Plan Review Notes
Plan Review Notes For Permit 07060501
Permit Number 07060501
Review Stop B
Sequence Number 2
Notes
Date Text
2007-10-24 14:48:57CONSTRUCTION SERVICES DEPARTMENT
 200 SECOND STREET, 3RD FLOOR,
 WEST PALM BEACH, FLORIDA33401
 TEL:561-805-6713FAX:561-805-6731
  
 JAMES JOHNSTON,
 E-MAIL:JJOHNSTON @WPB.ORG
 BUILDING PLAN EXAMINER II
  
 PERMIT NO 07060501
 ADDRESS7204 S. DIXIE HIGHWAY
 PROJECT FOREST POINT 1ST STORY
  
 DATE NOVEMBER 5, 2007
  
 BUILDINGPLANREVIEWFLORIDA BUILDING CODES
 2004
  
 THE FOLOWING COMMENTS ADDRESS THE PREVIOUS
 CRITQUE COMPLETED ON 7/29/07 BY JIM WHITMER
  
 1. COMPLIED
  
 2. COMPLIED
  
 3. COMPLIED
  
 4.
 NOT IN COMPLIANCE2ND REQUEST
  
 FBCBUILDING 104.3 EXAMINATION
 OF DOCUMENTS
 104.3.1 PLAN REVIEW. THE BUILDING OFFICIAL SHALL
 EXAMINE OR
 CAUSE TO BE EXAMINED EACH APPLICATION FOR A PERMIT AND
 THE
 ACCOMPANYING DOCUMENTS, CONSISTING OF DRAWINGS,
 SPECIFICATIONS, COMPUTATIONS AND ADDITIONAL DATA, AND
 SHALL
 ASCERTAIN BY SUCH EXAMINATIONS WHETHER THE
 CONSTRUCTION
 INDICATED AND DESCRIBED IS IN ACCORDANCE WITH THE
 REQUIREMENTS OF THE TECHNICAL CODES AND ALL OTHER
 PERTINENT
 LAWS OR ORDINANCES.
  
 COMMENT- PLEASE FURNISH THE THE FOLLOWING
 INFORMATION
  
 ON THE COVER SHEET
 PROJECT INFORMATION
 FBC2004 BUILDING W/ 2005 AND 6 REVISIONS
 FBC2004 ACCESSIBILITYCHAPTER 11
 TYPE OF CONSTRUCTION
 SPRINKLED / UN-SPRINKLED
 BASIC WIND SPEED - MPH
 WIND EXPOSURE
 WIND IMPORTANCE FACTOR & BUILDING CATEGORY INTERNAL
 PRESSURE COEFFICIENT
 TYPE OF OCCUPANCY
 OCCUPANT LOAD-GROSS - NET
 5
 NOT IN COMPLIANCE2ND REQUEST
  
 FBC BUILDING1802.6 SOIL REPORTS.
 THE SOIL CLASSIFICATION AND DESIGN LOAD-BEARING
 CAPACITY
 SHALL BE SHOWN ON THE CONSTRUCTION DOCUMENT.
 WHERE REQUIRED BY THE BUILDING OFFICIAL, A WRITTEN
 REPORT
 OF THE INVESTIGATION SHALL BE SUBMITTED THAT INCLUDES,
  
 BUT NEED NOT BE LIMITED TO, THE FOLLOWING INFORMATION:
  
