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Home My WebLink About11-11789 , CITY OF ZEPHYRHILLS / • 5335 - 8TH STREET (si3)�so-oozo 11789 BUILDING PERMIT Permit Number: 11789 Address: 5526 5528 GALL BLVD 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-05700-0250 Improv. Cost: 9,750.00 Date Issued: 4/19/2011 Name: WDC C/O NYE COMM MGMT INC Total Fees: 182.50 Address: 34619 SR 54 W Amount Paid: 182.50 ZEPHYRHILLS, FL. 33541 Date Paid: 4/19/2011 Phone: (813)973-0214 Work Desc: BUILD FIRE WALL SEPARATION 3 UNIT 5526/5528/5530- DEMO PRMT#11766 1 7.5 . FIRE INSPECTION FEES 30.00 � � �c� � � v �I , �' �� _ � , � i I 7�6 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. REINSPEC7ION 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) wndemned work resulting from fauity 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 � 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 fnancing, consult with your lender or an attorney before recording your notice of commencement." T CTOR NATURE PERMIT OFFI R I EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION ALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER a�3aso-oo2o City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received �' � � �� Phone Contact tor Permitting �� __ 08� Owner's Name ( V �. COI�(l'l��Q�.Q ��M�' ' N,�,. Owner Phone Number �3 -�3 � �2� y- Owner's Address (�1� SRS�} Z�pN ��.,L., Owner Phone Number � Fee Simple Titleholder Name �� S ��( ,�pQ.Q, Owner Phone Number � � Fee Simple Titleholder Address JOB ADDRESS �Z(p i��,SZ� �`�j�,JD, ��pµ ��S � ��Z LO7 # U SUBDIVISION PARCEL ID# � I'� - �O -OS7� - QZ.t"yQ (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT Q SIGN O MOVE � DEMOLISH INSTALL REPAIR PROPOSED USE � SFR � COMM � OTHER TYPE OF CON3TRUCTION O BLOCK � FRAME O STEEL � OTHER -� DESCRIPTION OF WORK �� (��..t�Q��i-�•"�,��,� �� u�� uN�T BUILDIN(i 31ZE � SQ FOOTAGE �O� HEIGHT �O � � BUILDING $ �' �� ` � O VALUATION OF TOTAL CONSTRUCTION � ELECTRICAL $ � � AMP SERVICE (� PROGRESS ENERGY a V�I.R.E.0 � � �,��, 0 PLUMBING $ N � l _ � ��j �� '' � (.O '��/�� MECHANICAL $ / VALUATION OF MECHANICAL INSTALLATION �-"-�� NA �� Q GAS � ROOFING � SPECIALTY OTHER � 0 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES QNO �.X�S� -� BUILDER ��0' , COMPANY M,PrhI �ST'R�,TtOI� 0� �LQ'�� SICiNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address �P��Tj �jQ ` 'rj�} �S� License# �GC �5�,1"'�Z ELECTRICIAN * 4 � COMPANY NA SIGNATURE ' `� REGISTERED Y/ N FEE CURRENT Y/ N Address License # � PLUMBER N� COMPANY KA � SI(3NATURE REGISTERED Y/ N FEE CURRENT Y/ N Address License # �- MECHANICAL N A COMPANY NA SIONATURE REGISTERED Y/ N FEE CURRENT Y/ N Address License # � OTHER �� COMPANY N� 310NATURE REGISTERED Y/ N FEE CURRENT Y/ N Address � License # 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 8 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Satety Page; (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 8 1 dumpster. 5ite 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. Direct�ons 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 Attomey (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 (PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways .needs ROW NOTICE OF DEED RESTRICTIONS� Tl��e undersigned understands that this permit may be subject to "deed" restrictions" which may be more resVictive than County regulations. The undersigned assumes responsibility far 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 po►tions 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 constn�ction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or instatlation 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, WateNWastewater Treatment. - Southwest Florida Water Management District-Wells, 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, I 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 far 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 I 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 authonzed 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 PROPERN. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEN ER OR AN ATfORNEY BEFORE RECORDING YOU COMMENCEMENT. FLORIDA JURAT (F.S 1 7 OWNER OR A ..--= CONT �� Subs d sw m t med) befo rpg this S�sc ibed a orn to (o ffirmed) f e me this /� �9' �- � • �c 7 l 2otlby Q.0 n L. K Who is/ar p ersonally k to me or ha ave pr duced Who is/are p ersonallv kno wn to me or has/have produced as identification. as identification. ___l�� ( '_� � Notary Public �� `" � ( �^ Notary Public Com �ss' n o Commission No. �„�,��,,, ANNA MARIE LYN H- ANNA MARIE IYNCH-TE `�� PUB <�� Ote PubliC - StetB Of FIO�ide ` �i�qV PV �� Name f # i�i Apr4, lic - State ot Florida �dAta�i' art£�tRN9tl Name of Notary typed, pr' t! r �� mission Expires Apr 4, 2012 ;N, ' Commission N DD 740169 '�` � Commission if DD 740169 �''':F a r�d;••` Batded Thtough National Natary Assn. :;? '��,��• '%�;,oF��;;:� gqbedThrouQhNatanalNotaryAssn. �,, m.,...r. ,.... .... . .. � � � ' / • �d �i C'' , � 1; S � R I . � ��'� � �� ,� ��,� ;,, � �,.