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HomeMy WebLinkAbout10-10950 CITY OF ZEPHYRHILLS • 5335 - 871-1 STREET (813)780 -0020 10950 BUILDING PERMIT Permit Number: 10950 Address: 6215 ABBOTT STATIO DR UNITS 104 Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD /ALT COMMERCIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVER OAKS VILLAGE Est. Value: Parcel Number: 03- 26 -21- 0200 - 00000 -0000 Improv. Cost: 52,000.00 `!q i Date Issued: 9/22/2010 Name: AS MAN LLC Total Fees: 633.04 Address: PO BOX 48155 Amount Paid: 633.04 TAMPA, FL 336470 Date Paid: 9/22/2010 Phone: (813)312 -3879 Work Desc: RENOVATION OFFICE SPACE / OFFICE SPACE AND CONFERNECE RM SQ FT rtF, I V LLA .1A - : U i - . ,, r : 1 . I 432.0 S - AL � ` 35.00 FIRST CLASS ELECTRIC INC PLUMBING FEE 35.00 FIRE PLAN REVIEW FEES 101.04 COLBY JAYNES PLUMBING INC FIRE INSPECTION FEES 30.00 Th i ''''' ' - c ` al:°—‘ `"''' ''''''"' ' _ — " '. k = ' k.. .., N a te , _ ,..,, .m.. � .. =. ; a�, T �` $ , '_ I � • I \ 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 before recording your notice of commencement." r'' C RACTOR SIGNATURE PERMIT OFFI tr PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813 - 780 -0020 City of Ze h rhills Permit Application 1 Fax -813- 780 -0021 Y P Y Pp I U l Building Department g f d Date Received ' 331> /�/ �4 7 r Phone Contact for Permitting �'i Z 1 1 1 1 1 1 1 1 // 1 1 1 1 1 Owner's Name Y((" � ' axis. , 1 LL C Owner Phone Number a_ Owner's Address '� a 80 433 Owner Phone Number Fee Simple Titleholder Name g/.`} - 7' / /45 Owner Phone Number ! t/ 1 f Fee Simple Titleholder Address p� 041-04 JOB ADDRESS (c2/2 �',�" Y %�(A Dc O s- /of LOT # SUBDIVISION S ! /f■C/ ` VJf ( ieit. PARCEL ID# 0-.3 — (- o9Qo " X,iQ (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR u ADD /ALT SIGN n I DEMOLISH INSTALL n REP IR PROPOSED USE I SFR 14 COM I I OTHER 16 I TYPE OF CONSTRUCTION n BLOCK ri FRAME STEEL I I I l DESCRIPTION OF WORK 814 ` d 7J- er 07Kce (ids Ce eart BUILDING SIZE SQ FOOTAGE ,(J7PJ HEIGHT / "I6 — (BUILDING $ 3 VALUATION OF TOTAL CONSTRUCTION IIELECTRICAL $ AMP SERVICE /S6 PROGRESS ENERGY 1T W.R.E.C. I (PLUMBING $ U Mc- 4 Ffi' I (MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 40/10 T I] ROOFING n SPECIALTY ( I OTHER 03Ce' FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I IYES NO -1-14-1-1-1-1-14-1-44-1-44-11111111 1 1 1 1 1 1 11 i1111111J1111111111111 11 11 11 " 11 BUILDER COMPANY I• C, 1 41/ 4j// ref /...--(r.. SIGNATURE .00 REGISTERED 1 Y/ N -I F CURREN Y/ N - �' ePe / 2 �2G7a - Address �z�n v i Li cense # 4/ /o AIIM ELECTRICIAN WM% ` , COMPANY ( �5t - l�S (t, /eclr1 h'' � 3 / SIGNATURE / bi REGISTERED I Y / N I FEE CURREN I Y / N Address J / / V d License # EC "- i 57O PLUMBER / '0 COMPANY Cp 16 114 ' /4 PS q‘,. 2'7 L 5 • SIGNATURE �� �' ��1 REGISTERED I Y / N 'FEE CURREI ' P Y / N la Address f ' ` ' I' r License # 6F6 I y,2 6 3/3 MECHANICAL •, OMPA SIGNATURE REGISTERED 1 Y / N I FEE CURREN I Y/ N I Address License # OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N I Address License # 11111111111111111111111111111111111111 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt 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 constriction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence instauea, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ** *PROPERTY SURVEY required for all 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 $7500) Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey /Footage) Driveways -Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. 1 certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection - Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District - WeIIs, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency - Asbestos abatement. - Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, 1 certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If 1 am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. 