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HomeMy WebLinkAbout09-9360 CITY OF ZEPHYRHILLS 5335 — 8TH STREET (813)780 -0020 9360 BUILDING PERMIT Permit Number: 9360 Address: 39119 PARK DR Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 12- 26 -21- 0030 - 00100 -0090 Improv. Cost: 6,799.00 $�. E •„ `` `` Date Issued: 7/21/2009 Name: LUCKEY, SHERMAN & ALISE Total Fees: 97.50 Address: 39119 PARK DR Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542 Date Paid: 7/21/2009 Phone: (813)783 -2322 Work Desc: INSTALLATION SHED 375 SQ FT HOMEOWNER BUILDING FEE 97.50 40 Y� ,1 4! AZ a. .. oaM '•µ 5 g nra . ;g tI O#•t° W fa FRAME SHEATHING FINAL > e* REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney befo - recording your notice of commencement." 6e r 01 4d_ 4/ '4/ - CONTRA •R SI -TURE PERMIT OFFI �J'R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER _7 ' dr -- 1, i*"'"* I i,,, 4,p,- s -r)c-s._' --c E . 1 Sao u3,..1(4 OX9 �; ^I 543 T City of Zephyrhills �1Y -��� BUILDING PLAN REVIEW CO MMENTS S ` J v GyO • P Contractor/Homeowner - ---0 0 1 Date Received: Ret-rk. 6,4 �-� Site: 3 9119 Permit Type: . ' Approved wino comments:D Approved w /the below comments: ❑ Denied w /the below comments: 6 Y 1) 4 fleF el RALUITe I1 l FS of 0 f of ;,/, 610(€ /U0, 7 %6 01 6\ , ex 6, r ca '. e - -rc tu✓e 144.. q .QS 1 1 1-P i f III i Ai • .4_ I _ , ovkorwiciad a - i 4 ' 1 e % -6 r � k' he ` 11'1 (v I • hou " t A , A L r 4 et, Are4 pp 4rS i lip (N) fl r.L1) ' r .< ) • k tvc,u55 &Li- th .L_PI 61, 00-1. v4-K-:" '' Pi- pictgc.5 This co ent sheet shall be k t with the permit and/or plans. ,..,,/, s . KalZ Switzer - Plans ' er Date ' ontractor and/or om own - je (Required when comments are present) 6 / , , /Pbc) 813-780-0020 City of Zephyrhills Permit Application Fax -813 - 780-0021 Building Department ,y4 am 96o Date Received _ _D Phone Contact for Pentad • 1; / / 3 - , 5 ♦ Owner's Name 5 /7 C(Th () /4 !,Se Ltretzki Owner Phone Number 8 J 3 - 2 C.. z Owner** Address tj S t I ° I \ k-� c's` ,de Zetahy rill ti Owner Phone Number Fee Simple Titleholder Name' N t) tJe I Owner Phone Number Fee Simple Titleholder Address NI Q 1 JOB ADDRESS I ? (('1 -- av--L )Nr- ZPoh.(rh11 -f 33S'1 LOT it 9 Cy 4/O 1 SUBDIVISION PARCEL k) 'ANC. \ ∎� PARCEL ID# I Z - 2v - 2 I - U DO -00 k Jl� —(XR D (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT n SIGN n MOVE n DEMOLISH _ INSTALL REPAIR PROPOSED USE Q SFR n COMM Q OTHER I I TYPE OF CONSTRUCTION n BLOCK n FRAME 1 STEEL n OTHER I I DESCRIPTION OF WORK ( e J ^i -r ∎ \ &M C I - I ce ( QC:. (c\ P . o BUILDING SIZE I I ( X \ SG FOOTAGE 31 S Sri-rl HEIGHT I / I FT BUILDING $ ( . (qq C") VALUATION OF TOTAL CONSTRUCTION i FT ELECTRICAL $ I V O C AMP SERVICE n PROGRESS ENERGY = W.R.E.C. I PLUMBING $ NI O \ & V r MECHANICAL $ - \ t V VALUATION OF MECHANICAL INSTALLATION 1,) V Jv N. 6- T12.46 [� GAS = " • r --- 1 FT PING II SPECIALTY OTHER kf FINISHED FLOOR ELEyATIONS \ / FLOOD ZONE AREA I =NO 4 1.1 BUIL.ER ia r '■ I , - COMPANY «/ N FEECURRENTJ GNATURE — ∎ REGTERED Y! N I License # ELECTRICIAN 1 V D _ ` ,V COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y IN I Address I License # I PLUMBER COMPANY SIGNATURE U t REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address 1 License # I MECHANICAL 'v _ 1� 0 COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I 1 License # I OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/N I Address I I License # \ ( Permit RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O -W Pe for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpater, Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dunpster. 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 $5000) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (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 (w. 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 1 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. I 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 1 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 - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. Department of Heatth & Rehabilitative Services/Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency- Asbestos abatement. Federal Aviation Authority- Runways. 1 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 for violating the conditions of the building permit issued under the attached permit application, for Tots 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 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 FAILU - TO • A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPRO ENTS T • • • - PERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YO R LENDER OR ORNEY BEFO -, - ECORDING YOU' NOTICE • F C • MMENC NT. FLORIDA JURAT (F .S. 117.03) OWNER OR AGEN _ • , r: .••. /// / /LL/ (21 Apt Subscribe. -. –,' 'rmed) • •re me this S rmed) befo = t . —/- by by e' ,---we Malt C'r • 1 'JCtCPa' Is/are ally kno o me • as/have produced Who is/are personally known to me or has/have produced T �– ) (, r' U t rs c as identification. �t Cell$ as identification. 1 y : ''-. T CQ Ii r n Notary Public *. i u u . ... is Notary Public 1 CU corn , asi. xpires December 1 ` , 2 010 m won No , .. � nru ro r y am Insurance 800.385.7019 Name of Notary typed, primed or stamped i Notary Public State of Florida . Joseph Anthony McDade My 74 Sr f Expires 110/27 2/ 0DD832ti10 P.01 /O1 TRANSACTION REPORT JUL /14/2008/MON 04:30 PM FAX(TX) # DATE START T. RECEIVER COM.TIME PAGE TYPE /NOTE FILE 01 JUL /14 04:29PM 813525217140 0:00:20 1 OK SG3 8988 r � x: a. , "'fi City of Z • BUILDING PLAN REVIEW COMMENTS • caner: ./l' (11 1 14.' Contractor/Homeowner: , 7 - 9 - 09 Date Received: _ Site: 3 9 /19 Po-rk Permit Type: • 4" 4-e.e.0 • Garet. Approved w /no comments: O Approved w /the below comments: 0 Denied w /the below comments: • II t Meer: a)( ,'..vJ(e✓11 0 0 AU, 7isC- nL • r / uG iica / uctwe • Q 1 I ' • a , I• a - i 11 r O • * lb ' a ' -. cr. -C. ■ • / (all -4 We 6 r , • 4/ I c I / • t ! / / etofj a re a prOp t-e_c• • • This co ent sheet shall be ke t with the permit and /or plans. y .._ _ _ , i r ,.....„," 7 11 Y • • 1 111111 illll 1111111111 Iilll 1111111111111111111111111 IL1I 1111 2009095333 is-g39 Its 10) Rcpt : 1252717 Ree : 10.00 1 ctcQc CI) FL 3 sa3 DS: 0.00 IT: 0.00 07/10/09 _ Dpty Clerk :2/1' PAULA S. O'NEIL, PASCO CLERK & COMPTROLLER NOTICE OF COMMENCEMENT 07 lt:22i 1 P 27 Permit No. $1 z Property Identification No. /s — V 2/ _ v - 0 THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. (.Description of property (legal description:) L /17 / c3 .5 P 5?) t)S '94 10 12 k f Or /S//J pa 623 a) Street Address: ,3q// Q 'F /)r/✓e 2r,ahy / 4 :, / r ' L � � $yGZ 2.General description of improvements: _ ' ,9 ner Information a) Name and address: h('Vi7' % ✓) /41 4.. 4 ` fir /4 sr / fi ;/ b) Name and address of fee simple titleh =. Eder (if other than owner) _V o wl 3 351.2 c) Interest in property ) to N e r 4.Contractor Information a) Name and address: h moo d 4l is -e 2QII y / ..4.7h /h % /3 �L b) Telephone No.: fi rj 7g4 - Fax No. (Opt.) S Z 5.Surety Information a) Name and address: J NIL= b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6.Lender a) Name and address: r'l J /QC Phone No. 7. Identity of person within the State of Florida ksignated by owner upon whom notices or other documents may be served: a) Name and address: twli / /i' i i( Q4rhd/e/') /S ?3Cs 4S /f Wy r3Oi L:Cc eCi ft' -.LC . i'SSZ b) Telephone No.: �6G G.d rf - /17CC Fax No. (Opt.) 3S- S 7i 5 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF C NCEMENT. STATE OF FLORIDA / COUNTY OF PASCO 49% // , S'r of Owner or Owner s A 4 i r' - armer/Manager er &e Cy, • CXI��I� Print Name ✓ Cr The foregoing instrument was acknowledged before me this - day of ` y , 20 e by Sk l 414. LUC 1-i as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). Personally Known OR Produced Identification ` A Notary Signature - Type of Identification Produced F L D f it; a> &tC Name (print) WI ette- Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that STATE OldiftafttErAMOUNT'1604:4046amowledge and belief. THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE ANI RECT COPY OF THE DOCUMENT Signature ofNattaal Person Signing Above ON FILE OR RECORD IN THIS OFFICE WITNESS MY HAND AND 9FFICIAL SEAL THIS Ant-/L DAY OF VILLY 2009 Nolan of Florida Joseph Public Anthony State MCDede PAULA S.O'NEIL, CLE � ` My Commission 00832910 / f4 71‘ /i Z & - - or r�°` Expires 10127/2012 BY ,/I/ DEPUTY CLERK Metal Structures Search Again Show Map Generalized Building Schematic Frequently Asked Questions Estimate Taxes Other Agency Data: Tax Collector School Board Supervisor of Elections • Data Current as Of: L Weekly Archive - Saturday, June 13, 2009 Parcel ID �I 12- 26 -21- 0030 - 00100 -0090 (Card: 001 of 001) Classification 01 - Single Family Mailing Address Property Value LUCKEY SHERMAN G & ALISE R Ag Land $0 39119 PARK DR Land $33,171 ZEPHYRHILLS, FL 335424690 Building $77,900 Physical Address Extra Features $2,609 39119 PARK DR 1 ZEPHYRHILLS, FL 33542 -4690 Market Value $113,680 Assessed (Save Our Homes) $71 647 Homestead 196.031 - $25,000 Legal Description (First 4 Lines) Non - School Additional Homestead Exemption - $21,647 See Plat for this Subdivision /"' Z HTS PB 5 PG 50 LOTS 9 & 10 Non - School Taxable Value $25,000 BLK 1 School District Taxable Value $46,647 OR 1410 PG 623 Warning: A significant taxable value increase may occur when sold. Click here for details and info. regarding the posting of exemptions. Land Detail (Card: 001 of 001) Line Use D escription Zoning Units Type I Price Condition j Value 1 0100 SFR 00R1 13,879.00 SF ; $2.39 1.00 I Additional Land Information Acres 0.32 Tax Area 30ZH i FEMA Code X Residential Code[ ZHLGLP3 I Building Information - Use 01 - Single Family Residential (Card: 001 of 001) Year Built 1960 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 Concrete or Cinder Block Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Plastered Interior Wall 2 Drywall Flooring 1 Terrazzo Monolithic Flooring 2 None Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 Line Description Sq. Feet Repl. Cost New 1 BAS 2,047 $130,660 2 FSP 416 $9,319 3 II FCP II 560 ! $8,936 4 FOP 240 $3,830 I Extra Features (Card: 001 of 001) Line Description Year Units Value 1 DWC 1975 350 $341 2 DCFENCE 1985 480 I $179 I 3 I UDU -M 1985 1 I $512 I 4 I UDU 1973 144 $324 I 5 II FIRE PL 1960 1 I $450 I 6 I UDU -M 1983 1 $549 7 CLFENCE 1999 240 ! $254 I Sales History Metal Structures Previous Owner II N/A Year I Month I Book /Page Type Amount 1985 . I 04 1410 / 0623 WD $64,000 Search Again Show Map Generalized Building Schematic Frequently Asked Questions Estimate Taxes Other Agency Data: Tax Collector School Board Supervisor of Elections Metal Structures Welcome : Records Search : Parcel Details : Legal Description Legal Description 12- 26 -21- 0030 - 00100 -0090 Assessed in Section 12 , Township 26 South, Range 21 East of Pasco County, Florida Z HTS PB 5 PG 50 LOTS 9 10 BLK 1 OR 1410 PG 623 Please be advised that our legal descriptions are for assessment purposes only, and are not intended for use in legal conveyances. Pasco County Property Appraiser Page Layout Modified: 2/17/2009 11:49:04 AM The Local Time Is: 6/17/2009 11:41:38 AM Metal Structures Pasco County, Florida Section 12, Township 26, Range 21, 0.8 miles ENE of Zephyrhills Mike Wells r 416. 