� � @ (�� City of Zephyrhills � �i� -� l�a BUILDING PLAN REVIEW COMMENTS � � . - ��. � �Contrac /Homeowner: _ �- � �i� ----- � Date Received: ��' � �/ Site: 3 � � �` � � � J�� > Permit Type: �,�yt� �� ' S` . �-t�� `r _ �c,�,L+ld� `� �-�. _� .�<.% :5�-�-Cl/l�L� Approved w/no comments: A roved w/t14� below comments: ❑ Denied w/the below comm PP ents: ❑ This comment sheet shall be kept with the permit and/or plans. �'�-� Kal S' — Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) Residential Optional Calculation sn�,ss� KFP Homes a ,�.,� Version 2010 H STEP 1 Article 220.82 (B) (1),�2) ��`�-� � L. ��L. C,(� � C._` Company Name sq. R � 2000 General Lighting load 6,000 VA '>.��,r I Address 2 Small Appliance 3,000 VA C � 2 �� ` �� I„ ' �'" l `� City, State, Zip Code 1 Laundry circuit 1,500 VA u� �j •�� • 3 g Z� Telephone 8 Fax Gen.Lgt, Sm App.B Laun. Load 10,500 VA � ` � O � t � �^ 3reono�i � aa � STEP 2 Article 220.82 (C) � Generol lighting, Sm. Appl. & Laundry 10,500 VA A!C Condenser 8 Fixed Electric Space Heating QN Total 2 3 ton � 4,275 VA AHU 1 skw � 8,800 VA z � Heating Load 12,000 VA NC n2 � VA AHU 2 Select � VA QN__ � CU Load 10,150 VA A/C #3 � VA AHU 3�rt � VA �' � A/C #4 � VA AHU 4 Selecc � VA Q�Y � ElecVic Space Heat � 6696 <4, 40X >3, vs. A!C � 100% 12,000 VA n/C #5 � VA AHU 5 select � VA Qry_ �� STEP 3 Article 220.82 (B) (3) Appliance Demand Load 8,020 VA 4,50o vn � 1 Water Heater 4,500 VA i,400 vn � 1 Refigerator 1,400 VA Dryer Demand Load 5,000 VA 6pp vA • Freezer VA 1,03o vn � 1 Dishwasher 1,030 VA Range Demand Load 5,000 VA 690 vn � 1 Disposal 690 VA qoo va • 1 Range Hood 400 VA Service Demand 28,758 VA i,zoo vn � Microwave VA � i,aao va � Central Vac VA Demand Load 120 A i�o vn � Mini Refrig VA ❑ ao0 va � Compactor VA Neutral Demand 72 A ❑ 6,670 va � Insta Hot VA i,soo vn • Ironing Center VA Min.Service Req. 125 A w selecc • Jacuui Tub VA '� ❑ se�ecc . Sprinkler Pump VA Min. Feeder size 110 ❑ se�ecc • Weu Pump vA Min. NeuVal size 3 � se�ect • Fountain Pump VA Eq. Grding Cond. 4 � . Elevator VA � Aluminium Pool Equip. Panel VA Apply Demand ❑ Other load VA No Demand � Other load VA No Demand Total Appliance Load 8,020 VA STEP 4 ArGcle 220.82 (B) (3) Eledric Clothes Dryers 5,000 VA STEP 5 Article 220.82 (B) (3) Electric Ranges 8,000 W Col C demand B000 or Number of appliances Cooktop Col B demand �� Cooktop Col B demand 38246 3RD Ave, Zephyrhills, FL Oven(s) Col B demand Oven(s) Col B demand Number of appliances 0 �em. Faccor Cooktop & Oven Demand Load imol idsc�comcast.net »»»»»»»»»»»»»»»»»»»»»>«««««««««««««««<c««««««««< Pool Panel Feeder Calculation �see rwte� A B N Continuous Non-continuous Continuous Motors 0 . 0 0 0 Motors Motors Non-continuous 0 0 0 0 se�cc �❑ zaov se�ect • ❑ zaov Spa heater 11 kVA p p seiect �❑ 2aov selecc � ❑ znov Pool heater 3.5 ton 0 0 �selecc �❑ zaov sek�.t _� ❑ 2aov Pool heater 5 ton p p `seiec� •❑ zaov �se�ecc _• ❑ 2aov Pool Light sek�cc _� 0 0 0 0 Lsek�ct .❑ 2aov sek�cc . ❑ 24ov Blower se�ect � 0❑ 24ov 0 0 0 omer ioaa 0❑ 2aov 0 0 0 0.0 Motor Neutral Load olher load 0❑ 2aov 0 0 0 ❑ Min.Co r Pool Feeder AWG A A A Max.Unbalanced Neutral Load Minimum Panel Ratin A Phase Amperes Neut. load Zephyrhills Fire Rescue 6907 Dairy Road, lephyrhills Ft_, 3354? Pire Marshal Bu5 (813) 780-004 ( hcrrv t3arnctt Fax (81 �) 780-00�� F,-maiL• kbarnetticu',fire.zephyrhills.fl.us Plan Review #: 11-036 Project: Tnterior Renovation Number of Pages: Packet consisting of Firewall Design April 12, 201 I I have received and reviewed the packet for the interior renovation (firewall addition) located at 5526 Gall Blvd and will allow the project to move forward. By paying for the permit, contractor acknowledges to comply with the item below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. This 1 hour firewall is ok to be built in this space; however, without knowing what type of occupancy will be going into the space, the wall may have to be upgraded to a 2 hour firewall. It is my recommendation to install a 2 hour versus a 1 hour wall to eliminate the concern. This holds true to the adjacent separation walls. If the wall shall change to a 2 hour submit new UL design. 2. Wall shall be fire caulked at the roof deck and labeled as 2 HOUR FIRE WALL- DO NOT PENETRATE. Inspections Required: l . Firewall screw inspection 2. Firewall Fi KERRY BARNETT, 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 finai approval of the submitted plans. It �s 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. ZE��VRH�LLS FIRE DEPARTMEN�' 6907 Dairy Road. Zephyrhiiis, FL 33542 � �re Chief Keirh WiHiams Bus (�13)780-0041 �ax (813)780-i70��1�3 FIRE SERVICE USER FEES Occupancy No.: Plan No.: ~� �G Contractor. ��+� " v��'1? Business Name: � v��'r E'��'�— Biiling Address: �'' /� Business Address: �S"'�--� �"��d � � -11 _�=�,�`�``� Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FAISE ALARM FEE 5ite Plan N/C Annual N/C Sprinkler $50 