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08-7464
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 7464 BULLDIFlU PLKMLT s €fit€; Y �'� '• h Permit Number.' 7464 Address: 39450 SOUTH AVE Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 13-26-21-0000-00100-0000 Improv. Cost: 2,713 609 17 Date Issued: Name: CITY OF ZEPHYRHILLS Total Fees: Address: 3940 SOUTH AVE Amount Paid: ZEPHYRHILLS, FL. 33542 Date Paid: Phone: Work Desc: FOUNDATION FOR T-HANGERS- FEE WAIVED -CITY PROPERTY IP$rs r vAPNIcAJONEESt r €€a... CARR'S CONSTRUCTION SERVICES,INC FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney befo recording your notice of commencement." I CONTRACTOR GNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 .' Building Department d Phone Contact for Permitting _ C' Date Receive �0u D e �( pyrferPhoneNumber Owner's Name v� �� J 53 1 (�� ��j 2 Owner Phone Number Owner's Address f� r Owner Phone Number STtiw e �J �bU Fee Simple Titleholder Name s 3 Fig G,�s Fee Simple Titleholder Address E. /Ltll� 3 3S Y LOT# JOB ADDRESS PARCEL ID# .SUBDIVISION (OBTAINED FROM PROPERTY TAX NOTICE) NEW CONSTR R ADD/ALT Q SIGN ED MOVE Q DEMOLISH. WORK PROPOSED )NSTALL REPAIR SFR COMM Q OTHER PROPOSED USE l FRAME STEEL Q OTHER TYPE OF CONSTRUCTION Q BLOCK ` D DESCRIPTION OF WORK yy ( SQ FOOTAGE j L �- HEIGHT f 3 II BUILDING SIZE 23d �7�7 BUILDING 1 13 O ! VALUATION OF TOTAL CONSTRUCTION PROGRESS ENERGY Q W.R.E.C. ELECTRICAL $ AMP SERVICE D L5 PLUMBINGEJ VALUATION OF MECHANICAL INSTALLATION MECHANICAL $ �►^ ROOFING Q SPECIALTY Q OTHER 1 GAS FLOOD ZONE AREA DYES =NO FINISHED FLOOR ELEVATIONS COMPANY CoIrV \7 'JC► BUILDER REGISTERED Y/ N FEE CUR ENT Y!N >� ��// SIGNATURE C+ p 6({ J( 3 y� Llcensa# Address Z "v' U' p COMPANY Y/N ELECTRICIAN REGISTEREo Y/ N FEE CURRENT SIGNATURE License# Address PLUMBER COMPANY REGISTERED YIN FEE CURRENT Y I N SIGNATURE License# Address COMPANY MECHANICAL REGISTERED Y/ N FEE CURRENT Y/N SIGNATURE License# Address OTHER COMPANY REGISTERED - Y/ N FEE CURRENT Y/N SIGNATURE License# Address RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-0-W Permit for new wnsWction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Slit Fence installed. Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. ce installed, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence ist Sanitary Facilities&I dumpster.Site Work Permit for all new projects.Ali commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for ail NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$5000) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences(PloVSurvey/Footage) Driveways-Not over Counter if on public roadways.:needs ROW ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Keith Williams eus ( i 3)78o-0041 f=ax (Si3)700-0044 FIRE SERVICE USER FEES Occupancy : Plan No.: Cb1�Meeter. _S,. Business Name: '! Billing Address: o Business Address: Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: I��11 PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE UJ Site Plan N/C Annual N/C fl Sprinkler $50 1st Alarm N/C Mufti-Famiy/Comm 06 sf 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minimum Cha $25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200 0-25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- pertank $5D STANDPIPE SYSTEM Hydro Undergrounds $45 parkh&s $100 Per Riser $50 Hydrostatic Test $65 per ire Works $500 FIRE PUMP Acceptance Test $45 Camp Fir $25 fl Per Pump $100 Hydrant Flow $ f Co led Bum $100 FIRE ALARM SYSTEM ood/Duct $50 0-25 Devices $50 FIRE ALARMØ TE Place of Assembly $50 Annual 26 plus Devices $100 System Acc4ce Fire Protection SUPPRESSION SYSTEMS Recall cepthnt Flammable nation APPI $50 Annual Wet $50 O R X Waste Tire Storage $50 Annual Dry $50 Fire ILl ke WlI $15 per wall Generator<KW $100 CO2 $50 LP $25 per tank Generator>30 KW 150 Other $50 Natu I Gas $25 per system Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 Hood/Ducts $50 Tent 1 0 or greater $15 per tent Torch Pot/Applied $50 OTHER Fir ump $45 Haz Materials $100 Annual LP Installation r tank ire Suppression $30 Fuel Tank I on System Acceptance (Per Tank Exhaust Hood/Duct $30 Natural Gas Instal " Re-inspection DBL (Per System) (other than annual) ❑Spray Booth $50 Inspection scheduled DBL and cancelled less than 24 hours [J won lrtsp. N/C Emergency Vehicle Ac i $50 FALSE ALARM PLANS TOTAL INSPECTION TOTAL= PERMIT TOTAL LI] TOTAL[ e-- , � GIANDTOTAL Comments: r — frI2 T ci d 7b // 'c / 4 Date: Insjctor. / ' ' % e -- � Zephyrhills Fire Rescue 6907 Dairy Road,Zephyrhills, FL 33542 Fire Marshal Bus (813)780-0041 Kerry Barnett Fax (813) 780-0044 E-mail: kbamett(fire.zephyrhills.fl.us Plan Review#: 08-122 Project:Nestle✓ZBW Number of Pages: 3 Date: October 15, 2008 The plans have been reviewed for gated access into the bottle water plant located at 4330 20th Street and installation is allowed to move forward. The payment of plan review fees acknowledges that the occupant agrees to the following points below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Knox Key Switches shall be installed on all automatic gates. Automatic gates also shall open upon fire alarm activation. All manual gates shall have a Knox Padlock installed for access. Inspections to be conducted: 1. Acceptance Test to check device KERRY ETT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes.This review is not intended to be a final approval of the submitted plans.It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances.In the event that further examination or site inspection reveals areas of non-compliance,it shall be the contractor's sole responsibility,at their sole expense to bring those areas in compliance.The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. LPATHE'LPA�`� LETTER OF TRANSMITTAL GROUP IN�:O�RPORATED 4503 MQdIand Gvrp, BivO,, Suite 400 Tampa, Floriaa 33614 O7fOO/OO �• TIZ55v33.'Z (813)889-3892 ATTENTION: Dave Carr (813)889-3893 FAX RE: Zephyrhills T Hangers TO: Dave Carr 3602 Oakwood Drive Wesley Chapel, Fl 33543 813-629-4961 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: El Shop Drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications ❑ Copy of Letter El Change Order ❑ DATE NO. DESCRIPTION 1 07-07-08 E-mail re. Plan Revisions/Clarifications THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For your use ❑ Approved as noted El Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return copies for approval ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US Enclosed is a hard copy of yesterday's e-mail with attachments. COPY TO Trina Sweet, Zephyrhills Airport; Bill Burgess, City of Zephyrhills; File SIGNED C . Jim Goodwin If enclosures are not as noted,kindly notil/us at once. LETTER OF TRANSMITTAL THE LPA GROUP INCORPORATED 4503 Woodland Corp. Blvd., Suite 400 Tampa, Florida 93614 RATIO- or iro8 JAR Iii, rr�zssv33.