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801 E 2 St; 17-2493; WINDOWS
0 i I AUG 15 2017 6 ` l:, l CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLILCATION Application No: f / / y Documented Construction Value: $ l(9 1 13131 . OIL-) Job Address: gnd ,E(, Historic District: Yes No Parcel ID: '11O-j j - --ZD to -opm -CAI )o Residential ff Commercial Type of Work: New Addition Alteration 1=1 Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: I Fax: Email: Title: h Property Owner Information Name '11('.lp t I GLf ,U " Phone: Street: I e acci s+ Resident of property? : CX_LAYI e-f City, State Zip:p Contractor Information t'c- Name Michael Tillman Window World - - Phone: U.o - L(go - Z87t( Street: 3882 Center Loop Fax: 407-389-1402 City, State Zip: Orlando, FL 32808 State License No.: CGC 1514205 Architect/Engineer Information Name: Phone: C Street: Fax: 10 City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: N1 N 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. M 11 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has rA commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5`h 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 of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ffi-- U.1 ZZI I --_ Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/ gent's Na ff JJ Print Co Factor/Agent's Nante Si nature of Notary -State of Florida Date Signature of Notary-Sta e of Florida Date ROBIN N. FORD NOTARY PUBLIC STATE OF FLORIDA Comm# GG123898 Owner/Agent is Personally Rplrg /04Rr Produced ID Type of IDf t YoROBIN N. O RD NOTARY PUBLIC c STATE OF FLORIDA a CEEomm# GG123898 Contractor/Agent is " Personally Known lb to Nfle oies 7/13/2021 Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: `0r: B .1t,1-1 Revised: June 30, 2015 Permit Application r, REQUIRED INSPECTION SEQUENCE I$P# % —I _ -7 c14 2-, BUILIDING ]PERMIT Min Max ., Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: 9'n 1 IELECT.RI CA:L ;IP:EItMIT Min Mays Ins action Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Mast I[ns ection Descri ti®n Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 1bd cxAwlcAL lP ml s. <: Min MZx I[ns ecti®n Descr! Lion Mechanical Rough Mechanical Final Min Max Ims ection )<Descri Lion Gas Underground Gas Rough Gas Final REVISED: June 2014 SCPA Parcel View: 30-19-31-510-0000-0010 Page 1 of 2 ja11 .taa IINQ sErmaex.c(%3W7"Y, vg., Parcel Information Property Record Card Parcel: 30-19-31-510-0000-0010 Owner: BROIPN MERREDIETH A Property Address: 801 E 2ND ST SANFORD, FI. 32771 Parcel 30 19 31 510 0000 0010 Owner BROWN MERREDIETH A Property Address 801 E 2ND ST SANFORD, FL 32771 Mailing 801 E 2ND ST SANFORD, FL 32771- Subdivision Name. NORMANY SQUARE Tax District S1 SANFORD 1 DOR Use Code I 01 SINGLE FAMILY Exemptions 00 H0MESTEAD(2016) Value Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 128,403 146,203 Depreciated EXFT Value 1,000 1,000 Land Value (Market) 8 568 8,568 Land Value Ag lustiMarket Value 137,971 155,771 I - Portability Adj z Save Our Homes Adj 0 0 Amendment 1 Adj P&G Adj 0 0 Assessed Value 137,971 155 771 I Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT NORMANY SQUARE PB3PG11 8015 E Taxes Taxing Authority 1 Assessment Value Exempt Values Taxable Value County Bonds 137,971 137,971 0 t. County General Fund 137,971 137,971 0 Schools 137,971 137,971 ' 0 ;. City Sanford 137,971 ' 137,971 0 SJWM(Saint Johns Water Management) 137,971 137,971 0 } Sales Description i Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 7/1/2015 0b511 00 14 200 000 Yes Improved PROBATE RECORDS 11/1/2008 07089 1790 100 No Improved WARRANTY DEED i._ 6/ 11 1/1993 0255 190& 100 No Improved PROBATE RECORDS 11/1/1992 02513 1299 q. ........ _ 100 No Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT &DEPTH 51.00 - 132.00 0 175.00 8,568 Building Information http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx'?PID=3 019315 10000000 10 7/31 /2017 Page 1 of 1 Prepared By and Realm To: Artesian Title, Inc. Attn: Caroline Veraguas 6735 Conroy Windermere Road, Suite 315 Orlando, FL 32835 Order No.: 2017-149 Property Appraiser's Parcel I.D. (fblo) Number. 30-19-31-510 4000-0010 WARRANTY DEED THIS WARRANTY DEED dated June 23, 2017, by Menedleth Astor Brown, a single man, whose post office address is 2852 Willow Lakes Lane #71, Titusville, Florida 32796 (the'Granbr"), to Michael K West and Darlene West, husband and wife, whose post office address is 801 E 2nd St, Sanford, Florida, 32771 d*'Gmntee"). Wherever used herein the terms "Grantor" and °Grantee° include all the parties to this Instrument and the heirs, legal representatives and assigns of Individuals, and the successors and assigns of corporations) WITNESSETH: That the grantor, for and In consideration of the sum of Two Hundred Five Thousand Nine Hundred Eighty -Four And No/100 Dollars ($205,984.00) and other valuable consideration, receipt whereof Is hereby acknowledged, hereby grants, bargains, sells, aliens, remlass, releases, conveys, and confirms unto the grantee, all the certain land situated in County of Seminole, State of Florida, viz Lot 1, Normany Square, according to the map or plat thereof, as recorded In Plat Book 3, Page(s)11, of the Public Records of Seminole County, Florida. The Grantee on this property is assuming the Grenioes loan recorded in OR Book 8714 PG 763. Subject to easements, restrictions, reservations and limitations of record, if any. TO HAVE 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: 12f31/2016. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2017081420 BK 8970 Pgs 0164 - 165; (2pgs) E-RECORDED 08/11/2017 11:33:40 AM 18.50 DEED DOC 1,442.00 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/14/2017 3882 Center Loop, Orlando, FL 32808 407) 389-1400 • 1-800-NEXT-WINDOW • (407) 389-1402 Fax s wiinndo`wworldoor la/n ddoo.com / CGC 1514205 Name: At lze pkla ewe- t,,t-" "5't Phone (H): © e i- A — puq InstallAddress: ' Z n. U (' -- P one (W)- City, State, Zip: 01 °27 7 1 'cone (other): - e. 7 5' DOUBLE HUNG 7 Series DH Insulated 101U1 t 189()`" r Series 4000 DH Insulated 102-114U1 246 Series 4000 DH Insulated over 114U1 340 Series 6000 DH Insulated 114U1 275 Series 6000 DH Insulated over 114U1 375 Half Screens Screens 20 403EFullSolarZoneEliteLow-E Glass/Argon 109 Grids Other Colonial Grids 49 Contoured Grids 59 Beige Color 69 Wood Grain, Interior (4000 or 6000) $ 95 Architectural Exterior Color $ 159 IMPACT WINDOWS / DOORS Single Hung Double - Hung 2 & 3 lite slider Fixed Glass Sliding Patio Door MISCELLANEOUS Custom Exterior Cap & Wrap Installation/Trim Packs Mull to Form Multi -Unit 69 11!i' j65 Tempered DH Sash (BSO) (TSO) 40 i Tempered (Fixed Units) $ 9/Sq. Ft. 98Z7ObscuredGlass49 Lead Abatement Procedure 79 1 x 4 PT -Buck (Volusia Only) 40 Code Compliant Plywood Services>101UI 85 Code Compliant Plywood Services < 101UI 65 Lead Abatement Procedure Sliding 129 Code Compliant Plywood Sliding 169 SLIDER / SPECIALTY & FIXED GLASS 2 Lite Slider Insulated 369_2 / 2 Lite Slider Insulated < 90 UI 3 Lite Slider Insulated > 121 UI 259 649 3 Lite Slider Insulated < 121 UI 449 Fixed Glass Insulated 339 Colonial Grids < 90 UI 89 Colonial Grids > 90 UI 99 Grids Other Solar Zone Elite Low-E / Argon 129 Almond Color 69 Half Screens Full Screens 20-; 40 Tint Gray/Bronze 59 PATIO DOORS Vinyl Sliding Patio Door 5' x 6' 8" 3" Rail 975 Vinyl Sliding Patio Door 6' x 6' 8" 3" Rail 1025 Vinyl Sliding Patio Door 8' x 6' 8" 5" Rail 1542 Vinyl Sliding Patio Door 9' x 6' 8" 3" Rail 1730 Vinyl Sliding Patio Door 12' x 6' 8" 5" Rail 2595 Vinyl Sliding Patio Door 5' x 8' 2" Rail 1450 Vinyl Sliding Patio Door 6' x 8' 3" Rail 1835 Vinyl Sliding Patio Door 8' x 8' 3" rail 2375 Vinyl Sliding Patio Door 9' x 8' 3" rail 2977 Vinyl Sliding Patio Door 12' x 8' 3" Rail 3375 Screen Sliding Door 75 Grids Patio Door 185 Solar Zone Elite Low-E / Argon 209 Removal & Install 350 Custom Exterior Trim 129 Beige Color 225 Architectural Exterior Color 429 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 NO EXTRA WORK IF NOT IN WRITING Received plywood code (Volusia) 111k t= St. Jude's Donation $ Extra Labor $ -20 0 " Setup & Disposal Fee $ $ 100.00 Permit & Fees $ $ 259.00 Total Amount $ ! & ,9 30 - Custom Order Deposit 50% $ CK# Balance Paid to Insaller upon Completion $ CHECK RETURN FEE $59 Buyer agrees that he has read and understands all terms and conditions on front Pleas ee reverse for itional terms & conditions and back of this contract and agrees to every term and condition. Salesman Date Owner Da s I I White Copy - Original Yellow Copy - Customer THIS INSTRUMENT PREPARED BY: Name: Window World w 4 I Address: 3882 Center Loop Orlando FL 32808 NOTICE OF COMMENCEMENT State of Florida County of SemiPermitNumber: I IIIIII 111111111111111111111111111111111 