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HomeMy WebLinkAbout110 Bristol Cir 17-1157; WINDOWS1 PREVENTIONBUILDING & FIRE PERMIT APPLICATION ApplicationNo: . Documented Construction. Value: S 4177.00 Job Address: 110 B R I STO L CIRCLE Historic District: yes No Parcel ID: 07-20-31-506-0000-0500 ResidentiatZ Commercial Type of Work: New Addition AlterationV Repair .Demo Change of Use Move Description of Work: REPLACE 8 WINDOWS SIZE FOR SIZE Plan Review Contact Person: Title: Phone: Fax: Email: PropertyOwner Information BARNESName CAROL & DAVID Phone:I' I • street: 110 BRISTOL CIRCLE Resident of property? City-, state zip: SANFORD, FL277-3—__ Contractor Information Name, MICHAEL TILLMAN / WINDOW WORLD Phone: 407-389-1400 Street: 3882 CENTER LOOP Fax: 407-389-1402 City, State Zip: ORLANDO FL 32808 Statc .l:,icense No.: CGC1514205 Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage . I.,ender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAYRESULT 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 ,N:ork and installations as indicated. I certif-y that no work or installation has commenced prior to the issuance of apermit and that all work will be pert-ormed to nicet 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. 1. 05.3 shall be inscribed with the date of application and the code in effect as of that elate: 5`1 Edition (2014) Florida Building Code ! Revisedi hine : 30, 201 Pennit Application +\ JJJ REQUIRED INSPECTION SEQUENCE BUILDING PERMIT Min Max ins ection ;JDescri Lion 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 Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: 1 t ,ra X`sCsv ELECTRIC .L PERM.$ min Max Insj2ection Descrll tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Mt C,H.k%!CAa: Min Mays Inspection Description Mechanical Rough Mechanical Final Gas Unde Gas Roug Gas Final REVISED: June 2014 N0'l ICF': In addition tr> the requirements of this permit, there may be additional restrictions applicable to this property that may be lound 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 I will notify the owner of the property of the requirements of 11orida Lien] m,. 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 compWnce with all applicable laws regulating construction a_,nd-r6—nh)g. swnatw-e Dale Print -ner,,Agent's Name Signatuic qffl ricl,,, JENNI otary Public - State of Florida Commission # FF 936560 my Comm. Expires May 27, 2018 Owner/Agent is . ........ ..... . Personally Known to Me or Produced 11.) _ Type of ID z Z= ymlj") of ContracjkKAgent "61LC MICHAEL T Print Con tor/Agent's Nam "A JEN R MASO 0Sigii,itiireofN6tsiiigt Wary Public 5M8 0ZSuit,tFloridaCommission # FF 936560 ra My Comm. Expires May 27,20J188. Contractor."' Agent is Personally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ElectricalE] Mechanical[] PlurnbingR GasF] Roof R Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes [] No F] 4' of I feads Fire Alarm Permit: Yes F1 No F1 APPROVALS: ZONING: ENGINEERING: COMMENTS: U71LITIES: FIRE: WASTE WATER: BUILDINU. 5e 4. as I I— Revised: J une 30, 201 Permit Applicatioo HIS INSTRU T PRE ARED SY: f art»: l l ty pc (L2 A d dress: -:), - NOTICE OF COMMENCEMENT 0 er"It Humber rrc at l o Humber: til'AN-1 I'IALLi i L.I`I.Li'IUi_L i:ili i (` 1 (Jl1Pl l i;ll'1`i'i'' f hCIL'...l:.J<. OF <:J:'' CLERKL u 21J1.7G1,05 ru-'? i ' :_ • ;.:j I Ft1=. C:t7ftl:}I:LJ i i:;.l:?:_I`'?i il r :i.l REi: i;RDEL, 12' J am i i,i I a t,ndenigned nentey gives none IMal vn wrvemern .wl be mad* to cartetn real prooerty, and in accordance vAth Chaplw 713, Flanda StatuIV& the ilovwnqinformationsprovidedinThisNoticeofCOmmerxxmenf. I. OESCAIPTION Of PROPEATY: IL, -gal desuiotion of Ihs property and Street address if available) 2. GENERAL DESCRIPTIQN OP IMPR<]V I. C-NNER INFORMATIONI OA LESSEE I,N'/O RIMAJION IP THE LESSEN CONTRACTED FOR rHN IMPROVEMENT: 1„ ottest in prnp«ry: O t CVJ 1z•P 'xn s-. G t i 3i7 3 Free Slmole T1t1e Holder (if ather than owner haled above) Name: Address: 1. CONTRACTOR: da{m e':/ Phone NUUmber C( I (•L VAddrais: S. SURETY (II applicable, •catty of the payment bond le attacfledk Name: r Address: Amount of 9or1d• S. LENDER: Nam*: Phone Numero r ``' ..; -` Address: 7. Pernane with/" the Stets of Florlds Oesignated by Owner upon what" notics or ather document* may be served as provided by S e etlon713.1J(lXa(7., Florida Statutse, Lyrae: Phone Number l7 V C-- a: z Addres4 d w S. In .iddltion Cwner rlesignatae of v = u, o receive a cooly of the Lienols Notice as provided ,n Seaton 713. 1 J(1)(b), Florida Slatute4 Phone number O S. E..awalmri Oat@ of Nolka of Commerxemenr (The eiprallon.a I year from date of recording to less a different ate is .oec,eed—) o~cCc YARNING r0 OWNER• ANY PAYMENTS MADE By rHE CVVNER AFTER THE EXPIRATION OF DIE NOTICE CF CCMMENCEMENT ARE CCNSIDERED !MPgOPFR PAYMENTS UNDER CHAPTER 717, PART 1• iECRON 713.IJ, FLCRIDA hSTATUTES. AND rAN RESULT iN YOUR R,VICE FOR IMPROVEMENTS r0 YOUR PROPERTY A NOTICE OF t:OMMENCE•MENT lAUST AE RECCRCEO AND POSTED C8S1iE ©EFORE THE FIRST iNSPECTtrm IF YOU INTEND TO CBTAIN FINANCING, CCNSULr WITH YOUR LENDER CR AN ON THE ATTORNEY IEFCRECC!AMENCIN03'NORK OR RECOROING YOUR NOTICE OF (:CMMENCE.MENT. rafter penaltl*e of , I declars that t have fe*d the forega/nq and that the huts .fated In It an true to the beet of my knowfod" u.f. and y,+.