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119 Kaywood Dr - BR18-002978 - WINDOWSCITY OF SANFORD BUILDING & FIRE PREVENTIONIft- - PERMIT APPLICATION Job Addre Parcel 1D: JUL 0 5 2018 : Application No: 1 g ,aa_1 f, s Documented Construction Value: $ DI I Historic District: Yes No Residential Commercial Type of Work: New Addition N. Alteration Repair 4L Demo Change of Use Move Description of Work: Plan Review Contact Person: Al ex_ 15 Title: CA,en4- r Phone• 4 (^)--7— 53 q i 1kn Fax: n 9 bcEmail• `( O iAof& • CbrhPropertyOwnerInformation Name&n.i hlWM I. A A FCn City, State Zip: Phone: Q Q -1 —,qa ] ^(0 W -7 Resident of property? : Contractor Information Name Michael TiflmanlWindow World Phone: 407-389-1400 Street: 3882 Center Loop Fax: 407-389-1402 City, State Zip: Orlando, FL 32808 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: CGC 1514205 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application n n 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 ofthis 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 Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in cor"liance with all applicable laws regulating construction and zoning. 24-- 1( Z Signature o nlractor/- ent Date s Narne of Florida ALEXISFERNANDEZIII y° Notary Public - State of Florida Commission s GI sU,-:; :• n7y Conn. Expires Feb 27.2022 Bonded throuoh National Notary Assn Me or Produced ID _ e. Type of ID Signature of Notary -State of Florida — ALEXIS FERNANDEZ x°. .. Notary Public - State of FloridaConr•rission d GG i90584eyComm. Expires Feb 27. 2022O`"' ` Bo`ndep throughNational Notary Assn. Contractor/ Bona lKnown t Me yor Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Gas Roof Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: - 5V'7-18-(8 Revised June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE 1FRpa . Q _ e:)_q -7 4- Bun Max Inspection IIDescri tuon Footer / Setback Stemwall Foundation / Form Board. Survey Slab / Mono Slab Pre our 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 Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door 000 Final Window-, Final Screen Room Final. Pool Screen Enclosure Mobile Home Building Final, Pre -Demo Filial Demo Final Single Family Residence Final Building Other Ad dress.- 1 CCT9,td 4;[:j QEMIT. b1in max IIns ectnon IIDescru tion " Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final WE min max IIns ection IIDescra tion Mechanical Rough Mechanical Final. 1VIInn Maw ]Cans ectnon IIDescri tionn Gas Underground Gas Rough Gas. Final REVISED: June 2014 SEMINOLEE COUNTY MULTI %URISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 07/2/2018 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: 119 KAYWOOD DR., SANFORD, FL, 32771 Street Address) Expiration Date for This Limited Power of Attorney: MICHAEL TILLMAN License Holder Name: CGC1514205 State License Number: Signature of License Holder: STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this -2§ay of IW 20, by f C. who igvgEsonally kno to me or O who has produced as identification and who did (did not) take an oath. ignature of Notary KOLEXISFERNANDEZ Public - State of Flunda54rssrotiC.G 9053mm. EDires Feb 27.2022hNationalNotaryAssn•ng 3-gr Print or type Notary name Notary Public - State of io 6Q- Commission No. My Commission Expires: SCPA Parcel View: 32-19-30-5GS-0000-0660 Page 1 of 2 i Property Record Card Ptrcel: 32-19-30-5GS-0000.0660 sc,ss>e,lm,snv,•,nto,n Property Address. 119 KAYWOOD DR SANFORD, FL 32771 Parcel Information Parcel 32-19-30-5GS-0000.06W Owner(s) TICHONOFF, ANTHONY A__ TICHONOFF, MONICA F Property Address 119 KAYWOOD DR SANFORD, FL 32771 Mailing 119 KAYWOOD DR SANFORD, FL 32771-8838 Subdivision Name KAYWOOD REPLAT S1-SANFORDTaxDistrict DOR Use Code 01-SINGLE FAMILY Exemptions OD-HOMESTEAD(1999) i C;b Se le Cj&G Value summary Valuation Mr:thod 2018 Working Values Cost/Market 2017 Certified Values CosVMerket Number of i,uildings 1 1 Depreciated Bldg Value 155.811 — 1,000 143,073 1,000DepreciatedEXFTValue Land Value (Market) 51,000 40,000 Land Value Ag JJsi/Merkei Value " 207,811 184,073 Portability Adj 48,620SaveOurHomesAdj569,513 Amendment 1 Adj Iso P8G Adj SO s0 Assessed Value 1$138,298 135,453 Tax Amount without SOH: $2,717.00 2017 Tax Bill Amount $1,791.01) Tax Estimator eve Our Homes Savings: $926.00 Does NOT INCLUDE Non Ad Valorem Assessments http://parceldetaii.scpafl.org/ParceiDetaillnfo.aspx?PID=3219305GS00000660 6/27/2018 w Simply the Best for Less" 3882 Center Loop, Orlando, FL 32808 407) 389-1400. 