| Date |
Text |
| 2004-12-14 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04110993 |
| | ADD: XXXXX N HAVERHILL RD |
| | CONT: NORTON CONSTRUCTION |
| | TEL: (561)252-0590 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) THE ADDRESS ON THE PERMIT |
| | APPLICATION DOES NOT TIE TO ANY LOTIN |
| | THIS SUBDIVISION NOR IN THIS ADDRESS |
| | RANGE. |
| | 1B) PHASE# 1 OR BUILDING# 1, CROSSES |
| | PROPERTY LINES.THE PROPOSED BUILDING |
| | STRUCTURE TRANSGRESSES LEGAL BOUNDARY |
| | LINES BETWEEN THE LOTS WHICH COMBINE TO |
| | FORM 'THE SITE'.A 'UNITY OF TITLE' |
| | SHALL BE RECORDED AT THE COUNTY |
| | COURTHOUSE. SUBMIT A COPY OF THE |
| | RECORDED 'UNITY OF OF TITLE' DOCUMENT |
| | SO |
| | THAT FBC TABLE 600 BOUNDARY LINE |
| | REQUIREMENTS MAY BE DEEMED NOT |
| | APPLICABLE. |
| | 1C) ONCE THE UNITY OF TITLE IS RECORDED |
| | SUPPLY JOHN HIGGINS WITH RECORDED COPY |
| | AND RECEIVE THE ADDRESS FOR THIS |
| | PROJECT. (561)822-1239. |
| | 1D) THESITE ENTRANCE IS USUALLY WHERE |
| | |
| | THE PROJECT IS ADDRESSED FROM.IT |
| | APPEARS |
| | THAT THE ENTRY IS AT THE CUL-DE-SAC AT |
| | THE END OF MCMILLIAN WAY. |
| | |
| | 2) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 3) 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. |
| | |
| | 4) FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| | PROVIDE ENERGY CALS/ W MANUAL "J" |
| | |
| | 5 ) FBC* 105.3RESIDENT INSPECTOR. |
| | SUBMIT INSPECTOR RESUME' AND LICENSE |
| | DOCUMENTS TO HAROLD PISKURA, DIRECTOR |
| | OF |
| | THE RESIDENT INSPECTOR PROGRAM.A |
| | RESIDENT INSPECTOR PROGRAM IS REQUIRED, |
| | ON THIS PROJECT, DUE TO ONE OR MORE OF |
| | THE FOLLOWING: |
| | - BUILDINGS/ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION |
| | - ANY MAJOR STRUCTURAL ALTERATIONS |
| | - STRUCTURES IN WHICH THE CONCRETE |
| | DESIGN IS BASED ON COMPRESSIVE |
| | STRENGTH (F'C) IN EXCESS OF 3000 PSI |
| | - PILE DRIVING |
| | - BUILDINGS OVER 20,000 SQFT IN AREA |
| | - BUILDINGS OVER 2 STORIES IN HEIGHT |
| | - BUILDING/STRUCTURES OF UNUSUAL |
| | DESIGN |
| | OR METHODS OF CONSTRUCTION |
| | |
| | 6) 106.4.2 STORAGE & FACTORY- INDUS- |
| | TRIAL OCCUPANCIES. IT SHALL BE THE |
| | RESPONSIBILITY OF THE OWNER, AGENT, |
| | PROPIETOR OR OCCUPANT OF GROUP S AND |
| | GROUP F OCCUPANCIES, OR ANY OCCUPANCY |
| | WHERE EXCESSIVE FLOOR LOADING IS LIKELY |
| | TO OCCUR, TO EMPLOY A COMPETENT ARCHI- |
| | TECT OR ENGINEER IN COMPUTING THE SAFE |
| | FLOOR LOAD CAPACITY. ALL SUCH COMPUTA- |
| | TIONS SHALL BE ACCOMPANIED BY AN AFFA- |
| | DAVIT FROM THE ARCHITECT OR ENGINEER |
| | STATING THE SAFE ALLOWABLE FLOOR LOADS |
| | ON EACH FLOOR IN POUNDS PER SQ FT.THE |
| | COMPUTATIONS & AFFADAVIT SHALL BE FILED |
| | AS A PERMANENT RECORD OF THE BLDG DEPT. |
| | |
| | 7) 106.4.3.SIGNS REQUIRED. IN EVERY |
| | BUILDING OR PART OF A BUILDING USED FOR |
| | STORAGE, INDUSTRIAL OR HAZARDOUS PUR- |
| | POSES, THE SAFE FLOOR LOADS, AS |
| | REVIEWED |
| | BY THE BUILDING OFFICIAL ON THE PLAN, |
| | SHALL BE MARKED ON PLATES OF APPROVED |
| | DE |
| | SIGN WHICH SHALL BE SUPPLIED & SECURELY |
| | AFFIXED BY THE OWNER OF THE BUILDING IN |
| | A CONSPICUOUS PLACE IN EACH STORY TO |
| | WHICH THEY RELATE. SUCH PLATES SHALL |
| | NOT |
| | BE REMOVEDOR DEFACED, & IF LOST, |
| | REMOVED THE OWNER OF THE BUILDING SHALL |
| | REPLACE THEM. |
| | |
