Plan Review Notes
Plan Review Notes For Permit 05091456
Permit Number 05091456
Review Stop B
Sequence Number 2
Notes
Date Text
2006-05-24 00:00:00 
 .
 BUILDING PLAN REVIEW
 PERMIT: 05091456MIZNER LAKES
 ADD: 1580 SAMANTHA LN
 CONT: AVS CONSTRUCTION
 TEL: (954)655-5162
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 ARCH:SLATTERY & ASSOC/PAUL J SLATTERY
 2060 NW BOCA RATON BLVD
 BOCO RATON, FL
 TEL: (561) 392-3848
 FAX: (561) 392-5402
  
 STRUC: CHM STRUCTURAL ENG, LLC
 9200 S DADELAND, SUITE 409
 MIAMI, FL
 TEL (305) 667-1621
 FAX (305) 662-9673
  
 ARCHITECTURAL SHEET A.002, BUILDING
 DATA DOES NOT IDENTIFY THE MINIMUM
 BUILDING DESIGN GOVERNED BYINTENDED
 OCCUPANCYSEE 503.1.2 AND TABLE 500.
 COMMENT# 10 ALSO REFERS BACK TO THIS
 SAME ISSUE. PLEASE PROVIDE THIS
 INFORMATION ON A-002 UNDER BUILDING# 5
 DATA.
  
 ARCHITECTURAL SHEET A-251 INDICATES THAT
 THIS PLAN WAS DEVELOPED UNDER THE 2001
 FBC, BUT HAS CODE REFRENCES FOR THE 2004
 FBC (TYPE II-B). S-0.00 ALSO INDICATES
 THE PLANS WERE DEVELOPED UNDER THE 2001
 FBC.
 NOTE A-253-A-256 STILL REFRENCE A R-3
 OCCUPANCY WHICH IS FOR SINGLE
 FAMILY THIS WILL BE AN R2 OCCUPANCY CLASSIFICATION.
  
 THIS BUILDING IS A MIXED OCCUPANCY
 BUILDING AND TO COMPLY WITH SECTION 303.
 PLANS ARE TO INDICATE WHERE AREA AND
 HEIGTH MODIFICATIONS ARE TAKEN, SECTION
 503.
  
 THIS REVIEW WILL BE COMPLETED UNDER THE:
 2001 FBC
 TYPE: II, SPRINKLERED NFPA 13
  
  
 ---NOTE---
 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.
  
  
 1)2ND REQUEST, PROVIDE NOC RECORDED WITH
 THE CLERK OF COURT BEFORE A PERMIT CAN
 BE ISSUED. NOTE: FL S S 713.13(2) IF THE
 NOC ISRECORDED AT THE CLERK OF THE
 COURT ANDWORK HAS NOT STATED WITH 90
 DAYS OF RECORDING IT IS NULL & VOID
 REQUIRING RE-RECORDING.
  
 2) 2ND REQUEST,FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING
 CAPACITY IS NOT DEFINETLY KNOWN OR IS IN
 QUESTION. WHERE THE BEARING CAPACITY OF
 THE SOIL IS NOT DEFINITLY KNOWN OR IS IN
 QUESTION THE BUILDING OFFICIAL MAY
 REQUIRE EXPLORATIONS, TEST OR OTHER
 ADEQUATE PROOF AS TO THE PERMISSIBLE
 SAFE BEARING CAPACITY. REQUIRED TEST AND
 RECOMMENDATIONS SUBMITTED TO VERIFY
 BEARING CAPACITY SHALL BE CERTIFIED BY A
 GEOTECHNICALREPORT FROM A DESIGN
 PROFESSIONAL PROPERLY LICENSED IN THE
 STATE OF FLORIDA.
  
 3)2ND REQUEST, FBC 13-103.1.2 BEFORE A
 BUILDING
 PERMIT CAN BE ISSUED, THE SUBMITTED
 ENERGY CODE COMPLIANCE FORMS SHALL BE
 SIGNED BY THE BUILDING OWNER, THE
 OWNER'S ARCHETECT OR OTHER AUTHORIZED
 AGENT LEGALLY DESIGNATED BY THE OWNER.
  