�z (813),889-3892 ATTENTION: Dave Carr (813)889-3893 FAX RE: Zephyrhills T Hangers TO: Dave Carr 3602 Oakwood Drive Wesley Chapel, Fl 33543 813-629-4961 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ DATE NO. DESCRIPTION 2 07-31-08 Revised Drawing TS-4(11 x 17) 2 07-31-08 Revised Drawing SD-1 (11 x 17) 2 07-31-08 Revised Drawing GD-1 (11 x 17) THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return copies for approval ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US Enclosed is a hard copy of yesterday's e-mail with attachments. COPY TO Trina Sweet, Zephyrhills Airport; i Bill Burgess, City of Zephyrhills; File SIGNED Bil c ipp�1ryf Jim Goodwin If enclosures are not as noted,kindly notify us at once. Feb 05 08 12:39p p.1 44 PASCO COUNTY, FLORIDA SURVEY DIVISION DADE CITY (352)521-4274 PASCO COUNTY GOVT. CENTER NEW PORT RICHEY (727)847-8140 753O LITTLE ROAD Suite 230 LAND O'LAKES (813)996-7341 NEW PORT RICHEY, FL 34654 FAX (727)815-7000 DATE: February 5, 2008 TO: Jackie Bo eq s FAX NO. 813-780-0021 FROM: Gail Morrow/Survey/Addressing Dept. SUBJECT: Map Sending copy of map we're working off of- O If you have any questions or did not receive all the pages, please call me at (727) 847-8140 Ext. 8370 ♦ amorrow@pascocountyfl.net 2 Pages oeee; Laserfiche WebLink Page 1 of 2 Laserfchee WebLink Browse Search � ®[N 07 t�`i 32/ Template:Building Department Zephyrhills LeserFiche>Balding Depnrtrrmnt>Permils>1998'985887 Company Name aemTe BUILDING PERMIT J Permit# WY OF ZEPHYRHWS PE it 96-5887 (813)788.6611 Name [>a. - - �-_ Z-AIRPORT AUTHORITY Address ..r 39450 SOUTH AV BUILDIN ELECTRICAL PLUMBING MECHANICAL ae.lrer Cam / J /y Wmr Cow: Prop,nl'Ow,.,. wl.../// /�_ .._.r ?.L��,' water Mete• Prva1I.D.d ...:3-*21,-� a&,Pip - t.derGee: Dwr4mm a}Work FINAL — NO OCCUPANCY BEFORE C.O. oste Corrrplate Plain,SpeclticatIons and For Must Accompany Appiloadon. C.O. All work shell be performed In scoordonce with City Codes and Ordinances. Ta >r. Inapeator - 3 Vskutran or Permit Fea Contreet Prlos Blgtteturf Company City Llcarae Regietratlon#_I Addrsr /≤l O /arrin J daA`1//n 7'1 / State CartlfNd LeenaM Tc.ohans! 3.s- 7A4- SUILDIPIG ELECTRICALMECHANICAL Ftr. Tp.Serv. 51.5 Smkara Pre$LB Rough In Tub But DuctsIreL Until Meter Can Water Compneav PRM. Conat.Pols Bawer FirLsl Ineul.CL Pool Final WL jre-Meter Anal Drlvaway $' REINBPECTION FEES:When extra Inapsction trips an neon eery due to any one of the following reason,e aterge of Fifteen end 001100 Deli.,.11 16.004 shill be made for aisle trlo far each trade: s. Wrong Address b. Condemned work resulting from faulty oorwtnsotlon. c. Rupsin or oornothone not made when Inepeotbn caged. d. Work not reedy ter MlepaotIon when celled. •. Permit not posted on job afta. f. Plane not at job site. g. Work not eaoseNbl0. . TM payment of inspsctfon fees shell be made before any furdwr psrmlt.wil be band to the person owning Pewmee by La.ernch.WbLnk venial 7.02.Laweche I..replebred n.d.,n.rk of CompWnk M.n.g.rmnt Carafe,.Inc. http://zephyr5/weblink/DocView.aspx?id=59778&searchhandle=27531 2/5/2008 Map-Pasco County Property Appraiser - Pa Page 1 of 1 Sm Pasco County, Florida 1.4 mil el'�Lrilrirwli'1l1s N N I m w � CO LEST RILEY,ST .A H:A 6TH:A a H.A MANOR.DR R 3RO.AV 2ND,AV When I click on the map: IST;A Quick Info Full Info* �+ (I Zoom In 1.5x ' REE,PALL Air Choose Layers: n MIE.A Parcel Lines(Default) j4 (► Parcel Labels(Automatic) zJ Street Names(Automatic) FIR.AV 2006 1 ft-Color o Ev, --Select Additional Layer jr- Select Grouping UC KER,R IIJCKER.RC Image Size / Quality: 00000 MO NET.DR (Quality applies if imagery is selected) Low Quality(Fast/)PEG) Links of Interest: ► 4 Recent Sales in this area Search for property in Pasco Map Search 2.63 Miles MapID# 1821932 Street name information is maintained by the Pasco County BOCC GIS Department. http://maps.pascogov.com/maps/showmap.asp?Name=PascoMap_New&mdi=1821932&oc... 2/5/2008 Page Three Regular Council Meeting December 12, 2007 or excavating in conformity with plans approved pursuant to the Land Development Code and other necessary governmental permits or approvals; g) the proposed retention pond shall be designed to accommodate all planned improvements for the development, road improvements, and potential intersection improvements at Pretty Pond Road and US 301; g) the applicant/owner shall be responsible for payment of all required impact fees unless otherwise mentioned in the Zephyr Commons Developer's Agreement; h) all City Codes and Ordinances from the Land Development Code will be followed; i) upon approval of the future construction plan/site plan, the applicant shall submit a final plat as requested in Section 11.03.04.02 of the Land Development Code. Representative for the applicant Clarke Hobby, 109 N. Brush Street, Tampa introduced Larry Garren and Steve Faccione from Primerica explained the details of the architecture. Clyde Bracknell moved Zephyr Commons Phase 1 Preliminary Plat be approved with the conditions state in Mr. Vande Berg's memo dated December 4, 2007. Seconded by Daniel Burgess. Motion passed unanimously. SELLARS 5 Award Bid for Upgrade of Lift Station#3 Louie Sellars said bids were opened for the upgrade of the 40-year-old Lift Station#3 located at 7th Street and 6th Avenue. When repairs are needed in this lift station, the worker must go down 18 feet in the ground for all repairs but with the new station, 98% of the work is done on top of the ground. He recommended the bid be awarded to the low bidder, Ten Brink Underground for$110,000.00. Clyde Bracknell moved the bid for Lift Station#3 upgrade be awarded to Ten Brink Underground for$110,000.00. Seconded by Celia Graham. Motion passed unanimously. 6. Request to Reject Bids for Sludge Truck Mr. Sellars said one bid was received for the 1990 sludge truck but the bid was below the $20,000.00 minimum. He recommended the bid be rejected and the truck be held until the economy and building construction picks up. Clyde Bracknell moved the bid be rejected. Seconded by Celia Graham. Motion passed unanimously. SWEET 7. T-Hangar Pre Qualified JPA Trina Sweet provided a joint participation agreement with FDOT to complete the build- out for 67 T-hangar units. The $820,000.00 funding will be available in July 2008. The total cost of the project is $1,025,000.00, which will make the City's share$205,000.00. This is an 80-20 grant. The Airport Authority reviewed the proposed JPA in their December 3rd meeting and recommended Council accept the agreement. Celia Graham moved the JPA be approved. Seconded by Luis Lopez. Motion passed unanimously. 