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HomeMy WebLinkAbout109 Venetian Bay CirCITY OF SANFORD EECEIVED BUILDING & FIRE PREVENTION D NOV 1 2016 PERMIT APPLICATION C. B Application No: / — 3(9(x(% Documented Construction Value: $ 1506.00 Job Address: 109 VENETIAN BAY CI R Historic District: Yes ❑ No ❑ Parcel ID: 23-19-30-502-0000-0690 Residential ❑ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: REPLACE 12 WINODWS, 1 SGD, I ENTRY DOOR S17F EOR S17F Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name HAROLD BROMAN Phone: 407-547-6111 Street: 109 VENETIAN BAY C I R Resident of property? City, State Zip: SAN FORD, FL 32771 Contractor Information Name MICHAEL TILLMAN / WINDOW WORLD Phone: 407-389-1400 Street: 3882 CENTER LOOP Fax: 407-389-1402 City, State Zip: ORLANDO, FL 32808 State License No.: CGC1514205 Name: Street: City, St, Zip: Bonding Company: Add ress: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 9 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code 0 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 recotds 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. 1« Signature o Owner/Agent Date rgnature of Contractor/Agent Date PrintJ�4,ner/Agent's Name MICHAEL TILLMAN Print Contractor/Agent's Name Sign'aYcr6e of Notary -State of Flori SAMANTHA SCHMIDT Signature of Notary -State o Eoa �``pr o"' SAMANTHA SCHMIDT Notary Public •State of Florida ,i� : Notary Public . Slate of Florida Commission u GG 021394Commission M GG 021394 +c My Comm. Expires Aug 15.2020 +,Oi1?''My Comm. Expires Aug 15.2020 Bonded through National Notary Assn. "' Bonded through National Notary Assn. Owner/Agent is Penown to a or Contractor/Agent is Personally nown o 0 Produced I D S Type of I D I)(- Produced I D Type of I D 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 Fire Sprinkler Permit: Yes❑ No ❑ # of Heads APPROVALS: ZONING: Cllr ( UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: if kb4, Revised: June 30, 2015 Permit Application SCPA Parcel View: 23-19-30-502-0000-0690 Page 1 of 2 Property Record Card aft r Parcel: 23.19-30-502-0000-0680 Owner. BROMAN HAROLD & PATTY Property Address: 109 VENETIAN BAY CIR SANFORD. FL 32771 Parcel Information Value Summary Parcel 23-19-30-502-00000690 Owner BROMAN HAROLD 8 PATTY Property Address 109 VENETIAN BAY CIR SANFORD, FL 32771 Mailing 109 VENETIAN BAY CIR SANFORD. FL 32771-7979 Subdivision Name VENETIAN BAY Tax District St-SANFORD DOR Use Code 01 -SINGLE FAMILY — Exemptions $177,041 Legal Description LOT 69 VENETIAN BAY PB 63 PGS 84 - 88 Taxes--- -• -- - - - Tax Amount without SOH $2,613.00 2016 Tax Bill Amount $1,600.00 Tax Estimator Save Our Homes Savings. $1,013.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market 1 Number of Buildings 1 Depreciated Bldg Value $142,041 $135,927 Depreciated EXFT Value $177,041 City Sanford~+-- -- - --- - — - Land Value (Market) $35,000 $35,000 Land Value Ag $177,04/ s0 Just/Market Value " $177,041 $170,927 Portability Adj Save Our Homes Adj $0 - $50,514— Amendment 1 Adj s0 P&G Adj - --- $0 -- $0 -- Assessed Value $177,041 $120,413 Tax Amount without SOH $2,613.00 2016 Tax Bill Amount $1,600.00 Tax Estimator Save Our Homes Savings. $1,013.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $177,041 s0 $177,041 Schools $177.041 $0 $177,041 City Sanford~+-- -- - --- - — - - $177,041 --_- -- s0 -- — $177,041 SJWM(Saint Johns Water Management) $177,04/ s0 $177,041 County Bonds $177,041 W1. 5177,041 Sales------- ----- -. _...--- ----•----------------------' - ---- ---'------------ '- ----'--- '--- -•--'-- Description Date Book Page Amount Oualfed VaUlmp WARRANTY DEED WARRANTY DEED - 10/1/2016 08801 1304 1061 $220,000 - $191,200 Yes Improved ---_ Yes -- Improved - 3/1/2005- 05686 - WARRANTY DEED 11/1/2003 05091 0407 53,476,000 No Vacant — Find Comparable Sales L Land Method Frontage Depth Units Units Price Land Value LOT �_ 1 $35,000.001 $35,000 ---- — — — -- -- — Building Information Is vearuatn Count Incorrecuf LACK Mere. 0 Description Year Built Actual/Effective Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 SINGLE 12005 9 41 2_0 1,974 2,568 1,974 CB/STUCCO $142,041 $148,734 Description Area FAMILY j FINISH (a59.00 http://parceldetai 1.scpafl.org/Parce]DetailInfo.aspx?PID=23193050200000690 11/14/2016 *46aof '. �— Central Florida Inc. "Simply the Best for less" t0t M 4 M-11 Name Htq 2oL.n Street /Cc? City, St Home Phone�B7 �1 Work Phone Referred By Zips Cell/Pager �'r✓S7A /l �Z N6ul u;. y 1 RC f IAee. a �./i G(J�rr✓��4/S /i+✓a/ 6ldG p�ytY• O Avo/e . e- .a e.v7,a y Doan S ysYe A1,44eil0 cs s 1,a604- No extra work will be done unless- stated in writing on this contract. You (the Buyer) may cancel this transaction at any time before midnight of the third business day after the date of this transaction. Notice of cancellation must be in writing postmarked no later than midnight of the following third business day. Notes: Date Salesperson 7 Customer Customer Agrees To The Terms of Payment As Follows: Custom Order Deposit 50% $ Date Rec'd Check No. /�3s Balance Paid Upon Completion $ Date Rec'd Check No. LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood; Sanford, Seminole County, Winter Springs Date: 11/15/2016 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): O The specific permit and application for work located at: 109 VENETIAN BAY CIR SANFORD, FL 32771 (Street Address) Expiration Date for This Limited Power of Attorney: License HolderName: MICHAEL TILLMAN State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Q: The fggregoing instrument was acknowledged before me this day of 11 , 2001l , by MlakakgA -t1 kkAm who is c3 -personally known to me or o who has produced identification and who did (did not),ake an oath, Signature (Notary Seal)a11/1Q.✓��'�/`0� _ d�q Pnnt or type name ANNA SAMANTHA SCHMIDT �'a� �`A%%%'• -° ° = Notary Public State of Florida # GG 021394 �• �•. • . = Commission mm. Expires Aug 15, 2020 National Notary s j,,,,,,qh SA�CHMIDT Notary Public State o1 i394a commission15Aug 15.2020 My Comm. E p Assn. Bonded through Nasional Notary Notary Public - State of CL ,. Commission No. 'l O My Commission Expires: I7Y)' as 4f I RECORD COPY Page 1 of 1 15 D- 561 6 (, : ✓ %'�y pyo 3 21 beGRF scle„AlLY 15 nPF4 3 1 Y peo�t . L' �� REVIEWED FOR CODE COh1PUANCE WI:oQe, L'1as 6 �� x $Z PLA -TEXAMINER M-16 DATE T SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE http://parceldetail.scpafl.org/FootPrintImage/231930502000006901 _1.jpg wlLoiti6 SANFORD O��OgRTM�4- #16-3060 11/7/2016 WINDOW MEASUREMENT ORDER FORM NAME: `� L / # OF STORIES: MEASURED BY: DATE: TYPE OF CONSTRUCTION: TYPE OF WINDOWS: # OF WINDOWS: . , INSTALLERS NOTES: DRAWING SCREWED INXSTUCCO- BRICK_ OTHER A/0--!