 1.A PLOT SHOWING THE LOCATION OF TEST BORINGS
 AND/OR
 EXCAVATIONS.
 2. A COMPLETE RECORD OF THE SOIL SAMPLES.
 3. A RECORD OF THE SOIL PROFILE.
 4. ELEVATION OF THE WATER TABLE, IF ENCOUNTERED. 5.
 RECOMMENDATIONS FOR FOUNDATION TYPE AND DESIGN
 CRITERIA, INCLUDING BUT NOT LIMITED TO: BEARING
 CAPACITY
 OF NATURAL OR COMPACTED SOIL; PROVISIONS TO
 MITIGATE
 THE EFFECTS OF EXPANSIVE SOILS; MITIGATION OF
 THE EFFECTS
 OF LIQUEFACTION, DIFFERENTIAL SETTLEMENT AND
 VARYING SOIL
 STRENGTH; AND THE EFFECTS OF ADJACENT LOADS. 6.
 EXPECTED TOTAL AND DIFFERENTIAL SETTLEMENT. 7. PILE
 AND PIER FOUNDATION INFORMATION IN ACCORDANCE
 WITH SECTION 1808.2.2 .
 8. SPECIAL DESIGN AND CONSTRUCTION PROVISIONS FOR
 FOOTINGS
 OR FOUNDATIONS FOUNDED ON EXPANSIVE SOILS, AS
 NECESSARY.
  
 COMMENT-PLEASE SUBMIT THE SOIL TEST REPORT FOR
 THIS
 PROJECT BY QUESTENGINEERING AS NOTED ON THE
 STRUCTURAL
 SHEETS-1.
  
  
 6
 COMPLIED
  
  
 7
 COMPLIED
  
  
 8
 COMPLIED
  
  
 9
 COMPLIED
  
 10
 COMPLIED
  
 11
 NOT IN COMPLIANCE2ND REQUEST
  
 PRODUCT APPROVALS REQUIRED
 FBC 1609.1.4 AND WPB ADMINISTRATIVE CODE 106.3
 REGULATED BY DCA RULE 9B-72FLORIDA PRODUCT APPROVALS
 SUBMIT TWO COPIES OF EACH APPROVAL
 ( 3 COPIES IF A THRESHOLD BUILDING ) WITH FLORIDA
 PRODUCT
 APPROVAL COVER SHEET THE ARCHITECT?S / ENGINEER?S
 SIGNATURE AS APPLICABLE, STATING
 ?TO THE BEST OF THEIR KNOWLEDGE THE PRODUCT APPROVAL
 COMPLIES WITH THE PLANS AND SPECIFICATIONS.
  
 COMMENT-IN ADDITION TO THE MIAMI-DADE NOA
 PLEASE PROVIDE FLORIDA PRODUCT APPROVALS FOR ALL
 PRODUCTS
 REQUIRED TO BE SUBMITTED.SEE INFORMATION SUBMITTED
 ABOVE.
 THE DELTA DOOR COMPANY DOES NOT HAVE FLORIDA PRODUCT
 APPROVAL.
  
 11A
 FLORIDA ADMINISTRATIVE CODE9B-72.030 EXCEPTIONS.
 LOCAL PRODUCT APPROVAL GENERALLY
 PRODUCTS LISTED IN RULE 9B-72.005, F.A.C., SHALL BE
 APPROVED
 ACCORDING TO THE PROVISIONS OF THIS RULE.
 (1) PRESCRIPTIVE.PRODUCTS THAT HAVE PRESCRIPTIVE
 SPECIFICATION STANDARDS AND ARE MANUFACTURED UNDER
 QUALITY ASSURANCE PROCEDURES AS SPECIFIED IN THE CODE
 WILL BE DEEMED APPROVED.
 SUCH PRODUCTS SHALL INCLUDE BUT NOT BE LIMITED TO THE
 FOLLOWING:
 (A) STRUCTURAL COMPONENTS COVERED BY UNITED STATES
 DEPARTMENT OF COMMERCE PRODUCT STANDARDS;
 (B) STRUCTURAL COMPONENTS COMPRISED OF PRODUCTS THAT
 ARE ASSEMBLED OR PLACED IN THE FIELD AND ARE SUBJECT
 TO
  
 STANDARDIZED FIELD TESTING PROCEDURES CONTAINED WITHIN
  
 NATIONALLY RECOGNIZED STANDARDS ADOPTED WITHIN THE
 CODE
  
 MAY DEMONSTRATE COMPLIANCE BY A BATCH TICKET OR BILL
 OF
 LADING MADE AVAILABLE AT THE SITE OF ASSEMBLY OR
 PLACEMENT;
 (C) CUSTOM (ONE OF A KIND) PRE-ENGINEERED BUILDINGS.
 (2) PERFORMANCE. PRODUCTS, METHODS AND SYSTEMS OF
 CONSTRUCTION SPECIFICALLY ADDRESSED IN THE CODE
 THROUGH
  
 PERFORMANCE CRITERIA SHALL DEMONSTRATE COMPLIANCE
 PURSUANT TO RULE 9B-72.070, F.A.C., AND SHALL BE
 APPROVED
 PURSUANT TO RULE 9B-72.090, F.A.C.
  
