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Home My WebLink About514 Arbor Lakes Cir 17-1073; WINDOWSMECEIVE CITY OF SANFORD APR 18 2017 BUILDING & FIRE PREVENTION PERMIT- APPLICATION BY: A lcafaQn Napo PPDocumented Construction Value: S 3LC Job Address: t9 ;1 ` fOLYY U6_ w`LxL Historic District: Yes No Parcel ED: I I — " S I Residentia Commercial Type of Work: New F AdditionEl Alteration Repair 0 DemoEl Change o f Use' Move El Description of Work: Plan Review Contact Person: VY\Q-t'—" Title: Phone- 04 Fax: ( 46)-3k6A, n— Email:_QLAJl "_ 6 te, Property Owner Information 11 l a Q Name?41d, Phone: l U ' Street: 514 I Y1 Y Lck, Wcte' Resident of property? : "_{ _ City, State Zip: c S (KWCOfl N Contractor Information ( f' Name \ i Phone: " I () 3 C 1 `1 Street: ` —. _ Fax: City, State Zip: State License No.: C & C Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fag: E- mail:. Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the pubic records ofthis county, and there may be additional permits required from other governmental entities such as: water management di"stricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713'. . The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation.Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value. - credit will be applied to your permit fees when the permit is issued. 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 ing. Ad 'L 11) 11) Signature of O r/Agent Date Signature of Contractor/Agent Date' Signa re ofNo1a.AState ofklorida: DDate I vl ! / Signature of Notary talc 8i Jo JENNIFER ASOP: G Notary Public -State of Florida is iI V' ,.) Commission # FF 936560 -, My o m. x ' es 1a 7 2018 i x C F3 NITER A' 0 f `1 Owner/Agent is P erso}ly Re Wda Contractor/Agent isPt Produced ID -.r". T OfCpd%ssion # FF gsfisfin Produced ID Type My Comm. Expires May 27, 2018 BELOW IS FOR. OFFICE USE, -ONLY t q 'n 1' NotaryJENNIFER MAS01! Public Commission # State of Florida on dfyXytQ1al j 18 Permits Required: Building Electrical [] Mechanical[] Plumbing Gas[] Roof.[] Construction Type: Occupancy Use: F1ood.Zone: . Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No[] # of Heads APPROVALS: ZONING:-, ENGINEEJU NG: COMMENTS: UTILITIES: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes Q No WASTE-WATER:-- - - - ..----= BUILDING: 11- I'1 Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE 13P# i - t 013 I uILDING PERMIT Min Marx Inspection ><Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour . Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building p M Final Door D Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: q1c:;L4 A.(L LAiC,*S ELECTRICA-L PE9-MIT Min Maas I(nsection Descrll tion . Electric Underground Footer / Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final ox p a p.w w r s,.-9 -,aa ycp+F^^x:n s'a. +n...• r so-.t.. c- , n Min Mims Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final M E C H ANU CAL:PE,1f3MI Min I R 1nnspectionn Description Mechanical Roug Mechanical Final Minn Max Insjgection Descri tioan Gas Underground Gas Rough Gas Final WISED: June 2014 SCPA Parcel View: 32-19-30-504-0200-5140 Page I of 2 Parc(A Information Property RecordCard Parcel: 32 19 30 504 0210 5140 Owner; NAGELDNGER SDU Y Property Address: 514 ARBOR LAKES GIR SANFORD, FL. 32-;7 525i 6 EA 41, 521 522 Value Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 Depreciated Bldg Value 102,180 $94,320 Depreciated EXFT Value Land Value (Market) Land Value Ag Value 102,180 $94,320 Portability Adj Save Our Homes Adj 0 $0 Amendment 1 Adj 0 $0 P&G Adj 0 $0 Assessed Value 102,180 $94,320 I ......................... Tax Amount without SOH: $1,891.00 20 T.Jx; ilt Amount $1,891.00 Taxftator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description BLDG 2 UNIT 514 EL - AD ARBOR LAKES A CONDOMINIUM ORB 5857 PG 752 Taxes Taxing Authority I Assessment Value 1 Exempt Values Taxable Value County General Fund 102,180 0 102,180 Schools 102,180 0 102,180 City Sanford 102,180 0 102,180 SJWM( Saint Johns Water Management) 102,180 0 102,180 County Bonds 102,180. 0 102,180 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 1/1/2006 060199 1934 $100 No Improved SPECIAL WARRANTY DEED 12/1/2005 06.)12 T5I 3 $100 No Improved SPECIAL WARRANTY DEED 11/l/2005 yr S3 43 $275,000 Yes Improved Find Comparable Sales Land Method Frontage i Depth Units Units Price Land Value LOT 1 0.10 Building Information Bed i z Adj Value Repl Value Appendages DescriptionIYearBuiltIActual/Effective Fixtures Bath Base Area Total SF Living SF Ext Wall Desmirtion Area ICONDOS120027 'j .2.0 1,348 2033,1,348 CUSTOM $102,180 $102,180 WOOD/ STUCCO/BRICK ir iGARAGE577. 00 FINISHED OPEN PORCH 24.00 FINISHED http:// pareeldetail.scpafl.org/PareelDetaillnf'o.aspx?PID=3219' )050402005140 4/17/2017 ry 1 1GQG if Simply the' Best for t ess" 3882 Center Loop Orlando FL 32808 407) 389-1400 • 1-800-NEXT: WINDOW - (401) 389-1402 Fax windowworidodando.com / CGC IM4205 Name: Install I City, State, Zip: S"I Q= '32-7 t DOUBLE HUNG q 4Series 4000 DH Insulated 101UI $ 189 DO-7 1 Sen'L-s4000 DH Insulated 102-114UI$ 240 Series 4000 DH Insulated over 114UI $ 340 Series 6000'DH Insulated 114UI $'275 Series- 6000 DH.Insulated over 114Ui $ 375 Half Screens . $ 15 Full Screens $ 40 Solar Zone Elite Low-E Glass $ 79 Argon Gas $ 20 Colonial Grids . $ 49 Contoured Grids $ 59 Beige Color $ 69 Wood. Grain, Interior (4000 or 6000) $ 95 Architectural Exterior Color $ 159 IMPACT Series 201 DH: Series 3102 2 Lite Slider Series 3104 