| Date |
Text |
| 2008-06-24 15:00:55 | BUILDING PLAN REVIEW |
| | PERMIT: 08020128 (PLAN REVIEW) |
| | ADD: 1760 PALM BEACH LAKES |
| | CONT: RYAN COMPANIES |
| | TEL: (621)677-7235 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | BUILDING TYPE: I-B/ FULLY SPRINKLERED |
| | 2NDREVIEW 6-24-08 |
| | ACTION: DENIED |
| | |
| | 1A)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. |
| | |
| | 1B) INFORMATIONAL, PLEASE SUBMIT 2 OF ALL SURVEYS, |
| | PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR |
| | SUBMITTALS FOR REVIEW FOR PERMIT. |
| | IF YOUR PROJECT WILL REQUIRE A RESIDENT INSPECTOR OR IF |
| | YOUR PROJECT IS A THRESHOLD BUILDING REQUIRING A |
| | THRESHOLD INSPECTOR THEN (3) THREE SETS OF ALL SAID |
| | DOCUMENTS WILL BE REQUIRED FOR PERMIT ISSUANCE. 106.1* |
| | /2004 SUBMITTAL DOCUMENTSWEST PALM BEACH |
| | ADMINISTRATIVE CODE. |
| | |
| | 1C)INFORMATIONAL, 106.1.1* W.P.B. ADMINISTRATIVE |
| | CODE/2004 DRAWINGS & SPECIFICATIONS SHALL CONTAIN |
| | INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, AS TO |
| | THE QUALITY OF MATERIALS, WHERE QUALITY IS ESSENTIAL TO |
| | CONFORMITY WITH THE TECHNICAL CODES. SUCH INFORMATION |
| | SHALL BE SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE |
| | CITED AS A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR |
| | ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| | WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 1D ) INFORMATIONAL, 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 OF |
| | COMMENCEMENT 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. |
| | |
| | 1E) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) |
| | AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC |
| | BUILDING WITH THE 2007 SUPPLEMENTS. PLEASE CORRECT |
| | SHEET G001 BUILDINGCODE INFORMATION. |
| | BUILDING ALLOWABLE FLOOR AREA- IS INDICATED AS |
| | UNLIMITED, NOTE S-2 PORTION OF THE BUILDING DOES HAVE |
| | AREA LIITATIONS TABLE 503. |
| | |
| | PLEASE NOTE THAT IF A PERMIT APPLICATION WILL NEED TO |
| | BE APPLIED FOR BEFORE DEC. 31, 2008 TO LOCK THIS |
| | PROJECT IN UNDER THE 2004 FBC. ON JAN.1, 2009 THE 2007 |
| | FBC WILL GO INTO AFFECT. |
| | |
| | 2) 2ND REQUEST, AT THIS TIME WE HAVE NOT SEEN ANY |
| | APPLICATION FOR A RESIDENT INSPECTOR. FBC* 109.3.7 |
| | RESIDENT INSPECTOR. SUBMIT INSPECTOR RESUME' AND |
| | LICENSE DOCUMENTS TO KEN CONRAD , DIRECTOR OF THE |
| | RESIDENT INSPECTOR PROGRAM. 805-6711 OR 805-3749.A |
| | RESIDENT INSPECTOR PROGRAM IS REQUIRED, ON THIS |
| | PROJECT, DUE TO ONE OR MORE OF THE FOLLOWING: |
| | XXX -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 |
| | XXX - BUILDINGS OVER 20,000 SQ FT IN AREA |
| | - BUILDINGS OVER 2 STORIES IN HEIGHT |
| | - BUILDING/STRUCTURES OF UNUSUAL DESIGN OR |
| | METHODS OF CONSTRUCTION |
| | |
| | 3) FBC* 109.3.7 SINCE A RESIDENT INSPECTOR WILL |