8. LPA Work Authorization for T-hangar Construction Phase Services Trina Sweet provided a work authorization from LPA for professional services for the construction phase of the T-hangar project. The Airport Authority reviewed four options provided by LPA and chose the option they felt was the most suitable and practical for the project and requested Council approval. r Page Four Regular Council Meeting December 10, 2007 Luis Lopez moved the work authorization for T-hangar construction phase services for an amount not to exceed $78,512.50 be approved. Seconded by Daniel Burgess. Motion passed unanimously. VANDE BERG 9. Downtown Redevelopment Plan This item was placed on the agenda to allow for any action Council would like to take from the previous workshop. Todd Vande Ber said at the workshop Council indicated the desire to purchase the Wachovia building on 5t Avenue at 7th Street. An appraisal was done previously but a second appraisal was recommended in order to do a comparison. Daniel Burgess moved a letter of interest be sent to Wachovia to open dialogue and a second appraisal be done to explore the possibility of acquiring the building with CRA tax increment funds. Seconded by Luis Lopez. Motion passed unanimously. 10. Report from Planning Commission a. Nestles—FLUM and Rezoning b. Preliminary Plat for Zephyr Commons Phase 1 Previously addressed. 11. Request to Extend Tennis Director Position through December 2008 Todd Vande Berg said Carl Hinkle was unable to attend the meeting tonight but would like to continue as the director of tennis services for the City. His current 6-month contract expires December 31 this year but he would like to have a 1-year contract that would expire December 31, 2008. Luis Lopez moved the director of tennis services continue through December 2008. Seconded by Clyde Bracknell. Attorney Poblick recommended a 6-month term. Hr also recommended that since Mr. Hinkle is a contractor he not use the title director of tennis services and that he not be provided City business cards because of the liability issue. Mr. Spina said a 6- month term would expire in June and would put his business in jeopardy. President Compton recommended a termination clause be added to the contract. Luis Lopez amended the motion to include the stipulation recommended by the attorney. Clyde Bracknell seconded amendment. Vote was taken on the motion with the amendment and passed unanimously. CITY MANAGER'S REPORT 12. Discussion on Skate Park Options Mr. Spina said there is a person interested in leasing the skate park at Krusen Field. He would also like to place a modular building on the site to operate a pro shop and video arcade. The consensus of Council was there would be no commercial activity at Krusen Field. 13. Board Appointments Mr. Spina said the following boards have members whose terms expire December 31, 2007: BOARD OF ADJUSTMENT: William Poe, Sr. —Appointment of Seat 1; Gary Hatrick— Appointment of Seat 3; Pat Besinger—Appointment of Seat 5. Mr. Hatrick and Mrs. Besinger have indicated they would like to be reappointed. Mr. Poe will not be able serve at this time. City of Zephyrhills Fire Rescue Memo TO: City Manager Steve Spina FROM: Fire Chief Keith A. Williams SUBJECT: Final Report on Airport Row Hangar DATE: 4 August 2008 Since the end of March 2008 there has been considerable angst about the fire code requirements of the row hangars being constructed at Zephyrhills Municipal Airport. This has caused much tension between City Departments,the Aviation Authority and contractors. To resolve the many issues in this matter the Department contacted the Department of Financial Services' Division of State Fire Marshal regional office in Tampa as well as the Division's state headquarters speaking with the Bureau's Chief, James Goodloe. The official posture of the State Fire Marshal's Office is that the subject of curbing must be liquid tight. This matter frequently arises in other jurisdictions and they are familiar with the subject of aircraft hangars, thus taking that aforementioned stand on the matter. The State Fire Marshal's Office was asked if they would assume jurisdiction of the fire code compliance and responded declining the opportunity as the local Fire Department is the state recognized Authority Having Jurisdiction and must enforce the code per State Statute. Due to the apparent standstill resolving the matter of the curbing the decision was made during the week of July 14 to seek an independent engineer to look at the questions facing the issue of code compliance. Those questions were: (1) Is the curbing, detailed on the building plans, reviewed by the Fire Marshal, and installed by the contractor meeting the liquid tight requirements of NFPA 409? (2) Is the fire wall called for on the plans but not detailed with a detail or an assembly number associated with an approved construction manner adequate for the requirement of separation between storage and aircraft space within the hangars? (3) Is the static grounding identified to be installed as per NFPA 409 Section 8.7.1 required?During the week of July 21, 2008 a forensic engineering firm located through an internet search for"independent fire inspectors" in Orlando, Florida was contacted about reviewing the matter. On July 24, 2008 Steve Hodge, P.E. of Applied Forensic Engineering, LLC was commissioned to visit the site, review the matter and develop a report of the matter. On July 25, 2008 at 1400 hours, Mr. Hodge visited the site at the Airport, meeting with David Carr, Wes Carr, Bill Burgess, Calvin Switzer, Assistant Fire Marshal Noyas and this writer. Mr. Hodge had requested to be provided with the following documents: copy of NFPA 409 being used to determine compliance, Specifications for the sealant material being used for sealing the curbing currently being installed and a copy of the plans being used to construct the building. He was provided with those materials as requested. On July 30, 2008, Mr. Hodge provided the draft copy of the report via emailed PDF file with the official copy being received via FedEx on August 1, 2008. The only difference between the two is further explanation in a caption of Photo 4 where the significance of an object was explained. As stated in a conversation with you on July 17, 2008 where the subject of an independent inspection to resolve the difference between what was being required by the Fire Marshal's Office of Zephyrhills Fire Rescue and the position of the LPA group engineers that the requirements were absurd and not necessary, the report of the independent inspector would be accepted, no matter the