| Date |
Text |
| 2007-05-16 10:29:10 | |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 06111067 |
| | ADD: 2437 METROCENTRE BLVD |
| | CONT: AUTOBUILDERS |
| | TEL: (561)310-7735 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | SPRINGHILL SUITES BY MARIOTT |
| | FIVE STORY/ 130 UNITS |
| | |
| | 2NDREVIEW |
| | ACTION: DENIED |
| | |
| | NOTE, THIS REVIEW IS FOR SPRINGHILL SUITES BUT THE |
| | RESPONCE COMENTS ARE |
| | HOMEWOOD SUITES!!!!!!!!!!!!!!! |
| | |
| | 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)FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF |
| | THE COURT. |
| | NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS |
| | NOT ACTUALLY |
| | COMMENCED WITHIN 90 DAYS AFTER THE RECORDING THEREOF, |
| | SUCH NOTICE IS |
| | NULL & VOID. NOTE: 713.13(6)THE POSTING OF THE NOTICE |
| | OF COMMENCEMENT |
| | AT THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 802.2.1 QUESTIONABLE SOIL. WILL REQUIRE (3) SIGNED AND |
| | SEALED ORIGINALS. |
| | |
| | WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN |
| | DOUBT, OR WHERE |
| | A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS |
| | CODE IS CLAIMED, |
| | THE BUILDING OFFICIAL SHALL REQUIRE THAT THE NECESSARY |
| | INVESTIGATION BE MADE. |
| | SUCH INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF |
| | SECTIONS |
| | 1802.4 THROUGH 1802.6 . |
| | |
| | 4)2ND REQUEST,ADMINISTRATIVE CODE109.3.6 |
| | THIS BUILDING IS CONSIDERED A THRESHOLD BUILDING, |
| | REQUIRING THREE SETS |
| | OF ALL DOCUMENTS TO BE SUBMITTED TO THE BUILDING |
| | DEPARTMENT, PLANS, |
| | REPORTS, SUBMITTALS AND OR PRODUCT APPROVALS. |
| | |
| | 5)2ND REQUEST, THE THRESHOLD INSPECTION PLAN IS NOT |
| | TO BE A GUIDE |
| | BUT EXPLICIT INSTRUCTIONS DESIGN BY THE ENGINEER OF |
| | RECORD FOR THE THRESHOLD |
| | INSPECTOR TO FOLLOW. SINCE THIS IS A DOCUMENET |
| | CREATED |
| | BY THE ENGINEER IT IS TO BE SIGNED AND SEALED.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 |
| | STRUCTURAL INSPECTIONS ON A THRESHOLD |
| | BUILDING PURSUANT TO A STRUCTURAL |
| | INSPECTION 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 STRUCTURL INSPECTION |
| | PLAN IS TO PROVIDE SPECIFIC INSPECTION |
| | PROCEDURES AND SCHEDULES SO THAT THE |
| | BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE |
| | WITH THE PERMITTED DOCUMENTS. |
| | |
| | 6)2ND REQUEST, |
| | 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. |
| | |
| | 7)COMPLIED. |
| | |
| | 8) 2ND REQUEST, I COULD NOT LOCATE A PLAN ANY PLAN |
| | AG002, |
| | THERE IS NO SUCH SHEET IN THE INDEX?109.3.10* IMPACT |
| | OF CONSTRUCTION. |
| | ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PERMORMED 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 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 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 PARCELL 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. |
| | |
| | 9)2ND REQUEST, I COULD NOT LOCATE A PLAN |
| | ANY PLAN AG002, THERE IS NO SUCH SHEET IN THE INDEX? |
| | 109.3.10.1 HURICANE 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 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. |