| | REQUIRED, THREE OF ALL DOCUMENTS (PLANS, REPORTS, |
| | SUBMITTALS AND PRODUCT APPROVALS) WILL BE REQUIRED FOR |
| | ISSUANCE OF THE PERMIT. |
| | |
| | 4) NOTE THERE HAVE BEEN (2) SUBMITIONS OF SOILS REPORTS |
| | TO THIS OFFICE, MAY 29TH 3 SETS OF COPIED SIGNATURES OF |
| | THE ENGINNEER WERE SUBMITTED, THE SECOND SET DATED JUNE |
| | 22, 2008 WERE SUBMITTED TO THIS OFFICE AGAIN |
| | PHOTO-COPIED SIGNATURES WITH A RAISED SEAL WERE |
| | SUBMITTED TO THIS OFFICE. |
| | 61G15-23.002(2)FL. ADMIN. CODE. PLANS SIGNED & SEALED |
| | BY A PROFESSIONAL ENGINEER SHALL INCLUDE EITHER THE: |
| | NAME, ADDRESS AND LICENSE NUMBER OF THE ENGINEER OR, |
| | THE NAME AND LICENSE NUMBER OF THE ENGINEER AND THE |
| | NAME, ADDRESS AND CERTIFICATE OF AUTHORIZATION NUMBER |
| | OF THE ENGINEERING BUSINESS THROUGH WHICH THE ENGINEER |
| | IS PRACTICING (471.025 F.S. AND 471.023 F.S.). |
| | |
| | SOILS REPORTS PLEASE SUBMIT THREE REPORTS WITH ORIGINAL |
| | SIGNATURES, NOT COPIES OR STAMPED SIGNATURES.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 |
| | . |
| | |
| | ALLOF THE SUBMITTED SOILS REPORTS ARE GOING TO BE |
| | RETAINED FOR POSSIBLE REVIEW BY THE FLORIDA ENGINEERS' |
| | BOARD. |
| | |
| | 5)BUILDING PROVISO:109.3.10* IMPACT OF |
| | CONSTRUCTION. ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PERFORMED 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 PARCEL SHALL AS A |
| | PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED |
| | DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A |
| | CERTIFICATION FROM A LICENSED ENGINEER SHALL BE |
| | SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL |
| | OF THE FINAL INSPECTION. |
| | |
| | 6) BUILDING PROVISO:109.3.10.1 HURRICANE 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. |
| | |
| | 7) 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. |
| | |
| | 8A)SEECOMMENT 1-E . |
| | |
| | 8B-C) COMPLIED. |
| | |
| | 9-10) COMPLIED. |
| | |
| | 11) PLEASE REVIEWSHEET A021 EXIT ANALYSIS, SALES AREA |
| | PERSQ FT/ OCC. THIS IS THE 2ND FLOOR WHICH IS NOT |
| | CONSIDERED THE GRADE FLOOR. THE OCCUPANT LOAD FOR THIS |
| | FLOORS SALES AREA WOULD BE FIGURED AT60 FT / OCCUPANT |
| | NOT THE 30 AS INDICATED IN THE TABLE SEE TABLE |
| | 1004.1.2. |
| | |
| | 11A) COMPLIED. |
| | |
| | 11B) SEMI-COMPLIED.AS DISCUSSED IN OUR MEETING WITH |
| | THE TARGET DESIGN TEAM WE CONCUR THAT STAIRA IS NOT |
| | PART OF THE REQUIRED EGRESS STAIRS BUT IF THIS IS TO BE |
| | THE CASE PLEASE SEE A021 THAT DOES HAVE TRAVEL |
| | DISTANCES MARKED WITH AN ARROW DIRECTLY DOWN THESE |
| | STAIRS. 707.2, EXCEPTION 2. |
| | |
| | 11C-11K) COMPLIED. |
| | |
| | 12A)PROVISO: PLEASE PROVIDE CUT SHEET OF ASTM E1966 |
| | ASSEMBLY. NUMBER.A021 REFERS TO DETAIL#2 SHEETA331 |
| | THIS SECTION OR DETAIL REFERENCES DETAIL 20 ON SHEET |