1 AMP :.,,,,,.., ::::--4=4,- 41. 41 ., 7 ;p2 , ,,.:' p 0280 0270 y:•i/ 1i =1 When I click on the map: a 'S Quick Info • if -, Full Info* 4! Zoom In 1.5x r : Choose Layers: 1000 - - Parcel Lines (Default) :.k 4 ° 110 -- Parcel Labels (Automatic) ' -- Street Names (Automatic) ,, I t / 2008 1 ft - Color 4 1 4, - - Select Additional Layer Y" x s i P " - - Select Grouping Y � -PAR DR�� �� Draw 1 Help Print J _ J Image Size / Quality: 0000 :...:k-,080 (Qualit applies if imagery is selected) !III Low Quality (Fast / ]PEG) ^fit; I IK 1 1112 214 j ' Links of Interest: • - Recent Sales in this area Search for property in Pasco 11 M Map Search 424 Feet MapID:t 6399405/4421 Street name information is maintained by the Pasco County BOCC GIS Department. Metal Structures Double -Click on the schematic first, then click on the action button below Qriginal drawing 1 Zoom In ( Zoom Out Pan l W18 ■ BAS =2047 S8 W32 W9J FSP =4161 S13 S13 W20 W37.2 FCP =560 N49 S23 S28 N28 E48 s5 0P=240 S5 E20 E48 E16 26 GAUGE GRANDRIB 3 FABRAL ME TAI WAEI AND ROOF SYSTEMS O ,- N S 1 a ' ; X z 0' ,:;42', i tie 'q ,-' s r (Ye e - t 7� o,e,aBe II Fabral's classic Grandrib 3® profile is one of the most versatile steel panels in the industry. The 3/4 inch high ribs on nine -inch centers create an attractive board and *- % y batten look while providing extra strength for N t i commercial and residential roofing or siding 0 applications. Available in ten colors and plain galvalume, A pi — A 26 gauge Grandrib 3® provides exceptional durability and wind resistance, as well as excellent hail and fire resistance. E N D U RACOTE■■IIIim -'4 PREMIUM DEFENSE - - _ Against the Elements PANEL SPECIFICATIONS: 8 :r • 26 gauge NO st a gth steel • High piefontance Endur cot ' Y • 10 of protectNe coach g • UL 790 tie Ae Reststance Rating • UL 2218 class 4 Hai anoact Resistance • Texas let. hisuranoe - Wild Reece re' } • Anil-Siphon for ex weaathertictlttnes • Cistom cut to lengths up tO 40' Route 3 3449 Hempland Rd. 55 Lamb Loop 17904 East 3100 North Rd. 2402 Industry Way Idabel, OK 74745 Lancaster, PA 17601 Tifton, GA 31793 Gridley, IL 61744 Cedar City, UT 84720 Phone: 800-926-8509 Phone: 800-477-2741 Phone: 800-749-8144 Phone: 800-451-3974 Phone: 800-432-2725 Fax: 800-289-6007 Fax: 800-283-4289 Fax: 800-380-4784 Fax: 800-289-3383 Fax: 800-632-2725 26 Gauge GrandRib 3® colors backed by a multi -year warranty ti • p ENER Y r�: :RGV White 899 • IR =.54 STAR Caribbean Blue 881 • IR =.27 - - AR PARTNER PARTN r ---- "1 ' . Evergreen 875 • IR =.25 Ivory 883 • IR =.62 -,,,•) PARTN Brite White 824 • IR =.60 Brick Red 898 r�nR IR =.31 STAR GY PARTNE w ENE V ENER Acrylic Coated Galvalume • IR =.68 STAR kory Moss 870 • IR =.36 STAR GY PARTNER . " - PAR NE Light Stone 887 • IR =.51 r` STAR ENERGY Charcoal Gray 851 • IR =.18 PARTNER IR = Initial Solar Reflectivity r`STARGY = Energy Star Approved STAR PARTNER Light Gray 889 • IR =.31 "Please contact a Fabral representative for color availability in your area." TOP COAT PRIMER COAT SEALER COAT • Lifetime limited paint warranty ZINC PRETREATMENT -\ GALVANIZED \ . • 25 year non - perforation warranty against acid rain on painted panels for walls, 20 years for roofs BARE STEEL ,, O • 20 year non - perforation warranty on galvalume • 15 year limited edge rust warranty on painted .�'" , - p -- BACKER COAT panel) \ °� � ! - PRIMER COAT R SEALER COAT RECOMMENDED FASTENER POSITIONS FOR ROOFING AND SIDING ' ZINC PRE - TREATMENT SCREW FASTENER POSITIONS GALVANIZED EAVES, RIDGE AND ENLAPS --"$— Corporate office INTERMEDIATE SUPPORTS 3449 Hempland Rd. .,, .,, Lancaster, PA 17601 Colors shown are as actual as allowed by the printing process. Request actual (8QQ) 477-2741 metal sample to confirm color. Specifications and colors subject to change without notice or obligation to pos....smil www.fabral.com make changes in products previously purchased. a �� , E in amax company n 28 98- 32-659 ra /spar © 2008 FABRAL ©/07 5k VPC ., _.... e . w ,w— ate►— r•rw -,�. J ..1 i, - i ur 08111 1 1 f a Ln 21 I. WA lig .4 2 A al z t 14; .) 3 i ..„ . II 1 1 I g 4. i .0 ill ,,..1-, g 0 i 4ii 1 . D. a) • E i "cl i 1: E r v l u O L O � N V (t ' CU g c R. u F.). =i en 011 2 u . .. Na I \ -I 'n M = L V) o• PI1 et 'cy E- W t. -?,-- -s t if* 1 a 07 t Z.7) O) ;:r ( , ) x x c ch x CO X X X x \ -cr M 111 M t N n M p+ , 1 111 fD M T w 3 C '4 F ` e'er"" . tk riti I► R 3 - o o o`poe; axe a - ?3?.� ;1E515'61 ' $gT a wa 4 n 4 3� � �_ g W�3 9.."3 °3 W 3 8 3 a . y ' w ... N . =, T – ,3g �8 SRS O La T w n ,„ a g-< c' „ g `. �G m 8 f fD � i w 1 " ► p R N T w 1:1 A o w m =V m R ai i 3. nn P. �� �a • o 2 g . °'ice. s� N �. N C 1 L@6 s, Cal X x x x P7 Ca w w O. C7 cal — ry : ; X X x CO Cp s CO N kn Rev.7/31/07 Metal Structures L.L.C. 3726 15839 US Highway 301, Dade City, FL 33523 -2420 1- 866 -624 -9100 / 352 - 521 -7145 Fax # 352 - 521 -7140 �+ Building Sales Contract f� Dig #: NAME S 14E4 C 14E4 j14, S /•r•l �'• �+ / V G� C • HOME PHONE f ) 3 - 7 V•3 - o ` 2Z DATE Gil (O /(), r STREET 79 /1 9 A ei... / � �� , WORK PHONE CITY, STATE, ZIP Z t if N,. L1 L (L ft/ ..31.01 2 CELL PHONE COUNTY Q AI C D One (1) 1 r width x Z1 length x 9 eave height All -Steel p� � c, ❑ open (fully enclosed. (of) 1a , 7 (size) Overhead door(s) ► 6 1 J e Chain Hoist 3. (of) (size) Overhead door(s) hain Hoist . / (of) ' ^ A IP , 1 ' (size) Metal Service Door — Iiibr e 4i1 I. - N - 3 0 • (of) 7 7 'r K. S " (size) Window(s) --n • .4LJ if X/1.) 11 4.0/ Cje d4) . Master Rib: Horizontal Roof Vertical Roof _X Horizontal Sides Cupol4 '-'ented /Transparent Weather Vane) Grand Beam: Roof Walls: ( )( Smooth Stucco); Skylights A.)1A Pitch 3 ./z._ Soffit / Fascia 7t/. / S ( it' Vertical support posts and trusses to be tubular steel per Florida approved engineer. Gable Vent(s) Insulation k)/ oof x / Sides ) / Roof and sides to be of Galvalume steel sheeting per Florida approved engineer. Wind Speed: K120 MPH ❑ 130 MPH ❑ 140 MPH 0 2 AA. Eave posts to be anchored below ground and backfilled with concrete ,i Rail System ❑ Foundation: Ground Asphalt Concrete k Colors - -- Roof: L s\ $J G Sides: ,.'c, 4 D /1, / M L2-C., # 64444,isk* Trim: A / L " • C- 066:1-1 Soffit / Fascia: rt l! N'Gs Lk1 r Location - -- c . 4 `, C 8 �j u L Square with: RAJ G e Comments - -- �] j `��' -- e of \-D xi l• At sag 1 1 / -- 3'4_ k 2 7 `' W ..) JO � r✓ It .. I ` • . 1 I 1 (, , . , G A Building Permit -- (.s, ( ,(, f' �e / ,(' 0 j„) i 1, 4 m Power Available: Hoe ❑ Generator Installation to begin —, LA) f f O j„),-r, f A— .4.4 f A. • b- , 0 , weather permitting. Obstructions - -- m/014y-4- I 1; (L -o S F. A-t d v Pi 4 1 e p.v G All Balance:$ D n hbil9 f Acceptance of Cohtract / ( (p 7 4 ° / u p Metal Structures L.L.C. shall furnish materials in accordance with the above specifications for the price of: C� / ,a Tax ( %):$ ! ?V Customer shall pay Metal Structures L.L.C. the stated price for the materials on the following terms: 7 L ���c A down payment of $ // 0 6 6 e A' is due upon execution of this Agreement. N Total:$ At time of permitting $ .i4 3 b . e t . Due upon delivery of the materials $ 3 S 7 • . Purchaser is solely responsible for all permits and requirements as may be required by the permitting division of the county that is applicable. Purchaser agrees to pay material costs in full upon building delivery and understands that Installation and concrete costs are in addition to the purchase price shown above. Due to Inaeases in building materials all prices good for 90 days. All alterations or deviations from the above spedflcations, InvoMng extra oasts will be ere ited only upon written orders and an extra charge over and above the stated price will apply. All agreements are contingent upon strikes, accidents or delays beyond our control. Metal Strictures, LLC will use reasonable efforts to complete within a reasonable time period. The company shall not be liable for time delays as a result of raw material delays nor as a result of inclement weather or ads of God. Sale is final upon delivery of building materials. Cancellation of contract: $450.00 minimum. Owner of property to be solely responsible for all hazard & property liabiity insurance upon delivery of buiding materials to the job site. Any unpaid balance shall be paid in full upon delivery. Prejudgment interest on pest due accounts will accrue at the rate of 1.5% per month. Should collection procedures become • necessary, the purchaser shall pay any attomey's fees and costs incurred by Metal Structures, LLC In collecting the account in connection with any litigation to collect the account. Both parties hereby irrevocably waive their right to a trial by jury and agree that la • = -kes, FL shall be the exduslve venue for resolution of any disputes. In the event of litigation, either party shall have the right, but not the obligation to require that the patios submit all disputes (whether arisi • In tort or contract) to arbitration pursuant of the rules of the American Arbitration Assodation. To exercise such right, the party desiring arbitration shall be obligated to file a motion to abate any pending litigation nd • demand for arbitration within the 30 day period following the filing of an answer of counter Im by the other party. If neither party exercises such right within the time a0owed, the right of arbitration e - - • . Owner(s) Signatur Metal Structures L.L. Printed Name: By: - -- Owner(s) Signature: Printed Name: // / Printed Name: Date of Acceptance: �P I y Q DISCLOSURE STATEMENT. FOR OWNER CITY OF.ZEPHYRHILLS BUILDING DEPARTMENT have read and fully understand and 2, agree •to the provisions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, • that he or she said domicile, and same is not for actually occupies, or will occupy b1' with the following conditions: rent, lease or sale. That he or she shall comply 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent to the building. 