Plan Review Notes
Plan Review Notes For Permit 17081207
Permit Number 17081207
Review Stop B
Sequence Number 2
Notes
Date Text
2017-11-21 11:28:232014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17081207
 ADD: 300 CLEMATIS ST. 1ST FLOOR LEVEL
 CONT: TBD/ TO BE DETERMINED
 TEL: 954-709-4638 / CLAUDIA GILL # 954
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: TUES. NOV. 21/ 2017
 ACTION: DENIED
  
 WARNING!!!!! 4X FEE / NOTICE!!!!! FLORIDA STATUTE
 553.80(2)(B)
 WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
  
 1) SHEET A0.1:
 1A) COMPLIED. OCCUPANCY.
  
 1B)SEMI-COMPLIED. THE DESIGNER OF RECORD HAS ON SHEETS
 A0.1, A1.5 & A2.0 PROVIDED (2) OPTIONS OF HOW CODE
 COMPLIANCE IS TO BE MADE FOR COMPLIANCE WITH SECTION
 1012.1.1.2 OF THE EXISTING BUILDING CODE AND THE FBC-B
 SECTION 707.3.10 & TABLE 707.3.10 AND REQUIRED 2 HOUR
 ASSEMBLY.
 PLEASE PROVIDE THE MANUFACTURERS SPECIFICATIONS AS TO
 HOW THIS SYSTEM WILL MAINTAIN A 2 HOUR FIRE RATING. THE
 MANUFACTURE WILL NEED TO SUPPLY IF THE FLOOR JOIST SIZE
 IS A CONCERN, SUB-FLOOR DECKING, AND AT WHAT RATE OF
 APPLICATION. THE CENTER SECTION OF THE BUILDING WHERE
 THERE WAS A MEZZANINE OPENING, THE INFILL IS STEEL AND
 METAL DECKING, A SECOND ANALYSIS WILL NEED TO BE
 COMPLETED FOR THIS FLOOR ASSEMBLY FOR A 2 HOUR FIRE
 RATING.
 THE OTHER ISSUE IS HOW ARE THE FLOOR JOIST BEARING?
 WHAT TYPE OF SUPPORT IS PROVIDED THAT WILL GIVE THEM A
 2 HOUR FIRE RATING. IS THERE WOOD FRAME WALLS
 SUPPORTING THE FLOOR JOIST OR ARE THE EXTERIOR WALLS
 MASONRY OR TERRA COTTA TILE? 107.2.1.3. ADDITIONAL
 INFORMATION IS REQUIRED.
  
 2) SHEET A1.5 EGRESS PLAN.
  
 2A) 2ND REQUEST. RESPONSE INDICATES A SURVEY WAS
 PROVIDED IN THE RESUBMITTED PLANS.
 1ST ROUND OF COMMENTS. SHEET A1.5 INDICATES THE MAIN
 DOUBLE EXIT DOORS (CLEMATIS SIDE) TO SWING OUT WHICH IS
 REQUIRED BY CODE WHEN THERE IS AN OCCUPANT LOAD OF 50
 OR MORE FBC-B 1008.1.2. THE UNKNOWN IS WHERE THE
 PROPERTY LINE IS LOCATED; NO SURVEY WAS SUBMITTED
 ESTABLISHING THE LOCATION OF THE PROPERTY LINE. PLEASE
 PROVIDE COMPLIANCE WITH SECTION 3202.2.
 FBC-B 3202.2. ENCROACHMENTS ABOVE GRADE AND BELOW 8
 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN
 HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS
 SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 2B) 2ND REQUEST. ACCESSIBILITY. EXISTING BUILDING CODE
 1012.1.4 ALL BUILDINGS UNDERGOING A CHANGE IN OCCUPANCY
 CLASSIFICATION SHALL COMPLY WITH SECTION 1012.8.
 1012.8. ACCESSIBILITY. EXISTING BUILDINGS THAT UNDERGO
 A CHANGE IN OCCUPANCY CLASSIFICATION SHALL COMPLY WITH
 THE PROVISIONS OF THE FBC-ACCESSIBILITY.
  