| | 8)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | PROVIDE WHAT THE MINIMUM BLDG DESIGN IS |
| | UNDER TABLE 500? PLANS INDICATE BOTH |
| | FIRE SPRINKLER AS WELL AS 1 HR FIRE |
| | RATINGS, WERE GENERAL AREA INCREASES |
| | CONSIDERED INTO THE DESIGN? |
| | |
| | 9) 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 10) 1511.7 ROOF MOUNTED MECHANICAL UNIT |
| | S SHALL BE MOUNTED ON CURBS RAISED A |
| | MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| | FACE, OR WHERE ROOFING MATERIALS EXTEND |
| | BENEATH THE UNIT, ON RAISED EQUIPMENT |
| | SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| | HEIGHT IN ACCORDANCE WITH TABLE 1511.7. |
| | MECH. 301.13 WIND RESISTANCE MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUP PORTS |
| | THAT |
| | ARE EXPOSED TO WIND SHALL BE DESIGNED |
| | AND INSTALLED TO RESIST THE WIND |
| | PRESSURES ON THE EQUIPMENT & THE |
| | SUPPORTS AS DETERMINED IN ACCORDANCE |
| | WITH THE FL BLD CODE. THIS MAY BE |
| | ACCOMP |
| | LISHED BY DESIGN OR BY APPLICATION OF |
| | SECTION 301.13.1. |
| | |
| | 11)301.13.1 GROUND MOUNTED A/C |
| | UNITS: |
| | GROUND-MOUNTED UNITS FOR R3 RESIDENTIAL |
| | APPLICATIONS MAY BE ANCHORED WITH # 14 |
| | SCREWS WITH GASKETED WASHERS ACCORDING |
| | TO THE FOLLOWING: |
| | 1) FOR UNITS WITH SIDES LESS THAN 12", |
| | ONE SCREW SHALL BE USED AT EACH SIDE OF |
| | THE UNIT. |
| | 2) FOR UNITS BETWEEN 12" & 24", TWO |
| | SCREWS SHALL BE USED PER DIDE. |
| | 3) FOR UNITS BETWEEN 24" & 36", THREE |
| | SCREWS SHALL BE USED PER SIDE. |
| | 4) FOR UNITS GREATER THAN 36" OR 5 |
| | TONS |
| | ANCHORAGE SHALL BE DESIGN IN ACCORDANCE |
| | WITH 301.13. (140 MPH). |
| | |
| | 12) A8.02 DETAILS 8&9 INDICATE CANVAS |
| | AWNINGS, UNDER SEPERATE PERMIT. |
| | |
| | 13) A9.03 NOTE 8 CORRECT TO F.B.C. |
| | SECTION. |
| | |
| | 14) A8.02 PROJECT MONUMENT SIGN UNDER |
| | SEPERATE PERMIT, SEE COPY OF CITY |
| | ORDINANCE ON MONUMENT SIGNS CONCERNING |
| | ADDRESSING. |
| | |
| | 15)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 |
| | B) MULLIONS |
| | C) EXTERIOR DOORS |
| | D) GARAGE DOORS |
| | E) STORM SHUTTERS |
| | F) ROOFING ASSEMBLIES, UNDERLAYMENTS, |
| | BUILT UP OR MODIFIED SYSTEMS |
| | 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 |
| | |
| | 16) PLANS INDICATE THE USE OF STORM |
| | SHUTTERS. SEE CITY INTERPRETATION ON |
| | STANDARD FOR HURRICANE MISSLE IMPACT |
| | PROTECTION, SEE ATTACHMENT, QUESTION |
| | 13. |
| | |
| | PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE |
| | USED |
| | FOR ALL NON-IMPACT GLAZING.FBC |
| | 1606.1.4. |
| | FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4,1707.4& 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE |
| | INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL |
| | PRES- |
| | SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | |
| | 17) CORRECT S2.01 ASCE 7-98, V= 140 MPH |
| | WIND ZONE, EXPOSURE "B". |
| | |
| | 18) S2.01 DOESN'T MENTION TERMITE SOIL |
| | PRETREATMENT.105.11. |
| | |
| | 19)A1.01 PLANS TO PROVIDE AT LEAST ONE |
| | ACCESSIBLE ROUTE CONNECTING ACCESSIBLE |
| | BUILDINGS, FACILITIES, ELEMENTS, AND |
| | SPACES THAT ARE ON THE SAME SITE. |
| | SEE 11-4.3.2(2) |
| | |
| | 20)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. |
| | |
| | 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. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