 COMMENT-FOR DELTA DOOR
  
  
 11B
 FLORIDA ADMINISTRATIVE CODE9B-72.050
 PRODUCT APPROVAL BY LOCAL JURISDICTION
 AND ACCEPTANCE
 (1) APPROVAL OF A PRODUCT FOR LOCAL USE SHALL BE
 PERFORMED
 BY THE BUILDING CODE OFFICIAL OR HIS/HER DESIGNEE BY
 VERIFYING THAT THE PRODUCT COMPLIES WITH THE CODE IN
 ACCORDANCE WITH RULE 9B-72.040, F.A.C.
 (A) THE AUTHORITY HAVING JURISDICTION OR BUILDING
 OFFICIAL
 SHALL VALIDATE THE METHOD OF COMPLIANCE PURSUANT TO
 RULE 9B-72.040, F.A.C.
 (B) UPON ACCEPTANCE OF REQUIRED DOCUMENTATION PURSUANT
 TO SUBSECTION 9B-72.040(5), F.A.C., THE AUTHORITY
 HAVING JURISDICTION OR BUILDING OFFICIAL MAY
  
 DEEM THE PRODUCT APPROVED FOR USE IN ACCORDANCE WITH
 ITS APPROVAL AND LIMITATION OF USE.
 (C) APPROVAL SHALL BE VALID UNTIL SUCH TIME AS THE
 PRODUCT
 CHANGES DECREASING THE PRODUCT?S PERFORMANCE,
 THE STANDARDS OF THE CODE CHANGE, OR THE APPROVAL IS
 OTHERWISE SUSPENDED OR REVOKED.
 CHANGES TO THE CODE SHALL NOT BE CONSTRUED AS VOIDING
 THE APPROVAL OF PRODUCTS PREVIOUSLY INSTALLED IN
 EXISTING
 BUILDINGS PROVIDED SUCH PRODUCTS MET BUILDING CODE
 REQUIREMENTS AT THE TIME THE PRODUCT WAS INSTALLED. (D)
 MANUFACTURER SHALL NOTIFY THE AUTHORITY HAVING
 JURISDICTION OR THE BUILDING OFFICIAL WHEN THE QUALITY
  
 ASSURANCE REQUIREMENTS OF SUBSECTION 9B-72.040(4),
 F.A.C.,
 ARE NO LONGER IN PLACE.
 (2) ACCEPTANCE OF A PRODUCT, MATERIAL OR SYSTEM OF
 CONSTRUCTION IS SPECIFIC TO A PROJECT AND REQUIRES
 APPROVAL BY A LOCAL JURISDICTION PURSUANT TO RULE
 9B-72.050, F.A.C., OR STATEWIDE APPROVAL BY THE
 COMMISSION PURSUANT TO RULE 9B-72.090, F.A.C.,
 AND VERIFICATION THAT THE PRODUCT IS BEING USED
 CONSISTENT WITH THE APPROVED EVALUATION AND
 LIMITATIONS
  
 OF USE ESTABLISHED BY THE APPROVED EVALUATION AS
 REQUIRED BY THE DESIGN SPECIFICATIONS.
  