outcome, as final decision. It was a gamble as to what the outcome would be to resolve these matters. The synopsis of the report is as follows. In the matter of the curbing being liquid tight, it is not. Mr. Hodge has concisely described the facts complete with pictures. The fire wall designation on the building plans had no corresponding detail as to how to construct same. What has been installed to date does not meet any recognized assembly for rated fire separations. He has provided suggestions as to how to meet these two requirements of the code for the curbing and the fire separation in his report. The matter of static grounding is clearly outlined in the NFPA 409 standard but is lacking in either installation or detail designating installation on the plans. The resolution to the curbing issue offered in the report is closely similar to the determination made by yourself and this writer back on May 31, 2008 resulting in a change order proposed to fix the problem, which was adamantly rejected by multiple parties. Now to the matter of what has transpired where some feel that the Fire Marshal's Office has changed the requirements after design and construction began. Attached are copies of the two comment sheets from the Plan Review by the Fire Marshal in February 2008. One comment sheet(Attachment A) is from the plan review of the blueprints for the foundation,the other(Attachment B) is from the comments attached to the building plans reviewed that same day. In Attachment B, Item 1, it clearly notes the"compliance shall be to the Florida Fire Prevention Code and any applicable NFPA standards and codes". Attachment A, item 3 states that"curbing shall be non-combustible and leak tight". Both copies are also on file with the Building Department as well as attached to the plans at the jobsite. It does appear that the Carr Contracting Company has followed the plans as they were provided. However the plans do not provide sufficient adequate detail of how to satisfy the requirements of the code. As to the matter of installing the curbing, with details provided with the building plans Mr. Carr has installed the curbing to the specifications in the detail but those specifications are not adequate to meet the code intent,the Fire Marshal's requirement nor the State Fire Marshal's Office interpretation of the curbing to be liquid tight. As to an assembly for a fire rated walls, those are clearly missing in the provided plans as is the static grounding details. Those oversights appear to be the result of the engineer for the buildings failing to provide the contractor with the proper details to construct the structures, not the fault of the contractor or the Fire Marshal's Office. The result has troubled many, created dissention between Departments and resulted in delays attributed to this Department unduly. It is City's best interest to follow the recommendations in the independent inspector's report to eliminate the possibility of any injuries or loss of life and property, or liability and litigation against the City of Zephyrhills. Thank you in advance of acceptance of this report and documentation. If there should be any additional questions please feel free to ask. i MSC / /2 Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Marshal Bus (813) 780-0041 Kerry Barnett Fax (813) 780-0044 February 4, 2008 I have reviewed and approved the plans for the foundations of new Group III T-hangars located at the Zephyrhills Airport. I have attached the comments for the plan approval. If there are any questions please contact my office at 813-780-0041. 1. Floors shall be non-combustible and above grade of the approach or apron at entrance to hangar. 2. Hangar aprons shall slope away from hangar floors. 3. 6' high curbing shall be provided between each aircraft space to prevent flow of liquids. Curbing shall be non-combustible and leak tight. Inspections Required 1. Slopes and curbing will be checked at building final. NOTE: FEES WAIVED DUE TO PROJECT BEING A CITY OWNED AND OPERATED STRUCTURE. • Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Marshal Bus (813) 780-0041 Kerry Barnett Fax(813) 780-0044 February 4, 2608 I have reviewed and approved the plans for a construction of new Group III T-hangars located at the Zephyrhills Airport. I have attached the comments for the plan approval. If there are any questions please contact my office at 813-780-0041. 1. Building construction shall be in compliance with the 2004 Florida Fire Prevention Code and all applicable NFPA standards and codes. 2. Fire hydrant shall be located within 350' of each hangar 3. Certified fire extinguishers shall be located within each space in accordance with NFPA 10. 4. An: 1S5 door shall be installed in each space and shall swing outward. (hangar aircraft door excluded) 5. There shall be 75' clearance around all sides of each hangar 6. No fuel transfer or fueling, welding, torch cutting,,doping or spray painting shall be conducted inside the hangar. If so, the hangar shall be protected with a fire suppression system. Inspections Required 1. Building Final NOTE: FEES WAIVED DUE TO PROJECT BEING A CITY OWNED AND OPERATED STRUCTURE. PPLIED FORENSIC ENGINEERING, LLC FORENSIC INVESTIGATIONS AND CONDITION ASSESSMENTS REPORT OF CODE COMPLIANCE INVESTIGATION NEW ROW HANGERS AT ZEPHYRHILLS AIRPORT 39450 SOUTH AVENUE ZEPHYRHILLS, FLORIDA Prepared for: ZEPHYRHILLS FIRE RESCUE Prepared by: Steve D. Hodge, P.E. Applied Forensic Engineering, LLC July 30, 2008 PPLIED APPLIED FORENSIC ENGINEERING, LLC VRENSIC 5TZO Major Boulevard, suite zoo ENGINRING, Phone: 400 7--3 LLC nd3 51-0030099 95 Fax: 866-550-6123 FORENSIC INVESTIGATIONS AND CONDITION ASSESSMENTS July 30, 2008 Keith A. Williams, Fire Chief Zephyrhills Fire Rescue 6907 Dairy Road Zephyrhills, FL 33542-1631 Re: Code Compliance Investigation New Row Hangers at Zephyrhills Airport 39450 South Avenue, Zephyrhills, Florida AFE File No.: 8055-01 Dear Mr. Williams: APPLIED FORENSIC ENGINEERING, LLC (AFE) is pleased to provide the following engineering report of our site investigation. We were initially contacted on July 22, 2008 to discuss code compliance issues regarding the curbing and firewalls in the new row hangers at the Zephyrhills airport. On July 24, 2008 you requested that we visit the site to perform an independent evaluation of these items. We have examined the structures on this property and we are submitting this teport in fulfillment of our assignment in this matter. It has been our pleasure to perform this investigation for you. We trust that our efforts will meet with your approval and that this report meets its intended purpose. Please call if you have any questions