1-800-NEXT-WINDOW • (407) 389-1402 Fax f windowworldorland corn / CGC 1514205 (" IName: l m 0L (, 0 q IiD1 =/ —9 Phone (H): Install Address: r WOOPhone W)- City, State, Zip: `-' 0 77 Email: DOUBLE HUNG ii (.80 Multiplier) SPECIALTY 8Series4000DHInsulated1011.1I $ 189 l Series 4000 DH Insulated 102-114UI $ 240 Series 4000 DH Insulated over 114UI $ 340 Series 6000 DH Insulated 114UI $ 275 Series 6000 DH Insulated over 114UI $ 375 SLIDING 2 Lite Slider Insulated < 90 UI $ 259 2 Lite Slider Insulated > 90 UI $ 369 3 Lite Slider Insulated < 121 UI $ 449 3 Lite Slider Insulated > 121 UI $ 649 IMPACT WINDOWS / DOORS Single Hung $ Double - Hung $ 2 & 3 lite slider $ Fixed Glass $ Sliding Patio Door $ Half Screens OPTIONS $ 39 50 Full Screens $ 59 PATIO DOORS Solar Zone Elite Low-E Glass/Argon $ 129 Vinyl Sliding Patio Door 5' x 6' 8" $ 929 Tint Gray/Bronze $ 69 Vinyl Sliding Patio Door 6' x 6' 8" $ 1039 Flat Colonial Grids $ 79 Vinyl Sliding Patio Door 8' x 6' 8" $ 1189 Contoured Colonial Grids $ 99 Vinyl Sliding Patio Door 9' x 6' 8" $ 1529 Beige Color $ 79 Vinyl Sliding Patio Door 12' x 6' 8" $ 2059 Wood Grain, Interior (4000 or 6000) $ 109 Vinyl Sliding Patio Door 5' x 8' $ 1319 Architectural Exterior Color $ 169 Vinyl Sliding Patio Door 6' x 8' $ 1569 MISCELLANEOUS Vinyl Sliding Patio Door 8' x 8' $ 2279 J Channel Application $ 69 Vinyl Sliding Patio Door 9' x 8' $ 2589 Custom Exterior Cap & Wrap $ 9g Vinyl Sliding Patio Door 12' x 8' $ 2989 Installation/ Trim Packs $ 119 Sliding Door Screen $ 139 Mull to Form Multi -Unit $ 69 Colonial Grids $ 209 to Tempered DH Sash (BSO) (TSO) $ 59 Solar Zone Elite Low-E / Argon $ 319 Tempered ( Fixed Units) $ 12/Sq. Ft. II,, Removal & Install $ 350 Obscured Glass $ 69 'o l Custom Exterior Trim $ 149 Engineering Fee $ 369 Beige Color $ 289 Code Compliant Plywood Services>101UI $ 109 Architectural Exterior Color (6'-9') $ 459 Code Compliant Plywood Services < 1011.1I $ 89 Specialty Sliding Door Code Compliant Plywood Sliding $ 209 1 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 It NO EXTRA WORK IF NOT IN WRITING II 't— St. Jude's Donation $ 2— F1`1 Co 1 0/ 6 Zj). 0 Received plywo9fcode Vosp Please see re for iti al t s & cond lions Z6 I Other$ 40'0 L Setup & Disposal Fee $ $ 100.00 Permit & Fees $ $ 289.00 Total Amount $ D u Custom Order Deposit 50% $ Balance Paid to Insaller upon Completion $ w CHECK RETURN FEE $59 Buyer agrees that he has read and rstands all terms and conditions on front and. back of this contra t d r to every term and condition. Date Owner Date White Copy - Original Yellow Copy - Custom WWWINOZ/te THIS INSTRUMENT PREPARED BY: Name: Window World LX I Address:- 3882 Center Loop Orlando, FL 32808 NOTICE OF COMMENCEMENT State of Florida County of Seminole I Ii111111111 I111111l11 11111 illll IIII I111 GRANT MALOY, SEMINOLE COUNTY CLERK, OF CIRCUIT COURT & COMPTROLLER BK. 9166 P9 645 (Jpgs) CLERK'S T 2018076889 RECORDED 07/03/2018 03:33:45 PI1 RECORDING FEES $10.00 RECORDED BY hdevore Permit Number: Parcel ID Number: z!a—Iq- G -SC75' woo - f> fc6 The undersigned hereby gives notice that improvement will be made'to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. GENERAL DESCRIPTION OF IMPROVEMENT: OWNE INFORMATION: Namp. XVifl\ Address: Fee Simple Title Holde (if other than owner) Name: Address: Et CONTRACTOR: Name: Michael Tillman Address: 3882 Center Loop Orlando, FL 32808 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my kno godge an belief. Owner`s Signal — Owner's Printed Name Florida Statute 713.13(1)(9): - The m t sign the ' of Commencement and no one else may be permitted to sign in his or her stead.' State of AOCounty of The foregoing Instrument was acknowledged Yeffor a this''gay of n , 20 by k4X n4 :L r.c 2.n T Who Is personally known to me Name r; person making steP pe LOR whohasproducedidentificationofIdentificationproduced: ALEXIS FERNANDEZ OFY fi` rG'R, ArNStareoFlr0' NotaryPublicfT nI I;• ..f r Z Commission = GG' ND C )MPl'R l' Note sigtnature•! \ ExpiresFeb27.2Q'tiMyComm•Exp r Assn• :MIIV 0 IY .' .0RIOA t a, 1throwhNationalNotary " Bonded9BY v f) EP TV CLERK Date.,._.