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171 Pinecrest Dr - BR18-004621 - WINDOWSC E CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ly-L cpz 1 Documented Construction Value: $ 9 1] 0 '5'- - ()o Job Address: I 1, ' ` C' 5 'brr- Parcel ID: Type of Work: Historic District: Yes . [1 ResidentialV Commercial Repair Demo Change of Use Move Description of Work: rJ00—U h a N_-_k I nd oms & f' 1b 1- (v-L-e PlanReview Contact Person: ii,'U Title: ',` Phone: l" I" Fax: : ^ I4(-- Email:r( h1 odot 1, 7 0 d(I Loyr It Property Owner Information nn orwa() t C M Name Phone: ` 0-1' V-1 9515LpStreet:", p 1 % rP.s' Y' Resident of property? City, State Zip: Anfud, L SEJI ) Contractor Information p I Name nn', Phone: 4m' J 0 "I 1 , 00 Street: K ,Y % Fax• -"I - ?>%q " I r City, State Zip: State License No.: (bU5 HIC6 Name: Street: Architect/ Engineer Information Phone: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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 andthat 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 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511i 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 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 ofthe property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment ofa plan review fee at the time ofpermit submittal. A copy ofthe 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 and zoning. - of Print Owner/AQent's Name // Print Signature ofNothry-State of Florida Date Signature ofNota ALEXIS FERNANDEZStateofFloridaNotaryPublicGC "•90SS l CommissicnCo,t•ExpresFeb?7.20 hmugh National NotaryOner/A nown to Me or Contractor/A P uced ID _ Type ofID Produced ID Date Date ALEXIS FERNAhf7E_Z_-, Notary Public - State of Florida Cor7rhission GG'90 84 A..: 1y CornExpires Feb 27.2022 or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING:' Syr 12.13 t$ Revised: June 30, 2015 Permit Application R EQUM E]iD INSPECTIONON SEQUENCE Address: I[un . Wax I Yus ectnonn IlDescri tn®n. Footer / Sefbacic Stemwall ! Foundation / Form Board. Survey Slab /Mono Slab Pre our Lintel / Tio Beam / Fill / Down Cell Sheathing— Walls- Sheathinz=. Raof Roof Dry In Frame Insulation. Rough In Firewall Screw Pattern Drywall / Sfieetrock Lath Ins eciion Final Solar ! Final Roof Final Stucco /,Siding Insulation Final Final Utility; Building Final Door Final Window I. Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo' - Final Single `,Family Residence Final. Building Other wmrm etm .m;v asmrt® REVISED:* June 2014 1 1[un M27 inescription Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Ilffi s:.ws xxt 5- 1 a15' r yrj. n rS`71-rr - s n•r wrP,',y s , J u• 'i'iTn 'sv. 'N71 t-+aRrrc J(nffij(Dectll®n IIDe cn•Ilj Dtll®ffi Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final I'11nn 11 I : Inspection DescriRflon Mechanical Rough Mechanical. Final min Max rMs eeti.onn.)<Descrn'tfronn Gas Underground Gas Rough Gas Final Address: 142 W Lakeview Ave., Suite 2090 Lake Mary, FL 32746 This instrument prepared by: Maile Keeney Fox Partners Enterprise, LLC dba Mercury Title 142 W Lakeview Ave., Suite 2090 Lake Mary, FL 32746 as a necessary incident to the fulfillment of conditions contained in a title insurance commitment issued by it. Property Appraisers Parcel Identification (Folio) Number(s): 01-20-30-517-OF00-0030 File No.: 2018-426 Doc Stamps: $1,225.00 WARRANTY DEED This Warranty Deed Made this 1 st day of November, 2018 by Yunior Nunez a/k/a Jimmy Nunez a/k/a Yunior Jimmy Nunez and Angela Nunez, Husband and Wife hereinafter called the grantor, whose post office address is: 2820 Sun Lake Loop #114, Lake Mary, FL 32746 to: Casey T. Hado and Lorrie A. Hado, Husband and Wife whose post office address is: 171 Pinecrest Drive, Sanford, FL 32773 hereinafter called the grantee, WITNESSETH: That said grantor, for and in consideration of the sum of $175,000.00 Dollars, and other variable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situated in Seminole County, Florida, viz: Lot 3, Block F, South Pinecrest, according to the map or plat thereof, as recorded in Plat Book 10, Page(s) 9 and 10, of the Public Records of Seminole County, Florida. is NOT the homestead of the Grantor (s). with all the tenements, hereditaments and appurtenances thereto belonging or in anywise TwHave and to Hold, the same in fee simple forever. And -the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the:title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to 12/31/2018, reservations, restrictions and easements of record, if any. The terms "grantor"' and `grantee" herein shall be construed to include all genders and singular or plural as the context indicates)' IN WITNESS WHEREOF, Grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, Sealed and J el in Oar Wi ess A OQ. 4 -4-j ttness STATE OF: FLORIDA COUNTY OF: SEMINOLE a/k/a JLoffnv Nunez a/k/a Yunior The foregoing instrument was acknowledged before me this 1 st day of November, 2018'by Yunior Nunez a/k/a Jimmy Nunez a/k/a Yunior Jimmy Nunez and Angela Nunez, Husband and Wife Who is/are personally known to me or who has/have produced driver license(s) as identification. My Commission expires: Serial be „ MAILEANNKMEYnPAYCOMMa" 9 FFVW5 apded na Notary PW* UrA&Vdb" N SEMINOLE COUNTY MULTI%URISDICTIONAL LIMITED. POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: JORGE TORRES I hereby name and appoint: 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): All permits and applications submitted by this contractor. Or The specific permit and application for work located at: 171 PINECREST DR., SANFORD, FL, 32773 Street Address) Expiration Date for This Limited Power of Attorney: MICHAEL TILLMAN License Holder Name: State License Number: CGC1514205 Signature of License Holder: STATE OF FL IDA COUNTY OF The for ping instrument was acknowledged before me this Aqp-6)—ayof 20 by I NI U.) , A 1 1 I i who is onally known me or who has produced as identification and who did (did not) take an oath. Signature of N 4ta_ ALEXIS FERNANDEZ Notary Public State of r Iorc:: E., Cornrmission = GC 9n58= nded tity Cor^rn. Exoires Feb 27 2C'2 through National Notary Assn .. MLLle 4 e-s' Print or tyVe Notary name Notary Public - State of _ Commission No. My Commission Expires: Legal Description LOT 3 BLK F SOUTH PINECREST PB 10 PG 10 Taxes Taxing Authority j Assessment Value Exempt Values Taxable Value County General Fund - 72,149 ; 0 72,149 Schools 77 463E 0 77,463 City Sanford 72,149 4.-._..... 