 THE PERMIT APPLICATION INDICATES A VALUE OF #125,000.00
 DOLLARS. PLEASE PROVIDE A COST ESTIMATE ON LETTERHEAD
 WHERE UP TO 0.20 % OF THE CONTRACT VALUE OR $25,000.00
 DOLLARS CAN BE SPENT IN ACCESSIBLE UPGRADES. SECTION
 202.4.2 ACCESSIBLE FEATURES IN THE EVENT OF
 DISPROPORTIONALITY PROVIDES A LIST OF ELEMENTS AND IN
 WHAT ORDER THEY ARE GIVEN. IF DISPROPORTIONALITY OCCURS
 BEFORE THE LIST IS COMPLETED THEN, THAT IS ALL THAT IS
 REQUIRED UNDER THE FLORIDA ACCESSIBILITY CODE, THE
 OWNERS AND TENANT STILL WOULD HAVE OBLIGATIONS UNDER
 THE REMOVAL OF BARRIERS UNDER THE TITLE III OF THE ADA.
  
 2014 FBC-ACCESSIBILITY CODE. 202.4.2 ACCESSIBLE
 FEATURES IN THE EVENT OF DISPROPORTIONALITY.
 WHEN THE COST OF ALTERATIONS NECESSARY TO MAKE THE PATH
 OF TRAVEL TO THE ALTERED AREA FULLY ACCESSIBLE IS
 DISPROPORTIONATE TO THE COST OF THE OVERALL ALTERATION,
 THE PATH OF TRAVEL SHALL BE MADE ACCESSIBLE TO THE
 EXTENT THAT IT CAN BE MADE ACCESSIBLE WITHOUT INCURRING
 DISPROPORTIONATE COSTS. IN CHOOSING WHICH ACCESSIBLE
 ELEMENTS TO PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE
 ELEMENTS THAT WILL PROVIDE THE GREATEST ACCESS, IN THE
 FOLLOWING ORDER: (I) AN ACCESSIBLE ENTRANCE; (II) AN
 ACCESSIBLE ROUTE TO THE ALTERED AREA; (III) AT LEAST
 ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE UNISEX
 RESTROOM; (IV) ACCESSIBLE TELEPHONES; (V) ACCESSIBLE
 DRINKING FOUNTAINS; AND (VI) WHEN POSSIBLE, ADDITIONAL
 ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE, AND
 ALARMS.
  
 2C) 2ND REQUEST. THE RESPONSE LETTER INDICATES THAT THE
 20 % WAS SPENT ON THE ADA RESTROOMS. PLEASE REVIEW THE
 ABOVE REQUEST. THE ACCESSIBILITY CODE IS QUITE CLEAR
 WHERE THE FUNDS ARE TO BE SPENT; AN ACCESSIBLE ENTRANCE
 IS THE FIRST REQUIREMENT UNDER THE ACCESSIBILITY CODE.
 THE RAMP ON THE OLIVE AVE. SIDE WOULD HAVE TO BE
 VERIFIED IT MEETS THE 1:10 TO 1:12 SLOPE REQUIREMENT
 FOR A RISE OF NO MORE THAN 6 INCHES.
 THE FBC-B AND ACCESSIBILITY CODE BOTH REQUIRE 2 MEANS
 OF EGRESS AND THE ACCESSIBILITY CODE ALSO WILL REQUIRE
 2 ACCESSIBLE ENTRANCES AND EXITS. 2014
 FBC-ACCESSIBILITY CODE. 206.4.1 PUBLIC ENTRANCES.
 (DOORWAYS) IN ADDITION TO ENTRANCES REQUIRED BY 206.4.2
 THROUGH 206.4.9, AT LEAST 60 PERCENT OF ALL PUBLIC
 ENTRANCES SHALL COMPLY WITH 404. BARRIERS AT COMMON OR
 EMERGENCY ENTRANCES AND EXITS OF BUSINESS
 ESTABLISHMENTS CONDUCTING BUSINESS WITH THE GENERAL
 PUBLIC THAT ARE EXISTING, UNDER CONSTRUCTION, OR UNDER
 CONTRACT FOR CONSTRUCTION WHICH WOULD PREVENT A PERSON
 FROM USING SUCH ENTRANCES OR EXITS SHALL BE REMOVED. 2
 X 0.6 = 1.2 OR 2 ROUND UP NOT DOWN. THE FRONT ENTRY
 WOULD ALSO HAVE TO HAVE A CODE COMPLIANT EGRESS RAMP ON
 THE CLEMATIS SIDE OF THE BUILDING.
  
