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HomeMy WebLinkAbout122 Centennial Drr- Afv, J CITY OF SANFORD PERMIT APPLICATION Permit #: 'I ` \ Date: Job Address: Z-Z Ill V*.- 3o2 9 3 Description of Work: REMOVE & REPLACE N D S Historic District: Zoning: Value of Work: S 3257.21 Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential, r, Non -Residential _-/, Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential ?_ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: t5 5 OLU — S U— ©hilts&jwach Proof of Ownership & Legal Description) Owners Name & Address: 44,01 i v.— 1 i-) Ale v— r. [ T- Phone: Contractor Name & Address: REBDC'A BERNA AGWE' S COMPANIES, 8529 S. PARK CIRCLE, SUITE 430, ORLANDO, FL 32819 State License Number: CR C057468 Phone & Fax: 407— — 2 4 407— 27-0910 Contact Persoi7ACKIE CAINES Phone: 407-4(i7-2643 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/ Engineer: NA Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property ofIrequim of FI ' _ Lien , FS 713. (! Signature of con /Ag nt Date uZeof Contractor/Agj Date le Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date i lure of o nna tv gna tary-S , f F iid'a ate Irl * * MY COMMISS;0 li CC 921808 EXPIRES: March 23, 2004 Bonded Thia Budr : Notary St +::es Owner/ Agent is _ Personally Known to Me or Ctn r/Agent's.---Person Produced ID Produced IDt C-7 G()• Y `b 2-7' APPLICATION APPROVED BY: BIQ r )-b ' 6 i Zoning: Initial & Date) Special Conditions: Initial & Date) Utilities: 139 40D FD: Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Back seminige C ounly 4 3 I.r rt r r rpn rt• r I '\' t.; tiaatord hl. 12771i 407fi6c_7Slk, f- 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 1 Parcel Id: 03-20-30-5FT-0000-1630 Tax District: S1-SANFORD Depreciated Bldg Value: $71,346 Owner: WARE HOLLIE F Exemptions: 00-HOMESTEAD Depreciated EXFT Value: $0 Address: 122 CENTENNIAL DR Land Value (Market): $14,000 City, State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 122 CENTENNIAL DR SANFORD 32771 Just/ Market Value: $85,346 Subdivision Name: HIDDEN LAKE PH 2 UNIT 4 Assessed Value (SOH): $70,765 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $45,765 SALES Deed Date Book Page Amount Vac/imp 2003 VALUE SUMMARY WARRANTY DEED 03/2000 03834 0822 $72,500 Improved Tax Value(without SOH): $1,157 SPECIAL WARRANTY DEED 09/1992 02485 0376 $57,500 Improved 2003 Tax Bill Amount: $927 SPECIAL WARRANTY DEED 04/1992 02449 1049 $100 Improved Savings Due To SOH: $230 CERTIFICATE OF TITLE 06/1992 02434 0894 $1,000 Improved 2003 Taxable Value: $44,446 WARRANTY DEED 08/1989 02102 0697 $65,000 Improved DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 04/1983 01454 1210 $45,200 Improved ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 163 HIDDEN LAKE PH 2 UNIT 4 PB 25 LOT 0 0 1.000 14,000.00 $14,000 PGS 66 & 67 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1983 6 1,442 1,066 CONC BLOCK $71,346 $77,550 Appendage / Sgft BASE SEMI FINISHED / 312 Appendage / Sgft OPEN PORCH FINISHED / 64 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http:// www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=0320305FT00001... 2/10/2004 Improving Home Improvement INSTALLED SALES CONTRACT INST LLED SALES SPECIALI!T NUMBER' Vt;_ STORE NO STREET ADDRESS S 04j a , CITY STATE ZIP / TELEPHONE / l DATF LOWE'S CONTRACTOR LICENSE N MBER' I 7 ' 7CONTRACT#717:1 38 OUST M - J / r e7 STREET ADDRESS CITY STATE ZIP TELEPHPNE CASH CARD LCC CHARGE MA, MO — State License Number; An caner Mates — Lowe s tr-piuyee Nurnuer. AL, CT, FL, MA, MD, NV #45450 unlimited, TN #16066, only. This is a contract between Lowe's (as defined in the Terms and Conditions) ("Lowe's"), and the above -named Customer for the installation of goods at the Customer's residential premises (the "Premises") at the following installation address: STREET ADDRESS CITY STATE LIP Additional Specifications: The Environmental Protection Agency (EPA) has requested that Lowe's notify installation customers that a lead based paint hazard may exist in dwellings built prior to 1978. See pamphlet EPA 747-K-99-001 for details. Mat'Is Tax a1 Labor YU Tax Total j 7 Where applicable tabor is taxable; check local tax restrictions f ? K % rC'Tv Z c J ,o(o c (o c' Gv.Tr X/vr• II1 S. % X 3$ 3 JM . 1i ,rt' . 1 E `T'.'f. NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to customer. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- STAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. WITNESS OUR HAND(S) AND SEAL(S) BEL W THIS DAY OF WITNESS /2. (Seal) Owner Seal) (Seal) Nk6ager ' Spouse Customer acknowledges receipt of a true copy of this contract which was completely filled in prior to Customer's execution hereof. If credit is extended to you, you the buyer may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. See the attached notice of cancellation form for an explanation of this right. Companies Inc. 8529 South Park Cr.. Suite 430 Orlando, Florida 32819 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: o To: Building Department From: Rebeca Alicia Banuelos-Bernard I hereby name and appoint Nan Holmes, Mindy Holmes & Jackie Caines, a permit service for Lowe's Home Centers, Inc. to be my lawful attorney in fact to act for me and apply to u bit for a e V A permit for