Plan Review Notes
Plan Review Notes For Permit 06111071
Permit Number 06111071
Review Stop B
Sequence Number 1
Notes
Date Text
2007-10-02 08:59:20MYRON JACOBS
 BUILDING PLAN REVIEWER
 (561)805-6726
 [email protected]
2007-01-09 18:36:46BUILDING PLAN REVIEW
 PERMIT:06111071
 ADD:2455 METROCENTRE BLVD
 CONT:AUTO BUILDERS GENERAL CONT.SVCS. INC
 TEL: (561)622-3515
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 HOMEWOOD SUITES
 5 - STORY 114 UNITS.
  
 REVIEW 1ST
 ACTION: DENIED
  
 1) -----VERY INPORTANT 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 ON THE REVISION MADE, IDENTIFYING THE
 SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN VE
 FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
  
 2 ) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS
 NOT ACTUALLY
 COMMENCED WITHIN 90 DAYS AFTER THE RECORDING THEREOF,
 SUCH NOTICE IS NULL & VOID.
  
 3)FBC. 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)109.3.6*WPB ADMINISTRATIVE CODE- THIS BUILDING IS
 CONSIDERED A "THRESHOLD BUILDING" WHICH WILL REQUIRE
 THREE (3) SETS OF PLANS, REPORTS AND SUBMITTALS TO THE
 BUILDING DEPARTMENT FOR REVIEW.
  
 5)FL.S. 553.71(7). "THRESHOLD BUILDING" MEANING ANY
 BUILDING WHICH IS GREATER THAN THREE STORIES OR 50 FEET
 (15 240 MM) IN HEIGHT, OR WHICH HAS AN ASSEMBLY
 OCCUPANCY CLASSIFICATION THAT EXCEEDS 5,000 SQUARE FEET
 IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A
 SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
 A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER OR ARCHITECT
 OF RECORD. THE STRUCTURAL INSPECTION PLAN MUST BE
 SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE ISSUANCE
 OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A
 THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL
 INSPECTION PLANS IS TO PROVIDE SPECIFIC INSPECTION
 PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE
 ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED
 DOCUMENTS.
  
 6)FBC.109.3.6.6CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A SPECIAL INSPECTOR AS
 REQUIRED BYSEC. 553.79(5) FLORIDA STATUTES TO THE
 MINIMUM INSPECTIONS REQUIRED BY THIS CODE. CONTACT
 HARALD PISKURA MANAGER OF THE SPECIAL INSPECTOR PROGRAM
 AT (561) 805-6711 FOR FURTHER INFORMATION BEFORE THE
 PERMIT MAY BE ISSUED.
  
 7)109.3.6.4.4 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
 MINIMUM BUILDING CODES AND THE APPLICABLE FIRE-SAFETY
 STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA
 STATUTES.
  
 8)PLEASE NOTE:109.3.10* RESERVED. 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 GRANTED BY THE
 APPLICABLE PROPERTY OWNER, UNDER TERMS OR CONDITIONS
 AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS
 INCLUDES, BUT IS NOT LIMITED TO, THE CONTROL OF DUST,
 NOISE, WATER OR DRAINAGE RUN-OFFS, DEBRIS, AND THE
 STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
 ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
 WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, AND
 MAY REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE POSITIVE DRAINAGE
 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 800
 SQUARE FEET 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.
  
 9)PLEASE NOTE: 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
 HOURS 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
 PERSON WHO FAILS TO REMOVE OR SECURE THE CONSTRUCTION
 MATERIALS EQUIPMENT AND DEBRIS WITHIN 24 HOURS AFTER A
 HURRICANE WATCH HAS BEEN ISSUED SHALL BE SUBJECT TO A
 FINE NOT TO EXCEED $500. IN ADDITION TO THE ABOVE, A
 LICENSED CONTRACTOR WHO VIOLATES THIS SECTION SHALL BE
 SUBJECT TO DISCIPLINE PURSUANT TO SECTION 113 OF THIS
 CHAPTER.
  