| | A231. IT APPEARS TO BE AN EXPANSION JOINT IN THE FLOOR |
| | BUT THERE IS NO INFORMATION THAT I CAN FIND ON THE |
| | FIREPROOFING REQUIREMENTS TABLE 601 FOR FLOOR SYSTEMS |
| | AND OCCUPANCY TYPE SEPARATION TABLE 302.3.2.PLEASE |
| | PROVIDE FLOOR CEILING TYPE PENETRATIONS FOR PIPES AND |
| | CONDUITS AS WELL AS FOR ANY HORIZONTAL PENETRATION OF |
| | RATED FLOOR/ CEILING ASSEMBLY. |
| | SEE 711.3.& 712.3.1. |
| | |
| | 12B)COMPLIED. |
| | |
| | 13) 2ND REQUEST, THE RESPONSE INDICATES COMPLIANCE ON |
| | CIVIL PLANS , PLEASE PROVIDE THE PLANS FOR REVIEW. |
| | SHEETA110 INDICATES THE DISABLED PARKING SPACES AND |
| | ACCESS AISLES BUT NOT THE ELEVATION CHANGES OF THE |
| | PARKING LOT VERSES DISABLED SPACES AND ACCESS AISLES. |
| | THE OTHER ISSUE IS NO INFORMATION FOR DETECTABLE |
| | WARNING AT HAZARDOUS VEHICULAR AREAS 11-4.29.5. |
| | |
| | 14) SHEET A110 : |
| | A-C)COMPLIED. |
| | D) NEW COMMENT: THIS SHEET INDICATES MULTIPLE AREAS |
| | WHERE CURB CUTS ARE INDICATED, PLEASE COMPLY WITH |
| | 11-4.7.5 FLARED SIDES. |
| | E) NEW COMMENT: GRID LINE 8 AT B/C THIS HANDICAPPED |
| | PARKING SPACE IS MISSING THE ACCESS AISLE11-4.6.3. |
| | |
| | 15-19) COMPLIED. |
| | |
| | 20)2ND REQUEST, SHEET A351 & A352 BOTH INDICATE AN |
| | ELECTRICAL DISTRIBUTION CENTER THAT DOES NOT HAVE A |
| | CODE COMPLIANT STAIR. THE CODE DOES ALLOW FOR FIXED |
| | LADDERS AS PART OF A MEANS OF EGRESS IN THE FOLLOWING |
| | LOCATIONS:FOR BOILERS (1014.3), REFRIGERATION ROOM |
| | (1014.4), STAGE EXITS 410.5.4, 1014.6.6.1 GALLERY, |
| | GRIDIRONS AND CATWALKS THAT ARE ASSOCIATED WITH STAGES |
| | AND HELISTOPS (1018.1.2.). PLEASE PROVIDE A CODE |
| | COMPLIANT STAIRWAY.THE PLANS WILL MEET THE EXCEPTION |
| | UNDER 1009.3 INDUSTRIAL EQUIPMENT ACCESS STAIRS. PLEASE |
| | PROVIDE THE WIDTH OF THE STAIRS, TREAD AND RISERS. |
| | |
| | 21) 2ND REQUESTPLEASE PROVIDE ADDITIONAL INFORMATION |
| | ON THE ELECTRICAL DISTRIBUTION CENTER, |
| | PRE-MANUFACTURED? TYPE OF MATERIAL, FIRE RATINGS ETC? |
| | NFPA 13.8.14.10. THE STAIR WALL THAT LEADS TO THE EDC |
| | ARE INDICATED AS 2HR WALLS. THE WALLS DO NOT CONTINUE |
| | TO ENCLOSE THE STAIR LANDING WHICH WOULD BE WHAT |
| | SUROUNDS THE EDC. HOW DOES THIS MAKE A STAIRWELL |
| | ENCLOSURE WITH A 2 HR RATING? |
| | THE COMMENT# 24 WILL ILLUSTRATE THE 2 HR WALL RATING |
| | REQUIRED AROUND THE EMERGENCY EQUIREMENT ROOM ONLY. |
| | |
| | 22-23) COMPLIED. |
| | |
| | 24) SHEET A351,A361 & ELECTRICAL CUT SHEETS FROM |
| | MITSUBISHI ELECTRIC, THEMAIN ELECTRIC CENTER ROOM 129 |
| | & 137, PLEASE PROVIDE ADDITIONAL INFORMATION ON THE |
| | ELECTRICAL DISTRIBUTION CENTER THAT IS INDICATED TO BE |
| | PRE-MANUFACTURED. TYPE OF MATERIAL, FIRE RATINGS ETC? |
| | NFPA 13.8.14.10. THE CUT SHEETS DO NOT PROVIDE HOW THE |
| | HOUR RATING IS ACHIEVED OR WHAT MATERIALS EITHER OF THE |