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 BEFORE RECORDING YOUR NOTICE OF COMMENC ' NT. FLORIDA JURAT (F.S. 117,03) ,. - OWNER OR AGENT L-, � Z cONTRAc = / S bs • • = d a ,• oth t • (or 1firm • before - thi / S scrib • and swom t • • r affirmed) re m - this /7 day 07 t/ . 0 /A • ' • Vt. J/ 5 / e by ii i�t Wh • is /a t - . n • • me or has/have produced VW. are pers. . known • me or has/have produced as identification. as identification. k)igitari. b,/1 Notary Public /60r n1. WQ A / Notary Public Commission No. Commission No. 'tip'•• y DANA M. WARD * I . 1 , :�- Commission 0 ' # DD ; Name of Nob q ' , 31rimisronr>!fe0 887681 Name of N otary typed � 4 - - Expires July 14 2013 : , Troy Fain arme 800 967019 -- '4;;;A: Bonded Thru Troy fain I aco%o. e5 .7019 Pasco County Parcel: 03- 26 -21- 0200 - 00000 -0000 001 Page 1 of 1 • Data Current as Of: Weekly Archive - Saturday, September 18, 2010 Parcel ID 03 26 - 21- 0200 - 00000 -0000 (Card: 001 of 003) Classification 19 - Professional Service Building Mailing Address Property Value ASHINGTON MANAGEMENT LLC Ag Land $0 PO BOX 48155 TAMPA FL 33646 -0144 Land $64,044 Physical Address - See All 9 addresses (First Building $649,236 Shown) Extra Features $19,714 6215 ABBOTT STATION DR Market Value $732,994 ZEPHYRHILLS FL 33542 Assessed (Non - School Amendment Legal Description (First 4 Lines) 1) $732,994 See Plat for this Subdivision 1- Taxable Value $732,994 SILVER OAKS VILLAGE -PHASE ONE PB 35 PGS 63 -67 TRACT C OR 6736 PG 219 Land Detail (Card: 001 of 003) Line Use Description Zoning Units Type Price Condition Value 1 1900 PROF.BLDG OPUD 11,000.00 1 SF 1 $3.60 1.00 $39,600 2 1900 PROF.BLDG OPUD 18,803.00 1 a I $1.30 1.00 $24,444 Additional Land Information Acres 0.68 Tax Area 3OZH FEMA Code X Commerical Code MSOV8AA 11.11 I • u - .1 • 1 ' • - • 1 . • u-• . • Is • 1 1 Year Built 2006 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 VCT Flooring 2 None Fuel Electric Heat Forced Air - Ducted A/C Central Baths 4.0 Line Description Sq. Feet Repl. Cost New $3 1 BAS 3,464 _ —. $308,642 Extra Features (Card: 001 of 003) I Line II Description II Year II Units U Value I 1 PAV ASP 2006 7,560 1 $5,103 2 PAV CON 2006 I 4,800 I $6,000 3 SWC 2006 I 640 I $1,120 4 TIL PTO 2006 1 2,672 I $6,092 — _ Sales History — Previous Owner CEVALLOS JUAN & CHRISTINE Year Month Book /Page Type Amount _ 2005 10 6736 / 0219 WD $0 I 2001 11 07 II 4672 / 0211 11 WD 11 $60,000 I 1974 II 01 II 0780 / 0415 II WD H $0 I I http: // appraiser. pascogov. com / search /parcel.aspx ?sec= 03 &twn= 26 &rng =21 &sbb= 0200 &b... 9/21/2010 Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills. 11 33542 Fire Marshal Bus (813) 780 -0041 Kerry Barnett Fax (81 3) 780 -0044 l mail: kbarnett (tr)fire.rephyrhills.fl.us Plan Review #: 10- 106 Project: Interior Remodel Number of Pages: 5 plus firewall listing, plot plan, finish & door schedule September 17, 2010 I have received and reviewed the plans for the interior remodel located at 6215 Abbott Station Dr ( #104/105) and will allow the plans to move forward. By paying for permit, contractor acknowledges to comply with the comments below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. A 60 minute rated fire door shall be installed where the rated wall is opened up. After discussing with builder it is decided to swing that door in and install mag locks connected to the fire alarm to allow the door to shut upon alarm activation. Door specs shall be submitted to this office prior to installation. 