| Date |
Text |
| 2007-09-17 12:56:58 | BUILDING PLAN REVIEW |
| | PERMIT: 07040695 |
| | ADD: 2633 OKEECHOBEE BLVD |
| | CONT: "PLAN REVIEW" |
| | TEL: (561)744-3399 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2NDREVIEW |
| | 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 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 713.13NOTICE 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 |
| | ACTUALLYCOMMENCED 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. |
| | |
| | 3)FBC 1802.2.1 QUESTIONABLE SOILS, 1802.2.1 |
| | QUESTIONABLE SOIL. 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 ) 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. |
| | |
| | |
| | 5) 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. |
| | |
| | 6) SHEET AS0.1 |
| | 6A-B) COMPLIED. |
| | |
| | 6C) 2ND REQUEST, BOTTOM CENTER OF PLAN IS ILLEGABLE, |
| | PLEASE CORRECT. |
| | |
| | 6D)2ND REQUEST,PRESSURES FOR OPENINGS ARE ALL LOW |
| | PLEASE SEE 2006 FBC TABLE 1609.6.2.1(2). |
| | |
| | 7) 2ND REQUEST, SHEET AS0.4 SECTION 7720/ 102 (1) |
| | CORRECT TO THE FBC 2004/W2006 AMENDMENTS (2) CORRECT |
| | ASCE 7-98 TO ASCE 7-02 |
| | |
| | 8) SHEET S1.0 : |
| | 8A) COMPLIED. |
| | |
| | 8B) 2ND REQUESST, CORRECT WIND SPEED ZONE SEE FIGURE |
| | 1609. |
| | |
| | 8C) COMPLIED. |
| | |
| | 8D) 2ND REQUEST, WIND PRESSURES FORFLAT ROOF ZONES 1, |
| | 2 & 3 ARE LOW SEE TABLE 1609.6.2.1(2) |
| | |
| | 8E)2ND REQUEST,WIND PRESSURE ZONES FOR WALL ZONES 4 & |
| | 5 ARE BOTH LOW 10 SQ FT- 100 SQ FT. |
| | |
| | 9)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 THRESHOLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS ,MISSING REPORTS ARE AS FOLLOWS: A) |
| | STOREFRONT SYSTEMS - THE REPORT SUBMITTED NO IMPACT |
| | TESTING |
| | B) READY ACCESS ALUMINIUM DRIVE THROUGH, MAY BE ISSUES |
| | WITH MULLIONS AND TRNSOM ABOVE |
| | C) YKK AP 35H OUTSWING DOORHIGHLIGHT TYPE OF GLAZING |
| | TO BE INSTALLED. |
| | D) INGERSOLL- RAND H16-4 GOOD FOR +/- 70 OK |
| | E) SOPREMA NODIFIED ROOFING - NO SUBSYSTEM INDICATED |
| | F) EFIS SYSTEMS- NO REPORT SUBMITTED |
| | G) METAL ROOFING- NO REPORT SUBMITTED |
| | H) TRUSS ANCHORS AND CLIPS ( CURVED CANOPY) |
| | |
| | 10A)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. |
| | |
| | 10B)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 APPLICATION FOR |
| | LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE |
| | 9B-72. |
| | |
| | 11) 2ND REQUEST' READY ACCESS ALUMINIUM DRIVE THROUGH |
| | WINDOW SHOWN ON SHEET AS2.1 INDICATES A SECTION 3 AS7.1 |
| | IS MISSING, PLEASE PROVIDE. |
| | 11A) SHEET S2.1 SAME WINDOW INDICATES A 4X4 STEEL |
| | COLUMN BETWEEN TWO WINDOWS BUT NONE IN THE CORENER, IS |
| | THIS CORNER TO BE BUTT GLAZING? |
| | |
| | 12)2ND REQUEST, SHEET S2.1 & S2.2 BOTH NEED TO |
| | CORRECT THE WIND SPEEDZONE, SEE FIGURE 1609. |
| | |
| | 13) 2ND REQUEST, THERE APPEARS TO BE A DESCREPANCY |
| | BETWEEN AS6.3 FOUNDATION DETAILS AND S3.1 DETAIL# 1. IN |
| | ALL CASES SEE 2114.2 REQUIREMENTS FOR TERMITE |
| | INSPECTION. 2114.2 CONCRETE BEARING LEDGE. |
| | BRICK , STONE OR OTHER VENEER SHALL BE SUPPORTED BY A |
| | CONCRETE BEARING LEDGE AT LEAST EQUAL TO THE TOTAL |
| | THICKNESS OF THE BRICK , STONE OR OTHER VENEER, WHICH |