work to be performed at a location described as: l2Z- Cevk-k--cowl S,., Address of Job) Owner of Property) And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Rebeca Alicia B uelos-Bernard Regional Installed Sales Manager Primary State Qualifier CRC 057468 Sworn to and subscribed before me this / day 04k 2003. No. public aPeY' P Mycommissionexpireszo•• =, Rebecca Velez MYCOMMISSION# DD176963 EXPIRES January 12, 2007 BONDED THRU TROY FAIN INSURANCE, INC V" 7-111 P A 0 y PLANS REVIEWED CITY OF SANFORD 0 To: Lowes Company: Fax number: 4074304069 Business phone: From: Sprint Fax number: 1 1234567 Business phone: Home phone: Date & Time: 2/9/2004 10:09:29 AM Pages: 3 Re: Test fetter Bilt Windows & DoorS Windows for Florida Godel 5erie5 5740 R45 Kating 531/8 x 721/4) A division of NH Dome Products, Inc. r Wind Zones V, Dp R atings f 4 State of Florida Wind-Sorne Debris Region 120_129 mph CaW3 (Ran) 140 mph (whin i mile of coast) jNote. This map is accurate to the county. ft stwid not be used fo r precise pbMwt of ties near zone borders VfW spy am based on the American Society Of C" Engineers Standard (ASCE 7-98) 50-1 00-yw peak gusts Published by: Florida DePtwt Of COMM* A%r- Florida BLfdng Cmrnissi°n 2555 Shumard Oak Bodevard, Tallahassee, Florida TollFree877-R.PDCA2, VjeWe: httpjAw dca,sWef1*us GOMM , jeb Bush Cony4ssiw Ch&, W L . . Rodriguez, AIA. ; SeaearY Steven M. Seibert rt Chef OfStaff: pam& Davis Duncan; Legis eNor. JanBrOw*9 Dkison Director, Tom Pierce coM0MDredorDavidBdpI AdMiriStratO Eors: F& Mon, PE cand IlaJWjS, Mit. Dqer- guabeMO pnr,ed on recycled PwOft 200 cap, M, . HM* 4 650 west Market Street P.O. Box 370 Gratz, PA 17030-0370 LOIMI NEIN FLORIDA CODE BE I I ERBILT PRODUCTS Pproved prods to 14o-mph wind zone: 717.3E.3300 717.36=.3540 t=ax 3740 series aluminum single hung window 3240 series vinyl single hung window 470HP series patio door 3910 series vinyl patio door Please note: Our size limitations have changed in order to pass the new Florida code. some larger window units are no .longer available due to the new Florida code. Any q pl easelease contact our customer service team. WHome products, Inc. THIS FENESTRATION PRODUCT COMPLIES* WITH THE NEW FLORIDA BUILDINGICOGHT Do OR LESS; - FOR RESIDENTIAL BUILDINGS WITH A MEAN ROOF EXP4fi3 " (WHICH IS 1t41.AN0 OF THAT IS 1 -500 FT. FROM THE COA, THE CORNER OF THE BUILDING). AND WALL ZONE 'r (II4ST SSTWKNESS, BASED ON THE NEG,477VF PE., f' 3l, . CGfMG-? gE 1 STALLED IN THIS UNiT. QESIGW PRE SURtcTttEGLASSTHICKNESS tS BASED ON ITS WIDTH, HEIGHT, AND ASPECT RATIO WIND ZONE: 140 MPH DESIGN PRESSURE (DP): f 35.3 I - 47.2 WATER AND THIS, PROGLICT MEETS THE REF,ltREMlrI`I S FURS ELABEL LOADS,. ADVISED THAT HEAMR,P AT 4 P IF LOADS E P'LAGEfl FUTURE PERFORMAGT' TESTED NrE WILL BE REDUCED. MAY BE ALTERED IN SUCH A WAY THAT COMPLIANCE MUST INCLUDEAND FLORIDA CODE REQUALLATIONNREMENTS. G TO MANUFACTURER'S INSTRUCTIONS PR-18-2,02 TiU, 10:43 AM FROM: AXIERICAN SUPPLY CO FAX:3U5L oot 3952S G13 Hourin D ia Fax Feet 884 of ass V sums:": or WkdCWB-. m' g oFdc ismay cc ts#zruc m aa;aptt 8 rpo % m tqm 1 d Is S theme from ttc1 Oc mber . and.lshel ag ftW etititicS theft have approved or iicrosed. 2W3. rf?etobw 12tl@3, sah ep&W, mat: be s,mw All vAudow'Wxj:-&Wdommist beak a lanai bdmdn the names of the evaivad' entity and et sod tea paftmance ratio& The listing and labels of ANSI accredited certification agencies whose labels contain the Wormadm tagam:+ed by chapter 17 of the Cock and Iftni-M& County PrOduct Como' appraV4 sod required labels should be aompted as Proof of eomplisnca wuh ft Code- BudCode- Budft dffcjas may=queotcqAe8 of test capons ftM manuotctwcem but eaamat and 1nisedseak oa the r*po ta. ns/ spe cstioas which 6&i from tit Wmd must be dgrtad and a bbwt: sued: by s or iastructxoa9J* wMdons may be MOM f&A Wt& this app meb, eVift oMe Vwificafim cm be sad for of bswladm a cs. DOAF knit s&a to Create a Master M of Products Complyu g Wft the Code: Floridatawallaweeachlocaljurisdictiontoapproveproductsforuseinitsjurisdictionand the Flcsida Building C==iss = to appwvc produess for statewide use. The rule establishing statewide ap,=vai procedures has just been adapted and implementation will begin over the next scv=d ==tbs. Therefore, the Daly option open to window sad glam door manufacturers t3bvi the requhmmeats desc ed above would be , for the tira c bobs is local apgm& J' ammus fix bothkeal gavm=nts and ladu*y if eve' whdow mwmhcu=`had to tee am iasl' signed and d sets of . tVN with ! he Central Flotlda aeidt else to dom every ' . • © range County, in 1# 3 F It developed a database of Products which building officials titrou ;bout the state can rely on to approve products for their j njsdicbans u Obtain staff approvals. This system is being =d ed through miproc' with VMM of otber large ju to emblish a more extensive datibm of products available In areas throughc= the state. All jurisdictions my eaaouraged to 9alicIpaft in this system. For additiQW mtrzabon coot Ride Dixon at rick r- Au 01-40350.04 page 3 of 4 Test Speciweu Description: (Continued) Drabo Sloped sill Reinfwtenwuti No reinforccmew was ufiUod. ed from 2 x 8 #2 Spruce-e-Fir. #8 tenor Installation: The wood test buck was hbricat head and sill and nndspan• m lambs 5" fromnscrewswereutil'Zed teeter