| | EDCS ARE |
| | CONSTRUCTED OF? PLEASE PROVIDE RATING OF THE DOORS FOR |
| | BOTH 129 AND 137. NOTE IN UNIT 137 THE EMERGENCY |
| | EQUIPMENT ROOM WILL ALSO REQUIRE A 2HR RATING FROM THE |
| | REST OF THE ENCLOSURE. THERE CAN BE |
| | NO REDUCTION FOR FIRE SPRINKLERS, PLEASE SEE NFPA 110 |
| | 7.2.1.1, ALSO SEE ELECTRICAL COMMENTS. PLEASE PROVIDE A |
| | COPY OF THE UL RATING U415 SYSTEM F/ 2006 UL DIRECTORY, |
| | WE DO NOT HAVE UP TO DATE |
| | UL LISTING BOOKS TO VERIFY DETAIL 5/ A351. |
| | |
| | 25-27) COMPLIED. |
| | |
| | 28) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, |
| | PROVIDE 3COPIES IF THRESHOLD OR RESIDENT INSPECTOR OF |
| | PRODUCT TESTING REPORTS, MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | |
| | 28A) WINDOWS: CURTAIN-WALL - COMPLIED. |
| | |
| | 28B) WINDOWS: STOREFRONT- 2ND REQUEST, |
| | THISNOA WAS ISSUED AND TESTEDBEFORE THE 2004 FBC |
| | WENT INTO EFFECT. BEFORE THIS DATE STEEL INCREASES OF 1 |
| | 1/3 WERE COMMON PLACE AND TAKEN WITH FASTENERS, AP.E. |
| | SHOULD REVIEW THE TEST REPORT INFORMATION TO SEE IF THE |
| | INCREASES WERE TAKEN.THE NEWER MIAMI-DADE NOAS THAT |
| | WERE RENEWED AFTER THE 2004 FBC WENT INTO EFFECT WILL |
| | STATE UNDER THE HEADING (3) CALCULATIONS, ANCHOR |
| | VERIFICATION VERIFIED TO THE 2004 FBC- NO STEEL |
| | INCREASES TAKEN. NOA 04-0308.02 ANCHOR CALCULATIONS |
| | THIS REVISION ON 04/13/04 BEFORE THE ISSUANCE OF THE |
| | 2004 FBC. |
| | 1605.3.1.1 LOAD REDUCTION. |
| | 1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT |
| | OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE |
| | EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN |
| | SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD |
| | LOAD AND ANY OF THE VARIABLE LOADS. |
| | 2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE |
| | MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED |
| | STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD |
| | COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD |
| | INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER |
| | 23 . |
| | EXCEPTION: INCREASES IN ALLOWABLE STRESS SHALL BE |
| | PERMITTED IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402 |
| | PROVIDED THE LOAD REDUCTION OF SECTION 1605.3.1.1 ITEM |
| | 1 SHALL NOT BE APPLIED. |
| | 3.SIMULTANEOUS USE OF BOTH ONE-THIRD INCREASE IN |
| | ALLOWABLE STRESS AND THE 25-PERCENT REDUCTION IN |
| | COMBINED LOADS SHALL NOT BE PERMITTED. |
| | |
| | 28C1) AUTOMATIC BYPASS DOOR NOA03-0605.03 |
| | THISNOA WAS ISSUED AND TESTEDBEFORE THE 2004 FBC |
| | WENT INTO EFFECT. BEFORE THIS DATE STEEL INCREASES OF 1 |
| | 1/3 WERE COMMON PLACE AND TAKEN WITH FASTENERS, AP.E. |
| | SHOULD REVIEW THE TEST REPORT INFORMATION TO SEE IF THE |
| | INCREASES WERE TAKEN.THE NEWER MIAMI-DADE NOAS THAT |