GRANT MALOYr SEMINOLE COUN'CY OF CIRCUIT COURT & COMPTROLLER BK "971. Pg 343 ( Pqs ) CLERK'S r 2017082152 RECORDED 1"i i15/2017 W-36` 2 AN RE :c .: i _'NG FEES 1CI.CIii RECORDED BY hdevore Parcel IDNumber: .3J-- Iq -) I -510 - -CHIC) 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: a )- i 1cJou-) rePla Qmool OWNER INFO Name: IVIATION: i + L lSL 1\ Address: Fee Simple Title Holder (if other than owner) Nam Q4\ CONTRACTOR: 0`- NamA 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 y k owledge and belief. iJil / c i Ca /k l er' s Signature Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of F lbr 160- County of The foregoing instrument was acknowledged before me this 1 day of C J k1NJ 20 by I 1 1 1 IL S 1 Who is personally known to me Name of person making statement OR who has produced identification I p type of identification produced: ROBIN N. FORD NOTARY PUBLIC STAI` E-OF FLORIDA Comm# GG123898 Expires 7/13/2021 4 Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 08/11 /2017 I hereby name and appoint: Jorge Torres an agent of: Window world Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign.for and do all things necessary to ,this appointment for (check only one option): The specific permit and application for work located at: 801 E 2ND ST SANFORD, FL 32771 Street Address) Expiration Date for This Limited Power of Attorney: /' License Holder Name: heol aman State License Number: Signature of License H STATE OF FLORIDA COUNTY OF The foregoing instrument was ckno I d ed before me this day of 1 204, by,( who is ersonally known to me or who has produced identification and who did (did not) to an oa Signature Notary Seal) Poo, n n bacl Print or type name ROBIN N. FORD NOTARY PUBLIC 4ve STATE OF FLORIDA Comm# GG123898 Expires 7/13/2021 Rev. 08.12) Notary Public -State of F[q,(IC(CA- Commission No. G My Commission Expires: WINDOW MEASUREMENT ORDER FORM 1 2 3 O 4 5 O E 7 8 9 1C 11 12 13 14 15 1E 17 1E 19 2C 23 22 23 24 25 2E 2i 2E NAME: WEST 1# OF STORIES: 1 MEASURED BY: LOL TYPE OF CONSTRUCTION: WOOD ITYPE OF WINDOWS: WOOD SIZE (WXH) LEG MODEL OBSUCURED TEMP GRID MULL FS RM LOC 86 3/4 x 70 ST3009 X PORCH 91 3/4 x 70 ST3009 X PORCH 54 3/4 x 70 ST 3002 TF X PORCH 56 1/4 x 70 ST 3002 TF X PORCH 85 3/4 x 70 ST3009 X PORCH 19 3/4 x 65 1/4 ST3001 BED 34 x 65 1/4 ST3001 BED 19 3/4 x 65 1/4 ST3001 BED 34 x 65 1/4 ST3001 BED 26 X 41 ST3001 TF BATH 34 x 65 1/4 ST3001 MASTER BED 34 x 65 1/4 ST3001 MASTER BED 18 X 37 1/4 ST3001 OF TF MASTER BATH 16 1/4 X 40 ST3001 OF TF MASTER BATH 73 X 36 3/4 ST3002 OFFICE 102 3/4 X 36 3/4 ST3003 OFFICE 61 3/4 X 33 1/2 ST 3002 LAUNDRY 80 3/4 X 33 1/2 ST3002 LAUNDRY 57 1/4 X 40 3/4 ST3002 KITCHEN 34 3/4 X 65 1/4 ST 3001 TF DINING RM 34 3/4 X 65 1/4 ST 3001 TF DINING RM 26 X 41 1j4 ST 3001 LIVING RM 26 X 41 1/4 ST3001 LIVING RM 19 3/4 x 65 1/4 ST3001 LIVING RM 34 X 65 1/4 ST3001 LIVING RM 19 3/4 x 65 1/4 ST3001 LIVING RM o) o ti O o L QQ N F w viw mo ZQwgo OzM000te&D E- cc a=a=moo Z 3: -j LL c c U) 0wCc) ou.pwa vOoOm= VOU-jzg 0 mmtwiwo omo w-° -ocz wC= i)oOt~i=Q O U) a U U) O 12C :D i-- -E. -pmgm 2rU) a:QZwL2Z aw= LowHdO 2< wo Vic) U INSTALLERS NOTES: U 4/1 DeI 3iy T ` X(I p ASSMATED MATERIALS I N G O R P 0R A 1' E D 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 3100 STRUCTURAL MULLION H - I . - , MULLION GOAL POST STYLE1314ACKET AT HEAD AND S114 GENERAL NOTES: 1. This product hat been evaluated and is in complionce A tin the 51h Feltion (2014) Fonda Buidung Code ( 1 BCI exclu liN the'High Velocity Hurricane Zone" and conforut to the requirements; of FBC Chapter 17. 2. Wood bucks by others, must be anchored pWedy to transfer bads to the structure and be revs wed by the Building Offtial. J. Mullion anchor embedment to base material shall be beyond woll dressing or stucco. 4. When used in areas requft wind tome 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 Wild Zone 4. as defined by ASRA E 1996, this product mcut be protected with an impact resistant covering como.ying with Section 1609.1.2 of the FBC . 5. Separate product approvals for each gkmng product used with these mul lore mist be submitted along with this mullion product app oval. 6. Anchoring of each glazing product to the mullion shall be as shown In each individual gazing product approval. 7. Any conditions not covered in this evaluation are subject to separate engineering evaluaton, S. Mullion Design Pressure Rating. see Load P.atingTable Sheets 2 and 3 of this drawing. 9. The design pressure rating of the assemby shall be the lesser of the bad capacity of the mullion as detemvned using this approval or the design pressure rating of the in&1clial glazing products used. 10. Bounding box dimensions for geometric shapes must be equal to or less than the rectangular dimensions shown herein. TABLE OF CONTENTS T 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 MAX. COMBINED DIMENSION IS 108" W, --{ _ — W2 MAX. COMHlNED DIMENSION IS 108" IN — 1r— w2 I . - GLAZING GLAZING Q a PRODUCT PRODUCT n zu o A MAX. COMBINED MAX. COMBINEO DIMENSION IS 108" DIMENSION IS 108" w1 i — w2 w, GLAZING GLAZING PRODUCT GLAZING PRODUCT PRODUCT- 1 GLAZING GLAZING PRODUCT PRODUCT GLAZING GLAZING z_ PRODUCT PRODUCT Qa n z11 0GLAZING GLAZING PRODUCT PRODUCT TYPICAL MULLION CONFIGURATIONS MCA": NTS 5 eY: DWS CHk BY: LFS ? RZW G HO a FL- 72078.1 a snag , or 4 O w1 I- W2 --I GLAZING GLAZINGanPRODUCTPRODUCT 03 C I TRIBUTARY WIDTH = W t + W? 2 wr - w2 ---- GLAZING GLAZING Z . PRODUCT PRODUCT 0 GLAZING Z II PRODUCT 3100 STRUCTURAL NULL DN LOAD TABLE 1 TR WARV VAM1przl2a' 3r 3Y 3< w 3r 40' 4i w 40' 46' ur 94' W.43 a0.a2 5720 54.38 51.77 40.46 4T.36 45.42 43.05 42W 40.48 30.08 X61 7625 71.1a 67.87 54.43 81.39 66.84 58.14 5183 51.71 49.75 47.93 4824 432D 83Z 70.30 14.15 70.41 7.10 61.08 61.33 51LOI 50.4a 54.33 5Q34 50.49 47.15 a0 01.15 55.56 8123 71.16 73.52 70.2D 67.17 54.40 01.84 59.48 5729 55.26 51.60 a' 100.08 94.3 89.23 84.78 80.76 77.11 7a77 70.71 47.89 65.29 6288 00.64 5a81 t4' 110.20 10390 98.33 U42 Qa.97 4.02 a123 77A5 14.73 11,85 03.73 a228 aT 120.00 114.79 106.m IM23 90.30 93.81 80.71 85.96 8251 70.32 75.39 73.54 05.71 6'0' 120.W 12DT.00 12100 IN.44 1(6.95 103.05 W.39 95.22 91.38 97.64 64.57 1.53 7605 w 1=0 120,00 120.00 120.00 IXOD 115.56 110.49 105.83 101.55 97,00 93.95 90.50 94.46 w 120.00 120.00 120,W 12100 120.DD 120.00 12D.00 118.05 11294 108.03 tm.53 99.38 9ZD2 u' 120.00 17D.00 120.0D 121.W 12D.00 1W.00 120.00 f20.m 120.00 118.10 111.34 10a.88 95.98 b 121.m 120.03 120.00 120.0D 120.00 12100 t23.m 120.W 120.00 120.W 1210D 11526 72 120.W 120.00 120.00 12100 12D.00 121.00 120.00 120.00 120.m 1210D 12000 120.m 115.43 48' 120.W 120.00 12D.00 Im.00 120.00 I&OD 120.00 120.00 120.0D 12100 12000 tM.W 120.00 16' 120.00 120,00 12D,00 120.00 12D.00 120.m 12D.W Im'00 120.00 12D.00 12D.00 0.00 120.m 31 4c 120.00 120.44 120.m 1&00 120.W 1201D 120.00 120.00 120.00 120.03 lm.W 120.00 120.00 4Z' 120.00 120.00 120.m 12D0 120.00 120.00 12D.00 120.W 120.00 120.m 120.W 2D.00 120.m 40' 120.OD 12100 120.00 120.00 120.00 120.00 120.W 12300 120.00 12000 12000 120.00 120.W 3a' 120.00 120.00 120W 120.W 120.00 lm0Do 140.00 120.W 120.00 120.00 12000 120.00 120.00 30' 120.00 120.00 12D.00 120.W 1XI.W 120.DO 120.m 121-m 120.00 12000 120.00 120.00 1=D 3C 120.m 12100 129.0D 120.m 120.00 ffi00 120.OD 20.W 120.00 Im.m 120.W 120.00 120,00 37* 12401 1E100 120.00 12D.00 120.m 120.00 12D.00 121.00 12D.m 120.00 IMLOD 120.00 121.m 3P 120.m 120.00 tM-M 120.00 120.00 12D.W 120.00 121100 12D.m 120.m 12100 12D.00 120.0D 2C 120 00 12D.00 120.00 IM.00 120.00 120.00 120.00 12O.m 120.00 120.00 120.00 I&DO 120.00 2r 120.m 120.WI 120.00 12100 1 120.00 12D.00 12D.00 120.00 120.00 120.00 120.00 120.00 1 120.W 2C Im.00 z)w 120.00 1 12D.m I IM W 12D.W A.W 120m 12G.m 120.m 12D.W 12D.m Iz6m INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE. I. DETERMINE THE DESIGN LOAD REOUIREMENT 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 - 00III off ol 0 R, dh m aI s2 a b' zg ac o 2 ti m g ool$ FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPEC0EO IN ONE OF THE FOLLOWING: 3 a 1. SUBSTITUTE (1 FOR 1) I/4'-14 SELF-ORfLUNG SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. Z ale 12 1 1 08 2. SUBSTITUTE /8-IR PANHEAD SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 8' FROM EACH SCAM NTS 0P1G W' DWSENDANDAT15' O.C. MAX. SPACING. a4c er. LFS NOTE: A MINIMUM OF 3 THREADS OF THE SELF-OR/LUNC SCREWS MUST PROTRUDE THROUGH THE WALL OF THE ofmwno NO.: MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. FL-12078.1 mm -Z or 4 1 w1-1 -- wz --I GLAZING GLAZING PRODUCT PRODUCT z1i0 LJ X TRIBUTARY WIDTH WI + W2 2 w1 --- - W2 - GU,Z NO I z PROVOCT II z q S GLAZING PRODUCT jI GLAZING PRODUCT 4 4.;+. M,i 4. 