Fixed Glass,, .. Series 511 Sliding Patio Door Ft. $ Custom Exterior.Cap & Wrap 59, 99 Prepto'Code/Trim Kit Mull to Form Mufti -Unit 65 40 TemperedDHSash (BSO) (TSO) . Tempered ( Fixed Units) $ 9/Sq. Obscured Glass 49 79 LeadAbatement. Procedure 1 x 4 PT Buck (Volusia Only) 40 Code Compliant Plywood Services>101UI 85 Code Compliant Plywood Services < 101UI 29 LeadAbatementProcedureSliding129 CodeCompliantPlywoodSliding„_ , ` Phone ( H): Phone ( W)- Phone ( other): U 0:7— q U 7 SLIDER / SPECIALTY & FIXED GLASS 2 Lite Slider Insulated 369 2 Lite Slider Insulated < 90 UI 259 3 Lite Slider Insulated > 121 UI 649 3'. Lite Slider In < 121 UI 449 Fixed Glass Insulated 339 Colonial Grids < 90 UI 79 Colonial Grids'> 90 UI 99 Solar Zone Elite Low-E /Argon 99 Almond Color 69 Half Screens 15 Full Screens 40 Tint Gray/Bronze 59 PATIO DOORS Vinyl Sliding Patio Door 5' x 6' 8" 854 Vinyl Sliding Patio Door 6' x 6' 8" 974 Vinyl Sliding Patio Door 8' x.6' 8" . 1074 l o l Vinyl Sliding Patio Door T x 6' 8" 1244 Vinyl Sliding Patio Door 12' x 6' 8" 1510 Vinyl Sliding Patio Door 6' x 8' 1835 Vinyl Sliding Patio Door 8' x 8' 2375 Vinyl Sliding Patio Door 9' x 8' 2975 Vinyl . Sliding Patio Door 12' x 8' 3375 60 ScreenSlidingDoorGrids Patio Door Solar Zone Elite Low-E / Argon 169 209. . Removal & install 250 Custom Exterior Trim 95 1S Beige Color 199 Architectural Exterior Color 429 customer agrees to make themselves available to the city and/or county inspectors for a final inspection) NO EXTRA WORK IF NOT IN WRITING 5 Mass Sow O' s Co, s N 4ro+ Received plywood Please see rev;We St. Jude's Donation $ treoa oExtra Labor $ Setup & Disposal Fee $ Permit & Fees $ 100. 00 259. 00 Total Amount $ esa- T Custom Order Deposit 50% $ CK# Balance Paid to Insaller upon Completion $ 1 . CHECK RETURN FEE $59 Buyer agrees that he has read and understands all terms and conditions on front conditions and back of this contract and agrees to every term and condition. L/ Salesman 5- 15 Date Owner Date White Copy - Original Yellow Copy- Customer HIS INSTRUMENT Pq'PARED BY: A d dress: 2 ,/ NOTICE OF COMMENCEMENT 1 lii!!l iilii lull Bill liili 11N Ill! liil GRANT MALOY r SEI"IINOLE COUNTY CLERK OF CIRCUIT COURT & COVIF'TROLLER I_ K 8895 F'3 1651 (1F'3s ) CLERK'S r 2017ii37723 RECORDED 04/ 18/2017 11i:37:45 AN RECORDING FEES $10.00 RECORDED BY .ie+_kenrci ermtt Number. a a rc ill 10 Number _ rye undenmgned h".try gives nonce that improvement will be made to certain n!al property. and in accordance w+th Chaptet 713. Florida Statutes, theolloy" information is provided to this Notice of Commencement. t. D CRIPTION OF PROPERTY: (Legal de anon at the Deity and 't ad feel if ve able) 2. GENERAL DHSCRIPTION OF 1. C)WNER INFORMATION OR LESSEE n E INPPORMA lame and address: 111t' Y 1W, interest in property: I L-0 IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Fie Slmots TItle Holdw (if other Ulan owner listed above) Name: address: L CONTRACTOR: Name: Address: Phone Number. S. SURETY (If appikable, a copy of U e payment bond Is attacMdk Name: Address: Amount of Bond: LENDER: Name: Phone Number. Address: 7 ro-7)SZ 7. Persom within the State of Florida Designated by Owner upon whom nodes or other documents may be served as pnavMed by Saetlon FloridaStatutmddresa: 9. In addition. Owner deegnahm Phone Number ut o reCe+ve a Copy of the Lienoes Notice as prnvlded 1n Section 71 J. I7l11(b), Florida Statutes. Phone number; 9. Expiration Date of Notice of Commencement (rho expiration is 1 year from date of recordinq unless a different date i s rpeaHed) YARNING r0 OWNER• ANY PAYMENTS MACE 13Y rHE OWNER AFTER THE EXPIRATION OF rHE NOTICE OF CCMMENCEMENT ARE ONSIOEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, :3ECr1ON 713. tJ. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTYANOTICEOFCOMMENCEMENTMUSTAERECORDEDANDPOSTEDONTHEt;8 SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YnUR LENOER OR AN AITORNEY IEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. kt. lndw penalties of oeriury, I dwiare that I have riled the 1'aroQdnp and that the facts stated In it are iris to the test of my tnawtedgo and V' e11 eR 7rw • 4+np ryas j,, K`O o m, rM ri17n(InetoM+ -'^e rM,• wd Or•rwA 1. '0'tillVan RJan i:brlr' r,tYC:11.t ate ofbv('/ County of V l- r- ho forwgoing)nabument was acknowledged before me this by rho hsa produced identlfleatlon type of Identif sdon JENNIFER MASOf! Notary Public - State of Florida Commission # FF 936560 My Comm. Expires May 27, 2018 1 rid Nho Is penonsJty known to me O OR fary StgrW`fd,fi i .!f r t 1 IY CLERK OF THE CIRCUIT COURT AND COMPTROLLER SEMINOLE COUNTY, FLORIDAf 11% uDEPUTY CLER APR n 8 2b17 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake MarN,,Longwood, Sanford, Seminole County, Winter Springs Cate: 4/ 17/ 17 I hereby name and at)poini: -- ----JORGE _TORRES _._...--------.-------__.__-- an a-ent opt WINDOW WORLD to be my lawful attornev-in-f acl: to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific: p;,-,nnit and application I -cat" work located at: 514 ARBOR LAKES CIRCLE SANFORD, FL 32771 st; ! A dies.$) Expiration Lute for This f.,intited Povver of Attorney: License Holder Name: MICHAEL TIL State License Number: CGC15a'4205 Signature of'f.ic nse Ho STATE OF E I-0 r" CoLN 'YOF The fo -eroing ins r rnent was ackn N edged befcore nee this daoy ' t3(; b%AkO r'vho t: ., ersona ti Uowm to rn or who , as produced ----- --- as identification and Nvho did (did not) take an lath. Sing ur A APR'VM, JENNiFEFl MAS0r! X • r tary Public - State of FloridaComm!ss!on # FF 93f560ina )t t r% name cF My Comm. Expires May 27, 2018 Notary Public State Of C onini)ssiOn No _ M v Commission Expires:. I Rev. 08,12; Permit # # 1 7- 1 0 7 3 Sp "cation Form DING SA F pRD OFpq-C Project Location Address 514 ARBOR LAKES C E SANFORD, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at vr,vw.fioridabuildinq.