- a tar.«"'. r.•.,..w.N at* of Ok/1 county ar dgeed befbrs rim this ( .lay of e forsgotnq Instrffuum mOnt.vas acknowtnn by 4/Ll_G( `1 a V" le penorralty know" to rns 0 OR ho has producod Identification O type of Identification produe*d JENNIFER MASON Notary PUblic - State of Florida ! t; j 2N\ (lii l }o, r Commission # FF 936560 t qFF bMy Comm. Expires May 27, 2018 iu, il „ r,or r CO Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 04/24/17 I hereby name and appoint: JORGE TORRES an agent of: WINDOW WORLD Name of Company) to be my lawful attorney -in -fact 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 permit and application for work located at: 110 BRISTOL CIRCLE SANFORD, FL 32773 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: State 1-icense Number Signature of STATE OF COUNTY ( KWHAR Til I MAN rr-r191A')n9 The foreocrin(pinstr ment was acknowledged bef6re me this ?)-"day Of 200_W,, by who ally known to me or o who has produced as identification and. who did (did.) "-ke an oath. S i gn a L e Notary Seal) Print or type name JENNIFER MAST! Not State ofyPublic - State o Notary PublicfFlorida Commission No. xl Commission # FF 93656oC No . ............................. cFF Al Y COMin. Expires rem r May 27, 2018 My Comm ission Expires: 1. Rm 08,12) SCPA Parcel View: 07-20-31-506-0000-0500 Page 1 of 2 I Property Record Card Parcel: 07-20-31-506-0000-0500 Owner: BARNES CAROL L & DAVID ce*v+a xoaxry acx Property Address: 110 BRISTOL CIR SANFORD, FL 32773 Parcel Information Value Summary Parcel 07-20-31-506-0000-0500 m...-, _......... Owner BARNES CAROL L & DAVID v Property Address Address 110 BRISTOL CIR SANFORD, FL 32773 Mailing 110 N BRISTOL CIR SANFORD, FL 327737324 Subdivision Name BRYNHAVEN 1ST REPLAT Tax District ;eSt-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions . 00-HOMESTEAD(1994) 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $89 689 83,491 Depreciated EXFT Value $988 1 000 Land Value (Market) $20 000 20,000 1 Land Value Ag T _. ..-....-. _ JutMarcet Value $110677 104491strRorabAdj Save Our Homes / $34 014 29,405 Amendment 1 AdjAd' P&G Adj — $0$0 Assessed Value $76,663 75,086 Tax Amount without SOH: $1,281.00 2016 Tax Bill Amount $692.00 Tax Estimator Save Our Homes Savings: $589.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 50 BRYNHAVEN 1ST REPLAT PB39PGS20&21 Taxes Assessment Value Exempt Values Taxable ValueTaxingAuthorityi. County Bonds 76,663 ' 50,000 26,663 City Sanford 76,663 i. 50,000 . 26,663 County General Fund 76,663 = 50,000 26 663 Schools 76,663 25 000 51,663 SJWM(Saint Johns Water Management) 76,663 50,000 ? 26,663 1 Sales Description Date Book Page Amount Qualified VaGlmp QUIT CLAIM DEED 1/1/2002 04317 025 28,500 No Improved QUIT CLAIM DEED 9/1/1996 03202 1645 30,800 No Improved FINAL JUDGEMENT 8/1/1996 031 s 0904 100 No Improved WARRANTY DEED 8/1/1989 ° 02097 75,400 Yes Improved j Find Comparable Sai Land Method Frontage Depth Units t Units Pnce Iue LOT 000 ` 0.00 1 ; 20,000.00 ` 20,000 , Building Information incorrect? Click Here. IsB..Bed/Bath coon#,._. a Year Built Description Actual/Effective Fixtures Bed Bath Base Area . Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 1989 6 3 2.0 1,309 1,765 1,309 ` 89 689 101,344 jD cription Area http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=07203150600000500 4/22/2017 SCPA Parcel View: 07-20-31-506-0000-0500 Page 2 of 2 SINGLE CB/STUCCO OPEN FAMILY i FINISH PORCH 16.00 FINISHED 1 GARAGE FINISHED w 44000 Permits Permit # Descnption Agency r j Amount F CO Date i Permit Date 00591 ADDITION - RESIDENTIAL SANFORD I $5,775 S 11/29/2004 01717 ADDITION - RESIDENTIAL SANFORD 4 300 t 4/7I2004 00088 ADDITION - RESIDENTIAL SANFORD 3400 10/1/1997 Extra Features Description Year Built Units Value New Cost PATIO 1 5/1/2008 1 388 500 SCREEN PATIO 1 5/1/1997 1 600 1,500 http://parceldetail. scpafl.org/ParcelDetailInfo.aspx?PID=07203150600000500 4/22/2017 7 67U,P s Name: Install Address:_ City,; State Zip:_ fr A ill Simply the: Best for Less" 3882 Center Loop, Orlando', FL32808 407) 389-1400. 1-800-NEXT WINDOW • (407) 389-1402 Fax windowworldorlando.com / CGC 1514205 Phone (H): e l Phone (W)- r Phone (other): DOUBLE HUNG Series 4000 DH Insulated 101 UI 189 Series 4000DH,Insulated,10 114UI 240- Series 4000 DH Insulated over Series 6000, DH.Insulated.114U1 114UI 340 275 Heries 6000 DH7nsulated over 114UI 375 15'OalfScreens Full Screens Solar Zone Elite Low=E Glass 40 79 Argon Gas 20 32Colonial.Gnds PContoured 49 ` Grids 59' Beige Color. 