 4)COMPLIED.
  
 5)2ND REQUEST, 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.
  
 6)2ND REQUEST,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) COMPLIED.
  
 8) COMPLIED.
  
 9) ADDITIONAL INFORMATION REQUIRED FOR
 RECORD KEEPING PURPOSES 104.1.2*:
  
 10)SHEET A-002
  
 10A) 2ND REQUEST,AS NOTED ABOVE PLANS
 ARE TO INDICATE THE MINIMUM BUILDING
 TYPE, 503.1.2& TABLE 500.PROVIDE AREA
 AND HEIGTH MODIFICATIONS.
  
 10C)A) FLOOD ZONE
 10C)B) FLOOD ELEVATION (IF A ZONE)
 10C)C) LOMAR (IF A ZONE)
 10C)D) COMPLIED.
 10C)E) COMPLIED.
 10C)F) COMPLIED.
 10C)G) COMPLIED.
 10C)H) COMPLIED.
 10C)I) COMPLIED.
 10C)J) COMPLIED.
 10C)K) SQ FT UNDER ROOF (TOTAL)
  
 11) SHEET A-102;
  
 11A) COMPLIED.
  
 11B) COMPLIED.
  
 12) COMPLIED.
  
 13A)2ND REQUEST, PROVIDE A SECTION
 THROUGH STAIRWAYS INDICATING COMPLIANCE
 WITH GUARDRAILS FOR HEIGHT (HEAD PROTECTION).COMMON
 PROBLEM TO ALL STAIRWAYS,11-4.4.2 HEAD ROOM. WALKS,
 HALLS, CORRIDORS, PASSAGEWAYS, AILES OR
 OTHER CIRCULATION SPACES SHALL HAVE 80
 INCHES MINIMUM CLEAR HEAD ROOM (SEE
 FIGURE 8(A)). IF VERTICAL CLEARENCE OF
 AN AREAADJOINING AN ACCESSIBLE ROUTE IS
 REDUCED TO LESS THAN 80 IN. (NOMINAL
 DIMENSION), A BARRIER TO WARN BLIND OR VISUALLY-IMPARED
 PERSONS SHALL BE
 PROVIDED. (SEE FIGURE 8(C-1)).
  
 13B) 2ND REQUEST, STAIR TOWER# 4 WINDOWS
 WITHIN 10'-0" OF TOWER OPENINGS SEE
 1006.1.3.2 THE 2001 CODE DOES NOT
 PROVIDE A WATER CURTAIN AS AN EQUALENT.
  
 13C) COMPLIED.
  
 13D)THIS COMMENT TO BE RESTATED!!!SINCE
 THIS REVIEW THE CONFIGURATION OF LOFT
 UNITS VS PASSAGE TO THE PARKING GARAGE
 WITH NO EXIT ACCESS CORRIDOR WAS BROUGHT
 TO THE ATTENTION OF THE BUILDING
 OFFICIAL. WE ARE SEEING MORE OF THIS
 TYPE DESIGN AND THE BUILDING OFFICIAL
 HAS RULED THAT THIS IS AN UNSAFE
 PRACTICE. THE OCCUPANTS LEAVE THE R-2
 UNIT AND HAVE NO EXIT ACCESS CORRIDOR
 WHEN ENTERING THE PARKING GARAGE AREA.
 ALTHOUGH THE CODE DOESN'T QUOTE A
 SECTION, THAT AN EXIT ACCESS CORRIDOR IS
 REQUIRED THE BUILDING OFFICIAL IS USING
 THESE (2) CODE SECTIONS TO ENFORCE
 REQUIRING A EXIT ACCESS CORRIDOR TAKING
 THE OCCUPANT TO THE SAFETY OF AN EXIT.
 103.6** REQUIREMENTS NOT COVERED BY
 THE CODE. ANY REQUIREMENTS NECCESAARY
 FOR THE STRENGTH, STABILITY OR PROPER
 OPERATION OF EXITING OR PROPOSED
 BUILDING, STRUCTURE, ELECTRIC, GAS,
 MECANICAL OR PLUMBING SYSTEM, OR FOR
 PUBLIC SAFETY, HEALTH AND GENERAL
 WELFARE , NOT SPECIFICALLY COVERED BY
 THIS OR OTHER TECHNICAL CODES, SHALL BE
 DETERMINED BY THE BUILDING OFFICIAL. IN
 ADDITION, OTHER REQUIREMENTS TO
 IMPLEMENT, CLARIFY OR SET PROCEDURES TO
 IMPLEMENT THIS CODE MAY BE SET IN
 WRITING BY THE BUILDING OFFICIAL AND BE
 POSTED ELECTRONICALLY FOR BUBLIC ACCESS.
 1001.1.4 WHEN UNUSUALLY HAZARDOUS
 CONDITIONS EXIST, THE BUILDING
 OFFICIAL MAY REQUIRE ADDITIONAL MEANS
 OF EGRESS TO ASSURE THE SAFETY OF
 THE OCCUPANTS.
  