| | IS POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO |
| | SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL |
| | CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT |
| | SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE |
| | IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL |
| | BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL |
| | SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED |
| | IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW |
| | GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED |
| | TO THE CAVITY CREATED BETWEEN THE VENEER AND THE |
| | FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. EXCEPTION: |
| | VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL SECURED TO |
| | THE FOUNDATION SIDEWALL IN ACCORDANCE WITH ACI 530/ASCE |
| | 5/TMS 402, PROVIDED AT LEAST A 6-INCH (152 MM) 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. |
| | |
| | 14)2ND REQUEST,AS6.3 AND AS8.1 BOTH INDICATE VARIOUS |
| | BRICK APPLICATIONS NO MENTION OFWALL TIES OR JOINT |
| | REINFORCEMENT. 2103.11.2 JOINT REINFORCEMENT. JOINT |
| | REINFORCEMENT SHALL COMPLY WITH ASTM A 951. THE MAXIMUM |
| | SPACING OF CROSSWIRES IN LADDER-TYPE JOINT |
| | REINFORCEMENT AND OF POINT OF CONNECTION OF CROSS WIRES |
| | TO LONGITUDINAL WIRES OF TRUSS-TYPE REINFORCEMENT SHALL |
| | BE 16 INCHES (400 MM). |
| | 2103.11.5 ANCHORS, TIES AND ACCESSORIES. |
| | ANCHORS, TIES AND ACCESSORIES SHALL CONFORM TO THE |
| | FOLLOWING STANDARDS: ASTM A 36 FOR STRUCTURAL STEEL; |
| | ASTM A 82 FOR PLAIN STEEL WIRE FOR CONCRETE |
| | REINFORCEMENT; ASTM A 185 FOR PLAIN STEEL-WELDED WIRE |
| | FABRIC FOR CONCRETE REINFORCEMENT; ASTM A 167, TYPE |
| | 304, FOR STAINLESS AND HEAT-RESISTING CHROMIUM-NICKEL |
| | STEEL PLATE, SHEET AND STRIP AND ASTM A 366 FOR |
| | COLD-ROLLED CARBON STEEL SHEET, COMMERCIAL QUALITY. |
| | |
| | 15)2ND REQUEST,AS5.2 AND AS6.3 BOTH INDICATE A METAL |
| | CORNICE SECTION AROUND THE PERIMETER OF THE ROOF. THE |
| | DETSIL 8 SHEET AS5.2 INDICATES TO SEE THE STRUCTURAL |
| | SHEETS FOR MORE DETAIL, |
| | THERE ARE NO STRUCTURAL DETAILS FOR THIS AREAA OF THE |
| | BUILDING. PLEASE PROVIDE ADDITIONAL INFORMATION ON THE |
| | FASTENING OF THIS CORNICE AND HOW IT WILL ACT IN A HIGH |
| | WIND EVENT. |
| | |
| | 16) COMPLIED. |
| | |
| | 17) 2ND REQUEST,AS5.3 DETAIL 3 METAL AWNING PLEASE |
| | PROVIDE TO WHICH IS THIS AWNING WILL BE DESIGNED TO? |
| | DESIGN OF THE STRUCTURAL FRAMING MEMBERS SHALL BE BASED |
| | ON RATIONAL ANALYSIS, USING THE APPLICABLE WIND LOADS |
| | OF CHAPTER 16 AS SHOWN BELOW: |
| | 3105.4.2.1 |
| | THE WIND DESIGN LOADS FOR ANY FABRIC OR |
| | MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK |
| | REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND |
| | VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING |
| | CRITERIA: |
| | 1.MINIMUM WIND VELOCITY OF 3-SECOND WIND GUST 90 |
| | MPH |
| | 2.IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN |
| | LIFE OF 0.77. |
| | 3.EXPOSURE CATEGORY B FOR OR C AS DEFINED IN |
| | CHAPTER 16 . |
| | 3105.4.2.2 |
| | THE WIND DESIGN LOADS FOR ANY FABRIC OR MEMBRANE |
| | COVERED STRUCTURE DESIGNED WITH A PERMANENT OR |
| | NONREMOVABLE FABRIC OR MEMBRANE, SHALL BE BASED ON THE |