 COMMENT-USE FLORIDA ADMINISTRATIVE CODES 9B-72.050
 AND9B-72.030FOR DELTA DOOR CO.
 PLEASE FIND THE CITY OF WEST PALM BEACH
 ?SITE SPECIFIC? ?LOCAL PRODUCT APPROVAL? ATTACHED
 FORMS.
 SUBMIT PRODUCT APPROVALS WITH FLORIDA PRODUCT APPROVAL
 COVER PAGE FOR THE FOLLOWING
 COMPONENTS THAT ARE APPLICABLE
 FIXED GLASS
 MULLION TUBES
 STORE FRONT GLAZING SYSTEM
 ALUMINUM OUT -SWING DOORS
 EXTERIOR HOLLOW METAL DOORS
 EXTERIOR GLAZED DOORS
 ROOF ASSEMBLIES, DENSE DECK, ATTACHMENTS, INSULATION,
 UNDERLAYMENT,ROOF TILE,ROOF SYSTEM
 PREENGINEERED AC STAND
 GLASS BLOCK
 TRUSS ANCHORS
  
  
 12
 NOT IN COMPLIANCE2ND REQUEST
  
 FBCBUILDING 1609.1.3COMPONENTS & CLADDING ANCHORAGE
 AGAINST OVERTURNING, UPLIFT AND SLIDING. STRUCTURAL
 MEMBERS AND SYSTEMS AND COMPONENTS
 AND CLADDING IN A BUILDING OR STRUCTURE SHALL BE
 ANCHORED
 TO RESIST WIND-INDUCED OVERTURNING, UPLIFT AND SLIDING
 AND
 TO PROVIDE CONTINUOUS LOAD PATHS FOR THESE FORCES TO
 THE
 FOUNDATION.
 WHERE A PORTION OF THE RESISTANCE TO THESE FORCES IS
 PROVIDED BY DEAD LOAD, THE DEAD LOAD, INCLUDING THE
 WEIGHT
 OF SOILS AND FOUNDATIONS, SHALL BE TAKEN AS THE
 MINIMUM
  
 DEAD LOAD LIKELY TO BE IN PLACE DURING A DESIGN WIND
 EVENT.
  
 COMMENT
 SEE ITEM 11
  
  
  
  
 FLORIDA ADMINISTRATIVE CODE61G15-23.002 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.
  
 COMMENT-CARMAN VERDE AND ASSOCIATE?S LICENSE
 IS LISTED WITH THE DBPR AS ?DELINQUENT, ACTIVE.
  
 PLEASE SUBMIT THE CORRECT SURVEY FOR
 THIS PROJECT
 SHEET 1 OF 1 - BOUNDARY AND TOPOGRAPHIC SURVEY SHALL
 BE-SIGNED, SEALED, PRINTED NAME AND INCLUDE THE
 COMPANY CERTIFICATE OF AUTHORIZATION.
  
  
  
  
 13
 COMPLIED
  
  
 14
 COMPLIED
  
 15
 NOTED FOR COMPLIANCE
 THE FOLLOWING COMMENTS ARE THE RESULTS OF ADDITIONAL
 INFORMATION WHICH WAS REQUESTED
 BY THE PREVIOUS PLAN REVIEWER
  
 16
 ARCHITECTURAL
 FLORIDA ADMINISTRATIVE CODE61G1-16.002
 ARCHITECTDESCRIPTION OF SEAL
 (1) THE SEAL SHALL CONTAIN THE NAME OF ONLY ONE
 ARCHITECT
 OR INTERIOR DESIGNER AND THE REGISTRATION NUMBER; THE
 SEAL OF THE ARCHITECT SHALL BE CIRCULAR, AND THE SEAL
 OF
 THE INTERIOR DESIGNER SHALL BE HEXAGONAL.
 BOTH SEALS SHALL BE AN IMPRESSION-TYPE METAL SEAL,
 APPROXIMATELY 2" IN DIAMETER WITH TWO CIRCULAR LINES
 BETWEEN WHICH LINES SHALL APPEAR, AT THE TOP, THE
 WORDS
 ?STATE OF FLORIDA? AND AT THE BOTTOM THE WORDS ?
 REGISTERED ARCHITECT? OR ?LICENSED INTERIOR DESIGNER,?
  