 NOTE: COMMENTS 13E-13H NOT FOUND IN
 COMMENT SHEET!!!!!!!!!!!!!!!!
 13E) ON THE RIGHT SIDE OF 201- 202 THE
 COMMERCIAL AREA, IT APPEARS THERE IS A
 HANDICAPPED RAMP AND STAIRS, BUT NO
 SECTIONS THROUGH FOR FURTHER DETAILS? NO ELEVATIONS
 PROVIDED? IT APPEARS THAT THE
 EXHAUST FROM THE PARKING GARAGE IS
 WITHIN 5'-0" OF THE HANDICAPPED RAMP, IS
 THERE FLARINGS TO DIRECT EXHAUST FROM
 THE RAMP?
  
 13F) HANDICAPPED SPACE WITHIN PARKING
 GARAGE NEEDS TO SHOW VAN ACCESSIBLE
 PARKING.11-4.1.2(5)(B) IN PARKING
 STRUCTURES, ONE IN EVERY EIGHT
 ACCESSIBLE SPACES, BUT NOT LESS THAN
 ONE, SHALL BE "VAN ACCESSIBLE" AND SHALL
 BE DESIGNED AS REQUIRED BY 11-4.6.3.
 THE VERTICAL CLEARANCE AT SUCH SPACES
 SHALL COMPLY WITH ?11-4.6.5.ALL SUCH
 SPACES MAY BE GROUPED ON ONE LEVEL OF A
 PARKING STRUCTURE.WHEN SUCH SPACES ARE
 PROVIDED IN A PARKING STRUCTURE AND ONLY
 ONE IN EIGHT MEET THE HEIGHT REQUIREMENT
 OF 11-4.6.5, THEY SHALL BE DESIGNATED AS
 REQUIRED BY 11-4.6.4.
  
 13G) PROVIDE MORE INFORMATION, PLANS
 INDICATE A TRASH ROOM # 103 BUT THERE IS
 AN AREA # 124 TRAASH AREA? EXPLAIN?THIS
 AREA IS NOT AUTOMOBILE STORAGE BUT A S1
 STORAGE REQUIRING A 3HR SEPERATION. SEE
 TABLE 704.1.
  
 13H) THE 2 STORY LOFT UNITS DO NOT HAVE
 EXIT ACCESS CORRIDORS TO THESE UNITS.
 EXIT ACCESS CORRIDORS WILL BE REQUIRED
 BECAUSE THE GARAGE ENTRY DOOR IS THE
 PRIMARY ENTRY DOOR COVERED UNDER FAIR
 HOUSING. SEE FAIR HOUSING P. 1.22
 ELEVATORS MUST PROVDE ACCESS TO PRIMARY
 ENTRY FLOORS OF 2-STORY DWELLING IN
 ELEVATOR BUILDINGS. NOTED THE 2-STORY
 LOFT UNITS DO HAVE A FRONT DOOR WHERE
 STAIRS ARE PRESENT, THE ENTERIOR ENTRY
 DOOR IS CONSIDERED THE MAIN OR PRIMARY
 ENTRY DOOR.
 1001.1.3 MEANS OF EGRESS SHALL CONSIST
 OF CONTINUOUS AND UNOBSTRUCTED PATHS OF
 TRAVEL TO THE EXTERIOR OF A BUILDING.
 MEANS OF EGRESS SHALL NOT BE PERMITTED
 THROUGH KITCHENS, CLOSETS, RESTROOMS AND
 "SIMILAR AREAS" NOR THROUGH ADJACENT
 TENANT SPACES.
 THE BUILDING OFFICIAL HAS REVIEWED
 THE LAYOUT OF THIS PLAN AND INTERPRETS
 THROUGH THE GARGE AS SIMILAR AREAS.
 1001.1.4 WHEN UNUSUALLY HAZARDOUS
 CONDITIONS EXIST, THE BUILDING OFFICIAL
 MAY REQUIRE ADDITIONAL MEANS OF EGRESS
 TO ASSURE THE SAFETY OF THE OCCUPANTS
  