2. The rated wall being installed to the west, builder shall submit engineered drawings of how that 1 hour rated wall will be constructed. Drawings shall be submitted to this office prior to its construction for approval. 3. The fire alarm contractor shall submit plans, cut sheets and scope of work on the changes being made to the fire alarm system to obtain a permit to perform this work. System shall be addressable with a new zone map. 4. On the south end by the exit there is some equipment on the wall. Maintain 4 feet of space in front of that equipment to provide for adequate egress space. 5. Ensure there are certified fire extinguishers within 75' of travel. There shall be at least one in the new interior space. 6. Install lightweight truss signs in accordance with FAC 69A- 60.008. Sign shall be an "R" sign mounted at each main door (left side) at a height between 4 — 6 feet. 7. Exit light in west office not required. Cannot exit through an office. 8. On South exit where break /conference room is, ensure there is only a single motion on the door to get out such as a hotel style latch. 9. Add emergency light in handicap restroom. 10. Any penetrations to the firewall by the A/C shall have rated fire dampers. Any other penetrations for electrical, alarm, telephone, etc... shall be a listed method to maintain the rating. The method shall be submitted to this office. 11. If A/C is over 2000 cfm's a duct detector shall be installed and tied into the fire alarm system. ZEP YRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Keith Williams Bus (813)780-0041 Fax (813)780 -0044 FIRE SERVICE USER FEES Occupancy No.: . Plan No.: / JL7 Contractor: V) /� 4 i/ -/c;3 Business Name: Billing Address: 37,‘K t"e 0 1 ,E Business Address: A '�� r p £)f .2,e-fi. rk :W5 FL 3XS Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES _ PERMIT FEE _ FALSE ALARM FEE Site Pla N/ Annual N/C _Sprinkler $50 _ 1st Alarm N/C !L7 R. ulti- Family /Commercial .06 sf 1 — 1st Re- inspection N/C ` Standpipes $50 2nd Alarm N/C (Minimum Charge $25. , _ 2nd Re- inspection $100 — Fire Pump $50 ^ 3rd Alarm N/C 0 Plan Revisions DBL — 3rd Re- inspection $250 — Hoods $50 _ oo 4th Alarm $100 T 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- per tank $50 STANDPIPE SYSTEM Hydro Undergrounds $45 _ Sparklers $100 11 Per Riser $50 ~ Hydrostatic Test $65 _ per system _ Fire Works $500 FIRE PUMP _ Acceptance Test $45 per system Camp Fire $25 0 Per Pump $100 _ Hydrant Flow $75 _ Controlled Burn $100 _ FIRE ALARM SYSTEM _ Hood /Duct $50 — 0 - 25 Devices $50 _ FIRE ALARM SYSTEM — Place of Assembly $50 Annual _ 26 plus Devices $100 — System Acceptance $50 _ Fire Protection $25 SUPPRESSION SYSTEMS _ Recall Acceptance $50 Flammable Application $50 Annual — Wet $50 OTHER 2 Waste Tire Storage $50 Annual — Dry $50 ire Wall /Smoke Wall $1e per wan _ Generator < KW $100 CO2 $50 LP Gas $25 per tank _ Generator >30 KW 150 — Other $50 Natural Gas $25 per system Bio- Hazard Waste $100 Annual KITCHEN EXHAUST — — Fumigation Tenting $50 0 Hood /Ducts $50 Tent 10'x10' or greater $15 — per tent _Torch Pot/Applied $50 OTHER Fire Pump $45 _ Haz. Materials $100 Annual _ LP Installation per tank $50 _ Fire Suppression $30 Fuel Tank Installation $50 _ System Acceptance (Per Tank) $50 _ Exhaust Hood /Duct $30 El Natural Gas Installation $50 _ Re- inspection DBL (Per System) (other than annual) E Spray Booth $50 0 Inspection scheduled DBL — and cancelled less than _ 24 hours _ Construction Insp. N/C Emergency Vehicle Aci $50 FALSE ALARM PLANS TOTAL / INSPECTION TOTAL PERMIT TOTAL — 1 TOTAL GRAND TOTAL 1 i3, Dy 1 Comments: Date: Y/7/g Inswctor: )6/9' fire'F /II At f -°� � Via: r 1 "°-x' 1 r= . City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: V( ((dj S . 