THE FINISHED |
| | GROUND LEVEL SLOPES AWAY FROM THE |
| | EXTERIOR WALLS, THE REFERENCE PLANE |
| | SHALL BE ESTABLISHED BY THE LOWEST |
| | POINTS WITHIN THE AREA BETWEEN THE |
| | BUILDING AND THE LOT LINE OR, WHERE THE |
| | LOT LINE IS MORE THAN 6 FEET (1829 MM) |
| | FROM THE BUILDING, BETWEEN THE BUILDING |
| | AND A POINT 6 FEET (1829 MM) FROM THE |
| | BUILDING. |
| | |
| | SHEET A2.1 INIDCATES A 2'-0" DIFFERENCE |
| | IN GRADE, SAID PLAN ALSO INDICATES A |
| | ROOF HEIGHT OF 74'-0" ALTHOUGH A1.6 ALSO |
| | SHOWS A 78.49' ROOF HEIGHT. |
| | |
| | THE ISSUE IS WHAT IS THE TRUE HEIGHT OF |
| | THE BUILDING. THE FIRE DEPARTMENT TO |
| | FIGHT A FIRE HAS CLEAR ACCESS ONLY ON |
| | ONE SIDE. TO DETERMINE THE AVERAGE GRADE |
| | PLANE THIS ELEVATION SHALL BE TAKEN |
| | 6'-0" OUTSIDE OF THE LOFT UNITS. PLEASE |
| | PROVIDE SITE PLAN WITH CALCULATIONS FOR |
| | GRADE. |
| | |
| | THE SECOND ISSUE WILL BE FOR THE |
| | DESIGNER TO ALSO FIGURE THE AVERAGE |
| | HEIGHT OF HIGHEST ROOF SURFACE. PROVIDE |
| | CALCULATIONS. |
| | |
| | THE RESULTS OF THIS EXERCISE PLUS THE |
| | ADDITIONAL HEIGHT REQUIREMENT FROM |
| | COMMENT (15) MAY PUT THIS BUILDING INTO |
| | THE REQUIREMENTS FOR HIGHRISE SECTION |
| | 403 OF 2004 FBC. |
| | |
| | 21)A1.1 DOOR N103 FPL VAULT INDICATES |
| | USE OF 3HR RATED DOOR FRAME WITH 45MIN |
| | LOUVERED DOORS? |
| | |
| | 22) SHEET A1.1A INDICATES ADETENTION |
| | POND, THE WALL CLOSEET TO THE BOTTOM OF |
| | THE PAGE THE WEST WALL INDICATES A WALL |
| | OPENING, THIS IS A FIRE WALL, PLEASE |
| | EXPLAIN RATIONALE? |
| | |
| | 23) SHEET A1.3 PLANS INDICATE A DOOR |
| | IN EACH FIRE WALL. THE DOORS ARE NOT |
| | GIVEN ANY DESIGNATION OR MARKING AND CAN |
| | NOT CONCLUDE FIRE RATING OF DOORS AND |
| | FRAMES. |
| | 705.6.1 STEPPED BUILDINGS . |
| | WHERE A FIRE WALL SERVES AS AN EXTERIOR |
| | WALL FOR A BUILDING AND SEPARATES |
| | BUILDINGS HAVING DIFFERENT ROOF LEVELS, |
| | SUCH WALL SHALL TERMINATE AT A POINT NOT |
| | LESS THAN 30 INCHES (762 MM) ABOVE THE |
| | LOWER ROOF LEVEL, PROVIDED THE EXTERIOR |
| | WALL FOR A HEIGHT OF 15 FEET (4572 MM) |
| | ABOVE THE LOWER ROOF IS NOT LESS THAN |
| | 1-HOUR FIRE-RESISTANCE-RATED |
| | CONSTRUCTION FROM BOTH SIDES WITH |
| | OPENINGS PROTECTED BY ASSEMBLIES HAVING |
| | A ?-HOUR FIRE PROTECTION RATING. |
| | |
| | 24A) SHEET A1.3 ELEVATED WALKWAYS NOT |
| | PART OF THIS PERMIT, BUT NOTE # 3 DOORS |
| | BY OTHERS, WILL A SEPERATE PERMIT BE |
| | TAKEN OUT FOR THESE DOORS AS WELL? |
| | |
| | 24B) WITH BUILDINGS BEING PHASED AND |
| | C.O.'S BEING ISSUED AT DIDDERENT TIMES |
| | HOW WILL THIS OPENING BE SEALED OFF IF |
| | THE ELEVATED WALKWAY HASN'T BEEN BUILT |
| | AND ITS TIME TO C.O. THE PARKING GARAGE. |
| | |
| | 24C) THIS SAME DOOR WILL REQUIRE A 1 1/2 |
| | HR PROTECTIVE (706.7) SEE FIGURE3104.5 |
| | PEDESTRIAN WALKWAY BUILDING INTERFACE. |
| | |
| | 24D) NOTE (NOT PART OF THIS PERMIT) |
| | ELEVATED COVERED PEDESTRIAN |
| | WALKWAYS, SEE 3104.9 FOR EXIT ACCESS |
| | TRAVEL. |
| | |
| | 25) A1.5 STAIRWELLS, 1022.3 OPEN SIDE. |
| | EXTERIOR EXIT RAMPS AND STAIRWAYS |
| | SERVING AS AN ELEMENT OF A REQUIRED |
| | MEANS OF EGRESS SHALL BE NOT LESS THAN |
| | 50 PERCENT OPE N ON ONE SIDE. OUTSIDE |
| | STAIRS SHALL BE ARRANGED TO RESTRICT THE |
| | ACCUMULATION OF SMOKE. SEE CODE |
| | COMMENTARY TO BE CONSIDERED OPEN STAIRS, |
| | THE OPENINGS ON EACH AND EVERY FLOOR AND |