 WHICHEVER IS APPLICABLE.
 (2) ANY INDIVIDUAL WHO IS BOTH A REGISTERED ARCHITECT
 AND A LICENSED INTERIOR DESIGNER MUST USE A SEAL WHICH
 CONTAINS BOTH THE ARCHITECT AND INTERIOR DESIGN
 REGISTRATION NUMBERS, IN SUCH A MANNER:
  
 COMMENT-SOUTHEAST ARCHITECT SERVICES, INC. PLEASE
 VERIFY YOUR SEAL IS IN COMPLIANCE WITH RULE
 61G1-16.002
  
  
 17
 FBC BUILDING 104.3 EXAMINATION OF DOCUMENTS 104.3.1
 PLAN REVIEW. THE BUILDING OFFICIAL SHALL EXAMINE OR
 CAUSE TO BE EXAMINED EACH APPLICATION FOR A PERMIT AND
 THE ACCOMPANYING DOCUMENTS, CONSISTING OF DRAWINGS,
 SPECIFICATIONS, COMPUTATIONS AND ADDITIONAL DATA, AND
 SHALL
 ASCERTAIN BY SUCH EXAMINATIONS WHETHER THE
 CONSTRUCTION
 INDICATED AND DESCRIBED IS IN ACCORDANCE WITH THE
 REQUIREMENTS OF THE TECHNICAL CODES AND ALL OTHER
 PERTINENT
 LAWS OR ORDINANCES.
  
 COMMENT- PLEASE FURNISH THE HOLLOW CORE SLAB
 ENGINEERING DOCUMENTS.
 HAVE THE ARCHITECT OF RECORD NOTE ACCEPTANCE OF THIS
 PRODUCT
  
  
  
 CHAPTER11 ACCESSIBILITY
  
 18
 FBC BUILDING 11-4.3ACCESSIBLE ROUTE
 (1)AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY
 OF THE SITE SHALL BE PROVIDED FROM PUBLIC
 TRANSPORTATION
 STOPS, ACCESSIBLE PARKING, AND ACCESSIBLE PASSENGER
 LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE
 ACCESSIBLE BUILDING ENTRANCE THEY SERVE.
 THE ACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT
 FEASIBLE,
 COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC. (2) AT
 LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE
 BUILDINGS, FACILITIES, ELEMENTS, AND SPACES THAT ARE ON
 THE
 SAME SITE.
 (3)AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT
 ACCESSIBLE BUILDINGS OR FACILITY ENTRANCES WITH ALL
 ACCESSIBLE SPACES AND ELEMENTS AND WITH ALL ACCESSIBLE
  
 DWELLING UNITS WITHIN THE BUILDING OR FACILITY. (4) AND
 ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE
 ENTRANCE OF EACH ACCESSIBLE DWELLING UNIT.
  
 COMMENTDEFINETHE TRANSITION FROM THE BOUNDARY
 WALKWAY ACROSS THE DRIVEWAY ENTRANCES TO THE PUBLIC
 SIDEWALK WITHOUT A CHANGE IN ELEVATION
  
  
 18 B
 FBC BUILDING 11-4.1.3 ACCESSIBLE BUILDINGS:
 NEW CONSTRUCTION
 (1)AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH
 SECTION
 11-4.3 SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY
 ENTRANCES
 WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE
 BUILDING
 OR FACILITY.
  
 COMMENT THE SIDEWALK ALONG THE FRONT OF THE BUILDING
 DOES NOT CONTINUE TO THE SIDEWALK LOCATED AT THE
 NORTH.
  
 SHOW ALL CONNECTIONS FOR VERIFICATION OF ELEVATION.
  
 19
 FBC BUILDING 1816.1 TERMITE PROTECTION.
 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
 TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
 BAITING
 SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER
 APPROVED
 METHODS OF TERMITE PROTECTION LABELED FOR USE AS A
 PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
  
 COMMENTFURNISH THIS INFORMATION ON SHEET S-1
 OR WHERE APPLICABLE
  
  
 20
 FBC1905.1.1 CONCRETE STRENGTH.
 CONCRETE SHALL BE PROPORTIONED TO PROVIDE AN AVERAGE
 COMPRESSIVE STRENGTH AS PRESCRIBED IN SECTION 1905.3 ,
  
 AND SHALL SATISFY THE DURABILITY CRITERIA OF SECTION
 1904 .
  