 10)PLEASE NOTE: 104.6*/1069.1.4/1714.5 STANDARDS FOR
 WIND-BORNE DEBRIS INPACT PROTECTION. RECOGNIZING SUCH
 CONCERNS AS ABSENTEE OWNERS,OR CASES WHERE LONGER TIME
 & EFFORT IS NECESSARY TO SECURE SHUTTERS ON LARGE OR
 MULTI-STORY BUILDINGS, WHAT MEASURES ARE BEING
 RECOMMENDED OR IMPLEMENTED TO ENSURE THAT COMPLETE
 INSTALLATION OR SECURING IS DONE SUFFICIENTLY IN
 ADVANCE OF THE HURRICANE?
  
 IN MATTERS CONCERNING PUBLIC SAFETY, HEALTH, AND THE
 GENERAL WELFARE NOT SPECIFICALLY ADDRESSED IN THE CODE,
 SECTION 104.6 OF THE FLORIDA BUILDING CODE, BUILDING,
 CHAPTER 1,
  
 ADMINISTRATIVE CODE 2004 EDITION AS AMENDED BY THE CITY
 OF WEST PALM BEACH,PROVDES THE ABILITY FOR THE BUILDING
 OFFICIAL TO IMPLEMENT REQUIREMENTS FOR ENSURING
 STABILITY, STRENGHT, AND THE PROPER OPERATION OF
 EXISTING BUILDINGS.
  
 IN ORDER TO ESSURE THE SECURING OF SHUTTERS ON LARGE OR
 MULTI-STORY BUILDINGS, OR MULTIPLE BUILDINGS ON THE
 SAME PROPERTY,PRE-STORM PREPARATION PLANS MUST BE
 SUBMITTED BY THE PROPERTY OWNERS OR MANAGING AGENTS FOR
 REVIEW BY THE CONSTRUCTION SERVICES DEPARTMENT. ANY
 SUCH PLAN SHALL INCLUDE, AT A MINMUM, ON SITE LOCATION
 OF THE SHUTTERS, PARTY RESPONSIBLE FOR SECURING THE
 SHUTTERS (SAID PARTY MUST BE LOCATED WITHIN PALMBEACH
 COUNTY), TOTAL NUMBER OF OPENINGS TO BE PROTECTED AND
 THE TOTAL TIME REQUIRED TO SECURE ALL OPENINGS.
 PROTECTION OF OPENINGS SHALL BE ACCOMPLISHED WITHIN
 TWELVE (12) HOURS OR LESS OF THE OFFICIAL NOTIFICATION
 BY THE NATIONAL WEATHER SERVICES OF A HURRICANE WATCH.
  
 PROVISIONS IN THE BUILDING CODES (AND THIS STANDARD)
 ARE NOT INTENDED TO PROHIBIT TO USE OF ALTERNATE
 MATERIALS AND METHODS, AND THE BUILDING OFFICIAL TO
 REVIEW AND APPROVEANY ALTERNATE DEEMED EQUIVALENT IN
 QUALITY,STRENGHT, EFFICTIVENESS, FIRE RESISTANCE,
 DURABILITY AND SAFETY PRESCRIBED BY THIS CODE. BASED
 UPON THIS CODE PROVISION, ACCEPTANCE OF ALTERNATE
 MATERIALS AND METHODS MAY BE APPROVED ON A CASE-BY-CASE
 PASIS AND SHALL REQUIRE SUFFICIENT EVIDENCE OR PROOF TO
 SUBSTANTIATE ANY CLAIM MADE REGARDING THE ALTERNATE.
  
 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) 106.3.3* PRODUCT APPROVALS- 2004
 THOSE PRODUCTS THAT ARE RGULATED BY DCA
 RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITTING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 13) 61G1-16.004FL. ADMIN. CODE.PLANS
 PREPARED BY A REGISTERED ARCHITECT SHALL
 INCLUDE A TITLE BLOCK WHICH MUST:
 - STATE THE FIRM NAME, ADDRESS AND
 TELEPHONE NUMBER
 - STATE THE FIRM LICENSE NUMBER
 - STATE PROJECT NAME OR IDENTIFICATION
 - STATE DATE PREPARED
 - INCLUDE AN ORIGINAL SIGNATURE AND
 DATED SEAL
 - INCLUDE THE PRINTED NAME OF THE
 ARCHITECT SEALING THE PLANS
  
 14) 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.).
  