0 to wer Date Received: vv, 3(--f0 Site: f 2 4 / 5 4 7``f S 4i—r tne'71- /0 5 /OS Permit Type: &mode I /' `i • F A7lt 4, a Approved w /no comments: Approved w /the below comments: Denied w /the below comments: ❑ t (ul Coal- k C fil ( to ve ‘r. This comment sheet shall be ke • with the permit and/or plans. r7 Kalvin S Pl. • • -;�,4. iner Date Contractor and/or Homeowner (Required when comments are present) penetr= Firestop Systems Page 1 of 3 10150 • NS DIREc,TORY XHEZ.W-L-3315 1 Firestop Systems (stem/Construction/Assembly Usage Disclaimer lould be consulted in all cases as to the particular requirements covering the installation and use of UL uipment, system, devices, and materials. lould be consulted before construction. - - • - - -, roducts are developed by the design submitter and have been investigated by UL for compliance with iblished information cannot always address every construction nuance encountered in the field. • , •_.•_•ommended the first contact for assistance be the technic& service staff provided by the product • r gn. Users of fire resistance assemblies are advised to consult the general Guide Information for each • . p of assemblies. The Guide Information includes specifics concerning alternate materials and alternate .• , . _ •'iark are considered as Classified, Listed, or Recognized. Through-penetration Firestop Systems :netration Firestop Systems System No. W-L-3315 F'LAN(S) NAVE BEEN REV ILWELs March 21, 2008 'BY ZEPHYRHLLUS MARS AL'S OFFICE Date: /7 i9 F Ratings — 1 and 2 Hr (See Item ltk • . T Rating — 1/2 Hr •*. - - _ 7.73 AK • 38 1B • GEC • in/XYV/template/LISEXTRFRAME/showpage.html?narne=X... 9/29/2010 • -- penetration FH:Hstoo Systems Page 2 of 3 • ne 1 or 2 hr fire -rated gypsum board /stud wall assembly shall be constructed of the materials and in the individual U303 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory :owing construction features: — Wall framing may consist of either wood studs or steel channel studs. Wood studs to of nom 2 by 4 in. (52 by 102 mm) lumber spaced 16 in.(406 mm) OC. Steel studs to be min ,. (89 mm) wide and spaced max 24 in.(610) OC. sum Board* — One or two layers of nom 5/8 in. (16 mm) thick gypsum board as specified ndividual Wall and Partition Design. Max diam of opening is 4 in.(102 mm). urly F Rating of the firestop system is equal to the hourly fire rating of the wall sly. -• - cross- sectional area of cables to be min 25 percent to max 64 percent of the aggregate cross- , , ening. Cables to be tightly bundled and rigidly supported on both sides of wall assembly. The the cables and the periphery of opening shall be min 0 in. (point contact) to max 2 in. Any g types and sizes of copper conductor cables may be used: . -. 2/C with ground, No. 12 AWG MC (BX) cable with polyvinyl chloride (PVC) insulation on :tors inside a steel armored jacket. 3/C with ground, No. 12 AWG (or smaller) nonmetallic sheathed (Romex) cable with copper . PVC insulation and jacket. 3/C with ground, No. 10 AWG (or smaller) nonmetallic sheathed (Romex) cable with copper - ors, PVC insulation and jacket. 25 pair, No. 20 AWG (or smaller) copper conductor telephone cable with XLPE /PVC on, with or without PVC jacket. P.G59 /U (or smaller) television coaxial cable with fluorinated ethylene insulation and ng. 4 pair, No. 24 AWG (or smaller) copper conductor data cable with Hylar insulation and 2 /C, No. 22 AWG (or smaller) copper conductor alarm cable with PVC insulation. 1 /C, No. 14 AWG (or smaller) Type MTW or THHN or THWN or gas & oil res II 600V (UL) or 'WA' -1 power cable. 1/C, No. 10 AWG (or smaller) Type THHN or THWN gasoline & oil resistant II 600V VW -1 ._ . - x,54 (UL) power cable. 4 /C, No. 18 AWG Type CL -2 Barostat II Sun res (UL) Listed thermostat cable. 3 /C, No. 4/0 with ground, AWG aluminum Triple E Alloy AA8176 Type SE cable Style U Type -2 CDRS E32071 (UL) service entrance cable. 