__._, Mr_ D a WINDOW MEASUREMENTS NAME: 0 11C ( I (r (!H Q T ( Stec l# OF S DRIES: l ME SURE sY:h SATE: TYPE OF CONSTRUCTION: rock TYPE OF WINDOWS: /fErAL 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 18 19 20 SIZE (wxh) mmmmmm mmmm NOMINEE wa mlmmmmmm I mwill WOMEN KwArAVAIV m n M 1 MI®U. ENSWIMEEMEME IMENEM I so©MENNEN JIM. mmommMEMEME IMMINIM-MEMEME IMMINIMMOMEMMEM MEMEME IMMINIMMONEEME IMMINIMMEEMMIq IMMINIMESEEMEM IMMINIMMEMEMmid nomDr DpCm ,04m ZC=Wm2N N D Drawing qr RGc zzOmm C 0 fCR i stucco: jCi l n D v + cn Z o e A= o o m ther: rp } m<mp 0mOG.-Op= a) urn I T (p O0m O 00 zm3D Z C7 nm0 moz Z ga m OTO m romm m m o my mzv Dza OMOM1J az < nomM-4m Z I (p bRi z 4 D 40 m c o OF WINDOWS: 1-3 Brick: FR E-CVAPdy Ly Cw ASSMATED MATERIALS 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 3100 STRUCTURAL MULLION 0 --L. MULLION GOAL POST STYLE BRACKET AT HEAD AND SILL) GENERAL NOTES: I. This product has been evaluated and IsIn cornplance with the 6th Edition (2DI7) Rondo &Adhg Code jFBC) excluding the High Velocity FMricane Zone' and conforms to the requ4ements of FBC Chapter 17. 2. Wood bucks by others. must beanchored property to transfer bads to the structure and be reviewed by the Building Offica 3. Mullion anchorembedment to base material shallbe beyondwalldressing orstucco. 4. whenused inareasrequiring wind borne debris protection, this product does notrequire protection from anInVoct resistant coveringwhen used in Wind Zones 1, 2and 3 as defined by ASTM E 1996., in wind Zone 4, as defared by ASIM E 1996. this product must be protected with an Impact resistant covering complying with FBC Sections 1609.1.2 a R301.2.1.2. Separate product approvals for each gfa*V product used with these nwlliors must be submdtfed along with this mullion product approval 6. Anchoring of each glazing product to the mullion shall be as shown in each IndlMdual glazing product approval, 7. Any conditions not covered In this evaluation are subject to separate engineering evaluation. S. Mullion Design Pressure Rating, see load Rating Table Sheets 2 and 3of this drawing. 9. The design pressure raring of the assembly shallbe the lesser of the bad capacity of the mudon as detemvned using this approval or the design pressure rating of the Individual glazing products used. 10. Bouncing box dimensions forgeometric shapes must be equal to or less than therectangular dimensions shown herein. TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 MULLION LOAD TABLE FOR WOOD SCREW ANCHORS 3 MULLION LOAD TABLE FOR CONCRETE SCREW ANCHORS 4 MULLION SECTION AND ANCHORING DETAILS MMA. VVMOIIVLV DIMENSION IS 108' w1 —{ w2 GLA71NG GLAZING PRODUCT PRODUCT GLAZING L PRODUCT I MMA, I,VMOI,GV DIMENSION IS 108' w1 —{ w2 GLAZING GLAZING PRODUCT PRODUCT GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT fill MAX. COMBINED DIMENSION IS 108' w1 — w2 IGLAZING GLAZING a ^ PRODUCT PRODUCT et z U 977 Z L MAX. COMBINED DIMENSION IS 108' w1—Jr— w2 vh ^ o° I GLAZING GLAZING PRODUCT PRODUCT GLAZING GLAZING PRODUCT PRODUCT TYPICAL MULLION CONFIGURATIONS L NTS er. OWS c nth LFS FL-12078.1 T1 1 OF WI-- -W2 aZING GLAZINIIPRODUCTIIIRODUCT O D J X lmu1 1 TRIBUTARY WIDTH = W 1 + W2 2 W1 W2 GLAZING GLAZING PRODUCT PRODUCT GLAZING PRODUCT 3100 STRUCTURAL MULLION LOAD TABLE (PSF) R rR817TARYWWM 2r 3r 3r 34• 3r 3r 4r 4r 44• 4r 4r or or 84.43 60.42 57.20 54.36 5177 49.45 47.35 45.42 4365 42.00 40.46 3906 3551 7625 71.73 7.67 64,43 61.39 56.64 56U 53.63 1.71 4975 4793 40.24 4320 326 7839 74.15 70.41 si to 04.06 61,33 5081 56.46 5433 52.34 50.49 47.15 or 9115 5.55 6123 77.16 73.52 7O.2D 67,17 64.40 6184 59.46 73 5526 MAD or 100.05 94.3 0923 54.73 So76 77.11 73.77 70.71 6789 66.29 GEE 60.64 5561 64• 110 20 10306 W33 93.42 66.97 4.92 6123 1 77.55 74.73 1 71.05 69.20 65.73 82 78 12D.00 11476 10669 103.23 96.30 9351 K71 559s 52.51 79.32 76.35 M64 66.71 12DW 12000 120.00 11444 106.95 103.05 90.39 9522 91.36 97.84 64.57 61.53 76.05 120.00 12000 120.0D 12000 