3. That in the event various phases of construction are subcontracted, he will engage only licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require corrections and be u P made, the owner will assume full responsibility •to insure they are made, completion will call for a reinspection before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall constitute an official notice - to pay additional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc., where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one - family or two - family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. OWNER' S S IGN AI �/ /� 1 //l e%► V Otb, �:� j _ DATE � . �UU ADDRESS �....�� .. PHONE J WITNESS PERMIT # < 95.0` > 5 - o F • A o xr W � -------- -C(4 N y ii n orr c � VA oo . y � t y t7� rn v�o o o O td 0 b d 0 OV n o a a to cn to Z y a C x '"‹ <- • -•-•- 13.08' - .- .- • -• -.> ril O 4 rri , -ii PD a < -. -._ 24' - > 50.3' n T r r ■ • . \\N-) �% V C t...1 C _ n < --' -'- 24� . -.> y C'n /' xi til 9 A.‘ C Z-.)01V v'' i V u Z1) al" (1.' P ! , 3"' 1 r ;_-; W v ......i vrg _ . o. A _ a �< D N ' / ITl \ co N / / \ t7 J c j / 0 xi g; �+ 1 + -• • I m iz °d 2s< to e It d z �I ■ W fir -' \ / cn m 4 : 1 • // / - i t ' UI A a o � . _�� 5 J ` �� - z. i / x Z O •I CK mi....ft. 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C e z z g o ° 1 i 0 ea 1 a 0 p il 0 1 $ 1 '1 ti 3 � g g fa g �° C 0 0 gni 0 0 0 0 i x o ea PI o g g : ea 70 0 . .... D DOOR INSTALLATION INSTR & 1 Components USDoor Orlando, Florida 407 - 859 -6770 USDoor Mesa, Arizona ,480 -961 -0846. www.usdoor.com _ RIGHT DOOR i WARNING .y BRACKET THE FOLLOWING INSTRUCTIONS ARE INTENDED TO BE A GUIDE FOR 20 'CORRUGATED PROFESSIONAL DOOR INSTALLERS. LACK OF ADEQUATE KNOWLEDGE C r d • DOO R SHEETS e) G,1I4 POSE A THREAT OF SERIOUS INJURY TO THE NONPROFESSION - : . I © 3 3 ra" I.D. COG ROLL PIN SPRING 0 AX LE ® DRUM O ' ° � SPACER SIZE &QUANTITY „on.. VARY WITH DOOR SIZE TTf , o o ADJUSTING COG . TRACK BOLT Q �� �/ olio LEFT DOOR BRACKET © � r `� RIGHT ' °' '� ° ,� � � � ������������������ �� � �� �� � �� � %� � HEAD STOf ,. TRACK NUT i , • 2 �� � � a'. ° ' ~ / WSJ ®� $ �� i' I RIGHT 41 i ' DOOR GUIDE -__. _____." COTTER PIN O :11:1•0 0 a. HEAD STOP BOLT 0 1 1 PREPARED JAMBS B.0 LEFT HEAD STOP Q� GUIDE HEAD STOP NUT C j� WEAR STRII WEAR STRIP e . t"- ; 7 j� � � BOTTOM MINI LOCK (STD.) 111101r ST c=' - �� / BOOP BPLATE R ® LEFT DOOR GUIDE c�j / � �� ®OM BAR VIN BACK -UP PLATE a WEATHER STRIP l i��i� v . _ PULL ROPE LIFT HANDLE BOLT 0 0 - :BOP RA BAR EXPLODED VIEW r:.. NOT IS PART : FROM COIL 8 R H INSIDE ' HANDING L00 GWG R OD LIFT HANDLE OUT • LIFT HANDLE NUT IMPORTANT REMARKS ik DO NOT CUT THE BANDS WHICH HOLD DOOR IN A ROLL, YOU WILL BE INSTRUCTED AT A LATER TIME EXACTLY WHEN TO CUT THEM. NO GUARANTEE WILL BE GIVEN, OR RESPONSIBILITY ACCEPTED BY MANUFACTURER F. DOOR IS NOT ERECTED AS INSTRUCTED. FOLLOW ALL OF THE INSTRUCTIONS GIVEN FOR PROPER DOOR OPERATION. PLEASE REVIEW ALL INSTRUCTIONS PRIOR TO STARTING ACTUAL WORK. PARTS LIST. GIVE ROUGH OPENING SIZE WHEN ORDERING ? - ITEM PART NUMBER DESCRIPTION ITEM PART 'NUMBER DESCRIPTION i 1 U1200XX —X 3 3/8" I.D. SPRING, QTY. & SIZE WILL VARY 17 0210001 NUT, LIFT HANDLE, 1/4 -20 I: 2 U120181 ROLL PIN .25 x 1.5 18 U120167 BOTTOM BAR STOP PLATE LI 3 U120186 SPRING ADJUSTING COG 19 U120027 PULL ROPE, 1/4" YELLOW 4 U210017 BOLT, TRACK, 1/4-20 20 U240002 VINYL WEATHER STRIP, BULB ASTRAGAL ,„3 , 5 U120177 BRACKET, DOOR, LH 21 U130001— XXX BOTTOM BAR ANGLE, 1 1/2" x 1 1/2" X 6 U210001 ' NUT, TRACK, 1/4-20 22 U240001 —XXX BOTTOM BAR la • 7 U210081 3/16" x 1 1/2" COTTER PIN 23 U240021 —XXX WEAR STRIP, GUIDE 8 U210151 CARRIAGE BOLT, HEAD STOP, 1/4 -20 x 3/4" 24 N.A. PREPARED JAMBS, BY OTHERS 9 .U120047 HEAD STOP, LEFT 25 U130011 - -R GUIDE, TRACK RIGHT "�'t 10 U210002 NUT, HEAD STOP, 5/16 -18 26 U120046 HEAD STOP, RIGHT ., 11 U240004 —XXX WEAR STRIP, ATTACHED TO EXT. DOOR CURTAIN 27 1J120178 BRACKET, DOOR, RH 12 U19OO48- MINI LOCK, LATCH ASSEMBLY 28 U230100 -20 20" CORRUGATED DOOR SHEET G' 13 U130011 —L GUIDE, TRACK LEFT 29 U120182 DRUM, 9 1/2" DIA. t 14 U120Q,50 BACK —UP PLATE, 1" x 8" 30 U280200 —XXX AXLE TUBE. 1.0" DIAMETER 15 U210003 CARRIAGE BOLT, LIFT HANDLE,1 /4 -20 x 5/8- 31 U320090 SPACER. AXLE , 16 U120026 LIFT HANDLE, 5 1/2" 2. INSTALLATION CJ.S Doo DOOR INST N INSTRUCTIONS 0 & i Components BANDS �� I STEP 1 CHECK THE HEIGHT AND WIDTH OF THE DOOR OPENING AND VERIFY BANDS i THE MEASUREMENTS AGAINST THE SIZE SHOWN ON THE DOOR PACKING j SLIP AND THE LABEL AFFIXED TO THE DOOR (SEE FIGURE 1). � � IMPORTANT 16°0 � DO NOT CUT BANDS WHICH HOLD DOOR IN A ROLL. YOU WILL p , ! BE TOLD AT A LATER TIME EXACTLY WHEN TO CUT THEM. ����j STEP 2 �i % '" FIGURE 1 LABEL (A) CHECK DOOR JAMBS FOR PLUMB. ' (8) CHECK HEADER AND FLOOR TO BE SURE THEY ARE BOTH LEVEL. DOOR GUIDE RAIL LENGTHS (C) CHECK FOR PROPER DOOR GUIDE LENGTHS (SEE CHART 2D). DOOR HEIGHTS HEIGHT ADD ON DIMENSION (D) RAISE GUIDE UP IF NEEDED TO LEVEL THE DOOR ASSEMBLY. 7' -0' HIGH ONLY 6 1/4" (E) CHECK RAIN LIP DIMENSIONS, IF APPLICABLE (FIGURE 2A & 2C). UP TO 8' -4" HIGH 7 1 /2" (F) CHECK TO BE SURE THAT THERE IS SUFFICIENT CLEARANCE UP TO 10' -0" HIGH 9" AT THE JAMB AND AT THE HEAD (SEE FIGURES 2A ,2B & 2C). CHART 2D 3$ 3F3 [79.4mm] [79.4mm] 110101111111111.111.111111111.11 1 SELF DRILLING �7 0 UP TO 7' -O "HGT. 1 MASONRY ANCHOR 1 FASTENER ( o ALLOW 15 "MIN. ~[47.6mm] OR WOOD LAG ~ [47.6mm] u_ �.. ;i ®+ 8'°HGT. 7' -1 to - 4 BUILDING ' 14 0 1 0� HEADER � �� � ALLOW 16 "MIN. lit w BUILDING ox GUIDE i JAMB [38.5mm] ox JAMB [38.5mmj zQ HEIGHT 8 -5 to 10 -0 BY OTHERS w Q BY OTHERS w ADD ON ALLOW 17 "MIN. 1 1 /, JAMB EXTENSION HEADROOM 4 ® 4 ®DCOR BRACKET R BY CTHERS Note: when door is in open [6.4mm] [ 6.4mm] lZ - _ Imo position. bottom of door ref. . ' • ; re . / ` � is below top of Rough r, lUi _ Opening to give access MIT EXTERIOR to outside Lift handles. WALL DOOR --� _f" CU R TAI N I1 ! 11 1 1 OPENING DOOR HEIGHT 34 L 32 [88.9mm] 1 HEAD EPRACKET [88.9mm] ,_._-:.�_ HEAD C RACKET l°1 GUIDE -1 DOOR GUIDE DOOR GUIDE 18GA. GALV. 18GA. GALV. 3 i 3 STEEL 3 STEEL Minimum 1 [76.2mm] � ' [76.2mm] — I ill _. 1 /-- ; EDGE OF RAIN LIP--.„„ j -y EDGE OF RAIN LIP DETAIL AT JAMB (MASONRY & WOOD) DETAIL AT JAMB (STEEL BUILDING) FIGURE 2A FIGURE 2B FIGURE 2C 1 /4"x 5/8 "LONG ROUND HEAD TRACK BOLT �'T` 3/1 6"x1 1/2" COTTER PIN - . ��� f 'o BOTTOM BAR ANGLE DOOR BRACKET o O • IN UP POSITION I ° "� �1,. A. ' 1' 10 0 I 1 0 1 DOOR HEIGHT III O ® 6. � ... 1 III 1 r DOOR GUIDE I = 0 1 RATCHET TENSION o II I DEVICE FIGURE 3 STEP 4 FIGURE 4 BOLT BRACKETS TO DOOR GUIDES AS SHOWN ABOVE. INSTALL SPACER ON (RIGHT SIDE AXLE ONLY) THEN; STEP 3 SLIP BRACKETS ONTO AXLE ENDS, INSERT AND LAY DOOR ON FLOOR WITH THE BOTTOM BAR AT THE UP POSITION BEND COTTER PIN PROVIDED (SEE FIGURE 4). (12 O'CLOCK). MAKE SURE THE FLOOR IS CLEAR OF ANY NOTE: DOORS OVER 8' -4" HIGH HAVE A EXTENDED OBJECTS THAT MIGHT DAMAGE THE DOOR. (SEE FIGURE 3) DOOR BRACKET WITH A 10" ANGLE ATTACHED. 3. jDocar DOOR INSTALLATION IHSTRUCTIOHS & i Components .....,41100111 G Oil 0, . .. 4 il i kr ..,,,..0 1 I I 0 AFTER DOOR ASSEMBLY IS / p , � / FASTENERS REQUIRED IN POSITION, FASTEN THE / / BRACKETS TO THE BUILDING JAMB TYPE ANCHOR TYPE 011 IIIIII / MASONRY 5/16x1 1/2 SLEEVE ANCHOR SEE CHART AT RIGHT FOR / 1/4x1 1/4 TAP CON 1 STEEL li 01 FASTENER TYPE. ' 1/4x3/4 SELF DRILL / WOOD 5/16x1 1/2 WOOD LAG P , 1 1 A l i _ _ k _ p p 041.14,,,‘ _ OOR INTO P OSITION V INTERIOR RAIN LIP -� ,.�• /� BOTTOM BAR �: FIGURE 5 A , 1� BANDS • STEP 5 N`` - -f PLACE BOTTOM OF GUIDES AGAINST THE WALL AT DOOR JAMB (DOOR CENTERED IN OPENING), LIFT BOTH ENDS OF DOOR EVENLY AND WALK INTO POSITION AT DOOR HEADER.:WHILE ONE INSTALLER HOLDS DOOR IN PLACE, THE SECOND INSTALLER SHOULD VERIFY THAT DOOR IS CENTERED IN OPENING AND CHECK PLUMB OF GUIDES. IF DOOR IS NOT CENTERED IN OPENING, DOOR CAN BE EASILY MOVED LEFT OR RIGHT. ALLOW 3/8" CLEARANCE FROM CURTAIN ROLL END AND INSIDE OF VERTICAL GUIDE RAILS. ATTACH DOOR BRACKET AND GUIDE TO BUILDING AT DOOR BRACKET ONLY. DOOR BRACKETS SHOULD NOW SUPPORT DOOR (SEE FIGURE 5 ABOVE). NOTE: EACH BRACKET REQUIRES (2) FASTENERS TO ATTACH IT TO JAMB. DOOR � NOTE: POSITION OF BRACKET BOTTOM BAR A d t o ..... )....000010 0-.4 1 0 I 111111111 ... ..., . . . . . . 4 10 . . 1 0 , 3 1 ) Pur • .,L'/ BtV BAITRION OF BUILDING HEADER DOOR GUIDE DOORS UP TO 6' -11" HIGH DOORS 7' -O" HIGH AND OVER REQUIRE APPROX. 3 TURNS REQUIRE APPROX. 3 1/2 TURNS PRETENSION DOOR FIGURE 6B FIGURE 6C FIGURE 6A CAUTION' SPRINGS ARE UNDER TENSION AND DOOR COULD UNWIND IF LET GO. STEP 6 MAINTAIN COMPLETE CONTROL OF DOOR. ROTATE DOOR ROLL ASSEMBLY AS SHOWN IN FIGURE 6A ABOVE. AFTER ROTATING DOOR, CUT HOLDING DOOR IN "CYLINDER SHAPE" AND PULL DOOR INTO GUIDES ALL THE WAY DOWN, HOLD DOOR IN GUIDES. (SEE FIGURES 6B AND 6C ABOVE FOR NUMBER OF PRETENSION TURNS REQUIRED). 