| Date |
Text |
| 2006-02-28 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05110263 |
| | ADD: LOT# 7 CENTERPARK WEST |
| | CONT: "PLAN REVIEW" HILTON |
| | JOHN COSTAS |
| | TEL: (561)523-3699 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | |
| | ***IMPORTANT*** |
| | 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. |
| | |
| | |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | NOTE NOC WILL BE NULL & VOID 90 DAYS |
| | AFTER RECORDING AT THE CLERK OF THE |
| | COURTS OFFICE IF WORK HAS NOT STARTED. |
| | FL S S 713.13(2). |
| | |
| | 2) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL |
| | IS NOT DEFINITLY KNOWN OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 3)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. |
| | |
| | 4)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 AGEN- |
| | CY PRIOR TO THE ISSUANCE OF A BUILDING |
| | PERMIT FOR THE CONSTRUCTION OF A THRESH- |
| | OLD BUILDING. THE PURPOSE OF THE SRUCTUR |
| | AL INSPECTION PLAN IS TO PROVIDE SPECIF- |
| | IC INSPECTION PROCEDURES AND SCHEDULES |
| | SO THAT THE BUILDING CAN BE ADEQUATELY |
| | INSPECTED FOR COMPLIANCE WITH THE |
| | PERMITTED DOCUMENTS. |
| | |
| | 5) 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. |
| | |
| | 6) W.P.B. AMENDMENT 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 FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | THIS STATEMENT IS FOUND ON THE |
| | STRUCTURAL SHEETS BUT NOT THE |
| | ARCHITECTURAL SHEETS. |
| | |
| | 7A) CONTACT LILI URSA FOR ADDRESSING |
| | REQUIREMENTS @ (561)822-1239 |
| | |
| | 7B)PROVIDE A COPY OF THE NEW PLAT, SHEET |
| | SP.01 APPEARS TO HAVE BEEN SUBDIVIDED |
| | WITH ADDITIONAL BUILDINGS TO BE ON THE |
| | SAME LOT. |
| | |
| | 7C) PLEASE FILL OUT AN ACTUAL |
| | APPLICATION SHEET PROVIDING THE PROPERTY |
| | CONTROL NUMBER FOR ADDRESSING. |
| | |
| | 7D) PROVIDE A SURVEY OF THE SITE. |
| | |
| | 8) ADDITIONAL INFORMATION REQUIRED FOR |
| | RECORD KEEPING PURPOSES 106.1.2*: |
| | 8)A) FLOOD ZONE |
| | 8)B) FLOOD ELEVATION (IF A ZONE) |
| | 8)C) LOMAR (IF A ZONE) |
| | 8)D) NUMBER OF UNITS |
| | 8)E) NUMBER OF FLOORS |
| | 8)F) NUMBER OF BEDROOMS |
| | 8)G) NUMBER OF ROOMS |
| | 8)H) NUMBER OF BATHROOM |
| | 88)I) SQ FT LIVING SPACE(TOTAL) |
| | 8)J) SQ FT FOOT PRINT |
| | 8)K) SQ FT UNDER ROOF (TOTAL) |
| | |
| | 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) SINCE THISWILL BE A THRESHOLD |
| | PROJECT (3) SETS OF ALL INFORMATION |
| | SUBMITTED WILL BE REQUIRED. |
| | |
| | 11) 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. |
| | |
| | 12) 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 |
| | |
| | 13) 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 NO WINDOW SCHEDULE ON INDEX |