12000 1t559 110.49 105.63 101.56 97.60 M05 90.56 64.46h120.00 120.00 120.00 12000 12000 12000 12D00 116.05 lIZ96 105.03 103.53 99.38 9202 120.OD law law 12000 120.00 120.00 12D00 120.9D 12o00 1161s 111.34 106.85 W05 12000 law 12a00 120.00 120.OD 120.00 120.00 120A0 120.o0 120.00 120AD 11525 106 7212DW120.00 12Q00 law 12000 120.00 120.00 1210D 12000 120.00 1200 12D.00 115.43 Q 4r 12Q00 120.00 12aw 12D.W 120.00 12000 120.00 12a01) 12000 120.00 120.0D 120.00 12000 51 4r 120.00 120.00 120.0D 120.00 12000 120.00 120.00 120.00 120.00 12000 12000 120.00 12D 00 44' 120.o0 12D.00 120,00 120.00 120.OD 12DW 120.00 120.00 law 12000 120OD 120 00 12Dw 4r 120A0 120.0012O W 12aw 120.0012D.W 121)00 12100 12000 12D.00 12D 00 120 00 12D 00 40• 120,00 12DOD 12000 law 120.00120.0D 13100 12D00 12000 law 12000 12DW INOD 3r 120. 00 12D.00 12000 12Q00 12D 00 1200012D.00 1210D 120AD 120.OD 12000 12000 12Q00 3r 120. 00 120.00 1200 12D.00 12000 12DW 120.00 12D.00 120.OD 12000 120.00 law 120.00 34• 120. 00 12D 00 120 00 120 00 120.00 120.00 12D 00 120.00 12000 12D OD 120.00 120.o0 120.00 3r 12000 12000 120o0 120.00 12D.00 120.00 12000 120.00 120.00 12b.00 120.00 120.00 12D.00 3r 120. 00 120.00 120.00 120.00 12000 120.00 120.00 120.00 120.00 170.00 120.00 12b.00 2r 120. 00 120.00 120.00 120.00 120.00 120 00 120 00 120.00 120 00 120.00 12D00 120 00 2r 120. 00 120.00 12D.00 g12 12000 12D 00 120.00 120.00 12000 120.00 12000 12D.00 120.00 24• 120. 00 120.00 12DOD 12000 12D 00 120.00 120.00 120.00 12D.00 12D00 120.00 120.OD INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLEFOR USE OF THEMULLIONLOADTABLE: 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. Z• O fan 40 U •: Z N 22 li FOR ANCHORINGGLAZING 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-ORILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE 18- 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 ALSIOE WINDOWS CAN BE USED IN THIS FASHION. Iuh.12/I1/ 05 1 11Y. OWS BY. LFS role No-- FL- 12078.1 a 2 w WI -J- W2 -1 GLAZING GLAZING N PRODUCT PRODUCT oZ tl TRIBUTARY WIDTH - WI + W2 2 i-- WI •• I W2 --{ I I GLAZING GLAZING Z : PRODUCT PRODUCT GLAZING a PRODUCT a s 1 3100 STRUCTURAL MULLION LOAD TABLErFmffmY TV 2r 3r 3r 34' 3rsr4r w4D7H 4r M'4r 4r sr64.43 60.62 7.29 54.36 51.77 49AS 47.35 45.42 43.66 42o0 40.40 39.09 30,51 70.94 67.37 64.29 61.60 59.26 7.14 55.17 51.33 5161 4175 47.93 4&24 U2- 7147 6132 66.67 63.93 61.52 59.31 57.24 55.32 5152 51.43 SM25 4676 46.03 66' 7&19 TZ45 6923 66.44 63.93 61.00 59.41 57.43 5554 5176 52.13 50.57 4T72 w 79.12 75Z 12A0 69.0 66149 64.05 61.79 59.67 5770 SS65 54.12 52.49 49.52 64' 62.29 7537 7500 72.00 69.23 6&67 4.29 6ZoT GOOD Sao$ 5Q25 54.55 51.43 er 55.71 61.70 76.23 75.07 72.16 1 69.46 66.96 64.63 6146 1 6942 56.52 5973 5347 60' 69 44 6533 61.70 7837 75.29 1 7245 6982 671? 6&05 6295 60.96 5905 S5.65 56' 93.51 U27 65.43 61.91 T6.66 7567 7289 70.31 67.90 65.66 6156 61.59 57.99 56' 97.16 9151 69." 571 62.29 7912 76,19 73.47 7094 6t67 66.36 64.29 9150 54• 1OLOI KO6 93,77 6962 K20 112.65 79.76 76.66 7420 71.71 6936 67.19 6121 sr 106.07 10104 96.45 94.V 90.42 6e 66 616D 8D 56 77.73 7510 7104 70,33 6913 Sr 1117e 10Q42 103.56 99.111 95.01 91.25 67.77 64.55 61.56 I&T7 76.17 7373 6929 4r 12D.00 114.29 10909 104.35 10000 X00 92.31 66.69 65.71 ale 60.0D TT42 7ZT3 3 46' 120.00 12000 115.14 110.05 1os.45 101.19 97.26 93.62 90.26 6711 4.13 1.44 76.47 44' 12D 00 12000 120.00 116.36 111.41 10556 102.e7 9160 9521 91.67 66.7E 65.64 W56 4r 12D.00 120.00 120.OD 120OD 11797 113.11 105.63 106,49 100.60 97.09 9177 90.e7 Kos 40' IMOO 12000 120.00 120.00 12000 120AD 11520 110.77 10967 1o266 119.31 KOO 9100 3r 12D.00 120.00 MAD 120.00 12000 120.00 12D 00 117.73 11133 10925 105.45 101.90 95.46 36' 12D 00 1200D 120.00 120.00 120.00 120.00 120OD 12100 129o0 1436 112.3 106.47 101.59 34' 12100 120.00 120.00 120.00 120.00 120.00 12D 00 120.00 120.00 Imoo 119.94 115.64 106.42 3r 12100 1200 120.00 120.00 120.00 t20.OD 12D.00 12000 12000 120.00 120.00 120.00 116.13 30' 120.00 120AD 120.00 120.00 120.00 12DOO 120.00 12000 120.00 12D.OD 120.00 120.00 2P 120.o0 00 120.00 120.o01 120.00 120.00 IMOO 120.00 12000 120.00 12000 12D 00 120.00 120.00 26• 12D.00 120OD 120.00 120.00 120.00 t2000 