| | |
| | 10) 2ND REQUEST, PRINTING THE ARCHITECTS NAME COMPLIES |
| | WITH COMMENT# 11. |
| | PFVS NEEDS TO BE REGISTERED WITH THE STAT AS A DBA |
| | "DOING BUSINESS AS" AND ALSO REGISTERED AS AN |
| | ARCHITECTURAL BUSINESS!!!!!! |
| | PFVS ARCHITECTURE PLANNING AND INTERIORS |
| | IS MISSING THE FIRMS CERTIFICATE OF AUTHORIZATION. |
| | 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. |
| | |
| | 11)COMPLIED. |
| | |
| | 12) 2ND REQUEST SHEET G.000 THIS SHEET INDICATES |
| | NIELSEN STRUCTURAL ENGINEERING |
| | AS ONE OF THE FIRMS WORKING ON THIS PROJECT BUT THEY |
| | ARE NOT NOTED ON THE STRUCTURAL SHEETS?106.1.2* IF |
| | NEILSEN STRUCTURAL ENGINEERING IS THE DESIGNER FOR THIS |
| | STRUCTURE THEY ARE THE ENGINEERING OF RECORD AND SINCE |
| | THEY ARE A ENGINEERING BUSINESS A CERTIFICATE OF |
| | AUTHORIZATION IS REQUIRED. |
| | 471.023 FS CERTIFICATE OF AUTHORIZATION.THE TITLE |
| | BLOCK FOR ANY SHEET BEARING THE NAME OF AN ENGINEER |
| | PRACTICING UNDER A FICTITIOUS NAME, A CORPORATION, OR A |
| | PARTNERSHIP, OFFERING ENGINEERING SERVICES, SHALL |
| | INCLUDE THE |
| | CERTIFICATE OF AUTHORIZATION NUMBER. ADD THE NUMBER TO |
| | EACH SHEET.THIS MAY BE ADDED BY HAND. |
| | |
| | 13) 2ND REQUEST, COMMENT NOT EVEN SHOWN ON THE COMMENT |
| | SHEET!!! |
| | SHEET G-000 |
| | 13A) 2ND RESPONCE, WHEN OVER 50 SPRINKLER HEADS ARE |
| | REQUIRED, THE SYSTEM IS TO BE DESIGNED BY A ENGINEER!! |
| | AGAIN FLORIDA STATUTES REQUIRE THE FIRE SPRINKLER PLANS |
| | TO BE PART OF THE |
| | PERMIT PACKAGE. |
| | THE PROJECT INDICATES THIS TO BE A (5) STORY, TYPE I-B |
| | SPRINKLERED BUILDING, THERE ARE NO PLANS FOR FIRE |
| | SPRINKLERS IN THE PLANS. FL S S 553.895(2) REQUIRES |
| | BUILDINGS 3 STORIES OR MORE TO HAVE FIRE SPINKLERS, |
| | SUBMIT PLANS FOR REVIEW BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | |
| | 14) SHEET A-401, COMPLIED. |
| | 14B) NEW COMMENT THE ACCESS AISLE FOR THE DISSABLED |
| | PARKING DOES NOT SHOW A CURB CUT OR THE SIDEWALKS |
| | HAVING SLOPE DOWN TO THE ACCESS AISLE. |
| | |
| | 15) 2ND REQUEST RESPONCE INDICATED SEE CHANGES ON |
| | A-401, NO CHANGE INDICATED, |
| | SHEET A-401, THE FRONT ENTRY DOORS (VESTIBULE) APPEAR |
| | TO BE HORIZONTAL SLIDING DOORS, |
| | PLEASE PROVIDE INFORMATION FOR MANUAL LY OPERATED |
| | (BREAK AWAY) IF LOSS OF POWER. SECTION 1008.1.3.3. |
| | |
| | |
| | 16) SHEET A-101: |
| | 16A-C) COMPLIED. |
| | |
| | 16D) 2ND REQUEST, ROOM 136C LAUNDRY TERMINATION ROOM, |
| | THE ROOM REQUIRES A 1 HR FIRE RATING SHEET A-401 |
| | ENLARGED PLAN IS MISSING RATED WALLS.707.13.4. 707.13.2 |
| | MATERIALS. A SHAFT ENCLOSURE CONTAINING A REFUSE OR |
| | LAUNDRY CHUTE SHALL BE CONSTRUCTED OF MATERIALS AS |
| | PERMITTED BY THE BUILDING TYPE OF CONSTRUCTION. 16D)(1) |
| | PLEASE PROVIDE THE BLOCK WALL EQUIVALENT THICKNESS, SEE |
| | TABLE 721.3.2. PROVIDE DOCUMENTATION FROM THE BLOCK |
| | MANUFACTURER THE MODEL OF BLOCK TO BE USED AND THE |
| | EQUIVALENT THICKNESS. |
| | 16D)(2)PLANS INDICATE THE USE OF U-438 TYPE WALL BUT |
| | THE DETAIL DOES NOT PROVIDE INFORMATION ON THE TYPE OF |