3100 STRUMIZAL MULLION LOADTAKE TR8( rTARY 1YD1H 29' i w I 3T 34" I 3C i IP i 4r 47• 4r 4r 4r sr W i6 64.43 8Q82 87.3 64.38 ft.77 49.45 1 47.36 45.42 4385 470D 40.48 39L08 3&St M94 67.37 6d 29 1.60 59.28 61.14 5517 53.33 6t.81 4915 47.23 4&24 KX 0" 1147 60-288.67 33.91 01.52 59.31 57.24 5&32 6362 51.83 60. 6.78 4&D7 18. 19 724S W2-3 66.44 83.93 61.80 44 43 58i1 U76 52.13 50.57 47.72 w 79.12 7129 2D0 9.13 88.49 84.05 61.79 59.67 57.70 M65 S4. 5249 4&52 44- 8229 7137 7&00 72.00 6i.2.' 68.87 6d,29 U07 60.00 6&06 0.26 54.55 51.43 62" 6&71 1.70 76.23 75.07 72.16 69.49 6&95 1.63 6248 M42 5& 58.73 53.47 u 8533 61.70 70.37 75.29 7245 6182 67.31 8503 296 60'.95 08 S&66 36' 93.61 8927 6&43 67.91 78.86_ 75.67 7219 M31 67.00 8&68 63. 61.80 57.09 87. 96 2151 0.44 65.7i 6229 79.12 78.19 1&47 70.94 6&57 68.38 64.29 60 2 54•• 10281 9&08 d9.D2 88.10 828E 19.76 7&86 74.20 Mli m 83. 21 52' t06.07 102W 9&46 91.2r 90.42 8&66 63.80 80.58 TIM 7&10 726r 00.39 13 z w 1t378 1D642 105.65 99.10 06.01 91.25 57.77 84.56 8t58 76J7 73.73 69.29 0rr 120A0 i14.29 109.09 104.35 100.0D 1 OC 9231 WAS 8571 8178 80.00 77.42 7273 a100 12Q00 115.14 11D.06 t0&46 101AS 97.26 93.62 M25 67.11 44 X41 i 120. 00 12A00 120,00 116,30 iilAl 1M68 102.97 000 95.2t t. 68. AS Bt 47• 20. 03 120.00 11T.97 113.t1 106.63 10Z49 IMM 97.09 Q&W 90.67 86.05 12A00 120. 00 17A.03 1 120.00 120.00 1M20 110.77 106 10266 9931 9&W 90.00 3r 320W 12a 120A 120A6 120.03 120.00 iZ00 711.73 113.33 t0925 1 45 101.80 95.48 38" 1Yl. 00 120,00 IMA 12000 120.00 120.00 14.000 12D.00 12Q00 116.38 TIZZ 106.47 101.59 3c t20. C4 I 120.00 t20.00 120.00 t20.00 120.00 12D.00 IM.00 120 IMD) tt9.94 115.64 10142 12" InaT' 12G00 120.00 120.00 120.00 120A0 120.00 M. 12Q 12Q00 t ,00 12'00 11&13 f 30' 12100 t20.00 120.00 120.00 IM-ve I 0E 120.00 14.03 12000 12Q00 120.00 00 t20.00 i20.00 12J.00iODt20.0C t2-01 Ca 1.21% 12QC0 12D.OJ S200G i2&oG 120 126.00 28" 12D. 00 12A00 120.00 1 FOR 1, 01, 121M 10.0 1Mon t2000 120A0 1TA0 120.00 24' 420. 00 12D:0C 120M 12D.00 12G.00 t20.04 120.00 12)m 1 12QG7 72a00 120.06 120.00 120.00 INSTRUCRONS FOR OF THE MUL L LOAQ TAP! E. 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED 8Y 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 SPAFI AND TRIBUTARY WIDTH DETERMINATICN. y= 3. IN THE FIRST COLUMN OF THE TABLE. LOCATE THt MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH, Al THE wrERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY MOTH, 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. tis 4umnr Q..- d lit i v { aLcZ v 00 0z mQ 4 cl( Y nI$ ao OI*1 V a N r FOR ANCHORINGGAZINGPRODUCTSTOTHEMULLION, ANCHOR SIZE AND SPACING SHALL BE .AS SPECIFIED IN ONE OF THE FOLLOWING: a I. SUBSTITUTE. ( 1 FOR 1) 1/4-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN, IN THE INDVIDUAL GLAZING PRODUCT APPROVAL. N z WE 1211 1 06 2. SUBSTITUTE J8-18 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. scALL NIS oti,c. By; DAS cm or.. LFS 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. IanM"0.: FL-12078 1 s 5.5 h 375" o 75" 75' j I/4" MAX. -•{ 0. 0.75' cl ^ N Ml I LION kNCHOR BRACKET 50-2722 MAT'L: 6063-T8 3/4" SMS 1-1/4" MIN. AfliOR TO 2X STDD CENTER HOLE 7D 2X MUST NOT BE I NMULL)Q_ in EMBED. $UCK USING 110 X 1-1/2" USED WHEN USING MAT'L: 6063-76 n WOOD SCREWS CONCRETE SCREWS 0 1/4" MAX. -- ANCHOR THROUG14 IX RUCK BUCK USING 1/4" X 2-1/4" CONCRETE SCREWS a 3/4' SMS MAX—]- e a ANCHQR TO MASQNRY USING 1/4" X 1-3/4" CONCRETE SCREWS cu u1u11DN BR4CKET ANCHONG BASIC MULLION BRACKET ANCHORING FOR CONCRETE SCREW CONNECTIONS AND FOR WOOD SCREW. APPLICATIONS SMS SCREW (MULL TO MULL) CONNECTIONS 4) 1/4" x 2-1/4" ELCO ULTRACON CONCRETE SCREW 2.5" MIN. EDGE DISTANCE) 3 000 PS; CONCRETE ONFOR G TO C' cm ron 1ITU s o= Eq4ye urn j4ra WOOD SCREWS (3/4" a d MIN. EDGE DISTANCE) 2 c 2X MAT'L (SPRUCE- 30 PINE -FIR) Ga0.42 OR BETTER ao 1-3/8" MIN, g zd EMBED. -n Q c m w co j Nz to 6 z l o cailjl pin dl C MW A 301 OR HOLLOW s-- HORIZONTAL ALUMINUM MULLION UNOEP. SEPAR47E APPROVAL) BLOCK CONFORMING TO ASTM C90 1 MBEs MIN. c 4) 110 X 3/4" GOALPOST SHEET METAL SCREWS y _ BRACKET 1/2" MIN. EDGE DISTANCE) 3100 MULLION F m 4 w MULLION TO YULLION ANCHORING n _ ek DAM 08 e i2 1i4) 1/4" X 1-3/4" ELCO tJtTRACON c SCALE. NTSCONCRETESCREW 2.5" MIN. EDGE DISTANCE) mrc. er: DWS m cwc. BY.. LFS 3 3.000 PSI CONCRETE CONFORMING DROM0 wo, TO ACI 301 OR HOLLOW BLOCK FL-12078.1 nCONFORMINGTOASTMC90 s[nT -L or 4 SId OIS Florida Building Code Online Comments Archived Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 330) 922-2108 mfernbaugh@alside.com Authorized Signature Vivian Wright rlckw@?rwb?dgconsuJtants.com 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 A+ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc, Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL 12076 R4 COI CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710. 5.3 httpJMoridaMichrg.orgfpr/lx_app dN.aspx?pmam-wGEVXOwtDquJEC[MP6a6FAUmUCubT5z3s3d3anyGy7HJ5yVOcKP3Tw%3d%3d 1/3 8I3M5 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Flnrida EkAldirg Code Online Method 2 Option B 03/04/2015 03/16/2015 03/18/2015 06/22/ 2015 FL if I Model, Number or Name Description 12078.1 a. 3100 Structural Mullion — Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post (at head and sill) Style Mounting Bracket Limits of Use Installation Instructions Approved for use In HVHZ: No FL12078 R4 II Inst 1207B.1.pd 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 FLIZ07§ R4 AE Eval 12078.1.L>d 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 HVHZ: No FL12078 R4 II Inst 12078.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other. Mullion Design Pressure varies according to mulled FL12078 R4 AE Eva[ 12078.2.odf window size. Refer to EVAL 12078.2 and INST 12078.2 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 12078.3 c. 3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Masonry or -i Wood Openings utilizing the Goal Post (at head and sill) Style ! Mounting Bracket ------- --- -- Installation InstructionsLimitsofuse Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL12078 R4 II Inst 12078.3.12df Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes i Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to mulled FL12-078 R44 AE Eval 12078.3.odf window size. Refer to EVAL 12078.3 and INST 12078.3 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. l 12078.4 — d. 3100 Structural Transom Mullion TExtrudrzd 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 HVHZ: No i FL12078 R4 II Inst 12078.4.E Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 1207Q.4.odf window size. Refer to EVAL 12078.4 and INST 12078.4 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 12078.5 e. "I" Series Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood and Masonry Openings utilizing the Goal Post (at Head and Sill) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL1202Q R4 II Inst 12078.5.odf { Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12076.5.odf window size. Refer to EVAL 12078.3 and INST 12078.5 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars.-- hllpllflaidabUlt5rg.orglpr/pr_app_o.aspx7param=wGEVXC]MDqulEQMP6a6FAUmUcubT55z3s3d3anyGy7HJ5yVOcKP3Tw%3d°lo3d 213. a+3M15 J Florida riding Code Oriline 12078.6 I f. "i" Series Structural Transom j Extruded Aluminum Clipped Mullion for use on Wood and I Mullion Masonry Openings utilizing the Goal Post Style Mounting Brackets Urnits 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 12078.6 and INST 12078.6 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 12078.7 g. "C-Class" Series Structural Mullion 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 INST 12078.7 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL12078 R4 II Inst 12078.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports i FL12078 R4 AE Eval 12078 6.Ddf . I Created by Independent Third Party: Yes Clipped Steel 2.0", 2.25" and 2.5" Bar Mullion for use on Wood and Masonry Openings Installation Instructions FL12078 R4 II Inst 12078.7.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EI 124i8 R4 AE Evai 12078.7,odf Created by Independent Third Party: Yes itarl r;>r Contact Us :: 1940 Notth Monroe Street, Tallahassee FL 32399 Phone $350-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mali address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which car be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click Dgr . Product Approval Accepts: sccuim I httpllfloridabtdldng.orgtprlpr_app d8.aspx7param=wGEVXQwtDquJECtf8PCae6FAUmUcubT5z3s3d3arlyGy7HJ5yVOcKP3Tw%3d%3d 313 Revision' Response to Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Dll ate Project Address: ol Contact: \ J o t u s Ph: `0 t)r Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical 9 Fax: General description of revision: Aa Gain S Y GZG{G;i i vh ,i 6,4J1,,,d OWS Life Safety W 1 —fi, as a (47 oh q Waste Water Is- o ROUTING INFORMATION Department Utilities Waste Water Planning Engineering Fire Prevention Approvals Building e7F I Z-09-/ 7 THIS INSTRUMENT PREPARED BY: t xName: Window World Address: 3882 Center Loop Orlando, FL 32808 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: CiRAIIT i'IALOY? SENINOLE COUNTY CI...ERK OF C:IRC:UI1' COURT & CONUROLLER I K 91129 i'q 1.5u9 (1F'os ) CLERK'S r 2017119189 RE(::ORDED 11/2S/2017 09' i4'.39 AN RECOR[):iNti FEES $1.0.00 REC:RC- OED BY hd"evo1'f3 Parcel ID Number: - ` cl " (7 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. DE CRIPTION^.OF PROPERTY: (Legal description , of the property and street-Odress if available) LOAD, 2 ,4` q 00 (EA 'i/ 1.