| Date |
Text |
| 2006-05-18 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 06040134 |
| | ADD: 2216 45TH ST |
| | CONT:O'CONNORS& TAYLOR, INC. |
| | TEL: (561)863-7349 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST 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 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. |
| | |
| | 2) PLEASE CONTACT LILI URSA MIS |
| | ADDRESSING TECHNITION FOR THE CORRECT |
| | ADDRESS. CITY RECORDS INDICATE THE |
| | CORRECT ADDRESS TO BE 2200 45TH STREET |
| | FOR THIS PARCEL. CONTACT LILI @ (561) |
| | 805-1239. |
| | |
| | 3) 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. |
| | |
| | 4)DLW ARCHITECTS- AA0002714 THE |
| | CERTIFICATE OF AUTHORIZATION IS NULL & |
| | VOID SINCE 02/28/2003. |
| | 481.219 F.S.CERTIFICATE OF |
| | AUTHORIZATION.THE TITLE BLOCK FOR ANY |
| | SHEET BEARING THE NAME OF AN ARCHITECT |
| | PRACTICING UNDER A FICTITIOUS NAME, A |
| | CORPORATION, OR A PARTNERSHIP, OFFERING |
| | ARCHITECTURAL SERVICES, SHALL INCLUDE |
| | THE CERTIFICATE OF AUTHORIZATION |
| | NUMBER.ADD THE NUMBER TO EACH SHEET. |
| | THIS MAY BE ADDED BY HAND. |
| | |
| | 5) ALL A-10 SHEETS (PRODUCT APPROVALS) |
| | THE DESIGN PROFESSIONAL FAILED TO SIGN |
| | AND SEAL THESE SHEETS. |
| | 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 |
| | |
| | 6) THIS STRUCTURE IS CONCIDERED A |
| | THRESHOLD BUILDING REQUIRING (3) OF ALL |
| | DOCUMENTS TO BE SUBMITTED TO THE |
| | BUILDING DEPARTMENT, PLANS, REVISIONS, |
| | LETTERS,AND OR SUBMITTALS,ETC |
| | |
| | 7A) 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 MIN- |
| | IMUM 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. |
| | |
| | 7B)FL S. S. 553.71(7) " THRESHOLD |
| | BUILDING" MEANING ANY BUILDING WHICH IS |
| | GREATER THAN (3) STORIES OR 50 FT IN |
| | HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN |
| | CY CLASSIFICATION AS DEINED IN THE |
| | FLORIDA BUILDING CODE WHICH EXCEEDS |
| | 5,000 SQ FT IN AREA AND AN OCCUPANT |
| | CONTENT OF GREATER THAN 500 PERSONS. |
| | 105.13.1 THE ENFORCING AGENCY SHALL |
| | REQUIRE A SPECIAL INSPECTOR TO PERFORM |
| | SRUCTURAL INSPECTIONS ON A THRESHOLD |
| | BUILDING PURSUANT TO A STRUCTURAL INSPEC |
| | TION PLAN PREPARED BY THE ENGINEER OF |
| | RECORD. THE STRUCTURAL INSPECTION PLAN |
| | MUST BE SUBMITTED TO THE ENFORCING |
| | AGENCY PRIOR TO THE ISSUANCE OF A |
| | BUILDING PERMIT FOR THE CONSTRUCTION OF |
| | A THRESHOLD BUILDING. THE PURPOSE OF |
| | THE SRUCTURAL INSPECTION PLAN IS TO |
| | PROVIDE SPECIFIC INSPECTION PROCEDURES |
| | AND SCHEDULES SO THAT THE BUILDING CAN |
| | BE ADEQUATELY INSPECTED FOR COMPLIANCE |
| | WITH THE PERMITTED DOCUMENTS. |
| | T-0.01 INSPECTION PLAN DOESN'T |