0 72 149 SJWM(Saint Johns Water Management) l..... 72,149 4 0 72,149 County Bonds .......... 72,149 . 0 72,149 Sales Descnpt.ion Date I Book Pf umount Qualfed I_ Vac/Imp SPECIAL WARRANTY DEED 4/1/2014 08255 4 71,000 ; No Improved I CERTIFICATE OF TITLE 2/1/2014 08209 1201 100 No I Improved I t WARRANTY DEED 6/1/2007 06731 1748 202,000 Yes Improved QUIT CLAIM DEED 5/1/1990 4 _........ : 02212 f......... 0203 100 No Improved QUIT CLAIM DEED 7/1/1988 04007 1347 100 ' No Improved WARRANTY DEED 1/1/1974 01017 0793 18,000 Yes Improved ind Comp r hL- Sam Land Method Frontage LOT Depth Units ! Units Price I Land Value 0.00 0.00 € 1 $22,000.00 $22,000 TM \ / Simply the Best for Less" 3882 Center Loop, Orlando, FL 32808 407) 389-1400 • 1-800-NEXT-WINDOW • (407) 389-1402 Fax windowworldoriando.com / CGC 1514205 Name: e Install Address: City, State, Zip: V_ Qiti O 3 ------ DOUBLE HUNG --- Series 4000 DH Insulated 101 UI Series 4000 DH Insulated 102-114UI Series 4000 DH Insulated over 114UI Series 6000 DH Insulated 114UI Series 6000 DH Insulated over 114UI Phone (H): 40- (7-s- Phone (W) 1 Email: FIX GLASS 189 Series 4000 Pic Insulated > 101 UI $ 349 240 Series 4000 Pic Insulated > 102 - 120 UI $ 389 340 Series 4000 Pic Insulated > 120 + $ 559 275 375 SLIDING 2 Lite Slider Insulated < 90 UI $ 329 2 Lite Slider Insulated > 90 UI $ 499 W-V 3 Lite Slider Insulated < 121 UI $ 629 3 Lite Slider Insulated > 121 UI $ 879 IMPACT WINDOWS / DOORS Double - Hung 2 & 3 lite slider Fixed Glass Slidino Patio Door Half Screens OPTIONS 39 1,5 Full Screens Solar Zone Elite Low-E Glass/Argon 59' 129 Tint Gray/Bronze 69 Flat Colonial Grids 79 Contoured Colonial Grids 99 - Beige Color 79 Wood Grain, Interior (4000 or 6000) 109 Architectural Exterior Color 169 MISCELLANEOUS J Channel Application 69 Custom Exterior Cap & Wrap Removal/ Installation/ Trim Packs 99 119 ' Mull to Form Multi -Unit 69 Tempered DH Sash (BSO) (TSO) 59 Tempered (Fixed Units) $ 12/Sq. Ft. Obscured Glass 69 Engineering Fee 369 DP50 High Performance upgrade 55 60/40 Oriel Style 69 80 Multiplier) SPECIALTY PATIO DOORS Vinyl Sliding Patio Door 5' x 6' 8" 929 Vinyl Sliding Patio Door 6' x 6' 8" 1039 Vinyl Sliding Patio Door 8' x 6' 8" 1189 Vinyl Sliding Patio Door 9' x 68" 1529 Vinyl Sliding Patio Door 12' x 6' 8" 2059 Vinyl Sliding Patio Door 5' x 8' 1319 Vinyl Sliding Patio Door 6' x 8' 1569 Vinyl Sliding Patio Door 8' x 8' 2279 Vinyl Sliding Patio Door 9' x 8' 2589 Vinyl Sliding Patio Door 12' x 8' 2989 Sliding Door Screen 139 Colonial Grids 209 Solar Zone Elite Low-E / Argon 319 Removal & Install 350 Custom Exterior Trim 149 Beige Color 289 Architectural Exterior Color (6'-9') 459 Specialty Sliding Door Blinds 5' - $675 6' - $850 8'- $975 9' - $1225 12' - $1500 Customer agrees to make themselves available to the city and/or county inspectors for a final inspection II NO EXTRA WORK IF NOT IN WRITING ll St Jude Cttildren's Research Hospital St. Jude's Donation $ r Other $ 11, Setup & Disposal Fee $ $ 100.00 Permit & Fees $ $ 289.00 Total Amount $ 7 Lj Custom Order Deposit 50% $ Balance Paid to Installer upon Completion $ _ , CHECK RETURN FEE $59 Received plywood code (Volusia) Buyer agrees that he has read and understands all terms and conditions on front Please see reverse for additional terms & conditions and back of thisRcntact and agrees to very term and condition. I djXA L19 hk aj in Wor Representative Date ) Owner .r Date White Copy -Original Yellow` opy - Customer hWWIN09; 18 nsnt201813 Clerk Circuit Comptroller 978 Book:9253Page 1276; (1PAGES)RCD Seminole 11/ 26/2018 3:29:20 PM REC FEE $10.00 THIS INSTRUMENTPR>:PAGRWindow World Inc. Name: s: rBY aQg^^-0^r Loop Address: 32808 NOTICE OF COIViNIENCEMENT Permit Number: Parcel ID Number d G The undersigned hereby gives notice that Improvement will be made to certain real property pier 713, Florida 8latutes, the and In accordancewithChafollowingInformationIs provided In this Notice of Commencement. ..,f.r.e — mart„ and street address If oval) bt ) r 1. D SCRI SON OF 2. GENERAL D) SCF 3 3. OWNER INFORM Name and addraw IF THE FOR THR Interest In property: Fee Simple Title Holder of other than owner listed above) Name; ^ 01 CONTRACTOR: Phone Number: Address: B. SURETY ( if applicable, a copyof the payment bondis attached): Name: Amount of Bond: Address: Phone Number: 6. LENDER: Name Address; 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)( o)7., Florida Statutes. Phone Number: Name: Address: of 0. In addition, Owner designates to receive a copy of the LtenoPs Notice as provided In Section 713earfrom date of recording unless a different date Is specified) Florida statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration Is 1 year from TION OF THE NOTICE OF NT ARE t"JARNr OWNS _ : ANY PAYMENTSUNDERCHAPTER 7013, PART AFTERWNER 9ECT ON 71319 FLORIDA 7ATUTMAND CAN RESULT YOUR DED AND POSTED ON THE CONSIDERED IMPROPERPAYMENTSr MUST BEPAYINGTWICEFORIMPROVEMENTSFIRSTNTO, N.UFYOUINTEND NOTICE O FINANCING CONSULT WITH YOUR ENDER OR AN ATTORNEY FCOMMENcgMEN' JOB SITE BEFORETHBEFORE COM ClNO WORK OR RE -ORDINa YOUR NOTICE OF COMMENCEMENT. n, L V w ntNam and P( OVII a 8lprteto a T! elOfllcol State of LL1 t County of, F ( 22 day of v The foregoingInstrumontwasacknowledged before me this Who Is personally known to ma t] OR Name of parson np statement t f / vY, I • _ ' who has produced Identifioatlon 7 YPe of identification produced: ALEXISFERNANDEZ a°• •'-`; Notary Public -State of Florida s Commissions GG 190584 My Cor•v. Expires Feb 27.2022 Bonded through National Notary Assn. C7 z 9 10 p4 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 i WINDOW MEASUREMENT ORDER FORM HARJC+, LORRIE # OF STORIES : 1 IMEASURED BY: JEFF KUSKE 11/14/2018 TYPE OF CONSTRUCTION: BLOCK TYPE OF WINDOWS: ALUMINUM # OF WINDOWS: 13 SIZE (WXH) 4 5 6 7 8 MODEL LEG OBSCURED TEMP GRID MULL FS RM LOC 23.5 X 58.25 ST3001 X CORNER LR 47.5 X 58.25 ST3001 LR 23.5 X 58.25 ST3001 X CORNER LR 73 X 37 3002 X SEWING 73 X 37 3002 X MBD 7 2.7 5 X 60.5 3002 X MBD 72.75 X 61 3002 X BD 2 72.75 X 37 3002 X BD 2 35 X 49.25 ST3001 DINING 46.5 X 46.5 3002 XX X BD 3 46.5 X 46.5 3002 X BD 3 46.5 X 46.5 3002 X BD 3 46.5 X 46.5 3002 X BD 3 INSTALLERS NOTES: DRAWING SCREWED 1N _YES_ STUCCO BRICK OTHER e— L) LL w rn gX g X m m 10 co76 m t i 11 W 12 5 4 X 3 2 1 13 F- w W W Z mOwzmw 0 OZO C-La-0 i--r ot=<ZD CL Y~ jWWWrc ti2¢ 0a0 W 0- C Z n- i- Cm Z'WOE WUZ OWUU)00LL0 Zo 0 W-<ooZji 0 51 0Q= OU) L. L Uuj OC ccl, U;WOaD-0m0 JZ.0Z fit >z Do—,=izc y£ ASSOCIATED