| | SHEET |
| | B) EXTERIOR DOORS, SOLID |
| | C) EXTERIOR DOORS GLAZED |
| | D) EXTERIOR DOORS BYPASS |
| | E) MULLIONS |
| | F) LOUVERS |
| | G) TRUSS ANCHORS |
| | H) ROOF ASSEMBLIES, FLAT AND TILE |
| | I) PREMANUFACTURED A/C STANDS |
| | |
| | 14) 1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 15) 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 16) SHEET SP. 01 |
| | 16A) INDICATES THAT THE TOTAL REQUIRED |
| | PARKING SPACES OF 118 PARKING SPOTS. |
| | PLANS ONLY INDICATE (4) |
| | ACCESSIBLE PARKING STALLS, 11-4.1.2(5) |
| | IF TOTAL PARKING SPOTS ARE BETWEEN 101 |
| | TO 150 THEN THE MINIMUM NUMBER ODF |
| | ACCESSIBLE SPACES ARE 5. |
| | |
| | 16B) THIS SHEET NOR A.01 INDICATE |
| | CLEARLY THE PASSENGER LOADING ZONE UNDER |
| | THE CANOPY PLEASE CLARIFY THE PASSENGER |
| | LOADING ZONE, 11-4.6.6 PASSENGER LOADING |
| | ZONES. |
| | PASSENGER LOADING ZONES SHALL PROVIDE AN |
| | ACCESS AISLE AT LEAST 60 INCHES (1525 |
| | MM) WIDE AND 20 FEET (6096 MM) LONG |
| | ADJACENT AND PARALLEL TO THE VEHICLE |
| | PULL-UP SPACE (SEE FIGURE 11-10 ). IF |
| | THERE ARE CURBS BETWEEN THE ACCESS AISLE |
| | AND THE VEHICLE PULL-UP SPACE, THEN A |
| | CURB RAMP COMPLYING WITH SECTION 11-4.7 |
| | SHALL BE PROVIDED. VEHICLE STANDING |
| | SPACES AND ACCESS AISLES SHALL BE LEVEL |
| | WITH SURFACE SLOPES NOT EXCEEDING 1:50 |
| | (2 PERCENT) IN ALL DIRECTIONS. |
| | |
| | 17) SHEET SP.02 REFLECTING POOL PROVIDE |
| | A CROSS SECTION OF THIS SITE AMENITY, |
| | 11-4.29.6 DETECTABLE WARNINGS AT |
| | REFLECTING POOLS. THE EDGES OF |
| | REFLECTING POOLS SHALL BE PROTECTED BY |
| | RAILINGS, WALLS, CURBS, OR DETECTABLE |
| | WARNINGS COMPLYING WITH 11-4.29.2. |
| | |
| | 18)SHEET SP.03, NOTE: POOL, |
| | SEE DEPARTMENT OF HEALTH FOR REGULATIONS |
| | FOR POOL SAFETY FENCE, RULE 64E-9. |
| | |
| | 19)SHEET A.01: |
| | |
| | 19A) LAUNDRY CHUTE TERMINATION ROOM & |
| | DOOR 48ATO MEET THE REQUIREMENTS OF , |
| | 707.13.4 TERMINATION ROOM. |
| | REFUSE AND LAUNDRY CHUTES SHALL |
| | DISCHARGE INTO AN ENCLOSED ROOM |
| | COMPLETELY SEPARATED FROM THE REMAINDER |
| | OF THE BUILDING BY CONSTRUCTION THAT HAS |
| | A FIRE-RESISTANCE RATING OF NOT LESS |
| | THAN 1 HOUR AND OPENINGS INTO THE |
| | TERMINATION ROOM SHALL BE PROTECTED BY |
| | OPENING PROTECTIVES HAVING A FIRE |
| | PROTECTION RATING OF NOT LESS THAN ? |
| | HOUR AND SHALL BE SELF-CLOSING OR |
| | AUTOMATIC-CLOSING UPON THE DETECTION OF |
| | SMOKE. REFUSE CHUTES SHALL NOT TERMINATE |
| | IN AN INCINERATOR ROOM. REFUSE AND |
| | LAUNDRY ROOMS THAT ARE NOT PROVIDED WITH |
| | CHUTES NEED ONLY COMPLY WITH TABLE |
| | 302.1.1 . |
| | |
| | 19B) 707.13.3 REFUSE AND LAUNDRY CHUTE |
| | ACCESS ROOMS. |
| | ACCESS OPENINGS FOR REFUSE AND LAUNDRY |