69 Wood Grain Interior (4000 or 6000) 9,5 Architectural Exterior Color 159 18eies201`DH .... S666 3102 !'Lite Slider Series 3104 Fixed Glass Series 5.11 Sliding Patio Door . Ft. rr MISCELLANEOUS Jstom Exterior Cap &Wrap rep to Code/Trim Kit 59 99 Mull to Form Multi -Unit 65 Tempered DH Sash (BSO) (TSO), 40 Tempered (Fixed Units) $ 9/S $ 496scu, I Glass Lead Abatement Procedure 79 1 x 4 PT Buck (Volusia Only) 40 Code `Compliant P"ood Services>1010I 85 Code Compliant Plywood Services < 101UI 65 Lead Abatement Procedure Sliding 129 Code Compliant Plywood Sliding 169 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 Insulated < 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 Vinyl Sliding Patio Door 9' 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 Screen'Sliding Door 60 Grids Patio Door 169 Solar Zone Elite Low-E / Argon 209 Removal'& Install 250' Custom Exterior Trim 95 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 IFNOT 'IN' WRITING code ( Volusia) Salesman - 5 15 amurude Extra Labor $ Setup & Disposal Fee $ 100.00 Permit & Fees $ $ 259.00 TotPmount $ Custom Order Deposi 0% $ Balance Paid to Imaller upon Co4etion $ CHECK RETURN Buyer agrees INV he has read and underst conditions and b of this contract and agr Date ne White - Copy = Original TYello Copy unto er RE $ 59 all terms and conditions on front every term and condition. Date Product Approval Sp J ' ` tion Form 1 7- 1 1 5 7 5r,eO-0110 Permit # CEP" Project Location Address 110 BRISTOL CIRCLE SANFORD, FL 32773 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 www.floridabuilding.orq. 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 arid requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging SANFO D BUILDIN DIVI I Sliding A PERMIT ISSL ED SHALLBE CONSTRUED Sectional OMPHANCE LICENSE TO PROCEED WITH THE WORK AN Roll Up ASIDE ANY OF HE PROVISIONS OF THE TEC Automatic PbkN CODES, NOR SH NLL ISSUANCE OF A PERMIT Other DATE RE U I 2. Windows CONSTRUCT ON OR VIOLATIONS OF THIS Single Hun Horizontal Slider Casement Double Hun h--` l 1 Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 3N OBEA NOT AS iR SET HNICAL aREVENI TER 3CANS. CODE Category / Subcategory Manufacturer Product Description Florida Approval # 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 Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ 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 Description Florida Approval # include decimal) 5.-Shutters Accordion Bahama Colonial Roll yp_, Equipment Other 6. Skvliqhts Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 MICHAEL TILLMAN WINDOW MEASUREMENT ORDER FORM 1 2 4 5 E 7 E c 1C 1] U 12 14 1'. lE 1i li 1S 2( 2] 2° 21 2° v 2; Z ARNS 1# OF STORIES: IMEASURED BY: DATE: / / / YPE OF CONSTRUCTION: ITYPE OF WINDOWS: VIA_ CA--1 OF WINDOWS: INSTALLERS NOTES: DRAWING SCREWED IN STUCCO OTHER BRICK 4191. Print Friendly ASSOCIATED MATERIALS 4"Aj I N C O R P 0 R A T E 0 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 3100 STRUCTURAL MULLION WAJON GOAL POST STYLE Biiki(ET AT HEAD AND SLL) ' MAX. COMBINED DIMENSION IS 108" w1 -- W2 GENEf?AL NOTES: rKuuuG 1 7. TFnfs product Iran beat evaluated and is in compliance vAth the 5th Edition (2014) Ronda kjw g Code (FBC) excluding the'High Velocity Hurricane Zone' and conforms to the requirements of FBC Chapter 17. 2 Wood bucks by others, nrnt be anchored properly to transfer bode to the siructure aid be reviewed by the Building OfF.ctal. 3. MuMon anchor embedment to base material shag be beyond wall dressing or stucco. 4. When used in areas mgvting wind borne debris protection. 8tis product does not require protection from nn impact resistant covering when used in Wind Zones 1. 2 and 3 as defined by ASTM E 1976: in Wind Zone 4. cis defined by ASTM E 1996, this product must be protected wP. an Impact resistant COMBINED DIMENSION MAX. COMISBED — — DI coveringcornyyangwithSection1609.12 of the F8C. W 1 W2 5. Sepcnate. product c Is for each product used with these mullions mist be submitted ply9gPhuI I along with th' n ullon product approval. 6. Anchortrsg of each gWrig product to the mullon shall be as shown In each ixWual glo ftproduct approval. GLAZING PRODUCT 7. Any concgliens not covered in this evaluation are subject to separate engineering eva4totson. 8. Mullion Design Pressure Rating. see Load Raft Tonle Shoots and 3 of thls drawing. GLAZING PRODUCT 9. The design pressure roting of the assembly sh cA be it* lesser of the low capacity of the mullion as detemdrrA usl•g this approval or fhe design pressure rating of the kxWk ual glazing products u sW. FPROD 10. Bounding tort dimensions for geometric shapes must be equal to a less than the rectangular dimensions shove herein. TABLE OF CONTENTS SHEET DESCRIPTION f 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 PRODUCT GLAZING PRODUCT MAX. COMBINED DIMENSION IS 108" w1 GLAZING GLAZING e ^ PRODUCT PRODUCT Ln 4 J J( t MAX. COMBINED DIMENSION IS I W2 IV, —I W2 1 GLAZING GLAZING Q, PRODUCT PRODUCT qb N os GLAZING GLAZING PRODUCT PRODUCT TYPICAL MULLION CONFIGURATIONS sr c: IJTS er: aws FL- 12078A er f or 4 WI -J- W2 -1 GLAZING GLAZINGaPRODUCTPRODUCT O 0 TRIBUTARY W DTH WI + W2 2 f-- wr -1{- w2 --1II GLAZIK GLAZING PRODUCT PRODUCT n n GLAZING 21 PRODUCT t k 1 STRUCTURAL MULLON LOAD TABLE IT3100 TABUTARY wm Z! r Sr 3r 3r 3r 4r r 4e r 4r sr M 64A3 m.m 57-M 54.38 51.T7 4a.45 47. 45.42 4105 4200 40.48 Oe X51 Tea 71.78 87.87 61.47 1.SD 5801 L8.14 53.83 51.71 49.75 47.W 4624am7e.39 u, 4I eT.a 6t06 M.At a, 5Qs 31 5234 4a 4T.1s 11.t5 as. a123 T1.18 52 707D 67.17 64.40 81.84 50.48 57Z9 55.28 51.W w 100Aa 24.3 59.23 84.75 60.76 77.11 1m.T7 70.71 Us 65.29 62ee 00.64 se, or ION 103a6 9633 1342 I&u e4.9z aim may 74.ri n.ee 09.20 MIS M28 Q 10.00 1$4.78 IMN Sm23 K30 0.181 m.11 115.1111 8251 79.32 763e 73.06 a6.71 or Im.00 120.00 Im.m 11444 IM115 m.95 W.30 95.22 91.36 87.64 61.57 111.53 T6.f19 w I27m 1 Im.00 120.W m II6. 