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory T Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional RD BUILDING DIVI ION Roll Up A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Automatic LICENSE TO PR CEED WITH THE WORK AND NOT AS Other ASIDE ANY'OF THE PROVISIONS OF THE TECHNICAL 2. Windows 5, NOH Tin SHALL ISSUANCE OF A PERMIT PREVENT IGIAL FROM THEREAFTER Single Hung REQUIRING A CORRECTION OF ERRORS IN PLANS Horizontal Slider kUNZ51 KL CTIONOR VIOLATIONS OF THIS CODE Casement Double Hun Fixed AWN Pass Through Projected Mullions a -- Wind Breaker Dual Action Other li M-N -- ATE June 2014 Category / Subcategory I Manufacturer Product I Florida Approval # Description including decimal) 3. Panel Walls Siding. Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products I Asphalt Shingles Underla ments i Roofing Fasteners Nonstructural i Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing ------- Built up roofing System Modified Bitumen Single Ply Roof j Systems I Roofing slate—_ J Cements/ + i Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels_ Roof Vents Other June 2014 Category / Subcategory Manufacturer Product i Description Florida Approval # include decimal) 5. Shutters I Accordion Bahama Colonial Roll up._ Equipment Other 3 6. Sk li hts Skylights Other 7. Structural Components_...._ I Wood Connectors Anchors v—_-- Truss Plates Engineered Lumber Railing Coolers/Freezers i Concrete Admixtures Precast Lintels Insulation Forms T Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products i Applicant's Signature Applicant's Name MICHAEL TILLMAN Please Print) June 1-014 2 4 5 6 7 8 9 1C 11 12 13 14 15 16 17 18 19 2C 21 22 23 24 25 26 27 28 WINDOW MEASUREMENT ORDER FORM NAME: SEUYEAN NAGELDINGER # OF STORIES: 1 MEASURED BY CHAD HAHN DATE: 4-10-17 TYPE OF CONSTRUCTION: BLOCK ITYPE OF WINDOWS: 1# OF WINDOWS: 12W, 1 SGD SIZE (WXH) MODEL LEG OBSCURED TEMP GRID MULL FS RM LOC 69 X 58 5/8 3001 X TOP X XX BED 1 351/2 X 58 7/8 3001 X TOP X ENT AREA 69 X 58 5/8 3001 X TOP X XX LIV RM 34 3/8 X 58 5/8 3001 X TOP X LIV RM 34 3/8 X 58 5/8 3001 X TOP X LIV RM 8 FT SGD X LIV RM 681/4 X 58 5/8 3001 X TOP X XX BED 2 22 1/2 X 58 7/8 3001 X TOP X BED 3 465/8 X 58 5/8 3001 X TOP X BED 3 22 1/2 X 58 7/8 3001 X TOP X BED 3 INSTALLERS NOTES: DRAWING SCREWED IN -STUCCO. BRICK OTHER Page 1 of 1 J 3 .3" Mk) l'1 http://parceldetO-scpafl.org/FootprintPage.aspx. PIID=32193050402005140&BLDGNO=l ... 4/9/2017 AOOOASSCEIATED MATERIALS 0 03773STATEROAD CUYAHOGA FALLS, OH 44223 MODEL 30011380113AO113AB1 EXTRUDED VINYL DOUBLE HUNG WINDOW Sm-Sm" Sash NON -IMPACT' gtN!EAI NOTFS t. This product has been evaluated and is in compliance with the Sth caitien 2C14) Florida 3, ji'. ling Code (FSCJ structural requirements excl, ding trte H gh Veloc:Fr Hurncaon> lorw- JHVHZ). 2. Product anchc. shall be as Fsted and spoced os shown on detcis. A ^err embedment 'o base materir.+l shag be beyond wow dressing or stucco. 3. When used in area, requiring wind borne aeb 6 protection this product is required to be.protected with an impact resistant covering that comrai-?s vA!h S, ^cri-2- I5D9.1.2 or the F5C. a. For 2x stud tram ng construction, anchoring of these units spal be the same as that shown for 2x buck masonry construction, 5, Site conditions that deviate from the detoi!s of this drawinq require further erlainee ing anaty<,is by a licensed engineer or registered crchitect. TABLE OF CO MPIn --- SHEETS DESCRR'11000 ----------_---- I aEciln'evomns. design premoos & Lnnerd notes -.'-- 2 Hor@onlol doss wbons 3 Vatcol c" sections - - 4 415rk orl omhainq o-urxr. n a 4 nng drra SEE CHART FOR FRAME Y/mT1f 1 ;;r 2 --- a Iff / IW , h. X OVERALL FRAME' DIMENSION MAX. D.LO- rap) MAX. D.LO' I'lorram) CUSS TYPE DESIGN PRESSURE (PM POSITIVE NEGATTVf 36.lr X 60.0' 29.Ir X 25.75' 30.1r X -'6.7r GI 50.0 60.0 3-.0"X720" 29ArX31.7r 3i.1-X32.77 al 50.0 55.0 36.a' • 76.7' 29.Ir X 34 77 30.12' X 3s.7r GI 45.0 45.0 44a a 750' 37.12" X 33.25- 36 12' X 34.2r vG1 35.0 35.0 S2.(r 62.0` 4S.1r X 26.75' u.u• X 21.7r GI 35.0 35.0 43.T 64.a 41.T2" X 37.75' 42.12" v 36.75' GI 30.0 30.0 44 0' 96.0` 31.12- X 43.7r 33.12' X 44,7T GI ` 25.0 25.0 52.1r 96.a' 45.12, X 43.75' 46.12 x 4/.73' Gi 20.0 20.0 TV 49 C' r: JK en. LFS FL- 1 1--..1720.13 sa _L or _L 1.11-'xum. -y I-I1P MIN. EtiSA, ' L 1 1NTE?IOR EMB. i 1 \f' G 10 il` 16 G1 7 11 i2 J4 18 EXTERIOR cJl 2 HORf10NiAl CROSS SFC1fON i ; S qM w; Drtt' to :ny Ibn 1-1/! MI Ellis. 2•dlJc• •••Ct r' ••• f iN7ERgR XT RIOR Hpl[: TMM me" Soe+.s me CI4M17* U WC d3snob P-0 fboe-oM~ftd n WTERIOR DaERIOR u `J v 3 MORQONfAL CROSS SECTION /4, MOWONIAL CROSS SECTION T T- smawn w iw ..o..o Allallll 7jA.. n SQiod H O W x V p C W fl(iE1t10R sore N.1.5. wc. tn: A nw ar LF5 Or IC q: FL - 1 1 720. 7.3 1OFj i 8 Y1 VEIMCAI CROSS SECDON CPIr443! musOW d RMIOR 3 VENCAL CROSS S_EMN S untwul MS" so VERMAI CROSS SECnONCROSSSECnON n lit Nt` j P A ten.. uv$ j i f §aa 7 i s 8 s W U TI I o ICI ALL; N.T.S. c. •F: JK oh L>= 5 r .o R—tt720.13 m 1 or 5 rflypI [-- 2x BUCK MASQNR OPENSNC 77 FRAME f TYP' Zti 21BUCK Lo cc ExTER1OR INTERIOR INTERIOR p(:ERIOR BUCY.AN[HORING TRACK TFACF FRAME ANCHORING TRACK TRACK zz Ruck( CONCRETE ANCHOR NOTES: I. Concrete anctlorjocatians of the comers maybe odJvsted to maintain the min. edge distance to maetarjoints. 