| | CHUTES SHALL BE LOCATED IN ROOMS OR |
| | COMPARTMENTS COMPLETELY ENCLOSED BY |
| | CONSTRUCTION THAT HAS A FIRE-RESISTANCE |
| | RATING OF NOT LESS THAN 1 HOUR AND |
| | OPENINGS INTO THE ACCESS ROOMS SHALL BE |
| | PROTECTED BY OPENING PROTECTIVES HAVING |
| | A FIRE PROTECTION RATING OF NOT LESS |
| | THAN ? HOUR AND SHALL BE SELF-CLOSING OR |
| | AUTOMATIC-CLOSING UPON THE DETECTION OF |
| | SMOKE. |
| | |
| | 19C) PROVIDE A 2 HR SHAFT TO SURROUND |
| | THE LAUNDRY CHUTE, 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. THE |
| | NUMBER OF STORIES CONNECTED BY THE SHAFT |
| | ENCLOSURE SHALL INCLUDE ANY BASEMENTS |
| | BUT NOT ANY MEZZANINES. SHAFT ENCLOSURES |
| | SHALL BE CONSTRUCTED AS FIRE BARRIERS IN |
| | ACCORDANCE WITH SECTION 706 . SHAFT |
| | ENCLOSURES SHALL HAVE A FIRE-RESISTANCE |
| | RATING NOT LESS THAN THE FLOOR ASSEMBLY |
| | PENETRATED, BUT NEED NOT EXCEED 2 HOURS. |
| | |
| | |
| | 19D) 707.13.6 AUTOMATIC FIRE SPRINKLER |
| | SYSTEM. AN APPROVED AUTOMATIC FIRE |
| | SPRINKLER SYSTEM SHALL BE INSTALLED IN |
| | ACCORDANCE WITH SECTION 903.2.10.2 . |
| | |
| | 19E) PROVIDE A LIFE SAFETY PLAN FOR |
| | EXITING. PROVIDE THE LOADS FROM THE |
| | FLOORS ABOVE AS WELL AS THE FIRST FLOOR. |
| | TABLE 1004.1.2/ TABLE 1005.1. |
| | |
| | 19F) MEETING ROOM # 34 OCC LOAD OF 96, |
| | 24X28=672/7= 96 OCC LOAD.1014.1 EXIT OR |
| | EXIT ACCESS DOORWAYS REQUIRED. |
| | |
| | 19G)TWO EXITS OR EXIT ACCESS DOORWAYS |
| | FROM ANY SPACE SHALL BE PROVIDED WHERE |
| | ONE OF THE FOLLOWING CONDITIONS EXISTS: |
| | 1014.1.(1)THE OCCUPANT LOAD OF THE |
| | SPACE EXCEEDS THE VALUES IN TABLE 1014.1 |
| | . |
| | |
| | 19H) BREAAKFAST AREA, THIS SHEET AND |
| | A.15 TO INDICATE COMPLIANCE WITH: |
| | 11-5.1- 11-5.6. |
| | |
| | 19I) INDICATE COMPLIANCE WITH: 11-9.3 |
| | VISUAL ALARMS, NOTIFICATION DEVICES AND |
| | TELEPHONES. 11-9.3.1 GENERAL. |
| | IN SLEEPING ROOMS REQUIRED TO COMPLY |
| | WITH THIS SECTION, AUXILIARY VISUAL |
| | ALARMS SHALL BE PROVIDED AND SHALL |
| | COMPLY WITH SECTION 11-4.28.4 . VISUAL |
| | NOTIFICATION DEVICES SHALL ALSO BE |
| | PROVIDED IN UNITS, SLEEPING ROOMS AND |
| | SUITES TO ALERT ROOM OCCUPANTS OF |
| | INCOMING TELEPHONE CALLS AND A DOOR |
| | KNOCK OR BELL. |
| | NOTIFICATION DEVICES SHALL NOT BE |
| | CONNECTED TO AUXILIARY VISUAL ALARM |
| | SIGNAL APPLIANCES. PERMANENTLY INSTALLED |
| | TELEPHONES SHALL HAVE VOLUME CONTROLS |
| | COMPLYING WITH SECTION 11-4.31.5 ; AN |
| | ACCESSIBLE ELECTRICAL OUTLET WITHIN 4 |
| | FEET (1219 MM) OF A TELEPHONE CONNECTION |
| | SHALL BE PROVIDED TO FACILITATE THE USE |
| | OF A TEXT TELEPHONE. |
| | |
| | 20) SHEET A.02- A.04: |
| | |
| | 20A) PLANS INDICATE NEXT TO THE ELEVATOR |
| | A SHAFT BUT NO DETAILS TO HR |