| | INDICATE ANY SHORING OR RESHORING IN THE |
| | INSPECTION PLAN, NOR LENGTH OF TIME |
| | SHORING SHOULD BE PLACED THERE. |
| | |
| | 8) SOILS REPORT SUBMITTED IS A COPY OF |
| | THE SOILS ENGINEERS' SIGNATURE. NO |
| | 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) 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) 110.2* W. P. B. ADMINISTRATIVE CODE, |
| | INFORMATION THAT IS REQUIRED FOR RECORD |
| | KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OFTHE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | D) THE DESIGN OCCUPANT LOAD, SEE 1004. |
| | E) IF AN AUTOMATIC SPRINKLER SYSTEM IS |
| | PROVIDED, WHETHER THE SPRINKLER SYSTEM |
| | IS REQUIRED. |
| | F) ANY SPECIAL STIPULATIONS & CONDITIONS |
| | OF THE BUILDING PERMIT. |
| | G) NUMBER OF UNITS |
| | H) NUMBER OF FLOORS |
| | I) NUMBER OF BEDROOMS |
| | J) NUMBER OF ROOMS |
| | K) NUMBER OF BEDROOMS |
| | L) SQ. FT. LIV SPACE/ FL |
| | M) SQ. FT. FOOTPRINT |
| | N) SQ. FT. UNDER ROOF (TOTAL) |
| | O) OCCUPANT LOAD |
| | P) FLOOD ZONE |
| | Q) MEAN ROOF HEIGTH, A-0.01 PLANS |
| | INDICATE FROM GRADE TO PLANK @ ROOF, SEE |
| | A-5.12 DETAIL# 1 TRUSSES NO CONCRETE |
| | PLANK.MEAN ROOF HEIGHT. THE AVERAGE OF |
| | THE ROOF EAVE HEIGHT AND THE HEIGHT TO |
| | THE HIGHEST POINT ON THE ROOF SURFACE, |
| | EXCEPT THAT EAVE HEIGHT SHALL BE USED |
| | FOR ROOF ANGLE OF LESS THAN OR EQUAL TO |
| | 10 DEGREES (0.1745 RAD). GREATER THAN |
| | 50'-0". |
| | |
| | 12) 1609.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | |
| | 13) 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. |
| | |
| | 14) THE DESIGNER OF RECORD PRINTING THE |
| | PRODUCT APPROVALS AS PART OF THE PLAN |
| | MAKES IT DIFFICULT TO SEE WHAT APPROVALS |
| | ARE PRESENT AND WHICH AREN'T. ALSO NOTE |
| | IF THE CONTRACTOR CHANGES OUT PRODUCTS |
| | ( A REVISION) THE PRODUCT APPROVALS |
| | PRINTED ON THE ARCHITECTURAL SHEETS WILL |
| | BE CHARGED A BASE FEE OF $50.00 AND |
| | $10.00 A PAGE WHERE AS THE PRODUCT |
| | APPROVAL ITSELF IS CHARGED A TOTAL OF |
| | $60.00. |
| | |
| | 15) FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| | PROVIDE ENERGY CALS/ W MANUAL "J". |
| | PLEASE USE THE 2004 FORMS. IF A DESIGN |
| | PROFESSIONAL PRODUCES THE ENERGY CALS, |
| | MUST BE SIGNED AND SEALED. |
| | |
| | 16A) PLANS DO NOT SHOW AN ACCESSIBLE |
| | ENTRANCE, PASSENGER LOADING ZONE, |
| | 11-4.1.2(1). FIGURE 10 ACCESS AISLE AT |
| | PASSENGER LOADING ZONE. |
| | |
| | 16B) 11-4.1.3(1) AT LEAST ONE ACCESSIBLE |
| | ROUTE COMPLYING WITH 11-4.3 SHALL |
| | CONNECT ACCESSIBLE BUILDINGS OR FACILITY |
| | ENTRANCES WITH ALL ACCESSIBLE SPACES AND |
| | ELEMENTS WITHIN THE BUILDING OR |
| | FACILITY. |
| | |
| | 17) A-0.1.1 THE PLANS DO NOT SHOW AN |
| | ACCESSIBLE ROUTE TO 45TH ST.11-4.1.2(1) |