/ al •`t e )Pe'x vfa. OBSCURED]. �®® - . G MOM 107- •• M ---_ ---_Pfflr-ffl-W INSTALLERS NOTES: DRAWING SCREWED INXSTUCCO- BRICK_ OTHER A/0--!/ al •`t e )Pe'x vfa. Permit # City of Sanford Building and Fire Prevention Product Approval Specification Form Project Location Address 109 VENETIAN BAY CIR SANFORD, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at 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 Roll U Automatic Other L 2. Windows Single Hun p 1--( 2) Horizontal Slider Casement Double Hun Fixed A M -L Q 610 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other p June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofin-Q 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 / Coatin 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 Florida Approval # Description include decimal S. Shutters Accordion Bahama Colonial Roll u 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 MICHAEL TILLMAN (Please Print) June 2014 ASSGCIATED MATERIALS 1 .4 C 0 R P O R A i F n 3113 STATE ROAD CUYAHOG.A FALLS, OH 44223 ' MODEL 0970 PVC FIXED WINDOW "NON -IMPACT' GENEPA-1110 ES t. This pwdoct nos peen evdunled and C in compiuonce with the Sth Edition (2014) Rano Ect,Sng Code (FBC) s-'lucti •rat requirements excljoing ine'high Velocity Hcrticonc Zane' (H\'HI). 2. P;cdjc: anchors %1valt be as %led and -paced as shown on details. Anchor ernbednient :a bore meters, shat. be eeyuM woj! dressira or stucco. 3. When vied in areas recu'sirg wind bcune det.,6 pro1erGon this product is requited to oe [)fore ed :V,!n on tmpocl resistant covering that compiles wain Section ! 5!',5.1.2 of the FBC. i, Fo 5'r slut fro-ning conitrueiijn, cnchori g of i^ere units shall be the sc-rle a; that shown for 2x buck mo;oM comNxtion. 5. Ste condltiors that deviate I:om trw CetciV cf ;fu draving require turhr- engineering ono4zis oy o `censed engineer a ;egistere% aechitect. TABLE of CONIHIrs SNErT P D$CI.trtP:JN _ I _ 1 Y�'•••'Oi ot,pvrhOrK_jesig^ (+rCi>w'M A enc- JI .npies .....---- -- ---- _2— V,r11CO1 S howrzonrc. ams sectiom 3 ver:ieaLhoiizoMo�aoss;eaclig�r _ ---- _ - - 1 – &_xk L 110"M anthori�___ •._. _ _ c 1141 of rrrotgids. Q'•o.� delo3 Dial tJ�':tr:"eR's t it l* i-- — 91s OVER -L! FRkNL• WIDTH I FE 1 0 m x O[ L'J S , I- - l_ J 96 W x 6:•UW FRAME SHOWN • OPIENIA 11 K. I2ONIA1 u VEBT.CH 01"RALL oVERALL FRAME I DAYUGNT DIMEY.SION I CS GLASS DESIGN PRESSURE piq Pos. NEG 960:' x Eo.06- -DIMENSION 9G 4S x 54 45' +3S.0 -35.0 $4.0w x 7;Lw 78.45' x 66.45' G1 +2S.0 -25.0 72.0r x 60 Orr 66.45'X 54.4r +30.0 -30.0 40.Or f 6e.ar ;4.45' x 5'4.4.5' +40.0 -40.0 G2 72.ff x 48.ff 66.45' x 42 4V +4S.0 -4S.0 arc 6, u o nK to S ; _- A Cr 11 ih, I'"'J.tG 7::VIt K'Ldp ry. tA.tKCJK fUK VJFIL'J:Y) 4Kt IV at rKjuLv IYJ Sl !N'AVA4 C %-,A :A1!Oty PF DGPAMS FG2 RIGID ?VC ,—• Ir of � it 0 t� 1 ' •1 A JIr -I f S/32 4INEALED G..ASS - - AS SPACE i - 5/1 Amr--k ED G ASS GLASS 6'I° �_ V - GLAZtNG D:TAfL n J i -2.7T— CF)_ ME 0.81' i i 1 N GLAZING BEAD 41 --;I/IS'G.A G-AZT4F- 3 ' % I/B AM.E.T G. ' •- A.R SFA.^.E I I ' 118- A.WEA:ED GLASS OS I 3LASSanE GLAZING DETAIL BILL OF MATERIALS IRNA DfJCImIOM MAilfyAt A 1X BUCK SG — 0.55 B ZX BUCK SG >= 0.55 — WOOD C 1/,(' MAX. SHIM SPACE D _ Of X 2-3/4PPH FLCO OP. ITW CONCRETE SCREW_ -- — STEEL I -- MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING 10 ACI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE - F- v!0X2.3/S'PPHSNS - - -�—� — STEEL H 1/ X 3.3/4' PPH ELCOOR I1W CONCRETE SCREW STEEL Q _ STEEL S1 JD M:n. TI Ik .= !ASTM A653 GRADE 33 FY -33 ksi trun.. Fu=45 kv rrin.l i_ STEEL K 010'Prl SELf-DRP_UNG SMS STEEEL _ I E..URUDED VINYL FRAME RIGID PVC _ i 51iu5ED VINYL GLAI:Nv :AD' — — -- — ---- RIGID PVF — I 3 LGLAS S`7,ING BLOCK -- — -- — 4 F GI ALN: SPAgp! _ STEEL _ ih, I'"'J.tG 7::VIt K'Ldp ry. tA.tKCJK fUK VJFIL'J:Y) 4Kt IV at rKjuLv IYJ Sl !N'AVA4 C %-,A :A1!Oty PF DGPAMS FG2 RIGID ?VC ,—• Ir of � it 0 t� 1 ' •1 A JIr -I f S/32 4INEALED G..ASS - - AS SPACE i - 5/1 Amr--k ED G ASS GLASS 6'I° �_ V - GLAZtNG D:TAfL n J i -2.7T— CF)_ ME 0.81' i i 1 N GLAZING BEAD 41 --;I/IS'G.A G-AZT4F- 3 ' % I/B AM.E.T G. ' •- A.R SFA.^.E I I ' 118- A.WEA:ED GLASS OS I 3LASSanE GLAZING DETAIL 6 z z z u u - o Yi F f� F.c •J/G � jN, m t+n m 1 FS 3 Jw+•:. w C sf • � (Lp�l On m z u n •: 'off u i0 zu ,ASE° `vi 9 oam v`° Q ErZ L O oZ c cy 6 z z z u u - o Yi F f� F.c •J/G � jN, m t+n m 1 FS 3 Jw+•:. w C J 3 wpn..cuo� a.uoaon •='1: xt : L NOLD35 SSO>fa 1VAOIIUGH � J u �noo 6,...w.! Pn.s iw7s '. —*4S t NOUN SSOV 1VINOIIaOH £ M%-Ak'31i� iL,i.L it"!I 01 01 •to,;D- 1 .,On.`•,..aw� 4.�'carw !'.•r: ri / L ,' =: NOIIJ3S SSON� lVD)I 1IA •`L I'D 0 03 �o inl.:--- 03 J 3 wpn..cuo� a.uoaon •='1: xt : L NOLD35 SSO>fa 1VAOIIUGH � J u �noo 6,...w.! Pn.s iw7s '. —*4S t NOUN SSOV 1VINOIIaOH £ M%-Ak'31i� iL,i.L it"!I 01 =: 0 03 �o 03 b ' TP A cog • .... ....... 1 4e`` �y n-1 � ����• ..._..•.•'Y���` o,vcaO�n.j>neV�yVItF..uo VwLVIJ F lot ida Building Code- online: Product Approval Method Method 1 Oot+on D Date -Submitted 04/30/?015 Date Validated 04/30!2015 Date Pending FBC Approval 05/10; 20:5 Date Approved 00/23/2015 Summary of Products Go to Page © iD 0 Page 1 / 2 d I FL ll I Model, Number or Nitme � Duscriptiori r— --- --t'-- - _. ._.._..... 9909.1 i. Model 010 ..1 _...._..__.... . ......... L•xtrutled PVC "Non -impact" fixed Window with Nailing Fin Limits of Use i Installation Instructions Approved for use in HVHZ: No ! t„4`+�, ,. �.I �� Inst 9909, 1.edf Approved for use outsidet HVHZ: gas Veriti, ri by. Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No + Lreatea ny Independent Thnd Party. )es I Design Pressure: N/A Evaluation Reports Other: See INST 9909.1 for Design Pressure Ratings, any i fl -99-4 1,10 4E Lyal 9?59.1�P_d1 additional use limitations, installation instructions and product i Created by Independent Third Party. Yes particulars. + 9909.2 b. Model 0170 ; Extruded PVC "Non -Impact" Fixed Window with Nailing Fin i Limits of Use Installation Instructions Approved for use in HVHZ: No I ��,�y1 RIO II Inst9g +Q2,LUM Approved for use outside HVHZ: Yes Verified By: Lyndon F. 5chnildt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes i Design Pressure: N/A 1 Evaluation Reports Other: See INST 9909.2 for DEsign Pi resure Ratings, any r... -cit)7 k!.0 AE Eyb1 400?.2.ud' additional use limitations, instal;otiun ii.st: uct:ons tend pro:i,ict i Created by Independent Third Party' 'les particulars. 