-- i 0) ) 0 ,i 6 03 GENERAL DESCRIPTION OF IMPROVEMENT: OWNER Name: Address: Fee Sim Address: 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 est of my kn led a and belief. Owners Signature Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead" State of fl County of lrar)q Q- The foregoing instrument was acknowledged before me this day of 20 j ( tiji by Who is personally known to me ?ti Name of person making statement : • +' OR who has produced identification type pR C t e of identification duced: nt , '0?0 n (i 1I r l I y n f1. 0 Simply the Best for Less" 3882 Center Loop, Orlando, FL 32808 407) 389-1400. 1-800-NEXT-WINDOW " (407) 389-1402 Fax windowworldorl4ndo.com / CGC 1514205 jj// jj , p Name C -`' 57 ,W—A_ Phone (H). 3 3 4! q 3 y Install Address*- ZZ--b Phone (W) _ — City, State, Zip - ' 37 Email DOUBLE HUNG SPECIALTY Series 4000 DH Insulated 101 UI $ 189 Series 4000 DH Insulated 102-114UI $ 240— Series 4000 DH Insulated over 114U1 $ 340 Series 6000 DH Insulated 114UI $ 275 _ Series 6000 DH Insulated over 114UI $ 375 SLIDING T 2 Lite Slider Insulated $ 369 1 y 0 2 Lite Slider Insulated < 90 UI $ 259 3 Lite Slider Insulated > 121 UI $ 649 — 3 Lite Slider Insulated < 121 UI $ 449 Half Screens OPTIONS $ 20 — - — - j Full Screens $ 40 ZU Solar Zone Elite Low-E Glass/Argon $ 119 V i Tint Gray/Bronze $ 59 _ Flat Colonial Grids $ 69 Contoured Colonial Grids $ 89 - — — — Beige Color $ 69 ._ Wood Grain, Interior (4000 or 6000) $ 95 _- PATIO DOORS Architectural Exterior Color $ 159 _ Vinyl Sliding Patio Door 5' x 6' 8" $ 879 IMPACT WINDOWS /DOORS _ Vinyl Sliding Patio Door 6' x 6' 8" $ 989 _ Single Hung $ - _ Vinyl Sliding Patio Door 8' x 6 8" $ 1129 - Double - Hung $ — _ — Vinyl Sliding Patio Door 9' x 6 8" $ 1459 _ 2 & 3 me slider $ _ Vinyl Sliding Patio Door 12' x 6' 8" $ 1969 Fixed Glass $ ' Vinyl Sliding Patio Door 5' x 8' $ 1239 _ Sliding Patio Door $ -- _ — Vinyl Sliding Patio Door 6' x 8' $ 1489 MISCELLANEOUS _ _ Vinyl Sliding Patio Door 8' x 8' $ 2189 . J Channel Application $ 59 Vinyl Sliding Patio Door 9' x 8' $ 2489 Custom Exterior Cap & Wrap $ 8g _Vinyl Sliding Patio Door 12' x 8' $ 2889 . installation/Trim Packs $ 115 _ — Sliding Door Screen $ 109 _ Mull to Form Multi -Unit $ 65 — _ Colonial Grids $ 209 Tempered DH Sash (BSO) (TSO) $ 50 30D — Solar Zone Elite Low-E /Argon $ 259 — Tempered (Fixed Units) $ 9/Sq Ft. Removal &Install $ _ Obscured Glass $ 5g _Custom Exterior Trim $29129 -__ 1 x 4 PT duck (Volusia Only) $ 59 —_ Beige Color $ 289 - Code Compliant Plywood Services>101LII $ 109 . _ — — Architectural Exterior Color $ 459 — Code Compliant Plywood Services < 10'GI $ 89 _ — Specialty Sliding Door _ _— Code Compliant Plywood Sliding $ 209 _ 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 It St Jude's Donation $ _ _ IL 11d, _— am mrt Other $ _ Setup & Disposal Fee $ _ $ 100 00 Permit & Fees $ _ $ 259 00 Total Amount $ Q(IF _ Custom Order Deposit 50% $ Balance Paid to Insaller upon Completion $ . CHECK RETURN FEE $59 Buyer agrees that he has read and understands all terms and conditions on front d b ck f this contract and a rees to every term and conditionPleaseseereversefodditlonalterms & conditions an a O g I 11 Sal esman Dal weer Date White Copy - Original Yellow Copy - Customer WWWIN10/17 TERMS AND CQNDITI NS GENERALDES(RIPTION, In this agreement, Window World of Central Florida will be referred to as WWCF By this installed sales contract (the` Contract"), Customer agrees to purchase and WWCF agrees to sell the goods and % or materials (the "Goods") and the services to install same (the installation Services") in or on the above -identified Premises, for the stated total cash price (the "Price") and according to the specifications and other provisions of the Contract documents, including (a) this Contract form, (b) the Addendum, if and to the extent applicable,(-) and any attached sketches, materials lists, floor plans, and % or specification sheets INSTALL AT10-N SERVICES: Customer authorizes WWCF (a) to arrange for the Installation Services to be performed by an experienced installer licensed when legally required), (b) to issue a work order to the installer to perform the Installation Services, (c) to inspect the Installer's work, and (d) to pay the Installer after completion of the work and after receipt of a certificate, signed and dated by Customer, that the work has been satisfactorily completed ( the"C'ertifrcate of Completion') Customer understands that NN WC F.will rely upon the Certificate of Completion in paying the Installer for the Installation services _ GOODS* WWCF will arrange for delivery of the Goods to the Premises Any surplus materials upon complction.nf the lnstallation Services shall remain the property of WWCF and shall be returned to WWCF by the Installer PRICE: The price owed by Customer to WWCF covers the Goods. installation Services, applinble taxes, and the cost of purchasing any required building pern it The price assumes sound existing substructures, superstructure and points of attachments The price shall be increased by the cost and reasonable profit to WWCF of having to provide additional Goods and i or Installation Services as a result of defective substructures, superstructures or points of attachments PAY] EN-L Payment of the Price by Customer to WW('F is due in full upon -execution of the Contract EXTIRE- AGRFEMENT, This Contract accurately states ,the entire agreement between Customer and WWCF concerning this sale of Goods and Installation Services and replaces and supersedes all prior agreements and understandings relating thereto, both oral and wntten Any additions or changes to this Contract must be in writing signed by Customer and WWCF MANCFACTi' RFR WARRANTY FOR C OI)SI "'WCF WARR NTY EDR I STAL1.ATIO-N_SERVICES: Customer is entitled to any warranty provided by a manufacturer of the Goods sold under this contract. The Installer will provide Customer with any manufacturer consumer warranty information accompanying the Goods, and Customer may also obtain such information by contacting WWCF WWCF warrants that the Installation Services will be performed by the installer in a good and "workmanlike manner " WWCF warranty for Installation,Services shall extend for a period of ninety ( 90) days from the date the Certificate of Completion is signed by Customer or for such greater period as may be required by applicable law governing consumer warranties for workmanship (the "Warranty Period") Customer must give WWCF written notice within the Warranty Period of any warranty clams relating to installation Services Customer agrees that its sole and exclusive remedy against WWCF for a warranty claim is reinstallation in a good and -workman like manner, including the repair or replacement of any Goods if any to the extent reasonably necessary to correct the defective Installation Services. Customer shall have no other remedy against WWCF for a warranty claim, including without limitation remedy for loss or damage caused by normal wear and tear, loss or damage which has not been reasonably mitigated, loss or damage caused by acts of God, incidental or consequential damages for lost profits, sales, irruries to persons or property, or any other incidental or consequential damages WWCF warranty for Installation Services shall be in heu of any other warranty expressed or implied, including without limitation any implied warranty of merchantability or fitness for a particular purpose in connection with any warranty claim, Customer agrees, at no cost to WWCF, to prepare the Premises, including the removal and replacement of fixtures incident to the repair area, so that WWCF, or its designee, can correct the defective Installation Services without undue delay LICEINSES. PERMITS,-SAFETY R 131,11MING CODES,7.iI.'YMG ORDiNANCES, AND OTHER LAWS; WWCF shall be responsible to Customer for obtaining any an all licenses and building permits if they are required to perform the Contract If Customer obtains permits on his own. Customer will be precluded from clamming against certain