MATERIALS I N C O R P O R A T E D 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 MODEL 3001/3B01/3A01/3AB 1 FST" EXTRUDED VINYL DOUBLE FLUNG "Replacement" WINDOW NON -IMPACT" GENERAL NOTES l . This product has been evaluated and is in compliance with the 6th Edition 2017) Florida Building Code (FBC) structural requirements excluding the High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE Of CONTENTS SHEEN DESCRIPTION I Typical elevations, design pressures 8, general notes 2 Horizontal cross sections 3 Vertical cross sections 4 Buck and frame anchoring 5 Bill of materials, components and glazing detail FRAME WIDTH C w X U Q U w i i X p Z Q` Q m On zON .. Cod y O L a V w 0 E z cei ice% W o Wo Z 3 CD OZ Z J Q J w W WmQU:D o o owa 36.0" X 60.0" 29.12" X 25.75" 30.12" X N.75' G1 50.0 60.0 36V X 72.0" 29.12" X 31.75" 30.12" X 32.75" G1 50.0 55.0 36.0" x 78.0" 29.12" X 34.75" 30.12" X 35.76' G1 45.0 45.0 44.0" x 75.0" 37.12" X 33.25" 38.12" X 34.26' G1 35.0 35.0 52.0" x 62.0" 45.12" X 26.75" 46,12" X 27.76' G1 35.0 35.0 48.0" x 84A" 41.12" X 37.75" 42.12" X 38.75' G1 30.0 30.0 44.0" x 960' 37.12" X 43.75" 38.12" X 44.75" G1 25.0 25.0 52.0" x 96.9' 45.12" X 43.75" 46.12" X 44.75" Gl 15.0 1 5.0 E: 11 12113 LE: N.T.S. By: JK BY., LFS wwc No.: FL-1 1720.9 c _L of 5 0 1-1 /4" MIN. _ _ 1-1 /4" MIN. EMB. C INTERIOR EMB' 1 G 10 11 16 GI 4 -_ 11 C 4. g 1218 G 16 EXTERIOR E 2 HORIZONTAL CROSS SECTION 2 Shown w/ Direct to Masonry Option 1 HORIZONTAL CROSS SECTION 2 2x Buck Construction INTERIOR INTERIOR EXTERIOR N A; N z t- dm a 06, 11111 J af041 I11j Cam' on m ZUN R 0 Z 0?U aasa oa o 5a:E u cw b> z 3 o w z3 rn U W Or z m Us F- al 0 U OO D NO o 0 a O a M a NOTE: Sheet Metal Screws must penetrate a min. of 3 threads through at least two (2) sheets of metal. Maintain 5/S' min. edge distance. nc INTERIOR v ` / EXTERIOR 4 HORIZONTAL CROSS SECTION 2 Shown w/ Steel Stud Framing OptionShownw/ MED Bottom Sash Sfiles r_e N. T. S. BY: JK E BY: LFS 3 BN1NCNO.: FL-11720.9 nEr2OFS Y J a u EXTERIOR 1 VERTICAL CROSS SECTION 2x Buck Construction D4VERTICAI CROSS SECTION Optiol masonry sill Shown w/ MED Bottom Sash Rails OR tXItKIVK ^'.,R 2 VERTICAL CROSS SECTION 3 2xBuckConstruction 1 INTERIOR 2 EXTERIOR Q 18 E L o a a. 3VERTICAL CROSS SECTION 3 Optional masonry sill Shown w/ MED Bottom Sash Rails ei1112113 LE: N. T. S. BY: JK BY: LFS WINO NO: FL- 1 1720.9 ET - L or 5 ' I 2X BUCK MASONR' OPENING EXTERIOR INTERIOR BUCK ANCHORING TRACK TRACK FRAME ANCHORING 2X Buck) CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure The "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRYY. EDGE; 1LOADJACENT ANCHORi ITW 1/4" 1-1/4" 2" 4" TAPCON" ELCO 1/4" ULTRACON® WUUU JI.KtW INJIALLAIIUN NUM); 1. Maintain a minimum 5/8" edge distance. I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. d). z a 0 6 " 0 I l IIII//ll z 00 0Z U N od INTERIOR EXTERIORTRACKTRACK m w oLa r mda C w O t{ 1X BUCK E v zcW DIRECT TO — a o 3`d 1XBUCK— G MASONRY K STEEL z TYP. o 0 3 Z J w x w w 4OPENINGIm0 o a 0 F m a a U U m m V) V) FRAME ANCHORING ° N w w N 1X Buck, Direct to Masonry, Steel Stud) o g o a a W ? E: 71 12/13 z 0 LE: N.T.S. 5 I BY: JK m C BY: LFS WING NO.: R m FL-1 1720.9 a Ir 4 OF 5 a a t- S 3.25' 0 O• •' N O GT O r7`o yO `. p 0.06"j-0.04, T tl:3 _. I I \\` 13 J 4.07'^I ',`' L IITTt ttt\\ o n t0 z° HEAD d JAMB Z SILL \ o z d V `. e cOpt m Oc w Ln En t)\ LL N 5 O L mcq1.3" - I - 2.04" 2.04' a m a a w 0.36" E c o 0.065' I cw 0.05' & d D 0.065" a 0.065" z 2.04"-1.3"y + 3 0- ci 9 TOP PULL RAIL 8 BOTTOM UFT RAIL $ BOTTOM LIFT RAIL 2 GLAZING BEAD z o C If»- cD vi I 2 J Jz 1.35" (-- 1.55" 1,55" cii t s g 457- I - 0.065' - o0 0 0 o 1O >;IQk >- 0 0 T SASH STILE b LOCK RAIL 3 LOCK RAIL 4 MEFHNG RAIL m uMED a ww 1.6"-- I o n N o ww T o a W a a N OTdzznn n--uTHEAPPROVEDWHITERIGIDPVCEXTERIOREXTRUSIONSFORWINDOWSARETOBEPRODUCEDBYEXTRUDERSyw w LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". J_ o M 0 0 o a I I 0 aC) 04wwwww aa¢¢w00000 S SASH STILE 1 /2" Gti4 GLAZING TAPE ? j j j a- 1 a i Bottom Sash 3/16"THICK GLASSMED 1/8"ANNEALED GLASS O N Q(- 0.76' ( 1.39" M - 0.76" I 1 —_IAIRSPACE11.07' oin anN o n° 0.92" - 0.06" asE:/12/13 00.06"- o i/8"ANNEALED GLASS SME N.T.S. 0.07, O.OT' 1 —I 1.07' oowc: er: JK m CER cwc. er: LFS0.77' REINFORCEMENT REINFORCEMENT HEAD INSERT DRAMNG No., REINfORCEMENT REINFORCEMENT 16 17 O14MeetingRail15LockRailSMStilesOMEDStiles Gl GLAi1N6 DETAIL FL-1 1720.9 a SHEET S OF 5 BILL OF MATERIALS ITEM it DESCRIPTION MATERIAL A 1X BUCK (SG >= 0.42( WOOD B 2X BUCK (SG >= 0.42) WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 10 X 2-1 /2"PFH WOOD SCREW (i-3/8"MIN. EMBEDMENT) STEEL G_ 1 /4" x 2-314"PFH ELCO OR ITW CONCRETE SCREW STEEL H 1 /4"X 3-1 /4"PFH ELCO OR ITW CONCRETE SCREW STEEL K 10 PFH SELF -DRILLING SMS STEEL L 10 X 2-1/4"PFH WOOD SCREW (1-5/16"MIN. EMBEDMENT) STEEL X STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 Ksi Min, Fu=45 Ksi Min) STEEL 1 EXTRUDED VINYL HEAD AND JAMB * RIGID PVC 2 EXTRUDED VINYL SILL` RIGID PVC 3 EXTRUDED VINYL LOCK RAIL ` RIGID PVC 4 EXTRUDED VINYL MEETING RAIL* RIGID PVC 5 EXTRUDED VINYLSASH STILE (MED) ` RIGID PVC 6 EXTRUDED VINYL LOCK RAIL (MED} RIGID PVC VINYL HEAD INSERT * RIGID PVCEXTRUDED 8 EXTRUDED VINYL BOTTOM LIFT RAIL * RIGID PVC 9 EXTRUDED VINYL TOP PULL RAIL ` RIGID PVC 10 BALANCE COVER 11 EXTRUDED VINYL SASH STILE` RIGID PVC 12 GLAZING BEAD` RIGID PVC 13 EXTRUDED VINYL BOTTOM LIFT RAIL (MED} * RIGID PVC 14 REINFORCEMENT -MEETING RAIL STEEL 1 S REINFORCEMENT -LOCK RAIL STEEL 16 REINFORCEMENT - SM. STILE STEEL 17 REINFORCEMENT -MED. STILE STEEL 18 WEATHERSTRIP (FIN PILES 19 WEATHERSTRIP (VINYL BULB) VINYL 20 CAM LOCK STEEL 11% a Florida Building Code Online Page 1 of 4 7AFy1 acts Honor Lag In User Raristration ?rot TQWsm '. 54bmn Svrchwi;4 SU% d farts PubkAtions FaC Staff aci5 Sea Map Unki S"mh E itsil Uwkdxtra Prddu& Approval 0 USM PuNic Usrr FL A FLI1724-EE16 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 330)922-2108 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsuItonts, com Technical Representative Address/Phone/Emait 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 Elate 12/31/2020 Validated By Ryan 1. King, P,E, Validation Checklist - Hardcopy Received Certificate of Independence F 7 6 a° "er o `U o d; Referenced Standard and year (of Standard) Year ANSI/AAMA/NWWDA 101/I,SXA440 7008 ANSI/AAMA/NWWDA 101/1.S-2/A440 2011 ASTM F-1886 2005 AS'tM t:_'tr996 - 2005 Equivalence of Product Standards r'.ertined By Section", fa-om the cc< QUick Notes I'a-e r http:%``w\-%v.floridabuilduiL.org,pi- pr Lipp dtl.aspx"para.niwGEVXQwtD LIZHEal%lXJwex018 Quick votes Pa.