1 9909.3 • c. Mcdel W04 F-trudetl PVC "Nun-Imoact" Fixed Window Limits of Use 1.u.tallation Instructions • Approved for use in HVHZ: Plo i Approved for use outside HVHZ: Yes ; `. c.-ifieo Dy: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No C, vateC by Independent Third Party: Yes Design Pressure: N/A Fvc:.rstion Reports Other. See INST 9909.3 for Design Prer.sure Rpt:ngs, any FP)`4;'w? RIO AE oval 9909.3,adf additionol use limitations, installation insl:,.cl:ors and product i Created by Independent Third Party: Yes ' particulars. 19909.4 I d. ModO 02A�l i LxtrLJ2d PVC "Nun-Irri,•ac!" Fixed Window Umits of Use ; lostallation Instruction: Approved for use in HVHZ: Nc'.i "�'1�' !1S! 11 Inst 2 ` 4•' l Approved for use outside HVHZ: Yes ! Veritie.'1 By: Lyndon I. Schmidt, P.E. 43409 + Impact Resistant: No Crested by Independent Third Party: Yes Design Pressure: N/A : Evairiation Reports Other: See INST 9909.4 for Desiq,i Pressure Ratings, any + EL22gL-R10 AE E•val 9909.4.odi additional use limitations, installation mstriuSizins and product i Created by Independent Third Party: Yes particulars. i t _ 9909.5 I e.. Model 0404 ; 4xlrured PVC "Non -Impact" Fixed Window Limits of Use I Installation Instructions i Approved for use In HVHZ: No FL9c'09 R10 II Inst 9909.5.oc11 Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, D.E. 43409 Impact Resistant: No Created by Independent Third Party: YPs Design Pressure: N/A : Evalivition Reports j Other: See INST 9909.5 for Design Press'ue R4linys, any ; f19)09 6.10 AE Evel 9909.5.ndf additional use limitations, installation instructions and ,;roduct ; Created by Independent Third Party: Yes i particulars. : 9909.6 ; L Model 0564 txtrudrv' PVC "Non -Impact" Fixed Window Limits of Use ; I.utallation Instructions Approved for use in HVHZ: No��;+ 0') 0 R [rZ li lint Approved for use outside HVHZ: Y.,s .:crif1td By: Lyndon F. Schmidt, P.E. 43403 Impact Resistant: No I t-: �.dted by Independent Third Party: Yes Design Pressure: N/A EV'Jluation Repurts i Other: See INST 9909.6 for Design Pressure Hptinus, d.iy i �;,;z;Lj•„� AE F.vdLya09.6}jjj 1 additional use hmrtations, installation insl,u:ci..ns and piodurt. Cr, ated by Independent Th -rd Party: Yep particulars. m I.ttpItnoridabUlding.ol glpr/pr._app dtl aspx?param-wGEVXOvil0 fcnrr i'A,:Mn+lAli3dvJ1slmsF'NzMV41 fYXLy"2VEWVyEaVDug%3d%3d tri 6130W15 Florida Waldo g Code Onlire 19909.7g. Model 0604 -- — _ ',inttb:xuuded PVC "Ncnon Instr_impact" Fixed Window- ---- - � j Umits of Use llatiuctions j Approved for use In HVHZ: No j rL93U9 FIQ 11 lnst 9909.7.odf I 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 9909.7 for Design Pressure Ratings, any FL9409 R10 AE Eval 99L!9.7.odf , additional use limitations, Installation instructions and product: Credited by Independent Third Party: Yes particulars. 9909.8 h. Model 0614 j Extruded PVC "Non -Impact" Fixed Window i Umits of Use Installation Instructions Approved for use In HVHZ: No I FL99D9 R10 11 Inst 9909.6.edf ' 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 I Evaluation Reports Other. See INST 9909.8 for Design Pressure Ratings, any FL9909 R10 AE Eval 9909.8 ridf additional use limitations, Installation instructions and product i Created by Independent Third Party: Yes particulars. 19909.9 1. Model 0704 Extruded PVC "Non -Impact'• Fixed Window with Nailing Fin Umits of Use Installation Instructions Approved for use In HVHZ: No ( F1.9909 RIO 11 Inst Q909.9.udf Approved for use outside HVHZ: Yes ! Verified•By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: See INST 9909.9 for Desicin Pressure Ratings, any j 0,9909 R10 AE Eval 9909.9.oaj additional use limitations, installation Instructions and product! Created by Independent Third Party: Yes particulars. ! Extruded PVC "Non -Impact" Fixed Wiriduw Units of Use Installation Instructions 9909.10 ). Model 0970Extruded PVC "Non-linpact" Fixed Window Umits of use Installation Instructions ' Approved for use In HVHZ: No FL9909 R LU II Inst 9909.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9909.10 for Design Pressure Ratings, any I FL9909 RIO AE Eval 9909.10. odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes { particulars. m. Model 3104 19909-11 I kk. Model 8014 I Extruded PVC "Non -Impact" Fixed Window Umits of Use - - — — I Installation Instructions Approved for use In HVHZ: No FL9909 R10 II Inst 9909,11.odf Approved for use outside HVHZ: Yes ( Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party• Yes Design Pressure: N/A Evaluation Reports Other. See INST 9909.11 for Design Pressure Ratings, any I FL9909 R10 AE Eval 9909.11 cdf additional use limitations, Installation instructions and product I Created by Independent Third Party: Yes particulars. F 19909.12 I. Model 9014 ! Extruded PVC "Non -Impact" Fixed Wiriduw Units of Use Installation Instructions Approved for use In HVHZ: No { &9909 R1.0 11 Inst 9909.12.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 9909.12 for Design Pressure Ratings, any FL990Q R10 AE Eval 9909.12.odf i additional use limitations, installation instructions and product'! Created by Independent Third Party: Yes I particulars. j 9909.13 m. Model 3104 ; Extruded PVC "Non -Impact" Fixed Window 'Umits of Use ; Installation Instructions Approved for use in HVHZ: No I FL9909 R10 II Inst 9909.13.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 4 Impact Resistant: No Created by Independent Third Party: Yes i Design Pressure: N/A i Evaluation Reports Other. See INST 9909.13 for Design Pressure Ratings, any FL9909 R10 AE Eval 9909.13.odf I additional use limitations, installation instructions and product Created by Independent Third Party- Yes I 1 particulars. i I 9909.14 I n. Model 3104 - Extruded PVC "Non -Impact" Fixed Window with Nailing Fin Umits of Use Installation Instructions j Approved for use in HVHZ: No i FL9909 R10 11 Inst 9909.14.pdf j Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Mtn://Iloridabullcint orgfpr/pr_app dtl.aspx-tparam-wGEVXQwtDgsmKfZ%o2kNgOB8G481msPpzMV4,rfYXZy6n82VEW\tybaVUug%3d%3d :Y5 t-londa Building Code ONine iDesign Pressure: N/A ! Evaluation Reports Other: See INST 9909.14 for Design Pressure Ratings, any FL9909 R10 AF Eval 9909 14.edf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. ' 9909.15 o. Model 3104 j Extruded PVC "Impact" Fixed Window UmIt—so f Use i Installation Instructions Approved for use In HVHZ: No FL9909 R10 II Inst 9909 15.