1t0,W 10A83 11.55 AO 05 55 54. 9P 120.W 1 .W 120.m Lro.m ll0.m 1ZD.m 137.W Ile. 1121/ fm.m m.53 99.56 9Z.D2 ar 1M.00 12a.00 120.m IMAD 12D.W 12D.m 120.00 120.00 120.00 116,8 111.34 IDe.80 ae.10 a Q 1mW 120. 120.W tmW g0.m 120. 120.W 720.m 1 Im.W 1ZO.W f ?D t9a ar f10.W 120.W t2D.m no.m 1ZD.m 12D.OD 1Z0.W 2D.m 120.W 1ZO.m 12D.W t?D.W 11545 4r 1210D 17D.00 Im.00 Im.m 120.W 120.m 120.00 MOD 12D.W MAD 120.00 MOD 120.m r Im.W 120.00 IMAD 12D.m 12D.m 12D.W i20.00 120,00 120.00 20.W t20.W 120.00 r IM00 12D.W 120.m t20.m 120.00 IW.W 120.00 UO.OD 12D.00 120.m 12D.00 t90.W 121100 417 A.W 12o.m 20.m t20.m IMAM I20.m 31.W 120.W 7p.m m.m 1m.W OD.m 1mW r 120.W im..W 120.00 120.00 12.00 120.W 1210D 122.W 12D.W 120.W 120.00 IM.m 12Qm Sr 120.00 120.W 120 12D.m 1 .W I..m 12D.W 120.W 12D.W 120.00 IMM 120.W tmW r 1ZD.W 120.00 f10.m 12D.m 12100 120.W 120.W I2D.00 120.00 MAD IW.W IMAD Imm 3r 120.m IZO.m 13.00 t2D.W 12DM t2D.00 Im.00 1W.m 1m.m 120.W 12100 Imm moo 3T 1mm 1m.00 MAD 120.21 M.00 121m 17D.00 I20.W IM.m 1ZD.W 12D.W 120_00 MOO 1r 120.m 120.00 2o.m 120.m tm.m UD.W 1ZD.W m00 I" Im00 tZD.W ma2r1:D.W 120.m Im.00 121M 120.W 131.W IZD.W IMAD 2D.W 120.00 120.m 120.m f W 1 .m 1EI.m t20.W m 120. MAD 12DAD 131.m 1A.m 14 1]0. 7S1.W 12D.m 120.W tZA.m 120.m 1 AD j1NSCCjONSFORUQFEMULLNLTABLE. I. 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. pwn ffff111111 No• SoS El 6 .611 s 8= hi dcc IN zo0 FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: T. SUBSTTUTE (I FOR f) f/4'-14 SELF-DRfLLiNG SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. g c 1108 2. SUBSTITUTE 18-IB PANHEAD SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6- FROM EACH 12 NIS mrc or DWS ° ENO AND AT 15' O.C. MAX. SPACING. NOTE, A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE a«. tM LFS S FL-12078.1 a 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. aEEt a 4 C WI I- W2 1 GLAZING GLAZINGaPRODUCTPRODUCT za 0xJ. 2 TRIBUTARY WIDTH n w1 + w2 2 W1 -- W2 - -- - G'11'TG II GUZING , .[JP=Oa!CT Pt?LX'UCT PRODUCT- vz a i II>2 SM?ION T HRU MULLION & FOIE 3100 STRUCTURAL 1NULLl IN LOAD TALE 7RBil7ARY 29" 39r 3r w W 39 INWH 4r 4r 44' I 4r 4r 9C w 74' 43 an 57.5 54.30 1.77 0.45 47.76 45.42 as$ MOD 40-48 ftN 3&51 fM 87.37 6i29 1.00 U.28 87.14 55A7 a" 61151 4175 47. 46.Z4 1147 f 02 68.07 819t 61.62 6A31 57.24 56.32 U62 51.83 6m. 48.FB IE03 31" 7i45 an 48.N es.13 81. N 43 65 8178 52.13 60.67 T2 or 79.12 T529 W6 MIS 88.A9 8416 61.79 69.87 5T.70 6685 SA. 5249 J2 8229 MST ISM T200 8Q.23 58.8 64.24 6207 moo 6Q06 64.66 51.43 6r 4571 BI.To 7523 75.07 Tz% W45 66 96 81.83 6246 42 64 68.73 1 53.47 N 5633 SIM 70.37 IOU- 46 69.82 9.37 G&W 4296 W95 6R08 I 5L* 93.61 e927 85.43 81.91 St 67A0 am 0 81.69 ST." ir .9s 9151 89.N 86.7f A229 T9.12' - 78.t8 4T M94 57 68.3D 84.29 0 69t02.61 911,05 n77 19.82 85.20 8285 7Q.75 a888 ti20 7/.71 60. t9 83.2! SP 108.07 04 08.46 Q417 90.42 80.68 U06 77.73 75.10 7 54 T0. 13 t t1178 42 tos.3S to 9501 9t.29 87.77 55 Ki 3$.t7 T3.73 ZO 1211.00 rt4.29 09.W 404.35 100.09 W 9 2 i 58e$ T, 82T8 00.00 71,42 72.73 12m.00 t2R00 118.t4 110.58 10S4S 10L19 1p?b Wb2 9m26 87,11 6l 44 g0.90 f20,00 120AD 118.36 111.41 IRS$ 80 2t 1. 85 04 12D.mm tzamo t2o.mD t23.00 1iT9T 113ri w567 t0449 tOD68 nw oa 99.87 as TRW 120.00 120AD i 12Q00 120.00 11620 SI 7T m tmt Km Km Koo W 1aA0 1211 12DA 120.00 120. 120.90 177.T! N313 0825 t0IL45 191.90 N 3r IMN 2R00 IM 120.00 120. tV.000 t21.00 20.00 118.38 t12 106.47 rOt.W taw law 120A0 r2mAD law 120.00 law I&M 20. 120) 119.91 I1S84 10642 3r . law 12It00 120.00 120.0D 12D.00 1".00 12Q00 129 120. 1200D i ,tq 1 0m IM13 SD'- I1Rm9 t20.00 120A0 11 12DM law law 1Ko-D 12f100 t20.Op Moo 20.0 21' - 12d00 ' t 0.00 1 T29 1dW I70. tACO 120.0m 12m90 1220E 120 1i5 ri t2D.00 L2am moo T 120.u0 1, Q 12GM 1a'I.O: f2m 12G00 120,p7 f27.OD 00 7A' r2A00 mpmo 120-91 12o 72G.00 120.04 170.00 120.00 12Q00 t 00 r .OD 120.00 AD INSTRUCTIONS FOR USE OF THE MULLMIL I DAD TABLE, 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PAR77CULAR OPENING AS SPECIFIED T;Y THE BUILDING DESIGNER (ARCHITECT OR ENGINE -ER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTtRY WIDTH DETERMINATICN. 3. IN THE' FIRST COLUMN OF THE TA9LE. LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE 774E TRIBUTARY WIDTH, AT THE WrERSECT)ON OF THE ROM' 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 I ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE .AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE' (7 FOR 1) 1/4'-74 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE f8-18 PANHE.AD SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDrODUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6' FROM EACH END AND AT 15' O.C. MAX. SPACMIG. NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRIWNG SCREWS MUST, PROTRUDE THROUGH THE WALL OF THE MULLION. TiiIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY ALStOE WINDOWS CAN BE USED IN THIS FASHION. AMIIf Ail. I:: 12 71 08 i F N1S e er: DWS sr LFS 1 Wm FL-12078.1 e n 3_ or 4 I n 5.5" n 375' o 75' 1 .75' f n O 0.75" o ' ^ 1/4" MAX. - cV N ML4UO CHOR BRACKET M-2722 MAT'L: 6063-T6 3/4" SMS CENTER HOLE 1-1/4" MIN. ANCHOR TO 2X STUD MUST N07 BE EMBED. OR TO 2X OUCK dl14LlQ USING 110 X 1-1/2- USED WHEN USING L MAT'L: 6063-T6 n WOOD SCREWS CONCRETE SCREWS 0 