| | WERE RENEWED AFTER THE 2004 FBC WENT INTO EFFECT WILL |
| | STATE UNDER THE HEADING (3) CALCULATIONS, ANCHOR |
| | VERIFICATION VERIFIED TO THE 2004 FBC- NO STEEL |
| | INCREASES TAKEN. NOA 03-0605.03 ANCHOR CALCULATIONS |
| | THIS REVISION ON 10/31/03 BEFORE THE ISSUANCE OF THE |
| | 2004 FBC. |
| | 1605.3.1.1 LOAD REDUCTION. |
| | 1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT |
| | OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE |
| | EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN |
| | SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD |
| | LOAD AND ANY OF THE VARIABLE LOADS. |
| | 2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE |
| | MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED |
| | STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD |
| | COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD |
| | INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER |
| | 23 . |
| | EXCEPTION: INCREASES IN ALLOWABLE STRESS SHALL BE |
| | PERMITTED IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402 |
| | PROVIDED THE LOAD REDUCTION OF SECTION 1605.3.1.1 ITEM |
| | 1 SHALL NOT BE APPLIED. |
| | 3.SIMULTANEOUS USE OF BOTH ONE-THIRD INCREASE IN |
| | ALLOWABLE STRESS AND THE 25-PERCENT REDUCTION IN |
| | COMBINED LOADS SHALL NOT BE PERMITTED. |
| | |
| | 28C2) AUTOMATIC SLIDING DOORS NOA 04-1026.02 |
| | THISNOA WAS ISSUED AND TESTEDBEFORE THE 2004 FBC |
| | WENT INTO EFFECT. BEFORE THIS DATE STEEL INCREASES OF 1 |
| | 1/3 WERE COMMON PLACE AND TAKEN WITH FASTENERS, AP.E. |
| | SHOULD REVIEW THE TEST REPORT INFORMATION TO SEE IF THE |
| | INCREASES WERE TAKEN.THE NEWER MIAMI-DADE NOAS THAT |
| | WERE RENEWED AFTER THE 2004 FBC WENT INTO EFFECT WILL |
| | STATE UNDER THE HEADING (3) CALCULATIONS, ANCHOR |
| | VERIFICATION VERIFIED TO THE 2004 FBC- NO STEEL |
| | INCREASES TAKEN. NOA 04-1026.02ANCHOR CALCULATIONS |
| | THIS REVISION ON 10/11/04 BEFORE THE ISSUANCE OF THE |
| | 2004 FBC. |
| | 1605.3.1.1 LOAD REDUCTION. |
| | 1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT |
| | OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE |
| | EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN |
| | SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD |
| | LOAD AND ANY OF THE VARIABLE LOADS. |
| | 2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE |
| | MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED |
| | STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD |
| | COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD |
| | INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER |
| | 23 . |
| | EXCEPTION: INCREASES IN ALLOWABLE STRESS SHALL BE |
| | PERMITTED IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402 |
| | PROVIDED THE LOAD REDUCTION OF SECTION 1605.3.1.1 ITEM |
| | 1 SHALL NOT BE APPLIED. |