| | JOINT AT THE FLOOR AND CEILING. SEE 713.1.& 713.2. |
| | |
| | 16E-G) COMPLIED. |
| | |
| | 16H) 2ND REQUEST, THE PLANS (A-401 ENLARGED) ALSO |
| | INDICATE SUITES 104 & 106, THERE IS NO WALL TYPE |
| | IDENTIFICATION. PROVIDE THE STC RATING BETWEEN ROOM. |
| | RESPONSE SEE A-604 FOR REVISIONS. |
| | A-604 IS DOOR SCHEDULE. WALL TAG 3A WALL TYPEU-904 DOES |
| | NOT PROVIDE A STC RATING. WALL WALL TAG# 1A U465 ALSO |
| | DOES NOT INDICATE A STC RATING, A 3 5/8" METAL STUD |
| | WALL WITH 5/8" GYPSUM BOARD AND INSULATION ONLY HAS A |
| | STC RATING OF 46 WITH INSULATION,NOT 50STC. |
| | |
| | 1207.2 AIR-BORNE SOUND. |
| | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES |
| | SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM |
| | PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION |
| | CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) |
| | FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM |
| | E 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION |
| | ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; RECESSED |
| | CABINETS; BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR |
| | EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR |
| | OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS. |
| | THIS REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT |
| | ENTRANCE DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT |
| | FITTING TO THE FRAME AND SILL. |
| | |
| | 16I) 2ND REQUEST, THIS SAME SITUATION SHALL OCCUR |
| | BETWEEN SUITES BETWEEN FLOORS, SHOW COMPLIANCE WITH: |
| | 1207.3 STRUCTURE-BORNE SOUND. |
| | FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR |
| | BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA |
| | WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION |
| | CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD |
| | TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492. |
| | |
| | 16J) COMPLIED. |
| | |
| | 16K) 2ND REQUESTPLEASE PROVIDE LAUNDRY SHUTE DETAILS: |
| | 707.13.2 MATERIALS. |
| | A SHAFT ENCLOSURE CONTAINING A REFUSE OR LAUNDRY CHUTE |
| | SHALL BE CONSTRUCTED OF MATERIALS AS PERMITTED BY THE |
| | BUILDING TYPE OF CONSTRUCTION. |
| | |
| | 16L) COMPLIED. |
| | |
| | 16M) 2ND REQUEST, SEE DETAIL# 2 SHEET A-701 UNDER THE |
| | STAIRS, PLEASE PROVIDE CODE COMPLIANCE FOR HEADROOM |
| | CLEARENCE UNDER STAIRWELLS,11-4.4.2 HEADROOM. WALKS, |
| | HALLS, CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER |
| | CIRCULATION SPACES SHALL HAVE 80 INCHES (2030 MM) |
| | MINIMUM CLEAR HEAD ROOM [SEE FIGURE 11-8 (A)]. IF |
| | VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE |
| | ROUTE IS REDUCED TO LESS THAN 80 INCHES (2032 MM) |
| | (NOMINAL DIMENSION), A BARRIER TO WARN BLIND OR |
| | VISUALLY-IMPAIRED PERSONS SHALL BE PROVIDED [SEE FIGURE |
| | 11-8 (C-1)]. |
| | |
| | 16N) 2ND REQUEST,SHEET A-101- A-105 ALL CORRIDORS WITH |
| | OCCUPANT LOAD GREATER THAN 10 (R-1)REQUIRES 1-HR |
| | RATED CORRIDORS WITH OPENING PROTECTIVES. PROVIDE DOOR |
| | IDENTIFICATION AND FIRE RATING. SEE SECTION 715.3. NEW |