1/4" MAX. ---I ANQWM THROU!2a-IX BUCK USING 114' X 2-1/4" CONCRETE SCREWS 3/4'SMS. wacir kfLuL10N BRACKET ANCHORING 04SIC MULLION BR4 ANCHORING FOR CONCRETE SCREW CONNECTIONS AND FOR WOOD SCREW.APPUCATIONS MS SCREW (MULL TO MULL) CONNECTIONS Z O fill 41 WOOD SCREWS (3"' MIN. EDGE DISTANCE) Z m n 2X MAT'Lr (SPRUCE- PINE-FlR) Wd C-0.42 OR BETTER 1-3/8' MIN. EMBED. Z o v G m 4) 1/4' x 2-1/4' ELCO ULTRACON CONCRETE SCREW w e / ( 2.5" MIN. EDGE DISTANCE) 3 000 PSI CONCRETE CONFORMING ACI HORIZONTAL ALUMINUM MULLION 301 OR HOLLOW BLOCK CONFORMING \ ( UNDERSEPARATE APPROVAL) TO ASTM C90 1-1/4" MIN. EMBED. - - - - - - - T nN o (4) 110 X 3/4' :f GOALPOST Q Q SHEET METAL SCREWS BRACKET 1/2" MIN. EDGE DISTANCE) 3100 MULLION MULLION TO MULLION ANCHORING 4) 1/4' X 1-3/4" ELCO UL7RACDN h3Y a n ANCHOR TO MASONRY USING 1/4" X 1-3/4' a 12 11 08 sate: NTSCONCRETESCREWSCONCRETESCREW 2.5" MIN. EDGE DISTANCE) oMc. ar DWS 4 a 3.000 PSI CONCRETE CONFORMING TO ACt 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ayc on LFS Maw wm,; FL-12078 1 s¢r -L or 4 6G O 15 Florida Building Code Online Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensedon Florida Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-434D9 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan 1. King, P.E. t Validation Checklist - Hardcopy Received Certificate of Independence Ft 12078 R4 COI CERTIFICATE OF INDEPENDENCE, odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 httpJ/Aaridabulidng.orgWIpr_appM.aspx?param-wGEVXQwlD4ulEQ18P6a6FAUmUcubT5z3s3d3a VGy7HJ5yVOcKP3Tw%3d%3d 113 8f3012(i15 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Amduet8 Florida EUlding Code Online Method 2 Option B 03/04/2025 03/10/2015, , 03/18/2015 06/22/2015 FL # Model, Number or Name - - -- Description 12078.1 a. 3100 Structural Mullion -- 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 II Inst 12078.1.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 11Other. Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.1.pd 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 ( b. 3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post (at Sill) and the Bull Nose (at head) Style Mounting Brackets - ILimItsofUseInstallationInstructionsApproved for use in HVHZ: No FC12078 R4 1I Inst 12078.2.0 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 12078.2.0 window size. Refer to EVAL 12078.2 and INST 12078.2 for Created by Independent Third Party: Yes 1 Mullion Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. 12078. 3 c. 3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Masonry or I Wood Openings utilizing the Goal Post (at head and sill) Style ! Mounting Bracket ---- ------ —I Installation Instructions LimitsofUseApproved for use In HVHZ: No Approved for use outside HVHZ: Yes FL12078 R4 II Inst 12078.3.odf . Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes i Created by Independent Third Party: Yes DesignPressure: N/A I Evaluation Reports Other. Mullion Design Pressure varies according to mulled 1 FL12078 R44 AE Eval 12078.3.odf window size. Refer to EVAL 12078.3 and INST 12078.3 for IIII, Created 6y independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. J 12078. 4 — Structural Transom Mullion~ T Extruded Aluminum Clipped Mullion for use on Wood 1d.'31001 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 12078.4.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 EL12078 R4 AE EypI 12076.4.odf 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. j I -- 12078. 5 e. .- 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 Instructions Approved for use in HVHZ: No FL12078 R4 II Inst 12078.5.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 Eval 12078.S.odf window size. Refer to EVAL 12078.5 and INST 12078.5 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitatlonsr Installation instructions and product particulars_ tdtpJRlorldabrlilding orgfpr/pr app dll.aspx7param=wGEVXCMRDgWEQBP6 FAUrnUcubT5z3s3d3alyGy7HJ5yVOciCP3Tw963d%3d 7J3. 8f3ds0't5 12078.6 Florida &AIding Cooe Ordure f. "I" Series Structural Transom i Extruded Aluminum Clipped Mullion for use on Wood and Mullion I Masonry Openings utilizing the Goal Post Style MountingBrackets I Limits of Use —.. -- -- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes i impact Resistant: Yes Design Pressure: N/A Other: Mullion Design Pressure varies according to mulled window size. Refer to EVAL 12078.6 and INST 12078.6 for Mullion Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. j 12078.7 g. "C-Class" Series Structural Ifj•-- Mullion Limits of use Approved for use In HVHZ: No I Approved for use outside HVHZ: Yes f Impact Resistant, YesDesignPressure: N/A Other. Mullion Design Pressure varies according to mulled window size. Refer to EVAL 12078.7 and INST 12078.7 for j Mullion Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Installation Instructions FL12078 R4 g Inst 12078.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12078 R4_1E Eval 12078.6.odf Created by Independent Third Party: Yes Clipped Steel 2.0", 2.25" and 2.5" Bar Mullion for use on Wood and Masonry Openings_ Installation Instructions FL12078 R4 II Inst 12078.