12D.00 12000 120.00 12000 120.OD 120.00 120.00 24' 1I0.00 12%00 t20.00 120.00 120.00 1 120.00 1 12000 1 12100 1 120.00 1 U0.00 120.00 120.00 120.00 INSTRUCTIONSFORUSEOFTHEMULLIONLOADTABLE* 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 DETERMINED 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 (I FOR 1) 1/4'-I4 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 NEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. G fiv n n L n I Ill% c8a,z v 0 x 1M m 0 co ggozs1n IL• NTS w, OWS e.. LFS m No.: FL-12078.1 n 3 or 4 e 0.375' c 0 75' L 0 75" 0.125' 0.727' N T---- r U-r- MULLION ANCHOR OR MAT'L: 6063-T6 k 00 NOT USE CENTER HOLE. FOR CONCRETE SCREW INSTALLATION in n co N 4, 9,n O O O 0.75" 0.75" 0.375" 0.125" a N 0 727' N O MULLION ANCHOR OFFSET BRACKET MAT'L: 6063-T6 in n d 0.75' N N MULLIO MArL: 60663-T6 ^I 0 2 O co W 1 3/4' SMS 4) 1/4" ELCO ULTRACON CONCRETE SCREWS ANCHOR THROUGH IX SLICKBUCK ANCHOR TO MASONRYTOONN USING 1/4" X 2-1/4' USING 1/4' X 1-3/4' CONCRETE SCREWS CONCRETE SCREWS 6) 110 x 1-1/2' WOOD SCREWS 1 (3/4" MIN. EDGE DISTANCE) R G! a e6 m Z o eIll1118••Z N rEiR 9 on n O Zy mangy 0 a 2O m nw z g 0 n 6 2X MAT'L v SPRUCE -PINE -FIR G=0.42 OR BETTER 3/4' SMS ANCHOR TO 2X STUD OR TO 2X BUCK USING 110 X 1-1/2' WOOD SCREWS pv p 4) 110 X 3/4' I IpSHEETMETALSCREWSv- I a HORIZONTAL ALUMINUM MULLION1/2" MIN. EDGE DISTANCE) I UNDER SEPARATE APPROVAL) BASICMULLION BRACKET ANCHORING BASIC MULLION BRACKET ANCHORING 3100 MULLION I FOR CONCRETE SCREW CONNECTIONS & FOR WOOD SCREW APPLICATIONS SMS SCREW (MULL TO MULL) CONNECTIONS (OFFSET BRACKET SHOWN) MULLION 70 MULLION ANCHORING LEI NIS qP oWS m LM LFS ; FL-12078.1 a n it _L OF 4 G Florida Building Code Online Page 1 of 3 RegulationBusiness & Professional 3 1M» i lap In • VW Rpbtr.tR+n Mel Tplo UtIM SW M W Sub a F.W eas I FIC SUR KISS*. Fup t tM9 S"Kh Inoru pppppp,,,,,''' d product Approvoloprusu: neat Um dR...L f eeun ae..e.N M.m > yn o.l,u FL a FL12078•R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived E3 Product Manufacturer Associated Materials Inc. Address/Phone/Emall 3773 State Road Cuyahoga Falb, OH 44223 330)922.2108 Ackworwbldgconsulta nts.corn Authorized Signature Vivian Wright rickworwbklgconsultents.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer U Evaluation Report • Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida Ucense PE-43409 QualityAssurance Entity Architectural Testing. Inc. Quality Assurance Contract Expiration pate 12/31/2020 Validated By Ryan I. King, P.E. u Validation Checklist • Hardeopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method 1709.8 Method 2 Option 8 Quick Notes Page Florida Building Code Online Date Submitted 07/29/2017 Date Validated 07/31/2017 Date Pending FBC Approval 00/02/2017 Date Approved 10/10/2017 Page 2 of3 FL s' I Model, number or Name Description 12070.1 3100 Structural Mullion Extruded Aluminum Gipped Mullion for use on Masonry orIa. Wood Openings utilizing the Goal Post (at head and sill) Style Mounting Bracket Limits of Use Installation Instructions Approved for use In HVHZi No FL12078 R6 11 (e) Inst 12078.I.odf Approved for use outside MVMZ: 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 FL1207a R6 AE (a) Eval 12078.i.odf window size. Refer to EVAL 12078.1 and INST 12078.1 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. 12078.2 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 Limits of Use Installation Instructions Approved for use In MVMZ: No FL12078 R6 1 (a) Inst 12 78.2.odf Approved for use outside MVMZ: 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 (al Eval 12078.2.odf window size. Refer to EVAL 12078.2 and INST 12078.2 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. 12078.3 c. 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 MVHZ: No FL12078 R6 11 (a) Inst 12078.3.odf Approved for use outside MVNZ: 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 FLI2076 R6 AE (a) Eval 12078.3.odf window size. Refer to EVAL 12078.3 and INST 12078.3 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. 