| | AN ACCESSIBLE SITE SHALL MEET THE |
| | FOLOWING MINIMUM REQUIREMENTS: |
| | (1) AT LEAST ONE ACCESSIBLE ROUTE |
| | COMPLYING WITH SECTION 11-4.3 SHALL BE |
| | PROVIDED WITHIN THE BOUNDRY OF THE SITE |
| | FROM PUBLIC TRANSPORTATION STOPS, |
| | ACCESSIBLE PARKING SPACES, PASSENGER |
| | LOADING ZONES IF PROVIDED, AND PUBLIC |
| | STREETS OR SIDEWALKS, AND ACCESSIBLE |
| | BUILDING ENTRANCE. |
| | |
| | 18) SHEET A-0.1.1 INDICATES THERE TO BE |
| | A TOTAL OF 101 PARKING SPACES REQUIRING |
| | (5) HANDICAPPED PARKING SPACES NOT 4. |
| | SEE 11-4.1.2(5) 101-150 +5 ACCESSIBLE |
| | SPACES. |
| | |
| | 19) A-0.04A THE POOL EQUIPMENT BUILDING |
| | AND PAVILION BOTH INDICATE STRUCTURAL |
| | DETAILS ON SHEET SA3 NOT FOUND IN PLANS. |
| | ARE THESE STRUCTURES TO BE PART OF THIS |
| | PERMIT? WHAT BUILDING TYPE? |
| | |
| | 20) A-0.04A PLANS FOR THE POOL EQUIPMENT |
| | AND PAVILION BOTH INDICATE FIBERGLASS |
| | SHINGLES. SUBMIT PRODUCT APPROVALS. |
| | RULE 9B-72. |
| | |
| | 21) A-0.04B PLANS INDICATE FOOTER |
| | INFORMATION ON S1.3, ROOF FRAMING ON |
| | SHEET S2.3 & 6.1, WHERE? |
| | |
| | 22) A-0.05HEADING: RAMPS/ LANDING |
| | LENGTH SHALL BE A MINIMUM OF 60". SEE |
| | 11-4.8.4(2)ALL LANDINGS ON RAMPS SHALL |
| | BE NOT LESS THAN 60 INCHES (1524 MM) |
| | CLEAR, AND THE BOTTOM OF EACH RAMP SHALL |
| | HAVE NOT LESS THAN 72 INCHES (1829 MM) |
| | OF STRAIGHT AND LEVEL CLEARANCE. |
| | |
| | 23) A-1.01,A-2.01 & A2.02 DOOR# 142 & |
| | 142A MISSING THE 18" ON THE PULL LATCH |
| | SIDE OF DOOR. |
| | 11-4.13.6 MANEUVERING CLEARENCES |
| | AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| | AT DOORS THAT ARE NOT AUTOMATIC OR |
| | POWER-ASSISTED SHALL BE AS SHOWN IN |
| | FIG. 25. THE FLOOR OR GROUND AREA WITH |
| | IN THE REQUIRED CLEARENCES SHALL BE |
| | CLEAR & LEVEL. |
| | |
| | 24)A-1.06 DETAIL# 9 ROOF HATCH INDICATES |
| | SHEET A6.02 DETAILS 1,2,3&4 WHERE? |
| | |
| | 25)A-1.06 DETAIL# 2, DETAIL INDICATES |
| | USE OF STANDING SEAM METAL ROOF, WITH |
| | THE USE OF A CONTINIOUS VENTCOVERED WITH |
| | SHINGLES. PROVIDE THE PRODUCT APPROVALS |
| | WITH THIS TYPE OF APPROVED APPLICATION. |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 26) A-1.06 DETAIL# 10, INDICATES THE USE |
| | OF SHINGLES FOR A CRIKET, IS THIS ALSO |
| | TO BE USED WITH A STANDING SEAM METAL |
| | ROOF, IF SO PROVIDE THE PRODUCT APPROVAL |
| | WITH THIS TYPE OF APPLICATION. |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 27) A-1.06 DETAIL# 7 IS FOR THE ACCESS |
| | LADDER MISSING ANCHOR LENGTH? PROVIDE A |
| | SECTION THROUGH, HOW FAR DOES THE LADDER |
| | AND SIDE RAILS RUN WITHIN AN INCH OF THE |
| | ROOF HATCH? |
| | |
| | 28) A2.01 DOOR# 112,114& 116 SEE: |