concerning this report or if I or any of APPLIED FORENSIC ENGINEERING'S staff can be of further support. Respectfully submitted, APPLIED FORENSIC ENGINEERING, LLC fj Steve D. Hodge, P.E. 1 Florida License PE 41939 , Principal PPLIED Code Compliance Investigation FORENSIC New FLOW hinQerS At ZeDhirhtl r Ut ENGINEERING, LLC AFE File NO.: 8055-01 July 30,2008 FORENSIC INVESTIGATION$AND CONDITION ASSESSMENTS Page 2 INVESTIGATION SUMMARY Our physical examination of the building occurred on July 25, 2008. This report is based on our visual examination of readily accessible building components and conversations with Hector Noyas (Assistant Fire Marshall), David Carr of Carr Contracting Services, two Zephyrhills Building Inspectors and yourself. We did not dismantle any components, conduct destructive testing, or perform any tests or invasive inspections. Construction drawings and the NFPA 409 code were available for review. There are seven, single-story, rectangular buildings on the site, each containing nine hangers and two storage areas. The buildings are pre-engineered steel structures with metal siding and roof panels with concrete slabs on grade (Photo No. 1). During the current construction, disagreements arose between the Zephyrhills Fire Rescue and the Zephyrhills Airport Authority regarding two issues. Specifically, Section 8.1.5 of the NFPA 409 code requires that "6" high curbing" be installed to prevent the flow of liquid from one space to adjacent spaces. Section 8.2.3 of the NFPA 409 code requires a one-hour fire separation between aircraft areas and offices or storage areas. It is the opinion of the Zephyrhills Fire Rescue that the current construction of these items does not meet the NFPA code and the Airport Authority believes that they do. Applied Forensic Engineering, LLC was asked to visit the site to inspect these items to determine whether these items meet NFPA 409 code requirements. Further, we were asked to comment on static grounding requirements and make recommendations to remedy any deficiencies if they exist. OBSERVATIONS 1. Curbing Between Hangers Currently the provided curbing consists of a six-inch high metal angle that has been attached to the floor with power fasteners (Photos No. 2 & 3). The metal wall panels have been screwed to this angle at a height of approximately 2-inches above the floor. Sikaflex®— 1 a was used as caulking along the edges of the angle to seal the angle to the adjacent materials and prevent leakage. We found that sealant had not been applied under the angle prior to attaching it to the concrete floor and no caulking bead was observed along the back of the vertical leg where the angle meets the concrete (Photo No. 4). We noted many areas where there are open holes in the steel angle around the columns and where the applied sealant has either failed or was improperly installed (Photos No. 5 & 6). In addition, there are voids along the back side of the angle that are formed by the ribs in the metal panels. A fuel spill in an adjoining hanger could flow into these voids and easily volatize causing a fire hazard (Photo No. 4). Finally, there are no flashing angles along the ends where the 6-inch angles meet the walls or columns (Photo No. 7). Code Compliance Investigation ACIPME MjWflyhpr rj�S Z� h rhills Air orliORENSIC �r R Y PNGINEEKING, LLC Ivv.:vvss v s July 30,2008 FORENSIC INVESTIGATIONS AND CONDITION ASSESSMENTS Page 3 2. One-Hour Fire Separation Wall The existing walls between the end hangers and the storage areas consist of steel girls and metal panels, typical of all the interior walls. We noted that horizontal metal hat channels had been screwed to the metal panels (on the side opposite the steel girls) and two layers of%-inch thick, Type X gypsum board had been attached to the hat channels in an attempt to create a one-hour separation wall (Photo No. 8). No taping, bedding, finishing or fire caulking had been performed at the time of our inspection. We noted numerous large openings, particularly along the ends of the walls (Photo No. 9). In addition, the ends of the drywall assemblies that stop in the middle of a wall are not properly sealed (Photo No. 10). 3. Static Grounding Section 8.7.1 of the NFPA 409 code requires that static grounding must be provided for Group III hangers. Static grounding for aircraft storage and maintenance had not been provided at the time of our inspection. CONCLUSIONS 1. Curbing Between Hangers The basic intent of Section 8.1.5 in the NFPA 409 code is to prevent fuel and hazardous material spills from moving from one hanger to another. In order to do this, the curbing must be liquid tight and sealed to the wall panels. It is our opinion that the current metal angle used for a curb is not liquid tight and does not meet the NPFA 409 code requirements. The angle would need to be removed and many changes made during its replacement to make it liquid tight. 2. One-Hour Fire Separation Wall Section 8.2.3 of the NFPA 409 code requires a one-hour fire separation between aircraft storage/ maintenance areas and offices or storage areas. It is our opinion that the current wall separating the aircraft areas from the storage areas does not meet the requirements of a one-hour separation wall. Our search of the Underwriters Laboratories (UL) database of rated wall assemblies did not find any assemblies similar to the • as-built wall. The wall should have been built in accordance with UL Design No. V421 (attached). The walls will have to be modified or rebuilt in accordance with a listed UL wall assembly in order to provide an acceptable one-hour fire separation. PPLIED Code Compliance Investigation ORENSIC Now MY Hinin C WYMI F�491 ENGINEERING, LLC ArE r 1te IVU.'w55-ai July 30, 2008 FORENSIC INVESTIGATIONS AND CONDITION ASSESSMENTS Page 4 3. Static Grounding It is very clear that Section 8.7.1 of the NFPA 409 code requires that static grounding be provided for Group III hangers and the code does not provide alternative methods to avoid installing the grounding. It is our opinion that static grounding will need to be installed in each hanger. RECOMMENDATIONS 1. Curbing Between Hangers It is our opinion that the time and cost associated with reworking the existing metal angle curbing would be excessive. We recommend that a more time and cost effective solution would be to cast a concrete curb on the opposite side of the wall from the existing angle curb. The concrete curb should be in contact with the wall panels. The existing slab under the curb location should be scarified using mechanical methods (chipping hammer, etc.), #4 dowels epoxied into the slab at 2-foot intervals, and a #4 horizontal reinforcing bar