| | CONSTRUCTION OR WHAT IT WILL BE USED |
| | FOR?707.4. |
| | |
| | 20B) PLANS ALSO INDICATE A SHAFT NEXT TO |
| | THE ELEVATOR SHAFT NO CUT SECTION? |
| | USAGE? |
| | |
| | 21) SHEET A.20 & A.21 BOTH INDICATE |
| | STAIR TOWWERS BUT NO DETAIL SHEET |
| | INDICATING THE HANDRAIL GUARD RAIL |
| | COMPLYING WITH 11-4.9.4(2)IF |
| | HANDRAILS ARE NOT CONTINUOUS, THEY SHALL |
| | EXTEND AT LEAST 12 INCHES (305 MM) |
| | BEYOND THE TOP RISER AND AT LEAST 12 |
| | INCHES (305 MM) PLUS THE WIDTH OF ONE |
| | TREAD BEYOND THE BOTTOM RISER. AT THE |
| | TOP, THE EXTENSION SHALL BE PARALLEL |
| | WITH THE FLOOR OR GROUND SURFACE. AT THE |
| | BOTTOM, THE HANDRAIL SHALL CONTINUE TO |
| | SLOPE FOR A DISTANCE OF THE WIDTH OF ONE |
| | TREAD FROM THE BOTTOM RISER; THE |
| | REMAINDER OF THE EXTENSION SHALL BE |
| | HORIZONTAL [SEE FIGURE 11-19 (C) AND |
| | FIGURE 11-19 (D)]. HANDRAIL EXTENSIONS |
| | SHALL COMPLY WITH SECTION 11-4.4 . |
| | DETAILS ON A.15 ARE MISSING. |
| | |
| | 22) SHEET A.23: |
| | |
| | 22A) PLANS INDICATE THE USE OF A PREFAB |
| | FIREPLACE AND FLUE SUBMIT ADDITIONAL |
| | INFORMATION: |
| | |
| | 22B) MISSING SECTIONS ON A.24A DETAILS |
| | 1-4. NOTE DETAIL 3 IS USED IN THE |
| | CLEARSTORY AS WELL AS COMMEON TRUSS |
| | DETAIL FOR HIP END. CORRECT. |
| | |
| | 22C) SUBMIT STRUCTURAL PLANS INDICATING |
| | HOW TO BUILD THE SURROUND AROUND THE |
| | PREFAB FLUE? |
| | |
| | 22D) THIS IS A FOUR STORY BUILDING, SHOW |
| | |
| | PRODUCT APPROVAL REPORT WHERE SHINGLES |
| | WILL BE ABLE TO BE USED WITH A MEAN ROOF |
| | HEIGTH OF OVER 40'-0"? |
| | |
| | 23) SHEET A.25 DOOR SCHEDULE: |
| | |
| | 23A) DOOR SCHEDULE DOESN,T INDICATE ANY |
| | HARDWARE FOR FIRE RATED DOORS, PLEASE |
| | SEE SECTION:715.3.3 FOR REQUIRED |
| | HARDWARE INCLUDING CLOSERS AND |
| | ARTIFICIAL BOTTOM SEAL INSTALLED ACROSS |
| | THE BOTTOM OF THE DOOR TESTED IN |
| | ACCORDANCE WITH UL 1784. |
| | |
| | B) LOUVERS ARE OROHIBITED IN FIRE RATED |
| | DOORS. |
| | |
| | 24) A.27WALL TYPE 11A PROVIDE A DESIGN |
| | NUMBER FOR 2 HR RATED SHAFT DESIGN |
| | |
| | 25) A.34 PUBLIC RESTROOMS:1210.2 WALLS. |
| | WALLS WITHIN 2 FEET (610 MM) OF URINALS |
| | AND WATER CLOSETS SHALL HAVE A SMOOTH, |
| | HARD, NONABSORBENT SURFACE, TO A HEIGHT |
| | OF 4 FEET (1219 MM) ABOVE THE FLOOR, AND |
| | EXCEPT FOR STRUCTURAL ELEMENTS, THE |
| | MATERIALS USED IN SUCH WALLS SHALL BE OF |
| | A TYPE THAT IS NOT ADVERSELY AFFECTED BY |
| | MOISTURE. |
| | |
| | 26) S3.1, A.23 NO DETAILS INDICATE THE |
| | TYPE OF MATERIAL TO BE USED FOR ROOF |
| | SHEATHING. PLANS ALSO DO NOT PROVIDE THE |
| | MINIMUM BUILDING DESIGN TABLE 503/ 601. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
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