4. ( iSDoor DOOR INSTALLATION INSTRUCTION( . & i Components STEP 12 CHECK THE DOOR FOR PROPER SPRING BALANCE. . r 1 � COLD DOORS ri / IF DOOR LOWERS . EASY AND RAISES HARD, MORE SPRING TENSION ' °� NOTE /4: IS REQUIRED. ' :"-• ®� , ?. ��� O TO INSIDE OF GUIDE �" BOL HEAD IF `i" LOWERS HARD AND RAISES EASY, LESS SPRING TENSION LH ° : � IS REQUIRED. :in`' iJl� ` �� �� PROCEED TO STEP 13 IF ROLL UP DOOR IS NOT BALANCED. 1 ` I' �L / 000R CURTAIN WINDING BAR 1 /4 "CARRIAGE BOLT PLACE WINDING BAR 1 HEAD STOP CHANGING POSITION OF AXLE IN THROUGH BOTH SIDES ' ✓ THIS DIRECTION DECREASES LIFT OF AXLE AS SHOWN. �, j 1' 1 /4 "NUT l e III ADJUSTMENT HOLE HEADER . r INSTALLER FIGURE 7 1 STEP 7 O WITH CURTAIN STILL IN GUIDES, INSTALL HEAD STOPS WITH ONE 1/4" BOLT AND ONE 1/4 "NUT FOR EACH STOP AND TIGHTEN. p ' CHANGING POSITION OF AXLE IN THIS DIRECTION INCREASES LIFT FINGER LEVER _ O® n 1r LH BRACKET 10 11 I / �PI T N 1 DOOR GUIDE "LEAD IN" LIFT HANDLE / ~ � �I / � -�®' BOTTOM AR STOP � / FIGURE 13 STEP 8 FIGURE 8 INSTALL LIFT HANDLES WITH TWO 1/4" CARRIAGE BOLTS AND NUTS ON CAUTION OUTSIDE OF DOOR AT CENTER AND L.H. SIDE OF DOOR, ALSO INSTALL USE A PROPER ROUND 1/2 DIAMETER STEEL WINDING BAR OF STOP PLATES AT EACH END OF BOTTOM BAR WITH 1 BOLT EACH AS SHOWN. SUFFICIENT LENGTH TO COMPLETE FINAL ADJUSTMENT ON THE DOOR SPRINGS IF DOOR HAS MINI LOCK, LIFT HANDLE SHOULD BE LOCATED ON BOTTOM BAR DIRECTLY BELOW LOCK ASSEMBLY, SEE STEP 9 IF SLIDE BOLTS ARE PROVIDED. STEP 13 RAISE DOOR TO 12" FROM FULL OPEN POSITION: ADD ADDITIONAL SPRING NOTE: GUIDE MUST HAVE BOTTOM TENSION WITH WINDING BAR IF DOOR IS COLD. DOOR WILL START TO RAISE G. - , NOTCHED FOR SLIDE BOLT ON ITS O WN WHEN BALANCE IS COC FIGURE 13). REMOVE E XCESS SPRING TENSION WITH WINDING BAR BY LIFTING ADJUSTER , SPACERS PAW WITH FINGER LEVER ON OUTSIDE OF BRACKET AND SLOWLY RELEASING "DIA. = (5/16 "JAM NUT) SPRING TENSION 1/6 TURN AT A TIME IF YOUR DOOR IS HOT (SEE FIGURE 13). BOLTS I /�� 11 /4 "DIA. ■ 0 V e FLAT WASHER STEP 14 8 GA. GAL.. STEEL t:. n CYCLE THE DOOR UP & DOWN A MINIMUM OF 5 TIMES; NOW SLIDE BOLT LOCK k:, CHECK CHECK DOOR FOR PROPER BALANCE. REPEAT STEP 13 IF NECESSARY. (OPTIONAL) 3/8" WASHER , �/ I 4 "DIA. STEP 15 IF DOOR DRAGS IN GUIDES: (A) CHECK DOOR MOUNTING FLAT PLATE �NUTS BRACKETS FOR PLUMB. (B) ADJUST LOCATION OF GUIDES FOR P/N U320023 3/8" CLEARANCE FROM CURTAIN ROLL END TO INSIDE OF VERTICAL FIGURE 9 MATTER, SUCH AS DIRT, ETC. CO (D) CHECK CHECK STEP 9 LEAD -IN BEND AT TOP INSIDE OF GUIDES ( "LEAD IN" SHOWN IN FIG. 13). INSTALL SLIDE BOLTS (IF SUPPLIED) WITH BOLTS AND HARDWARE ON INSIDE OF DOOR, WITH STOP PLATE AS SHOWN IN FIGURE 9. STEP 16 IF DOOR DOES NOT CONTACT FLOOR LEVEL: (A) USE SPIRIT LEVEL TO CHECK WHETHER DOOR OR FLOOR IS OUT OF LEVEL. (B) CONFIRM DOOR SUPPORT BRACKETS AND GUIDES ARE LEVEL. (C) ROLL DOOR ALL THE WAY UP AND STEP 10 CHECK IF CURTAIN ROLLS STRAIGHT ON DRUMS, END OF DOOR SHOULD BE SQUARE. BOLT GUIDE RAILS TO BUILDING. KEEP 3/8" CLEARANCE STEP 17 FROM CURTAIN ROLL TO INSIDE OF VERTICAL DOOR GUIDE. SECURE ALL FASTENERS AND CHECK FOR PROPER LOCK OPERATION. RECOMMENDED SERVICE 1. LUBRICATE THE INSIDE OF DOOR TRACKS AS REQUIRED. /► 2.CHECK ALIGNMENT OF HEAD STOPS AND TIGHTEN ATTACHING NUTS AND BOLTS. 3. CHECK AND TIGHTEN ALL NUTS, BOLTS AND SCREWS ANNUALLY, THIS BOTTOM BAR 4. MAY BE REQUIRED MORE FREQUENTLY FOR HIGH CYCLING DOORS. INSIDE PULL ROPE 5. USDOOR RECOMMENDS: SERVICING ANY PART OF COUNTERBALANCE SYSTEM INCLUDING SPRINGS, DRUMS, AND AXLE BE PERFORMED BY FIGURE 11 QUALIFIED DOOR SERVICE PERSONNEL ONLY, USING USDOOR PARTS OR APPROVED EQUAL. IMPORTANT SAFETY NOTICE STEP 11 1.OPERATE DOOR ONLY WHEN PROPERLY ADJUSTED AND FREE OF OBSTRUCTIONS. DROP PULL ROPE THROUGH HOLE IN CENTER OF BOTTOM BAR 2.00 NOT PERMIT CHILDREN TO OPERATE OR PLAY WITH ROLL UP DOOR. AND KNOT BOTH ENDS OF ROPE (SEE FIGURE 11 ABOVE). 3.SHOULD DOOR BECOME HARD TO OPERATE, CONTACT A QUALIFIED DOOR AGENCY. PART No. U160033 rev. 01.03.08 cdw ` `• MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE ORRICE (BCCO) 140 WEST FLAMER STRUT, SUITE 1663 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Union Corrupting Company 701 Sank King Street FaysttarWe, NC 23002.0229 Scone: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed the Authority Having J�aisdiction (AHJ). by This NOA shall not be valid after the expiration date stated below. The Miami Dude County Product Control Division (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material Sias to perform in the accepted manner, the mannScuser will incur the expanse of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to net the requirements of the applicable building code. This product is approved as described herein, and has boa designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Master Bilk Metal Boot Passel LABELING: Each panel shall bear a pe nent label with the aanufactures name or logo, city, state and the following sbten it: 'Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration detect if there has been a revision or change in the materials, use, and/or manufacture of the product or pewees. Misuse of this NOA as an endorsement of a product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply any section of this NOA shall be cause for termination and removal of NOA. A the DVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by expiration date may be displayed in advertising literature. If any portion of the NOA u displayed, they it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its chstributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No4 S2 -726.6 tapirs*. Don 7 Noir Approval Dort oNISS Pap l et 6 —r I I � I ( I � I i • 4 w 1 3 S 0 _ fir • n 3 I 0 H p C < i l ct 4 Q3 i ) r� Q N 4) Q i 0 1] o 0.4. • I I ( t I j � A T�r��rt�uyr �r� � T ` �k Ut1NR CORRUGATING 'G ft` Ma.terRlb Panel W. IOW R u COMPANY z v 1e1 soww wwc IT 4 lesloome - raryon 3-a6-2196 o nemlMUt, K UM Gips • or Arses was 911-I11M 4.110s rW limn - MASTERRIB Nianti uitu,('►ti R('( ('Ifl►I►('►►(t(•(1 \Ictal RO(►tiflL; I'a (.tticic with <35' mean roof height. 3/12 to 12/12 pitch fix 120. 115, 130 mph wind speeds Based on ASCE 7-98 (Compliance with Florida Bldg Code 16061_ nn .ASTM A-653 (:90 Barr Galvanized. .-732 AZ55 Bare Cahalume® and A -735 Painted Cahaniad or Gahalume ®. • ' l 1,2218 Impact Resistance ( Hass 4, L'l. 790 Fire Resistance Claw A. L:1.5140 Uplift. (:laws 90 (' <ntsructio n Number 584. Florida Budding (xie Approval #FL2287. Texas Depwimr a of Insurance Approval #116 Bare or Painted Calvalwne ®. MAXIMUM ALTERNATE FASTENING SCHEDULE ON CENTER SPACING OR FASTENER ROW IINi Wind Speed Type Placement Fastener 120 mph 135 mph 150 mph To Size Zone ( Zone Zone Zone Zone Zone 1 1 2 &3 1 2 &3 1 2 &3 12 Ga.. 16 Ga. 012 -14 x 1" 30 19 29 15 24 i 12 TCP3 I Metal 18 Ga. to 20 Ga. #1/4 -14 x 7/8" 30 20 30 16 25 13 TCP1 Screw #114 - 14x 7/8" 30 20 30 16 25 13 22 Ga. to 24 Ga. TCP1 �� #1/4- 14x7/8" 23 12 18 10 15 8 - _ TCP1 NW The fastener spacing in the trim area for different zones is half of the fastener spacing shown in tables or 24" whichever is smatter. . 1 1 1 1 1 1 1 t Zone 2 a r �,+ t f, . 1' ' i i I " I Ridge s a I/ ' Zone 1) s Gable t N Zone 3 Fave I ,,,\, Note: Dimension la) is defined as 10% of the minimum width of the building or 40% of the mean height of the roof, whichever is smaller, however, W cannot be less than either 4% of the minimum width of the building or 3 feet. ' C. Spacing ;I MOM 41011111111 PM TARES 1. The section properties of the panels were calculated fused 1,n AISI 1996 2. The allowable an cakulation is hosed on pawl strength and fasteners capacity in different substrates for three or more span conditions. The different substrates should he designed )w others to earn• brads imposed on the panels and substrates. S. The fastener pullout and pulkwer brads are based on using wsxXI screws (#9 -16) and (010-12); Teks ( 010 -16) and ( 012 -14): tapteks ( #1/4 x 14) data sheets. 4. Le on Sidelaps *14 x 7/8' tapteks 30" O.C. 5. The panel maximum spans have been restricted to 30 ". • t .,}. i e�d. • st MASI ,E R RI B \1;i11i11,tf 1,„-,•,-,. Rt it(1((1 11(1:11 1ZOr)1 1',t!(11 (ch with <S5' mean roof height. 3/12 to 12/12 pitch for 120. 135. 150 mph wind speeds Bawd on ASCE 7 -98 (Compliance with F1onc!a Bkfg Gale I61)6 ASTM A-653 (:90 Bare Gal iced, A -792 AZ55 Barr Cahalunte® and 4755 Painted ( or G kval ume ®. t (1.2218 Impact Resistance (lass 4. U(. 790 Fire Resisrrnce (:1a$ A. UL 580 Uplift (lass 90 Contrauction Number 584. Dace County, FL Appnwed VOA No.: 02.0 726.06. Fkxida Building Code Approval 1FL72. Texas Department of Insurance Appnnak #116 Bare or Painted (' ®. MAXIMUM ALTERNATE FASTENING SCHEDULE ON CENTER SPACING OR FASTENER ROW IN! Type Placement Fastener Speed Fastener 120 mph 135 mph 150 mph To Size Zone 11 Zone 1 Zone Zone Zone I Zone 1 1 2&3 1 ( 2&3 1 ( 2&3 12 Ga. to 16 Ga. #12 - 14 x 1" TCP3 36 33 36 26 36 i 21 Metal 18 Ge. to 20 Ga. #1/4-14 x A8" 32 36 25 36 21 TCP1 Screw 22 Ga. to 24 Gas *1/4 7'8 25 36 19 30 16 26 Ga. #1/414x718" 23 12 18 i 10 15 . TCPt 8 Mt The fastener spacing in the tnm area for different zones is hate of the fastener spacing shown in tables or 24" whichever is smaller. IOM 2 , ../ti, ar a Ridge I t1 , i / am a . I . 1 \ \ \\ Gable j . ZOZone 3 Fatre Mole Dimension fag is defined as 10% of the minimum width of the building • .c. , . or 40% of the mean height of the roof, whichever is smaller, however, h) I j , cannot be Tess than either 4% of the minimum width of the building or 3 feet. • M M AIlORINILE ORIN 11111.81 1. flee seruon properties of the panels were cakukated based on AISI 1996 2. The allowable span rakukition is based on panel strength and fasteners capstcn in different substrates for three ice more span conditions. The different iulw-atex should he designed by others to care krad+ imposed o n the paneb and substrates. 