| | 3.SIMULTANEOUS USE OF BOTH ONE-THIRD INCREASE IN |
| | ALLOWABLE STRESS AND THE 25-PERCENT REDUCTION IN |
| | COMBINED LOADS SHALL NOT BE PERMITTED. |
| | |
| | 28D) EXTERIOR GLAZED SWING DOORS NOA 04-0209.03 THIS |
| | NOA WAS ISSUED AND TESTEDBEFORE THE 2004 FBC WENT |
| | INTO EFFECT. BEFORE THIS DATE STEEL INCREASES OF 1 1/3 |
| | WERE COMMON PLACE AND TAKEN WITH FASTENERS, AP.E. |
| | SHOULD REVIEW THE TEST REPORT INFORMATION TO SEE IF THE |
| | INCREASES WERE TAKEN.THE NEWER MIAMI-DADE NOAS THAT |
| | WERE RENEWED AFTER THE 2004 FBC WENT INTO EFFECT WILL |
| | STATE UNDER THE HEADING (3) CALCULATIONS, ANCHOR |
| | VERIFICATION VERIFIED TO THE 2004 FBC- NO STEEL |
| | INCREASES TAKEN. NOA 04-0209.03 ANCHOR CALCULATIONS |
| | THIS REVISION ON 04/13/04 BEFORE THE ISSUANCE OF THE |
| | 2004 FBC. |
| | 1605.3.1.1 LOAD REDUCTION. |
| | 1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT |
| | OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE |
| | EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN |
| | SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD |
| | LOAD AND ANY OF THE VARIABLE LOADS. |
| | 2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE |
| | MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED |
| | STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD |
| | COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD |
| | INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER |
| | 23 . |
| | EXCEPTION: INCREASES IN ALLOWABLE STRESS SHALL BE |
| | PERMITTED IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402 |
| | PROVIDED THE LOAD REDUCTION OF SECTION 1605.3.1.1 ITEM |
| | 1 SHALL NOT BE APPLIED. |
| | 3.SIMULTANEOUS USE OF BOTH ONE-THIRD INCREASE IN |
| | ALLOWABLE STRESS AND THE 25-PERCENT REDUCTION IN |
| | COMBINED LOADS SHALL NOT BE PERMITTED. |
| | |
| | 28E1) EXTERIOR HOLLOW METAL DOORS SINGLE AND PAIRSNOA |
| | 04-0203.03 |
| | THISNOA WAS ISSUED AND TESTEDBEFORE THE 2004 FBC |
| | WENT INTO EFFECT. BEFORE THIS DATE STEEL INCREASES OF 1 |
| | 1/3 WERE COMMON PLACE AND TAKEN WITH FASTENERS, AP.E. |
| | SHOULD REVIEW THE TEST REPORT INFORMATION TO SEE IF THE |
| | INCREASES WERE TAKEN.THE NEWER MIAMI-DADE NOAS THAT |
| | WERE RENEWED AFTER THE 2004 FBC WENT INTO EFFECT WILL |
| | STATE UNDER THE HEADING (3) CALCULATIONS, ANCHOR |
| | VERIFICATION VERIFIED TO THE 2004 FBC- NO STEEL |
| | INCREASES TAKEN. NOA 04-0203.03 ANCHOR CALCULATIONS |
| | THIS REVISION ON 08/09/04 BEFORE THE ISSUANCE OF THE |
| | 2004 FBC. |
| | 1605.3.1.1 LOAD REDUCTION. |
| | 1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT |
| | OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE |
| | EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN |
| | SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD |
| | LOAD AND ANY OF THE VARIABLE LOADS. |
