| Date |
Text |
| 2007-01-02 08:16:39 | BUILDING PLAN REVIEW |
| | PERMIT: 06120709 |
| | ADD: 401 CLEMATIS ST |
| | CONT: CATALFUMO CONSTRUCTION |
| | TEL: (561)307-4836 |
| | |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | |
| | FOUNDATION PERMIT: |
| | |
| | 105.13. SPECIAL FOUNDATION PERMIT |
| | WHEN APPLICATION FOR A PERMIT TO ERECT |
| | OR ENLARGE A BUILDING HAS BEEN FILED, & |
| | PENDING ISSURANCE OF SUCH PERMIT, THE |
| | BUILDING OFFICIAL MAY, AT HIS/ HER |
| | DISCRETION, ISSUE A SPECIAL PERMIT FOR |
| | THE FOUNDATION ONLY, UPON WRITTEN RE- |
| | QUEST OF THE OWNER AND CONTRACTOR. THE |
| | HOLDER OF SUCH A SPECIAL PERMIT IS PRO- |
| | CEEDING AT HIS OR HER OWN RISK AND WITH- |
| | OUT ASSURANCE THAT A PERMIT FOR THE |
| | REMAINDER OF THE WORK WILL BE GRANTED |
| | AND THAT CORRECTIONS WILL NOT BE RE- |
| | QUIRED IN ORDER TO MEET THE PROVISIONS |
| | OF THE TECHNICAL CODE. |
| | |
| | 1STREVIEW |
| | 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 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)SHEETS A1-1.1,A1-1.2 &A1-GA.1 THESE SHEETS CAN |
| | ONLY BE USED FOR DIMENSIONAL PUPPOSES ONLY, |
| | |
| | 3) STURTURAL SHEETS, "S" ONLY HAVE THE ENGINEERS |
| | INFORMATION, NO INFORMATION AS REQUIRED FOR |
| | TITLEBLOCK: |
| | |
| | 61G15-23.002 SEAL, SIGNATURE AND DATE SHALL BE |
| | AFFIXED. |
| | (1) A PROFESSIONAL ENGINEER SHALL SIGN HIS NAME AND |
| | AFFIX HIS SEAL TO ALL PLANS, SPECIFICATIONS, REPORTS, |
| | FINAL BID DOCUMENTS PROVIDED TO THE OWNER OR THE |
| | OWNER?S REPRESENTATIVE, OR OTHER DOCUMENTS PREPARED OR |
| | ISSUED BY SAID REGISTRANT AND BEING FILED FOR PUBLIC |
| | RECORD. THE DATE THAT THE SIGNATURE AND SEAL IS AFFIXED |
| | AS PROVIDED HEREIN SHALL BE ENTERED ON SAID PLANS, |
| | SPECIFICATIONS, REPORTS, OR OTHER DOCUMENTS IMMEDIATELY |
| | UNDER THE SIGNATURE OF THE PROFESSIONAL ENGINEER. (2) |
| | EACH SHEET OF PLANS AND PRINTS WHICH MUST BE SEALED |
| | UNDER THE PROVISIONS OF CHAPTER 471, F.S., SHALL BE |
| | SEALED, SIGNED AND DATED BY THE PROFESSIONAL ENGINEER |
| | IN RESPONSIBLE CHARGE. ENGINEERS SHALL LEGIBLY INDICATE |
| | THEIR NAME, ADDRESS, AND LICENSE NUMBER ON EACH SHEET. |
| | IF PRACTICING THROUGH A DULY AUTHORIZED ENGINEERING |
| | BUSINESS, ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME |
| | AND LICENSE NUMBER, AS WELL AS, THE NAME, ADDRESS, AND |
| | CERTIFICATE OF AUTHORIZATION NUMBER OF THE ENGINEERING |
| | BUSINESS ON EACH SHEET. A TITLE BLOCK ON EACH SHEET |
| | CONTAINING THE PRINTED NAME, ADDRESS, AND LICENSE |
| | NUMBER OF THE ENGINEER OR IF APPLICABLE, THE NAME AND |
| | LICENSE NUMBER OF THE ENGINEER, AND THE NAME, ADDRESS |
| | AND CERTIFICATE OF AUTHORIZATION NUMBER OF THE |
| | ENGINEERING BUSINESS WILL SATISFY THIS REQUIREMENT. |
| | ENGINEERS WORKING FOR LOCAL, STATE OR FEDERAL |
| | GOVERNMENT AGENCIES SHALL LEGIBLY INDICATE THEIR NAME |
| | AND LICENSE NUMBER, AND MAY INDICATE THE NAME AND |
| | ADDRESS OF THE AGENCY. A COVER OR INDEX SHEET FOR |
| | ENGINEERING SPECIFICATIONS MAY BE USED AND THAT SHEET |
| | MUST BE SIGNED, SEALED AND DATED BY THOSE PROFESSIONAL |