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Bark rag>r Contact u= :: IQ40 North Monme Street Tallahassee FL 32399 Phot50-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: P_r v acv statement ; : Accessibility Statement :: Refund 5tate03ent Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. R you have any questions, please contact 85o.487.1395. *Pursuant to Section 455.275(1), Flonda 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 can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click bgrp_• Product Approval Accepts: Credit Car tt :flit AidoWicing.orgfprlpr app o,aspx?paraan-wGEVXOwtDquJEQMP6a6FAUmUuiiT5z3s3d3aryGy7HJ5yVOcKP3Tw%3d%3d 313 I ASSOCIATED MATERIALS 1 N C ri i V A R A T f 1) 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 MODEL 30011380113AO113AB1 EXTRUDED VINYL DOUBLE HUNG WINDOW Sm-Sm" Sash NON -IMPACT' GENERAL NOTES I . This product has been eyaluated and is in compliance with the Sth cda eo 2C!4) Raddo aji!ding Code (F6C) structural requirements exch-jing If,* H;gh Yplocit•r Htrrvane Ions' (HVH2). 2. Product anchct shall Ue as listed and spaced ds shown on detaii.s. A ^11M ernbr+dment `o base material short be beyona wvR dressing or stucco. 3. When used in area, requiring wind brine debris protection this vroduct is required to be protected wtlh an impact resistant covering that corrnPes v4!r S?cli.,n 1609.1.2 or th; FBC. 4, For 2x stud fton+ng construction. anchoring of these units shall be the same cis that shown for 2x buck masonry construction. S?te conditions that deviate from the details of this drawling require further emineerng analysis by a licensed engineer or registered architect. TABLE OF COWTM''T5 ^- Snlin-_-_---- 1 Typcd ahans, oe pressres amnaa notes 2 Halltonlc Cron sxlions _ 3 Vewlcal mm secliom - -- 1 ur4 ortl n onchaiortlrom0,C.FairR} 5 59 o rn`lewt:. co acxr.•h aro xI drt.i SEE CHART FOR FRAMf WIDTH z x Um / s - i r r - W Y OVERALL FRAME DIMENSFON MAX. D.LO- 7O?) MAX. MLO. lorrGAI) GLASS DESIGN PRESSURE (M POSmVE NEGATTVe 36.0r• X 60-0' 29.Ir x 25.7r MIT x zs.7s* GI 50.0 60.0 34.7' It 72 0• 29.12' x 3I.Tr 33.1 r x 32.77 G 1 50.0 55.0 34.C" • 75.7' 29.1Y' X 34 7 3C.12" x 35,75' GI 45.0 45.0 44 0, x 7S a" 37.12" X 33.2r 38.12" X 14.25" 01 35.0 35.0 52.6• x Q& 4S.12- x 26.7r u.12" x 27.75" GI 35.0 35.0 43.7" i 54.9 - 41.12" x 37.7r 42.12" x 38.75' G1 , 30.0 30.0 44 7 x 94.p' 37.Ir X 43.76' 33.12' X 44.75 Gt ` 25.0 25.0 52.C" x 964r, 45.12' X p.7S' 46.17 x a-1.75" Gl 20.0 20.0 M r7rr1111 ti. sr.: JK w. W. LFS A-w sa.: FL- 11720.13 as t orJ5 034 U"' 81W p ii M lYM NOUM SSO7U TVINOIILOH i To—.ac3 it If]f1QC S YL1M `L 4 1 N0117iS SSoln 1YINOIAIOH f boln3lX 9l Sl Bl CIO:A14{C'W Oi i Kl i "' .L+Cy $ : it NOU339 SSOI:) IVINOZWOH 9 aou iia (91l 7 LI CI'OZ(!L-1i STH njs V. f i i I i ll "r-- o v 1 tz Im Is 91 1L Ol i l9 91 Ll O1 H i9 9L i1 Ol I aaa Lre O I L , ff1 I MhW iGPo' p/S: 7ldb3:N1 O 1 __ aat3lra J l.//•_—_T-. U1ti! A— —' FCYw iou.wm,+owwu.cWo...cn rw0yahvs0; rauwcs94aY°r.4:?JOf. x 11" TT1/ i rawL-t UUI Wf3 Iw JJ h l 5 Jo f n3 fi'UZUf-U 6 E S j AY Y NP V '3 n H g m } YbYb2mm9 M4.3 Sang -2 ! i. 1 NOU33S SUM) IV303A 1 viif .(nIOSLW fnuCilCkJ £ if l.osuw ;O.suitlp £ N011WS $SOH71VZU83A £ NOU.}]S SSOb7 TVDUM L 3 f 1 BL LJ o0 7131N1 Ll MGWN JOi J3Y3 1' 2X BUCX I I MASONR OPENTNC s' OYP.) -- i r"'_ E A FRAME a TYP. 21 BUCK esss s s MASONRY OPETdiNG L TYP.. 41 EXTERIOR INTEWN INTERIOR EXTERIOR TRACK TF..ACr TRACK BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete antic Jocalions of Me comers mar be adjusted to maintain Ito min. edge distance to me. -tar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be advseed to ma!ntdn the min. edge distance to modarjahM oddltiond concrete anchors may be requited to ensure the 'MAX. ON CENTER' dmwradon am not exceeded. 3- Concrete 3nCtWV tob!e: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITw 1/`' i-1/c r r iq CON ELCO 1/4' 1-1/1 1' ULTRACON I WU(AJ 5LRttn MfALLOVKJN NUIM: 1. Maintain a minimum -5 edge distance. I' end distance. 6 t' o.c. spacing of wood screws to prevent the ivitt ng of wood. FRAME ANCHORING TRACK 2X Buck) l,%J11111,118 II itinn it Is yi R 5g H IXBUCK L it a a i FRAME DIRECT To V 1a K STEEL IX BUCK TV. 0 U MASONRY 2 OPENING1` z w i FRAMEANC40ONG I X Buck_ Dkect to Masonry. Steet Stud) NElalalsl 1 I i WU OF AIATEWALS gmR occu noN mMRUI A I X SXK SG >--0.42 WOOD 6 2XBUCKSG>-0.42 - WOOD C 1/1' MAX. SHIM SPACE D 1/4" X 2-3/4' PM ELCO OR ITW CONCRETE SCREW STEEL MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE I110 X 2-1 /T PFH WOOD SCREW STEEL 114" x 2-3/r PFH ELCO OR ITW CONCRETE SCREW STEEL I If X 3-1!4` PFH ELCO OR ITW CONCRETE SCREW STEEL 410PFHSELF- DRILLINGSMS STEEL 1- 3 010 X 2-1/4•PF4 WOOD SCREW STEEL STE3 STUD min,Rlk D&T (ASTM A6S3 GRADE 33 Fr33 Ksi Min. fv=A5 Ksi.'Ain) EXTRUDEDVINYL HEAD AND JAMB • RIGID PVC EXTRIJDED VL41L SILL• RIG D,PVC DYTRUDED VWYL LOCK RAIL' F RIGID PVC i EXTRUDEO'JNYL MEETING RA.n • RIGID PVC S EXtRUDEL) VINYL SASH STILT(BOTTOM SAS:i) RIGID PVC EX' 71JOE0 VRJY! iEAD WSEPT ' RIGID PVC 8 ELTRUDE0 VINYL BOTTOM LITT-RAIL• RIGIDPVC E(TR+ ID_E•D_v131YLTL'F PULL P. UL - v RIGID PVC 10 BALANCE COVER -- I 1 EXTRUDcOVnYt S.MH STILE' (FOP SASH_ R 90 PVC 12 GLA2? NG BEAD' — RiG!D PVC iA REIi4iOP. CEPAEPC • MEE;WG FAJL — --- STEEL 15 PAIL STEEL LIFEINF04CEMENT-LOCK16- IiF1I1FORL' cMENI -SIN. a'1LLf - - STEP, 17 -1 RHNFGRCEI.IENT MED. STILE - --_--- -- STEEL 1 IB_ NcAziER;TkIF{4NP9E) 19 V` EATHEPSTKIP fx'R{YI B'JLe( CAM LOCK STEEL II¢ r. PPPa4n M19TE IhGk0 PVC : XFWOP D:T7'J9,-'M FOR W*0OW6 ARE TO RE -POD "ED BY El-W.rM LX:ENSF. FS 1N *:,~ Cf"T#ICAVptI PROGRAMS FCR RIGO PVC EXTRUSIONS, i I 14 REiI+ PORCFIvEM o H7 — 15 RETNFO!! qw![ tuck Rd a Id - o1w A vi 1WAD b JAM 1-IS5" 1 f 9- j- 6 !! C- a h- IST 3 IOC: RAl : AIE'TINO•RAK r U. 75 —f o RFTMPORCENt? R 1 MED SMn TS 49 S d oLid foT6 K' V ] 1"! 