| | 1008.1.8.8 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 INCHES (178 MM) INTO THE REQUIRED |
| | WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY |
| | OR LANDING, WHEN FULLY OPEN. |
| | |
| | 29) A-2.01 GUEST ROOM DOORS 115& 115A, |
| | PLANS DO NOT PROVIDE THE INFORMATION ON |
| | THE EXTERIOR SIDE DOOR LANDING. |
| | 11-4.13.6 MANEUVERING CLEARENCES |
| | AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| | AT DOORS THAT ARE NOT AUTOMATIC OR |
| | POWER-ASSISTED SHALL BE AS SHOWN IN |
| | FIG. 25. THE FLOOR OR GROUND AREA WITH |
| | IN THE REQUIRED CLEARENCES SHALL BE |
| | CLEAR & LEVEL. |
| | |
| | 30) A-2.02 LAUNDRY CHUTE PROVIDE |
| | INFORMATION AS TO THE ACTUAL LAUNDRY |
| | CHUTE AND ACCESS DOORS THAT ARE BUILT |
| | INTO THE CHUTE. |
| | |
| | 31) 707.13.1 REFUSE AND LAUNDRY CHUTE |
| | ENCLOSURES. |
| | A SHAFT ENCLOSURE CONTAINING A REFUSE OR |
| | LAUNDRY CHUTE SHALL NOT BE USED FOR ANY |
| | OTHER PURPOSE AND SHALL BE ENCLOSED IN |
| | ACCORDANCE WITH SECTION 707.4 . OPENINGS |
| | INTO THE SHAFT, INCLUDING THOSE FROM |
| | ACCESS ROOMS AND TERMINATION ROOMS, |
| | SHALL BE PROTECTED IN ACCORDANCE WITH |
| | THIS SECTION AND SECTION 715 . OPENINGS |
| | INTO CHUTES SHALL NOT BE LOCATED IN EXIT |
| | ACCESS CORRIDORS. OPENING PROTECTIVES |
| | SHALL BE SELF-CLOSING OR |
| | AUTOMATIC-CLOSING UPON THE ACTUATION OF |
| | A SMOKE DETECTOR INSTALLED IN ACCORDANCE |
| | WITH SECTION 907.10 , EXCEPT THAT |
| | HEAT-ACTIVATED CLOSING DEVICES SHALL BE |
| | PERMITTED BETWEEN THE SHAFT AND THE |
| | TERMINATION ROOM. |
| | |
| | 32)A-2.02 LAUNDRY CHUTE ALSO HAS A |
| | WALL CUT SECTION W-11 INDICATING A 2 HR |
| | WALL, A-5.14 PROVIDES A SECTION THROUGH |
| | THE LAUNDRY CHUTE BUT THE SHAFT IS |
| | INTERRUPTED AT FLOOR LEVEL LOSING THE 2 |
| | HR RATING AS DEPICTED. |
| | |
| | 33) A-2.02 THE LAUNDRY ROOM ALSO DOESN'T |
| | INDICATE A DOOR TO THE TERMINATION ROOM |
| | OF THE LAUNDRY CHUTE? |
| | |
| | 34) A-2.11 THE 2 BEDROOM ACCESIBLE UNIT |
| | IS MISSING THE 3'-0" CLEAR BETWEEN BEDS. |
| | 11-9.2.2(1). AT THE FOOT OF THE KING |
| | SIZE BED THERE IS LESS THAN 36". |
| | 11-9.2.2(2). |
| | |
| | 35) A2-11 THE SAME 2 BEDROOM ACCESSIBLE |
| | UNIT THE KITCHEN SINK NEEDS TO BE |
| | ACCESSIBLE ALSO.11-9.2.2(2)AN |
| | ACCESSIBLE ROUTE COMPLYING WITH SECTION |
| | 11-4.3 SHALL CONNECT ALL ACCESSIBLE |
| | SPACES AND ELEMENTS, INCLUDING |
| | TELEPHONES, WITHIN THE UNIT, SLEEPING |
| | ROOM, OR SUITE. |
| | |
| | 36) A-2.11 ONE BEDROOM ACCESSIBLE KING |
| | MISSING A CLEAR 36" PATH TO THE CLOSET. |
| | 11-9.2.2(4)(4) IF FIXED OR BUILT-IN |
| | STORAGE FACILITIES SUCH AS CABINETS, |
| | SHELVES, CLOSETS, AND DRAWERS ARE |
| | PROVIDED IN ACCESSIBLE SPACES, AT LEAST |