-e 2 U? j.r fl nda t.., —n l —I are ;cblit records. if you do .. Want voa e :madl add —es etaas d in (a p—e to a p,,Wl-re-4i roq—tt. do xt send 4aC rnEsc rea'i to th,i -Vt-r, 3.!—d, cxipis a M. c. 1-cx by 0+cx+aar by .rsdi_'io—1 —;L V you tr— xny Auzsiona, Rsasa M,467, M, to ht4) 'iw , -vv.tlo idabtiitdinfy.or ripr app dt(.aspx`'param=v jE.VXQwtDgLizI iFnMXJwex... 115/2018 Quick Notes Page 3 r--- --- --- i htrp `uww.floridabull€iitl.orLIpr;'pr_app_dti.aspx`'paraiii=wGEVXQwtDquzHEn IXJwex_.. Ii 120tg Quick dotes Page 4 3 g ASSOCIATED MATERIALS 1 N C t R P O R A T E D 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 MODEL 3002 / UO2 "ST" Extruded Vinyl Horizontal Sliding "Replacement" Window NON -IMPACT" GENERAL NOTES 1. This product has been evotuated and is in compliance with the 6th Edition (2017) Fbrido Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone (HVHZ). 2. Product anchors shag be as listed andspaced as shown on details. Anchor embedment to base materialshall be beyond wag dressing orstucco. 3. When used in areas requiring wind bome debris protection thisproduct's required to be protected with an impact resistant covering thatcomplies with FBC Sections 1609.1.2 & R301.2.12. 4. For 2x stud framing construction. anchui g of these units shall be the some as thatshown for 2x buck mosonry constwction. 5. Site conditions that deviate from the details of this droving require further engineering analysis by a licensed engineer or registered orchitect. TABLE OF COMM - SNEETf DESC91FTION t Typical elevations, des` n ores _& cienerai notes 2 Horizontal cross_secfions 3 Vertical craw, sections 4 Buck & frame anchoring .—.. 5 Big of materials, glaiding details and components SEE Ctt4RT FOR t,AA)(. FitMAE WIDTHS - Y i I I ; O! I t OVERALL FRAME DIMENSION OVERALL DAYLIGHT VNENS(ON GLASS TYP DESIGN PRESSURE PSF) P0S_ INIM 46.crX60.1v 44.3rx53.3r Gl 15,0 15.0 84.0' x 72A" 38.3r x 6547" 15.0 I5.0 72.0" x S60 32.37" x 49:3r 30.0 30.0 720 x 48.W 32.3Y x 41.37' 45.0 4S.0 63.0' x 44.0' 27.8T x 37.3Y 50.0 50.0 itii*l ttl/ r i N p 1.a Z Y aRh XX rrr rt a 9 m z° hY t Em Zm0Z0 o N a u? y S o oa0aam o a 4 L ti rr U K3 N ZOi O W 5tyW l.j i m r h bi4 Te I V77/13 ALC: N, T. S. rc. sv: JK e, eT LFS xwwi M1G A.-11141.27 Iry 1 v 5.. V V f ff 1 5 tllc, i SEENOTE I' i"+, ......• ,,`N y p 4 i' f ! ++++ f i lit \ OU rOj m ZN - e+ d s v U xx°4 fV Y z m e UN 4' O G W 2 ENn 4°a o i If 4 a £d3 2 i C 7 14 O1 4 w 3 3 3 E HORIZONTAL CROSS SECTION - 2 Shown w/ aect o MascxxvyyShownwJMEDSashSt= a, a a NOTE Sheaf Males! SCMa mvs! pe(gnata 3- D a men of 3threods fvovgh atloasftwn TX K (2} sheep o(motat_ MahfcM a mk*nvm a a IMERtOg 1-i14 NJN. —. YJ f 1 C }' 2 b J G1 rSEENOTE 1.1,6v O W OCt x0 UQtWi ^ 1 cacao 4 12 z IziQ o G1 ilAir: 12j77 1 i 1-114"MIN. E scue N.T.S. EMS, (TYP.) EX7fRtOtt owC. ap K m 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION t' HORIZONTAL CROSS SECTION 2 Consi uc#wn 2 Shown w 1x sUD-DUCK Q own w tee Stud Framing phon _ LFS iM —r, NOTE FL- 11141,2? a 1. Lodes Wcaled lU• fom lha top and twftom otsash hxa tatd ot2 stet i Or-5 N L tt * It E n' L a E tip'•, z *' u° nn< aa ... t v _...._ D /r lttl t\` +\\\ on z HT s zEV d Ja. E " w- J Gi a 17 ,i ` l 9 r i0 10 W w G, MOOR >xrExiox v j _ta EXtERPpR a. exrEeroR BFtlFRtOk ; o 0D) b a 4 t i - 11 ,0 -- 1 r1r n h U. v 8 , VERTICAL CROSSSEC17ON S C 3 ©ptianal MaSonry_ Sin a n o tL_ D E may.- pp 1a°a°aiq u LL'i tb vI V 6 t • f N h -' < 6•- a s v h Nt_ y • • Q n a W- tl W O O Ca a b VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION D4G. r. K3OptionalMosorvySill3 arc. a : JK m o Shownw/ MED Sash Rats _. _.._.....__..... cc aY: i..FS DW n FZ,- 1 T 141,21 0 sr[C* 3c U T (TYPj 31 (Typ') ---i J-rflyp.) BUCK ANCHORING CONCRETE ANCHOR tnf_B_: I. Concrete anchor k>cctbns at the comers maybe adjusted to maintain themin. edge distance to mortarloints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the rrdn. edge distance to rhartarjoints. addithnot concrete anchors may be required to ensure the IMAX. ON CENTERdmenslan are not exceeded. 3. Concrete anchor tobte: ANcilok ANCHOR. WIN CLEARANCE MIN.,CLEAkANCE, MIN. ro MASONRY.'.'..,.,. TO ANACIEW, ANCHOR-:... EA' fTw I/v 1-114- 4" TT NoAPCO ELCO 4" LTRACONUT 1. = C;Ki:yv irt) FLk #"Ty p_, a minimum s1w edge distance. I -end distance, & 1"o.c. spacing of wood screws to prevent the gAffing of wood. O N zEz 01, 0 7 a e F2XBUCK (D FRAME E MASONRY OPENING Q TJ FRAME ANCHORING 6o Fv f. DIBUCK a 0 o I X BUCK - FRAME MASONRY OPENING IX BUCK H DIRECT TO D MASONRY STEELSTUD K I (TYP_ J FRAME ANCHORING I X BUCK, DIRECT TO MASONRY, STEEL STUD 6o kr C_ N. T.S. n, SY: JK V- 8' Y; IFSF,'.. - 11 141.2? c a n As *THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS." BILL OF MATERIALS nrM i USCWWN MATERIAL A i X BUCK SG >= 0.42 WOOD B 2X BUCK SG >= 0.42 WOOD C 1 /4" MAX. SHIM SPACE D 1/4" X 2-3/4` PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 8 X 2-3/4" PPH SMS (1-3/8" MIN. EMBEDMENT) STEEL H 1/4" x 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K 10 PFH SELF -DRILLING SMS STEEL X STEEL STUQ Min. Thk .033 (ASTM A653 GRADE 33 Fy 33 FsI Min, Fv=4S KSI M n( STEEL 1 EXTRUDED VINYL FRAME ` _ RIGID PVC 2 EXTRUDED VINYL SASH PULL STILE (SM}' RIGID PVC 3 EXTRUDED VINYL SASH PULL STILE (MED}' RIGID PVC 4 EXTRUDED VINYL LOCK SFVLE (SM ` RIGID PVC 5 EXTRUDED VINYL LOCK STILE (MED}' RIGID PVC d IXTRUQED VtNYI KEEPER S11LE {SM} ` RIGID PVC 7 EXTRUDED VINYL KEEPER STILE (MED)' RIGID PVC 8 EXTRUDED VINYL SILLTRACK" RIGID PVC 9 EXTRUDED VINYL GLAZING BEAD' RIGID PVC 10 EXTRUDED VINYL TOP AND BOTTOM RAIL ISM ` RIGID PVC T I EXTRUDED VINYL TOP AND BOTTOM RAIL (MED) " RIGID PVC 12 SASH REINFORCEMENT (SM) STEEL 14 SASH REINFORCEMENT Med( STEEL 15 SASH REINFORCEMENT STEEL 16 LOCK it ANTI LIFT BLOCK' _ RIGID PVC 18 SETTING BLOCK _.._..... I /2 GLASS BITE GLAZING TAPE SECON RUBER) 1,9 3/4" OA GLASS THK. IT ANNEALED GLASSfIAIRSPACE V' y 1/B'ANNEALED GLASS hrtrrral STEEL GLAZING SPACER t3 GT 6L4iiNG.DETAII o N a 1 N1 FRAME1 11 1 FRAMEar_ 0 Z SMSNPilomLE 3 HPULL STILE 1.6" 15 00 W ...... w 0.065" ri T. 0.065' A SOCKSALE KSTILE KEEPER MILE y 0A2" 0,65r 0.?S --{ j 0 JAY o LL r a 14 MED12REINFORCEMENTREEll1FORCEM9R REINFORCEMENT 9 G[AZING BEAD 8 SILL TRACK /; 110 TLOP ANDBOTTOM RAIL SM n+rE: i /'1 7113 sue: N. T . S- 1 G....