3. The fastener pullout and pulkwer krais are hatted on using worud screws (#u9 -16) and (#10 -12); Teks (810 -16) and ( #12 -14); lapteks ( #1/4 x 14) data shuts. 4. Use on SideFaps #14 x 7/8" l:apteks 30" O.C. 5. The panel maximum spans haute horn restricted tau SO ". UNION CORRUGATING COMPANY P.O. Box 229 • Fasetteaille, NC 28302 • (910) 483-2195 • Fax: (910) 483-1091 www.unioncorrug SPENDIR S � SUPPLY ANDERSON SIDE SUPPLY 7�t�ON% ).� c OR ANGE E IT EL ROOFING POOOUC13 UAMCO METAL PRODUCTS vtQ METAL l ooUCTS t1R17'ON NEDIS NC iNU TI ERSON. sc evic t. VA a Ali FL VICKSBURG. MS PIxA. Rev. 11-04 tr • , . • - 1 Yebtied*: ' ttIM-IN IMP 1111 1111,011 OW M 20 O 123J ' r CCOt 1 1 t2 2000 WOO IS MS 1 A.IsIlicIPIO3 woe*. Towara qvg..valsuppi swcus ,. II -....., ;••••-- . . • • ..---,, ,,---. < < `..---. Ili ra— 4 ' cc Lo — — —, 0 . _._ c z 2,_ z —, -- '..,-., , -- z , 7). z - E-- z .., o ' z: I---- c , . cd! , - ,..c, ... Z .,...: ,..-N wi z ,--,, ,.- a., •■■■•■ < .--- < '--- .‹ ! Pr..../ I 0.=.1. I = ',.. r 0 VI ■ 4, ) r = ' ■ E--., z! Z, • L., .3 ,... ....,, 1 =1 ••••• , fl., v n , ...,.....= ' ! Cr : •:' 4 ' 2 C4i ,---,'-' Z ■ i " . 0 X <1 e"■••.; 4 Q.. .....;: z z ! z z 0 < < .----, cr: ,,,-,.. --- ._._, ..'s . a , c.74, V . Z r-- ,-. < . • , . < L.4.- E-1 - 00 ''' c •--., n .-- Cf)i c ...... .,--- -- < - - i ,...J •--, `,.., C ,--: r ' .41 t t . , 717 846 - 3747 Fax 717- 846 -0355 HR Engineering, Inc. 1418 E. Market St., Suite B York, PA 17403 14 March 2007 Bill Van Laarhovun Metal Structures 7329 Land 0 Lakes Boulevard Land 0 Lakes, FL 34639 RE: Fabral GrandBeam Metal Roofing Dear Mr. Van Laarhovun; At the request of Fabral, I am writing this letter concerning the installation of their GrandBeam metal roofing panels on buildings located in Palm Beach County, Florida. Fabral installation instructions require that GrandBeam be installed on a minimum slope of 3" to 12 ". The roof slope of all buildings using GrandBeam must comply with this minimum requirement. Recently, in accordance with 2006 Supplement to the 2004 Florida Building Code Section 1504.3.2, testing was performed to UL 580 on the GrandBeam at Architectural Testing, Inc. This is ATI project 70328.01- 109 -44, and their test report bears that number. The specimen consisted of 26 gage steel panels installed with Fabral's standard fasteners and in accordance with their "Design Manual" on supports spaced at 4 feet. The roofing achieved a UL rating of Class 90 and enhanced value 135.0 psf uplift. Using the usual factor of safety equal to 2.0 for roofing, the GrandBeam achieved an allowable design wind load rating of +/ -67.5 psf. Utilizing 2006 Supplement to the 2004 FBC Figure 1609, the maximum basic wind speed for Palm Beach County will be 140 mph, and Table 1609.6.2.1(2) requires a maximum wind pressure uplift of 56.2 psf for roof zones 1 and 2, with a maximum uplift pressure of 83.1 psf for roof zone 3 (near Corners). From the above, the standard GrandBeam installation, with supports spaced at 4 feet, is adequate for roofs in zones 1 and 2. For zone 3, the support spacing must be a maximum of 2 feet. I trust that this adequately covers the installation of GrandBeam. If there are any questions, or if anything additional is required, please advise me. Sincerely yours; Allen N. Reeves, PE Florida License No. 19354 �f /"1ARcN 2 oe7 ANR:anr Cc: 07030008 -2 file & Fabral • F,AB METAL WALL ANTE ROOF SYSTI MS GRAN DBEAM INSTALLATION INSTRUCTIONS : of .a • • . ' E�x.+'yyra•,w.rtlrht "3.IF'a -° • . Rt. 3, Box 632 2402 Industry Way 55 Lamb Loop Idabel, OK 74745 Cedar City, UT 84720 Tifton, GA 31793 Phone: 800- 926 -8509 Phone: 800- 432 -2725 Phone: 800- 749 -8144 Fax: 800 -289 -6007 Fax: 800- 380 -4784 Fax: 800- 632 -2725 26 gauge GrandBeam is suitable for both roofing and siding applications. 29 gauge GrandBeam is suitable for siding applications only and is not recommended for roofing applications. Grandbeam requires a minimum of 3" in 12" slope on the roof trusses. Note: Specifications subject to change without notice or obligation to make changes in products previously purchased. FAB RALI METAL. WALL AND ROOF SYSTEMS GRANDBEAM INSTALLATION INSTRUCTIONS , i l � } p , , +yB t r k 1 WI" C.r ..... . ;; 9 tike , r ,..., ..""5 ! a "' u .S • >'•' a s s K , llf.4 . 4 . t _ ')' *1Y. 'h am ~ h „t T t. - ^"f-i ' z �"'�.t�.� t� Z?y� —' _ . :ors Rt. 3, Box 632 2402 Industry Way 55 Lamb Loop Idabel, OK 74745 Cedar City, UT 84720 Tifton, GA 31793 Phone: 800 - 926 -8509 Phone: 800 - 432 -2725 Phone: 800- 749 -8144 Fax: 800- 289 -6007 Fax: 800- 380 -4784 Fax: 800 -632 -2725 26 gauge GrandBeam is suitable for both roofing and siding applications. 29 gauge GrandBeam is suitable for siding applications only and is not recommended for roofing applications. Grandbeam requires a minimum of 3” in 12" slope on the roof trusses. Note: Specifications subject to change without notice or obligation to make changes in products previously purchased. Table of Contents Installing with no eave or soffit box ......................... 3 Installing with eave or soffit box ............................. 5 DetailA ............................. ............................... 8 DetailsB &C 9 Details D & E ........................ 10 Sidelap Detail and Fastener Locations 11 2 • Metal Frame Carport or Shed Not Incorporating Eave Overhang Or Soffit Box When a carport or shed does not incorporate a Soffit Box, the roof panels simply follow the contour of the structures frame and wrap around the eave location. This produces a unique panel installation which begins at the ridge location rather than the eave. All flashing and trim that fit over the rafters of the structure should be in place before installing the panels. Do not fasten these flashings through the top of the rafter due to interference with the panels. Limit 26 gauge GrandBeam panels to no greater than 27'6" for ease of handling. Limit 29 gauge embossed GrandBeam panels to 18'6" for ease of handling. NOTE: 29 gauge embossed GrandBeam is for siding purposes only, not roofing. 1. Begin panel placement approximately 3" to 3 1 /2" down slope from the center of the ridge. After the panel has been determined to be square, install #12- 14x1" HWH SDST screw with sealing washer through each flat of the panel and into every rafter location. The correct location for the fastener is in the flat part of the panel, directly before the rise of the panel rib (Detail A). Gable ends receive two fasteners in the flat (see fastener location detail). Do not place fasteners in the lower flat (at first rib) of the panel at this time. If more than one panel is needed per course, complete the course using the standard GrandBeam sidelap detail. Install panels so sidelaps are staggered from those of the previous course. 2. Install the next panel or course making sure that the correct GrandBeam panel endlap is being achieved. The lower portion of the GrandBeam panel will have to be lifted slightly, giving the panel being installed, the ability to fit under the lower rib of the previously installed panel. The bottom hem of the previously installed panel should fall over the anti - siphon channel of the panel being installed (Detail A). The 3 panel lap will be secured using a #12 -14 x'/" stitch screw with sealing washer at each rafter location (Page 10 — Fastener Location). With this accomplished, the under - lapping panel can be fastened down with the exception of the lowest rib. With this panel securely in place, now the lower rib of the overlapping panel can be fastened in place. 3. Continue steps 1 and 2 for the remainder of the roof allowing the panel to follow the contour of the structure's frame at the eave location (Detail E). If it is desired to continue the panels down the sidewall, do so using the same technique as step 1 and step 2. 4 . With all of the panels in place, the ridge cap can be fastened to the upper leg of the GrandBeam panel. Install #14- 14x1" Stitch Screws every 12 inches on center to secure the ridge cap (Ridge Detail). 4 Metal Frame Carport Incorporating Eave Overhang or Soffit Box Limit 26 gauge GrandBeam panels to no greater than 27'6" for ease of handling. Limit 29 gauge embossed GrandBearli panels to 18'6" for ease of handling. NOTE: 29 gauge embossed GrandBeam is for siding purposes only, not roofing. 1. Install eave flashing using #12 -14 x 1" HWH SDST screw with sealing washer. Drive fastener through eave flashing into support, every 24" or at every support location. Only install fasteners into fascia leg of eave flashing. Do not place fasteners through upper leg of eave flashing due to possible interference with the panel. Upper leg of the flashing will be secured when panels are installed. 2. Install the gable flashing(rafter flashing), if required, using #12 -14 x 1" HWH SDST screw with sealing washer every 24" o/c (Detail B). Do not install fasteners on the top of the rafter due to possible panel / fastener interference. 3. With the eave and gable(rafter) flashing in place, the first GrandBeam panel can be installed. Panel placement should begin at the eave working up -slope toward the ridge. Place the first panel so that the panel hem overhangs the eave by approximately 1 "- 2 ". Once the panel has been determined to be square, place a #12- 14x1" HWH SDST screw with sealing washer through each flat of the panel and into the rafter. The correct location for the fastener is in the flat part of the panel, directly before the rise of the rib (Detail A). Continue this fastening technique across the entire length of the panel at every rafter. This first panel or course, will require an additional fastener at the eave location. This fastener will hold the panel flat and secure at the eave (Detail C). Gable ends receive two fasteners in the flat (see fastener location detail). If more than one panel is needed per course, complete the course using the standard GrandBeam sidelap detail. Install panels so sidelaps are staggered from those of the previous course. 