  
 1ST ROUND OF COMMENTS. SHEET A1.5 DOES NOT SHOW IF THE
 2 MEANS OF EGRESS FROM THE CLEMATIS SIDE AND THE 2ND
 MEANS OF EGRESS FROM OLIVE ARE LEVEL WITH THE SIDEWALK.
 THE FINISH FLOOR WITHIN THE TENANT SPACE IS
 APPROXIMATELY 6 TO 8 INCHES ABOVE THE SIDEWALK. 1ST ON
 THE LIST IS AN ACCESSIBLE ENTRANCE; PLEASE NOTE WITH
 THE OCCUPANT LOAD OF GREATER THAN 50 IT REQUIRES 2
 MEANS OF EGRESS.
 2014 FBC-ACCESSIBILITY CODE. 206.4.1 PUBLIC ENTRANCES.
 (DOORWAYS) IN ADDITION TO ENTRANCES REQUIRED BY 206.4.2
 THROUGH 206.4.9, AT LEAST 60 PERCENT (2 X 0.60 = 1.2 OR
 2) OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH 404.
 BARRIERS AT COMMON OR EMERGENCY ENTRANCES AND EXITS OF
 BUSINESS ESTABLISHMENTS CONDUCTING BUSINESS WITH THE
 GENERAL PUBLIC THAT ARE EXISTING, UNDER CONSTRUCTION,
 OR UNDER CONTRACT FOR CONSTRUCTION WHICH WOULD PREVENT
 A PERSON FROM USING SUCH ENTRANCES OR EXITS SHALL BE
 REMOVED.
  
 2D)SEMI- COMPLIED, SEE COMMENT ABOVE FOR A 2ND
 ACCESSIBLE ENTRANCE FOR THE CLEMATIS SIDE.
 2014 FBC-B 1003.5 ELEVATION CHANGE. PLEASE SHOW HOW THE
 2ND ACCESSIBLE ENTRANCE (CLEMATIS ST.)WITH RAMP.
 1ST ROUND OF COMMENTS. WHERE CHANGES IN ELEVATION OF
 LESS THAN 12 INCHES EXIST IN THE MEANS OF EGRESS,
 SLOPED SURFACES SHALL BE USED. WHERE THE SLOPE IS
 GREATER THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL
 (5-PERCENT SLOPE), RAMPS COMPLYING WITH SECTION 1010
 SHALL BE USED. WHERE THE DIFFERENCE IN ELEVATION IS 6
 INCHES OR LESS, THE RAMP SHALL BE EQUIPPED WITH EITHER
 HANDRAILS OR FLOOR FINISH MATERIALS THAT CONTRAST WITH
 ADJACENT FLOOR FINISH MATERIALS.
 1003.5.1 ACCESSIBILITY. FOR ACCESSIBILITY PROVISIONS
 RELATED TO CHANGES IN LEVELS, SEE THE FLORIDA BUILDING
 CODE, ACCESSIBILITY. SEE RAMPS 405. 1- 10 AND HANDRAILS
 505.1-10.2.
  
 3) SHEET A2.0:
  
 3A) 2ND REQUEST, SEMI-COMPLIED. SHEET A6.0 THE DOOR
 SCHEDULE LIST DOORS 101B & 101C UNDER HARDWARE AS
 ETR, PLEASE DEFINE. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
 1ST ROUND COMMENTS. SHEET A2.0 SHOWS THE 3 EGRESS DOORS
 101 A, B, & C. SHEET A3.0 THE DOOR SCHEDULE ONLY SHOWS
 DOOR 101C WITH THE REQUIRED PANIC HARDWARE. ONLY (1) OF
 THE FRONT ENTRY DOORS CAN HAVE A KEYED LOCK THE OTHER
 HAS TO HAVE PANIC HARDWARE.
 IN FBC-B 1008.1.9.3 LOCKS AND LATCHES. LOCKS AND
 LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF
 DOORS WHERE ANY OF THE FOLLOWING EXISTS:
 1. PLACES OF DETENTION OR RESTRAINT.
 2. IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT
 LOAD OF 300 OR LESS, GROUPS B, F, M AND S,
 AND IN PLACES OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR
 DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED
 WITH KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE
 PROVIDED:
 2.1. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS
 LOCKED;
 2.2. A READILY VISIBLE DURABLE SIGN IS POSTED ON THE
 EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS
 DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE
 SIGN SHALL BE IN LETTERS 1 INCH HIGH
 ON A CONTRASTING BACKGROUND; AND
 2.3. THE USE OF THE KEY-OPERATED LOCKING DEVICE IS
 REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE.
 3. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED
 AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TO BE
 USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC
 FLUSH BOLTS HAS NO DOORKNOB OR SURFACE-
 MOUNTED HARDWARE.
  