2. Concrete anchor locations mted as "MAX. ON CENTER' muss be adWed to mafntain the rNn. edge dstance to mortarjofnts, oddrtesnd concrete anchors may be required to ons" the -MAX. ON CENTER' drnensian are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY TO AOJACENr TYPE EDGE ANCHOR To . 1/1" 1.1/4' r r TAFCON ILCO ULTRACON WCJUU $LLRYW rpr/N1A1(JfV ryVrp: I. Maintain a rr0rwrium 5/S" edge dstance, 1' end detance, A I -o. C. spacing of wood screws to prevent the toWng of wood. I x sUC MASONRY OPfNR4G H Ixm" DIRECT 10 FRAME 1 G MASONRY K STEEi FRAMEANCHWXG 1 x suck. Direct to Masonry. Steet Stud( 11111111t 2 yC}1 opn S qq Szu 4 d E 8 z 0 2 U V S w fb 9 r rn Zln ao c iv 4 s rE I t/l2113 + 0 uct. N.T.S. A t. er: JK • tt FL- 11720.14 n M en 1 or L 0 WILL OF MATERIALS YAIFM IXS'JCKSG>=0.<2 WOOD 2X BUCK SG > 0.42 WOODPAIM' MAX. SHIM SPACE IJI"X2-3/4-PsH ELCO OR ITW CONCRETE SCREW STEELMASONRY3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F E 10 X 2-1 /T PFH WOOD SCREW STEEL G I/t' R 2-31,C PFH ELCO OR ITW CONCRETE SCREW STEEL H I Id' X 3.1 C PFH ELCO OR 11W CONCRETE SCREW STEEL K r 10 PFH SELF-DRIWNG SMS STEEL L 010 X 2-1/1' PF4 WOOD SCREW STEEL XT STE2L STUD Min. Thk AJ.';" (ASTM A653 GRADE 33 Fy--33 Ksi Mn. F1r-AS Ksi MRt( STEEL 1 EXTRUDED VINYL HEAD AND IAMB RGD PVC 2 EXTRUDED VML SILL, — RIGID PVC J EYTRUDEO VINYL LOCK RAIL' RIGID PVC r- '- t ElRRU7iD'TFYL MEETING RA."_' P,Iv10 PVC 5 EXTRUDED VINYL SASH STILE (B`XIOM SAai) RIGID PVC 0". UDEO VINY! tEAD if6EP.T ' RIGID PVC 1- I 8 9 El1RVDE-) VINYL BOTTOM LITT RAIL' RIGID PVC ExTR+IDLE VIi 1Yl T''F PULL P, AIL ` RIGID PVC 10 11' B/.LANCE COVER -- — _ EXTRUDED VINYL SASY. STILE' (FOP SAW ' 1 R!90 PVi 12 GUI±NG BEAD' — - _ R*I.D PVC A REINFOP.CEMENi-MEtTWGROJL STEEL _ 15 16 RERFFORCOc ENT - LOCK RAIL —_-7 STEEL . RFIiIFORZv"cMENi -_SM. s 17 REINFGRCEMENT MED. STILE VTIATHEPiTrIP BUlrj 1 CAM LOCK STEEL 11E AFPR(YJEn wKTE RIGi3 PVC OA"R',OP FY.I3JSf ,M FOR W*Com ARE TO RE PRODUCED EY Er1RJCal LX:2NSEFS fN :;AMA Cf.'.T.-FICATIQN PP0GP.AWS FCR RC O FV-_ EXTRUAONS t. - 0.17 - c I I 3 ": li 0.07' j RE1Rf0stcg1ovgUmn! Z rTT 49 32S Ia 0DC 14- — i RIM A JAAQ h OI.06S 0.36' OOS 7, L ATE'11NGtAK 5 uwmIEi~ Seth T4 GuwRc/Ef•0 F_ 20r 0 1 I fto0.0cs, 0.065 -` 0.065 F ` 1 J -4 - 211( ---1 wrmwu?I1 fu 4 Taruue—x 1T sp0_ if-GAASSBUE GLQW, TAPE k} I 13/ 16' THICK GtASS 60 1/8' ANNEALED GLASS AIP SPACE o `-- 176' ANNEALED GLASS t- SM SPACER 9 r_"iH4 Tl a T 1 12 7,T L N.T.S. K tr. JK a m: LFS FL- 11720. ? 4 UT _L OF _, 8f3U2015 Florida Building Code Online yy;e x€ raja t 3rrrf flfj[d aCIS Home Log In User Registration Mot Topics Submit Surcharge Stats tl Facts 1 ^ubhcation5 . FBC Statt P,CIS Site May Links f Search Busines ,. Professional \4 r Product ICUserApprovaluses: PWhc User Regulation 03 Ptsidu_L Aou.nval Menu > P9IlUct Or AODI ICahOfl Search > Aoo_ tQ1l;L t > Annkcsuon t4(-,I > ApPlltation 00tol M 1 FL # FL11720-R13 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 330) 922-2108 mfernbaugh@alside.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double 'Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer a Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan I, king, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By - Sections from the Code E 1720 R13 COI CERTIFICATE p( INDEPENDENCE ud( Standard ANSI/AAMA/NWWDA 101/I.S.2/A440 ASTM E1886 ASTM E1996 Year 2008 2005 2005 oplAloridabtlilding.org/pr/pr_app_dtl.aspx7pwam=wGF-WC MDgtizHEnMXJwex6YO03Fe%2bl3SO4aGAckV7zdYgeBJmVX8MRg%3d%3d ih4 Florida Buldrig Code Usiline Product Approval Method Method I Option D Date Submitted 04/14/2015 Date Validated C)4/26/2015 Date Pending FBC Approval 0412912015 Date Approved 06/22/2015 SummaryProducts ofPductsFL # Model, Number or Name i Description i 11720.1 Ia. Model 0201 Extruded vinyl Double Hung Window "Non -impact" I Limits of use Installation Instructions Approved for use In HVHZ: No I EL11720 R13 11 INST 11720.I.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No j Created by fndependent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other. See INST 11720.1 for Design Pressure Ratings, any I FL11M R13 AE EVAL 11720,1.Wf additional use limitations, installation instructions and product Created by Independent ird arty: es particulars. 11720. 2 b. Model 0301 li, x't_r u-'d', e"d ... V-in-'y"I Double Hung Window with Nail Fin ......... Limits of Use ... Non - Impact" Installation Instructions Approved for use in HVHZ: No F1 1172G B13 11 INST 11720.7joil Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure;.N/A Evaluation Reports Other. See INST 11720.2 for Design Pressure Ratings any FL11720 R13 AE EVAL 11720.2.Rof additional use limitations, installation Instructions and Ratings, Created by Independent Third Party: Yes particulars. 111720. 3 C. Model 0401 j Extruded Vinyl Double Hung Window - "Non -Impact" i Limits of Use Installation Instructions Approved for use in HVHZ: No I Approved for use outside HVHZ: Yes 1 1:1-11720 R13 11 INST Product Offet nq Ddf I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I created by independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 11720.3 for Design Pressure Rating any FLI 17?0 R13 AE EVAL Product Offering i3df Iiadditionaluselimitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 11720, 4 11, Model 0501 Extruded vinyl Double Hung Window - "Non -Impact" 1 Limits of Use Installation Instructions I Approved for use In HVHZ: No F111720 RI:3 11 INST 11720.4.