placed in the center of the curb. The metal panels behind the curb should also be coated to prevent corrosive action between the galvanized metal wall panels and concrete. Refer to the following detail. Existing metal wall panel 6"x 6"Concrete Curb #4 dowel,epoxy into slab@ 24" 0 #4 Horizontal Bar. Existing steel angle 0 Scarify slab under curb&apply d Bonding agent Existing 4"Slab ' o a as 404 a4 oa 3"Max. ad a as 04 a4 PPLIED Code Compliance Investigation ORENSIC Ng �Q h����fr�at Zerhyrrhills Air?ort �INGINEERING, LLC �I July 30,2008 FORSN$IC INVESTIGATIONS AND CONDITION ASSESSMENTS Page 5 2. One-Hour Fire Separation Wall The existing wall should be modified to comply with either UL Design No. V421 or U622 (attached). To modify the wall to conform with Design No. V421, the metal wall sheets would need to be removed, a layer of%-inch thick, Type X gypsum board installed and the wall sheeting replaced. In addition, the existing gypsum board and hat channels would need to be removed, new hat channels installed in the vertical direction and one layer of%-inch thick, Type X gypsum board installed over the hat channels. All penetrations and both sides of the wall perimeter would need to be fire caulked at a minimum. We recommend modifying the wall to conform with Design No. U622 as it would most likely require less time and expense than other alternatives. No materials would need to be removed and the only items that would need to be added is another layer of hat channel and a steel liner layer complying with Item 2 in the Design method. Flashing angles would also need to be installed on both sides of the wall along the perimeter and all openings need to be fire caulked. Care must also be taken to ensure that the assembly is continuous around all of the corners. No matter which method is chosen, the end of the drywall assembly that stops in the middle of a wall needs to be sealed. We recommend that the space between the metal panel and the drywall be stuffed with rock wool, at least 6 inches deep. The outer edge should then be sealed with a Z-shaped metal flashing strip that is attached to the metal panel and overlaps all elements of the fire separation wall (see sketch below). 6"Rockwool Existing Hat Channel 5/8"Type X Gypsum Board Z-shaped Steel Flashing Strip New Metal Hat Channel New Steel Liner Panels 3. Static Grounding We recommend that the floor slab be core drilled at the highest elevation and 5-foot long ground rods and floor boxes be installed. Care should be taken to avoid drilling through the column footings. I I 7a "is Code Compliance Investigation olar"Nsle New ROW tlanner5 Al Zr rrhitI Rironrt NGINEERING, LLC AFE Fue No.: So55-ol July 30,2008 FORIINSIC INVESTIGATIONS AND CONDITION ASSESSMENTS Page 7 t � T Photo No. 3—Close-up view of the angle used for the curb. Photo No. 4—View downward between the curb angle and metal wall panel showing lack of sealant along angle and open space between the angle and the wall panel. Note that the bottom of the wall panel is not sealed which could allow fluid from adjacent hanger to enter open space (red arrow). PPLIED Code Compliance Investigation eREusl� MA MW 11aflGM nt ZephO1115 PIIMM F �NGINEERING, LLC AFE MIA No 9055.01 July 30,2008 fOR SIC INVESTIGATIONS AND CONDITION ASSESSMENTS Page 8 IL e nF Y 1 'y dm& y 4�Y 4t�P.iva4yyw �'xtt:ia•� �{n.3idn'$� �}'n'tkA.'�.�. �,3 r,�a �,+Ai%R.F* Photo No. 5—Open hole in angle curb where angle was notched at a column. ,y. ihl t0 Photo No. 6—Failed adhesive joint where two angle curbs meet. PPLIED Code Compliance Investigation AREWSIC NOW NY(1lafli��ift5 at��QhYr I%Air W ENGINEERING, LLC u55-ui July 30,2008 FORMISIC INVESTIGATIONS AND CONDITION ASSESSMENTS Page 9 gp. µrr � . R Photo No. 7— No flashing angle or sealant at the end where the curb angle meets a column. KLIED Code Compliance Investigation I ° e Nail Rni 111nnarl it Zinn�rnill�iirnnrt E NGINEERING, LLC APP File No.- 8055-01 July 30,2008 POR NSIO INVESTIGATIONS AND CONDITION ASSESSMENTS Page 10 Photo No. 8— Portion of a alleged one-hour fire separation wall as viewed from the storage area. a7fi•xi " ≥a t t _ 5 r: Photo No. 9—Large hole at the end of a fire separation wall. S S oaNs,e NEW flow hanaer5 At KLIED �ENGINEERING, LLC Arc sue tvu..oa55-ai July 30, 2008 POR SIC INVESTIGATIONS AND CONDITION ASSESSMENTS Page 11 Photo No. 10 - End of the drywall assembly (used as a fire separation wall) that stops in the middle of a wall is not properly sealed No Text RXUV.V421 -Fire Resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/sho... ONLINE CERTIFICATIONS DIRECTORY BXUV.V421 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products,equipment,system,devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed,or Recognized. Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings-ANSI/UL 263 Design No.V421 October 25,2005 Nonbearing Wall Ratings—1&2 Hr i 4CJAIZC1laTAL (2) ari L1L VEFTIGA, 1. Girts—"Z"or"C"shaped girts,0.056 to 0.120 in.thick steel, 6 to 12 in. deep,with 2 to 4 in.wide flanges.Girts placed horizontally(with flanges up or down)and spaced max 48 in.OC.Girts are secured to columns with girt clips,Item '7iz1t)nnv I-A.<UT BXUV.V421 -Fire Resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/sho... 2,or bolted to the column through the girt flange. Z. Girt Clips—(not shown)—5teel secures to column Dy welds or bolts. 3.Steel Wall Panels—Min No.26 MSG, min 16 in.wide coated steel panels. Panel joints offset 6 in.from gypsum sheathing joints.If one layer of exterior wallboard is used, panels are fastened to the horizontal girts with 1-1/2 in. (min) long No. 12-14 self-drilling screws 12 in. OC. If two layers of exterior wallboard are used,panels are fastened to the horizontal girts with 2 in. (min)long No. 12-14 self-drilling screws 12 in.OC.Vertical raised rib profiles of adjacent panels are overlapped approximately 3 in.and attached to each other with 7/8 in. long 1/4-14(min)self-drilling screws(stitch screws)24 in.OC(max)along the lap. 3A. Steel Siding or Brick— (Optional,not shown)For Fire Resistance Ratings from inside of wall only,steel siding or brick veneer meeting the requirements of local code agencies,may be installed over additional furring channels(not shown),Item 4,on exterior of wall in place of steel wall panels. Brick veneer attached to furring channels with corrugated metal wall ties attached to each furring channel with steel screws, not more than each sixth course of brick. When a minimum 3-3/4 in.thick brick veneer facing is used,the fire resistance rating applies from either side of the wall. 4. Furring Channels—Hat shaped, minimum 25 MSG galv steel,approximately 2-5/8 in wide,7/8 in.deep,spaced 24 in. OC perpendicular to girts.Channels are secured to each girt with 3/8 in. (min)long self-drilling pan head sheet steel type screws.Two screws are used at each fastening location,one through each leg of the furring channel. 