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party, Yes Design Pressure: N/A Evaluation Reports Other: See INST 9909.15 for Design Pressure Ratings, any ! f-L920Q R10 AE Eval 9909 15.Ddf additional use limitations, installation instructions and product Created by Independent Third Party, Yes particulars. t 990916 -- '— -- J p. Model 3104 — - _— ^- Extruded PVC "Impact" Fixed Window with Nailing Fin Limits of Use I Installation Instructions Approved for use In HVHZ: No FI.9909 R10 11 Inst 9u0Q.16.vd[ j Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes j Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other. See INST 9909.16 for Design Pressure Ratings, any I FL9909 R10 AE Eval 9909.16 udf additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. 9909.17 cl. Model "l" 204 ---- Extruded PVC "Non-Inipact" Fixed Window iLimits of Use installation Instructions Approved for use In HVHZ: No I FLQ909 RIO II Inst 9909.17.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes j Design Pressure: N/A I Evaluation Reports Other: See INST 9909.17 for Design Pressure Ratings, any I FL9909 R10 AE Eval 9909.17.Ddf ! additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ' 9909.16 r. Model "1" 204 I Extruded PVC "Impact" Fixed Window i Limits of Use Installation Instructions I Approved for use In HVHZ: No FI.9909 R10 II Inst 9909. 16,1) Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes , Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other: See INST 9909.18 for Design Pressure Ratings, any FL9909 R10 AE Eval 9Q09.18.odf additional use limitations, installation instructions and product Created by Independent Third Party Yes particulars. 9909.19 s. Model "I" 970 — -- — - _ — _ -- j Extruded PVC "Non -Impact" Fixed Window ! Limits of Use Installation Instructions ' i Approved for use in HVHZ: No FL9009 R10 lI Inst 9909.19.Ddf i 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 9909.19 for Design Pressure Ratings, any I FL9909 R10 AE Eyal 9909. 19.Odf additional use limitations, installation instructions and product i Created by Independent Third Party: Yes j I particulars. 9909-20 t. Model "1" 970 ' Extruded PVC "Impact" Fixed Window i Limits of Use Installation Instructions Approved for use in HVHZ: No i FL9QU9 RIO Il Inst 9909.20 nVl Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt. P.E. 4;409 Impact Resistant: Yes Created by Independent Third Party. Yes Design Pressure: N/A Evaluation Reports ' Other: See INST 9909.20 for Design Pressure Ratings, any i E-L9Q09 R10 AE Eval 9Q0t1,2Q.LlrI i additional use limitations, installation Instructions and product! Created by Independent Thud Party. Yes l particulars: Go to Page Page t / 2 0 coma•+ us •: 1940 North Monroe Street. lallahaesee FL 32399 Prrune- 850.+97.1824 The State of Flonda is an AA/EEO employe, roinnoht 2007-:013 State or Florldd. •: Pnvdcv Statement Atcessrh,lity Staltment •• Pefund Stateinenl Under Florida law, email addresses are public records. It vuu do not want your email address released in response to a Publ,r ,ecords request. do n,rl %evo pit -ironic mail to this entity. Instead. contact the office by phone or of traditional mad It you have any questions, please i.unlai.t 85VA87. 1395. *Pursuant it- 'iei I,.•n 455 2750), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department with an email address. ,f thev havr one. The emads provided may be used for official communication with the licensee. However email aduresses are public record It you do not wish to supuly a p: IMoridabuilding.orgJF•/pr_appdtl.a,px?param=wGEVXOwtDgsmKt",b2fxNgOB8G487msPpzMV4TfYXZy6n82VEWVyEaVDug%3d%3d as 6/3x2016 Flprida EMIchrlg Code Online personal address, please provide the Department with on er.iad address .rhv:. can be made ovallable to the puO1K. rO determine If jou and a licensee under [•napier 45S, F.5., Tease dick hart . 7rod%jct Ayprovel Accepts: ® LEMO :Lhr M �.•t urih • �. n 1• ar Mtn•/NlorldaWIdirti.orgtpr/pr_app 01.aspx?param=wGEVXOwIDgsmKf%2lid•:gOEW8 481msFpzMV4TtYXZy6nBZVEWVyEaVDuga/o3d%3d 9; A__ SSMATED MATERIALS 1 N C O R P O R A f E 0 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 MODEL 03AO SINGLE HUNG WINDOW "Sm" Sash 'WON -IMPACT' GENERAL NOTES I. Th's product has been avalualed and Is In compliance with the 5th Edition 12DI4) Roddo Bwldhrg Code (FBC) shuchwal requirements excluding the high Vu.ochy Hurricane Zone' W117). 2 Product anchors sag be as Wed arna spaced as shame rx r detulls. Anchor embodment to base matPral shag be beyond wal dreaig or stucco. 3. Wher. used in areas requiring wind bome debris protection thk product Is required to be protected with on impact resistant covering that temples with Section 1699. 1.2 of the FBC. 4. For 2x stud homing construction, onchoring of thane unite shoS be the some as that shown for 2x buck masonry corutruction. 5. Site condhions that deviate Iron the decals of this drawing require further engineering onoysk by a licensed engineer or registered oVitect. SIE CHART FOR rov9fAu mµt-- mmm i •O M / U SAX ks:-0• fRi1AAE - ^: DIMIWSION 3# TABLE OF CONTE as SHEET i DESCRIPWN I Typical elevations, design pressures & general notes 2 Horizontal cross sections 3 Vertical cross sections 4 Buck & frame anchodna 5 Ball of materials, qWnq detail and components SIE CHART FOR rov9fAu mµt-- mmm i •O M / U SAX ks:-0• fRi1AAE - ^: DIMIWSION 3# - %''a t rnz. WI�IfNSfONF�: := C'�lA � ' DESIG U a : s rNE6ATNE_= 520' x 96.0' 46.25^ X 44.W GI +20.0 • -20.0 4&0'X 96.0' 42.25' x 44.W GI +25,0 -2S.0 44.0' X 96.0' 3855' X 44.W GI +30,0 -30.0 48.0' X 84.0' 4255' X 3855 G1 +25.0 -2S.0 52.0' X 780' 46.W X 3556 GI +2S.0 -2S.0 44.0" X78 0' 38.25` X 3555' G1 +3S.0 -35.0 36.7 X 78.0' 3D55 X 3555' G1 +4S.0 4S.0 44.0" x 75.7 38.25' X 33.75' GI +40.0 40.0 36.7 X 72.0^ 3056 X 32.25' GI +50.0 -50.0 52.0' X 62.7 4615' X 2755' G1 +35.0 -35.0 44.0" X 60.7 3855 X 2655 m +45.0 -45.0 36.7 X 60.7 3015' X 2655' G1 +5S.0 -SS.O 13 are ar Jx :; r I_FS FL -10465.16 an 1 or S I-I/4MM. p�IEIrroR 1-I/4MIN A ��`A. In C EAB C 1 6MB Czo 1 # • _ ^� r. ^o 10 10 Gi 2 O l *r1llt $ 'c' m C N •• 2 / \ m 2 x .360 2 4 v 'c of pi 2 // 'e'• 8 'lo b� X .. L H o 0 EXTERIOR O EXTERIOR U — 4 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION Z mi EE / 2 Shown w/ D c to Mosonry Option 2 S own w/Ix su k x Wo Ln 3 3 3 PBIvz—i o 0 n INTERIOR wore uwf Meldsm-s nwOpe-Rale o non .. C x K 1 W 3poecds"D4 ct roan Mo Im Weh of / YmeM. MoMGdt1 Wmh *do* dna a • O I C 1 INTERIOR I �e 0 8 •1 / (10 G1 10 8 N , W G1 xW � voi F W i n c •o I W` o �3 W 4 N N Q r p N_o o z u GAM, 1?Z? Q13 i I.114MIN. EXTERIOR scut N.T.S. 9 HAs. mP•I 3 HORIZONTAL CROSS SECTION EXTERIOR CHL � �K m ��.�� tax er: LFS 3 \ 2 / ShmM w/ Steel Stud ftwinO VpllOn Q 1 HORIZONTAL CROSS SECTION �/ DRA1- X0- . 2 con f1-10465.16 c ow 2 or 5 0 ii•• - n 4. him GI 7 ♦ e 1 ' ??,.