-udf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11720.4 for Design Press -ire Ratings any additional use limitations, installation instructions and Ratings, t F. 1. rid L11720g13A[ EVAL 11720, i Created by Independent Third Party: Yes I particulars. 11720. 5 e. Model 0501 HP i Extruded Vinyl Double Hung Window - "Non -impact" Limits of Use installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ, Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other. See INST 11720.5 for Design Pressure Ratings, any FL11.720 Rtj AE EVAL 11720-SLI)d Created by Independent Third Party: Yes additionaluselimitations, installation instructions and product particulars. 11720. 6 tModel 0601/0601HP Extruded Vinyl Double Hung Window - "Non-Empact" 1—u— m—Its--of Installation instructions Approved for use in HVHZ. No Approved for use outside HVHZ: Yes F1 11 72n R13 11 INST 11720.6 odf j Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports 720.6. Ddf Other: SeeINST11720.6 for Design Pressure Ratings, any I additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. hapItflorldabuilcong. orgipilpr _ nMXJwex6YO03F%2bl3SOIaGACkV7zdYQeBJm\rXBMRg%3d%3d 2J4 app_d1J. aspx?pararn=wGEVXQvvtDc;uzHE 6FJ0ZOf5 Florida Elulldifq Code Online 11720.7 g. Model 8001 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 11720.7 for Design Pressure Ratings, any i additional use limitations, installation instructions and product particulars. 11720.8 1 h. Model 9001 Extruded Vinyl Double Hung Window - "Non -Impact" ! Installation Instructions FL 11720 R13 iI INST 117 0.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports i FL11720 R13 AE EVAL 11720.7.odf I Created by Independent Third Party: Yes j T Extruded Vinyl Double Hung Window - "Non -Impact" Limits of Use E Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL 11720 R13 11 INST 11720 B.odf i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other- See INST 11720.8 for Design Pressure Ratings, any Evaluation Reports I FI I1720 R13 AE EVAL 11720 8 odf additional use limitations, installation instructions and product particulars. 11720.9 i. Model "i" 201 / i" 201HP Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 11720.9 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. 1 11720.10 I ). Model "i"201 -_— — Created by Independent Third Party. Yes iI Extruded Vinyl "Tilt" Double Hung Window - "Non -impact" Installation Instructions Fi 1 1 720 R13 II INST 11720.9 n 1f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1t720 R13 AE EVAL 11720.9.odf Created by Independent Third Party: Yes Extruded Vinyl "Tilt" Double Hung Window _"Impact" Limits of Use -- --- Installation Instructions . Approved for use in HVHZ: No Ei 11720 R13 II INST 11720.10.ndf Approved for use outside. HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Dasign Pressure: N/A Evaluation Reports Other. See INST 11720.10 for Design Pressure Ratings, any FF 11720 R13 AE EVAL 11720.10.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes arbculars' 11720.11 k. Model V101 Unrfts of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 11720.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 11720.12 I I. Model V121 / V131 j Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other, See INST 11720.12 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. ----- - --- --- -._.. 11720.13 m. Model 3001 / 3B01 / 3A01 / j 3AB1 Limits of Use Approved for use In HVHZ: No I Approved for use outside HVHZ: Yes Impact Resistant: No i Design Pressure, N/A Other. See INST 11720.13 for Design Pressure Ratings, any I additional use limitations, installation instructions and product particulars. Extruded Vinyl Double Hung Window with Nail Fin - "Non Impact" Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 ! Created by Independent Third Party: Yes Evaluation Reports FFU1720 R13 AE EVAL 11720.11,ocif i Created by Independent Third Party: Yes I Extruded Vinyl Triple Double Hung Window with Integral Mullion and Nail Fin - "Non-Irnpact" i Installation Instructions i I Verified By: Lyndon F. Schmidt, P.E. 43409 Created by independent Third Party: Yes I Evaluation Reports F'L11720 R13 AE EVAL 17 0.12.odf Created by Independent Third Party: Yes Extruded Vinyl Double Hung Window - "Non -Impact" utilizing the "Sm-Sm" Sash Installation Instructions ELt 1720 R13 11 INST 117 ,13. & Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 11720.14 n. Model 3001 / 3601 / 3AO1 / 3AB1 i Extruded Vinyl Double Hung Window - "Non -Impact" utilizing the "Sm-Med" Sash Umits of Use Installation Instructions htlp Aoridebt11chng.orgipr/pr_app_dd.aspx-l)wam-wGEVXOMDquzHEnMXJwex6yQO3F°%2bl3SOlaGAckV7zdYyeBJmVX8MRg%3d%3d 3141- 6f3W1015 Florida Widina Code Online Approved for use In HVHZ: No FL11720 R13 If INST 11720.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See,INST 11720.14 for Design Pressure Ratings, any I FL11720 R13 AE EVAL IV20.14.ndf additional use limitations, installation instructions and product I Created by Independent Third Party: Yesparticulars. 11720.15 1 o. Model "1' 301 / "1" 301HP. Extruded Vinyl "Tilt- Double Hung Window - "Non -Impact" I Umfts of Use Installation Instructions Approved for use In HVHZ: No I FL11720 R13 11 INST 11720.15.