12078.4 d. 3100 Structural Transom 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 Limits of Use Installation Instructions Approved for use In MVNZ: No 171,12078 R6 II (al Inst 12078.4.odf Approved for use outside MVNZ: 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 F112078 R6 AE (a) Eval 12078.4.odf window size. Refer to EVAL 1207e.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. 12076.5 e. '1' 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 R6 11 (a) Inst 12078.5.odf Approved for use outside MVMZ: 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 FL1207a R6 AE (a) 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 limitations. Installation instructions and product particulars. 12078.6 f. '1' Series Structural Transom Extruded Aluminum Clipped Mullion for use on Wood and Mullion Masonry Openings utilizing the Goal Post Style Mounting Brackets http://www. floridabuilding.orgtprlpr_app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FA.. 1 /5/2018 Quick Notes Page 2 Florida Building Code Online Page 3 of 3 Limps of Use Installation Instructions Approved for use In MVMZt No FL12078 R6 11 (a) Inst 22078.6-pilt Approved for use outside MVMZ: 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 fal Eval 12076.6.odf window size. Refer to EVAL 12070.6 and INST 12070.6 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. 12070.7 9. 'C-lass' Series Structural Clipped Steel 2.0% 2.25' and 2.5' Bar Mullion for use onIMullionWoodandMasonryOpenings Limps of Use Installation Instructions Approved for use In MVMZ: No FL12078 R6 Il (a) Inst 12078.7.pdf Approved for use outside MVMZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Report Other: Mullion Design Pressure varies according to mulled FL12078 R6 AE (a1 Eval 12078.7.odf window size. Refer to EVAL 12078.7 and INST 12078.7 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. s«r CADJAiLlp :: 7del ebn Steno sass. Tepalgsw R ]J100 Ph—, ASa487.7aN The state at Florida a an A"W 0 pbyer. C--'w"» 20117.2011 stab d nafd, :: y :: :: g under norda toe, antad admaew tee public rtrtarda. U Ate+ do as was rear e•med address Niemand 61 response to e tublk• ft nmrert. do nee rrW eka onk mid bilia 4ra0ty. 41d4ad, contact do dike by phone ar by trad4Wnd tried. U 1W he" aq 4uesua s. pleeee twhltact 11140.47.I395. •runDYnt to 54ttbn 4SS.J7S71). Fler1de St"eii, of edfre 0daber 1. JOli, aunty anwled urda Oheptw 4SS. F.S. nlvit amide dhe OapartnrM wah en anted addrM U thar hew ae. The aneL phorlded mar be ueed fie d11W1murwnicadw w4hthe kerrase. Hanover amid addrasmare publicrecord. If 7eu da not weh to euppr7 a amend edmeo, plena prenWe the Oeperonent with an emei addreu which can be made wadable b the P UL To detennow U rou am akenae under Chapter 455. F.S.. ol4 d1A tits. hadun Apim"l Amepw Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=%vGEVXQwtDquJEQfBP6a6FA... 1 /5/2018 i Quick Notes Page 3 AS_S_C_ I_AT_ED,M_ATER_IA_LS_ d"A I N C O R P O R A T E 0 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 MODEL 3001/3B01/3A01/3AB 1 "ST" EXTRUDED VINYL DOUBLE HUNG "Replacement" WINDOW NON -IMPACT' GENERAL NOTES I. 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 bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections.1609.1.2 d, R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the some 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 CONTEPTtf SHEEN OFSCRIPRON 1 T al elevalions design piewes 3generel rates 2 Ifolizontal cross secNora 3 Vertical cross sections 4 Buckand homeandaling 5 B8 of motellak. components and glaft deta8 FRAMEWIDTH W< 5 X X O.L-O:: ._ MAX_, D:LO: DESIGN PRESSURE (FSf) . sP`OSR11!Ez NEGATIVE= 36.0" X 60.0" 29.12" X 25.75" 30.1r X 26.75- GI 50.0 60.0 36.0" X 72.0" 29.12" X 31.7S- 30.12- X 32,75- GI 50.0 55.0 36.0- x 78.0" 29.12" X 34.75" 30.12' x 35.75" G1 45.0 45.0 44.0' x 75.0- 37.1r X 33.25" 36.1r X 34.25- G1 35.0 35.0 52.W x 62.0' 45.1r X 26.7r 46.1r X 27.75" GI 35.0 35.0 46.0" x 840 41.12" X 37.75" 42.1r X 38.7S' GI 30.0 30.0 44.0- x 96.T 37.12 "X 43.75" 38.1r X 44.7r G1 25.0 25.0 52.0' x 96.0' 45.1r X43.75_ 46.1r X 44.757 GI 15.0 15.0 Illunl/ OpZa ji I sit a N •• v y y v Z m ZO V 9 € o CID 6LL121 a E o0 Z li 1^, fLL V l LE: N.T.S. JK rn: LFS SM NO: FL-1 1720.9 xs 1 or 5 1-1/P MIN. EMS. 1-1/e MIN. INTERIOR EMS' Ira i 18 14 G 16 DMIOR 2 HORRONTAL CROSS SECOON yw ShownMosonry Option 1. 