1 st Alarm N/C uni-Family/Commer .O6 Sf 1st Re-inSpeCtion N/C Standpipes $50 2nd Alarm N/C (Minimum Char e$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 3500 Fire Alarm 350 5th Alarm $150 SPRINKI.ER SYSTEMS (Business closed until LP Gas S50 6th Alarm $200 0- 25 Heads $50 violations coRected) Natural Gas aSO NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- �� r��k gsp STANOPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 �� 5ysum Fire Works $500 FIRE PUMP Acceptance Test $45 persyseem Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Bum $100 FIRE ALARM SYSTEM Hood/Duct $50 � 8 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 An�ual 26 plus Devices $100 System Acceptance S50 Fire Protecfion $25 SUPPRESSION SYSTEMS Recalt Acceptance $50 FlammaWe Application $50 nnnua� Wet $50 OTMER Waste Tire Storage a5O Annual Dry $50 Fire WaluSmoke Wall $15 per Generator < KW $t00 CO2 a50 ' LP G8s per tank GCne�tor >30 KW 1 SO Other $50 Natural Gas a25 persystem Bio-Hazard Waste aIOO Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 70'x10' or greater $15 per tent Torch Pot/Applied 350 OTHER Fire Pump $45 Haz. Materials 3100 Annual 8 LP Installation per lank $50 Fire Suppression $30 Fuel Tank Installation $W System Acce�ance � (Per Tank) $50 8 E�aust HoodlDuct $30 Natural Gas Installation $SO Re-inspection DBL (Per System) (other than annual) � Spray Booth $50 � Inspection scheduled DBL � and cancelled less than 24 hours Construction Insp. N!C Emergency Vehicle Ac� S50 FALSE ALARM PLANS TOTAL�� INSPECTION TOTAL [� � PERMIT TOTAL l� TOTAL � _( GRAND TOTAL Comments. Date� �� ' Insg�P�ctor� e,�'r _'/�`r' .'� �"•� 1��.�iG'�L Y%1��% �E�IC��i�'IG�G�Lf �G�t"'/r � License # CBC1250914 � INC. � � � ..��W � � � �� Q`v� 1� �...•�� t�#� �,,,. ��'� o � � � .� �� q ,. ; C� � � + �� .� �� a..a.. :� ��.� N � � � �11 �..,`.� � o `�' . � � . ,� � �' ° ; __��'� � � �' � , `"� . � � �� , -�52� .5.5�� o �� ` � � �, U �. �.-�9 �� a �UBMITTED PL S) I4AVE HEEN 1tEVIEWB� �� 3SY ZEPH / MARSH ' � � �� Z Date: � � � �r ��veswec: ^ � � PJ � .�+ > O z ..��.�.� W � g ; �� ,�"` � � U a .� ,�.. �R � _ � �usr,� �x,5�r ��ae.. l _ ►3+3`�►i / � ` 3s�'�t� � `� _i , i � � � �� !'�/�T ��'l�� '"I�- �i/� �._ t « , �` t = `� .r 'T"�' ,. NQ�� 3(i413 SR 54. Zephyrhills, Florida 3354� . Te�ephonc: 813/782-0$25 . Fax 813/788-6773 www. rymanconstruction. com BXUV.U419 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 9 u� ONLINE CERTIFICATIONS DIRECTORY BXUV.U419 Fire Resistance Ratings - ANSI/UL 263 Paae Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having ]urisdiction 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 ]urisdiction 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 Ratinas - ANSI/UL 263 Design No. U419 April 04, 2011 Nonbearing Wall Ratings — i, 2, 3 or 4 Hr (See Items 4& 5) i; � � 4 �4A ? 2 � �; 5'� , — — -- -- — --- -- —; . � 1 k � ~ y� , � �, A 1( :i ' . � � r- • ... ..� � wA.r � . s-� .,� . g � ; 5 ;� �;5 1 Floor and Ceiling Runners —(Not shown) — For use with Item 2- Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in OC max. lA. Framing Members* - Floor and Ceiling Runners — Not shown - In lieu of Item 1— For use with Item 2A, proprietary channel shaped, min. 3-5/8 in. deep, fabricated from min. 0.015 in (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max. Effective thickness is 0.034 in. CLARKWESTERN BUILDING SYSTEMS INC — UltraSTEELp DIETRICH INDUSTRIES INC — UltraSTEEL�. 16. Framing Members* - Floor and Ceiling Runners —(Not shown - In lieu of Item 1) — For use with Item 2A, proprietary channel shaped, min. 2-1/2 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling fasteners 24 in. OC. max. Effective thickness is 0.034 in http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BX... 4/6/2011 BXUV.U419 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 9 CLARKWESTERN BUILDING SYSTEMS INC — UltraSTEELp DIETRICH INDUSTRIES INC — UltraSTEEL�. 1C. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1— For use with Item 2C, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — ViperTrack'" CRACO MFG INC — SmartTrackT"^ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25T" Track TELLING INDUSTRIES L L C— Viper25T" Track 1D Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1— For use with Item 2D, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20S`"" Track, Viper20D'" Track TELLING INDUSTRIES L L C— Viper20ST" Track, Viper20DT"' Track lE. Framing Members*— Floor and Ceiling Runners —(Not shown) — In lieu of Item 1- Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Freming System UNITED METAL PRODUCTS INC — Type SUPREME Framing System iF. Floor and Ceiling Runners —(Not shown)—For use with Item 2B- Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to Floor and ceiling with fasteners spaced max 24 in. OC. 1G. Framing Members'�— Floor and Ceiling Runners —(Not shown, As an alternate to Item 1) — For use with Item 2F and SF or SG only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to Floor and ceiling with fasteners 24 in. OC. max. CLARKWESTERN BUILDING SYSTEMS INC — CW ProTRAK DIETRICH INDUSTRIES INC — DIETRICH ProTRAK http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BX... 4/6/2011 BXUV.U419 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 9 DMFCWBS L L C— ProTRAK MBA BUIIDING SUPPLIES — ProTRAK SOUTHEASTERN STUD & COMPONENTS INC — ProTRAK TELLING INDUSTRIES L L C— TRUE-TRACKT"' 1H. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1— For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to Floor and ceiling with fasteners spaced 24 in OC max. SUPER STUD BUILDING PRODUGTS — The Edge 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Framing Members* - Steel Studs — In lieu of Item 2- Proprietary channel shaped studs, min. depth as indicated under Item 5, fabricated from min. 0.015 in (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in less than assembly height. Allowable use of studs is shown in the table below. For direct attachment of gypsum board only. Effective thickness is 0.034 in. CLARKWESTERN BUILDING SYSTEMS INC — UltraSTEEL� DIETRICH INDUSTRIES INC — UltraSTEELp 28. Steel Studs —(As an alternate to Item 2, For use with Items 56 & SE) Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2C. Framing Members* - Steel Studs —(As an alternate to Item 2, For use with Item SC) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a �/z in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — ViperStud '" CRACO MFG INC — SmartStud'" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25T" TELLING INDUSTRIES L L C— Viper25"" 2D. Framing Members* - Metal Studs — Not shown - In lieu of Item 2— For use with Item 1D, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20S'", Viper20D'" TELLING INDUSTRIES L L C— Viper205'", Viper20DT" 2E. Framing Members*— Steel Studs — In lieu of Item 2- For Use with Item lE- Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BX... 4/6/2011 _ BXUV.U419 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 9 ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2F. Framing Members*— Steel Studs —(Not shown, As an alternate to Item 2) —For use with Item 1G and SF or SG only, channel shaped studs, min depth as indicated under Item SF, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKWESTERN BUILDING SYSTEMS INC — CW ProSTUD DIETRICH INDUSTRIES INC — DIETRICH ProSTUD DMFCWBS L L C— ProSTUD MBA BUILDING SUPPLIES — ProSTUD SOUTHEASTERN STUD & COMPONENTS INC — ProSTUD TELLING INDUSTRIES L L C— TRUE-STUD"^ 2G. Framing Members* - Metal Studs — Not shown - In lieu of Item 2— For use with Item 1H, proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 3. Wood Structural Panel Sheathing —(Optional, For use with Item 5 Only )- (NOt Shown) - 4 ft wide, 7/16 in. thick oriented strand board (O56) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat-head self-drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, fastener lengths for gypsum panels increased by min. 1/2 in. 4 Batts and Blankets* —(Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZ7Z) Categories for names of Classified companies. 4A. Batts and Blankets* —(Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Charecteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZ]Z) Categories for names of Classified companies. 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing Horizontal edge joinks and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BX... 4/6/2011 BXUV.U419 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 9 Min Min No. of Min Stud Stud Layers Thkns of Depth, in. Depth, in. & Thkns Insulation Rating, Hr Items 2, 2D, 2E, and 2G Item 2A of Panel (Item 4) 1 3-1/2 3-5/8 1 layer, 5/8 in. thick Optional 1 2-1/2 3-5/8 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 3-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2-1/2 2 layers, i/2 in. thick Optional 2 1-5/8 2-1/2 2 layers, 5/8 in. thick Optional 2 3-1/2 3-5/8 1 layer, 3/4 in thick 3 in. 3 1-5/8 2-1/2 3 layers, 1/2 in. thick Optional 3 1-5/8 2-1/2 2 layers, 3/4 in. thick Optional 3 1-5/8 2-1/2 3 layers, 5/8 in. thick Optional 4 1-5/8 2-1/2 4 layers, 5/8 in. thick Optional 4 1-5/8 2-1/2 4 layers, 1/2 in thick Optional 4 2-1/2 2-1/2 2 layers, 3/4 in thick 2 in. CANADIAN GYPSUM COMPANY — 1/2 in. thick Type C, IP-X2 or IPC-AR, WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or WRC, 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC, 5/8 in. thick Type SCX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO 5 A DE C V— 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Item 78, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr Min. stud depth is 3-1/2 in., min thickness of insulation (Item 4) is 3 m., and two layers of gypsum board panels (1/2 in. or 5/8 in thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. SA. Gypsum Board* —(As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CANADIAN GYPSUM COMPANY — Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX. USG