| | ONE OF EACH TYPE PROVIDED SHALL CONTAIN |
| | STORAGE SPACE COMPLYING WITH SECTION |
| | 11-4.25 . ADDITIONAL STORAGE MAY BE |
| | PROVIDED OUTSIDE OF THE DIMENSIONS |
| | REQUIRED BY SECTION 11-4.25 . |
| | |
| | 37) THE SAME SITUATION WITH THE KITHCEN |
| | SINK, IN CORNER CAN'T MAKE A FRONTAL |
| | APPROACH REQUIRES 30" CLEAR, 15" |
| | CENTERLINE OF SINK. |
| | 11-4.24.2 SINKS, HEIGHT. SINKS SHALL |
| | BE MOUNTED WITH THE COUNTER NO HIGHER |
| | THAN 34" ABOVE THE FINISH FLOOR. |
| | 11-4.24.3 KNEE CLEARENCE THAT IS AT |
| | LEAST 27" HIGH 30" WIDE, AND 19" DEEP |
| | SHALL BE PROVIDED UNDERNEATH SINKS. |
| | |
| | 38) A-5.10 INDICATES VARIOUS WINDOWS AND |
| | DETAIL A3/ A9.08 THAT DO NOT HAVE |
| | ADEQUATE ATTACHMENT WHERE DEPICTD IN THE |
| | PLANS. THEY DO NOT HAVE FASTENING INTO |
| | STRUCTURAL MEMBERS INSTALLED AS |
| | ILLUSTRATED. |
| | |
| | 39) A-5.11 DETAIL 6 & 6A: |
| | 39A) BRICK VENEER/ CULTURED STONE: THE |
| | 6"CLEAR INSPECTION SPACE OF THE |
| | FOUNDATION SIDEWALL EXTERIOR EXIST |
| | BETWEEN THE VENEER AND THE TOP OF ANY |
| | SOIL, SOD, MULCH OR OTHER ORGANIC |
| | LANDSCAPING COMPONENT, DECK, APRON, |
| | PORCH, WALK OR ANY OTHER WORK |
| | IMMEDIATELY ADJACENT TO OR ADJOINING THE |
| | STRUCTURE. |
| | 1405.3.2 MASONRY. |
| | FLASHING AND WEEPHOLES SHALL BE LOCATED |
| | IN THE FIRST COURSE OF MASONRY ABOVE |
| | FINISHED GROUND LEVEL ABOVE THE |
| | FOUNDATION WALL OR SLAB, AND OTHER |
| | POINTS OF SUPPORT, INCLUDING STRUCTURAL |
| | FLOORS, SHELF ANGLES AND LINTELS WHERE |
| | ANCHORED VENEERS ARE DESIGNED IN |
| | ACCORDANCE WITH SECTION 1405.5 . |
| | |
| | 39B)DETAIL 5A)EFIS SYSTEMS,2603.9.2 |
| | CLEARANCE BETWEEN EARTH AND FOAM |
| | PLASTICS APPLIED TO THE EXTERIOR WALL |
| | SHALL BE NOT LESS THAN 6 INCHES (152 |
| | MM). NOTE DETAIL 6A) DOESN'T INDICATE |
| | USE OF EFIS BUT THE USE OF 7/8" STUCCO? |
| | |
| | 39C) PLANS DO NOT INDICATE COMPLIANCE |
| | WITH ANCHORAGE TO METAL STUD WALL. |
| | 1405.5 ANCHORED MASONRY VENEER. |
| | ANCHORED MASONRY VENEER SHALL COMPLY |
| | WITH THE PROVISIONS OF SECTIONS 1405.5 , |
| | 1405.6 , 1405.7 AND 1405.8 AND SECTIONS |
| | 6.1 AND 6.2 OF ACI 530/ASCE 5/TMS 402. |
| | |
| | 40) SHEET A-10.XX PRODUCT APPROVALS |
| | PLEASE SUBMIT PRODUCT APPROVALS IN THE |
| | BROCHURE FORM, IF ON ARCHITECTURAL |
| | SHEETS THEY MUST BE SEALED. |
| | 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 S S 61G15-23.002 |
| | NOTE IF A REVISION COMES IN FOR CHANGE |
| | OF A SYSTEM YOU WILL BE CHARGES $50BASE |
| | FEE AND AN ADDITIONAL $10.00 PER SHEET. |
| | PRODUCT APPROVAL REVISION THAT COEMS IN |
| | IN BROCHURE FORM IS CHARGED BASE FEE OF |
| | $50.00 AND AN ADDITIONAL $10.00. |
| | |
| | 41)PRODUCT APPROVALS SUBMITTED ARE |