 15) 471.023 F.S.CERTIFICATE OF
 AUTHORIZATION.THE TITLE BLOCK FOR ANY
 SHEET BEARING THE NAME OF AN ENGINEER
 PRACTICING UNDER A FICTITIOUS NAME, A
 CORPORATION, OR A PARTNERSHIP, OFFERING ENGINEERING
 SERVICES, SHALL INCLUDE THE CERTIFICATE OF
 AUTHORIZATION NUMBER.
 ADD THE NUMBER TO EACH SHEET.THIS MAY BE ADDED BY
 HAND.
  
 16) 110.2* W. P. B. ADMINISTRATIVE
 CODE, INFORMATION THAT IS REQUIRED FOR
 RECORD KEEPING & FOR CERTIFICATE OF
 OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH
 THE PERMIT WAS ISSUED. OK
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601. OK
 D) THE DESIGN OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED, WHETHER THE SPRINKLER SYSTEM
 IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT.
 -------------------------------------
 ) NUMBERBER OF ROOMS
 ) SQ. FT. LIV SPACE/ FL
 ) SQ. FT. FOOTPRINT
 ) SQ. FT. UNDER ROOF (TOTAL)
 ) OCCUPANT LOAD
 ) FLOOD ZONE
 ) FLOOD ELEVATION
 )L.O.M.R.
  
 17) 108.3* THE CLAIMED VALUE IS LOW. IF IN THE OPINION
 OF THE BUILDING OFFICIAL THE CLAIMED VALUATION OF
 BUILDING, ALTERATION STRUCTURE, ELECTRICAL,GAS,
 MECHANICAL OR PLUMBING SYSTEMS APPEARS TO BE
 UNDERESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE
 DENIED. FOR PERMITTING PURPOSES VALUATION OF BUILDINGS
 AND SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO
 INCLUDE STRUCTURAL, ELECTRIC, PLUMBING, MECHANICAL,
 INTERIOR FINISH, NORMAL SITE WORK, ARCHITECTURAL AND
 DESIGN FEES, MARKETING COST, OVERHEAD AND PROFIT;
 EXCLUDING ONLY LAND VALUE. VALUATION REFERENCES MAY
 INCLUDE THE LATEST PUBLISHED DATA OF NATIONAL
 CONSTRUCTION COST ANALYSISSERVICES (MARSHALL-SWIFT,
 MEANS,ETC.) WITH REGIONAL ADJUSTMENTS FOR LOCATION AS
 PUBLISHED BY INTERNATIONAL CODE CONGRESS.
  
 18)THE NUMBER OF GUEST ROOMS ON SHEET G-000 IS 130,
 THEN ON SHEET G-OO2 INDICATE 114 GUEST ROOMS.
  
 19)SHEET A-101 FBC. 707.13REFUUSE AND LAUNDRY
 CHUTES,ACCESS AND TREMINATION ROOMS AND INCINERATOR
 ROOMS SHALL MEET THE REQUIREMENTS OF SECTIONS 707.13.1
 THROUGH 707.13.6
  
 20)ON SHEET A-603, INDICATE THE DOOR RATING FOR THE
 TERMINATION ROOM OF THE REFUSE AND LAUNDRY CHUTES PER
 TABLE 715.3. THE DOOR RATINGS SHALL BE INDICATED IN
 MINIUTES OR HOURS. STATING THE RATING AS "PER CODE". IS
 INSUFFICIENT INFORMATION. BE MORE SPECIFIC USING
 SECTION 715 FBC AND TABLE 715.3,
  
 21)
  
  
  
  
  
  
  


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