was sealed with silicone• Test RM is The results are tabulated as follows: Allowed Tile of Test - Test Method Resdts 211bs 301bs max. 2.2.1.6. Operating Force per ASTM E 283 (S a Noce 0.30 cfmlftmax 2 .2Air`iitraiion as 1.57 ps€(25 mph) levels specified in A N®te #1: The tested meets the performance 101 /1.S. 2-97for air in cAry ASTM E 547 (See Note #2) 2. .3 Water Resistatuce`per the minimum required Those 1ydo #2: TJhe client opted to begin at a pressuMehigher than results are listed under Opdonal Perfor v . Load Structural Per ASTM E 330 (See Note 42) 2.1.4.2 Uniform 2.2.1.6.2 Ueglazing Test per ASTM E 987directionat70lbsInoperating 0.06"/12% 0.50"/100% Top tail 0.W112016 0.50"/100% Bottom rail 1n remaidmg dirwtron at 50 Is 0.50"/100% 0.03"16% Left stile 0.03"/60/0 0.50"/100% Right stile Ne 7-- \ • r• ` FAOM:ALL AMLgICA1v SurrLc ,v •,••.,.... _ - -- pap am Of BE8-2802 TiU 10 43 385Z55 W Mourin 17_ 2 -21 t 86 '18 Via Fax SuaUumn: For wbIiSbgBuilofficialsmay ui#gue to accapat8 ' ' have tr$+ditio = S accepted th= from we timber . and labeling from =Meg they approved or hcrose& 2003. After October 11, 2003, such entities must be state All windows -and glass doors must bear a label imdicxft the =us of the evsWsdm entity and =mUfactM O tl a (load) Performance raring. The listing and labels of ANSI =credited cm flabels ooatala the oninfomudre uhed by chapter l7 of the Coda anti l i-D Co 9 P 01 approW and required labels should betad U VV0Qf Code. Bvddldi= o may copies of CmOt e and raised soak on the fi testes mttstbe slgaad end Installation irtstrvctiomslspec fi_..4. which sealed by s F Wd& =&tamed engineeror umb blot; $ d. Original, signed end sealed allat ou bsnucdoaslsp for vNificadw of With this mooch. copfes a'iluz speci$catiams wa be installation &ring nomW hxTectims. I3"F lnitiratam tc Create a Master die of Produb Complying Wft *e ' Cflde: etch local jurisdiction to approve products for use in its odaa and fe Mari& Building canno rule esu Gaon to aPP e enneafia ioa will begin over the l siatewtde a al pmeam hies just been adcpW and is flee Doty 00oa opentoWlu&w &a Ow door M= sect several months. Therefore, Obviously, ft Tegvi memo d abova wouldbe - for the time being is local appro'vat. . onerous for bath local govw==ts and 3' if every wiuc ow w to sadoriginal signed ad so" sets of iodation v .far mq ad produot size to every juTb&c&L tram Contq, in co OAF chapter has developedadatabaseofproduaftwbkhbudftOfficieuetbtstatecan rely on to approve pabdncts for their jv sdrttw approvals. 'Phissysiem is being combined ti rc w 8PPm 2IL to eetablish a more extensive database of pmducts available is am*$ throa$l s tie juisdstwx. Alt jurisdictions are encouraged to paracipatc m this system - on at rick '''---'''.'" •• •• For additional ma doncontactX& Dix Test Specimen DescriptOR: (Continued) Drainage: Sloped sill Damon 1-1/2A rr °den glaM9 °n 1/2" tong by 3/16" wide 4 both sash 8 Two, 2-1/2- from st}1es on bottom iP2" long by 3/16"wide rail and exterior meeting rail draining glazing hollow gOWoarcemestr Alm "A"shaped sty winforc eqkOnt vwas ntiH2W in all exterior sash members• Ae-shapod steel was in all int 'swhmewbem mto a 2 x .8 #2 - wood buck. Its= ' test or. ri r bl ss wac 2' t x 1 wood blind stops were utiHzcd oet k iet+sria - a e a't long and secured with 1-5/8" drywall screws placed 4" on center. Exterior blind stops were securedwith1-5/8" drywall screws placed 6" on center. Polyurethane was used as a sealant around the exterior perimeter. Test Results: The rests are tabulated as follows: ofTest - Test Method lilts Allowed 2. 2.1.6. Operating Force 25 Its 30 Is 2. . 2 Air Infiltration (ASTM E 283-91) 0.15 cf nIf 0.30 cWIV Max. @1.57 psf (25 mph) Noe # 1: The tested specimen meets the performance levels sPecified in AAM4lNWWDA 101/ LS 2-97, for air infldvatim 2. 1.3 Water R (A,STi4E 547-00) with agd vwrt WM sc ) WTP = 6. 00 psf No lea ge No leakage a 1< 4 l A• k J r ALE ,•: ZDoL ltnit T c Test Specimen Descriptimi: (Continued) Drainage: Sloped sill 1 eSCriULIOII 1/2" long by 3/16" wide 4 1-ill" frosn son under Oubg on bow sash 1/2" long by 3/16" wide 8 Two, 2-1/2" from stiles on bottom rail and exterior meeting rail draining glazing hollow Reiaforcetaeaat: An "11" shaped steel remforcemeat was utilized in all exterior sash Members. A #tube-shaPed steel Feiafforc=wt was utilized m all inrenor sash rueambem was into a 2 x' 8 #2 Sp c.Pine'Fr wood buck. Ian The test , 1 x 1 wood blind stops were utilized on the intrrior, and exterior. »' blind were 2 long and secured with 1-5/8" drywall screws placed 4" on canter. Exterior blindStOPSweesecuredwith1-5/8" drywan screws ply 6" on center. polyuredme was used as a sealant around the exterior perimeter. Test Results: The results are tabulated as follows: EAMMh 'rive of Test - Test Method 2.2.1.6. Operating Force 251bs 30 lbs max' 2. 2 Air InMw2tion (ASTM E 283-91) 0.15 cfm/e o,30 cwe max. @ 1.57 psf (25 mph) Note #l: ?7ze tested specimen meets the per levels specified to AAMAlIYWWDA 1 o1/I.S. 2-97, for air Oiltration. 2.1.3 Water Resistance (ASTM E 547.00) with and without saner) No leakage No leakage WTP = 6.00 psf Act t Is *A,,. • Y v J 1 2 A 4Af JL zoo ;11',' urtj tut t! 01.41443.01 page 4 of 5 Test Results: (Continued) .