 COMMENT-
 SHEET-SP-2 PROVIDE THE CONCRETE DESIGN MIX FOR THE
 DUMPSTER SLAB.
 SHEET - S-1 PROVIDE THE DESIGN MIX FOR THE SLAB.
 ?FOUNDATION NOTES? STATE THAT A SAFE BEARING CAPACITY
 IS
 2,500 LBS.SPECIFY IF THIS IS THE INTENDED DESIGN
 MIX.
  
  
  
 21
 WPB ADMENDMENT106.1.1.2 FOR ROOF ASSEMBLIES REQUIRED
 BY THE CODE, THE CONSTRUCTION DOCUMENTS SHALL
 ILLUSTRATE, DESCRIBE, AND DELINEATE THE TYPE OF ROOFING
 SYSTEM, MATERIALS, FASTENING REQUIREMENTS, FLASHING
 REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE
 REQUIRED TO BE INSTALLED.
  
  
  
 21A
 FBC BUILDING 1507.10.1 SLOPE.
 BUILT-UP ROOFS SHALL HAVE A DESIGN SLOPE OF A MINIMUM
 OF ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL
 (2-PERCENT SLOPE) FOR DRAINAGE, EXCEPT FOR COAL-TAR
 BUILT-UP ROOFS THAT SHALL HAVE A DESIGN SLOPE OF A
 MINIMUM
 ONE-EIGHTH UNIT VERTICAL IN 12 UNITS HORIZONTAL
  
 COMMENT-DEFINE THE ROOF SLOPE FOR DRAINAGE ON SHEET
 A-2.
 INDICATE THE ROOF SURFACE ELEVATION AT THE EAST AND
 WEST.
 COORDINATE THE ARCHITECTURALWITH THE STRUCTURAL
 DETAILS
 REFERENCING THE TIE BEAM ELEVATION
  
  
  
 22
 FBC BUILDING 13-404.1.ABC.1 ROOF/CEILING THERMAL
 ENVELOPES.
 THE ROOF OR CEILING WHICH FUNCTIONS AS THE BUILDING?S
 THERMAL ENVELOPE SHALL BE INSULATED TO AN R -VALUE OF
 AT LEAST R-10. ROOF INSULATION SHALL NOT BE INSTALLED
 ON A
 SUSPENDED CEILING WITH REMOVABLE CEILING PANELS.
  
 COMMENT-ROOF INSULATION CANNOT BE USED IN THE
 SUSPENDED CEILING.
 PLEASE PROVIDE THE ROOF INSULATION MINIMUM OF R-10 AS
 NOTED FBC 13-404.1 ABOVE.
  
  
 23
 FBC BUILDINGTABLE 601
  
 COMMENT-DEFINE FIRE RESISTANT RATING FOR STEEL TUBE
 COLUMNS
  
  
 24
 FBC BUILDING TABLE 2304.7(3)
  
 COMMENTS IDENTIFY STRUCTURAL PANEL SHEATHING BY ITS
 RATING AND THIS TABLE FOR USE ON THIS PROJECT
  
  
 25
 FBC BUILDING 2121.2.5.1 PARAPET WALLS.
 MASONRY PARAPET WALLS SHALL BE NOT LESS THAN 8 INCHES
 THICK, SHALL BE REINFORCED WITH MINIMUMTIE COLUMNS
 AND SHALL BE COPED WITH A CONCRETE BEAM NOT LESS THAN
 64 SQUARE INCHES (.04 M 2 ) IN CROSS- SECTION,
 REINFORCED WITH TWO #4 REINFORCING BARS.
  
 COMMENTS- PROVIDE DETAILS FOR ANCHORING THE PARAPET
 WALL TO THE BUILDING STRUCTURE


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