5. Gypsum Board* —See table under Item 6 for number of layers and thickness on interior face of wall.Any 5/8 in. or 1/2 in.thick gypsum wallboard bearing the UL Classification Mark for Fire Resistance.Applied horizontally or vertically. First layer attached to furring channels,Item 4, using 1 in. long Type S bugle head drywall screws spaced 24 in.OC. vertically and horizontally. Second layer attached to furring channels using 1-5/8 in. long Type S bugle head drywall screws spaced 12 in.OC.vertically and 24 in.OC. horizontally.Third layer,when used, attached to furring channels using Type S bugle head drywall screws spaced 12 in. OC. vertically and 24 in.OC. horizontally, 1-7/8 in.long for 1/2 in. wallboard and 2-1/4 in. long for 5/8 in.wallboard. Fourth layer,when used,attached to steel strapping using 1 in. long (min)bugle head drywall screws spaced 8 in.OC. Steel strapping from flat stock, 1-1/2 in. wide,fabricated from 0.020 in. thick(25 gauge)galv steel. Steel strapping located vertically and attached to third layer of gypsum wallboard at each vertical joint and intermediate stud using 2-5/8 in.Type S bugle head drywall screws 12 in. OC.The horizontal or vertical joints of the wallboard are offset 24 in. when 2 successive layers are applied in the same orientation. See Gypsum Board(CKNX)category for names of manufacturers. 6.Gypsum Board*—See following table for number of layers on exterior face of wall.Any exterior grade 5/8 in thick gypsum wallboard or gypsum sheathing bearing the UL Classification Mark for Fire Resistance.Applied horizontally or vertically. First layer attached to girts, Item 1, using 1-1/4 in. long(min)self-drilling bugle-head sheet steel type drywall screws spaced 8 in.OC. horizontally. Second layer,when used,attached to girts using 1-5/8 in. long(min)self-drilling bugle-head sheet steel type drywall screws spaced 8 in. OC horizontally.The horizontal or vertical joints of the wallboard are offset 24 in.if 2 successive layers are applied in the same orientation. Fire Resistance from Both Sides of Wall Layers 5/8 In.Gypsum Layers 5/8 In.Gypsum Wallboard(Item 5)on Wallboard(Item 6)on Rating Interior Face Exterior Face 1 1 1 2 2 2 2 3 1 Fire Resistance from Inside of Wall Only Layers 1/2 In.Gypsum Layers 5/8 In.Gypsum Wallboard(Item 5)on Wallboard(Item 6)on Rating Interior Face Exterior Face 1 3 0 Layers 5/8 In.Gypsum Layers 5/8 In.Gypsum Wallboard(Item 5)on Wallboard(Item 6)on Rating Interior Face Exterior Face 2 4 0 See Gypsum Board(CKNX)category for names of manufacturers. 7.Column Protection—(not shown)— Horizontal wall girts, Item 1,are attached to vertical structural steel columns. See Column Design Nos. X524 and X530 for protection of columns. 8. Batts and Blankets*— (optional,not shown)—Glass Fiber Batts placed in the cavities of exterior walls. See Batts and Blankets(BZ]Z) —category for names of manufacturers. ^,n 1 i)nno 4•n4 UT BXUV.V42I -Fire Resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/sho... 8A. Fibert Sprayed* —As an alternate to Batts and Blankets(Item 8)—Spray applied cellulose material.The fiber is applied with water to completely fill tha enclosed product. Nominal dry density of 3.0 lb/ft3.Alternate application method:The fiber is applied with U.S.Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3. U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 8B. Fiber,Sprayed*—As an alternate to Batts and Blankets(Item 8)and Item 8A-Spray applied cellulose insulation material.The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product.Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU-WOOL CO INC—Cellulose Insulation 9.Joint Tape and Compound—(not shown,optional)—Vinyl or casein,dry or premixed joint compound applied in two coats to joints and screw heads of face layer of gypsum wallboard. Paper or glass fiber tape embedded in first layer of compound over all joints. *Bearing the UL Classification Mark Last Updated on 2005-10-25 Questions? Notice of Disclaimer Page Top Copyright©2008 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information, Designs and/or Listings(files)must be presented in their entirety and in a non-misleading manner,without any manipulation of the data(or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: "Copyright©2008 Underwriters Laboratories Inc®" An independent organization working for a safer world with integrity, precision and knowledge. 1 i_- 'f - �i�1 i1)nno '2.n4 ntl BXUV.U622-Fire Resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/sho... UL ONLINE CERTIFICATIONS DIRECTORY BXUV.U622 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products,equipment,system,devices,and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed,or Recognized. Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings-ANSI/UL 263 Design No.U622 March 25,2008 Nonbearing Wall Rating— 1 HR. FIRE SIDE +•••� �i I I `�•A♦ . . ... ... .._- '- /, - .� 1 1 •r ti HCR:2C4iAL SECTlwN FIRE SE w • ry . t' 4. VENT!CAL SECT!aN 1.Supporting Angles—3 by 3 by 1/4 in.steel,attached to masonry with No. 14 by 1-1/2 in. long self-tapping steel screws with steel and neoprene washers and 1-1/2 in. long split steel inserts spaced 24 in.OC. 2.Wall and Partition Facings and Accessories*—Steel Liners— Min 22 MSG, 12 and 24 in.wide steel liners forming the interior side of the wall attached to top and bottom supporting angles with No. 14 by 3/4 in.long hex washer head self-tapping or No 12 by 1 in. long hex washer head self-drilling screws located 6 in.OC and 1 in.from the edge of each panel.The end liners attached to the side flashing angles with No. 14 by 3/4 in. long self-tapping screws spaced 12 in. OC. FLEXOSPAN STEEL BUILDINGS INC—Types FE-12, FL-24. 1nii)nno 2•nc D! BXUV.U622-Fire Resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/sho... 2A.Wall and Partition Facings and Accessories* —Steel Liners—As an alternate to Item 2 No. 22 MSG min steel liners attached to support a.,gle ,.,.;tl,N ;e.,9.,ex ECI BUILDING COMPONENTS INC—Types FW-120, IL-240. 