• : con INTERIOR EMRfOR 3 O 12 q���Nr rly►►�` h m i 0 2 B t Em 7of mu u o F $ •a , 12 0 7 g F W 1 VEBACAL CROSS S_-CIMON 31 Opiionol mownry will 7 G1 z SFE NOTE I 11LU tz G x io m1IER1oe ExltwoR 0' G1 10 S INIEJIOR 7 9 3 0 12 2 EJITERIOR G1 N iiP7 pN o W N H E W 3 U 12 2 • • � W .' a • a G �� id ppp 2 VEIMCAL CROSS SECTION $ Optional nwaony 0 1 n— i 0 T E DAM 12120113 = v •. ° SLUG° N.T.S. 9. .v . Ura W. A 0 • nac W. LFS 3 oU♦tia+c w.: a NOTE: 3 VERTICAL CROSS SECTION FL -10465.16 1. to gwredalil ham aye and $ 0 orrmnrnorolal ort FT 3 ads A SHIFT p 0111,1181 11 ``01 . % r on 7 fill, it ... . ......... ;5 0 X,04( Typ 2X 2)(BUCK IF 1X BUCKtg N o Q6 f E LSTUD K DIRECT TO D �t MASONRY c Z* fryp.) flyp.)] 2X BUCK 2X BUCK 1X BUCK8 9n FRAME MASONRY OPENING _T FRAME _T 16 MASONRY MASONRY OPENING OPENING BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING Masonry 2X Buck Consiruction Masonry IX Buck Construction Ln z 0 Ln CONCRETE ANCHOR NO I. Concrete anchor locations of the corners may be =#usted to maintain the min. edge distance to mortar joints. 2 Concrete anchor bcatlons noted as MAX. ON CENTER" fftW be o4mled to 14 maintain the n*L edge distance to modarjohts. additional concrete anchors o may be required to enwre the MAX. ON CENTW dimension are not exceeded. I Concrete anchor table., IW.CLEARANCE." 'MIN.`CLEARANCE ANCHOR ANCHOR -�I- _ *. TOMASONRY. JOADJACENT. TYPE'.. Sig FMBEP.Mf.NT- EDGE'--..'-'. ANCHOR.:'-- o*,E- 12120113 nw I -1/c r stair N.T.S. TAPCOW ELCO No 4* ULTRACO We w. JK cmL ft, LFS WOOD SCREW &WALLATION NOTES: DRAWDO $a: 1. McMtcfin a minimum 5/B' edge distance, I* end distance. & I'oc. spockV of FL -10465.16 wood screws to prevent ft spNft of wood ss of 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIRCATION PROGRAMS FOR RIGID PVC EXTRUSIONS' a91- ISS —{ ojw 0.066 O i- 1.3 ---I T 9 REINFORCEM[i1f 3 LIFT BAIL 4 LOCK RAIL Mu OF MATERUIS imm o DactlmoN MAIEM A 1 X BUCK SG >= 0.42 WOOD B 2X BUCK SG >= 0.42 WOOD C 1 /4" MAX. SHIM SPACE 3/4.OA GLASS THK D 1 /4" X 23/4' ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3AW PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #8 X 2-1/2 PPH SMS STEEL H 1 /4' x 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL K # 10 PRH SB1f-DRILLING SMS STEEL X STEEL STUD Min. Thk .033' ASTM A653 GRADE 33 Fy-•33 U Min, F1F=45 0 Min) STEEL 1 EXTRUDED VINYL FRAME • RIGID PVC 2 EXTRUDED VINYL SILL • RIGID PVC 3 EXTRUDED VINYL LIFT RAIL RIGID PVC 4 EXTRUDED VINYL LOCK RAIL • RIGID PVC 5 EXTRUDED VINYL MEETING RAIL • RIGID PVC 6 EXTRUDED VINYL FRAME CAP • RIGID PVC 7 EXTRUDED VINYL GLAZING BEAD' RIGID PVC 8 EXTRUDED VINYL SASH STILE • RIGID PVC 9 SASH REINFORCEMENT STEEL. 10 SASH REINFORCEMENT STEEL 11 LOCK 12 1 WEATHERSTRIP VINYL 16 1 SETTING BLOCK 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIRCATION PROGRAMS FOR RIGID PVC EXTRUSIONS' a91- ISS —{ ojw 0.066 O i- 1.3 ---I T 9 REINFORCEM[i1f 3 LIFT BAIL 4 LOCK RAIL —1.02 Lo bf 1 FRAME pi m 33 3 16. j�13S�j ,ST+� 0.11- N Q 02 aos �1oo6s 1.I2* 0.07*L l 0.6T wte 12/20/1.3 i sore N.T.S. as er JK m' 10 REINFORCEMENT GLAZING BEAD 8 SASH SRIF 6 FRAME CAP S MEETING RAIL xo LFSDPW= ; FL -10465.16 n SHM to C ! P+x```,`11it +,sem• ........... 1/I GLASS BITE -- -- ♦< =Z m 3/4.OA GLASS THK = co, m � %�'• '• : LAA I 1 ANNEALED GLASS '!!!1 o fir 0R�= AIRSPACE SPACE N GLAZING TAPE o n e z° (SECON RUBER) 1 /S ANNEALED GLASS c m c W on _� p a `a 18 INTERCEPT SPACER ; 6_ a o° GLAZING MAIL G1 —1.02 Lo bf 1 FRAME pi m 33 3 16. j�13S�j ,ST+� 0.11- N Q 02 aos �1oo6s 1.I2* 0.07*L l 0.6T wte 12/20/1.3 i sore N.T.S. as er JK m' 10 REINFORCEMENT GLAZING BEAD 8 SASH SRIF 6 FRAME CAP S MEETING RAIL xo LFSDPW= ; FL -10465.16 n SHM to C 813OMIS Florida Building Code Online Florida Departmead BCIS Home I Log In I Use, Registration I Hot Topics I Submit Surcharge I Stats B Facts Publications FBC Staff 1 BCIS Site Map Links Search Busines Professi , i product Approval ®USER: Public User Regulation Product Approval Menu > Product or Application Search > Aoolicatlon List > Application Detail • FL * FL10465-118 Application Type Revision Code Version 2014 Application Status Approved Comments Archived r -.r Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfernbaugh@alside.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Emal I Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single 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 12/31/2018 Validated By Ryan J. King, P.E. 't' Validation Checklist - Hardcopy Received Certificate of Independence FL10465 R8 COI Certificate Of Independence,odf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2011 AAMA/ W DMA/CSA101/I.S.2/A440 2005 AAMA/W DMA/CSA101/I. S.2/A440 2008 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2005 Equivalence of Product Standards Certified By httpJ/florfdabuilding.orglpr/pr app M.aspx?param=wGEVXQwtDqudsDrIH6148%2flEmifRKY%2bSJJdkEf029VpLyt01YBV16w°%3d°/p3d 114 :�lw Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 04/27/2015 05/01/2015 05/09/2015 06/23/2015 FL # Model, Number or Name Description 10465.1 a. Model 0100 Extruded PVC Single Hung Window with Nailing Fin "Non - Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R8 II Inst 10465.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10465.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL10465 R8 AE Eval 10465.1.odf Created by Independent Third Party: Yes particulars. 10465.2 b. Model D100 iExtruded PVC Single Hung Window with Nailing Fin - utilizes Sill Extender "Non -Impact" Umits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R8 II Inst. Product Offerina.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Associated FL10465 RB AE Eval. Product Offerina.odf Materials, Inc. (See 10465.2 - 2010 FBC version for Historical Created by Independent Third Party: Yes Documents regarding this Approval) 10465.3 c. Model 01HP Extruded PVC Single Hung Window with Nailing Fin "Non- impact" Umits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R8 II Inst 10465.3.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 10465.3 for Design Pressure Ratings, any FL10465 R8 AE Eval 10465.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 10465.4 d. Model 0700 Extruded PVC Single Hung Window - "Non -Impact" Umits of Use Installation Instructions Approved for use In HVHZ: No FL10465 RB II Inst 10465.4.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 10465.4 for Design Pressure Ratings, any FL10465 R8 AE Eval 10465.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 10465.5 P. Model 07HP Extruded PVC Single Hung Window - utilizes Sill Extender "Non -Impact" Umits of Use Installation Instructions Approved for use In HVHZ: No FL10465 R8 11 Inst 10465.5.