MEXICO S A DE C V— Type SHX. SB. Gypsum Board* —(Not Shown) - As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or �/a in. thick products are specified. For direct attachment only to steel studs Item 2B, (not to be used with Item 3) - Nom 5/8 in. or �/a in. may be used as alternate to all 5/8 in. or �/a in. shown in Item 5, Wallboard Protection on Each Side of Wall table Nom 5/8 in. or �/a in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type 5-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12) RAY-BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* —(FOr Use With Item 2C) Rating Limited to 1 Hour 5/8 in thick, 48 in. wide, Gypsum paneis with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with 1 in long Type S coated steel screws spaced 8 in OC starting 4 in from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsum board is to be http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BX... 4/6/2011 BXUV.U419 - Fire Resistance Ratings - ANSI/UL 263 Page 6 of 9 installed on each side of the studs with 1 in. long Type 5 coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the treck at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CANADIAN GYPSUM COMPANY — Type SCX. UNITED STATES GYPSUM CO — Type SCX. USG MEXICO S A DE C V— Type SCX. SD. Gypsum Board* —(As an alternate to Item 5) — 5/8 in. thick, 48 in wide, applied vertically or horizontally Secured as described in Item 6. For use with Items i and 2 only UNI7ED STATES GYPSUM CO — Type USGX. SE. Gypsum Board* —(Not Shown) -(As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2B, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in long bugle head fine driller) steel screws spaced 8 in OC at perimeter and 12 in OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco SF. Gypsum Board* —(As an alternate to Item 5) — For use with Items 1G and 2F and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX. SG. Gypsum Board* —(As an alternate to Item 5) — For use with Items SG and 2F only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows. Gypsum Board Protection on Each Side of Wall Min Stud No. of Layers Min Thkns of Rating, Depth, in. & Thickness Insulation Hr Item 2F of Panel (Item 4) 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-S/8 3 layers, 5/8 in thick Optional 4 1-5/8 4 layers, 5/8 in thick Optional 4 1-5/8 4 layers, 1/2 in thick Optional CANADIAN GYPSUM COMPANY — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SHX, IP-X1, AR, C, , FRX- G, IP-AR, IP-X2, IPC-AR , 3/4 in. thick Types IP-X3 or ULTRACODE http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BX... 4/6/2011 BXUV.U419 - Fire Resistance Ratings - ANSI/LTL 263 Page 7 of 9 USG MEXICO S A DE C V— 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE 6. Fasteners —(Not shown) — For use with Items 2 and 2F - Type S or 5-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7) Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in long for 1/2 in., 5/8 in thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first Iayer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in thick panels or 3 in. long for 5/8 in thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below 6A. Fasteners —(Not shown) —For use with Item 2A - Type S or 5-12 steel screws used to attach paneis to studs (Item 2A) Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in long for 3/4 in. thick panels, spaced 8- 1/2 in. OC with additional screws 1 in and 2-1/2 in. from edges of the board when panels are horizontally. or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems applied vertically: First layer- 1 in. long for 1/2 and 5/8 in thick panels or 1-1/4 in long for 3/4 in thick panels, spaced 16 in. OC. Second layer- 1-5/8 in long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Two layer systems applied horizontally: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in thick panels or 2-1/4 in. long for 3/4 i�, thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed i-1/4 in from each edge of the board with screws offset 8 in. from first layer. Three-layer systems: First layer- 1 in, long for 1/2 in., 5/8 in thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., S/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in, long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. Four-layer systems: First layer- 1 in long for 1/2 in., 5/8 in. thick panels, spaced 24 in OC. Second layer- 1-5/8 in. long for 1/2 in , 5/8 in. thick panels, spaced 24 in OC. Third layer- 2-1/4 in. long for 1/2 in thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in long for 5/8 in thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board 7. Furring Channels —(Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in long Type 5-12 steel screws. Not for use with Item SA and SE. 7A. Framing Members* —(NOt Shown) —(Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, 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 max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item SA and SE. b Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2) Clips spaced max. 48 in. OC. RSIC-1 clips secured to studs with No. 8 x 1-1/2 in. minimum self- drilling, S-12 steel screw through the center grommet. RSIC-V clips secured to studs with No. 8 x 9/16 in. minimum self-drilling, 5-12 steel screw through the center hole. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Types RSIC-1, RSIC-V 76. Framing Members* —(Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described betow: a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5 Not for use with Item SA and SE. b Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in, coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 7) http://database.uLcom/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BX... 4/6/2011 . BXUV.U419 - Fire Resistance Ratings - ANSI/UL 263 Page 8 of 9 Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the steel stud with min 1 in long Type 5-12 steel screws through the center hole of the clip and the resilient channel Flange. KEENE BUILDING PRODUCTS CO INC — Type RC Assurance. 7D Framing Members* —(NOt Shown) —(Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, 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 max. 24 in OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item SA and SE. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2) Clips spaced max. 48 in OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self- drilling, 5-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 8. ]oint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9 Siding, Brick or Stucco —(Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* —(Optional, not shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11 Lead Batten Strips —(Not Shown, For Use With Item 56) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type 5-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item SB) and optional at remaining stud locations. Required behind vertical joints. 12. Lead Discs or Tabs —(Not Shown, For Use With Item 56) - Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in by max 0.125 in thick lead tabs placed on gypsum boards (Item SB) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C" 13 Lead Batten Strips —(Not Shown, For Use With Item SE) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in Strips placed on the face of studs and attached to the stud with two min. 1 in long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type 5-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federel specification QQ-L-201f, Grade "C" Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item SE) and optional at remaining stud locations. 14. Lead Tabs —(Not Shown, For Use With Item SE) 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction- fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item SE) will penetrete the steel stud. Lead tabs to have a purity of 99 9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. *Bearing the UL Classification Mark Last U�dated on 2011-04-04 Ouestions? Print this oaae Notice of Disclaimer Paae To� Coovriaht n 2011 Underwriters Laboratori s 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. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BX... 4/6/2011 BXUV.U419 - Fire Resistance Ratings - ANSI/UL 263 Page 9 of 9 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 O 2011 Underwriters Laboretories Inc.p" r I � � � i � i i ' , : i . , :� i . �i ;, � � d ! �:r •: � ;I n " �i i I � � . ,; i � ,� i , i 'i .� n � F i , .. 1 .� r ,; � � `\`� ` �! http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BX... 4/6/2011 �� ;�, ��. �;�� ccc � s�Trr2 OF FLURIDA INC. 1��Iarch 23. 20l 1 Ros� R. La. Prap�ert�� O��ana��r �� ComBn�rcial �d�'isors ?6?32 �T�'esl�?r Cl�apel Blvd. 0'�esl�� Chap�l. FL 3�559 R�:: Toas�n ��uare Demo — Units ?j?6 & �528 To �'4Fhon� lt �9a�- Concea��: R}man Construelion of Fl�rida. lnc. herebv submits speeificatians and conditiat�s as fo1la��s: CTcneral Ca►nditions: • pro� a1l n�c�ssan- permit� from the Cit}' of Zeph��rhills • pro��ide adequate supensision on job • r�ma��e construction debris c3ail�� as it aecumulates �xca��ation and Demalitian • remo��a�l cof th� s;.rid ceilin� frame_ tiles and insulation in units j�?G �nd �a?S • han� e�istu�g ligl�ts and l-��AC gri11s irom ceilin� • rema��al of rear roo�� all — bathrooms remain iniact • tear aiet �11 e�istin� �looring in units Concrete and Il4�la�onr�� • ��one Framing • bu�ld ne.