| | 2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE |
| | MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED |
| | STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD |
| | COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD |
| | INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER |
| | 23 . |
| | EXCEPTION: INCREASES IN ALLOWABLE STRESS SHALL BE |
| | PERMITTED IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402 |
| | PROVIDED THE LOAD REDUCTION OF SECTION 1605.3.1.1 ITEM |
| | 1 SHALL NOT BE APPLIED. |
| | 3.SIMULTANEOUS USE OF BOTH ONE-THIRD INCREASE IN |
| | ALLOWABLE STRESS AND THE 25-PERCENT REDUCTION IN |
| | COMBINED LOADS SHALL NOT BE PERMITTED. |
| | |
| | 28E2) EXTERIOR HOLLOW METAL DOORS SINGLE AND PAIRS - |
| | COMPLIED.SEE CALCULATION STATEMENT # 1, ANCHOR |
| | VERIFICATION OF THE 2004 FBC |
| | |
| | 28F)1) EXTERIOR COIL DOORS/ SECTIONAL DOORSCORNELL IRON |
| | WORKS SUBMITTED FL5416 THE ATTACHED MIAMI-DADE REPORT |
| | IS NOT THE CORRECT BACK-UP REPORT LISTED WITH THE |
| | STATE, ES16-23-01 IS THE CORRECT REPORT. |
| | |
| | 28F)2) EXTERIOR COIL/ ROLL UP DOOR COOKSON COMPANY |
| | FL2211-R1 THE ATTACHED IS A MIAMI-DADE REPORT IS NOT |
| | THE CORRECT BACK-UP REPORT LISTED WITH THE STATE, |
| | WLCD-002-B-2004 IS THE CORRECT REPORT, |
| | |
| | 28F)3) EXTERIOR SECTIONAL DOOR: CLOPAY MISSING THE |
| | FLORIDA COVERSHEET AND CORRESPONDING REPORTS THERE ARE |
| | (3) REPORTS WITH THE DOOR MODEL 3200 OR 3220. NOTE |
| | PRESSURES ARE LOWER UNDER THESE REPORTS. |
| | |
| | 28G) FASCIA SYSTEMS |
| | |
| | 28H) EFIS WALL SYSTEMS- DRYVIT SYSTEMS FL2030-R2 |
| | SUBMITTED 06-0608.05PLEASE SUPPLY CORRESPONDING |
| | REPORT 06-1004.06DRYVIT OUTSULATION PLUS, PLEASE |
| | CORRECT. |
| | |
| | 28I) ROOFING SYSTEMS W/ INSULATION- COMPLIED. |
| | |
| | 28J) ROOF HATCH- COMPLIED. |
| | |
| | 28K) LOUVER WALL- RUSKIN FL3283-R1 WAS SUBMITTED WITH |
| | THE WRONG MIAMI-DADE NOA FOR BACK UP |
| | |
| | 28L) ALCAN ALUCOBOND COMPOSITE WALL PANEL NOA |
| | 06-1019.02 IS A NON-FIRE RATED COMPOSITE PANEL, WHERE |
| | WILL THIS PRODUCT BE USED, TYPE I-B NONCOMBUSTIBLES AND |
| | SECTION 603? |
| | NOTE # 4 STUDS GRATER THAN 4'-0"IN HEIGHT MUST |
| | BE DESIGNED BY A FL PE FOR A MAXIMUM OF 90+/-. FLORIDA |
| | DOES HAVE ALCAN COMPOSITE PANELS LISTED ON WEBSITE. |
| | |
| | 29)COMPLIED. |
| | |
| | 30)COMPLIED. |
| | |
| | 31) BUILDING PROVISO: PLEASE PROVIDE THE MANUFACTURERS |
| | SPEC FOR FIRE RESISTANT RATING OF STRUCTURAL MEMBERS |
| | BEFORE FRAMING INSPECTION. THE CODE ANALYSIS INDICATES |
| | THIS TO BE A TYPE I-B BUILDING REQUIRING FIRE RATINGS |
| | OF THE STRUCTURAL STEEL AND BAR JOIST, PLEASE PROVIDE |
| | THE MANUFACTURERS SPEC AND THE THICKNESS REQUIRED TO |
| | ACHIEVE THE REQUIRED FIRE RATING. TABLE 601 & 721.5. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