| | ENGINEERS IN RESPONSIBLE CHARGE OF THE PRODUCTION AND |
| | PREPARATION OF EACH SECTION OF THE ENGINEERING |
| | SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER |
| | SHEET OR INDEX SO THAT THE USER WILL BE AWARE OF EACH |
| | PORTION OF THE SPECIFICATIONS FOR WHICH EACH |
| | PROFESSIONAL ENGINEER IS RESPONSIBLE. ENGINEERING |
| | REPORTS MUST BE SIGNED, SEALED AND DATED ON A SIGNATURE |
| | PAGE OR COVER LETTER BY EACH PROFESSIONAL ENGINEER WHO |
| | IS IN RESPONSIBLE CHARGE OF ANY PORTION OF THE REPORT. |
| | A PROFESSIONAL ENGINEER MAY ONLY SEAL AN ENGINEERING |
| | REPORT, PLAN, PRINT OR SPECIFICATION IF THAT |
| | PROFESSIONAL ENGINEER WAS IN RESPONSIBLE CHARGE OF THE |
| | PREPARATION AND PRODUCTION OF THE ENGINEERING DOCUMENT |
| | AND THE PROFESSIONAL ENGINEER HAS THE EXPERTISE IN THE |
| | ENGINEERING DISCIPLINE USED IN PRODUCING THE |
| | ENGINEERING DOCUMENT IN QUESTION. |
| | (3) A PROFESSIONAL ENGINEER SHOULD NOT SEAL ORIGINAL |
| | DOCUMENTS MADE OF MYLAR, LINEN, SEPIA OR OTHER |
| | MATERIALS WHICH CAN BE CHANGED BY THE ENTITY WITH WHOM |
| | SUCH DOCUMENT(S) ARE FILED UNLESS THE PROFESSIONAL |
| | ENGINEER ACCOMPANIES SUCH DOCUMENT(S) WITH A SIGNED AND |
| | SEALED LETTER MAKING THE RECEIVER AWARE THAT COPIES OF |
| | THE ORIGINAL DOCUMENT AS DESIGNED BY THE PROFESSIONAL |
| | ENGINEER HAVE BEEN RETAINED BY THE PROFESSIONAL |
| | ENGINEER AND THAT THE PROFESSIONAL ENGINEER WILL NOT BE |
| | RESPONSIBLE FOR ANY SUBSEQUENT CHANGES TO THE |
| | REPRODUCIBLE ORIGINAL DOCUMENTS. |
| | (4) A PROFESSIONAL ENGINEER SHOULD NOT SEAL PRELIMINARY |
| | PLANS WHICH ARE NOT INTENDED FOR PERMIT, CONSTRUCTION, |
| | OR BIDDING PURPOSES. IF A PERMITTING AGENCY REQUIRES |
| | THAT PRELIMINARY PLANS SUBMITTED FOR REVIEW PURPOSES BE |
| | SIGNED AND SEALED, THEN THE ENGINEER SHOULD CLEARLY |
| | NOTE SUCH LIMITATIONS ON THE FACE OF THE PLANS, BY |
| | USING TERMS SUCH AS ?PRELIMINARY,? ?FOR REVIEW ONLY,? |
| | ?NOT FOR CONSTRUCTION,? OR ANY OTHER SUITABLE STATEMENT |
| | WHICH DENOTES THAT THE DOCUMENTS ARE FOR DESIGN REVIEW |
| | ONLY AND ARE NOT INTENDED FOR PERMIT, CONSTRUCTION, OR |
| | BIDDING PURPOSES. |
| | (5) ENGINEERS WHO WISH TO SIGN AND SEAL ELECTRONICALLY |
| | TRANSMITTED PLANS, SPECIFICATIONS, REPORTS, FINAL BID |
| | DOCUMENTS, OR OTHER DOCUMENTS SHALL FOLLOW THE |
| | PROCEDURES SET FORTH IN RULE 61G15-23.003, F.A.C. |
| | SPECIFIC AUTHORITY 471.025 FS. LAW IMPLEMENTED 471.025 |
| | FS. HISTORY?NEW 1-8-80, AMENDED 1-20-85, FORMERLY |
| | 21H-23.02, AMENDED 5-14-86, FORMERLY 21H-23.002, |
| | AMENDED 11-15-94, 8-18-98, 2-3-00, 2-22-01, 2-5-04. |
| | |
| | 4)SHEET S0-1.0 DESIGN CRITERIA: |
| | 4A)WIND DESIGN ONLY STATES THAT THIS BUILDING IS |
| | DESIGNED IN ACCORDANCE WITH FBC 2004,WHAT ? |
| | WIND LOADS ON EVERY BUILDING OR STRUCTURE SHALL BE |
| | DETERMINED IN ACCORDANCE WITH SECTION 6 OF ASCE 7. WIND |
| | SHALL BE ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION |
| | AND WIND PRESSURES SHALL BE ASSUMED TO ACT NORMAL TO |
| | THE SURFACE CONSIDERED. |
| | EXCEPTIONS: |