5 4. After the first panel has been secured, the next panel can be installed. Attention needs to be given to correctly endlap the GrandBeam panel. The hem of the panel being installed needs to be placed over the edge of the previously installed panel's anti - siphon channel (Detail A). The panel lap will be secured using a #12 -14 x 3 /" stitch screw with sealing washer at each rafter location (Page 10 — Fastener Location). After determining that the panel being installed is square, a single #12- 14x1" HWH SDST screw should be placed in each panel flat, directly before the rise in the panel rib (Detail A). Be sure that all fasteners are going into the rafters. Fasteners should be placed at every rafter /support location. Repeat this step for all remaining panels with the exception of the final panel installation. 5. The installation of the final panel (the panel closest to the ridge), can be accomplished using two different methods based on the building width and roof pitch. Method 1: Install the final panel following the same procedure as that of the previously installed panels. If the top of the panel extends beyond the ridge area, trim excess before securing the panel. Method 2: In some cases trimming of the final panel can be avoided by shifting the final panel down, creating an overlap of one full rib (Detail D). Fasten the panel using the same steps as that of the standard panel overlap. 6. With all of the panels securely in place, the J or gable trim can be installed to finish off the edges of the GrandBeam panel's at the gable ends. This trim should fastened into each rib of the GrandBeam panel using #14 -14 x1" type A stitch screw with sealing washer (Detail B). 7. After all panels and trim have been installed, the ridge cap can be fastened in place. The ridge cap is installed using #14 -14 x 1" type A stitch screws, every 12" o/c on both sides of the ridge. The fasteners should pass through the ridge cap and into the 6 GrandBeam panel directly above the anti - siphon channel (Ridge Detail). If the top of the panel has been trimmed, it no longer retains the anti - siphon channel. If this is the case, fasten the ridge cap into a convenient panel location every 12" o/c on both sides of the ridge. 7 DETAIL A CORRECT FASTENER LOCATION FOR GRANDBEAM PANEL STANDARD GRANDBEAM ENDLAP RIDGE DETAIL #14- 14x1" TYPE A STITCH SCREW ANTI - SIPHON CHANNEL WITH SEALING WASHER 8 DETAIL B #14- 14x1" TYPE A STITCH SCREW WITH SEALING WASHER GRANDBEAM PANEL ' RAFTER #12- 14x1" HWH SDST SCREWS SCREWS WITH SEALING WASHERS ADDITIONAL FASTENER AT EAVE EAVE #12- 14x1" HWH SDST SCREW WITH SEALING WASHER DETAIL C 9 Fastener Location STANDARD, FASTENER LOCATIONS FASTENER LOCATION AT GABLE ENDS #12 -14 X 1" HWH SDST SCREW WITH SEALING WASHER. USE STANDARD FASTENING 3 32" X 1" GRANDBEAM SCHEDULE LAP TAPE UP AND 5 „ OVER RIB AND FLATS OVERLAP PANEL k 1 1 _ 4 RAFTER 2 2., _ _ 2 2.. SIDELAP DETAIL 10 DETAIL D GRANDBEAM ANTI - SIPHON CHANNEL #12 -14x1" HWH SDST SCREWS WITH SEALING WASHERS FULL RIB ENDLAP USE AT PANEL CLOSEST TO RIDGE CAP (Secure with stich screw) GRANDBEAM PANEL FOLLOWS CONTOUR OF FRAME / RAFTER DETAIL E 11 FAB RAL METAL. WAIL AND ROOF SYSTEMS • Corporate Office 3449 Hempland Road, Lancaster, PA 17601 Additional Locations Rout 24 West, Gridley, IL 71744 308 Alabama Blvd., Jackson, GA 30233 Route 3, Box 632, Idabel, OK 74745 2402 Industry Way, Cedar City, UT 84720 1820 East 26 Street, Marshfield, WI 54449 111 Slate Hill Road, Mooresburg, TN 37811 1665 Old Concord Lane, Hopkinsville, KY 42240 719 Garland Street, Columbia, SC 29201 160 N. Stewarts Lane, Danville, KY 40422 East 6207 Desmet Avenue, Spokane, WA 99212 4570 Ridge Drive NE, Salem, OR 97303 600 15 Avenue NE, St. Joseph, MN 56374 761 W. Henri De Tonti Blvd, Springdale, AR 72762 8800 Blackjack Road, Mt. Vernon, OH 43050 404 East Dallas Road, Grapevine, TX 76051 55 Lamb Loop, Tifton, GA 31793 www.fabral.com e -mail address: fabinfo @fabral.com © Fabral 2003 n \mil` bit -ru uIx rnmptin■ F -324 98 -32 -026 3/07 2K APC a Building Code Online inip.ii ry ry rv.l,,,, iuuuuuuLub... b, r., r - - o- '...... :, ' .°:'"M :"' it BCIS Home Log In User Registration: Hot Topics: Submit Surcharge: Stats & Facts: Publications: FBC ., • ilk*, — 4 1111111111o ' I ' Product Approva " t " ^ ;.USER: Public User , Cc ir:attn ,ty , f a u s Product Approval Menu > Product or Application Search > Application List > Application Detail FL11206 R1 ` Application Type Revision # , m Code Version 2007 " � Application Status Approved Comments Archived r Product Manufacturer Pella Corporation Address /Phone /Email 102 Main St. Pella, IA 50219 (641) 621 -6096 pellaproductapProval@pella.com Authorized Signature Hughes Alan hughesaj @pella.com Technical Representative Alan Hughes Address /Phone /Email 2000 Proline Place Gettysburg, PA 17325 (717) 338-1165 hughesaj @pella.com Quality Assurance Representative Ali Zarghami • Address /Phone /Email 102 Main St Pella, IA 50219 (641) 621 -1000 zarghamia@pella.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By James L. 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NO 3113VI 321fISS32ld MOONM 33S '11391311 3 . 0 J z Zw ZS C�i Vyya X - 63:: c i I-- 0 § § § N.; ' il 1.0 4 6 5 1 1 1 P 0 v , 3 % 0 '=' z P d' w W O ' K K K U 5 t9 g s m z Z 2 �` z 0 U 0 . Mi l e i IPItai W ° q a . .q Q La si gl 1 eg Al /1 ip z?ngi L O 1 7...i 6 - T1 , 1 2 $ ggggii l i5101 ! g 1411 1 0 4D 11 lel 1115401 .1 0 ,-, n x t " = M ° p� } j X m V! i t i Z ii 0114 lb ■ ingtillit gii E Certificate of Com 'fiance Certificate Number 20061017 - R3791 Page 1 of 2 Report Reference R3791- 04NK05089 ,05NK08192,06NK03372,06NK14 Issue Date 2006 October 17 Underwriters L Laboratories Inc., Issued to: Ceco Door Products, An Assa Abloy Door Group Co. 9159 Telecom Drive Milan, TN 38358 This is to certify that Doors, Swinging, Exterior representative samples of Honeycomb, Steel stiffened, Polystyrene, Polyurethane and Mineral Core Doors Models Regent (Omega), Medallion, Legion (Ultra), Imperial (Versadoor) and Fuego Have been investigated by Underwriters Laboratories Inc. ® in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: See addendum page 2. Additional Information: See addendum page 2. Only those products bearing the UL Classification Mark should be considered as being covered by UL's Classification and Follow -Up Service. The UL Classification Mark includes: UL in a circle symbol: with the word 'CLASSIFIED" (as shown): a control number (may be alphanumeric) assigned by UL: a statement to indicate the extent of UL's evaluation of the product; and the product category name (product identity) as indicated in the appropriate UL Directory. Look for the UL Classification Mark on the product Reviewed by n +y y } k } t au a t 7 ;i A , ; fd>rt'� Ya k 4Sj,t - n p 2 ri 5 In `a ,] " t i r a er La orie$ -' lhe, t A 4 E t at ? Fi Certificate of Compliance Certificate Number 20061017 -R3791 Page 2 of 2 Report Reference R3791- 04NK05089 ,05NK08192,06NK03372,06NK14441 Issue Date 2006 October 17 Underwriters 4 Laboratories Inc.rr, This is to verify that representative samples of the product as specified on this certificate were tested according to the current UL requirements. Standard (s) for Safety: ANSI A250.13 - Testing and Rating of Severe Windstorm Resistant Component. ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Doors Skylights & Curtain Walls by Uniform Static Air Pressure Difference. ASTM E1886 - Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors & Storm Shutters Impacted by Missiles and Exposed to Cyclic Pressure Differentials. ASTM E1996 - Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Windbome Debris in Hurricanes. FBC Protocols TAS201 - Impacted Test Procedures, TAS 202 - Criteria for Testing Impact & Non - Impact Resistant Building Envelope Components Using Uniform Static Air Pressure and TAS 203 - Criteria for Testing Product Subject to Cyclic Wind Pressure Loading. Approved for use in the High Velocity Hurricane Zone (HVHZ). Additional Information: Design Pressure up to +/- 70 PSF. 18 gauge minimum - 3080 maximum singles. 16 gauge minimum - 4080 maximum single & 8080 maximum pairs. Flush or Glazed doors - Steel applied or flush kits - 1/4" Polycarbonate or Glasslam Safety Plus 2 glazing. Bedding is closed cell foam tape 1/8" x 1/2 ". Glasslam must be glazed with Dow Coming 995 structural silicone. 24" maximum visible glass width & 66" maximum visible glass height. Multiple kits allowed. �' P Y , f Ft�viawed by ! u aA rt � �� � t f } �� ���15, y tY�� , fi i#14k f�0 r l t�tClt11A j t x YP4. ,r'. ✓��ra4� it w r ,i. 'Ph rF^#t COItiVY1,t 01 . lsk1b T11'a t OrlfR1 11C. f '§ {2 ilk ' • • ANSI A250.11-2001 • Revision of SDI-105 H ' lir • i •13. :. c ,,,.......,, . ...÷.........±...:_,..„,_ . It 7...,,,,,.....,... _.,.. 1,04Vek"1-3' 'AI ..--- ii.W.', ' a i ■ ;- := 2 = - .. at.; ■,-'- 't ' ....—,.,,„— . '' ' - l ' .•.x",;: e'f'11.1 ff .:''' 7 JP, + Recommended Erection Instructions for Steel Frames izi -- .. i • . ''' _.- .. •t . V .. . - 1 • -'1,:tiii. ',' ,f1.,-. e ir : ,.. —v ,-!. : , , , ,..1-•...-, ,...,1*,-.. iw ... it. - ...., _ ) , .. • i ........4,, •-.t.,,,, " --- -- . • , -- •(4,...,.....- . .- . ..,.., :....3- SPONSOR Steel Door Institute Approved March 30, 2001 -:- ,:-... , ,.. ::::- : ..,.• ,..---„----.,.;,-....,.. - ..:.„ : ,,,.......... ..: . ANSI ,.......: . , <, : ...