 14) A.203
 14A) COMPLIED
  
 14B) COMPLIED.
  
 14C) COMPLIED.
  
 14D) MAY BE REVISITED RESULTS OF 13D.
  
 15) A.204
 15A) COMPLIED.
  
 15B) COMPLIED.
  
 15C) COMPLIED.
  
 16) A.205
 16A) COMPLIED.
  
 16B) COMPLIED.
  
 16C) POOL PAVILION SINK DETAIL STILL
 DOESN'T INDICATE COUNTER HEIGTH.
  
 16D) COMPLIED.
  
 16E) COMPLIED.
  
 16F)2ND REQUEST RESPONCE BY MEP
 ENGINEER?
 POOL DECK DRAINS WILL BE INSTALLED
 IN A RATED FLOOR, PROVIDE THE TYPE OF
 PIPE TO BE USED AND THE RATED ASSEMBLY
 FOR THIS INSTALATION.
 705.6 PENETRATIONS OF HORIZONTAL
 ASSEMBLIES. ALL PENETRATIONS OF A FLOOR, FLOOR/CEILING
 ASSEMBLY, OR THE CEILING
 MEMBRANE OF A ROOF/CEILING ASSEMBLY
 SHALL BE PROTECTED BY A SHAFT ENCLOSURE
 IN ACCORDANCE WITH 705.2 OR SHALL COMPLY
 WITH ?705.6.1 THROUGH 705.6.4.
 705.6.1 THROUGH-PENETRATIONS. THROUGH-PENETRATIONS
 OF FIRE RATED
 HORIZONTAL ASSEMBLIES SHALL COMPLY
 WITH 705.6.1.1 OR 705.6.1.2.
  
 16G) NOTED
  
 16H) NOTED.
  
 16I) COMPLIED.
  
 16J) COMPLIED.
  
 17) A.206
  
 17A) COMPLIED.
  
 17B) COMPLIED.
  
 17C) COMPLIED.
  
 17D) 2ND REQUEST, STAIRWELL# 2, IT
 APPEARS THAT A SHAFT IS DIRECTLY IN
 FRONT OF THE STAIRWELL. PROVIDE SECTION
 THROUGH GIVING WALL TYPE AND RATING?
 705.2.2 SHAAFT ENCLOSURES. A SECTION
 THROUGH THE STAIRWELL WALL IS PROVIDED
 BUT NOT THE SHAFT ENCLOSURE.
  
 18) A.208
 18A) COMPLIED.
  
 18B) COMPLIED.
  
 19) A.300
 19A) COMPLIED.
  
 19B) COMPLIED.
  
 20) A.403-A.406
 20A) COMPLIED.
  
 20B) 2ND REQUEST, 1404.1.1 ARCHITECTURAL
 TRIM ON BUILDINGS OF TYPE I, II AND IV
 CONSTRUCTION NOT MORE THAN THREE
 STORIES OR 40 FT (12.2 M) HIGH MAY BE OF
 TYPE VI CONSTRUCTION, THIS MEANS FOAM
 CAN NOT BE USED SINCE THIS BUILDING IS
 OVER 40'-0". FOAM IS CONSIDERED A
 CONBUSTIBLE.
  
 20C) COMPLIED.
  