| | 1.PROVISIONS OF SECTION1609.6 SHALL BE PERMITTED |
| | FOR BUILDINGS 60 FEET (18.3 M) HIGH OR LESS. |
| | 2.WIND TUNNEL TESTS TOGETHER WITH APPLICABLE |
| | SECTIONS OF 1609.6 . |
| | 3.SUBJECT TO THE LIMITATIONS OF SECTIONS |
| | 1609.1.1.1 , 1609.1.4 , AND 1609.3 , THE PROVISIONS OF |
| | SBCCI SSTD 10 SHALL BE PERMITTED FOR APPLICABLE GROUP |
| | R2 AND R3 BUILDINGS FOR A BASIC WIND SPEED OF 130 MPH |
| | (58 M/S) OR LESS IN EXPOSURE B AND 110 MPH (49 M/S) OR |
| | LESS IN EXPOSURE C IN ACCORDANCE WITH FIGURE 1609 AND |
| | SECTION 1609.4 . |
| | 4.SUBJECT TO THE LIMITATIONS OF SECTIONS |
| | 1609.1.1.1 , 1609.1.4 , AND 1609.3 , PROVISIONS OF |
| | ANSI/AF&PA WFCM, WOOD FRAME CONSTRUCTION MANUAL FOR |
| | ONE- AND TWO-FAMILY DWELLINGS SHALL BE PERMITTED FOR |
| | APPLICABLE WOOD FRAME BUILDINGS OF GROUP R3 OCCUPANCY |
| | FOR A BASIC WIND SPEED OF 150 MPH OR LESS IN ACCORDANCE |
| | WITH FIGURE 1609 AND SECTION 1609.4 . |
| | 5.DESIGNS USING NAAMM FP-1001 SPECIFICATION FOR |
| | DESIGN LOADS OF METAL FLAGPOLE S. |
| | 6.SUBJECT TO THE LIMITATIONS OF SECTIONS |
| | 1609.1.1.1 , 1609.1.4, AND 1609.3 , THE PROVISIONS OF |
| | THE FC&PA GUIDE TO CONCRETE MASONRY RESIDENTIAL |
| | CONSTRUCTION IN HIGH WIND AREAS SHALL BE PERMITTED FOR |
| | APPLICABLE CONCRETE MASONRY BUILDINGS OF GROUP R3 |
| | OCCUPANCY FOR A BASIC WIND SPEED OF 130 MPH (58 M/S) OR |
| | LESS IN EXPOSURE B AND 110 MPH (49 M/S) OR LESS IN |
| | EXPOSURE C IN ACCORDANCE WITH FIGURE 1609 AND SECTION |
| | 1609.4 . |
| | 7.ANSI/TIA/EIA 222 SHALL BE PERMITTED FOR |
| | COMMUNICATION TOWER AND STEEL ANTENNA SUPPORT |
| | STRUCTURES AND SHALL MEET THE WIND LOADS OF ASCE 7 AND |
| | SHALL BE DESIGNED BY A QUALIFIED ENGINEER. |
| | 8.SUBJECT TO THE LIMITATIONS OF SECTIONS |
| | 1609.1.1.1 , 1609.1.4 , AND 1609.3 , THE PROVISIONS OF |
| | THE WPPC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREA S |
| | SHALL BE PERMITTED FOR APPLICABLE WOOD-FRAME BUILDINGS |
| | OF GROUP R3 OCCUPANCY FOR A BASIC WIND SPEED OF 130 MPH |
| | (58 M/S) OR LESS IN EXPOSURE B AND 110 MPH (49 M/S) OR |
| | LESS IN EXPOSURE C IN ACCORDANCE WITH FIGURE 1609 AND |
| | SECTION 1609.4 . |
| | 9.DESIGNS USING AASHTO |
| | |
| | 4B)WIND DESIGN : PLANS INDICATE BUILDING CATEGORY II, |
| | PLEASE SEE TABLE 1-1 OF SECTION 6 OF ASCE 7-02.THIS |
| | BUILDING COULD BE CLASSIFIED AS A III HAVING OCCUPANT |
| | LOADS OF GREATER THAN 300 PEOPLE IN A CONGREGATED AREA |
| | OR CLASSIFIED AS A BUILDING CATEGORYIVAS A BUILDING |
| | HOUSING ESSENTIAL SERVICES. |
| | |
| | 5) FOUNDATION PERMIT , FEES ARE TO BE PAID. |
| | |
| | 6)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)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 CON- |
| | TAIN A STATEMENT THAT, TO THE BEST OF |
| | THE ARCHITECT'S PR 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. |
| | |
| | |
| | |
| | BUILDING PROVISO: |
| | 8 ) 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. |
| | |
| | BUILDING PROVISO: |
| | 9 ) 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. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