-- cw, BY: LFS _. auw c Nb -_ FL-11741.27 seen 5 w 5 1 Florida Building Code Online Pagel of 5 SCIS Home 6 Log In I User Registration Hot Topics Submit surcharge Stats & Facts Publications j FBC Staff BCIS Site Map i Links Search Product Approval USER: PubSEc User n?dt ., rnravai Meru AppiicaEion Search > flQ2I1n i,t 5 Application Detail k Ft. # FL11141 R17 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Associated Materials Inc. Address/ Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 DO) 922-2108 rickw@rwbldgconsultants. com Authorized Signature Vivian Wright rickw@rwbldgconsu Itants.com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Horizontal Slider 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 12/31/2020 Validated By Ryan 7, King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence ELL 1141. R11._CQI b C rt of to a nclence, df Referenced Standard and Year (of Standard) 5 and r year AAMA/ WDMA/CSA 101/1.S.2/A440 2008 AAMA/ WDMA/CSA101/1,S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2012 Equivalence of Product Standards Certified By Sections from the Code littp:/ fwww.tloridabuilding.orgipr/pr app titl.aspx?param=w(1EVXQ?v,,Ntl)gttaCjslp3G,,°ug?... 1/3t/2018 Florida Building Code Online Page 2 of 5 Product Approval Method Method 1 Option D Late Submitted 09/26/2017 Date Validated 10/04/2017 Date Pending FBC Approval 10/12/2017 Date Approved 12/12/2017 Summary of Products Go to Page Page 2 13 0 0 FL # Model, Number or Name Description 1.1141,21 u. Model 8003/SE03 Extruded PVC Horizontal Sliding Window - (XOX Configuration) . Limits of Use Installation Instructions Approved for use in HVHZ: No FC 11.141 1 t7,ji to Insit41f 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 11141.21 for Design Pressure Ratings, Fi 11<41 AF...Ci 1111 2T,t any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 1114111 . 22 v. Model 8002/8E02 HP- Extruded PVC Horizontal Sliding Window _ (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No 11141 Rlf_ !I(b nit 1 19 , 2.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: NIA Evaluation Reports Other: See INST 11141.22 for Design Pressure Ratings, FLiti.4t R?Z-Af...(c F yt-L-Ui41 1=.p f any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141, 23 w, Model 9002/9Eg2 Extruded PVC Horizontal Sliding Window _ (XX Configuration). Limits of Use Approved for use in HVHZ: No installation Instructions FL1. 1141 i i% -1 .a In twl131i.23.ndf 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: NIA Evaluation Reports Other: See INST 11141.23 for Design Pressure Ratings, tl t1 R1'' AF Ia1 ..Ya; 11147: 23 PIS any additional use limitations, installation instructions and Created by independent Third Party. Yes product particulars. 1114' 1.24 7M.del 9003/9E03 Extruded PVC Horizontal Sliding Window - (XOX Configuration) Limitsof Use - Installation Instructions Approved for use in iiVH2: No FL7 €.141. `ti f Ir..,(v )st 11141..?-eft Approved for use outside HVHZ: Yes Verified By. Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by In Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11141,24 for Design Pressure Ratings, FLIjjTti t pd` any additional usei I imitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141. 25 [ y Model 0109 Extruded PVC Horizontal Sliding Window with Nailing Fin - XOX Configuration with Direct Set Center Light) Limits of Use Installation Instructions Approved for use in HVHZ. No FLi 1 ? W p, I(f._(ij I )st 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: NIA Evaluation Reports Other: See INST 11141.25 for Design Pressure Ratings, 1_i41 R17 A. any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 1114L26 z. Model 0709 Extruded PVC Horizontal Sliding Window - (XOX Conf guration with Direct Set Center Light) Limits of Use Installation Instructions Approved for use in HVHZ: No 1j, 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 11141,26 for Design Pi essore Ratings, h. tto ,"ww r.floridabuild'tn.org/pripr app dtl.aspx` param=wGEVX(' tDclttaGslp3G=ug2... 1 1/2(i 18 Florida Building Code Online Page 3 of S any additional use limitations, installation instructions and product particulars. EL11141 R17 AE ia} Eugi1 t 141 26 p 1T Created by Independent Third Party: Yes 11141.27 za. Model 3002 / 3A02 "ST" Extruded PVC Horizontal Sliding "Replacement" Window - Non -Impact" (XXConfiguration) Limits of Use Installation Instructions Approved for use in HVHZ: No E .1DA .( I7....it_IOUr st_i#_14U,2_112_ t 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 11141.27 for Design Pressure Ratings, R17AE a ? _val_LLIAI any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141. 28 zb. Model 3002 / 3A02 "ST" Extruded PVC Horizontal Sliding "New Construction" (Nail Fin) Window - "Non -Impact" (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No L%1141 R 1/ II (a) 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 11141.28 for Design Pressure Ratings, F. 11 141 R.17 A s i _" 141.28.oclt any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11. 141.29 zc, Model 03A2 1 03S2 "ST" Extruded PVC' Horizontal Sliding "Replacement" Window - Non - Impact" (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Na li€,_11? [I ra Inst 11141..Zif 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 11141.29 for Design Pressure Ratings, l.111 I..1.__R1 T AE (a) Eval 11141_29 cIf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141, 30 zd. Model 03A2 / 03S2 "ST" Extruded PVCHorizontalSliding "New Construction" (Nail Fin) Window - " Non -impact" (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL11141 a _ 11 aL In _41if 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 11141.30 for Design Pressure Ratings, full 41 R1I A1_1 _06_Etal 1 i4s .ocif any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141,31 ze. Model 03A9 J 03S9 "ST" Extruded PVC Horizontal Sliding "Replacement" Window- Non -Impact" ( Equal Light XOX Configuration with Direct Set Center Light) Limits of Use Installation Instructions Approved for use in HVHZ: No fl_t?:_g _jl 1;7_ T1 a Inst_1.1141;;,1,?g.'f 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 11141.31 for Design Pressure Ratings, FL11141 R17 tg) Evai <rt any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141.32 PC Model 03A9 / 03S9 "ST" I 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 11141.32 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Extruded PVC Horizontal Sliding "New Construction" (Nail Fin) Window - " Non -Impact" (Equal Light XOX Configuration with Direct Set Center Light) Installation Instructions i-L11141 R17iI ri? iti5t 1I1 ±a.;_ Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIi14! _t 7 AE, (al "wii 1.114.1.32..i df Created by Independent Third Party: Yes 11141.33 j zg. Model 3003 / 3A03 "ST' Extruded PVC Horizontal Sliding "Replacement" Window - Non -Impact" ( un-Equal Light XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No`? u Approved for use outside HVHZ: Yes Verified 8y Ly r}don F Schmidt P.E. 43409 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A l Evaluation Reports fit tp , I/ww,k,-.florlda uilding.oil/pl-fpr_app_dtl.aspx`?paranz—Nw( l- VX()d4,-tt)gttaCFslp7C1y,ti-2... 