•.._ ...,: ,,.,.... , . .. . .. . . . .., , • ANSI® A250.11 -2001 Revision of SDI -105 American National Standard Recommended Erection Instructions for Steel Frames Secretariat , Steel Door Institute Approved March 30, 2001 American National Standards Institute, Inc. • American Approval of an American National Standard requires verification by ANSI that the requirements for due process, consensus, and other criteria for National approval have been met by the standards developer. Standard Consensus is established when, in the judgement of the ANSI Board of Standards Review, substantial agreement has been reached by directly and materially affected interests. Substantial agreement means much more than a simple majority, but not necessarily unanimity. Consensus requires that all views and objections be considered, and that a concerted effort be made toward their resolution. The use of American National Standards is completely voluntary; their existence does not in any respect preclude anyone, whether they have approved the standards or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not conforming to the stan- dards. The American National Standards Institute does not develop standards and will in no circumstances give any interpretation of any American National Standard. Moreover, no person shall have the right or authority to issue an interpretation of an American National Standard in the name of the Ameri- can National Standards Institute. Requests for interpretations should be addressed to the secretariat or sponsor whose name appears on the title page of this standard. CAUTION NOTICE: This American National Standard may be revised or withdrawn at any time. The procedures of the American National Standards Institute require that action be taken periodically to reaffirm, revise, or withdraw this standard. Purchasers of American National Standards may receive current information on all standards by calling or writing the American National Standards Institute. Published by Steel Door Institute 30200 Detroit Road, Cleveland, Ohio 44145 -1967 Copyright © 2001 by Steel Door Institute All rights reserved. No part of this publication may be reproduced in any form, in an electronic retrieval system or otherwise, without prior written permission of the publisher. Printed in the United States of America ANSI A250.11 -2001 Contents Page Foreword iii 1 Scope and references 1 1.1 Scope 1 1.2 Reference documents 1 2 Storage and installation 1 2.1 Storage of frames at the job site 1 2.2 Grouting of frames 1 2.3 Assembly of frame /anchor provisions 1 2.4 Installation tolerances 2 3 Plumbing and bracing frames 2 3.1 Plumbing the frame 2 3.2 Bracing the frame 2 3.3 Spreader 2 4 Accessories 2 4.1 Install rubber silencers 2 4.2 Extended base anchor 3 5 New masonry construction 3 6 Existing masonry construction 3 7 Steel stud wall construction 4 8 Double egress frames in steel stud wall construction 5 8.1 Erect frame 5 8.2 Anchor jambs 5 8.3 Anchor header 5 9 Wood stud construction (studs erected with frame) 5 9.1 Erect frame 5 9.2 Anchor installation 6 10 Wood stud construction (studs erected before frame) 6 10.1 Rough opening 6 10.2 Installation 7 11 Slip -on drywall 7 11.1 Rough opening 7 11.2 Installation 8 Page Figures 1 Plumbing the frame 2 2 Bracing the frame 2 3 Spreader 2 4 Rubber mutes 3 5 Extended base anchor 3 6 New masonry construction 3 7 Anchors 3 8 Existing masonry construction 3 9 Anchors 4 10 Steel stud wall construction 4 11 Channel type steel stud 4 12 Erect frame 5 13 Anchor jambs 5 14 Anchor header 5 15 Erect frame 5 16 Wood stud wall construction 6 17 Wood studs 6 18 Rough opening 6 19 Wood stud construction 7 20 Wood stud anchor 7 21 Rough opening 7 22 Align corner gussets 8 23 Level and square frame 8 24 Anchor adjusting screw 8 25 Fasten base anchors to wall stud 8 Annexes A Tolerances 9 B 10 ii Foreword (This Foreword is not part of American National Standard A250.11 -2001) The material contained in this document has been developed under the auspices of the Technical Committee of the Steel Door Institute. Suggestions for improvement gained in the use of this standard will be welcome. They should be sent to the Steel Door Institute, 30200 Detroit Road, Cleveland, OH 44145 -1967. The organizations that have approved this standard are part of the ANSI A250 Accredited Standards Committee, formed February 8, 1991, and are as follows: American Institute of Architects Architectural Woodwork Institute Builders Hardware Manufacturers Association Door and Hardware Institute Factory Mutual Research Corporation General Services Administration International Conference of Building Officials Intertek Testing Services Insulated Steel Door Institute Manufactured Housing Institute Hollow Metal Manufacturers' Association /Division of NAAMM National Association of Home Builders Steel Door Institute Underwriters Laboratories Inc. Wood Door Manufacturers' Association The Technical Committee of the Steel Door Institute, which has developed this Standard, had the following personnel at the time of approval: Claus D. Heide, Chairman Tom R. Janicak, Vice Chairman J. Jeffery Wherry, Manager Organization Represented Name of Representative Amweld Building Products Inc. Allan Ashachik Benchmark Commercial Doors Wendell Haney Ceco Door Products Tom R. Janicak Curries Company Stan L. Horsfall Deansteel Manufacturing Co. Claus D. Heide ' The Kewanee Corporation Jason Lisewski Mesker Door Company Tim Jarvis Pioneer Industries Gopal S. Kukke Republic Builders Products Craig Ordmandy Security Metal Products Cecil McKinney Steelcraft Kurt Roeper Steel Door Institute J. Jeffery Wherry iii AMERICAN NATIONAL STANDARD ANSI A250.11 -2001 American National Standard Recommended Erection Instructions for Steel Frames 1 Scope and references 2 Storage and installation 1.1 Scope 2.1 Storage of frames at the job site Recommended methods for the installation of All frames shall be stored under cover. As- steel frames for swinging doors in a variety of sembled frames shall be stored vertically. The wall conditions, commonly used in commercial units shall be placed on at least 4" (102 mm) buildings, are covered within this standard. high wood sills or in a manner that will prevent The installation of transom /sidelite (or panel) rust or damage. The use of non - vented plastic type frames and single or multiple borrowed or canvas shelters that can create a humidity lites are not covered in this standard. chamber shall be avoided. It is not the intention of this document to ob - Note: Refer to project specifications for required cleanup and touchup work. struct the development of alternative installa- tion methods, nor is it intended to restrict frame 2.2 Grouting of frames installation solely to the wall types noted herein. When temperature conditions necessitate the 1.2 Reference documents use of anti - freezing agents in plaster or mor- tar, the inside of the frame shall be coated Further information concerning wall construe- with a corrosion resistant coating by the con - tion, erection, anchoring, fire ratings, etc. may tractor responsible for installation. be found in the following: Where grouting is required in masonry instal- — SDI 111, Recommended Standard Details lations, frames shall be braced or fastened in for Steel Doors and Frames such a way that will prevent the pressure of — SDI 122, Installation and Troubleshooting the grout from deforming the frame members. Guide for Standard Steel Doors and Frames Grout shall be mixed to provide a 4" (102 mm) maximum slump consistency, and be hand — ANSI /DHI A115.IG -1994, Installation Guide troweled into place. Grout mixed to a thinner for Doors & Hardware (Door and Hardware "pumpable" consistency shall not be used. Institute, 14150 Newbrook Dr., Chantilly, VA 22021 - 2223) Note: Standard mortar protection in frames Ls not intended for thin consistency grout. — NFPA 80, Standard for Fire Doors and Fire Note: Steel frames, including fire rated frames, Windows, 1999 Edition (National Fire Protec do not require grouting Grouting is not recom- tion Association, P.O. Box 9101, Quincy, MA mended for frames installed in drywall. 02269 -9101) 2.3 Assembly of frame /anchor provisions — HMMA 840 - 99, Guide Specifications for In- Follow manufacturers' recommended proce- stallation and Storage of Hollow Metal Doors dure for assembly of frame and quantity and and Frames (NAAMM, 8 South Michigan Ave., spacing of anchors. If not indicated, install Chicago, IL 60603) anchors at hinge levels and directly opposite — GA600 -97, Fire Resistance Design Manual at strike jamb. (Gypsum Association, 8 First Street NE 11510, Note: Prior to installation, jobsite personnel ;hall Washington, DC 20002) ensure correct swing, size and labeling. 1 ANSI A250.11 -2001 to : s4 .s m=m— V Y J "II' a ' II 7 --- S 1 LEVEL QUARE r N �I 1 SECTION A —A A I A M (f WOOD SPREADER �` BETWEEN JAMBS Figure 1 — Plumbing the frame Figure 2 — Bracing the frame 2.4 Installation tolerances jambs at the header (i.e., Single Door 3' -0" _ Refer to Annex A, excerpted from "Installation 36 "). Cut clearance notches for frame stops. Guide for Doors & Hardware ", ANSI /DHI Spreader shall be nearly as wide as frame Al15.IG. jamb depth for proper installation. NOTE: Spreader bars for shipping purposes should not be used as installation spreaders. 3 Plumbing and bracing frames 3.1 Plumbing the frame (see figure 1) ��� _ W = The contractor should be equipped with a < � / w carpenter level, square and wood spreaders. I LL Where welded frames are provided with spreader bars, they shall be removed before DOOR OPENING AT HEADER setting frames. Set the frame in the desired Figure 3 - Spreader location and level the header. Square jambs to header. Shim under jambs if necessary. With frame on line, set wood spreader and 4 Accessories fasten jambs to floor through floor anchors. 3.2 Bracing the frame (see figure 2) 4.1 Install rubber silencers (see figure 4) Cut the point from a #6d box or finishing nail. Brace the frame as shown or shore to a struc- Insert nail in hole to elongate rubber silenc- ture above. Do Not Brace In The Direction Of ers. Moisten the end and insert rubber silenc- Intended Wall. Plumb and square jambs. In- ers in predrilled holes on frame stop, remove stall vertical brace to support header for open- nail. The thickness of the silencer shall permit ings over 4' -0" wide. latching of door with 1 /16" clearance between 3.3 Spreader (see figure 3) face of door and stop of frame. Wood spreader shall be square and fabricated NOTE: Install rubber silencers before frame from lumber no less than 1" thick. Correct erection to avoid grout filling rubber silencer holes. In some cases rubber silencers are fac- length is the door opening width between the tory installed. 