3. Flashing Angles—2 by 2-1/4 in., 16 to 20 MSG coated steel,2 in. leg attached to masonry with No. 14 by 1-1/2 in. long self-tapping steel screws with steel and neoprene washers with 1-1/2 in. long split steel inserts spaced 18 in.OC. 4. Sub-girts— Hat shaped, 1/2 in.deep by 3-1/2 in. wide with 7/8 in. legs, 16 MSG galv steel attached to lip of liners along sub-girt legs with one No. 14 by 1 in. long hex washer head self-tapping,self-drilling steel screw at each liner seam. Sub-girt spaced vertically not more than 48 in.OC with top and bottom sub-girts located not more than 3 in.from supporting angles. Exterior sub-girt attached to interior sub-girt with No. 14 by 2 in. long min self-drilling,self-tapping steel screws spaced 24 in.OC. 5.Gypsum Board*—5/8 in.thick by 48 in. wide sheets,two layers applied vertically,vertical and horizontal joints between adjacent layers staggered. First and second layers attached to sub-girts with No. 6 by 1-5/8 in. long self-drilling, self-tapping Phillips head steel screws, located alternately 12 in.from the vertical edges in each sheet for the first layer and 6 in.from the vertical edge in each sheet for the second layer. AMERICAN GYPSUM CO—Types AGX-1,AG-C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO—Type DBX-1. CANADIAN GYPSUM COMPANY—Types IP-Xi, SCX,SHX,WRX. CERTAINTEED GYPSUM INC—Types FRPC or EGRG. CERTAINTEED GYPSUM CANADA INC—ProRoc Type C. LAFARGE NORTH AMERICA INC—Types LGFC6, LGFC6A, LGFC-C, LGFC-C/A. PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM—Type PG-li SIAM GYPSUM INDUSTRY(SARABURI)CO LTD—Type EX-i TEMPLE-INLAND FOREST PRODUCTS CORP—Type TG-C,Type X,Veneer Plaster Base-Type X, Water Rated-Type X, Sheathing Type-X, Soffit-Type X. UNITED STATES GYPSUM CO—Types FRX-G, IP-X1,SCX,SHX,WRX. USG MEXICO S A DE C V—Types IP-X1, SCX,SHX,WRX. 5A. Gypsum Board* —(As an alternate to Item 5)— Nom 3/4 in.thick,48 in. wide,installed as described in Item 5 with length of fasteners for second layer increased to 2-1/4 in. CANADIAN GYPSUM COMPANY—Type AR. UNITED STATES GYPSUM CO—Type AR. USG MEXICO S A DE C V—Type AR. 6.Wall and Partition Facings and Accessories*—Facing Units—Min 22 MSG steel facing units of various shapes and widths,attached to sub-girts with one No. 14 by 3/4 in. long hex washer head self-tapping or No. 12 by 1 in. long hex washer head self-drilling steel screw at each joint. For units exceeding 12 in. in width,additional screws are necessary to achieve a max screw spacing of 12 in.OC along sub-girts. FLEXOSPAN STEEL BUILDINGS INC—Types FE-12, FE-66, FLEXBEAM, FLEXRIB,VERTARIB 1/2 in. by 2.67 in. ^I/^I1/,AAO 7.AC n11 BXUV.U622-Fire Resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/sho... corrugated, 7/8 in. by 2.67 in. corrugated. 6A.Wall and Partition Facings and Accessories*—Steel Face Panels—As an alternate to Item 6, No.22 MSG min, steel facing units. (For rating applicable when exposed to liner side only, No. 24 MSG min.) Fastened to sub-girts with No. 14 by 3/4 in. long, hex-head, self-tapping,self-drilling screws. ECI BUILDING COMPONENTS INC—Types FW-120,IL-240,IR Panel,WP-120. 7.Closure Angles—No. 22 MSG galv steel with one leg notched to fit the contour of facing unit. 8. Flashing Angle—No. 18 MSG gals steel angles 2 by 2 in. along the top 3 by 2-5/16 in.along the bottom and 1-1/2 by 1-1/2 along the sides. 9. Batts and Blankets* —(Optional)—24 by 48 by 1-1/2 in.thick mineral wool or glass fiber batts,placed in liner cavity with horizontal joints in adjacent cavities staggered. THERMAFIBER INC—Type SAFB. 9A. Fiber,Sprayed* —As an alternate to Batts and Blankets(Item 9)—Spray applied cellulose material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft3.Alternate application method:The fiber is applied with U.S.Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3. U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 9B. Fiber,Sprayed*—As an alternate to Batts and Blankets(Item 9)and Item 9A-Spray applied cellulose insulation material.The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product.Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU-WOOL CO INC—Cellulose Insulation *Bearing the UL Classification Mark Last Updated on 2008-03-25 Questions? Notice of Disclaimer Page Top Copyright©2008 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information, Designs and/or Listings(files) must be presented in their entirety and in a non-misleading manner,without any manipulation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: "Copyright©2008 Underwriters Laboratories Inc®" An independent organization working for a sater world with integrity, precision and knowledge. _cam 7/ 1/')nn4 '2•Ac Dti Goodwin, Jim From: Goodwin,Jim Sent: Monday,July 07, 2008 1:37 PM To: 'Carrconstructors@aol.com' Cc: Trina Sweet -Zephyrhills Municipal Airport; Bill Burgess -City of Zephyrhills; Schipper, William; Kistler, Mark Subject: Plan Revisions/Clarifications Attachments: (GD-1.pdf; GD-2.pdf; TS-4.pdf; ZPH Conc Apron and Inlet Revisions.pdf Dave, In response to our meeting at the site on June 25 you will find attached revised drawings GD-1, GD-2 and TS-4 and an elevation and section sketch detailing proposed revisions to the building concrete apron and inlet elevations. Spot elevations have been added to GD-1 and GD-2 to clarify proposed grades between the west end of building D and the parking spaces and the low points in the pavement adjacent the grassed islands around inlets S-8, S-1 7 and S-23. Contours at the connection of the vehicle road and the apron on the north side of building G have been adjusted. Section HH on TS-4 has been revised to require grading away from the pavement for 5' at 2%where existing grades are above the proposed pavement elevation. We have evaluated the grades between the inlet and the building at the east end of building B, C and D and are directing you to lower the 4' concrete apron around the door and hose bibs and raise the inlets at these locations as follows: 1. Inlet S-8 (Bldg C): Raise the inlet 9". Lower the 4'concrete apron 3". 2. Inlet S-1 7 (Bldg. B): Inlet - unchanged. Lower the 4'concrete apron 5". 3. Inlet S-23 (Bldg A): Raise the inlet 5". Lower the 4'concrete apron 3". A transition from the 18"concrete apron around the building perimeter to match the lowered 4' concrete aprons will need to be made.These changes are detailed in the attached elevation and section sketches.These sketches assume the floor slab and inlet grates have been constructed to plan elevations. Please have your surveyor provide us with as-built verification of these elevations before proceeding with this work. The hose bibs are not to be relocated. You have provided us with a price of$400 per inlet to raise the 2 inlets. A change order for this work will be issued. Please provide us with a schedule, as required by your contract, for completing all remaining work on the project. If you have any questions, please call me. Jim Goodwin, PE Project Manager The LPA Group Incorporated 813-889-3892 813-493-2283(cell) 7/7/2008 JOB___________________________ THE LPA GROUP INCORPORATED SHEET NO. 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