•• p Results Allowed h Title ofTest -Test Methodjap 2.1.4.1 Uniform Load Deflection (ASTM E 330-97) Mmwernents reported were take. on the meeting rail) Loads were held for 33 seconds) 0.25"* 0.23" max. Q 15.0 psf (positive) 0.19" 023" max. @ 15.0 psf (negative) Exceeds L1175for deflection, but meets atl other test requirements. Uniform Load Structural (ASTM E 330-97) 2.1.4.2 rements were taken on the meeting rail) Oeds were held for 10 seconds) . 0.16" maa. 0.01" @a 22.5 psf (poshive) 0.01" 0.16" max. 22. 5 psf (negative) 22. 1.6.2 Deglazing Test (ASTM E 987-01) In Operating d rectionat 70 ibs 0. 12"ply% 0.50"/100% Interior sash meeting rail 0'/° 0. 12"/25% 0.50"110 Interior sash bottom rail0.50"/100% Exterior sash meeting rail 0.12"25% 0. 12"/25% 0.50"/100% Exterior sash top rail In remaining direction at 50 lbs 0. 06"/12°Yo 0.50"/100% Interior sash right stile 0.06"1lr% 0S0"/100%0 Interior sash left -stile 0.06"/12'/0 0.50"-nWlo Exterior sash right stile 0.06"112% 0.50"/1000/0 Exterior sash left stile 2 . 7 Welded Corner Test Meets as stated Meets as stated 2. 1.8 Forced Entry Rye (ASTM F 588-97) Type: A Grade: 10 ulation Ted No entry No Cray`; %0 to Lock Map No entry No'•....•.. . Test Al through AS No entry Test A = t:?. tz& No entry 1 I entry Lock Manipulation Test C1 • 4 01 36227.133 Page 2 of Test Specimen Description: (Continued) ecinee s. The following descrip&ns Vply to afl Fini * All vinyl was white. , fab fi Both lites dA*"' om Glazing Details: and an IntercePt'` Spy 113e lifts two sheets of 3/32" buck clew and with vinyl snap- were interior glazed onto double -sided adhesive foam tape glazing beads. Weatherstrip@ing Location 0.187" 2 Rows Stiles 0bwk File with center fm 0.230" high by 0.197" 1 Row Sill adapter backed polypile with center fin 0.270" high by O 187" 1 Row Active meeting rail backed polypile with center fin 0.300" diameter vinyl 1 Row Bottom of .fixed meeting rail wmpped inn bulb gasket 0.1diameterfoam 1 Row Bottom of f rail was a l Frith mitered Frame Constaction: The from 1 adapter t 'St and sealed and welded comers. The sill ubli eactruded y with silicone. andSashConatractionThesashwasconstructedofextivdedvinylmemberswithmitered welded corners. was eo e of aluminum members. All comers were Screen Construction. The screwmiteredandkeyed. The screen mesh was held -inplace with a flexible Spiine- Hard e: Des n tit Loan lock 2 One 9" from each end of activetfixed Metal sweep meeting rail with keeper Plastic tilt latch 2 One on each end of active meeting rail 2 one in each end of bottom rail Metal pivot bar Constant force balance 2 Ore immch jamb 01-36227 03 page 3 of 4 Test Specimen Deseriptaon: (Continued) Drainage: jocation 6 One in ,mhend of bottom rail 12" wide by 3/16" draining the glazing chancel deep weepslot 12 ter OneineachendofmowS/$" wide by 3/16" walls oi' intexmediate fiwne high weepslot draining, interior sill track and intermediate lwllow into exterior sill hollow 6 One in wh end of exterior sill track 1/ 2" wide by 1/8" drainirw into exterior sill hollow pep weepslot One 2" from each end of screen trS& 1/ 2"3/16" wide6 draining into exterior sill hollow ot deeeepweepslot12 Two in each end of sill % draining l" wide by 118" screen Uack and exte for sill }hollow high weepslot Reisforeement: The stiles, active meeting rail and bottom rail utilized a rolled steel reinforcennent. ed into the nominal 2" x 8" Sp_piae-Fir #2 test awn: The test unit was install vankwd roofing nails in every other hole, buck using the integral naapproximatdy alm8with1" gal 8". The Maing fin was bedded in Polyurethane sealantand blind stop with 1" x 1" wood strips - Test Results: The results are tabulated as follows: p Title of Test - Test Method Results °' MgV Test S eciM tk (H-R43 43 x 73) 2 2.1.6.1 Opernnng Fore 111bs 3t) ibs max. 2. 1.2 Air Infiltration Per ASTM E 283 (See Note #1 z 0.30 ekdft2 max. @ 1.57 psf (25 mph) 0.15 cfm/ft Nou # I: The tested specimen meets (or exceeds) the performawe levels specif ed in AAj tig/1VCMA IOIII.S 2-97 for air infiltration. Architectural Testing A/NWWDA 101/I.S.2-97 PEST REPORT Rendered to: MI HOME PRODUCTS, INC- P.O. Box 370 GraM, Pennsylvania 17030-0370 Rem No: 01-4035I.05 Test Data: 1; And: I.i Tart Date: 1ExpirationDate: A was -contracted by MI Home Producwindow project Summary Architectural Testing, model 7n40/744/3740, aluminum s e ale tested performancetestingonaScde& towitnesspee, Pennsyly• at MI Home Products, Inc. s test facility The in Perf sas:cessfy net the requhements for a H-R45 52 x 72 rating- me with ' A Test SPedf lcan: 'be test speeimtu was evaluated in accordance iPYC1andWoodwin 101/ i 5.2-97, Voluntary Sp nons for Alumiiaan, Yirryl windows and Glass Doors. Test SPedmen Description Type Aluminum Single Hung Window With Nail Fin Overall Size: 4' 4-1/8" wide by 5' •5/8" high Active Sub Size: 4' 2-3/4" wide by 2' 11-5/8" high Fixed DaybOt Ogg Si.: 4' 1 /8" wide by 2' g" high Screen Size: 4' .-7/8" wide by -5/16" btgh lnish: All aluminium was pow axed with one sheet of 1/8" thick Details: The active sash and fixed li re uumg a flenble vinyl gasket. GlazingEachsashwaschannelglued ., Jr clear temperedglass l 1 { • f' ,',, f a y 130 Deny COuft ai York. PA 17402-9405 rt _ .• phone: 717. 764.7700 AlA4Cq 246L' fax: 717. 