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 10465.5 for Design Pressure Ratings, any FL10465 R8 AE Eval 10465.5.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 10465.6 f. Model 02AO Extruded PVC Single Hung Window - "Non -Impact" Umits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R8 II Inst 10465.6.odf Mlp!/floridabuIlding.org/pr/pr app00.aspx?param=wGEVXQwfDqudsDrIH6148°h2flEmitRiCY°�2bSJJdkEi029VpLyt01YBV76w9,�3d963d 2/4, 6/30/2015 Florida Building Code Online 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 10465.6 for Design Pressure Ratings, any FL10465 R8 AE Eval 10465.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. _ - 10465.7 g. Model 3100 Extruded PVC Single Hung Window with Nailing Fin "Non- impact" Limits of Use Installation Instructions Approved for use in HVHZ: No F1.10465 R8 II Inst 10465.7.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 10465.7 for Design Pressure Ratings, any FL10465 R8 AE Eval 10465.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 10465.8 h. Model 3100 Extruded PVC Single Hung Window - "Non -Impact" (Limits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R8 II Inst 10465.8.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 I Evaluation Reports Other. See INST 10465.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL10465 R8 AE Eval 10465.8.odf I Created by Independent Third Party: Yes particulars. Created by Independent Third Party: Yes 10465.10 F.Modeel 3100 "High Performance Window" 10465.9I. Model 3100 "High Performance Extruded PVC Single Hung Window - "Impact" Approved for use in HVHZ: No Impact Window" Approved for use outside HVHZ: Yes Limits of Use Installation Instructions Approved for use In HVHZ: No FL10465 R8 II Inst 10465.9.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. Note - Window does not meet requirements for use FL10465 R8 AE Eval 10465.9.odf in "Wind Zone 4" (basic wind speed greater than 140 mph) as Created by Independent Third Party: Yes defined in ASTM E1996-02. See 114ST 10465.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. _ JI 10465.10 F.Modeel 3100 "High Performance Window" Extruded PVC Single Hung Window with Nailing Fin "Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R8 II Inst 10465.10. 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: Note - Window does not meet requirements for use FL10465 R8 AE Eval 10465.10.odf in "Wind Zone 4" (basic wind speed greater than 140 mph) as Created by Independent Third Party: Yes defined in ASTM E1996-02. See Inst 10465.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 10465.11I k. Model V100, V140, V144, V146 I Extruded PVC Single Hung Window with Nailing Fin "Non - Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R8 II Inst 10465, 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 10465.11 for Design Pressure Ratings, any FL10465 R8 AE Eval 10465.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 10465.12 I. Model V100, V140, V144, V146 Extruded PVC "Twin" Single Hung Window with Nailing Fn "Non -Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R8 II Inst 10465.12.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 10465.12 for Design Pressure Ratings, any FL10465 R8 AE Eval 10465.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 10465.13 1 m. Model V200, V140, V144, V146 I Extruded PVC Single Hung Window with Nailing Fin "Non- IdpJ/florldabllilding.org/pr/pr appM.aspx?param=wGEVXQwtDqudsDrIH6148°r62flEmifRKY%2bS 1JdkEi025VpLyl01YBV76w°�3d9b3d 3�4 WOWS Florida Building Code Online tlacic Neri Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement : Accessibility Statement :: Refund Statement Under Florida law, email addresses are pudic records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., piease dick here . Product Approval Accepts: ®® Credit AirH �FE tltlplMoridabullding.org/pr/pr app M.aspx?param=wGEVXQwtDqudsDriH6148%2AEmi1RKY°%2bS 1JdkEf029VpLyl01YBV70N 3d* 414 Impact" Umits of Use Installation Instructions Approved for use In HVHZ: No FL10465 R8 II Inst 10465.13.Ddf 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 10465.13 for Design Pressure Ratings, any FL10465 R8 AE Eval 10465.13.Ddf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 10465.14 n. Model V220 Extruded PVC "Twin" Single Hung Window with Nailing An "Non -Impact" Umits of Use Installation Instructions Approved for use In HVHZ: No FL10465 R8 II Inst 10465.14.Ddf 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 10465.14 for Design Pressure Ratings, any FL10465 R8 AE Eval 10465.14.Ddf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 10465.15 o. Model V230 Extruded PVC "Triple" Single Hung Window with Nailing Fn "Non -Impact" Umits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R8 11 Inst 10465.15.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 Other. See INST 10465.15 for Design Pressure Ratings, any Evaluation Reports 1110465 R8 AE Eval 10465.15.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 10465.16 p. Model 03AO Extruded Vinyl Single Hung Window - "Non -Impact" utilizing the "Sm" Sash Umits of Use Installation Instructions Approved for use in HVHZ: No FL10465 R8 II Inst 10465.16.Ddf 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 10465.16 for Design Pressure Ratings, any FL10465 R8 AE Eval 10465.16.Ddf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 10465.17 q. Model 03AO Extruded Vinyl Single Hung Window - "Non -Impact" utilizing the "Med" Sash Umits of Use Installation Instructions Approved for use In HVHZ: No FL10465 R8 11 Inst 10465.17.Ddf 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 10465.17 for Design Pressure Ratings, any FL10465 R8 AE Eval 10465.17.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. tlacic Neri Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement : Accessibility Statement :: Refund Statement Under Florida law, email addresses are pudic records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., piease dick here . Product Approval Accepts: ®® Credit AirH �FE tltlplMoridabullding.org/pr/pr app M.aspx?param=wGEVXQwtDqudsDriH6148%2AEmi1RKY°%2bS 1JdkEf029VpLyl01YBV70N 3d* 414 ASSMIATED MA_ TERIA_LS AWAO N C O O f • I F 0 3773 STATE ROAD CUYAHOGA FALLS. OH 44223 MODEL 03A4 PVC FIXED WINDOW "NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Huricone Zone' (HVHZ). 2. Product anchors shotl be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3• When used in areas requiring wind borne debris protection INS product is required to be protected with on impact resistant covering that complies with Section 1 X509.