2 ANSI A250.11 -2001 ill II 0, io 00� 00 ..,, Figure 4 — Rubber silencers ' < . • • t 4.2 Extended base anchor (see figure 5) Extended base anchors are supplied upon Figure 7 — Anchors request only. (If required for tool attachment.) 3. Set second spreader at the mid point of the door opening to maintain the door opening dimension. III 4. Install anchors (see figure 7). Grout frame in the area of the anchors as block courses are laid up. Frames may also be supplied with liellt anchors welded in place. 5. Continually check plumb and square as wall progresses. Figure 5 — Extended base anchor 6 Existing masonry construction 5 New masonry construction (see figure 8) (see figure6) 1. Assemble frame per manufacturer's in- 1. Assemble frame per manufacturer's in- structions. structions. 2. Install snap -in anchors to align with pierced 2. Install wood spreaders, set brace and holes in jambs. (Frames may also be supplied plumb frame. with anchors welded in place.) I 1 / l I\ ; ' k / 1 1 _ 900 90 ` 1 _s0° 1 I 1 1 l I 1 I 1 WOOD SPREADER I WOOD SPREADER I 1 1 BETWEEN JAMBS 1 1 BETWEEN JAMBS 1 I I I I I I I, 1 I I I J I 11 I I ( 1 I I I I I Figure 6 — New masonry construction Figure 8 — Existing masonry construction 3 ANSI A250.11 -2001 3. Slide frame into wall opening; install wood CEILING HEADER spreaders. RUNNER\ ,[ STUD 4. Use tapered shims between anchors and / �I-I / I wall and spreaders to maintain squareness i and alignment of frame, and to maintain door I 1 I opening. STUDS 90° 90° - 5. Where possible, one jamb should be butted tightly to the wall. Backer rod or caulking shall be used where gaps occur between frame and wall. 6. Insert anchor bolts and tighten securely, checking for frame alignment periodically (see figure 9). 7. Install plugs to cover bolt heads (if so equipped). • WOOD SPREADER • i BETWEEN JAMBS /* k . I.► I Figure 10 —Steel stud wall construction 1/`' FRAME -■�• HOLE PLUG r Figure 9 — Anchors CHANNTYPE 7 Steel stud wall construction ir JAMBSTEUDS (see figure 10 ( 9 10) 1. Assemble frame per manufacturer's in- structions. 2. Install anchors. Position anchors in frame through the throat and tap in with a hammer. 4 0 ° 1 ' Frames may also be supplied with anchors welded in place. Figure 11 - Channel type steel stud 3. Square, brace and plumb frame as shown. 4. Set spreader. Attach jambs to floor through Screws shall be #6 x 3 /8 " (min.) steel sheet floor anchor or floor extension. Install jamb metal or self tapping type. studs to floor and ceiling runners and tightly NOTE: When attaching header stud to jamb against frame anchors. studs, be sure the stud is above frame header. This will assure ample room for attaching plas- 5. Position studs in frame throat and attach ter lath or drywall and will not interfere with to anchors with screws or weld. If using screws, installation of hardware attached to frame drill from the back side of the stud, through header. both the stud and anchor, then attach with (2) NOTE: Drywall must extend at least 1 /2" into screws per anchor location (see figure11). frame at fire rated installations. 4 ANSI A250.11 -2001 8 Double egress frames in steel stud Screws shall be #6 x 3 /8" (min.) steel sheet will construction metal or self tapping type. Number of anchors and locations will vary with manufacturer. 8.1 Erect frame (see figure 12) Note: Drywall must extend at least 1 /2" into Stand frame up in desired location. Anchor frame at fire rated installations. one jamb to floor and set spreader on floor 8.3 Anchor header (see figure 14) from anchored jamb to loose jamb. Position and anchor second jamb. Plumb, level and Header anchor requirements will vary. The square frame, then brace. Also install a verti- manufacturer's installation requirements cal brace at center of frame. should be followed. NOTE: Drywall must extend at least 1 /2" into frame at fire rated installations. CEILING STUD 4LES III MM. 1/2' LONG S C REW (MAX.) - - - - - ALT. PROFILE WOOD SPREADER BETWEEN SEADNAM AS WOOD SPREADER JAMBS HEAD AND JAMBS BETWEEN JAMBS SUGGESTED Figure 12 — Erect frame Figure 14 — Anchor header 8.2 Anchor jambs (see figure 13) 9 Wood stud construction (studs Erect jamb studs and attach frame anchors to erected with frame) studs using screws or welding. If using screws, 9.1 Erect frame (see figure 15) drill from the back side of the stud, through both the stud and anchor, then attach with (2) Assemble frame per manufacturer's instruc- screws per anchor location (see figure 11). tions. Stand frame up in desired location. An- - . .. LS ._ - ANGLE 90° 90° f BRACES L_ WOOD SPREADER BETWEEN JOINTS . WOOD SPREADER BETWEEN JAMBS Figure 13 — Anchor jambs Figure 15 — Erect frame 5 ANSI A250.11 -2001 chor one jamb to floor and set spreader on floor from anchored jamb to loose jamb. Posi- tion and anchor second jamb. Plumb, level FRAME FRAME 1 11111111k and square frame, then brace. / 9.2 Anchor installation woo° `• �i1►4n 1 STU°S4 wood / 0 3 :1% STUDS .. (see figures 16 and 17) 1. Install anchors. Position anchors in frame '19► ; v o i l e ) ► 1 throat and tap in with a hammer. Frames may also be supplied with anchors welded in place. 2. Set spreader. Attach jambs to floor through Figure 17 - Wood studs floor anchor or floor extension. Install double jamb studs to floor and ceiling runners and header (see figure 16). 3. Bend anchor tabs around stud leaving de- 10 Wood stud construction (studs sired clearance between frame return and stud erected before frame) for inserting finished wall material. 4. Square and nail top anchor to stud on 10.1 Rough opening (see figure 18) ONE JAMB ONLY. Check plumb and square Build rough opening according to dimensions and continue to nail balance of anchors to and clearances in specific manufacturer's in- stud. Repeat for opposite jamb. stallation instructions. NOTE: Drywall must extend at least 1 /2" into Note: It is recommended that double studs be frame at fire rated installations. used at jambs and headers. CEILING RUNNER -\ r HEADER I / 1 JAMB I' f STUDS 90° 90° ROUGH OPENING DOUBLE DIMENSIONS HEADER AND JAMB STUDS REQUIRED WOOD FLOOR SPREADER RUNNER BETWEEN I I , ,,,,, JAMBS ,,.... ,..I I - Figure 16 - Wood stud wall construction Figure 18 - Rough opening 6 ANSI A250.11 -2001 10.2 Installation 1. Assemble frame per manufacturer's in- structions. FRAME - 2. Install anchors. Position anchors in frame throat and tap in with a hammer. Frames may WOOD "e4g�� also be supplied with anchors welded in place. STUDS, �i Base anchors may also be used. If base an- chor cannot be used add one anchor per jamb �`�, at bottom. X14 - 61b■ 3. Place frame in rough stud opening (see figure 19). Figure 20 - Wood stud anchor \ J 90° 90° W 11 Slip -on drywall 11.1 Rough opening (see figure 21) Prepare rough openings per manufacturer's recommendations. WOOD SPREADER BETWEEN JAMBS Figure 19 - Wood stud construction c9 w 2 4. Bend anchor tabs around stud leaving de- sired clearance between frame return and stud — ROUGH OPENING WIDT a for inserting finished wall material. o 5. Set spreader and level frame. Shim jambs if necessary. 6. Square and nail top anchor to stud on ONE JAMB ONLY. Check plumb and square and continue to nail balance of anchors to stud. Repeat for opposite jamb (see figure20). NOTE: Drywall must extend at least h /z" into frame at fire rated installations. Figure 21 — Rough opening 7 ANSI A250.11 -2001 •, simplimixemzEr LEVEL \� AND SQUARE \ \� 1 1 I \\\ 1 Figure 22 - Align comer gussets Figure 23 - Level and square frame 11.2 Installation 3. Turn adjusting screws hand tight until com- 1. Install jambs and header on to wall per pression anchor contacts jamb studs. Recheck manufacturer's instructions, taking care to align level and square. Adjust via anchor screws as needed (see figure 24). corner gussets (as occur). See figure 22. 4. Fasten base anchors to wall stud (see 2. Level and square frame. See figure 23. figure 25). 4(0 01100‹ ( � 1 / ANCHOR ADJUSTING SCREW (TYPICAL BOTH SIDES) Figure 25 - Fasten Figure 24 - Anchor adjusting screw base anchors to wall stud 8 ANSI A250.11 -2001 " Annex A Tolerances The detailed descriptions of frame installation techniques that follow refer to plumbing, squaring and aligning the frame. The details in figure Al indicate the maximum allowable tolerances in this area. Note: Annex A is excerpted from ANSI /DHI A115.IG, "Installation Guide for Doors & Hardware" in order to define installation tolerances that should not be exceeded in order to maintain the operative integrity of the assembly. Squareness 1/16" (1.58 mm) 1/16" (1.58 mm) 4 - _ _ -\ / i ->r 4-- Strike Jamb 4 -- Strike Hinge Jamb Jamb Hinge —t Jamb Maximum 1/16" allowable tolerance on total opening. Plumbness Head Level Head Level 1/16" (1.58 mm) I.- I I f— Hinge or Strike I •— Hinge or Strike Jamb Jamb Bottom 1/16" (1.58 mm) —.114- Bottom Alignment Twist 1/16" (1.58 mm) 1 Li C --f D C 1/16" (1.58 mm) Figure Al — Installation tolerances 9 Annex B The installation instructions contained in ANSI A250.11 are intended to apply to most typical frame installations. There are, however, certain types of frames for which additional wood spreaders are recommended during the frame installation to ultimately assure the proper door operation. Threei.sided'frames with face dimensions of 1 -1/2" or less of any opening size, frames for doors that weigh over 9 lbs. per square foot and /or frames of heights greater than 8' -0" are more prone to variations in installed tolerances. Under most conditions, frames such as these require more support during the installation process. For installations such as these, the SDI recommends the use of wood spreaders at the bottom of frames AND at 36" intervals between the top and bottom as indicated in the illustration below. 90° 90° Wood 36" Spreader Between Jambs 36" Wood Spreader Between Jambs 10