 20D) 2ND REQUEST, PRODUCT APPROVALS
 SUBMITTED WITH PERMIT APPLICATION AFTER
 OCTOBER 1, 2003 ARE REQUIRED TO COMPLY
 WITH THE FLORIDA PRODUCT APPROVAL
 SYSTEM. FOR INFORMATION PLEASE SEE THE
 STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 20E) COMPLIED.
  
 20F) PRODUCT APPROVALS:
 A)WINDOWS/STOREFRONT FL APPROVAL
 NEEDED, MEETS PRESSURES
 B) WINDOWS: LAWSON SH-7500- REQUIRES
 SHUTTERS NO LARGE OR SMALL NISSLE
 TESTING ARCHITECT ALL GLAZING SHALL
  
 BE IMPACT RESISTANT.
 C) MULLIONS- NO REPORT SUBMITTED SPANS
  
 OF 23'-0" SPANDRIAL GLASS
  
 D) SLIDING GLASS DOORS-NO LARGE OR
 SMALL MISSLE IMPACT RATING
  
 E) LOUVERED DOORS- NO REPORT SUBMITTED
  
 F) STEEL DOORS- FIREDOOR CORP MISSING
 FLORIDA APPROVAL, PRESSURES GOOD
 FOR:
 4080 FIREDOOR SINGLE OUTSWING
 8080 FIREDOOR OUTSWING
  
 G) EXTERIOR OVERHEAD DOORS- NO REPORT
 SUBMITTED
  
 H) EXTERIOR HANDRAILS- NO REPORT
 SUBMITTED.
  
 I)STORM SHUTTERS- ARCHITECT INDICATES
 NO STORM SHUUTERS IMPACT GLASS BUT
 CONTRACTOR IS SUBMITTING PRODUCT
 APPROVALS REQUIRING SHUTTERS.
  
 J) TRUSS ANCHORS- NO REPORT SUBMITTED
  
 K) ROOFING ASSEMBLIES:BOTH MISSING
 FLORIDA APPROVAL:
  
 GAF MODIFIED BITUMEN ROOF SYSTEMS
 CONTRACTOR FAILED TO IDENTIFY WHICH SUB-SYSTEM TO
 BE USED, NOTE IF
 LITATION 7 OR 9 ALLOWED. IF
 LIMITATION# 7, PROVIDE CALCULATIONS
  
 FOR ENHANCED FASTENING.
 NOTE, VARIOUS ROOF DETAILS DO
 INDICATE RIGID INSULATION ON ROOF.
  
 MONIER TILE: THE STRUCTURAL
 CONTRACTOR TO IDENTIFY WHICH
 FASTENING SYSTEMS WILL BE USED FOR
 ZONES 1,2 &3.
  
 20G)) AN INTERPRETATION FROM THE
 BUILDING OFFICIAL ON STORM SHUTTERS THAT
 ARE USED ON LARGE PROJECTS:
 QUESTION# 13) RECOGNIZING SUCH CONCERNS
 AS ABSENTEE OWNERS, OR CASES WHERE
 LONGER TIME AND 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 EVENT?
  
 IN MATTERS FLORIDA BUILDING CODE, 2001
 EDITION, PROVIDES THE ABILITY FOR THE
 BUILDING OFFICIAL TO IMPLEMENT
 REQUIREMENTS FOR ENSURING STABILITY,
 STRENGTH, AND PROPER OPERATION OF
 EXISTING BUILDINGS.
  
 IN ORDER TO ASSURE THE SECURING OF
 SHUTTERS ON LARGE OR MULTI-STORY
 BUILDING, 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
 MINIMUM, ON-SITE LOCATION OF SHUTTERS,
 PARTY RESPONSIBLE FOR SECURING THE
 SHUTTERS (SAID PARTIES MUST BE LOCATED
 WITHIN PALM BEACH COUNTY), TOTAL NUMBER
 OF OPENINGS TO BE PROTECTED AND 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 SERVICE OF A HURRICANE
 WATCH.
  