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 96W x 75.0(r FRAME SHOWN OdentoW 6imba td orVeAicol OVERALL_ TABLE OF COMM SNEM DESCRIPDON I TjFEd--e;Wy-y-ijom aW Mmmos L geneid notes 2 Vertical a horaontd cross sections 3 Vedkxg a hmtmntat am sections FRAME.. Buck a from onenatng 5 Buck a hare 6 Buck a ham o 7 1 BN of motenots. 9f de components 96W x 75.0(r FRAME SHOWN OdentoW 6imba td orVeAicol OVERALL_ — 96' OVERALL FRAME WIDTH a x r/r O O / _.: G 96W x 75.0(r FRAME SHOWN OdentoW 6imba td orVeAicol OVERALL_ OVERAU DESIGN PRE3SORE .. *� 012 n _.: G i �•� A NG FRAME.. __".DAYUGHr•° _ :• .. DIMENSION=' -.: DrAIENSIOtI"_:• :' P03 NFG:- mua b. £g 1X00 x 60.00 114Js x 54.7r G1 +35.0 -35.0 SEE SHEET S 9&W x 7&W 90.75 x 61.75' +3S.0 -35.0 16.07 x 60.08' 10.76 x 56.7r +30.0 -30.0 G2 SEE SHEET 6 86.txr x 7200 7dls x 66.75' +40.0 -40.0 rLW x 72.80 "Jr x 66.7S GI +40.0 -40.0 60.00• x 60.00 54.75 x 66.TS- G3 +40.0 -40.0 SEE SHEfi 1 I 1—.91' JK I FL -9909.24 TT I or 7 U .. *� 012 n to i li'r i �•� Yp' ����''►►rr 1f� `��� o e V'd mua b. £g I 1—.91' JK I FL -9909.24 TT I or 7 3 .fit`"lill I li //�� r+D7esMef n+erasoe»srrwoeneYols o`` or, is nr &*dC arbmf nw .�n� ............. • rAdesnNn+efd�ah+ro6�ortrrnum �T .. �r C V•'• Y ei n i 1111 111( 2 ` s $Rzi 0 1 \ 4E$�o INTERIOR J, m0:`11t°1. e s � 4 e €¢ g£€ 3 3 v ~ � � (7 I �I %31 HOIWO.WAL CROSS SEOON ExTERieR -- — — ` S!nwn ..r .'Iw:t s,ue Fr°nv. Oo:en = g Q So 1-114*WN / �I ° j"—r EA18. fnP.I 2 gl o / O C i > EXTERIOR INTEPIOR F G3 F 3 G2 ~ LA z 2 G1 C ' G1 E W v I INTEPIOR \ Ltili v C e t EXIERIOR E �� c Z Is stwlr. N TS. • ° rano n. JKa 1 HORIZONTAL CROSS SECTION oa rn. LFS 3 2 2> Puck mewony Consfruct;w.2 VERTICAL CROSS SECTION alcrrwe ao_ ° n 2 2x such I/osonry Construction FL -9909 24 0 sltccr2 or 7 p 1-1/l MIN. �,1i* R e �•t� � * � �� o S E C s T. G3 G x'',''11* .., ,` 0 9i o , z z WWI INTERIORggg s C o gZ E W 0 6o EXTERIOR INTERIOR EXTERIOR -7 3 = uWi E 2 VEIMCAL CROSS SECTION 3 shown w/lx sub bt ck 41 HORIZONTAL CROSS SECTION x �o 3 Shown Well to M..,-, v �I ox �I u Y G3 G3 EXTERIOR INTERIOR G2 G2 EXTERIOR r G1 INTERIOR G1 ° N 1 Z 1 2 O Q 2 — E ' ° a ° art. 10123113 i ° C ° • 9[atL N.T.S. owe to JK n tx es. LFS ; 1 VERTICAL CROSS SECTION S VERTICAL CROSS SKRON M . Opto-1 —I.VY vp .' Optibn l mmonry sit FL -9909.24 wm -1- 0, 7 O "'tillf I Fit 91 Cb O.C. (1YP.)� i 4 Il�rrrrrrr �41� \\ too UCn i BK \ � Z(1 Ix BUCK C 1X Buck E i CCS MASONRY f TYP. MASONRY G MOSODirecto j n Q� MASONRY — Masorny v' OPENING M:OPENNG OPENING K Steel O TYP• z � s BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING 7 (2X Buck) (2X Buck) (Ix Buck. Direct to Masonry, Steel Stud) �j c a & u Y } � m �: r T -•_ ftioeie She up fo 6G" ii 60" Ma R CONCRETE ANCHOR NOTES: z 1. Concrete anchor locations of the comers may be adjusted to maintain the min. W — edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to 0 maintain the min. edge dafance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3 3. Concrete anchor table: : e _Z o° om-- 1012311.3= sc N.T.S. i M of JK WOOD SCREW INSTALLATION NOTES: � Itr• SFS ¢ 1. Maintain a mWmum SAr edge distance. 1"end distance, d I' o.c. spacing of D"m NO, a wood screws to prevent the sofiffing of wood. FL -9909.2 u smm L or 7 p ANCHOR ANCHOR MfNMIN.,' MIN. CLEARANCE MIN. CLEARANCE TYPE SRE EMBEDMENT TO MASONRY TO ADJA�EM EDGE -ANCHOR ITVv a 1/4• 1-1/4' 2" 4' TAPCON ELCO o 1/4" r�u ULTRACON 2x MASC OPD (TrP•I —1 [-- — US MNL. O.C. PYP.) _T 1 f — yll Wo BUCK ANCHORING (2X BUCK) Frame Stie up fo•12t)"•ic 60' Mcli -,- CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2 Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge durance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTEP." dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ALuACEM �Irrllll 1` EDGE ANCHOR ITW o 1/4" t-1/4" 7' 4" TAPCON • 9 oa �i fDuam ELCO t/4' 1.1/4" t" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance. Vend distance. d I"o.c. spacing of wood screws to prevent the spOtffng of wood. FRAME ANCHORING (2X BUCK) *Add anchor for width > 84" 1/4 POINT ' 1//POINT D 1 X Buck G Direct to Mosonfy K Steel TYP. BUCK ANCHORING ( Tx Buck Direct to Masonry Steel Stud) 'Add anchor for width > 84" 10 41 :N•ti, .: 4Lon �Irrllll 1` 111 096; Eo it ` \v S • 9 oa �i fDuam a E 8Z sr JK L m: LrS Irm w: 11-9909.24 .Tr _5 or 7 2X BUCK MASONRY OPENING P i6 o _ 2X BUCK _n MASONRY OPENING — X. BUCK ANCHORING (2X BUCK) FRAME ANCHORING (2X BUCK) Froriie Size up fb 96" x. 7r -Mak. 1/3 POINT CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be odiusted to maintain the min. edge dtstance to mortaronts. 2. Concrete anchor locations noted as MAX. ON CENTER" must be od)usted to maintain the min. edge distance to mortar Joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE 1/3 POINT 1/3 POINT F TYP. TYPE T SIZE EMBEDMENT TO MASONRY FRAME ANCHORING (2X BUCK) Froriie Size up fb 96" x. 7r -Mak. 1/3 POINT CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be odiusted to maintain the min. edge dtstance to mortaronts. 2. Concrete anchor locations noted as MAX. ON CENTER" must be od)usted to maintain the min. edge distance to mortar Joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE T SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW a VIC 1.1/4" 2" 4" TAPCON ELCO 1/4" 1.1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Mbintain a minimum 5/8" edge distance, I* end distance, d 1"o.c. spacing of wood screws to prevent the splitting of wood. D IX Buck G Direct to Masonry IX BUCK K Steel TYP. MASONRY OPENING Ira PON BUCK ANCHORING (I x Buck. Direct to Masonry, Steel Stud) I I— u• N T.S. W. JK a c, m. lFS i FL -9909.24 X1 _L OF 7 .9 3.9/' �`4 ' y IS�v o.w '����11 is ri z' 111 �� Mgi S$Z� F( • 3.2S —I `K 5do - FRAME' ` 0.06 N THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY L S EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. �GL ZING BEAD g � • 11 � av m k, 3 4 $� 3 4 I 2 ;c m 2 13/16.OA. GLASS THTC / F-13/167OAGLASS THK —1 /D' ANNEALED GlAS; ^� 3116' TEMPERED GLASS AIR SPACE AIRSPACE I� U8' ANNEALED GLASS 3/1 C TEMPERED GLASS 05671 yj R osdT J � GLAu BITE S Z GLAss BITE �'_J — GLAZING DETAIL r O4 yG�� GLAZING DETAIL e T LOT- ci13/ICOAGLASSTHIO3/1C ANNEALED GLASSAIR SPACEZU 3/16 -ANNEALED GLASS am 10 23 13 = O.