| | STATEMENT IN 715.3 WE ARE LOOKING AT ALL FIRE RATED |
| | DOORS AND THE REQUIREMENTS OF NFPA 80 REQUIREMENTS |
| | INCLUDING DOOR CLOSERS & 715.3.3 DOOR ASSEMBLIES IN |
| | CORRIDORS WHICH REQUIRE SMOKE AND DRAFT CONTROL DOOR |
| | ASSEMBLIES TESTED IN ACCORDANCE WITH UL 1784 WITH AN |
| | ARTIFICIAL BOTTOM SEAL INSTALLED ACROSS THE FULL WIDTH |
| | OF THE BOTTOM OF THE DOOR ASSEMBLY. |
| | |
| | 16O)COMPLIED. |
| | |
| | 16P) 2ND REQUEST, PLEASE PROVIDE INFORMATION FOR |
| | ELEVATOR CARS TO ACCOMMODATE AMBULANCE STRETCHER. |
| | 3002.4 ELEVATOR CAR TO ACCOMMODATE AMBULANCE |
| | STRETCHER.RESPONSE SEE A-702 I DO NOT SEE A DETAIL WITH |
| | THE STRETCHER REQUIREMENT? |
| | IN BUILDINGS FOUR STORIES IN HEIGHT OR MORE, AT LEAST |
| | ONE ELEVATOR SHALL BE PROVIDED FOR FIRE DEPARTMENT |
| | EMERGENCY ACCESS TO ALL FLOORS. SUCH ELEVATOR CAR SHALL |
| | BE OF SUCH A SIZE AND ARRANGEMENT TO ACCOMMODATE A |
| | 24-INCH BY 76-INCH (610 MM BY 1930 MM) AMBULANCE |
| | STRETCHER IN THE HORIZONTAL, OPEN POSITION AND SHALL BE |
| | IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY |
| | MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT |
| | BE LESS THAN 3 INCHES (76 MM) HIGH AND SHALL BE PLACED |
| | INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME. |
| | |
| | |
| | |
| | 16Q) COMPLIED. |
| | |
| | |
| | 16R) 2ND REQUEST,PLEASE PROVIDE INFORMATION FOR THE |
| | FIRE PUMP, SIZE OF PUMP, TYPE OF PUMP FUEL LOADS IF NOT |
| | ELECTRIC. THE PLUMBING SHEET P-401 AND ESHEET E-401 ALL |
| | MATCH EXCEPT FOR |
| | RPM'S THE ELECTRIC INDICATES 1800 WHILE THE PLUMBING |
| | SHEET INDICATES 3550? PLEASE PROVIDE HE SPRINKLER PLANS |
| | AND CALCULATIONS. 903.6.1ANY BUILDING WHICH IS OF |
| | THREE STORIES OR MORE IN HEIGHT SHALL BE EQUIPPED WITH |
| | AN APPROVED AUTOMATIC SPRINKLER SYSTEM INSTALLED IN |
| | ACCORDANCE WITH SECTION 903.1 . |
| | |
| | 17) SHEET A-402 |
| | 17A) COMPLIED. |
| | |
| | 17B) 2ND REQUEST, SHEET A-402 DETAIL# 7 ALSO INDICATES |
| | A RECESSED FIRE EXTINGUISHER CABINET, HOW IS THE 2 HR |
| | RATING BEING MAINTAINED? 106.1.2* SECOND REVIEW THIS |
| | DETAIL HAS NOW BEEN DELETED, PLEASE INDICATE HOW |
| | COMPLIANCE WITH A 2 HR FIRE RATING WILL BE ACHIEVED? |
| | |
| | 17C) COMPLIED. |
| | |
| | 17D) 2ND REQUEST, DETAIL # 1 IS NOW DELETED, SHEET |
| | A-402 DETAIL# 1, ELEVATOR LOBBY DOORS ARE NOT |
| | IDENTIFIED, FLOORS 2-5 INDICATE AS DOOR *34, DOOR |
| | SCHEDULE INDICATES "C" LABEL REQUIRES |
| | RATING ACCORDING TO TABLE 715.3. THESE DOORS ALSO |
| | INDICATE HOLD OPEN DEVICES, "E" SHEETS DO NOT INDICATE |
| | IF TIED TO SMOKE ALARM, SPRINKLER, ETC. |
| | |
| | 17E) COMPLIED. |
| | |
| | 18) 2ND REQUEST,A-201- A-202ELEVATIONS INDICATE THE |
| | USE OF EFISOR EPS (COMBUSTIBLE)TRIM ABOVE 40' ABOVE |
| | GRADE. BUILDING TYPE I-B.SHEETS A-301, A-302 & A-303. |
| | 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 |
| | |
| | 19) 2ND REQUEST, A-303 PARAPET DETAIL (NO EPS ABOVE |
| | 40') DOESN'T INDICATE ANY FASTENING SYSTEM NOR |
| | STRUCTURAL INFORMATION NOR REFRENCE ANY STRUCTURAL |
| | SHEETS? 106.1.2 ADD INFO REQUIRED. |