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j I Other, See INST 11720.15 for Design Pressure Ratings, any FL11720 R13 AE EVAL 11720.15,pdf i additional use limitations, Installation instructions and product Created by Independent Third Party: Yes ' particulars. f 11720.16 , p. Model -1- 301 f Extruded Vinyl Double Hung Window with Nail Fin - _'Impact" f Umits of Use I Installation Instructions j Approved for use In HVHZ: No FL11720 R13 11 IN5T a 1720.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 11720.16 for Design Pressure Ratings, any FI 11720 R13 AE EVAL 11720 16 odf - additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. _--- 11720.17 q. Model 0601 HP Extruded Vinyl Double Hung Window - "Non -Impact" Umits of Use Installation Instructions Approved for use In HVHZ: No FL11720 R13 11 INST 11720.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I impact Resistant: No Created. by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 11720.17 for Design Pressure Ratings, any FLIIZ20 R13 AE EVAL 11720.17.ndf i additional use limitations, installation instructions and product Created by Independent Third Party: Yes 1 particulars. Centect lJs ; 1440 North Monroe StMet. Tellabagl ( FL 32299 Phone: OSO-487-1824 The State of Florida is an AA/EEO employer. CMright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses ane public records. If you do not want your a-mailaddress released in response to a public•records request, do not send electronic mail to this entity. Instead, contact the oftice by phone or by traditional mail: If you have any questions, please contact 850.487.1395. -Pursuant to Section 455. 275(1), Floods Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email address if they have one. The email$ provided may be used for official communication with the licensee However email addresses are public mcord. if you do not wish to supply a persons] address, please provide the Department with an email address which can be made available to the public. To determine it you are a licensee under Chapter 455, F.S., please dick h=. Product Approval Aee iets: reel@r - SAFE h" P:' cridmbUlding.urg/pr/pr_app dry,aspx?param-wGEVXOwtDgmHEnMXJwex6YO03F%2bl3SOlaGACkV7zdYgeBJmVXWRg%3d%3d 414 a ASSMIATED MATERIALS I N C. O R P O R A 7 E 0 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 I 3100 STRUCTURAL MULLION MUF LION GOAL POST STYLE BRACIET LAd HEAD AND S1114 ' i GENERAL NOTES; 1. This produducf im bow evaluated and bin compliance *"the 5th EdBon )2014) Roddy Pudding Code (FBC) a mkpaDV the 'H o Velocity Hurricane Tone' and conform to the requirements of R IC Chapter 17. 2. wood bins by others, rrrht be anchored properly to transfer bads to the structure and be revle AW M.4., I.VMOttYCU DIMENSION !S 108' IN, W2 I GLAZING PRODUCT( GLAZING PRODUCT GLAZING I PRODUCT III II MAX. COMBINED DIMENSION IS 108' wT GLAZING GLAZING PRODUCT PRODUCT 4u by the Bulldtrrg official. 3. Mullion anchor errlbadment to base material shot be beyond wall dressing or stucco. 4. When used in areas requiring wind bwo debris protection. this product does not require protection from an impoct reshfont covering when used in Wind Zones 1. 2 and 3 as defined by ASTM E 1996; In Wind Zone 4. as defred W ASTIA E 1996, this product must be protected wwr, an Impact resistant covering compying with Section 1609.1.2 of the IBC. MAX. COMBINED r iDIMENSION15108' W1 — W2W? — MAX. COMBINED DIMENSION IS 108' W7 W2 S. Separate. product approvals for each glc>ang product used with these mullions must be submitted I along wtfh this mullon prodw.t app oval. 6. Anchoring of each glazing product to the mu9on shall be as shown In each kxWud plant product approval. . 7. Any conaftre not wvemd in this evaluation are AMect to separate anginwir g evaluaton. 8. Hermon Design Pressure Rating. see Load Rating Table sheets 2 and 3 of this drawing. 9. The design pressure rating of the assembly shot be the lesser of the bad capacity of the nvAton as detemr*,9 l using fhis approval or the design pressure rating of the irWvki rd glaring products used. 10. Bouncing barn dimensions for gwmetk shapes must be equal to or less than the rectangular dimensions shown herein. TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 MULLION LOAD TABLE FOR WOOD SCREW ANCHORS 3 MULLION LOAD TABLE FOR CONCRETE SCREW ANCHORS 4 MULLION SECTION AND ANCHORING DETAILS GLAZING GLAZING PRODUCT GLAZING PRODUCT PRODUCT l GLAZING GLAZING ` PRODUCT PRODUCT GLAZING GLAZING Q, PRODUC7 PRODUCT 4 bh o® GLAZING GLAZING PRODUCT PRODUCT TYPICAL MULLION CONFIGURATIONS WI-JI W2--I GLAZING GLAZING4PRODUCTPRODUCT O 8 TRIBUTARY W!DiH = Wl + W2 2 i-WL I W2 GLAZING GLAZING PRODUCT PRODUCT GLAZING z 1i PRODUCT 3 1 I' C ti 3100 STRUCTURAL NULLDN LOAD TABLE TRA WA Rif VA 2r 3r 3r 3r 31r 3r 4r 4r 4r 4r 4r W' M 7a' 04.43 80.82 5729 54.36 51.T7 4I.45 4T.35 45.42 43.0 42W 40.4 33.08 3&51 f! 1825 71.78 07,87 54.43 111.3D 5884 5AN 53:83 51.71 0.75 47.93 4024 4320 7r 8328 7830 PLIS 70.41 57.I0 Bt08 81.33 S881 4e 4.33 52.34 59.0 47.15 4r 21.13 06. a1.23 77.fa 52 70.20 STAY 04.40 111.54 50.48 5729 5528 MAD 8r 1 .m 9425 89.23 84.78 60.78 T7.71 71.17 70.71 57.89 6529 8285 4014 5851 w 11020 inn 0.33 9342 6a.97 4.02 a123 77.f6 4. 71.aa 5I.21 as.73 M29 Q 7120.W 114.70 10Lm to3 9830 Riot W.71 a5ld OZ51 M32 M33 73,54 85.71 4r IM.m t2LW 120.m 11444 tms5 Im.95 90.30 95.22 M 38 A.04 1 54.57 1 91.53 75.05 w 120.00 120.W 1M.00 t20.m W 14 110.40 105.83 1Dt56 87.00 03.05 58 84. sr 1W.m 1Z.W 120.00 t20.W 120.W 12D.OD 12-0 11.05 1t294 1m.03 Im,53 0.36 9202 it 120.00 12D.00 I70.00 t2AD tMM 121.W 120.m 120.00 120.00 11GI8 111.34 Imm 98.95 Q 12111 IV.11 121.11 I&M 121.m 120. 121.W IEO 1 120. 