 PROVISIONS IN THE BUILDING CODES (AND
 THIS STANDARD) ARE NOT INTENDED TO
 PROHIBIT THE USE OF ALTERNATIVE
 MATERIALS AND METHODS, AND ALLOW THE
 BUILDING OFFICIAL TO REVIEW AND APPROVE
 ANY ALTERNATE DEEMED EQUIVALENT IN
 QUALITY, STRENGTH, EFFECTIVENESS, FIRE
 RESISTANCE, DURABILITY AND SAFETY
 PRESCRIBED BY CODE. BASED UPON THIS CODE PROVISION,
 ACCEPTANCE OF ALTERNATE
 MATERIALS AND METHODS MAY BE APPROVED ON
 A CASE-BY-CASE BASIS AND SHALL REQUIRE
 SUFFICIENT EVIDENCE OR PROOF TO
 SUBSTANTIATE ANY CLAIM MADE REGARDING
 THE ALTERNATE.
  
 QUESTION# 14) ARE REMOVABLE STORM PANELS APPROPRIATE
 FOR USE ON VERY LARGE, MID
 OR HIGH-RISE STRUCTURES?
  
 NO, EXCEPT ON THE GROUND FLOOR. ON
 COMMERCIAL AND MULTI-UNIT RESIDENTIAL
 STRUCTURES, ABOVE THE FIRST LEVEL,
 IMPACT RESISTANT GLAZING OR PERMANENTLY
 AFFIXED PROTECTIVE DEVICES SHALL BE
 INSTALLED. PERMANENTLY AFFIXED
 PROTECTIVE DEVICES SHALL REQUIRE THE
 WRITTEN APPROVAL OF THE BUILDING
 OFFICIAL.
  
 20H) PROVIDE STORM PANEL INFORMATION
 WITH INSTALLATION SCHEDULE AND KEY PLAN
 WITH SPECIFIC ANCHORS AND MOUNTING TO BE
 USED FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
  
 20I) FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
 20J) COMPLIED.
  
 21) A550/ A.650
 21A) THE PLANS STILL DO NOT IDENTIFY
 WHAT TYPE OF ROOF SHEATHING TO BE USED?
 TABLE 600- TYPE II BUILDING.
  
 21B) COMPLIED.
  
 21C) COMPLIED.
  
 22) A.651
 22A) NOW SHEET A.650 DETAIL 21, PRODUCT
 APPROVALS ARE NOT REQUIRED FOR THIS
 SHUTTER, BUT THE ENGINEER WILL NEED TO
 PROVIDE CALCULATIONS FOR FIXED SHUTTER
 IN THE OPEN POSITION FOR 140 MPH WIND
 ZONE.
  
 22B) COMPLIED.
  
 22C) COMPLIED.
  
 22D) COMPLIED.
  
 23) A.701
 23A) COMPLIED.
  
 23B) COMPLIED.
  
 23C) COMPLIED.
  
 24) A.704
 24A) COMPLIED.
  
 24B) COMPLIED.
  
 24C) COMPLIED.
  
 25) A.801-A807,A.903
 25A) COMPLIED.
  
 25B) COMPLIED.
  
 26) A903/A.902/A.901
 26A) COMPLIED.
  
 26B) COMPLIED.
  
 27) A9.05
 27A) COMPLIED.
  
 27B) COMPLIED.
  
 27C) COMPLIED.
  
 28) S-0.00
 28A) COMPLIED.
  
 28B) COMPLIED.
  
 28C) COMPLIED.
  
 28D) COMPLIED.
  
 28E) COMPLIED.
  
 28F) COMPLIED.
  
 29) S3.2 COMPLIED.
  
 30) M0.2
  
 30A) 2ND REQUEST,
 ROOF TOP CONDENSING UNITS TO MEET
 THE CLEARENCE REQUIREMENTS:
 1511.7 ROOF MOUNTED MECHANICAL UNIT
 S SHALL BE MOUNTED ON CURBS RAISED A
 MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-
 FACE, OR WHERE ROOFING MATERIALS EXTEND
 BENEATH THE UNIT, ON RAISED EQUIPMENT
 SUPPORTS PROVIDING A MINIMUM CLEARENCE
 HEIGHT IN ACCORDANCE WITH TABLE 1511.7.
  
  
 30B) 2ND REQUEST,
 1503.4.4 PROTECTION AGAINST DECAY &
 TERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


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