state guaranty funds relating to home improvements WW('F shall not be responsible for any pre- existing violations of safety riles, building codes, zoning ordinances or other laws if a change occurs to any applicable safety rule, building code, zoning ordinance or other law which requires additional Goods and installation Services and to execute a resulting change order or new replacement Contract as requested by WWCF CUSTUMER' S WARRANTY AGALNST ViOLAT10_iS OF F.ASFMF.:siTS,-COVENAINTS,A.ND THIRD PARTY BIGHTS. Custorrler warrants that performance of this Contract by WWCF and its Installer will not violate any existing real property easements, covenants, or rights of third parties holding an interest in the real property being Improved UNDISCi. OSED G_ONDII101NS IN PREMISES: Customer represents and warrarlts that any defect or weakness in the Premise's structure, substructure, super structure or points of attachment that might affect performance by WVk'CF or its Installer has been specifically and fully disclosed and described in this Contract if any undisclosed defect or weakness is later discovered after performance of the Contract has commenced and such defect or weakness makes additional Goods and ' or Installation Services necessary, Customer agrees to pay WWCF the cost and reasonable profit for such additional Goods and installation Services and to execute a resulting change order or new replacement Contract as requested by WWCF MF- 1)TATl(I1 Llf Customer has any questions or complaints regarding the Contract, Customer may contact the WWCF Operations 'Manager and telephone number appears elsewhere on the Contract All disputes and claims between Customer and WWCF concerning this Contract which either party believes cannot be resolved informally, including without limitation any warranty claims, shall be referred to mediation The mediation will occur in Orange County, Florida The mediation will be conducted by a mediator, chosen by Window World, who is licensed to conduct mediations in the state of Florida The customer and WWCF agree to equally split the cost of the mediation Mediation will not be required as a condition precedent to filing a legal proceeding, if the customer will not cooperate in scheduling the mediation, or a suit must be filed to avoid the running of a applicable statute of limitation or other statutorily prescribed time period to commence a legal proceeding REME FOR BREACH- if Customer breaches this Contract, WWCF, or its assigns, shall be entitled to recover the greater of liquidated damages in the amount of 20% of the total Contract price or such actual damages as WWCF, or its assignees, prove. Also If Customer fails to pay WWCF in accordance with this Contract, WWCF shall be entitled to recover its legal costs, including reasonable attorney fees, to obtain a Judgment in any legal proceeding with the Customer iINAYOFDARLF DELAY OR FAiLLRF LN PFRFOR A.NCE_EXC ;SED: Any delay or failure by WWCF or its installer in performing this Contract because' of strike, fire, flood, acts of (sod, inability to obtain Goods, or any other causes beyond the reasonable control of WWCF or its Installer shalt be excused and shall not be breaches of the Contract 5 SCEi LANEOL-S- This Contract shall be interpreted under and governed by the law of Florida If any provision of this Contract is contrary to any law to which it is subject, such unlawful provision shall be ineffective without invalidating the other provisions which shall remain in full force and effect FLORIDA HOMEOWNER' S CONSTBI' TID-N RFU VERY FUND Payment may be available from the Florida Homeowners' Construction Recovery Fund if you lose money on a project performed under contract, where the loss results from specified violations of Florida Uaw by a licensed contractor For information about the Recovery Fund and filing a claim, contact the Florida Construction industry Licensing Board at the following number and address 850-487-01395 1 1940 North Monroe Street, Tallahassee, FI. 32399-1039 - WW( F( 0\VLI' LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I a --I ) l 1 I hereby name and appoint: Jorge Torres an agent of. Window world Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 01 street Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: Signature of License H STATE OF FLORIDA COUNTY OF / e The foregoing instrumentwasacknowledged before me this day of A, 20 , by i V\ . O Q, I a 1 UA/QA/-1 who is-eTersonally known to me or who has produced identification and who did (did not) t n oath. ignature Notary C Y Print or type name SAN4ANTHA SCHMIDT 1. 31"[y r Ublic State of i lorlda Notary Public - State of c , ion ca(, 02 s9<< Commission No. 15. 2020 v r NaC. onal Notary Assn. My Commission Expires: Rev. 08.12) as Permit # RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 17-2493 Project Location Address gUISF- Lp Hc SAN o As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional IN I Nit H-N Roll Up 15 Automatic Other 2. Windows Single Hun Horizontal Slider y'U1S 6 L Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal) 3.- Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.°Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 2 L E c 1( 1: 1; 1; 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 NAME: WEST TYPE OF CONSTRUCTION: WOOD WINDOW MEASUREMENT ORDER FORM OF STORIES: 1 1 MEASURED BY: LOUIE OF WINDOWS: NONE SIZE (WXH) LEG MODEL OBSUCURED TEMP GRID MULL FS RM LOC 30 1/4 X 40 ST3001 YES PATIO 32 1/2 X 40 ST3001 YES PATIO 61 3/8 X 40 1/4 ST 3002 YES PATIO 69 3/8 X 40 ST 3002 YES PATIO 94 5/8 X 40 ST 3002 TF YES PATIO 917/8 X 40 3/8 ST 3002 TF YES PATIO 30 X 44 1/8 ST3001 TF YES PATIO 30 X 44 1/8 ST3001 YES PATIO I L 3 I i i 7 3 INSTALLERS NOTES: DATE: 11/ 13/ 17 OF WINDOWS: 8 DRAWING SCREWED IN STUCCO BRICK__ OTHER AOOO ASSOCIATED_ MATERIALS T'.fR r N C f! W • 0 R s T F 0 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 MODEL 3001/3B01/3A01/3AS1 EXTRUDED VINYL DOUBLE HUNG WINDOW Sm-Sm" Sash NON -IMPACT' GENERAL NOTFS t. This product has been evoluatea and is in Compliance with the Stn caitien 20! 41 Florida 3 e!d ng Code (F6C) stnlctural requirements elc!v frg the Nah velocity HtXf!r-on^ lone" IHVH2). 2. Product anctl-.• shall be as fisted and spaced os shown on detons. Aria en be-dment -o base m0teA,1 shall be bayond wcM 1 essing or stucco. 3. when used in areas requiring wind borne aebris protection this crodxt is required to be protected with an impact res6tcni covering that comckes 41 h S=c ti _)n 1509.1.2 o1 th+ F5C. 4, For 2x stud honing constnicfion. anchoring of ftwe units shag be the some us that shown for 2x buck masonry construction. Site conditions that deviate from the details of this dravAng require turthsr erxinearng aralyvs by a licensed erx7irleer a m-gistered crchitect. tAR)E OF cormFTS SN IT4 eES![TIION IIy_- -- pIC01e G Vwnf. OQCgn pflSnrM 6 {mca' rgtgf 7 HonrontN-ructions 3 vbkdv fecI- 4 , 4 -1 fimm &;E SEE CHAK rat FRAME WDM OVERALL FRAMEV' MprsrON MAX. D. LO- LOP) MAX. D. LO. eoROM) GLASS TYPE DESIGN PRESSURE MM POSmVE NEGATIVE 3611' X40.0* 27.1r X25.7r S0.1TX 2s.7S' G1 50.0 60.0 73Ir 0, 21. Ir X 31.75- 36.1r X 32.77 01 50.0 55.0 U3: TX 7e. 0' 27.1r r 34 _ 3c.sr X 357r Gl vG1 45. 0 45.0 or a 7s 0r 37.12' X 33.2r Se.12' X 14,2r 35.0 35.0 s2.rr . 42tr 4s.Ir X 24.7r 44.1r X 9.75• Gl 35.0 35.0 47.1- • e4.P 41.12" X 37.: r 42,12' • 39.7s' at 30-0 30.0 447 r7L. C- 37.12"X43,7r I 3SA2-X 44,15' at 25.0 25.0 57 T • 74.0' 45.12' X 43.7r 44.1 r X .4.75, G l 20.0 1 -20.0 FL-11720.13 t v 1-1«w Ems- Ellin, ' c. 1 r-- Emd. 1NTE710R 10 11` 16 G1 2 HORf10MAl CROSS SFC110N i S 47Mi. wi Dvec! :o MJfor•y pfion i 2r &:Ic Cm :coot: XTERIOR 3 O E u { c J JC N Q zC U s N C) Z V` r NorZ: P l A49"screws:rsa!0.'.ortir: of 1 !Mnw-ftaly+ m ieae .v F1J r.wn of ma.. k4dnk - s/t Rh. adrp a kv-te. 1 n L 1 LrMK)R r4'\ HORUOMAL CROSS SMM j S wl 5iWikue i 1- CP1 n t?g!1OR sau N.T.S. orc. a.: JK c c.« •r. LFS ; DRgelt MD: S FL-11722t3 e q FiG17EF7R , fN LOR C tj1 VERWAL CROSS SECTION CjCPsr_r ! mascm sA 3 VEERCA! CROSS S-CIION 3 00winui masonry s- INTFvto4 1111j141 Iff A, ,. yy le aa 11• gi '' i'' •'•... y.. d p n pjjh O y O 2 9aSd msia d) — i o Dmw Tadao a C • • . 4 Ua 1h- nl DATE IT 12 '73 = a suu: sac.1A: JK m CROSS SECTION nn , GF5 ; a 32K VER@CAL GUCkConch CtM o w wo Fi-11720.13 n A vctt 3 a 5 p 2X BUCK MASONR OPENINC r {TYP.1 --I r I SUCK ANC1fORfN6 FRAME 2X BUCK MASONRY OPENING EXTERIOR IWERIOR TRACK TEACF CONCRETE ANCHOR NOTES: f. Concrete onchortocotidms of the comers may be adusted to maintain the min. edge distance to moctarjoinls. 2. Concrete anchor locations noted os "M". ON CEIITER' musf be adusted to ma!nWn the min. edge distance to mortarjoink additional concrete anchors may be requited to ensure the -MAX. ON CENTER dimericion ore not exceeded. 