12LW 11511 10.72 it 120.W 120.00 120.00 t20.00 I21.W 12D.W 12100 I21.00 12D,W 1210D 12100 IM.m 115.43 4r 120.00 13.00 120.0D 120.W 121.m 12D.W 120.W IM.00 121.W IMAD to-m tMOD 120.00 4r 121.00 120.00 121,00 12D.m 12D.m 120.0D 1210D I20.00 12D.W 12D.00 19D.m taco 1 W It 4f 120.00 12D.00 1 120.00 t20.00 1 120.00 12000 1 12100 1 IM.00 120.0D 1 12100 120.00 I&M 120.00 4r 120.W 12100 I=D t20.m I IM.00 120.00 12100 121.00 12100 120Am 1 13).00 120.W 12000 4r 1M.00 U0.00 129.00 12D.00 12D00 120.W 120.00 IM00 12D.00 120.m 121W t29.00 120.00 3r 120.00 FEE 1I0 120.m 1 .80 12900 12D 00 t2D.0D 12D.W 1M. 00lizaD t21.W 12LW 120.W 121.W 181.m I20.m 121.W 121.m 120.W @D.m 120.W 120.mIMAD 110W 3r 120.m t2D.00 tM.W I&M IMM tMAD IMM 120.W 121.W 12L.W120.00 t2DW 37 12009 UD.W t21.m 12D.W 120.W 1210D 120.W t20.m I21m 120.00120-W 120.W 3r - Imm 120.W tz.m 120.m 121.m 12D.W 1".00 12100 12D.W 120.031*00 I20.m 2Y IM.W 120.m 120.00 Imm 120.00 12DAD I20.00 12000 12D.00 120.0012D.W 120.00 it 20.m 1 .W t2D.m 121. bt.W m 120. 1 . 1 .W 3r 1S.W 11RW 121.W 12Lm 121.W 121.W 12,.W I&M 121.m IM-00IWAD 120.W NS C S OR Of EMULL N L T: 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT OETERMINED IN STEP 1 ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (I FOR 1) 1/4'-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDMDUAL GLAZING PRODUCT APPROVAL. n g at[: 12 11 08 2. SUBSTITUTE 18-18 PANHEAD SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDMDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6' FROM EACH sc r. NTS oWL er, DWSENDANDAT15' O.C. MAX. SPACING. we W. LFS NOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE DROMW NO.: MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. FL- 12078.1 PCE7 11r i p 6 5 8 Y 3 WI -Jr W2 GLAZING GLAZING h PRODUCT PRODUCT z10 J TRIBUTARY WIDTH WI + W2 2 W1-t--- W2 --I GUZING l .PHCk-.UCT II G'U,ZING PRODUCT' d GW!NG PRO"XCT 3100 MUCfl1RAL AIM"N LOAD TABLE T787TUTARY 28" I 34r' 3Y 311' 3r 3r WM 40` I 4T 44• 46' I 4r or Sr 79" 41 Ku 67.29 1 64.30 St.71 40.45 47.56 1 45.42 as 42AD I 4a 08 St W STY U21 00 99.28 67.14 55.17 1 33,33 61,51 4 47.93 4&n U47 M82 0&0? 65.03 e1.52 69.31 57.24 86.32 362 51.03 50.3 0 03 7245 66.23 44/ 0. i 50.6Tilt47.T2 80• 79.12 AN nm 69.13 0.49 64.os 1.70 NAT 57.70 6S85 1 54-12 an 82 e229 II&ST T&M 72A0 e9.23 68.67 64,29 8207 moo nos 55.25 54.55 0.43 6r K71 141,70 Tom 76.07 T2" 09.46 6685 61.83 6246 M42 66 8673 53.0 u 1 8633 91.70 T4.37 7S.29 72a 82 67.31 6608 8296 nos S9.Oe SS sr e3.61 e0T 0&43 6111 78. 7537 7206 mat 67.9D 8668 63. 81.58 88 87.96 9551 80.44 66.71 IZ29 79.12 71114 47 7a94 eABT 00,35 a 6/.29 50 Y Will a06 9E 4 4a 19 e321 I sz• .oT 1Daa 9846 sLa 90.42 ea6e 61 6o.s6 nn - 7Ata T e4 1KI-1 70.33 u tu7e 42 105.55Kill SOt 626 87.77 44.55 F-W 371 73.73 6,29 1MOD 4.3 100.0 D 0 5li 6270 W.OD i.42 Ttn) 120.00i 12AD0 115.14 110.08 t0S45 WL78 W-3 6962 67.11 64 to 1A.44 1200 12Qoo 12DA0 16.36 IRE 106 1410 K21 1. da el 1T6A0 12a Y20.OD 120.Oa 14T.8T fi3tf ta0.83 t0i19 fo089 8To8 83 80.87 05 12aW 120. 00 12oA0 1 120.00 120.00 1W20 tt 77 IK67 am u• iA00 f2A 120A0 120.00 12D. t20.0e t 00 t1r.n full 10425 10B46 101.90 40 s6• 12' 1.0o t2Ao0 A 120 .al 120. 120A 120.00 t20.00 120Co 11638 112.21 10 1050 3c 121o0 Imoo 120.00 12DAD 120.00 1200a IM.00 IMOD 20.00 12 U) 1/9.91 155.64 42 Se' 12aoo 120. 00 120.x 12-10 120.00 120.00 to 120.0 2ri0o aD 12a0D 116,13 11a03 t20. a0 moo 123A6 15,50 1f8.o0 twoo tiaoo 12aa6 moo 12A00 120Ao ri• 12J. a0 4400 1 i2aaa cW 19 I&CO 00a f2a;0o 12a00 In IN 26' 120. 00 M400 1 12auc t• 0. f7aM 12D.A 1M ttE.aD t20.a0 t2Ti0D 80.00 Zr 120. 00 S2a0E f70.09 12¢00 t2D.00 120.a9 120.00 t20Ao f20G3 t 00 t .a3 t10.00 00 INSTRUCTIONS FORUSE OF TH MUI..LQU LOAD .-AB..I F. 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED 8' Y THE BUILDING DESIGNER (ARCHITECT OR EN(VVEER OR RECORD). 2. FGR THE PARTICULAR OPENING, DETERk1.NE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAT; AND TRIBUTt RY WIDTH DETERMINATIGN. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN, IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. Al THE INTERSECTION OF THE RUN.' CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWINGI. SUBSTITUTE' (1FOR1) 1/4--74 SELF -DRILLING SCREWS FOR THEFASTENERS SHOWN IN THE INDMDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE fB-18 PAWEAO SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDrAouAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6• FROM EACH END AND AT 15• D.C. MAX. SPACING. NOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. T-/ 1S SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHrON. jm' rwrz12111190 wac NIS tW BY; DWS ax ar LFS owmc*w FL- 12078 1 wt[r a 4 I G In 375' o 75' 1.0" I 75" TF. 0.75" ni N MULLION ANCHOR BRACKET 50-2722 MAT'L: 6063-T5 3/4' SMS CENTER HOLE MUST NOT BE MUCUOM USED WHEN USING MAT'L: 6063-T6 CONCRETE SCREWS 0 1/4" MAX. - g GHOR THRO11Se1LiX BUCK USING 1/4" X 2-1/4" CONCRETE SCREWS 1/4' MAX. ---, 1-1/4' MIN. ANCHOR TO 2X STUD2XSiUO EMBED. OR TO 2X SICK USING 110 X 1-1/2" WOOD SCREWS a v'. 4) 1/4" x 2-1/4' ELCO ULTRACON CONCRETE SCREW 2.5" MIN. EDGE DISTANCE) 3.000 PSI CONCRETE CONFORMING TO AC' 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 1- EMBED. EMB. 3/4' SMS MAX, ANCHOR TO MASONRY ° USING 1/4' X 1-3/4- CONCRETE SCREWS / SIG MLu LION BRA! KET ANCHORING BASIC MULLION BRACKET ANCHORING FOR CONCRETE SCREW CONNECTIONS AND FOR WOOD SCREW.APPUCATIONS MS SCREW (MULL TO MULL) CONNECTIONS gooe 88Z$zU C 6) ;/10 x 1-1/2" r loll WOOD SCREWS (3/4' MIN. EDGE DISTANCE) a i 2X MAIL: (SPRUCE - FIR)) b7 PINE C-0.42 OR BETTER zo 1-3/8' MIN. z EMBED. 