1/1' M EMB. ZIBu k CnsNCtion MIAMIi v NTERIOR NTERIOR XTERIOR NOTE $ heel — fd Saran mat pwwkale a rah. of 3lf.. Odtft0jah atIsml MyM shsebornerd. Mwfah Nano. edge doom& n n INTERIOR i i rf_ZtL o n n 11111 Q a1° Z L' VyO 4 6 i IKI = O N• N NO W Z G 0Y1+SINWE11112113 i KDMRIOR14 16 u7awer• JK e 4 HORIZONTAL CROSS SECDON p0C e` LFS c O RMW NO, ihown wSteelpronpionhShownw/ MEDBottomSashSteepsFL-11720.9 d E 4 d Us 5 B i I4 o 3,0iGslsss C V 0 o— o i E 9 ` mad°e s c° E $_ i 12 18 g UW 3 G1 12 20 20 0 J EXTERIOR 9 IIORNER 15 12 W W 1 VERTICAL CROSSSECTION 15 I g 0 3 c uc ccossstruct onB14 g S, 3 14 6 at 0. 412412Y+ EXTERIOR INTERIOR Gl GI 13 GI 9 12 8 a 719 E) MIOR 12 s N 12 INTERIOR 2 INTERIOR o i W c d WLA a ,' Z 2 19 is 2 EXTERIOR 18 w v u 18 1 m200I o0hNVIWC B Z E aaaao EE p I'd 9,»> Cl a ze._=. d • ° ~ V • • ° • C • • • ` • pp ON N N Q Z 1° 0 nI N " V • ` d . • • C Q ° ZU cKTL 1 12 13 = span N T.S. 3 owc BY. JK m 2VERTICALCROSSSECTION3VERTICALCROSSSECTION4 VERTICAL CROSS SECTION A DUCK0rss c 0n 3 Op Ono mosorvy so cm W: LFS 3 3 Phonoi 1 as Shown w/ MED Bottom Sash Rai ORWM „o: a Shown w/ M Bottom SashRolls FL— 11720.9 0 NWCU 3 OF 5 p BUCK ANCHORING FRAME TY 2X BUCK j F MASONRY OPENING EXTERIOR I TRACK 1RACK RACKTRACKFRAMEANCHORING 2X Buck) CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations at the comers MY be ocmted to maintain the man. edge distance to mortarjoints. 2. Concrete anchorlocations noted asMAX. ONCENTER' mustbeadjusted to maintain the min. edge distance to mortar joinh, additional concrete anchors may be required to ermwe the MAX. ON CENTER- dimension ore not exceeded. 3. Concrete anchortable: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN: CLEARANCE TYPE 512E EMBEDMENT TO MASONRY. TO ADJACENT EDGE ANCHOR. ITW • 1 C 1-1/4' Y orTAPCON ELCO 1/P 1.1/4' 1' 4' ULTRACON WOOD SCREW INSTALLATION NOTES: I.Maintain a mWmum 5/rf edge distance. 1' end distance. d l"o.c. spacing OfamWmum5/rf edge distance. 1' end distance, d 1"o.c. spacing os wood screws to prevent the sotfing of wood. t c a n Sr i o V,4w G o 0o8P.: y zmCC Woy f" mdd H IXBUCK 1 XBUCK G DIRECTTOMASONRY 4 0. 0 3i K SM t, i FRAM aevaas3saaaa x Z J S m iAISONRY i IKgLW OPENING m U C v c a m Y+Yirj jm FRAME ANCHORING IX Buck. Direct to Masonry. Steel Stud) 1.11112113 a[: N.T.S. c w JK a c. en LFS i e FL-1 1720.9 c a 4 a 5 a BILL OF MATERIALS RFM I DESCC/IION MAIHIAL A IX BUCK (SG >= 0.421 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 1110 X 2-1 /2" PFH WOOD SCREW 11-3/8" MIN. EMBEDMENT) STEEL G 1 /4" x 2-3/4" PFH ELCO OR TTW CONCRETE SCREW STEEL H 1/4" X 3-1 /4" PFH ELCO OR IIW CONCRETE SCREW STEEL K N 10 PFH SELF -DRILLING SMS STEEL L R 10 X 2-1/4" PFH WOOD SCREW (I-5/16" MIN. EMBEDMENT) STEEL X STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 FY=33 Ksi Min, Fu=45 Ksi Min) STEEL I EXTRUDED VINYL HEAD AND JAMB' RIGID PVC 2 EXTRUDED VINYLSILL' RIGID PVC 3 EXTRUDED VINYL LOCK RAIL RIGID PVC 4 EXTRUDED VINYLMEETING RAIL' RIGID PVC 5 EXTRUDED VINYL SASH STILE (MED) • RIGID PVC 6 EXTRUDED VINYL LOCK RAIL (MED) • RIGID PVC 7 EXTRUDED VINYL HEAD INSERT' RIGID PVC 8 EXTRUDED VINYL BOTTOM LIFT RAIL' RIGID PVC 9 EXTRUDED VINYL TOP PULL RAIL' RIGID PVC 10 BALANCE COVER I I EXTRUDED VINYL SASH STILE' RIGID PVC 12 GLAZING BEAD' RIGID PVC 13 EXTRUDED VINYL BOTTOM LIFT RAIL (MED) ' RIGID PVC 4 REINFORCEMENT - MEETING RAIL STEEL 15 REINFORCEMENT - LOCK RAIL STEEL 16 REINFORCEMENT - SM. STILE STEEL 17 REINFORCEMENT - MED. STILE STEEL 18 WEATHERSTRIP (FIN PILE) 19 WEATHERSTRIP (VINYL BULB) VINYL 20 CAM LOCK STEEL THE APPROVED WFBTE RIGID PVC EXTERIUR EXTRUSIONS FOR WINUUW3 ARE IV et FKUUUUU UT WICUUM UCENSEES IH •AAMA CERTIRCATION PROGRAMS FOR RIGID PVC EXTRUSIONS. 0.16• is r OJS 1 _ f1.07 0 0 ONT I OA6• 0.06• o 0.0T OAT IA2, 0.7T ~ i RBNFORCEMENf RHNFORCFJNENf REINFORCEMENT REINFORCEMENT14wl.