�� 50' metal fiame fire «•all separatina units >j26 and 5525 iiom unit a�3Q Roofinb • nc��c: lnitial ��- lnitial � l of � 36413 SR 5� • Zep�i�-rhi�ls, F9orida 33541 • Telep6one: 813-7$2-4825 • Fax �33-�8�-G7'd3 a�e:r�manc�onstreeerion.com Interior Finishes • hang �18" t��pe X fire rated di��r•all. tape, sand, finish and spra}= fire�trall to match �xisii�a� finish • nea� one ho�r fire rated, fire�vall as approved b}� ih� City • leaa°� ne�� 2,dU0 sq. ft. imit clean E�teriar F'inishes • none �leetric • mone HVAC' • nc�n� PlumUin� • none Contraci Change �rders • D�rtners ma}� at any reasonable time durir the progress of the «ork b� an order in i3-riting, agreed to and signed by both pariies, mal:e an}P alteration to the plans and specificatioe�s, and tlie �iork shall then be executed according to conforn�ance ��itl� an executed Coniract Chan�e Order. An�� cl�ange fe the si�ned p]ans ��d specifications must be in �� and must be paid for at the time the change is agreed upon. If ilie chan�e is a deletion the amount shall be credited against t}�e final pa�m�nt. There �vill be a�250_00 administration fee for each change order. Coinmencement Date and Protection • 1'he contract an�auni has been detennir�ed as of the Contract date. Because of p�eriods of inflation in the building industr}�, Builder ��ill only guaraniee diat a�a�ount for =�� da�rs from Contract date. If any problems arises �vhich dela�;�s camn�ence►nent thraugh na fault of Builder, there mav be an additional amount added to contract. This figure ��Till be deterniined at the tinie that consltroction eam�efllces. At that time, if Builder requests a price increase in ��riting, ��n�r ha� ilie firjn option of cancelin� the Contract b,r a letter in »�riting to Builder �e�athin ten (l0) calendar da}Rs from the dat� increase is requested. Init�al lnitial �i L 2 of � Subco�irartors • R�°n�an Canstructioa� has built a solid reputation on quality construction and timel�� completion. and ��e haiFe built a long .standing relationslup ��•ith the most qualified subccr�tractors in our area RZ�man Construction, Inc.dl2vman Con�trr�ectic�n of Florida, Inc,, z�ill not allo�� an�F outside subcontractors to ��orl: on our sete. 7`h��e are no excepiians! l�Iold • i��told es a naturall?x accurring grot��th that m�y ha�e �dverse h�alth cons�quence� �nd e�hi�h r�quflres cerlain prei°entative and proper rnaintenancz actions b} �he bu�°er. �lccordin�l�F, coniractor assumes no liabitiiy ti��hatsoever from an�� harm to indi�°idu�ls and damages to propert� arisin� as a resaalt of mo)d unrelatetl io constre�c�ion defects. r , � � � , � , � _ :.. .i_� rn__....�... n_:,.,. � _ • ACCORDI�°C TO �LURlD�1'S CO\STRUCTIO\ LIE.\ La�Y (SEC7'IO�S 7� �.�al — 71�.37, �LOR1Da� �TATIrTES), TNOSE \�F110 ��'ORI�: U�{ 1°Ol1�R PROPERTY dR PRO�'IDE Al;\TER1�1L5 �II�D SERYICES �i\D ARE 1ROT Pe�1D 1N FI�LL He�l�'E A RIGHT TO E�FORCE THEIR CLAIu�I FOR Pr�YiNEE�PT r►Cs�11\ST 1'OUR PROPERTY. T1llS CA�r119�I IS K�O«"�1' AS A COe�STRLCTIO�i LIEA. IF 1'QIDR COATTR�ICTOR OR � SU'SCO�TIL�ICTOR F�ILS TO PAY SiJBCO➢�TR�CI'ORS, SIFB-SiJ�BCORTR�CTORS, OR �i�1TER1�1L SIUPPLIERS, TFIOSE PEOPLE 1�'HO �1RE O�YED �11U11iEl' �11.�IY LOOK TO Y'Ol9R PROPERTY FOR P:►Y�1IE�T� EYEu�E IF 1'Ol� H a1'E s'�LREr'�Dl' Pr�ID 1'DU�R COu�'TR.'1('TOR l�i' FIDI,L. IF 1`OU' FAIL TO Pa1 1`OUR COu�TRr1CTOR,1'OI1�R CO�TRAC'TOR 1M11.�1' �LSO HA�'E r1 LIE� O�' 1`OIPR PROPERTI'. 7"HIS !'IE�iR"S IF A [.,lE\ IS FILED YOI�R PROPERTI' COUI,D BE SOLD AG:�IIRST 1''OIPR �YILL TO P.11' �OR LABOR, 6lIr1TER1,r11S� OR OTHBR SfiR\rICES THA'f YOIAR CO�TR.ICTOR OR a SUiBCO1�TR�CTOR y�1:11' HA�'E F�ILED TO PAl'. TO PROTECT 1'OiDRSELF, l�Ol� �HOI�I.,D STIPIPI.�TE il� THIS CO�TIL-►CI' TH:�T BE�ORE ti�Y PAY1�IEu�i'T IS TI>�QE, 1'OUR CO\7'RICI'OR IS REQL[IRED TO PRO�aIDE 1"Ol� �Y'ITH �� \�'R17"I'E� RELE:�SE OF' LiEA' FRO�I �\1" PERSO� OR CO11PAe�"Y' "Tl1:�T H_�S PRO�''IDED TO 1r'OIJi :� "�OTICE TO O��"�ER." FLORID:►'S CO\STRIPCI'10� LIEu\" L��l" 1S CO�IPLE\, .� IT IS RECO�Ii�IE\dED TIL�T 1°OU C01�Sti LT :�� aTTOR\EY. � Initi lnitial �� 3 of � I her�bor propose to furni�h materials and labor in accordance ovith the above �pecificaiians for the sum of,. nine ihousand, sc��cn hundred and fifhr dollars (�9,�SO.pO) P��-n�er�t Scl�edu�e: 2�% Si�,ning of tlus a�re�n�enc JO��O I�pon completion af derr�a�lition �+e�ork 25°fo LTgon completion af jab i8��'� a�c oi-i�h the abo�Fe specifications and payment schedule. �3�r our sig,natures belo��F, ��o�a � a�athorized to b��in ��ork. � �� + i I � � ( ]Nf� Cca�ninercia! �dv�sa�rs D�te � �`j f Ite�r� � � ent D�te � � ' n of Florida_ Inc. =� of � �..,.� ��/ �-�-,�,��C� �,�G��i�`"LC'�� 1��-Gf.l� l/�ra license +� CI3Cl 250914 INC. February 3„ 201 � Rose Layton Ny� ComrYa�rcial Advusors Town Square Demo Bid� Units 5526 + 5528 Provide Cit� of Ze�ahyrhills Demo Permit Pronride Port o I�t for vo+orkers Provide 30 yard constructio� container for zll debris removai Demo exsstang walls to off'ice Remave aB9 exi�6ng flooring (carpet� cera�nic 61e, sheet vinyl, VCT Tile) Remove existong g�rid ceoling frame, tiles, and insula�ion Hang froen ceFling the exis6ng ligi�t fixtures and HVAC gnlls for installation in future grid c�iling Build new 50' metal frame fire wall separating units 5526 + 5528 from unit 5530 Ha�g 518m type X fire rated drywall, tape, sand, finish� and spray firewall to match existing v►�aBO finish New firewa9l 1 hour fire rated as approved by Ciiy Rernove al� debris from units Leave nedv 2,000 sq_ ft_ un�t clean TOTlaL COST: �9,750.00 Thank you, � �� - Ric hAcCariy Estimator / Proj�ct tdlanager Ryman Constructimn of Flonda� Inc. 36413 SR 54� Zepttyrt�ills, FI. 33541 813/782-0825 office 813l788-6773 fayc 3C�4 ] 3 SR 54 . Z��hxrhills, Florida 33541. T�Deg�lnm�n�_ �] 367�2-Cl��> .