4 Q a z TN l J HORIZONTAL ALUMINUM MULLION UNDER. SEPARATE APPROVAL) 4) 110 X 3/4" :r GOALPOST na Q SHEET METAL SCREWS 1/2" MIN. EDGE DISTANCE) BRACKET 3100 MULLION o_ oMULLIONTOMU(,LKJN LNCHORING a-Z DAM 12 7i 084) 1/4' X 1-3/4" ELCO ULTRACON CONCRETE SCREW sour. NTS 2.5" MIN. EDGE DISTANCE) awa. 81 DWS ux. BY. LFS 3.000 PSI CONCRETE CONFORMING TO ACr 301 OR HOLLOW BLOCK CONFORMING TO ASTM C40 oPiamo wa. FL-72078.1 ven 4 or4 I-A-51 Florida Building Code Online Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Associated Materials Inc. 3773 State Road Cuyahoga Falls, OH 44223 33D) 922-2108 mfernbaugh@a Iside.corn Vivian Wright rickw@rwbidgconsultants. com Windows Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida on Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan 3. King, P.E. i!; Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 httpJi loridaWIcOMargr Ipr appA.aspx?param-wGEVXowtDgwEompsa6FAumucubT5z3s3d3anyGy7HJ5yVOCKP3Tw%3d%3d 7M' 8i30+Uf5 Florida EUlding Code Online Product Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Produets 03/04/2015 03/16/2015 03/18/2015 06/22/2015 fL # Model, Number or Name Description 12078.1 a. 3100 Structural Mullion V Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post (at head and sill) Style Mounting Bracket Limits of Use Installation Instructions Approved for use In HVHZ: No FL12078 R4 11 Inst 17Q78.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.1.odf window size. Refer to EVAL 12078.1 and INST 12078.1 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 12078.2 I b. 3100 Structural Mullion '— Extruded Aluminum (lipped- Mullion for use on Wood Openings utilizing the Goal Post (at Sill) and the Bull Nose (at head) Style Mounting Brackets Limits of use Installation Instructions Approved for use in HVHZ: No FL12078 R4 II Inst 12078.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact ResLstant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Mullion Design Pressure varies according to mulled R12078 R4 AE Eva[ 12078.2.odf window size. Refer to EVAL 12078.2 and INST 12078.2 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. 12078.3 c. 31DO Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Masonry or 1 Wood Openings utilizing the Goal Post (at head and sill) Style Mounting Bracket Installation InstructionsLimitsofuse Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL12078 R4 1I Inst 12078.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other. Mullion Design Pressure varies according to mulled FL1207B R4 AE Eval 12078.3.odf window size. Refer to EVAL 12078.3 and INST 12078.3 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings', any additional use limitations, installation instructions and product particulars. J 12078.4 d. 3100 Structural Transom Mullion_ 1 Extruded Aluminum Gipped Mullion for use on Wood Openings utilizing the Goal Post (at Sill) and the Bull Nose (atthead) Style Mounting Brackets 111 Limits of Use Installation Instructions Approved for use In HVHZ: No I .171-12078 R4 .4.2df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.4.odf i window size. Refer to EVAL 12078.4 and INST 12078.4 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. 12078.5 e. "I" Series Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood and Masonry Openings utilizing the Goal Post (at Head and Sill) Style Mounting Brackets Limits of Use Installation InstructionsInApprovedforuseinHVHZ: No Fjj20z8 R4II st12078.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Mullion Design Pressure varies according to mulled FL12078 R4 AE Evai 12078.5.odf window size. Refer to EVAL 12078.3 and INST 12078.5 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. hOpIMaridabuild%org(prlpr app dll.aspx7param=wGEVXOMDgWECAP6a6FAUrnUcubT5z3s3dianyGy7HJ5yVOcKP3Tw%3d%3d 2a. 8 2015 7 Florida Widing Coos Online 12078.6 f. "I" Series Structural Transom ' Extruded Aluminum Clipped Mullion for use on Wood and Mullion I Masonry Openings utilizing the Goal Post Style MountingBrackets A — Limits of use---— Installation Instructions Approved for use in HVHZ: No F 12078 R4 II Inst 12078,6.Ddf1ApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to mulled FLI2078 R4 AE Eva) 12078.6.Ddf window size. Refer to EVAL 12078.6 and INST 12078.6 for Created by Independent Third Party Yes Mullion Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars.1—^— 12078.7 g. "C-Class" Series Structural Clipped Steel 2.0", 2.25" and 2.5" Bar Mullion for use on Mullion Wood and Masonry Openings Limits of Use Installation Instructions Approved for use In HVHZ: No FL12078 R4 II Inst 12078.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409I YesImpactResistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to mulled FL12078 R4 AE Evai 12078.7.odf window size. Refer to EVAL 12078.7 and INST 12078.7 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. I1.l- iA— The State of Florida Is an AA/EEO employer. copyright 2007-2013 State of Florida.:: Privacy Statement :: Accesslbl6ty Statement:: Refund §tatellient Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact aSO.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are pudic record. If you do not wish to supply a ^ personal address, please provide the Department with an email address which car. be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Arcepts: W . securi •Mr:Trares httpJMoridabtlildiflg.orgfpdpr appO.aspn?plasm-wGEVXQwtDgWEQfBP6a6FAUmUubTSz3s3d3arlyGy7HJ5yVOcKP3Tw%3d%3d 313