0. 065 O.OS L f--- 0. 91' do SASH SALE oGUi:NG RE4D 5 tcnamson11 --- FY 20f r--IS-- 4 }' --I 175" {--- LTA, ooes — o. oss 21 AOrrOM LSP RArt p TOP IOu tAR t 1 fo 1—:20 v i/T GLASS QREGLAZING TAPE 1 S/ 16• THICK GLASS I/5 ANNfALF0 GLASS AIP SPACE 1/ B' ANNEALED GLASS l— 1STEA SPACER Gl rurn+cl> FrAn u a:11 12 1S d L N.T. S. 0 a K a. JK LFS 711720,14 o W _L OF O s/ors Florida Buildirx3'Code Online Fes` •! .yL ItR _ r ' 1 ' s` La : r.`' t' Arai+i,9"iiiJbk'iliraaM1+fiatMt P'gJrj iJr+j3r?rr'f°r11d HCiS Home Lug In User Aeyistration Hot Tapiu Submit Surcharge Stats 8 Facts i Publications FBC Staff BCIS Site Map Links I Search Busines, Professional - • PER: Pubicct UserApprovalUSER: Public user Regulation ieardi > AunhCatfx. List > Aool cation tlf—t, > sppileation ost.0 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@rwbldgconsultants.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 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 8y Ryan ).;King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence LLIJ-20 R13 Cal CERTIFICATE gf INDUENDENCE adf Referenced Standard and Year (of Standard) Standard Year ANSI/AAMA/NWWDA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By Sections from the Code i>f Moridabulcing.org/pr/pr_app_M.aspx?lwam=wGFVXQwtDq&HEnMXJwexSYO03F%2bl3SOlaGAckV7zdYgeBJmVXBMRg%3d%3d 1/4 Florida 1300ng Code Wine Product Approval Method Method I Option D Date Submitted 04/1412015 Date Validated 04/26/2015 Date Pending FOC Approval 04/29/2015 Date Approved 06/22/2015 juqtimary of Products FL 0 114adel, Number or Name i Description 11720.1 1 a. Model 0201 Extruded Vinyl Double Hung Window "Non -Impact" Limits of Use Installation Instructions Approved for use In HVHZ: No FL11720 R13 I] INST 11720.I.Ddf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 t Impact Resistant: No j Created by Independent Third Party: Yes Design Pressure: N/A 1 Evaluation Reports Ratings, Other. See INST 11720.1 for Design Pressure Ratings any FL11720 R13 AE EVAL 11720,1.odf additional use limitations, installation instructions and tl Created by Independent Third Party: Yes particulars. 111720.2 b. Model 0301 Fixtruded Vinyl Double Hung Window with Nail Fin - "Non - Impact" Limits of Use Installatlon Instructions Approved for use in HVHZ. No Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No l Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 11720.2 for Design Pressure Ratings anyRatings, FL11720 R13 AE EVAL 11720.2.odf additional use limitations, installation instructions arid Created by Independent Third Party: Yes particulars. 11720.3 C. Model 0401 Extruded Vinyl Double Hung Window - "Non -Impact" i Limits of Use i Installation Instructions 1 Approved for use in HVHZ. No for HVHZ: Yes 1 1:1-11720 R13 11 INST Product Offeiing Ddf I Verified By: Lyndon F. Schmidt, P.E. 43409Approveduseoutside Impact Resistant: No I Created by independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Ratings, Other: See INST 11720.3 for Design Pressure Ratings any I FL11720 R13 AE EVAL Product Offering nidf additional use limitations, installation instructions and Created by Independent Third Party: Yes particulars. 111720.4 d. Model 0501 Extruded Vinyl Double Hung Window - Non Impact Limits of Use Installation Instructions Approved for use in HVHZ: No FL11720 R13 11 INST 11720.4,t)d Approved for use outside HVHZ: Yes Vehfidd 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 Pressure Ratings any FLtl720 g13 AE EVAL 11720.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 11720.5 j e. Model 0501 HP j Extruded Vinyl Double Hung Window - "Non -impact" Limits of Use Installation instructions Approved for use In HVHZ: No I A 11720 R13 11 INST 11720.5.odf 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 other. See INST 11720.5 for Design Pressure Ratings, any FL11720 R1:3 AE EVAL 1 720.S.nd Yesadditionaluselimitations, installation instructions and product! Created by Independent Third Party: particulars. t. Model 0601/0601HP I Extruded Vinyl Double Hung Window - "Non -impact" Installation InstructionsLimItoofUse j Approved for use in HVHZ: No FL11720 R13 11 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 IEvaluation Reports 1 Other: See INST 11720.6 for Design Pressure Ratings any A 11720 R11 AE EVAL 11720,6.pdf product Created by Independent Third Party: Yesadditionaluselimitations, installation instructions and particulars. hdp://flaridabUlcOng.orgipripr_app ABMRg%3d%3d 2J4M.aspx?param=wGEVXQwlDclLaHEnMXJwex6YQ03F%2bl3SCIaGAckV7zdYqeBJm\or Sr3OW5 Florida Elulldirg Code Online 11720.7 . g. Model 8001 Extruded Vinyl Double Hung Window - "Non -Impact" Umits of Use + Installation Instructions Approved for use in HVHZ: No FLI1720 R13 II INST 11720.7.odf j Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 11720.7 for Design Pressure Ratings, any FL11720 R13 AE EVAL 11720 7.odf i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 11720.8 — y, h. Model 9007}Extruded Vinyl Double Hung Window - "Non impact" — Umits of Use ? Installation Instructions Approved for use in HVHZ: No FL11720 R13 11 INST 11720,B.odf Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, A.E. 43409 Impact Resistant: No j Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reporta Other See INST 11720.8 for Design Pressure Ratings, any FL11720 R13 AE EVAL 11720.8.