764.4129 }. , i ; j_ NN ' www. arcMest- com i. RTMOd" Y Rendered to: MI HOME PRODUCTS, INC. SER W S/MODEL : 740/744/3744 TYPE: plumim8m Single Hung V hWow wi* Na7 lit Tift of T"t H R45 52 x 72 Overall Dest-0 Pr m 45 crating Force 24 lb max• Air Infiltration 0.10 cfm/ Water Resisnce 6.75 67.5 psf Structural Test Pressure -70.8 Forced Ee t IO I Io. Oi-40351.05 for compere im'n' ; ' 1ReferenceshouldbemadetoReport a. CT[JRAI- INC. ;,' For ARCHITE TESTING, 9 R : . ! £ ` V r < Hess;Tecl uciaa ,,1,4n if. .a''!' !' :';-' y• r Za Ir1'I Citit OD Z++ !•w "' sees drMAMUwfAL y` F c Rifttittt 01.40351.05 . r - Page 2 of 4 Test Specimen Description: (Continued) Weatherstripp g: Description Ouad r I.vc;ation 0.330" high by 0.187" 1 Row Fixed meeting rail mtalock backed polypile with center fin 0.170" high by 0.187" 1 Row Fixed lite, stiles and top rail backed polypile with center fin 3/8" drop er hollow 1 Row Bottom rail bulb gasket 0.310" high by 0.187" 1 Row Active sash stiles backed polypile with center fin 0.150" high by 0.187" Row Active sash stiles wide polypile Frame Construction: All frame members were constructed of extruded aluminum with coped, butte and sealed comers f whh two s each Fixed. meeft rail was secured: uti 8 one screw .' dire*,V! 1 extet ' fie i o jattrb. Silicone was utilized around exterior meeting jamb So y Sash Construction: All sash members were cted of aluminumwith cope and butted comers fastened with one screw each. Screen Construction: The screen frame was constructed fiDm roll fonne auanmdina memberswithplastickeyedcorners. The screening consisted of a fiberglass m eshsecured with a flexible vinyl spline. Hardware: 2 One ;each,end of theinterior Plastic tilt larch Meeting rail 2 13" from meeting rail ends Metal sweep lock 2 One perjamb Balance assembly ft'•j rsr:,, r 2 r One per end of screen stile IN t: i !' ' '•,, ScreentensionspringTilt pits 2 One each end ofbod•'`+4:'! i ' 64. l htttMl itt' 8 Test Specimen Description: (Continued) Drainage: Sloped sill 01-40350.04 page 3 of 4 Reinforcement No reinforcement was utilized: 2 x 8 #2 ,.pine-Fir• x 1-518" Instailatkm: The wood test buck was fabricated Exterior installation screws were utilized in jambs 5" from head and sill and tmdsPan• perimeter was sealed with silicone. Test Results The results are tabulated as follows: LqMMh Title of Test - Test Method Resal>s Allowod 2.2.1.6. Operating Force 21lbs. 30 Is max. 2 2 Air Infiltration per ASTM E 283 (See Note #0 0.30 cfm/fl max@ 1.57 psf (25 mph) O.i l chi Nate # 1: The tested specimen meets the performance levels specr.ted in A 101/ 1 S. 2-9 7for airinfiltration. Resistance per ASTM E 547 (See Note #2) 2. .3Waxeroptedto begin at a pressure higher than the mininmm required. Those Nate #.2: The client o resultsare listed under "Optronat Performance" 2.1. 4.2 Uniform Load Sttuchud per ASTM E 330 (See Note #2) 2.2. 1.6.2 Degiazing Test per ASTM E 987 direction at70lbsInoperating0.06"/ 120A 0.50"J100% Top rail O.Ob"AND Bottom rail0.5r/ 100% In remaining direction at 50 lbs 0.50" 1iW/o 4.03"/60/o Left stile 0.03"/6% 0.50"J100% Right stile x %'0 •... a. 1 + S •f• C Detailed &0 ffl retained by Al CI for a peacoa o: methods sad they cation. -tans reportshoveayonaebsp fl b thewhichmayonlyy cartificlitiOn For ARCMTECTURAL TESTING, INC: 4I)pz yL MA MAH;haw 01-40350.04 Test Results: (Continued) pa, h Tide of Test -_Test Method Results Forced Entry Resistance per ASIM F 588-97 10 Lock Manipulation Test No entry Test Al thru A5 No end' Test A7 No entry Lock Manipulation Test No entry Optional per€ormance 4.3 Water Resistance per ASTM E 547 v nth and without screen) = 6.75 psf No leakage 4.4.1 Uniform Load Deflection per ASIM E 330-97 were located on the stile) held for 52 seconds) fly„" 45 Pam. 0:28"* 47.2 psfegativ ) e Exceeds IJ175 for deflection, but meets all other test requ cements' 4.4.2 Uniform Load Structural per ASTM E 330-97 dicators were located on the stile) ads held far 10 seconds) 0.03" 67.5 psf tiVe) 0.02" 70.8 psf e) a copy of were sec o1-40350.04 page 4 of 4 A> red No entry No entry No entry No entry No leakage 024(i" max. 0.217" max. 0.14" max. 0.14" max. this Vwill be wed ing the its of the n of this product, aA1., %s• F ems. en N. Reeves, P.E. Direector-Engineering Services i:O.Ip:f 0140351-65 pap 4 of 4 look Test WNW (Continued) Results Allowed rjogaph T& i of Test - Test -Method Forced Patr. Y, Resistance pa AS -TM IF 588-97 A 10 No entry Lock Manipulation Ted No entry No entry Test Al thru A5 No entry No entry No entry Test A7 ock Manipulation Test NO entry No entry 090119 Rgamaim Uniform Load De ,,CCW 'Per ASTMS 330weretakenonthemeting rail) Measurements reported Loads were beld, for 52 seconds) 0.91"* 0.29" M". 45.0 Psf (Positive) o.gr* 029" max. 45.0 psf (negative) Exceeds L1175f ordefleaion, but meets all other test rcOre?n"S• Uniform I.OW S per ASTM E 330 t.# n on the meeting rail) Air 0.14" 0.20max." 0.20" max. 0.19" 67.55 p e 7A 8qf ( negative) 0.2W' 0.2W' max samples of the test specimen, and a copy of this report will be The aboveresultsweresecuredbyusingtheDetaileddrawings, rqn7sentative of the retained by ATI for a period Of four Years- compliance withthe performance requirements de,ig., ed test methods and they indicate r"Pli not constitute certification, of this product, s aboveref = W.ed specifIcatIon. This report doe which may only be, Sited by the certification program administrator* For ARCHMMIRAL TESTING, INC: Mack A. Hess Technician MAE- baw 01-40351- 05 A Aii1iR Rendered to: MI 110ME PRODUCTS, INC- SERIES/MODEL _ TYPE: Ainmintnm Picuwe Win owTYPE: wt Vertical Mullion Water Resistance 6.