| | |
| | 20A) 2ND REQUEST PLEASE PROVIDE ELEVATION MARKERS, NO |
| | COMBUSTIBLE TRIM ABOVE 40',A-501 & A-502,PARAPET |
| | DETAIL DOESN'T INDICATE ANY FASTENING SYSTEM NOR |
| | STRUCTURAL INFORMATION NOR REFRENCE ANY STRUCTURAL |
| | SHEETS? 106.1.2 ADD INFO REQUIRED. |
| | |
| | 20B) SHEET A-501 DETAIL# 1 ALSO INDICATES THE USE OF |
| | 5/8" P.T. PLYWOOD ON THE WALL AS WELL AS 3/4" P.T. |
| | PLYWOOD ROOF SHEATHING. ARCHITECTURAL TRIM TO BE |
| | NON-COMBUSTILE 1406.2.2. |
| | ROOF SHEATHING TABLE 601 FOOTNOTE (C)(2) PLEASE PROVIDE |
| | ELEVATIONS OF VARIOUS DETAILS. |
| | |
| | 21)2ND REQUEST,ROOF ACCESS SEE A-702 DETAIL# 5 PLANAS |
| | INDICATE DOOR SWINGING IN AND OUT, PLEASE EXPLAIN? |
| | 106.1.2* ADD INFO REQUIRED. |
| | |
| | 22) COMPLIED. |
| | |
| | 23) 2ND REQUEST SHEET A-106AROOF DRAINS AND OVERFLOW |
| | DRAINS, WHERE IS THE OUTLET FOR THE OVERFLOW ROOF |
| | DRAINS? 106.1.2*ADD INFO REQUIRED. |
| | |
| | 24) COMPLIED. |
| | |
| | 25) 2ND REQUEST,A-604 & A-605 BOTH INDICATE THE USE |
| | OF WOOD BUCKS FOR WINDOWS AND DOORS. PLANS DO NOT |
| | INDICATE HOW THE BUCKS ARE TO BE FASTENED, 1714.5.4.1 |
| | ANCHORING REQUIREMENTS.PLANS DO NOT SPECIFY THE |
| | DIAMETER OF THE TAPCON? |
| | WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN |
| | ACCORDANCE WITH THE PUBLISHED MANUFACTURER?S |
| | RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE |
| | SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR |
| | SUBSTRATES NOT SPECIFIED BY THE FENESTRATION |
| | MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING |
| | PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING |
| | PRACTICE. |
| | |
| | 1714.5.4.2 MASONRY, CONCRETE OR OTHER STRUCTURAL |
| | SUBSTRATE. |
| | WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1 1 |
| | / 2 INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE |
| | ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR |
| | SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURER?S |
| | PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE |
| | SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE |
| | OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS |
| | OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE |
| | ROUGH OPENING SUBSTRATE. |
| | WHERE THE WOOD BUCK THICKNESS IS 1 1 / 2 INCHES (38 MM) |
| | OR GREATER, THE BUCK SHALL BE SECURELY FASTENED TO |
| | TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBTRATE AND THE BUCK SHALL EXTEND BEYOND |
| | THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW |
| | AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN |
| | FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH THE |
| | FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE |
| | MANUFACTURER?S PUBLISHED INSTALLATION INSTRUCTIONS. |
| | UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY |
| | TO THE SECURED WOOD BUCK. |
| | |
| | 25A) WINDOW TYPE W3 INDICATES VARIOUS DETAILS, DETAIL# |
| | 2& 3 INDICATES A HORIZONTAL MULLION BETWEEN THE WINDOW |
| | AND PTAC UNIT, THE DETAIL DOES NOT INDICATE HOW THE |
| | MULLION WILL BE TIED BACK INTO THE STRUCTURAL FRAME OF |