3. "I .a, c _ s: — The firestop system shall consist of the following: . :- :king Material — (Optional, Not Shown) — For 2 hr wall assemblies, foam backer rod packed into opening as a permanent form. Packing material to be recessed from both :n=s of wall as required to accommodate the required thickness of fill material. Void or Cavity Material* - Caulk — Min 5/8 in.(16 mm) thickness of fill material applied .:he annulus, flush with both surfaces of wall. At point contact location, 1/2 in. (13 mm) diam caulk applied at interface of cables and periphery of opening on both surfaces of wall. ?ETRIC L L C — Boss 814 Sealant Hark rint this page Notice of Disclaimer Page Top = i n/XYV /temp1ate/LISEXT /1 FRAME /showpage.html ?name =X... 9/29/2010 0 a 4_ L 0 8 00 d V O O 0!A N d 00 Z io N +,, U 3 0 3 M • 3 ' b M E N O) 0) ; o It .-. 0) w C c MM 5 N In Q ° :i L d PI ' d x d Cu A 1111•14 E i N d 1— Q NPI N, ma ~�! �rr v x cl, i s f it -Jll w Ill j l l n > ' J 1 ;:x. . c ON . 12 1 3 4 lik iqSiltilrlyi 0 = ..Y- re) Fgg > M N W E 73 Al 0 d 2 a o, ,- �' a l' X N S s ;Vu V1 3 S aQ A I-. o. g to 4. • i Cu c+ oao CO O d % 1111 \s \ (Q U \ .a ezt O x 1 \ . .1.., 4 - 01 7:3 p .0.3, O c 0 a V, °O .C:: l (0 T s a S.. O osc; 0 fA d + fl ' il U- on Pi tn 2 'al r i,,,, 7 4 N O in L) L d O) V Y �s �.� i • a a L LOW id _ W Q \ 75 O L F 3 0 0 N i . 7 ' �" \l F. N • > ° G3 /� � w i W � UI t o 73 S U s a 3 0 i . la- WI': tk X to N 1- it"--------..., \ & \ _ c .a LO 1:, En $ Lia rr DI d O C M 6w Z , \ 4 Q i 0 C 0. °n pq N . 2 x V pq fi pU C 1R °. o 1p n I— 00 NI 1. Wood Studs — Nom 2 by 4 in., spaced 24 in. OC effectively firestopped. 2. Gypsum Board* — 5/8 in. thick, 4 ft wide, applied either horizontally or vertically, nailed to studs and bearing plates with 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam heads spaced 7 in. OC. Finish Rating 27 Min. When used in widths other than 48 in., gypsum board to be installed horizontally. AMERICAN GYPSUM CO — Types AGX -1, AG -C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX -1 CERTAINTEED GYPSUM INC — Types EGRG, GlasRoc, or ProRoc Type C CERTAINTEED GYPSUM CANADA INC — ProRoc Type C GEORGIA - PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP, DD, DA, DAPC , DGG, DS, GPFS6 LAFARGE NORTH AMERICA INC — Types LGFC6, LGFC-C, LGFC6A, LGFC2, LGFC2A, LGFC -C /A, LGCF -WD. NATIONAL GYPSUM CO — Types FSK -C, FSW, FSW -3, FSW -5, FSW -C, FSW -G, FSMR -C, FSW -6 (finish rating 20 min) PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C, PG -9, PG -11 or PG -C PANEL REY S A — Type PRX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX -1. TEMPLE - INLAND — Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG -C Wall and Partition Facings and Accessories* —Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1 -5/8 in. long Type S screws spaced 12 in. OC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. 3. Joints and Nailheads — Wallboard joints covered with paper tape and joint compound. Nailheads covered with joint compound. Gypsum plaster not more than 1/8 in. thick may be applied over the wallboard in addition to the specified joint treatment. _ , - Ratings - ANSI /UL 263 Page 1 of 5 • )14 4F Fr,TIFii:LTlnNS DIRECTORY BXUV.U309 Fire Resistance Ratings - ANSI /UL 263 Pane 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. E 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 altemate 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. U309 3013MITfEt,S PLAN(S , -AVE BEEN ItiVIEWElio August 19, 2010 Y ZEPHYRHIL 6"1' , RSHA 'S OFFICE / earing Wall Rating — 1 HR. tlCV ,, -- PIutS% Rating — See Items 2, 2A and 2B • Load Restricted for Canadian Applications — See Guide BXUV7 - � - 24 # 0.C. 24 "0.C. 1 - W fikv x' Firestopped Please be advised th3Yeview of plans