3. Concrete anchor tobie: ANCHOR ANCHOR MIN. M(N, CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW i i TAPCON ELCO 1/4' 1-1/rt" 1" 4" ULTRACON 1'1VUV5cKtwrnSiALtAPVNNViw: I I. Maintain a minimum 5/ft" edge distance, 1' end distance, d t"o.c. Spacing of wood screws to prevent the sot" of wood. FRAME ANCHORING 12X Buck) INTERIOR D.TRK)R TRACK TRACK LLLLLl111i11t IIi IIr 1L• LLLL No z N - a WCL H 1xwa J ID n 4 FRAME DIRECT 10 G MASONRY 4 f wi s K STEEL ix BUCK TV. z 2 L U MASONRY OPENING u z m z j A Q L O C FRAME ANCHORING 11 x Buck. Ditect to Masonry, Steel Stud NE, aua+lul><elAu oacvnon Iz6'.1CKSG>=o.aWOOD2xBucxsc>=o.nwoODF1/MAx.sHu+sPACE 1/4'X2-0/4PiNftC0ORETW CONCRETECREW S,EEE MA-SONRY - 3.000 PSI MM. CONCRETE CONFORMRIG TO ACI JDI OR HOLLOW BLOCK CONfORIWNG TO ASTM C90 CONCRETE 10X-1JTPFHWOODSCREW Slfft G f' A 2J/f Pfl1 ELCO OR fIW CONCRETE SCREW SIEB4H', fX 3.1![' PfN EiCO OR tIW CONCRETE SCREW STl$ 10°FH SELF-0RIf11NG SMS STEa_. L II lO X 2-1/P PF`I WOOD SCREW 51 X S1E3 D MiR T11k .OT.r (ASTM A653 GRADE $3 flr-3) Ke Min. flr_AS Ksi Mil( STEEL I EXTRUDED VINYL HEAD AND JAMB' RIGD PVC 2 FJ(1RUDED VNYL SILL' RIGID PVC j EXTRUDED VINYL LOCK 3.95--1 a 1 IeAozuw o- kS n Grp 9 hIT ads 1 g Si 1---avl 0 2 ICKR lA! IME!71MG RAl S SASH flllE GIAiJF KE4O town Sad+ 12 - z y, tj 7 }o 10 F-- Zoe I n u $ Iz h — Las g m 1 -a L_, o T 2F TIOt10M IrTRAa1 CJ' k:AONESEit1 11P AppPo4n NN:IE R{'AD PVC CN9CAP EM. U51.4TOILWWOOWS ARE T7ec-F.omnm LYErT.xzS `: J aN LY:ENSF,PS IN-AAMA rE'*fM'Ai1011 vRO R.WSECi RIG/)PV: EXiRUS DNS. = Y Ooo C 1/T GLASS SITE }--{ GLAZING TAPE Gk4IIj/16"1HGE GLASS i I(6 ANNEALED GLASS 117[ O.7S . I AIR SPACE 1/B' ANNEALED GLASS tl~ O.Dr OGr - I wl. 11^12 I} I' 1.02• r - N.T.S. SILT3 SPACE? OF n. JN • 14 RfIMFORCl"NOYT 15 mlPORcsAfePn 1{ RBtOO1RYNl[ 11 ftllfPOtCFlk7/! LFS ^. IA,,.IeqR.rR.t Lock" sM sNe iNa GIAUNG A6 0....: GI --- -- FL-11720.14 u RAIL PVC rlo(jua tsuacing l..00e tirime R :r a • x :k x1r l Ya': r t' :y 15i p Y:M.iµ;daAa++i9"iiWaiii iYii+oii MM jry jrpfi(d 8CIS Home Log In ! User Registration Mo[ rooks Submit Surcharge Stars &Facts I Publications FaC Start RCIS Site trap Links I Search Busines I% ` Product ApprovalvalUSER: Putxic User Regulation Pmdu;t Ao+K+e, nu > P=uct or AoohLLon Search > Aoahcatiort Llst > Aoohcata"n t9w-ri > AppllestIon OetaYH A FL # FL11720-RI3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 330) 922-2108 mfernbaugh@alside.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J. king, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Ff (j-a;0 R1_CLI Tjf'ICATE r2f INUEi'E DNENCEtZd( Referenced Standard and year (of Standard) Standard Year ANSI/AAMA/NWWDA 101/I.S.2/A440 2008 ASTM E1986 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By Sections from the Code tp)Moridabtjlc irg,orgtpNpr_app_M-aspx?param=wGF-VXUMDgMHEnMXJwc3t6YO03F %2bl3SOlaGAckV7zdYgeBJm VXBMRg%3d%3d 114 6rJWW 15 Product Approval Method Florida BuIIttng Code Chilir;e Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 04/1412O15 04/26/2015 04/29/2015 06/22/2015 Summa_ry_of Products_ FLY Model, Number or Name i Description 11720.1 1 a. Model 0201 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 11720.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 11720.2 b. Model 0301 Extruded vinyl Double Hung Window "Nan -Impact" Installation Instructions FL11720 R13 11 INST 11720,I.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes I Evaluation Reports FI.11720 1113 AE EVAL 11720.1.odf Created by Independent Third Party: Yes Extruded Vinyl Double Hung Window with Nail Fin - "Non- j Impact" Limits of use - I Installation Instructions Approved for use in HVHZ: No F7 S ] 720 RLt It INST 11720.2.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No Created by Independent Third Party: Yes Design Pressure:.N/A Evaluation Reports I Other. See INST 11720.2 for Design Pressure Ratings, any E1 117 0 413 A EVAL 11720 2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 11720.3 C. Model 0401 Extruded Vinyl Double Hung Window• 'Non Impact' Limits of Use Installation Instructions Approved for use in HVHZ: No I FI 11720 R13 If INSr Product Offerinn—WI I Approved for use outside HVMZ: Yes Verified By: Lyndon F. Schmidt, P.F. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other. See INST 11720.3 for Design Pressure Ratings, any Ft 11770 R13 AE EVAL Product Offerina .odfIadditionaluselimitations, installation instructions and product Created by Independent Third Party: Yes particulars. 111720.4 d. Model 0501 Extruded Vinyl Double Hung Window Non impact i Limits of Use Installation Instructions I Approved for use in HVHZ: No Approved for use outside HVMZ: Yes F 11720 11720.4.odF Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 11720.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 11720.5 e. Model 0501 HP _ I Extruded Vinyl Double Hung Window Non Impact" I Limits of Use Installation Instructions j Approved for use in HVHZ: No Approved for use outside HVHZ: Yes I FL11720 R13 11 INST 11720.5-11f I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Cated by Independent Third Party: Yes ` Design Pressure: N/A Evalreuation Reports other. See INST 11720.5 for Design Pressure Ratings, any I )j}720 RlI AF EVAL 11720ff.5.ndf additional use limitations, installation instructions and product; Created by Independent Third Party: Yes I particulars. 11720 6 I. Model O601/O601HP Extruded Vinyl Double Hung Window Non -Impact" i Limits__of Use I—-------..-------- .. .. _..,—.__.._.. I Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes F111720 R13 11 INST 11720.6.odf l Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I EVAL 11720.E odf1Other: See INST 11720.6 for Design Pressure Ratings, anyadditionaluselimitations, installation instructions and product i E 117 0 R AE i I Created by Independent Third Party: Yes i particulars hgpJ/AaridatOIQlrg.cryptpr_app_dl.aspx7param=wGEVXOMDgLgHEnMXJwexbY003F%2b13SOlaGAckV7zdYgeBJmVXBMRg°A3d°h3d 44 11720.7 g. Model 8001 Extruded Vinyl Double Hung Window . "Non -Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL11710 R13 II INST 117720.7,Ddf j Approved for use outside HVHZ: Yes - i Verified By: Lyndon F. Schmidt. P.E. 43409 1 Impact Resistant: No Created by independent Third Party: Yes i Design Pressure: N/A Evaluation Reports j Other. See INST 11720.7 for Design Pressure Ratings, any FL11720 R13 AE EVAL 11720 7 Odf I I additional use limitations, installation instructions and product i Created by Independent Third Party: Yes j particulars.-----.---- 11720.8 ! h. Model 9001 Extruded Vinyl Double Hung Window - "Non- Impact' Umda of Use Installation Instruction I Approved for use In HVHZ: No , F 11720 R11 11 INST 11720.E ndf i Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: No j Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other. See INST 11720.8 for Design Pressure Ratings, any FL11720 R13 AE EVAL 11720 8 odf 1 additional use limitations, installation instructions and product Created by Independent Third Party: Yes I particulars. i 11720.9 :. Model "i" 201 / "i" 201HP- Extruded Vinyl "Tilt" Double Hung Window-_Non•]mpact" - rUmRs of Uae Installation Instructions Approved for use In HVHZ: No FL11720 R13 11 INST 11120 9 ndf Approved for use outside HVHZt 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 11720.9 for Design Pressure Ratings, any FL117200 R13 AE EVAL 11720 9 ndf additional use limitations, installation instructions and product Geated by Independent Third Party: Yes particulars. 11720.10 I. Model "i" 201 1 Extruded Vinyl Tilt Double Hung Window - "Impact" Umme of use Installation Instruction Approved for use In HVHZ: No FLI1770 R13 11 INST 11720.10.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes1ImpactResistant: Yes Design Press— N/A Evaluation Reports iOther. See INST 11720.10 for Design Pressure Ratings, any FFLI 172n R13 AE EVAL 11720.10.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 11720.11 k. Model V101 Extruded Vinyl Double Hung Window with Nail Fin Non Impact Umlts of Use Installation Instruction Approved for use In HVHZ: No F111720 R13 INST 11720 11.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. 11 for Design Pressure Ratings, any FL11720 R13 AE EVAL 11720-1l.odf i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 11720.12 I. Model V121 / VI31 Extruded Vinyl Triple Double Hung Window with Integral Mullion and Nail Fin - "Non -Impact" I Installation Instructions -- j Units of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F 1 t 720 R13 11 INST 11720.12.odf 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 11720.12 for Design Pressure Ratings, any ij additional use limitations, installation instructions and product FL11720 R13 AE EVAL 11720 12 od( Created by Independent Third Party: Yes particulars. 