 3B) 2ND REQUEST. PLEASE NOTE THIS DOOR(101B) IS AN
 EXISTING DOOR UNDER THE EXISTING BUILDING CODE SECTION
 1012.8 THE EXISTING BUILDING CODE SENDS YOU TO THE 2014
 ACCESSIBILITY CODE UNDER THE DISPROPORTIONATE COST (II)
 AN ACCESSIBLE ROUTE TO ALTERED AREAS THIS DOOR WOULD BE
 REQUIRED TO BE MADE ACCESSIBLE BEFORE ANY WORK WOULD BE
 INCLUDED IN BRINGING THE RESTROOMS INTO CONFORMANCE,
 RESTROOMS IS THE 3RD AREA AND IN THAT ORDER WHERE FUNDS
 ARE TO BE SPENT, (III) AT LEAST ONE ACCESSIBLE RESTROOM
 FOR EACH SEX OR A SINGLE UNISEX RESTROOM. ACCESSIBILITY
 CODE SECTION ACCESS. CODE 404.2.4 MANEUVERING
 CLEARANCES. MINIMUM MANEUVERING CLEARANCES AT DOORS AND
 GATES SHALL COMPLY WITH 404.2.4. MANEUVERING CLEARANCES
 SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE
 REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. ALSO LOOK
 AT 404.3 AUTOMATIC AND POWER ASSISTED DOORS AND THE
 REQUIREMENT FOR BATTERY BACK UP IN CASE OF FAILURE OF
 ELECTRIC.
  
 1ST ROUND OF COMMENTS. THERE IS AN EXISTING DOOR (101B)
 IN THE CORRIDOR THAT LEADS TO THE RESTROOMS JUST PAST
 THE BACKROOM # 104. THIS IS AN EXISTING DOOR THAT WOULD
 STILL NEED TO MEET THE ACCESSIBILITY CODE SECTION
 ACCESS. CODE 404.2.4 MANEUVERING CLEARANCES. MINIMUM
 MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY
 WITH 404.2.4. MANEUVERING CLEARANCES SHALL EXTEND THE
 FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE
 OR HINGE SIDE CLEARANCE. ALSO LOOK AT 404.3 AUTOMATIC
 AND POWER ASSISTED DOORS AND THE REQUIREMENT FOR
 BATTERY BACK UP IN CASE OF FAILURE OF ELECTRIC.
  
 4) 2ND REQUEST. THE RESPONSE INDICATES SEE SHEET A6.0
 FOR WIND DESIGN CRITERIA ADDED TO STOREFRONT. PLEASE
 NOTE PRESSURES WERE ADDED BUT THE WIND DESIGN CRITERIA
 THAT THE PRESSURES ARE DERIVED FROM WERE NOT.
 1ST ROUND OF COMMENTS. SHEET A3.0 SHOWS THE ELEVATIONS
 WITH NEW STOREFRONT WINDOW AND DOOR ASSEMBLIES. SHEET
 A0.1 LIST THE PRODUCT APPROVALS REQUIRED FOR THIS
 PROJECT BUT THERE IS NO WIND DESIGN CRITERIA GIVEN, NO
 PRESSURES.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 4.2. RISK CATEGORY.
  
 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 4.5. SEMI-COMPLIED, PRESSURES ARE NOT STATED IF THEY
 ARE IN VULT OR VASD. DESIGN WIND PRESSURES TO BE USED
 FOR EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
 SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL RESPONSIBLE FOR THE DESIGN OF THE
 STRUCTURE, PSF.
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 5) 2ND REQUEST. RESPONSE LETTER STATES THE ARCHITECTS
 SHOP DRAWING STAMP OF APPROVAL IS ON THE PRODUCT
 APPROVALS, OF THE 4 APPROVALS SUBMITTED NONE HAVE THE
 SHOP DRAWING STAMP OF APPROVAL.
 1ST ROUND OF COMMENTS. NONE OF THE PRODUCT APPROVALS
 SUBMITTED SHOW THEY WERE APPROVED BY THE DESIGNER OF
 RECORD.
 W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 5A)2ND REQUEST. PLEASE NOTE THE SUBMITTED NEW PRODUCT
 APPROVAL WITH STAMP NOT IN THE PERMIT PACKAGE PLANS,
 STAPLED TO COMMENTS. THE PRODUCT APPROVAL IS STAPLED
 SHUT TO YOU CANNOT VIEW THE PRODUCT APPROVAL.
  