(?U psf Structural Test FrM= 64A psi Forced F.n Resistance Grade 10 complete test specimen description andbemadetoReporENo.Q1-44486.05 for compReceaotdd t,,,, H. data. yForARCHrrE a i q i • • lw 4 Mark A. Hess, Tecbnnician 1, ', r•.,.t,•,' t: 26 AAAa# z 01-40496.05 page 2of3 Test Specien D—IiPden: (Continued) using 2 g 8 #2 Spn ce-Pile-Fir. '1' The wood test buck was f, 'r on Center• window was secured uti} mg 1" roofing nails through the nailing Exterior perimeter was sear with silicone. Reinforcement: No reinforcement was ufihzed. Test Results: The resultsare tabulated as follows: P T' Test -Test Rest owed Air Inf luationper ASTM E 283 (See Nate #1) 0 c max - Note I: The tested specimen 1. 57 psf (25 mph) 0.02 cfm/fl meets ( or exceeds) the performance levels specified in AAr1A11OMA 1011T.S2-97 for air infiltrat#cm. Water Resistance per ASTM E 547 (See Note #2) Note # 2: 21e client opted to bqm at a pressure NOW than the rnmmmm required Yhose results are listed under "flp"nal Perforwa "- 2. 1.4.2 Uniform Load Suucturai Per ASTM E 330 (See Note#2) Forced Entry Resistance per ASTM F 588-97 Type: D Grade: 10 Mwipulation Test no i 91i : s -, B 11,: No entry 4. 3 Water Resistance per ASTM E 547-96 WTp = 6.00 psf No leakage No entry No leakage 4. 4.1 Uniform Load Deflection per ASTM E 330-97 Measurements reported were taken on mullion) Loads were held for 52 seconds) 0-5911* 0.30 %% @ 45.0 psf (positive) 0.56"s 0.3' 7cs tid; lam` a() 47.2 psf (negative) w 7, ' c _ INV. Exceeds L/175 for deflection, but meets all other test reg r• c M .. V a'7, 7Z t, sr.nr*N tt Architectural Testisg 2 1ff.S.2-97 TO-T HM Rendered to: W HOME PRODUCTS, INC. P.O. Box 370 650 West Market Street Gralz,Pennsylvania 17030-0370 Report. No: 01-40486.05 Test Dates: 11/13/01 And: 11/14/01 Report Date: 03/21/02 Expiration Date: 11/14/05 Inc.A was contracted by bII Home Products, Inc. project Samimary: Architectural Testing, 'r1i „m Picture window with performance testing on a Sees (Model ?40/ 744/3740, aluminum P le testedtowitnessper( located in Ehy4ethville, Pennsylvania - vertical The same mullion at their facility ants for an Ft40108 152 rating. Successfuny met the performance ra9uirem en was evaluated in accordance with AAI v1A/NWWDATestSpecel: The test and mood Flndaws and 101fLS.2-97, Voluntary Sperificu°as f°1' Alueraan, T'in1'/ (PVC), Glass Doors• Test Specimen Description Series/Mvdel: 740/74413740 Type: Aluminum Picture Window with Vertical Mullion Overall Size: 9' 0" wide by 4' 4" high Placed Daylight Opeubg Sire (2): 4' 4-1/8" wide by 4' 1-7/8" high Fisisll: All aluminum was Pit aced ass. The Glasiug : The unit utilized one sheet of 1/8" thick, clear temp giban. lites were interior glazed agate double -sided adhesive tape and securedaluminumglazingbead, held -in -Place with?f8" screws Placed 12" on center. of extruded aluminum Frame Constraction: The frame was constructed cam . fed with two screws each. The vertical In fbutted, and, seated secured utilizing two 518" screws per end 130 perry COtrit York, pA 17402-9405} ., C 1 t •.• phone 717.764.7700 far. 717.764.4129 7 4 vAx 4,Y A06 Z, www.archtest.com 'Np•,iN ` AN HOW PRODUCTS CA000023-A VERTICAL. DE WN LOADZAPACI71ES S7S6; ApROX. SIZE:1518" X 2118" X 1t8") a.ozao FOR ALUMINUM V43 TUBE MULLION (DIE 01-1004 WHEN USED TO MULL FIN FRAME VNNDOVVS 24. 30.000 3&OW 37 OW 42A0 48.000 53.t25 2'I3.3 Z13.3 JW.4 35 000 240.0 2182 213. 342.0tm Iwo171.4 180.©.160.0 15 T.4 157.4 148.000 60.0 139.1 128.0 126.3 121.5 120.0 120.0 50,E 150.0 i2gl 117.1 115.7 111.6 107.9 107.9 137.1 t18.$ 106.7 105.5 100.0 95.0 54.000 9B.I3 6t .100.300t3117.5 OILS88.2 826 7$3 76.2 63.OW 100.3 .85.3 75.8 74.$ 69 6 65.6 63.4 72.000 65.3 55.0 :41: 47.5 43.9 40.8 3S.9 NOTES: CMRT APPLIES ONLY TUBE MULLION #5766 WHEN USED TO VERTICAL MULL SERIES 165 SINGLE HUNG OR FIXED WINDOWS. READ 1 f1NDOW WIDTH AND MULL SPAN' IN INCHES. POW WIDTH DIMENSIONS REPRESENT THE WIDTH OF EACH WINDOW 1N A SINGLE OPENING, NOT THE OVERALL WIDTH OF THE OPENING. IN A SINGLE OPENING, DESIGN PRESSURE VALUES ARE NOT LIMITED TO TWO WIC AND APPLY WHERE ANY NUMBER MULLIONS RE EMPLOYED IN A SING Of'E NG. DESIGN PRESSURE VALUES ON THIS CHART Dmax = U1T5 MULLION MUST BE ANCHD TO 3I6 IN DIA X 11 OREWITH /2 RAWL TAPPERS OR APPROVED10X1_12 SCREWS IN WOOD OR TWO EQUAL IN MASONRY OR CONCRETE. PREPARED BY PRODUCT & A PPUCA 770M SWNESVM W- • t' 250 WTERNATIONPL PARKWAY "Fe '•.•" SUITE 25D : Si ~ o EATHROW. FLORMA 32746 Ic P : eat 0C166 ` PHONE 407 805.03651 FAX 407805.S t'-. : ,; •+ : TJ s H431 H83 All HOVE pRO TS / SETTER-BibT HOR,IZONTAL MULLION DESIGN LOAD CAPACITIES H83 (8b FLANGE) FOR EXTRUDED ALUINI JUM TUBE H43 pM FIN) & WHEN US® FOR UULLlNG A SINGLE TRANSOM CAMISM v, 4w2wi 9Y- 0219 SPAN> 60.000 66 flD0 T2 WO 74.000 84.000 90.000 96.000 108.250 tw. V 36. 000 96.S 823 T1.1 67.9 56:0 49.1 44.1 37.3 42. 000 92.5 T8.5 87 T 84.6 52.2 46.8 41.9 34.7 45. 000 89.8 75.8 85.1 . 61A ' 60.0 44.8 40.0 33..1 50. 825 89.0 74..9 64.2 81.2 2 43.8 39.3 32.5 54. 000 8L3 73.9 83Z SOZ 48.3 42.9 38.5 31.8 60. 