| | THE BUILDING?1707.4.5.2 MULLIONS SHALL BE DESIGNED |
| | TO TRANSFER THE DESIGN PRESSURE LOADS APPLIED BY THE |
| | WINDOW OR DOOR ASSEMBLIES TO THE ROUGH OPENING |
| | SUBTRATE. |
| | |
| | 25B) DETAIL# 4 IS A HEAD DETAIL INDICATING A FIN TYPE |
| | WINDOW APPLICATION, NOTE THE CLOSENESS OF THE WINDOW |
| | FIN AND EDGE OF BLOCKWORK OR BEAM AND DERATING THAT |
| | WILL NEED TO TAKE PLACE FOR TAPCONS! PROVIDE THE |
| | MANUFACTURER OF TAPCON TO SEE IF DERATING OF TAPCON IS |
| | ALSO NEEDED IF INSPECTIONS ARE NOR PREFORMED! |
| | |
| | 25C) DETAIL# 5 IT APPEARS THAT LESS THAN 3/4" OF THE |
| | WINDOW FIN IS OVER THE WINDOW BUCK NOTE ON THE PRODUCT |
| | APPROVAL EDGE DISTANCE WHEN SUBMITTED. |
| | |
| | 25D) NOTE AGAIN EFIS OR EPS SYSTEMS OVER THE 40' |
| | ELEVATION NOT ALLOWED IF COMBUSTIBLE PROVIDE |
| | DOCUMENTATION!!!!!! |
| | |
| | 26) COMPLIED. |
| | |
| | 27) COMPLIED. |
| | |
| | 28A) SHEET A-702 PLEASE PROVIDE ELEVATOR DETAIL FOER |
| | VENTING.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 HOISTWAY 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 HOISTWAY, 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. |
| | |
| | 28B) COMPLIED. |
| | |
| | 29A) COMPLIED. |
| | |
| | 29B) 2ND REQUESTPRODUCT 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 |
| | |
| | 29C) 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. |
| | |
| | 29D)2ND REQUEST,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) WINDOW |
| | FIXED |
| | SINGLE HUNG |
| | MULLION |
| | B) GLAZED DOORS |
| | AUTOMATIC HORIZONTAL SLIDING DOORS |
| | EXTERIOR HOLLOW METAL DOORS |
| | C) LOUVERS |
| | D) PANEL WALL SYSTEMS-STOREFRONT, |
| | SOFFITS- HARDI SOFFIT BOARD |
| | E) STRUCTURAL COMPONENTS- TRUSS ANCHORS |
| | F) ROOF ASSEMBLIES |
| | FLAT ROOFS- MODIFIED/ BITUMEN,EPDM ROOFING |
| | SLOPED:UNDERLAYMENTS, METAL ROOFS |
| | |
| | 30) THIS ROOF IS MISSING OR NOT IN |
| | COMPLIANCE WITH THE FOLLOW ITEMS: |
| | |
| | ___ CONTRACTOR DID NOT PROVIDE THE MEAN |
| | |
| | ROOF HEIGHT. |
| | |
| | ___ CONTRACTOR DID NOT INDICATE THE ROOF |
| | PITCH. |
| | |
| | ___ CONTRACTOR FAILED TO INDICATE WHICH |
| | SYSTEM TO BE USED. |
| | |
| | ___ THE SYSTEM PROVIDED HAS A LOW |
| | PRESSURE FOR ZONE ___ . |
| | |
| | ___ 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. |
| | |
| | 31) S-101 |
| | 31A) PLANS INDICATE PLANS WERE CALCULATED TO ASCE 7-98 |
| | SEE CHAPTER35REFERENCE STANDARDS FOR CORRECTION. |
| | |
| | 32) 2ND REQUEST, PLEASE PROVIDE POSITIVE AND NEGATIVE |
| | WIND PRESSURES FOR THE INTERIOR ZONE AND THE END ZONES |
| | FOR THE OPENING SIZES 10'-100'WITH THE HEIGHT AND |
| | EXPOSURE ADJUSTMENT COEFFICIENTS. S-101SHOWS THE MAIN |
| | WIND FORCE RESISTING SYSTEM PRESSURES,NOT THE DESIGN |
| | WIND PRESSURES LISTED UNDER COMPONENTS AND CLADDING |
| | INCLUDE HEIGTH AND EXPOSURE |
| | COEFFICIENTS TABLE1609.6.2.1(4). PLEASE SHOW ON THE |
| | ELEVATIONS. |
| | |
| | 33) COMPLIED AS NOTED. |
| | |
| | 34) 2ND REQUEST,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 C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