 THE NOA FOR THE ALUMINUM ROOF TOP A/C STAND SUBMITTED
 WAS 13-1017.09, THE SHEET A.01 LIST NOA 17-0320.02.
 PLEASE IDENTIFY THE FOLLOWING REQUIREMENTS CALCULATING
 THE AREA (SIDE VIEW) OF THE ROOF TOP COMPRESSORS,
 CONFIGURATION ON STAND, THE MEAN ROOF HEIGHT OF THE
 STAND AND COMPRESSORS, WEIGHT, CIRCLED THE DESIGN
 PARAMETERS IN THE TABLES, ANCHORS AND UPLIFT VERSES
 MOMENT FOR THE UNIT TO THE STAND AND THE STAND TO THE
 ROOF. THE PRODUCT APPROVAL IS TO BE REVIEWED BY THE
 DESIGNER OF RECORD, APPROVED BEFORE SUBMISSION TO THE
 BUILDING DEPARTMENT.
  
 5B) 2ND REQUEST. . PLEASE NOTE THE SUBMITTED NEW
 PRODUCT APPROVAL WITH STAMP NOT IN THE PERMIT PACKAGE
 PLANS, STAPLED TO COMMENTS. THE PRODUCT APPROVAL IS
 STAPLED SHUT TO YOU CANNOT VIEW THE PRODUCT APPROVAL.
 THE SHEET A.01 LIST FOR THE STOREFRONT NOA 14-0430.28
 WHICH IS IR-500 ALUMINUM STOREFRONT SYSTEM.
 SUBMITTED IS NOA 15-0622.11 WHICH WAS NOT REFERENCED
 BUT WILL BE REQUIRED SINCE THE STOREFRONT DOORS ARE
 UNDER A SEPARATE PRODUCT APPROVAL, MISSING IS THE
 GLAZED WINDOW STOREFRONT NOA.
 IDENTIFY GLAZING/ MULLIONS.
 PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE
 SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION
 TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH
 GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED,
 ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING
 SIZE. 2014 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND
 DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED
 MANUFACTURERS INSTRUCTIONS. FASTENER SIZE AND SPACING
 SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE
 CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN
 THE TESTS.
  
 5C) 2ND REQUEST. NOA 15-0218.11 TC-5 STYLE STEEL ROOF
 CURB FOR CARRIER ROOFTOP UNITS. SHEET 2 OF 5 STATES
 RESTRAINT BRACKET QUANTITY TO BE DETERMINED BY PROJECT
 SPECIFIC CALCULATIONS. THE CALCULATIONS HAVE NOT BEEN
 PROVIDED. PLEASE NOTE TECH PAGE 5 OF 5. RESTRAINT
 BRACKET QUANTITY IS DETERMINED BY PROJECT SPECIFIC
 CALCULATIONS, PERFORMED BY A FLORIDA LICENSED PE OR
 FLORIDA REGISTERED ARCHITECT THAT CONSIDER THE UNIQUE
 COMBINATION OF THE UNIT SIZE AND APPLICABLE LATERAL AND
 UPLIFT PRESSURES FOR EACH JOB. PLEASE PROVIDE
 CALCULATION FOR HOW MANY BRACKETS WILL BE NEEDED FOR
 EACH TYPE OF UNIT.
  
 5D) 2ND REQUEST. NOA 15-1109.04 PLEASE IDENTIFY THE
 COMPONENTS MAKING UP THE SYSTEM AND PAGE 8 OF 9 THE
 FASTENERS AND SUBSTRATE. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 6) COMPLIED.
  
 7) CHANGE IN OCCUPANCY IS REQUIRED TO BE REVIEWED BY
 THE PALM BEACH COUNTY IMPACT FEE OFFICE FOR ASSESSMENT
 BEFORE PERMIT ISSUANCE. 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.
  
 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  


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