11720.13 m. Model 3001 ( 3B01 / 3A01 / Extruded Vinyl Double Hung Window Non -impact" utilizing I 3AB1 the "Sm-Sm" Sash Umits of Use Installation Instruction 1720 R13It INST1172U11Rl3li1NST1172U1 1ApprovedforuseinHVHZ: No 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 11720.13 for Design Pressure Ratings, any F117 0 RI AAA 117 Ojjodf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 11R0.14 n. Model 3001 / 3001 / 3A01 / 3A81 Extruded Vinyl Double Hung Window - "Non -Impact" utilizing the 'Sm Med Sash ------------'----- --'-{ Umlb of Usa Installation Instruction h*J/8tridebUlcing.arypr/pr_app till.acpx7param=wGEVXowtDptaHErtMXJwexBYO03F%2bl3SOlaGAckV7zdYgefUmVX8MRg%3d%3d 314 - 10 015 Florida 6tlildnq Code Online 1 Approved for use in HVHZ: No FL11720 R13 II INST 11770.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yies Design Pressure: N/A Evaluation Reports Other: See,INST 11720.14 for Design Pressure Ratings, any j FL11720 R13 AE EVAL 11720.14,Ddf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. 11720.15 o_-Model "i" 301 / 1"-301HP. 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 11720.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. p. Model "1" 301 Umits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 11720.16 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 11720.17 I cl. Model 0601 HP j Untits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A i Other. See INST 11720.17 for Design Pressure Ratings, any 1 additional use limitations, installation instructions and product particulars: Extruded Vinyl "Tilt" Double Hung Window - "Non -Impact" j Installation Instructions FL11720 R13 1I INST 11720.15.odf j Verified By: Lyndon F. Schmidt, P.E. 43409 I Created by Independent Third Party: Yes Evaluation Reports FL11720 R13 AE EVAL 11720.15.odf Created by Independent Third Party: Yes Extruded Vinyl Double Hung Window with Nail Fin - "Impact" Installation Instructions j F 117 20 R13 11 INST a 1720,16.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes llEvaluationReports FL11720 1t720"6nddf11720,16nddf Created by Independent Third Party: Yes i Extruded Vinyl Double Hung Window - "Non -Impact" Installation Instructions j EL11720 R13 11 INST 11720.17.12df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIIZ20 RIJ At EVAL I111720.17.Ddf Created by Independent Third Party: Yes Contact t}s ;; 1940 North Monroe street 'Tallahassee FL 32399 phone: 850-487-1a24 The State of Florida is an AA/EEO employer. Cpygnaht 2007-20t3 State of florida.:: Mv&cX Statement :; Accessibility St cement :: Refund Statement Under Florida law, email addresses are public rewRts. If you do not want your *-mail address released in response to a oublic•records request, do rot send electronic mail to INS entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.497.1395. 'pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address It they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you ale a licensee under Chapter 455, F,S., please dick here, Product Approval Accepts: 0 LECEE reQt 5A E i1pJAlaridabtlilding.org/prlpr-app dU.aspx?param=wGEVXOw DgmHEnMXJwex6YO03F%2bi:iSOlaGAckV7zdYge8JmVXBMRgYa3rj%3d 414 9 ASSOCIATED MATERIALS 3773 STATE ROAD CUYAHOGA'FALLS, OH 44223 MODEL 3002 / 3Ao2 "Sr' Extruded Vinyl Horizontal . Sliding "'Replacement" Window NON -IMPACT" GMEM 140M 1. This product has been evaluated and Is in compliance with the Sth Edition (2DI4) Florida Building Code (FBC) structural requrements excluding the `H10 Velocity Hurricane Zone" (HVHZ)- 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shad 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 impoct resistant covering that complies with Section 16M.1.2 of the FBC. 4. For 2x stud h Lunh9 constnrclim anchoring of these units shad be the some as that shown for 2x buck masonry construction. 5. Site conditions ttat deviate from the details of this drawing require further engineering analyse by a licensed engineer orregistered architect. TARtE OF CONIE'MS SHEET/ DESCRIPRON 1 tr'cal elevations, design assures & notes 2 Horizontal cross sections 3 Vertical cross sections 4 Buck & frame anchoring 5 Bill of maieriais, deface and co gents J` sssstts*r S' SEE CHART FOR MAX. FRAME WIDTHS w X 4 U OVERALL FRAME DIMENSION OVERALL DAYLIGNF DIMENSION GLASSPE DESIGN PREMAE PEf) POS, NSF. 46.rx6w 44,Sx53X Gi 15.0 15.0 SW x 72Z 3W x 65Z 20.0 20.0 720" x Siff 32.r x 44 s 25.0 25.0 72.C' x4B.D" its x 41.s 40.0 40.0 6Wx44,C' 41LC'x37X 60.6 65.0 r1j i p r —Z onp p"Z deflN •r maa h: I? 17 13 WL N.T.S. VC. er. JK rK tin: LFS M NO.: FL—t 1141.32 CU I OF 5 C G' 3 i 5 z wn i6 seENolEt ,+ f ttt ono 1 Rr UN•• 9-1W w x aIIL a f gz° 9 3a 14 GI w T 2 3 D H ti 3 3 3 E 4 HORRONTAL CROSS SECTION Q Wv N A2Shownw/ uffect lo masonry Option 11 Shown w/ MED Sash Was O W E B c D NoresrieerMetatSciewsmuarpenetrafe x" o: o omrc or 9 nrevds tt2ouph ortemr fwo K Mahfatn o mithum oRlthlOhofmHd A X S/9 soya casWnce. C lN1ERIOR 1-1/4"MIN. EMB. 2 Y y m2C2C 1i41 GI 15 SEE NOTE t f o H zq N z O 1 ti q a yqy u 9 a z co vi h a G1Gi6 — m p 12 H 12 aluna— 1-1/41MIK G1 E DATE_ 12117113 c N. T. S. 5EMB. Pp.) EXI[JIIOR DM er, JK m 1 HORIZONTAL CROSS SECTION 2 HORRONIAL CROSS SEC170N 3 HORIZONTAL CROSS SECTION LFS a2x2ownw/ I x w bu 2 Shown w Steelto From n8 Op NO.: 2 BUCK oruhuchon NOTE: FL-1 1141.32 t. Cods bcnted t0' Poom vW Icp am batfam of smh For o fotot *f Z SSEir 2 a q A 1 X X 2 2 z" Jb E a. E i` ciZion wl a o a >t2{ g 7 9 B a: a. C C Dom. G] 17 Ln179 F Ln 10 o w q 10 q ] y G1 z M a: GI RdIERIOR EX1ER10I1 EXTERIOR R WWOR EXIM110RrtERIOt o G1 G1 q E YY} 10 a 2 o ry 8 zNwy FAA1VERTICALCROSSSECTION :ii w W g C 9 Optional masonry sin m D Q E z 0030 io n r F E Z r v rnv^0 °u an:12/17 13 i VERTICAL CROSS SECTION2VERTICALCROSSSECTION3 • rI, rs. 3 Op nal Masonry f0 oec. er: Au 8 Shown ,. MED Sash Rail 3 OWL ft LFS ; 3 opr c no: FL-1 1141.32 0S s cr cr a Y d r r I T 3"W.) ryp. BUCK ANCHORING CONCRETE ANCHOR NOTES 1. Concrete anchor focofim at the comers may be adjusted to frKunfain the min. edge distance to morfarjoinh. 2. Concrete anchor locaffons noted as MAX. ON CSVW must be OC@Med to nx*rtoh the m1n. edge d1stance to mortar joints, addiltionat concrete anchors may be required to ensure ft MAX. ON CENTER'difflenslon are not exceeded. 3 Concrete anchortcble: ANCHOR ANCHOR M1N:CLEARANCE MtN. WARANCE SIZE MIN EM EDMENT TOMASONR y,:.- TO ADJACIEW.- 11W r 4" NoTAPCO ELCO 1/4 1. 4* ATIMCON' WOOP SCxtW4VQIAUAIIUP4NQ1k* i.Maintain an*ftLrmS/redged6YCtnce, f'enddIsfunce.& I"o-c-sPockwof woad screw; to orevent the sofffffna of wood. 3r pypj 11 Tf FRAME ANCHORING 2X BUCK XWP4 i r r 11111 I X BUCK ix BUCK DIRECT TO FRAME MASONRY MASONRY STEEL STUD OPENINGI FRAMEAW-HOWNG IX BUCK, DIRECT TO MASONRY, ME STUD 0A z r an TD 10 e Z* zcq x to 0 2: gL z Ja U. TE: 12Y 17173 Af.. N.T.S. to. Fy: JK WLFS NiF -MO rL- 11141.32 Err 4 or 5 T IT GLASS BITE \\\`` 00 * • ,, i 3/4" OA. GLASS THK. Q 1/8" ANNEALED GLASS °' _ f * : r z r nbt_ 6m AIRSPACE C GLAZING TAPE •- J o o SECON RUB[12) T /8' ANNEALED GLASS i • . « • \\\ > ; w I 111j* fil11 \\\ Z gg n u i3•;z T8 INTERCEPT SPACER S z 4' ig z z Gl GIATLNG DAAuW32F o 4, a13S1.6" r z a T-- T FRAME o i inO O.O6S _ 0.065' w 031" N y Z SASH PUu STILE 3 SASH PUT! STYLE o is SM MED o a o s a THE APPROVED WHITE RIGID PVC f)ME WR EXTRUSIONS FOR WWDOWS'ARE TO BE PRODUCED BY EXTRUDERS LICENSES W AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS." } I t,-{ 0.065 0 065" ;; 0.ow O.o65' ~ A4 w zisLWL N o LCCKSITIE LOCKSYUE REEPER$ME KEEPERSTtLE a z n4SM5MED6SMMEDmD 1='ok'4 0030 OAT I I O O P 00mNulf 9m th9 • i-1.3' +i 12 17113 O.Dr o i- 13 +% sucu N.T.S. S aro. s<: JK m ED TI)P t aOTYOb1 RAU14La]IffORCEMENT t4 ROAFORCEMFNT 15 RELM1aDRCEMENY 9 GLAZING READ 8 Slu TRACK 1 iOPAND L101Ti7M RIUL T M® c : LfS FL- II141.J2 n0 Gsxau 5 or 5 ON BILL Of MATERIALS lYEAAi OESCaf1P11DN MA1t11W. A 1 X BUCK SG r- p.q2 WOOD B 2XBUCKSG>=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 23 4" PPH SMS { 1 /8" MIN. EMBEDMENT] STEEL H 1 /<' x 33/4" PFH ELCO OR I1W CONCRETE SCREW STEEL K 10 PFH $ELF-0RIUING SMS STEEL X STEEI STUD Min. Thk.Q33" [ASTM A653 GRADE 33 Fy=33 Ksl Min, Ft 45 Min) STEEL 1 EXTRUDED VINYL FRAME' RIGID PVC 2 EXTRUDED VINYL SASH PULL STILE (SM} • RIGID PVC 3 EXTRUDED VINYL SASH PULL STILE (MEfl • RIGID PVC 4 EXTRUDED VINYL LOCK STILE (SM RIGID PVC 5 FMRLfDI VINYL LOCK STILE MED) ' RIGID PVC 6 EXTRUDED VINYL KEEPER STILE SM) • RIGID PVC 7 EXTRUDED VINYL KEEPER STILE (MFA}' RIGID PVC 8 EXTRUDED VINYL SILL TRACK • RIGID PVC 9 EXTRUDED VINYL GLAZING BEAD' RIGID PVC 10 EXTRUDED VINYL TOP AND BOTTOM RAIL {SM) • RIGID PVC 1 .EXTRUDED VINYL TOP AND BOTTOM RAIL {MED) ' RIGID PVC 12 SASH REENFOR EMEM [SM) STEEL 14 SASH REINFORCEMENT {Med} STEEL IS SASHRBNFORCEMENT SiF.ft 16 LOCK 17 ANTI LIFT BLOCK- RIGID PVC 1 B SETTING BLOCK Profess onal Regulation ` I Ida Product ApprovalrigUSER: Public User Product ARPrOv laMenu > Product or Aoolication Search > Application Lis[ > Appikation Datall FL * FL11141-R15 Application Type Revision Code Version 2014 Application Status Approved Comments Archived i. Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 330) 922-2108 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.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 i- I 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 12/31/2018 Validated By Ryan ). King, P.E. ii Validation Checklist - Hardcopy Received Certificate of Independence FL11141 R15 COI CERTIFICATE OF INDEPENDENCE.,ad Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/W DMA/CSA 101/I. S.2/A440 2005 AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1925 2012 ASTM E1996 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/18/2026 Date Validated 08/22/2016 Date Pending FBC Approval 08/25/2016 Date Approved 10/13/2016 Summary of Products Go to Page __._._..---._..._i ® 0 Page 2 / 3 0 0 FL # Model, Number or Name Description 11141.21 u. Model V102 Extruded PVC Horizontal Sliding Window with Nailing Fin - XO or OX Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL11141 R15 II INST 11141.21,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 11141.21 for Design Pressure Ratings, any FL11141 R15 AE EVAL 11141.21.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141.22 v. Model V202 Extruded PVC Horizontal Sliding Window with Nailing Fin - XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL11141 R15 II INST 11141.22.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistaft No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 11141.22 for Design Pressure Ratings, any FL11141 R15 AE EVAL 11141.22.0f additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 11141.23 w. Model 8002 Extruded PVC Horizontal Sliding Window - (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL11141 R15 II INST 11141.23.pdf 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 11141.23 for Design Pressure Ratings, any FL11141 R15 AE EVAL 11141.23.0df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141.24 x. Model 8003 Extruded PVC Horizontal Sliding Window - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL11141 R15 II INST 11141.24.p_df Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 11141.24 for Design Pressure Ratings, any FL11141 R15 AE EVAL 11141.24.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 11141.25 y. Model 9002 Extruded PVC Horizontal Sliding Window - (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL11141 R15 II INST 11141 25 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 11141.2S for Design Pressure Ratings, any FL11141 R15 AE EVAL 11141.25.0df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141.26 z. Model 9003 Extruded PVC Horizontal Sliding Window - (XOX Configuration) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions R-11141 R15 II INST 11141 26.odf 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 Pressure Ratings, any FL11141 R15 AE EVAL 11141,26.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141.27 za. Model 02A9 Extruded PVC Horizontal Sliding Window - (XOX Configuration with Direct Set Center Light) Limits of Use Installation Instructions Approved for use in HVHZ: No F-LI1141_1115 lI INST 11141.27.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 11141.27 for Design Pressure Ratings, any F111141 R1S AE EVAL 11141,27-Rdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141.28 zb. 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 FL11141 R15 II INST 11141.28.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 11141.28 for Design Pressure Ratings, any FL11141 R15 AE EVAL 11141.28.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141.29 zc. Model 0709 Extruded PVC Horizontal Sliding Window - (XOX Configuration with Direct Set Center Light) Limits of Use Installation Instructions Approved for use in HVHZ: No FL11141 R15 II INST 11141.29.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 11141.29 for Design Pressure Ratings, any FL11141 RIS AE EVAL 11141.29.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141.30 zd. Model V103 Extruded PVC Horizontal Sliding Window with Nailing Fln- XOX Configuration with Direct Set Center Light) Limits of Use i Installation Instructions Approved for use In HVHZ: No FL11141 R15 II INST 11141.30.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 11141.30 for Design Pressure Ratings, any FL11141 R15 AE EVAL 11141 30.Qdf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 11141.31 ze. Model V109 Extruded PVC Horizontal Sliding Window - (XOX Configuration with Direct Set Center Light) Limits of Use Installation Instructions Approved for use in HVHZ: No FL11141 R15 II INST 11141.31.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 11141.31 for Design Pressure Ratings, any FL11141 R15 AE EVAL 11141 31 odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141.32 zf. Model 3002 / 3A02 "ST" Extruded PVC Horizontal Sliding "Replacement" Window - Non -Impact" (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL11141 R15 II lost 11f 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 11141.32 for Design Pressure Ratings, any FL11141 815 AE Eva] 11141.32.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141. 33 zg. Model 3002 / 3A02 -Sr Extruded PVC'Horizontal Sliding "New Construction" (Nail Fin) Window - " Non -Impact" (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL11141 RIS II Inst 11141.33.g_df Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11141.33 for Design Pressure Ratings, any FL11141 R15 AE Eval 11141.33.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141.34 zh. Model 03A2 / 03S2 "ST" Extruded PVC Horizontal Sliding "Replacement" Window - Non -Impact" (XO or OX Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No EL11141 1115 II INST 11141.34.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 11141.34 for Design Pressure Ratings, any FL11141 R15 AE EVAL 11141.34.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141.35 zi. Model 03A2 / 03S2 "ST" Extruded PVC Horizontal Sliding "New Construction" (Nail Fin) Window - "Non -Impact" (XO or OX Configuration) Limits of use Installation Instructions Approved for use In HVHZ: No FL11141 R15 II INST 11141.35.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 11141.35 for Design Pressure Ratings, any F111141 R15 AE EVAL 11141.35.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141.36 zj. Model 03A9 / 03S9 "ST" Extruded PVC Horizontal Sliding "Replacement" Window - Non -Impact" (Equal Light XOX Configuration with Direct Set Center Light) Umfts of Use Installation Instructions Approved for use in HVHZ: No FL11141 R15 II IN4T 11141.36.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 11141.36 for Design Pressure Ratings, any FL11141 R15 AE EVAL 11141.36.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 11141.37 zk. Model 03A9 / 03S9 "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 FL11141 R15 II INST 11141.37.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Reslstant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11141.37 for Design Pressure Ratings, any EL11141 R15 AE EVAL 11141.37.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 11141.38 A. Model 3003 / 3A03 "Sr' Extruded PVC Horizontal Sliding "Replacement" Window - Non -Impact" (Un-Equal Light XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL11141 R15 II Inst 11141.38.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 11141,38 for Design Pressure Ratings, any FL11141 R15 AE Eval 11141.38. gf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 11141.39 zm. Model 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 FL11141 R15 II Inst 11141.39.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, any FL11141 R15 AE Eval 11141.39.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 11141.40 zn. Model 3009 / 3A09 "ST" Extruded PVC Horizontal Sliding "Replacement" Window - Non -Impact" (Equal Light XOX Configuration) Limits of Use I Installation Instructions Approved for use in HVHZ: No 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 11141.40 for Design Pressure Ratings, any FL11141 RIS AE Eval 11141.40.g_df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Go to Page Back Next 0 O Page2/30 i Contact Us :: 260L Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accmilollity Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. U=ead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. 'Pursuant to SeCtlon 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The eniails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hCM. Product Approval Accepts Credit Card Safe