| | LANDING MUST TOTAL 50% GREATER ON ONE |
| | SIDE. |
| | |
| | 26) SHEET A5.4 DETAILS REFER BACK TO |
| | STRUCTURAL SHEETS FOR STEEL FRAMING |
| | SECTION 9 & 12. |
| | |
| | 27) SHEET A5.4 SAME DETAILS INDICATE USE |
| | OF 5/8" PLYWOOD DECKING. TABLE 601 NOTE |
| | (2)(II) ALLOWS FRTW FIRE RETARDANT |
| | TREATED WOOD TO BE USED AS PART OF THE |
| | ROOF CONSTRUCTION SYSTEM. |
| | |
| | 28) PLANS INDICATE USE OF AWNINGS ON |
| | THE EXTERIOR OF THE BUILDING IN THE OPEN |
| | POSITION.PROVIDE AN ENGINEERS REPORT |
| | FOR THIS TYPE OF APPLICATION , |
| | INDICATING THESE ARE TO BE CONSIDERED IN |
| | THE OPEN POSITION IN A HIGH WIND EVENT. |
| | PROVIDE ALSO THE ANCHORING REQUIRED FOR |
| | KEEPING THE AWNINGS FROM BECOMING |
| | DETATCHED FROM THE BUILDING. |
| | |
| | 29) A5.4 DETAIL DETAIL# 9 PROVIDE |
| | COMPLIANCE WITH ATTACHMENT OF 2X4 FOR |
| | RIDGE AND HIP TILE, SHOW COMPLIANCE WITH |
| | |
| | 1507.3.8 FRSA/RTI 0730/08-05 TABLE 11 |
| | FOR 140 MPH. |
| | |
| | 30) SHEET A5.4VAARIOUS DETAILS |
| | INDICATE FOAM ON THE EXTERIOR OF |
| | BUILDING AS TRIM.1406.2.2 |
| | ARCHITECTURAL TRIM . |
| | IN BUILDINGS OF TYPE I, II, III AND IV |
| | CONSTRUCTION THAT DO NOT EXCEED THREE |
| | STORIES OR 40 FEET (12 192 MM) IN HEIGHT |
| | ABOVE GRADE PLANE, EXTERIOR WALL |
| | COVERINGS SHALL BE PERMITTED TO BE |
| | CONSTRUCTED OF WOOD WHERE PERMITTED BY |
| | SECTION 1405.4 OR OTHER EQUIVALENT |
| | COMBUSTIBLE MATERIAL. COMBUSTIBLE |
| | EXTERIOR WALL COVERINGS, OTHER THAN |
| | FIRE-RETARDANT-TREATED WOOD COMPLYING |
| | WITH SECTION 2303.2 FOR EXTERIOR |
| | INSTALLATION, SHALL NOT EXCEED 10 |
| | PERCENT OF AN EXTERIOR WALL SURFACE AREA |
| | WHERE THE FIRE SEPARATION DISTANCE IS 5 |
| | FEET (1524 MM) OR LESS. ARCHITECTURAL |
| | TRIM THAT EXCEEDS 40 FEET (12 192 MM) IN |
| | HEIGHT ABOVE GRADE PLANE SHALL BE |
| | CONSTRUCTED OF APPROVED NONCOMBUSTIBLE |
| | MATERIALS AND SHALL BE SECURED TO THE |
| | WALL WITH METAL OR OTHER APPROVED |
| | NONCOMBUSTIBLE BRACKETS. |
| | |
| | 31) 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 |
| | |
| | 32)1609.1.4 PROTECTION OF OPENINGS. |
| | IN WIND-BORNE DEBRIS REGIONS, EXTERIOR |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IN THE LOWER 60 FEET (18.3 M) IN |
| | BUILDINGS SHALL BE ASSUMED TO BE |
| | OPENINGS AND THE BALANCE OF GLAZED |
| | OPENINGS IN THE REST OF THE BUILDING |
| | SHALL BE ASSUMED TO BE ZERO UNLESS SUCH |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IS IMPACT RESISTANT OR PROTECTED WITH AN |
| | IMPACT RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ASTM E 1886 AND |
| | ASTM E 1996, OR MIAMI-DADE TAS 201, 202 |
| | AND 203 REFERENCED THEREIN AS FOLLOWS: |
| | 1.GLAZED OPENINGS LOCATED WITHIN 30 |
| | FEET (9.1 M) OF GRADE SHALL MEET THE |
| | REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2.GLAZED OPENINGS LOCATED MORE THAN |
| | 30 FEET (9.1 M) ABOVE GRADE SHALL MEET |
| | THE PROVISIONS OF THE SMALL MISSILE |
| | TEST. |
| | FL BLD CODE 1609.1.4: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) EXTERIOR DOORS HOLLOW STEEL |
| | B) EXTERIOR DOORS LOUVER STEEL |
| | C) TRUSS ANCHORS |
| | D) ROOFING ASSEMBLIES |
| | E) LOUVERS |
| | |
| | 33) ADDITION TO COMMENT# 27, ENGINEER |
| | WILL NEED TO PROVIDEFRTW PLYWOOD |
| | ATTACHMENT TO METAL TRUSS ASSEMBLY. |
| | ZONES 1,2,3. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | |
| | |
| | 34) |