| | FOLLOWING CRITERIA: |
| | 1.MINIMUM WIND VELOCITY AS REQUIRED IN CHAPTER 16 |
| | . |
| | 2.IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN |
| | LIFE OF 0.77. |
| | 3.EXPOSURE CATEGORY B OR C AS DEFINED IN CHAPTER |
| | 16 . |
| | 3105.4.2 |
| | THE FABRIC PORTIONS OF AWNINGS FABRIC COVERED FRAMES |
| | SHALL BE SECURELY LACED, TIED OR OTHERWISE FASTENED TO |
| | THE FRAME; NO RAFTER OR FRONT BAR WILL BE PERMITTED IN |
| | POCKETS; AND IN NO CASE SHALL A ROLLING CURTAIN BE |
| | CAUSED TO OPERATE OVER A CANOPY FRAME. |
| | 3105.4.3 |
| | THE HORIZONTAL PROJECTION OF CANTILEVERED PORTIONS |
| | SHALL NOT BE GREATER THAN TWO TIMES THE HEIGHT, EXCEPT |
| | WHERE THE BUILDING CONSTRUCTION DOES NOT PERMIT A |
| | PROPER INSTALLATION; IN WHICH CASE, VARIANCE MAY BE |
| | PERMITTED BY THE BUILDING OFFICIAL, BASED ON SPECIAL |
| | DESIGN AND CONSTRUCTION. |
| | AWNINGS |
| | 3105.5 RIGID AWNINGS AND CANOPY SHUTTERS. |
| | 3105.5.1 LOADS. |
| | RIGID AWNINGS AND CANOPY SHUTTERS SHALL BE DESIGNED TO |
| | RESIST THE LOADS SET FORTH IN CHAPTER 16 OF THIS CODE |
| | EXCEPT THAT STRUCTURES OR PARTS THEREOF WHICH ARE |
| | INTENDED TO BE REMOVED OR REPOSITIONED DURING PERIODS |
| | OF HIGH WIND VELOCITY SHALL BE DESIGNED IN THEIR OPEN |
| | OR EXTENDED POSITION TO DESIGN PRESSURES BASED ON A |
| | BASIC WIND SPEED OF MINIMUM 90 MPH, 3-SECOND WIND GUST |
| | WITH APPLICABLE SHAPE FACTORS AND TO RESIST NOT LESS |
| | THAN 10 PSF (478 PA) ROOF LIVE LOAD. |
| | 3105.5.2 |
| | WHERE SUCH STRUCTURE IS INTENDED TO BE FOLDED OR |
| | OTHERWISE REPOSITIONED TO CLOSE AN OPENING WHEN THE |
| | BUILDING IS UNATTENDED OR ACT AS A STORM SHUTTER THE |
| | DESIGN IN THE CLOSED POSITION SHALL ALSO COMPLY WITH |
| | CHAPTER 16 AND SHALL BE IMPACT RESISTANT IN ACCORDANCE |
| | WITH SECTION1609.1.4. |
| | 3105.5.3 |
| | STRUCTURES DESIGNED TO BE READILY REMOVED OR |
| | REPOSITIONED DURING PERIODS OF HIGH WIND VELOCITY SHALL |
| | BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR |
| | PAINTED INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE |
| | OR REPOSITION THE STRUCTURE OR PART THEREOF DURING SUCH |
| | PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER |
| | BUREAU AS BEING A HURRICANE WARNING OR ALERT. |
| | |
| | 18)2ND REQUEST,AS5.3 CURVED CANOPY SECTION, THESE |
| | DETAILS DO NOT INDICATE THE WHAT TYPE OF ROOF |
| | SHEATHING, NOR THICKNESS WILL BE PLACED ON THE CURVED |
| | ROOF SECTION. THE STRUCTURAL SHEETS3.1 DETAILS SAY TO |
| | SEE PLAN? |
| | |
| | 19) 2ND REQUEST, SHEET A2.0 INDICATES THAT WALL TYPE# 1 |
| | IS AN EXISTING WALL? ISN'T THIS A NEW BUILDING? |
| | |
| | 20-23) COMPLIED. |
| | |
| | 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS |
| | OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF |
| | CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST |
| | RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT |
| | BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC |
| | REQUIREMENT, THE SPECIFIC |
| | REQUIREMENT SHALL BE APPLICABLE. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
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| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
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