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 11720.9 Model "i" 201 / "i" 20IMP i Umfts of Use i 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. 11720.10 I. Model "i" 201 Umfts of Use i Approved for use In HVHZ: No Extruded Vinyl "Tilt" Double Hung Window - "Non -impact" Installation Instructions FL11720 R11 11 IN4T 11720.9 ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11720 R13 AE EVAL 11720.9.ndf C,-eated by Independent Third Party: Yes Extruded Vinyl "Tilt" Double Hung Window - "Impact" installation Instructions FL11720 R13 11 INST 11720.10.f Ii 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 L1720.10 for Design Pressure Ratings, any FL11720 R13 AE EVAL 11720.10.odf particulars. dditioadditional use lim itations,. installation instructions and product Created by Independent Third Party: Yes E 11720.11 1 k. Model V301 Umtts 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. I. Model V121 / V131 Umits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 11720.121for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. 11720.13 1 m. Model 3001 / 3B01 / 3A01 / 3ABl Umits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 11720,13 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. - Extruded Vinyl Double Hung Window with Nail Fin "Non - Impact" Installation Instructions F 11720 R13 11 INST 11720 11.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes i Evaluation Reports Fy11720 R13 AE EVAL 11720.11.Dij Created by Independent Third Party: Yes i i Extruded Vinyl Triple Double Hung Window with Integral Mullion and Nail Fin - "Non-Irnpact- j Installation Instructions FL11720 R13 II INST 11720.12.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11720 R13AEEVAL11720.12.odf Created by Independent Third Party: Yes Extruded Vinyl Double Hung Window - "Non -Impact" utilizing the " Sm-Sm" Sash Installation Instructions FLll720 R13 11INST L1720.133.ndf 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. Mode! 3001 / 31301 / 3A01 / 3A81 Extruded Vinyl Double Hung Window - "Non -Impact" utilizing 1 ---- --_ I the Sm-Med" Sash -- --- ---- _.--_—.___----•-- Umits of usei Installation Instructions http:/MoridabUlckr3g. orglpr/pr_app_dll.aspx9param-wGEVXOMDgtaHErIMXJwexSY003F%2bi3SOlaGAckV7zdYgeBJmVX8MRg%3d%3d 314 _ 6f30R015 Florida WIdirtg Code Online Approved for use in HVHZ: No FL11720 R13 11 INST 177_0.14.df 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 FL11720 R13 AE EVAL 11720.14.df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 11720.15 1 o. Model "i" 301 / "1" 301HP. 1 _—_ _.. _..._-----------. Extruded Vinyl "Tilt" Double Hung Window - "Non -Impact!' j Umfts of Use Installation Instructions Approved for use In HVHZ: No j FL11720 R13 11 INST 11720.15.13df Approved for use outside HVHZ: Yes j Verified By: Lyndon F. Schmidt, P.E. 43409 I j Impact Resistant: No Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports j i Other. See INST 11720.15 for Design Pressure Ratings, any FL11720 R13 AE EVAL 11720.15.df i i additional use limitations, installation instructions and product Created by Independent Third Party: Yes ' particulars. f 11720.16 p. Modes "1" 301 Extruded Vinyl Double Hung Window with Nail Fln - "impact'_ 1 Umits of Use I Installation Instructions j Approved for use In HVHZ: No FL11720 R13 It INST 11720.16.adf 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 an FL11720 R13 AE EVAL 11720 I -IfY additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 11720.17 1 q. Model 0601 HP I Extruded Vinyl Double Hung Window "Non -impact" Umits of Use Installation Instructions i j Approved for use In HVHZ: No FL11720 R13 II INST 11720.17.14f 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 11720.17 for Design Pressure Ratings, any FF11720 R13 At EVAL 11720.17.df additional use limitations, installation instructions and product Created by Independent Third Party'. Yes particulars. I Q iris ERr fontect Us -; ; 144D Nerth Mnnrne Street, Tailabpt FL ]2399 pMne BSb4B7-1924 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: prlvacv Statement.:: Accasslbility Ssatant :: Iterund Statement Under Florida law, email addresses are public mcords. if you do not want your e-mail address released In response to a oubllc-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, if you have any questions, Please contact 850.487.1395. -Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licersees 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 offidal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . product Appyaral Accepts. x' CU ity , i r: rn a .: .. s hlEplMOrid& uilding.argV/pr_app dtl.aspx?pwam-wGEVXo MDgLeHErMXJWex6YO03F%2tA3SOIaGAck\17zdYgeBJmVX8MRg%3d%3d 414