-1 T 15 Lock W 16 SaL sues 17 MED Saes 3.25 --{ O.ab 1 0 C4 3.917 -i no4ftr7j T MEAD B JAMB 4 2W { OA6S OA6S 2.W 11 SASH STILE e BOTTOM LIFT RAIL tq 0 d LOCK RAILMED LL 2.0'r --I O.OS T-i--1.3•-i 13 IN RAIL T 2 GIAIING BEAD I ISS• I 0o 3 LOCK RAILkIr- 4 MEETING RAIL 0 WSWaa" L, I omQoo aaaao 5 SASH SIRE 1 /2' GLASS BITE " GLAZING TAPE n a a a o Bolton Sash 13/16' THICK GLASSMED 4 1.39' AIRSPACE m ^ I/8"ANNEAL®GLASS ao N ^ a N rowvner^Z I/Lf ANNEALED GLASS a' 1 1 12 13esauENT.S. orc IW. JK STEELSPACER as LFS HEAD INSERT ounw¢ w: Gl GLALNG OlTA1L FL-11720.9 s acT J --, Florida Building Code Online Page 1 of 4 Professionale r KU Hear lap In UmaapMVauen Mel Tpplb SWWM Surdurpe sub rub PAWW ro I rat SUR WS SiftMW I Lkft S"Fil. I d 111rpcccpLyy,w,,+++111'''' fn 1 r ®Product Approval J uscRc Wept uav tay >tm p > Appawtlb aabil FL r FL11720-R16 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Enwll Authorized Signature Technical RepresentaUve Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Ira Associated Materials Inc. 3773 State Road Cuyahoga Falls, OH 44223 330)922.2108 rickw@rwbldgconsultants. tom Vivian Wright rickw@rwbldgconsuttants.comcom Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U 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 1Z/31/2020 Validated By Ryan ). King, P.E. 2i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and year (of Standard) Equivalence of Product Standards Ceitlfled By Sections from the Code stanch i 7.I10i ANSI/AAMA/NWWDA 101/I.S.2/A440 2008 ANSI/AAMA/NWWDA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E 1996 200S Quick Notes Page Florida Building Code Online Page 2 of4 Product Approval Method Method 1 Option D Date Submitted 09/08/2017 Date Validated 09/19/2017 Date Pending FBC Approval 09/22/2017 Date Approved 12/12/2027 Summary of products FL N Model, Number or Name Description 11720.1 a. Model 0301 Extruded Vinyl Double Hung Window with Nall Rn - 'Non - Impact" Limits of Use Installation Instructions Approved for use In HVHZ: No FL11720 R16 II (al INST 11720.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11720.1 for Design Pressure Ratings, any FIJ1720 R16 AE (a) EVAL 11720.1.Ddf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 11720.2 1 b. Model 0501 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other See IHST 11720.2 for Design Pressure Ratings, any additional use limitations, Installation Instructions and 11720.3 c. Model 0501 HP Limps of Use Approved for use In HVHZ: No Approved for use outside MVMZ: Yes Impact Resistant; No Design Pressure: N/A Other: See INST 11720.3 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. 11720.4 d. Model 0601 Limits of Use Approved for use In MVNZ: No Approved for use outside MVNZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 11720.4 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. 11720.5 e. Model 8001 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 11720.5 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. 11720.6 f. Model 9001 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Reslatsnt: No Design Pressure: N/A Other: See INST 11720.6 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Extruded Vinyl Double Hung Window -'Non-Impact' Installation Instructions FL11720 R16 II falINST 11720.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11720 R16 AE (a)EVAL 11720.2.odf Created by Independent Third Party: Yes Extruded Vinyl Double Hung Window - 'Non -Impact" Installation Instructions FL11720 R16 11 (al INST 11720.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Extruded Vinyl Double Hung Window - 'Non -Impact' Installation Instructions FL11720 R16 11 (a) INST 11720.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Extruded Vinyl Double Hung Window -'Non-impact" Installation Instructions FL11720 R16 II (a) INST 11720.S.od( Verified By, Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Extruded Vinyl Double Hung Window -'Non-Impact' Installation Instructions FL11720 R16 11 (a) INST 11720.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 11720.7 9. Model -1- 201 / -I. 201HP Extruded Vinyl'Tllt" Double Hung Window -'Non-Impact' Limits of Use Instsllatlon Instructions Approved for use In MVMZ: NO iL11720 R16 1I (a) INST 11720.7.odf i http://www.tloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquzHEnMXJwex... 1/5/2018 Quick Notes Page 2 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDquzH EnMXJwex... 1 /5/2018 Quick Notes Page 3 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDquzHEnMXJwex... 1 /5/2018 Quick Notes Page 4