000 872 72.9 61A • 58.9 sTA 41.7 37_ 308 83.000 $ 7.6 72.6 61.5 58.4 46.4 41.1 36. 30.3 72000 87. 8 72 5 61.0 57.7 45.3 39.9 35.8 n.2 NOTM, CHART APPUES ONLYTO M MMM AL MULLIONS lM S"WUM WWOaALLY. CHART A9SUIES TRANSOM HE18MTTO BE ONE KA.LF MULLION SPAN. WINDOW HEQNTSSHOWNON'Y•AXIS OF CHART OE MAM HEIGHT OF WINDOWS MOW MULLKIN AM DO NOT INCLUDE TRAMSOM NEK*M. READ MtN. UDN SPAN MID WUDOW HEIOMT IN /ICIiC3. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND w"TWE IN PSF. N MAY 8E OBTAINED DESIGN LOADCAPACITIESSHOWNONTHISCHARTDONOTCONSIDER' Alff STRENGTH FROM FRAME MEMBERS OF WINDOWS BELOW THE MULLM. Dmu=Ln75 MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONORION. MULLION MUSTSEANCHOREDTOSUBSTRATEWITHCUPNUMBERSECTS795USINGTWOf19X 142 SCREWS IN WOOD ORTWO3H8INDULX142RAWLTAPPERSORAPPROVEDEQUALINMASONRYORCONCRETEPREPAftMf * PRomcrswruouumao are. 250NI RfWDOWLPMi1011I11Y SUITE 250 HEATfROW, ECAMA 3V45 PHONE 4m 8050085/FAX4W 805WO is S e.'r I e s H 4 3 'STRUCTURAL' HORIZONTAL MULLION a Nair fin type NOTE: 1f you are stacking a single unit over another single unit, such as a roundhead over a single hung, d0 HORIZONTAL MUL i REOU16 IMPORTANT 1 Before you begin, 1 /4" must be sawed off the top end of the V43 vertical mullion before the. lower windows —"—M are twinned. Follow all steps on V43 vertical mull instruction sheet #MULLV43A first. Continuous head & sill units do not require this. Note:0 Overall length of mull is to be the some as the overall frame to frame dimension of the mulled units below, including the ver tical mull. EXAMPLE_: For twin 3'-0", mull length will be 35 1 /4" window + 1 1 /4" mull + 35 1 /4" window 71 3/4 Stop 1. Strip fins from head of windows to be mounted below transom. Step Z. Apply a full length bead of caulk in the groove on the bottom side of the mull. step 3• Place windows and mulls together as shown below. Note: This mullion can be installed with the hollow portion facing inside shown) or outside, depending on the construction or personal preference. Care must be taken not to disturb the caulk line. Stop 4. With a 1 /8" drily bit. pre —drill down through the sill of the transom (top window) into the mull. Fasten with #8 x 3/4 sheet metal screws (not included). ate 15" Again with the 1/8" drill, drill up through the heads of the lower units into the mull, Re —drill heads of dower unit with 3/16" p drill and fasten with #8 x 3/4 sheet metal screws. Stop 8. The vertical mull "telescopes" 3/8" Into the underside of the horizontal mull to lock It in place strugturolly. To fasten. drill_ a 1/8 hole, centered on the V groove, through the horizontal mull and vertical mull. Re=drill the horizontal mull only with 3/16" bit and fasten with screw. For best appearance, countersink and use a flathead screw. Step T.. Before Lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tabs pointing up and down. Fasten each clip tab to construction with two #10 X 1 1/2" screws for structural integrity. Exterior PRE —PUNCHED HOLES IN SILL 17 f/— Lb DRIVE HOLES (DRILLED) 3740 IMPORTANT ! SAW 1/4" OFF VERTICAL MULL ye BEFORE TWINNING FACE SCREW V43 Vertical Mull - CAULK Sect5767 reference) Vie" CLEARANCE HOLES DRILLED) iN SINGLE HUNG HEADS rim t ARANCE HOLES Lr i«D DRILLED) NOTE: SEE REVERSE SIDE FOR FASTENING R Y J=— BB74OSp WINDOW OVER Sail s 740/744 SINGLE HIANG BB3740SP WINDOW OVER BELIES 3740 SINGLE HUNG 932 MACH. SCREW 9-OS-165) 8-32 X 1 3/4' FLAT HEAD MAGHUVE SCREW (99-48-165) 5-32 NUTSERT 88740SP FIELD DRILL 1 /4- DIA (99-08-800) FRAME SILL SINGLE HUNG HEAD 1 /4- 6 PER PACK SERIES 740/744 SINGLE HUNG FRAME HEAD 8-32 NUTSERT (09-08-800) SCORE AND -REMOVE FIN 6 PER PACK 1), SCORE SINGLE HUNG FRAME HEAD NAIL FIN AT, BASE WITH KNIFE AND REMOVE FIN FLUSH. 2). LOCATE SPECIALTY WINDOW ON TOP OF SINGLE HUNG (CENTERED). 3). USING PRE --PUNCHED HOLES PROVIDED IN SPEaALTY WINDOW FRAME SILL AS GUIDE, MARK AND DRILL 1/4" DIA HOLES IN SINGLE HUNG HEAD. 4). ATTACH USING #8-32 FLATHEAD MACHINE SCREWS PROVIDED (SEE ABOVE). APPROX. 1 PER FOOT. IF DESIRED BREAK OFF EXCESS #8-32 'MACHINE SCREW. 5), INSTALL COMBINED UNITS AS ONE COMPLETE WINDOW, NOTES: REMOVE NAILING FIN BY SLIDING IT OUT THE END OF THE 05X WINDOW FRAME SILL. TO CALCULATE OVERALL STACKED HEIGHT ADD TTT HEIGHT OF SINGLE HUNG TO TTT HEIGHT OF 05X WINDOW AND SU87PACT 1/4 THE TTT HEIGHT IS THE CALL SIZE (NOMINAL SIZE) MINUS 1%2" USE THE f8-32 MACHINE SCREWS AND NUTSER'TS IN SCREW PACK. SIMPLY DISCARD THE ADD177ONAL SCREWS FROM PACK- M.I. Home Products FIN All HOME PRODUCTS STACKING Sna- DESIGN LK'GCAPACMES IN FIN FFRW %XAT'ONS FOR STACKMrG SLL WHal USED FOR WJLL** TRANSOM n, 24.ODO 30:0 36.OtaE1 37.OE#? +2.000 48.000 53.125 38. Of 396_0 202,8 117.3 108.1 42. 000 0 207-8 117.3 108.1 73.9 46.9 31.8 48. 000 3g6.0 202.E 117.3 108.1 73.9 45.5 312 50 625 396.0 202.8 117.3 108.1 73 9 48.5 31.0 60. 000 396.0 202A 117.3 108.1 739 48.5 31.0 63. 0001 396.0l 202-81 117.31 08.1 72. 000 396.0 202.