�x S 13/7�S-C3'�3 e�r�e��v.r�maneonsc�wctuon.�m Jacqueline Boges From: Kerry Barnett Sent: Saturday, April 23, 2011 1:39 PM To: Jacqueline Boges Subject: RE: release for inspections Jackie, I have conducted a final on the firewall. Kerry From: Jacqueline Boges Sent: Friday, April 22, 2011 10:59 AM To: Kerry Barnett Subject: release for inspections Hey Kerry I sent over an email informing you to not do any inspections for Ryman on the address of 5526 &5528 gall blvd because we were needing the Notice of commencement . All inspections are now release we did receive the notice today . They are good for inspections . thanks Jackie Boges Code Support Specialist e�ct. 35 i _ i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii ` � 2011056649 CITY OF ZEPHYRHILLS PB 1 PG 54 PORTION OF VACATED RR R/W DESC AS COM SW COR OF BLOCK 89 TH S63DG 28' 30"W 60.00 FT TH N26DG 25' 00"W 150 00 FT FOR POB TH CONT N26DG 25' 00"W 290.80 FT TH S63DG 28' 30"W 200.00 FT TH S26DG 25' 00"E 290 80 FT TH N63DG 28' 30"E 200.00 FT TO POB OR 1721 PG 483 Rept:1362065 Ree: 10.00 DS: 0.00 IT: 0.00 04/14/il A. Giard, Dpty Clerk NOTICE OF COMME,NCEM�NT Pemiit No. � � ! � � �__ PAULq S 0 'NEIL,ph D PqSCO CLERK & COMPTROLLER 04/14/il 10:56am 1 of 1 Property Identification No. � I �_�� _ Q� _� �� OR BK g53 � + �q PG 3L'T� THE IJNDERSIGNED hereby give informs you that the improvement will be made to certain real ro e Section 713.13 of the Florida Statutes, the following information is provided in this NO'I'ICE OF COMMENCEMENT. P P rty, and in accordance with 1.Description of property (legnl description;) �g a) Street Address: � ,}. �R-�PTa� {�p� 2.General description of improvements: �,�,,�, �" ��'�� uv�u� � � 3�� . �- s�nNc. SvspeNO n t��.i � �4 �aop.�Nt,.. NSr:u.� � '� .�NST�q�,�. 3.Owner Inforination � . a) N�une and address: s �� 1-o0M6 Z rno ��b13 .5� 1�1, ZEPN R�111�L.5.� b) Name and address of fee simple titleholder (if other than owner) � c) Interest in property � 4.Contractor Information a) Name and address:�}. CANSTiLV.c.Zio� �� w0.� b)TelephoneNo.: __�13--�R�-�� b`�l S 5 ?..�.PH IN. � 33S�I S.Surety Ittformation FaxNo. (Opt.) a) Name and address: b) Atnount of Bond: �� c) Telephone No.: 6.Leiider Fax No. (Opt.) a) Name and address: j�(� 7. Identity of person within the State of Florida designated by owi�er upon whoin noti es or oiher documents inay be served: a) Na�ne and address: ��o N.sn►a�.e... —� b) Telephoi�e No.: � ��1� SR-5'� 1r, ��p ��RE11«s � _'�1�-' °+ � `►' Fax No. (Opt.) �.In addition to himself; owner designates the followm 713.13(1)(b), Florida Statutes: b person to receive a copy of the Lienor's Notice as provided in Section a) Name and address: N A b) Telephone No.: 9 date of Notice of Commencement (tlie expiration date is one year fr m�the of recording unless a different date is specified): WAItNING TO OWNER; ,1Ny pAyM�NTS IYIAD � COMMENCEMENT ARE C:ONSIDERED IMPRQP�R PAYMEN S CIIAPTER 713�, PqRT � S�CTIOIV 713 13 FLORIDA STATUT�S, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPEItTY. A NOTICE OF COMMENCEMENT MUST BE � INSPECTIQN. IF YOU INTEND TO OBTAIN F1�NqNCING, CON ULT YOUR L NDER OR AN A TOR1Y�y gEFOI � COri1M�NCING WORK OR RECORDING YOUR N O T I C E O F C O M M E N C C M� N T. � STATE OF FLORJ,�A � CpUNTY OF PASCO 1 . , Signature of O�dner or r's Authorized Otlicer/DirectodPartner/Manager $i 1 t N �It � P wi — 7'T�—' '/ '� ..waa�aum • - � The foregoing instrument was acicnowledged before me this � Q � � � � �day of T I,DrI I , 20 +, , by � N E ,_.v�.�-- in fact) for � � E' � type of authority, e.g, off er, trustee, a omey (name of party on behai of om instrument a exe Personally Known � pR Produced Identification ) Notary Signa Type of ldentification Produced Name (print) Veritication pursuaz�t to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing a�ld that the facts stated in it are true to the best of my knowledge ac�d belief. r-, � } , FoftMSMOC,rvsd2oo7 Signature of Natural Person Signing Above N „��,,,, SHANNONV.StN1FER Y �`;��.,, Notary Public - State ot Florldt •: My CortrNssion ExFires Aup 28. 2011 . * •, 1� ",��; Commission i� DD 709355 �� ^on�adfiruuyhNalionalNoteryAEer +��a ''`�' '� STAT� OF FI.ORN3A, COUNTY OF PASCO `�-S -• `"'' '�`THIS IS TO CERTiFY THAT THE FOREGOING IS A ��±:�� T ��, TRUE ANq CORRECT COPY OF THE DOCUMENT �" -f, ON FILE UR OF PUBLiC RECORD IN TH1S OFFICE �:'�= _ +,+- �jT " S MY HAND AND FICIAL SEAZ TN� � .� � � � � OAY OF t��:` U�„p, ,O'NEIL, CLE & CO ROLLE � �'� . � � ' 1 �: / • p TY CLERK .r � � _ $Y �f'�,�� ` ' ` . ii , RYMAN CONSTRUrTION OF FLORIDA, INC. 7 2 9 6 Invoice # Date Descript�on Amount Discount Net Due 041911 04/19/11 TOWN SQUARE-PERMIT 182.50 182.50 04/19/11 Ck �: 7296 CITY OF ZEPHYRH[LLS Page 1 of 1 182.50