| | EITHER FILED UNDER THE 2001 FBC OR THEY |
| | WERE FILED WITH REPORTS THAT HAD BEEN |
| | SUBMITTED UNDER THE FBC 2004 CODE AND |
| | WERE PULLED BECAUSE THEY DIDN'T STATE |
| | THE CODE EDITION. NONE OF THE REPORTS |
| | THAT WERE SUBMITTED ARE ON THE FL WEB |
| | SITE CURRENTLY!!!! |
| | 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 |
| | B) WINDOWS HORIZONTAL SLIDERS |
| | C) WINDOWS SINGLE HUNG |
| | D) GLAZED DOORS |
| | E) STEEL DOORS |
| | F) WALL LOUVERS |
| | G) TRUSS TIES |
| | H) HARDI-PLANK |
| | I) EFIS SYSTEMS NOT SYSTEMS LIMITATIONS |
| | |
| | FOR HORIZONTAL USE |
| | J) DENSE-GLASS |
| | K) ASPHALT SHINGLES |
| | L) NON-STURTURAL METAL ROOFING |
| | M) FLAT ROOF - NO INFORMATION WAS |
| | SUBMITTED AT ALL. |
| | NOTE HIGHLIGHT WHICH SUB-SYSTEM THAT |
| | WILL BE USED. NOTE IF LIMITATION |
| | NUMBER 7 OR 9!!!!!!!!! |
| | |
| | 42) JAMES HARDI PLANK WHEN CONTRACTOR |
| | SUBMITS THE UPDATED REPORT HIGHLIGHT |
| | WHICH SYSTEM IS TO BE USED AND FASTENING |
| | DEVICE IN THE WIND SPEED TABLES. |
| | |
| | 43) A5.14 DETAIL# 1 LAUNDRY CHUTE, THIS |
| | DETAIL IS MISSING THE 2 HR RATING |
| | BETWEEN FLOORS. |
| | |
| | 44) S-0.01 SPECIFIC LOADS: ROOF, THERE |
| | IS NO BOTTOM CHORD LIVE LOADOF 10 PSF, |
| | TABLE 1607.1. |
| | |
| | 45) S-0.01 WIND LOAD MISSING THE YEAR |
| | UNDER ASCE 7-XX. |
| | |
| | 46) S-0.02 BASIS OF DESIGN WRONG YEAR |
| | FOR ASCE 7-98. |
| | |
| | 47) S-0.02 OPENING FASTENING CHART THE |
| | WRONG WIND ZONE, INDICATES 110/120. |
| | |
| | 48) S-0.03 THERE IS (3) CHARTS ON THE |
| | LEFT SIDE OF THE PAGE ALL QUOTING THE |
| | WRONG CODE SECTIONS. |
| | |
| | 49) S-1.04 PROVIDE THE TRUSS LAYOUT FOR |
| | THIS BUILDING WITH THE LOADS TO BE |
| | IMPOSED, UPLIFT, LATERAL AND GRAVITY. |
| | PROVIDE WHAT TYPE OF ANCHOR AND THE |
| | LOADS LISTED IN THE MANUFACTURERS |
| | BROCHURE.S-2.02 ALSO INDICATES SEE TRUSS |
| | MANUFACTURER FOR TRUSS LAYOUT. THE |
| | DESIGNER OF RECORD PROVIDES THE LAYOUT, |
| | THE TRUSS MANUFACTURER PROVIDES THE |
| | DETAILED SHOP DRAWINGS. THE DESIGNER OF |
| | RECORD TO REVIEW AND APPROVE THE SHOP |
| | TRUSS DRAWINGS. |
| | |
| | 50) S-6.03DETAIL "F" BASE PLATE, MISSING |
| | THE THICKNESS OF THE TOP AND BOTTOM |
| | COLUMN PLATE? |
| | |
| | 51) S-1.01 FRONT ENTRY AT DOUBLE SET OF |
| | DOUBLE DOORS, PLANS DO NOT PROVIDE A |
| | FOUNDATION DETAIL, OR CROSS SECTION |
| | INDICATING THE FOUNDATION FOR THIS |
| | SECTION. |
| | |
| | 52) S-2.01 DISCREPANCY DETAILS A& B BOTH |
| | INDICATE METAL & WOOD TRUSSES? |
| | |
| | 53) BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY. THE ACTUAL PERMIT |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | |
| | |
| | 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. |
| | |
| | |