1/ 1/2018 l y: Florida Building Code Online Page 4 of 5 other: See INST 11141.33 for Design Pressure Ratings Ia1_Iw14j_ . 7 AE a Eval 1114) 3.3s(1fi any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141. 34 _ zh.Moclel 3003 / 3A03 "ST"' Extruded PVC Horizontal Sliding "New Construction" (Nail Fin) Window (Un-Equal Light XOX Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No E=I._1.1.,1_i R17-tt_ (ati inst 111413h,;.I,<fA 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 11141.34 for Design Pressure Ratingsi FL11141 R17__1.....Cq)._Eva't 11141.34.odt any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141. 35 I'z;!. Model 3009 / 3A09 "SI" Extruded PVC Horizontal Sliding "Replacement" Window - Non - Impact" (Equal Light XOX Configuration) Limits of Use _ Installation Instructions Approved for use in HVHZ: No EL11'14i F3,I7WIi (a).ing 11141.35,p..dfApproved 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 R4iports Other: See INST 11141,35 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141. 36 zj. Model 3009 / 3A09 "ST" Extruded PVC Horizontal Sliding "New Construction" (Nail Fin) Window - "Non -Impact" (Equal Light XOX Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No 1=L1114,1 R7.7 11 {a)._int_` I lki.36. f 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 11141.36 for Design Pressure Ratings, j iQl Ri7 AE falt i4, g¢f any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Ia 11141. 37 zk. Model 03A3 / 03S3 "ST" Extruded PVC Horizontal Sliding "Replacement" Window - Non - Impact" (Equal Light XOX.Configuration with Direct Set Center Light) Limits of Use - Installation Instructions Approved for use in HVHZ: No E I1141; fit17_i1 'a InvLI,I14 ,xi"Po? 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 11141.37 for Design Pressure Ratings, FL11141 RL7 AF (a) Evai 11141.37.;adf any additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 11141. 38 zl. Model 03A3 / 03S3 "ST" Extruded PVC Horizontal Sliding "New Construction" (Nail Fin) Window - "Non -Impact" (Equal Light XOX Configuration with Direct Set Center Light) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1.1141 R11) Ca) 1st 11141f;,Irq,1f 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 11141,38 for Design Pressure Ratings, Fi.1.1141 R17'AE (b) Eva; 111aP,3_(2},pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141. 39 zm. Model L202 Extruded PVC Horizontal Sliding "Replacement" Window - Non - Impact" (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No E.(,.U.L1L_ tl."! 1j (dlmt ', I j 1j,D,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 11141.39 for Design Pressure Ratings, E_ j 114 ,r:I7,._r-_ra.. any additional use limitations, installation instructions and . Created by Independent Third Party: Yes product particulars. 11141, 40 zn. Model L203 Extruded PVC Horizontal Sliding "Replacement" Window - Non - Impact" (Un-Equal Light XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No . i, r,j' 2 , ;+,. -isr I>t a fC::.h9f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No 1 Created by Independent Third Party: Yes http:",`/ www.l-ioridabLiiIdin.org,'hr%pi- app dti.aspx?pal°aril-vGEVXQwfiDgtta(isip'G ug2... 1 /3 U-1018 Florida Building Code Online Page 5 of 5 Design Pressure: N/A Evaluation Reports Other; See INST 11141.40 for Design Pressure Ratings, ELI any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. I Go to Page = a 0 0 Page 2/30 0 EEI F--,--,l Contact ys :: 21501 Blair Stone Road. Tallahassee FL 32329 EhIme: 850-467-182 The State of Florida is an AA/EEC) employer. 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Product Approval Accepts: MWFOMFaa Credt Card safe littp.-,//w,A,w.f.loridabLilldit-i,,.orgipr/pi- app dtl.asp.\'.Iparaiii=vGEVXQwt.Dqtta(jslp')G,u(,,2... 1 /3 1/2 0 18 ASSOCIATED MATERIALSa Q F T I N C 0 R P 0 R A T E D 3773 STATE ROAD CUYAHOGA FALLS, OH 44223'. Z 3100 STRUCTURAL MULLION I L. MULLION GOAL POST STYLE BRACKET AT HEAD AND SILL) GENERAL NOTES: I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (PBC) excluding the "High Velocity Hurricane Zone" and conforms to the requirements of FBC Chapter 17. 2. Wood bucks by others, must be anchored property to transfer loads to the structure and be reviewed by the Building Official. 3. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 4. When used in areas requiring wind bome debris protection, this product does not require protection from an impact resistant covering when used in Wind Zones 1, 2 and 3 as defined by ASTM E 1996: in Wind Zone 4, as defined by ASTM E 1996, this product must be protected with an impact resistant covering complying with PBC Sections 1609.1.2 & R301.2.1.2. 5. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval 6. Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval. 7. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 8. Mullion Design Pressure Rating, see Load Rating Table Sheets 2 and 3 of this drawing. 9. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. I a Bounding box dimensions for geometric shapes must be equal to or less than the rectangular dimensions shown herein. TABLE OF CONTENTS _J SHFF7 i _DESCRIPTION i TYPICAL ELEVATIONS & GENERAL NOTES 2 MULLION LOAD TABLE FOR WOOD SCREW ANCHORS 3 MULLION LOAD TABLL FOR CONCRETE SCREW ANCHORS 4 j MULLION SECTION AND:.ANCHORING DETAILS DIMENSION CIS Y108" w 1 -_ w2 GLAZING GLAZING PRODUCT PRODUCT GLAZING PRODUCT MHA. LVM IIYCV DIMENSION IS 108" w1 --{ -- w2 GLAZING GLAZING PRODUCT 1 PRODUCT GLAZING PRODUCT GLAZING GLAZ_!NG PRODUCT PRODUCT MAX. COMBINED DIMENSION IS 108" W 1 W2 GLAZING GLAZING a PRODUCT PRODUCT N z I 0J X MAX. COMBINED DIMENSION IS 108" W1 --11-- W2 TYPICAL MULLION CONFIGURATIONS scxe: NTS owc. B : OWS CHK. BY: LFS FL-12078.1 c _L or 4 i INII W2 --- IIII I GLAZING GLAZING PRODUCT PRODUCT II OT TRIBUTARY WIDTH = WI + W2 2 W I I -- W2 GLAZING GLAZING Z - PRODUCT PRODUCT GLAZING z II PRODUCT J h 1 SECTION THRU MULLION & FRAME 3100 STRUCTURAL MULLION LOAD TABLE (PSF) TRBUTARY WIDTH 28" 30" 32' 34- 36" 38" 40" 42" 44" 46" 48• 60' 5c 76" 64.43 60.62 57.29 54.36 51.77 49,45 47.35 45.42 43.65 42.00 40A8 39.06 36.51 72" 76.25 71.78 67.87 64.43 61.39 58.64 56.14 53.83 51.71 49.75 47.93 46.24 43.20 70" 83.26 78.39 74.16 70.41 67A0 64.08 61.33 58.81 56.48 54.33 52.34 50.49 47.15 68' 91.15 85.85 81.23 77.16 73.62 70.20 67A7 64.40 61.84 59.48 57.29 55.26 51.60 66' 100.08 94.28 8923 84.78 80.76 77.11 73.77 70.71 67.89 65.29 62.88 60.64 56.61 64" 110.20 103.86 98.33 93.42 88.97 84.92 81.23 77.85 74.73 71.86 69.20 66.73 62.28 8Y 120.00 114.78 108.69 103.23 98,30 93.81 89.71 85.96 82.51 79.32 76.38 73.64 68.71 80" 120.00 120.00 120.00 114.44 108.95 103.95 99.39 95.22 91.38 87.84 84.57 81.53 76.06 Sr 1 120.00 120.00 1 120.00 120.00 120.00 , 115.58 110.49 105.83 101.55 97.60 93.95 90.56 84.46 66' 120.00 120.00 1 120.00 120.00 120.W 120.00 120.00 118.05 112.94 108.03 103.53 99.38 92.02 2 64' 120.W 120.W 1 120.00 120.00 120.00 120.00 120.W 120.00 120,00 116.18 111.34 106.88 9896 y62' 120.00 120.00 1 120.00 120.W 120.W 120.00 120.00 120.00 120.00 120.00 120.00 115.26 1 106.72 Z 60• 120.W 120.00 1 120.00 120.00 120. W 120.00 120.00 120.00 120.00 120.00 120.00 120.00 115.43 Q 48' 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.W 120.00 120.00 120.W i 46" 120.00 120.00 120.00 120.00 120,00 120.W 120.00 120.00 120.00 1&00 120.00 120.00 120.00 f 44" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120. W 120.W 120.00 120.00 120.00 120. W 42" 1 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120,00 120.00 120.W 40• 120.W 120.00 120.00 120.00 120.130 120.00 120.00 120.00 1&00 120.00 120.00 120.00 120.00 38" M-00 120.00 120. W 120.00 120.00 120.00 120.00 120. W 120.00 120. W 120. W 120. W 120. W 36" 120.W 120.00 120.00 120.00 120.00 120.00 120.00 120.W 120.00 120.00 120.00 120.00 120.00 34• 120.00 120. W 120.00 120.00 120.W 120.00 120.00 120.W 120.00 120.00 120.W 120.00 120, W 32" 120.00 120. W 120.00 120.W 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 30" 120,00 120. W 120. W 120.00 120.00 120.00 120.W 120.00 120.00 120.00 120.W 120.00 120.00 26" 120.00 i20.W 120.W 120.00 120.00 120.00 120.00 120.W 120.W 120.W 11,00 120.00 120.00 26" 120.00 120.00 120.00 120.00 120.00 120.00 120.W 120.W 120.W 120.00 120.00 120.00 120.00 24' 120.00 120. W 120. W 120. W 120. W 120. W 120. W 120. W 120.00 1 120.00 120.00 120. W 120. W INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: 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 DETERMINED IN STEP 1 ABOVE. In i •''•.. z uc w nt6! o b m z .i a0 i U N •• Z_ OZU E o< 5600mN a414 m0:am vc 6 E 0Z c R.jJa- FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF w THE FOLLOWING: o o ¢ o 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. Z wTE: 12/1 t/08 2. SUBSTITUTE #8-78 PANHEAD SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE SCALE: NTS INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AND AT 15" O.C. MAX. SPACING. MG. BY: DWS OHK. aY: LFS NOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE DRAWING NO.: MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED FL-12O78.1 WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. SHEET 2 OF 4 1 1. W1W2 GLAZING III GLAZING PRODUCT PRODUCT Z II0 J X i - TRIBUTARY WIDTH - W7 + W2 2 Wi -J- W2 GLAZING GLAZING PRODUCI PRODUCT GLAZING PRODUCT SECTION THRU MULLION & FRAME j 1 3100 STRUCTURAL MULLION LOAD TABLE (PSF) TRIBUTARY WtD H 28" 30" 32" X' 36" 38" 40" 42" 44" 46" 48" 50" 54" 78" 64.43 60.62 57.29 54.36 51.77 49.45 47.35 45.42 43.65 42.00 40,48 39.06 36.51 72" 70.94 67.37 64.29 61.60 59.26 57.14 55.17 53.33 51.61 49.76 47.93 46.24 43.20 70" 73.47 15.82 66.67 63.93 61.52 59.31 57.24 55.32 53.52 51.83 50.25 48.76 46.03 68" 7619 7245 69.23 66,44 63.93 61.60 59.44 57.43 55.64 53.78 52.13 50.57 47.72 66" 79.12 75.29 72.00 69.13 66.49 64.05 61.79 59.67 5T70 55.85 54.12 52.49 49.52 64" 82.29 78.37 75.00 72.00 69.23 66.67 64.29 62.07 60.00 5806 56.25 64.55 51.43 62" 85.71 81.70 78.23 1 75.07 72.16 69.46 66.96 64.63, 6246 60.42 58.52 56.73 53.47 60" 89144 5.33 81.70 78.37 75.29 72.46 69.82 67.37 65.08 6295 60.95 59,08 55.65 58" 93.51 89.27 85.43 81.91 78.66 76.67 72.89 70.31 67.90 6566 63.56 61.59 57.99 56" 97.96 93.51 89.44 85.71 82.29 79.12 76.19 73.47 70.94 68.57 66.36 64.29 60.50 Z W. 102.81 98.08 93.77 89.82 86.20 82.85 79.75 76.88 74.20 71.71 69.38 87.19 83.21 y52" 108.07 103.04 98.46 94.27 90.42 86.88 83.60 80.56 77.73 75.10 72.64 70.33 66.13 Z W. 113.78 108.42 103.55 99.10 95.01 91.25 87.77 84.65 81.56 78.77 76.17 73.73 69.29 0 48" 120.00 114.29 109.09 104.35 100.00 96.00 92.31 88.89 85.71 8276 80.00 77.42 72.73 46" 120.00 120.00 115.14 110.08 105.45 101.19 97.26 93.62 90.25 87.11 84.18 81.44 1 76.47 44" 120.00 120.00 120.00 116.36 111.41 106.66 102.67 98.80 95.21 91.87 88.75 65.84 1 80.56 42" 120.00 120.00 120.00 120.00 117.97 113.11 108.63 104.49 100.66 97.09 93.77 90.67 1 85.05 40" 120.00 120.00 120.00 120.00 120.00 120.00 115.20 110.77 106.67 10286 99.31 96.00 90.00 38" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 117.73 113.33 109.25 105.45 101.90 95.48 36" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 116.36 112.28 108A7 10t.59 W. 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 119,94 115.84 108.42 32" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 116.13 30" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 28" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 11.00 120.00 120.00 120A0 120.00 120.00 25" 120.00 120.00 - 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 24" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE 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 DETERMINED IN STEP 1 ABOVE. I m N z 00Y'• egg; <Lnn um a n co im0N .. 0vvC9x ze. n z Um N 8 oa 9 oa Ec 6cZ u C.J FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE #8-18 PANHEAD SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END 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 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. o aCDoVJZma FcoQGGQUmOJN z N a o 00 o oZ K M Q U a a SCALE. NTS DWG. BY: DWS crac. er: LFS FL-12078.1 Er 3 of 4 0 5.5" 0.375" 0.75" 0.75" - T-r'- rn 0 O O O 1 0.125" N ` 0.727" r MULLION ANCHOR BRACKET MAT'L 6063-T6 DO NOT USE CENTER HOLE FOR CONCRETE SCREW INSTALLATION I cO O O O f 0.75" 0 75" 0.375" 0. 