$ 117.3 108.1 NOTES: STAMNG SML MECf iM 5 QJIW CM 1W'O) US0 ppt. g aiARTAONLYTOASS S"OmMWALLY 1T TO 8E OIE HALF 1MI OW WIDTH. FiW SITS SHOWN ON " r AM OF CHART DESIGNATE H Mff OF WINDOWS NOT MUDE TRAMSOM HEST- REqp WMoW WIDTHANDvuI V W HOGHT w O ES. - VALUESORTICSCH^RT ARE IN PSF. crl.wuB of DESIGN PRESS Lpa# H To 1418 N UAEI.. MUST BE PLACED WITO ACHIEVE 1f&SCRM OF St 80TfOf NDOW AT WI 6 floes FROM JAMB I HEAD *8 SCREWS OF 1-NS IN. MIN. MUST BE Ply OUGFtRVAa TRANSOM iNINDQW AT MAX 6 W. FROM STD Sf L / NER EXt D VALUES SHOWN ON THE ABOVE CHART. U iN.N1JCN S H43 YI[I' REQUWED: iyy1NOpWAtrDTW SECTION WA43 RS TT PREPARED Or FRODUCT a APPLICATWN EMSOWERIIII0, INC. CA020089 250 TIONAL PARKWAY 3140-201V SUITE 29D 02-0125 FEATHROW. FLORIOA 32746 PHONE 407 811FAX I C j CC 4 .. 4.• Architectural Testing 10JI .2,97 TEST REMORT A"WNV Rendered to: W 14OW PRODUCTS, INC. P.O. Box 370 w - 03704MPennsylvania17o3o Report No: 0112119ro50-04 Test Dates: Report Date' 03/20102 Expiration Date: 12/19/05 me prodncts, Inc. Ted Inc. 1. ,W:gon=cted by W windowProjectSIBMWY* Ardbitectural sh*k 110 to witness ped3rmance testlng:on a SaiislMod fflm CIA The sample WSW Products, Inc.'s test W&Y in Eliz- ponsy1v - at W Home performance requirements for an H-R45 52 x 71 rating- suc,cessMy met the evaluated in accordance with Ation: The test specimen was evo PVC) and Wood Windows and GlassTestSpeci&Voluntary Speciftcations for Aluminum, V"nYIlot/I.S.2-97, Doors. Test Specimen Descripti011: Type: Alumiav= Single Hung Window with Range vera Size: 4- 4- wide by 5' 11-1/8" 110 Active Sash Size: 4' 2-3/4" wide, by T 11-3/4' high Fixed Daylight opening Size: 4' -I/S" wide by 29" high Screen Size: 4' .-7/8"wide by-12' -5/16"bigb Finish All aluminum was silver. glazof 1/811 thick clear, i GlazngDetails The active and fam edsash were ed using one shoot a flexible vinyl gasket and alummum temperedglass. Each sash was channel glazed using flea- 161 if-j, yll r ljo M'TY court 0 ' York, PA 174M-9405 ouw. 717.764.TJW , Ortt a fai: 717.76'4.4119 0111401• I.W.. o%0 041IJ11% wwwAesMti- c0M ZZ AlAACW 2062, j erie s H 4 3 STRUCTURAL' HORIZONTAL MULLION Nall flit type 9 DOTE: if you are stacking a single unit over another single unit, such as a roundhead over a single hung, NO HORIZONTAL Ia " IS RE IR D. IMpOR A j' I Before you begin, 1/4" must be sawed off the top end of the V43 vertical mullion before the lower windows are twinned. Follow all steps on V43 vertical mull instruction sheet #MULLV43A first. Continuous head & sill units do not require this. Note: • Overall length of mull is to be the some as the overall frame to frame dimension of the mulled units below. Including the vertical mull. EXAMPLE: For twin 3'-0 mull length will be 35 1/4" window + 1 1/4" mull + 35 1/4" window — 71 3/4". Stop 1. Strip fins from head of windows to be mounted below transom. Step Z. Apply I a fulllength bead of caulk in the groove on the bottom side of the mull. 1 Stop S.Place windows and mulls together as shown below. Note: This mullion can be installed with the hollow portion facing inside shown) or outside, depending on the construction or personal preference. Care must be token not to disturb the caulk line. 8tvp 4. With a 1/8" drill bit, pre —drill down through the all[ of the, transom (top window) into the mull. Fasten with #8 x 3/4" sheet metal screws ( not included). Stop S. Again with the 1/B" drill, drill up through the heads of the lower units into the mull Re --drill heads of lower unit with 3/18" drill and fastenwith #8 x 3/4" shoot metal screws. top $. The vertical mull "telescopes" 3/8" into the underside of the horizontal mull to lack it in place structurally. To fasten, drill a 1/&' hole. centered on the "V", groove. through the horizontal mull and vertical mull. Re -drill the horizontal mull only with 3/16" bit and fasten with screw. For best appearance, countersink and use a flathead screw. Step ?.Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tabs pointing up and down. Fasten each clip tab to construction with two #10 X 1 1/2"screws for structural integrity. Exterior PRE —PUNCHED HOLES IN SILL r„ 740/74 W' DRIVE HOLES (DRILLED) wSAW 1/a OFFVERTICALMULLMe 17 5767 BEFORE TWINNING e (reference)------------ CAULK FACE SCREW die" CLEARANCE HOLES V43 Vertical Mull _ ( DRILLED) IN SINGLE HUNG HEADS l M Zhe" CLEARANCE HOLES FIELD DRILLED) NOTE; SEE REVERSE SIDE FOR ANCHOR BRACKET FASTENING REQUIREMENTS AND DESIONPRESSURECAPACITIES. gB740SP W/ND4W OVER SERFS 740/744 SIME HL WG B83740Sp WINDOW OVER SERIES 3740 SINGLE HJVG BB740SP FRAME SILL 1 /4" SCORE AND REMOVE FIN 932 MACH. SCREW 9-08-165) FIELD DRILL 1 /4" DI A SINGLE HUNG HEAD SERIES 740/744 SINGLE HUNG FRAME HEAD 8-32 NUTSERT (09-08-800) 8-32 X 1 3/4' FLAT HEAD MACHINE t SCREW (99-08-165) 0 32 NUTSERT 99-08-800) 11 6 PER PACK 6 PER PACK 1). SCORE SINGLE HUNG FRAME HEAD NAIL FIN AT BASE WITH KNIFE AND REMOVE FIN FLUSH. 2). LOCATE SPECIALTY WINDOW ON TOP OF SINGLE HUNG (CENTERED). 3), USING PRE -PUNCHED HOLES PROVIDED INS SPECIALTY WINDOW FRAME SILL AS GUIDE, MARK AND DRILL 1/4' DIA HOLES IN SINGLE HUNG HEAD. 4). ATTACH USING #8-32 FLATHEAD MACHINE SCREWS PROVIDED (SEE ABOVE). APPROX. 1 PER FOOT. IF DESIRED BREAK OFF EXCESS #8-32 MACHINE SCREW. 5). INSTALL COMBINED UNITS AS ONE COMPLETE WINDOW. NOTES: REMOVE NAILING FIN BY SLIDING IT OUT THE END OF THE 05X WINDOW FRAME SILL. TO CALCULATE OVERALL STACKED HEIGHT — ADD TTT HEIGHT OF SINGLE HUNG TO TTT HEIGHT OF 05X WINDOW AND SUBTRACT 1/4'. 774E TTT HEIGHT IS THE CALL SIZE (NOMINAL SIZE) MINUS 1/2" USE THE #8-32 MACHINE SCREWS AND NUTSERTS IN SCREW PACK. SIMPLY DISCARD THE ADD177ONAL SCREWS FROM PACK. M.1. Home Products