submitted ' - cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended REVIEW DATE_ l J to be a final approval of the submitted plans. It is the CITY OF ZEPHYRHILLS contractor's sole responsibility to ensure that the plans are in PLANS EXAMINER IC ) complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non ccmptiiance, 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. http: / /database.al.e m /egi- bin/XYV /template /LISEXT /1FRAME /showpage.html ?name =B... 8/31 /2010 B ei bet !ANN 'S ` t vv v gi i�� j%9? - _ ace Ratings - ANSI/UL 263 Page 2 of 5 • • r . 1. Wood Studs — Nom 2 by 4 in., spaced 24 in. OC effectively firestopped. 2. Gypsum Board* — 5/8 in. thick, 4 ft wide, applied either horizontally or vertically, nailed to studs and bearing plates uk'ith 6d cement ccated nails 1 -7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam heads spaced 7 in. OC. Finish Rating 27 Mir. When used in widths other than 48 in., gypsum board to be installed horizontally. When Stec! Framidig Members* (Item 5) are used, wallboard attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. V,'nen Item €, resilient channels are used, 5/8 in. thick, 4 ft wide applied vertically. Screw attached furring channels with 1 in. long, self d-!llinc, self- tapping Type S or S -12 steel screws spaced 8 in. OC, vertical joints located midway between studs. AMERICAN GYPSUM CO — Types AGX - AG - BEIJING NE=JV BUILDING MATERIALS PUBLIC LTD CO — Type DEX - 1 CERTAINTEED GYPSUM INC — Types EGRG, GlasRoc, or ProRoc Type C CERTAINTEED GYPSUM CANADA INC — ProRoc Type C GEORGIA - PACIFIC GYPSUM L LC — Types 5, 6, 9, C, DAP, DD, DA, DAPC , DGG, DS, GPFS6 LAFARGE NORTH AMERICA INC — Types LGFC6, LGFC - C, LGFC6A, LGFC2, LGFC2A, LGFC - C /A, LGCF - WD. NATIONAL GYPSUM CO — Types FSK - C, FSW, FSW - 3, FSW - 5, FSW - C, FSW - G, FSMR - C, FSW - 6 (finish rating 20 min) PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C, PG - 9, PG - 11 or PG -C PANEL REY S A — Type PRX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX - TEMPLE - INLAND — Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG- C http: / /database.ul.co_n /chi- bin/XYV /template /LISEXT /1 FRAME /showpage.html ?name =B... 8/31/2010 - stance Ratings - ANSI/UL 263 Page 3 of 5 • cition Facings and Accessories* — (As an alternate to Item 2, not shown) - Nominal 5/8 in. thick, 4 ft pa-leis, a- .,tied vertically to studs and bearing plates on one side of the assembly with 1 -5/8 in. long Type S screws spaces 1"' C at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be ',ackea by st. :a. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of •oi c, mpound. Batts and Blankets placed in stud cavity as described in Item 4E. Not evaluated for use with Steel Framing ivies goers, Furring Channels or Fiber, Sprayed. SERIOUS MATERIALS INC — Type QuietRock QR -530 (finish rating 23 min). 25. Gypsu..t1 Beard* — (As an alternate to Item 2) — 5/8 in. thick gypsum panels, with square edges, applied either horizontal ' Dr Vertically. Gypsum panels fastened to framing with 1 -1/4 in. long Type W coarse thread gypsum panel steel screws space:! a n 8 in. OC, with last two screws 1 and 4 in. from edge of board or nailed to studs and bearing plates with 6c cement .Dated nails 1 -7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam heads spaced 7 in. OC. When used in widths o` c.he .`;an 48 in., gypsum boards are to be installed horizontally. TEMPLE- Ift'LA.ND — GreenGlass Type X (finish rating 23 min). 2C. Gypsum Board* — (As an alternate to Item 2) - 5/8 in. thick, 4 ft. wide, paper surfaced applied vertically only and secured as described in Item 2. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board TEMPLE - INLAND — Type X Comfort Guard Sound Deadening Gypsum Board (finish rating 27 min). 