125" N 0.727" V O L T- MULLION ANCHOR OFFSET BRACKET MAT'L: 6063-T6 4) 1/4- ELCO ULTRACON CONCRETE SCREWS 1"„ " 2.5" MIN. EDGE DISTANCE, 1.5" MIN. O.C.) dl- a D 4 a i . • 7`" C of MF _ O n. z c m u Al z o" dontoz L V (7 Z dj} Z S LO O m CWI ziO V Nr W a 0 56t0- n 3,000 PSI CONCRETE CONFORMING TO ACI 301 a co woORHOLLOWBLOCK z 1.0" CONFORMING TO ASTM C90 rWa z I j ANCHOR THROUGH 1X BUCK ANCHOR TO MASONRY dfJ 0.75" o ^ N USING 1/4" X 2-1/4" USING 7/4" X 7-3/4" z¢ N CONCRETE SCREWS CONCRETE SCREWS z o wz 6) #10 x 1-1/2" WOOD Lu SCREWS rom w w o0 3/4" MIN. EDGE DISTANCE) Z MULLION G Q MAT'L: 6063-T6 C3 O O O 3/4" SMS 2X MAIL: RUd. X SPCE-PINE-FIR G=0.42 OR BETTER 3/4" SMS ANCHOR TO 2X STUD OR TO 2X BUCK USING #10 X 1-1/2" WOOD SCREWS BASIC MULLION BRACKET ANCHORING BASIC MULLION BRACKET ANCHORING FOR CONCRETE SCREW CONNECTIONS & FOR WOOD SCREW APPLICATIONS SMS SCREW (MULL TO MULL) CONNECTIONS (OFFSET BRACKET SHOWN) 4)-#10 X 3/4" I I SHEET METAL SCREWS I I 1/2" MIN. EDGE DISTANCE) I I 3700 MULLION vtIMULLION TO MULLION c HORIZONTAL ALUMINUM MULLION UNDER SEPARATE APPROVAL) ANCHORING 12/ 1-1/08 SCALE: NTS OWC DWS CHk. BY: LFS DRAWIN NO.; FL- 12078. 7 SHEET 4 Or 4 J ow. Florida Building Code Online Page I of 3 MOM ous H." . U, R"otrouo Not Topk3 54MA 5r—q. SlAu Foa W" Pions rocSM0 KIS 54. Mop Urtk. 5—h 104*& Product ApprovaldbrFL FL12078-R6 Application Type Revision code Version 2017 Application Status Approved Comments Archived Product Manufacturer Associated Materials Inc. Address/ Phone/Email 3773 State Road Cuyahoga falls, OH 44223 330) 922-2108 rickworwbldgconsultant%, com Authorized Signature Vivian Wright rJckw@rwbldgconsultantsxom 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 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 12/3112020 Validated By Ryan 1. King, P.E. 6 Validation Checklist - Hardcopy Received Certificate of Independence EIM —76 Si-a L 'ig')&t Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.8 Prod"w" Oww"wal mothor! 2 Opnoo P QUICK: Notes Page I J' Florida Building Cade Online Page 2 of 3 Date Submitted 07/29/2017 Date Validated 07/3.112017 Date Pending FBC Approval 08102/201:7 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 12078.1 m a. 3100 Structural Mdlion Extruded Aluminum Clipped Mullion for use on Masonry or _ i Wood Openings utilizing the Goat Post (at head and sill) style Mounting Bracket Umrts of Use Installation Instructions Approved for use in HVHZ: No FF 9 ,M .(0 UPTU"'tiol 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 ELLUOL—c« AF;,,,; a)„, 8_ , df 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. 12t778.2 b. 3100 Structural Mullion Extruded Aluminum Cupped Mullion for use on Wood Openings utilizing the Goal Post (at $0e 1) and the Bull Nos i ( at head) Style Mounting Brackets ' Limits of Use Installation Instructions Approved for use In HVHZa No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure,: N/A Evaluation Reports Other: Mullion Design Pressure varies according to mulled F 078 : e Eua q 8 window size. Refer to EVAL 12078.2 and INST 12078.2 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. 12078. 3 c. 3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post (at head and sill) Style Mounting Bracket Limits of Use Installation Instructions Approved for use In HVHZ; No F_5 F2 nit f17 1P Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to mulled FL12078 R6, AE a Eyal ! 20 8.3. d` window size. Refer to EVAL 12978.3 and INST 12078.3 for Created by Independent Third Party; Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 12078. 4 d. 31.00 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use On Wood Openings utilizing the Goat Post (at Sill) and the Bull Nose at head) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No 7 R [i gt? ,a> f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: Mullion Design Pressure varies according to mulled FL120_ 78 R A ,a) Esa' 1207$ 5.pdf 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 o_ "i" Series Structural Mullion Extruded Aluminum Gipped Mullion for use on Wood and Masonry Openings utilizing the Goal Post (at Mend and Sill) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ. No 1221s 2,!,, ii s1 n l„l3 Fi,;y..S;`i 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 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 limitations, Installation instructions and product particulars. 12078. 6 f. 'i" Series Structural Transom Extruded Aluminum Clipped Mullion for use on Woad and Mullion Masonry Openings utilizing the Goal Post Style Mounting 1 j Brackets i Ehip:. ` vw:xr.flot-idahuildin L,.ort,- pi''pr app_ dtl. ispx"pai 1iii-z7 >~,GE %"X(. N%tDgLIJE Q' f116aGFA... 1"5112018 Quick Votes Page 2 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ. Noi"Q iQ cgdf` Approved for use outside HVHZ; Yes Verified Sy. 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 F1..12Q,78i• 6 AE ga.,_Fvat S;Z036_6,pzi,1; 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. 120783 g. "C-l-lass" Series SkruetufalQ. Illon Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Mullion Design Pressure varies according to mulled window size, Refer to EVAL 12078, 7 and INS I 12078.7 for Mullion Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Page 3 of 3 Clipped Steel 2,0', 2,25" and 2.5" Bar Mullion for use oil Wood and Masonry Openings Installation Instructions FLW7RLi_{A' f, 7 f Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports rL12477$ Rta.. Ev_ai 1'313?t.7,pd` Created by Independent Third Party: Yes pe.:.sa£?.W :::a 1 Ria r.Sran. as ,_'r,ran:,."ce. re. az re9 :g; 4 7— 1-4$ The State of Fivido n an AAjEED —plover. n a ;E_naty se _ __ :; Refunds;a gym: wader i'imifa law, .nail addressee are pubk —m ds, If you do 'vent ywr a-maa address released in teep-. 0 a Nblit-re—A mq—a, do not send olscinonfa d to this tftty. Instead, Contact tho WK4 by phom or by nr ditiooai mail, If you gave any qua. fors, 00st coouct Mil 457.1395. °Pur,.Am to a OoO 435..175(S), fk'rda *statnt ''ifttt- <kitb , 4, 2012, Ist —oi litenaad under Chapter' 45i5, F.S. rc;aer p—ida tm zD oAt emnt with an Am d add,," if they haaa acre. Tt..ma ts provided may be used to, of loci cQe—nicanon -th the Ik--. However w-J addressee are PuLtic —IdaIfypudanotwithto supply a pe—nal address, fuze p—d. ere Oepar —t wth an etru, address orh, h can be rr.d. avaaaofe to 6. p bk, To o.tern ine if yav am a kesnsee wdW chaps.' -SS, F.S., pt.aea Product Approvat Accepts: 1 id R„ htr)«ww.tloridabitiIding.or4. %pi r_app, dt(.asl)x"ptram—,,vGEVXQN tDgtiJEQfSP6a6FA 115/2018 Quick Notes Page 3