2D. and ,Partition Facings and Accessories* — (As an alternate to Items 2 through 2C) — Nominal 5/8 in. thick, 4 _ s, applied vertically and secured as described in Item 2. SER_OJS (MATERIALS INC — Types QuietRock ES, QuietRock 527. 2E. Gypsum Berard* — (As an alternate to Item 2) - 5/8 in. thick, 4 ft. wide, paper surfaced applied vertically only and secured as described in Item 2. CERTAINTEED GYPSUM CANADA INC — Type SilentFX CERTAINTEED GYPSUM INC — Type SilentFX 3. Joint's and f:ailheads — Wallboard joints covered with paper tape and joint compound. Nal[heads covered with joint compound. Gypsum plaster not more than 1/8 in. thick may be applied over the wallboard in addition to the specified joint treatment. 4. Batts arid E•lankets* — (Not Shown) — Optional glass fiber insulation. CERTAINTEED CORP JOHNS MANVILLE INTERNATIONAL INC OWENS CORNING 4A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) — 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. Nonvnal dry density of 3.0 Ib /ft 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 Ib /ft U S REENFL:3ER L L C — Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 46. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) and Item 4A - Spray applied cellulose insulation mater al. -he 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 http: / /database.1T1.ca :r::. cgi bin/XYV/ template /LISEXT /1FRAME /showpage.html ?name =B... 8/31 /2010 - 1 _ _ _nee Ratings - ANSI/UL 263 Page 4 of 5 C. Fans c i�r..ets — Required for use with resilient channels, Item 6, 3 in. thick mineral wool batts, placed to fill interior of wail, :,:cached to the 4 in. face of the studs with staples placed 24 in. OC. THERI'tAFI &EP INC — Type SAFB 4D. Glass Fiber Insulation — (As an alternate to Item 4C) — 3 in. thick glass fiber batts bearing the UL Classification Marking as to :urface Burning and /or Fire Resistance, placed to fill the interior of the wall, attached to the 4 in. face of the studs with sta, s placed 24 in. OC. See Batts and Blankets (BKNV or BZJZ) Catagories for names of Classified companies. 4E. 6stts and blankets* — (Required for use with Wall and Partition Facings and Accessories, Item 2A) — Glass fiber insulation, nom 3 -1/2 in. thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction - fi ted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. 43. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimun Iry density shall be 4.30 lbs/ft INTERNATIONAL CELLULOSE CORP — Celbar - RL 5 Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2 -3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular tc studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may oe overlapped 6 in. and secured together with two self- tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Wallboard attached to furring channels as described n :gem 2. b. Steel Framing Members* — used to attach furring channels (Item a) to studs (Item 1) . Clips spaced 48 in. OC., and secured to studs with No. 8 x 2 -1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Type RSIC - 6. Furring Channel — Optional - Not Shown - For use on one side of the wall - Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1 -1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 4C or 4D is required. 5A. Steel Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 6) to one side of studs only. Clips attached at each intersection of the resilient channel and the wood studs (Item 1). Resilient channels are friction fitted into clips, and then clips are secured to the wood stud with min. 1 -3/4 in. long diamond shaped point, double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC — Type RC Assurance. 7. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR -510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is /are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) o UL Classified Gypsum Board. SERIOUS MATERIALS INC — Type QuietRock QR -510. 8. Cementitious Backer Units* — (Optional Item Not Shown - For Use On Face Of 1 Hr With All Standard Items Required) - 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. l <ATIONAL GYPSUM CO — Type PermaBase 9. Non- Bearing Wall Partition Intersection — (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 http: / /database.ui . co _n% c ai- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =B... 8/31/2010 Ice Ratings - ANSI/UL 263 Page 5 of 5 S�ii _ ,.. •'. 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush :7 y = .. =suds. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened 3 in. ionic _3c; mils spaced a max. 16 in. OC. vertically. Maximum one non - bearing wall partition intersection per stud 'ity wring wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. 'SSearirij :he CAL `lassi;iratio-, Mark Last Updated or: 2010-0S-19 Ouest ons: Print this page Notice of Disclaimer Page Top Copyright © 2010 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 2010 Underwriters Laboratories inc. ®" A http: / /database. ul. coal /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =B... 8/31 /2010 r ^ . _ - _ :- penetration Firestop Systems W=age _ o:- :- )oL;I,'F .: - UF;_,L 1 FIS DIRECTORY XHEZ.W -L -1084 Through - penetration Firestop Systems Pace Bottom D esig n,` System /Construction /Assembly Usage Disclaimer C. Authorities Having Jurisdicton 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. c L.uthorities Ha vino Jurisdiction should be consulted before construction. b 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. a Vi'hen 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. s Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Through- penetration Firestop Systems See General inf or Tiro :Jon aenetration Firestop Systems System No. W -L -1084 July 29, 1995 F Rating — 1 Hr T Rating — 0 Hr y I 1 ,A.3,./' , F.� i " 2 • _ .. . w . r r ,....... : ... 6 ..„„:„..„.„.... ......„.:.,„ ...,::.:::::.„,,,,,„::,„..,..„ „.....,, .. .: i., , .. . ......._........".... ; ,... , z__,, . ,, SECTION A -A 1. Wall Assemb:t' — The fire rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: http: / /database.twcor,,Jc LIi- bin/XYV/ template /LISEXT /1FRAME /showpage.html ?name =X... 8/31 /2010 _ _ :7.W - 1- penetration Firestop Systems ? age 2 0 Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to cunsIsr of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3 -5/8 in. wide and spaced mar: 24 in. OC. E. Gypsum Board* — Nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Diam of opening is 1 -1/2 in. larger than the outside diam of pipe. 2. Through - Penetrant — One metallic pipe, conduit or tubing to be centered within the firestop on both sides An annula wall r space of 3/4 in. is required within the firestop system. Pipe, conduit or tubing to be rigidly supported assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. 5. Conduit — Nom 6 in. diam (or smaller) electrical metallic tubing or steel conduit. C. Copper Tubing — Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. D. Copper Pipe — Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. thickness of fill material applied within annulus, flush with both surfaces of wall assembly. 3M COMPANY — FB -2000+ "Bearing the UL Classification Mark Last Updated on 1995 -07-29 O'Je5t10n5? Print this page Notice of Disclaimer Paoe To Copyright n 2010 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 st data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission nonce in the carters fbomtores Inc." c. mu© appear adjacent to the extracted material. 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