— N.7 5 a rJ wc. sr. JK GLASS BITE °~ S onL w LFS i au•oc w. a GLAZING DETAIL FL -9909.24 u s= 7 a 7 p BILL Of MAIFMALS ITLTII ♦ o13C111r110N AIA1f11A1 A 1 X BUCK SG >= 0.55 STEEL B 2X BUCK SG >= 0.55 WOOD C I/4' MAX. SHIM SPACE - 0 114'X 23/4' PFH ELCO OR ff W CONCRETE SCREW STEEL MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI E 301 OR HOLc; 0', r LOW BLOCK CONFORMING TO ASTM C90 CONCRETE F M 10 X 2" PPH SMS STEEL G 114'X 1-3/4• PFH ELCO OR RSN CONCRETE SCREW STEEL J STEEL STUD Min. Thk .003" ASTM A653 GRADE 33 Fy--33 Id min.. FL>=45 lal min.) STEEL K f1IO PPH SELF-0RTLLNG SMS STEEL 1 EXTRUDED VINYL FRAME • RIGID PVC 2 EXTRUDED VINYL GLAZING BEAD • RIGID PVC 3 GLASS SETTING BLOCK - 1 GLADNG SPACER STEEL S GLAZING TAPE -DOUBLE SIDE ADHESIVE 6f3012015 Florida Building Code Oriline 1 1 a / !��ir�1�11i Fb*ja DePafMentd BCIS Home I Log In I User Registrabon I Hot ToDics ; Submit Surcharge ! stats 8 Facts I Publications I FBc stall I Bus Site Map I Links 1 search I Bus " Product SEPublic Regulation Product Approval Menu > Product or .400llcatlon Search > Application ! ist > Application Detail FL # FL9909-R10 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 Marsh Fernbaugh mfernbaugh@alside.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed 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 1. King, P.E. -0Validation Checklist - Hardcopy Received Certificate of Independence FL9909 R10 COI Certificate Of Indeoendence.odf Referenced Standard and Year (of Standard) Standard year AAMA/ W DMA/CSA101/1. S.2/A440 2005 AAMA/W DMA/CSA101/I.S.2/A440 2008 ASTM E1886 2002 ASTM E1996 2002 Equivalence of Product Standards Certified By Sections from the Code htfpJ/llorldabUlding.org/pr/pr_app M.aspx7param=wGEVXOwtDgsmKf%2fxNgOB8G481msPpzMV4TtYXZy&* VEWVyEaVDug%3d%3d 1/3 &3QW15 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page Florida 13uiiding Code OPoine Method 1 Option D 04/30/2015 04/30/2015 05/10/2015 06/23/2015 FL # I Model, Number or Name I Description 0 0 Page2/20 • 9909.21 u. Model V114 Extruded PVC "Non -Impact" Fixed Window with Nailing Fin _ I Umits of Use Installation Instructions Approved for use in HVHZ: No FL9909 R10 11 Inst 9909.21.Ddf ' 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 9909.21 for Design Pressure Ratings, any FL9909 R10 AE Eval 9909.21.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 9909.22 v. Model V204 Extruded PVC "Non -Impact' Fixed Window with Nailing Fn Umits of Use Installation Instructions Approved for use in HVHZ: No FL9909 RIO 11 Inst 9909.22.Ddf 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 9909.22 for Design Pressure Ratings, any FL9909 R10 AE Eval 9909.22.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes t particulars. 9909.23 1 w. Model 3004 /:3804 Extruded PVC "Non -Impact' Fixed Window Umits of Use �~ I Ilistallatlon Instructions Approved for use in HVHZ: No FL9909 RIO 11 Inst 9909.23.Ddf 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 9909.23 for Design Pressure Ratings, any FL9909 R10 AE Eval 9909.23.rdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 9909.24 x. Model 0344 Extruded PVC "Non -Impact' Fixed Window Umits of Use i Installation Instructions Approved for use in HVHZ: No FL9909 R10 11 Inst 9909.24.od( 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 9909.24 for Design Pressure Ratings, any I FL9909 R10 AE Eval 9909.24.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1 Go to Page 0 O Page 2/ 2 d 1a .i.— Ntt•1 Contact Us :: 1940 herds Monroe Street. Tallahassee F! 323 Phone, 850.487-1824 The Slate of Florida is an AA/EEO employer, Q&0UjSht 20D7-2013 State of Florida. •. Pnvacv Statement : Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by tradi.00nal marl. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1). Florida Statutes, effective October 1, 2012, licersees licensed under Chapter 455, F.S. must provide the Department with an email address of they have one. The emails 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 dri email address whoCr. can be made available to the public. To determine If you are a licensee under Chapter 4r.5, F.S., pled.;► clock hUE . Proeuct Approval Accepts. L7�9 writrit v>r ;,•rru:: s httpl/floridab(ild rig.orgfpr/pr_app M.aspx?param=wGEVXOwlDc smKtelo2fxNgOB8G481msPpzMV4TfYXZy6r182VEWVyEaVDtg%3d%3d 2/3 8/ IM15 Florida Buildirg C4xk Ordine MfpJlfloridabUlding.orglprlpr_app M.aspx7param=wGEVXOMDgsmKf%2fxNg0B8G481msPpzMV4TM(Zy6n82VEW\IyEaVDug%3d%3d Y3 SLIDING GLASS DOOR - IMPACT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS. _..»... _......... 1 SECTION VIEWS OXXO & GLAZING DETAIL -..2 SECTION VIEWS OXO & XO-.........-....... .... ...... 3 EXTRUSIONS & B.O.M...... _........... ............ _...... 4 ANCHOR SCHEDULE & NOTES ... _._......... _........ 5 INSTALLATION DETAILS ._- ........... ........ ......... 6 �J A—J 6 1 IQ v 191 1/8• 467/8. MAX UNIT WIDTH MAX PANEL WIDTH A 8900 PVC MAX UNIT WIDTH SLIDING GLASS 48 7/B' DOOR - IMPACT MAX OXO 145-13/16" x 96" PANEL WIDTH LARGE MISSILE IMPACT 41 +/-60 PSF LARGE MISSILE IMPACT 41 3H' n GLASS --413/4'— 13/4'GLASS 16'01.0_ - - - GLASS AAX 1 AAX a DLO 'EIGHT FO 'NIT 'EIGHT WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR E 'EIGHT X PANEL X O HEIGHT D Gy�fi'O O X X a 93 1/2' 88 3/8' HEIGHT MAX B GLASS c� LL PANEL OLO HEIGHT WELDED.UJ ¢ O a b , I TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS. _..»... _......... 1 SECTION VIEWS OXXO & GLAZING DETAIL -..2 SECTION VIEWS OXO & XO-.........-....... .... ...... 3 EXTRUSIONS & B.O.M...... _........... ............ _...... 4 ANCHOR SCHEDULE & NOTES ... _._......... _........ 5 INSTALLATION DETAILS ._- ........... ........ ......... 6 �J A—J 6 1 IQ v 145 13/16' MAX UNIT WIDTH N 7/8' MAX PANEL WIDTH 8900 PVC MAX UNIT WIDTH SLIDING GLASS 48 7/B' DOOR - IMPACT MAX OXO 145-13/16" x 96" PANEL WIDTH LARGE MISSILE IMPACT 41 +/-60 PSF LARGE MISSILE IMPACT 41 3H' n GLASS I 16'01.0_ - - - 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE AAX — 1N1T a ,NIT 'EIGHT o 0 'EIGHT WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR E O X PANEL X O HEIGHT D Gy�fi'O PANEL a OLO O7 DLO HEIGHT REQUIRED. c� LL b 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY c WELDED.UJ TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS. _..»... _......... 1 SECTION VIEWS OXXO & GLAZING DETAIL -..2 SECTION VIEWS OXO & XO-.........-....... .... ...... 3 EXTRUSIONS & B.O.M...... _........... ............ _...... 4 ANCHOR SCHEDULE & NOTES ... _._......... _........ 5 INSTALLATION DETAILS ._- ........... ........ ......... 6 �J A—J 6 1 IQ v GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING DETAIL: (SEE SHEET 2) 3. APPROVED CONFIGURATIONS: 'OXxO','OXO','XO','OX' 96' 8900 PVC MAX UNIT WIDTH SLIDING GLASS 48 7/B' DOOR - IMPACT MAX OXO 145-13/16" x 96" PANEL WIDTH LARGE MISSILE IMPACT OXXO 1 191-1/8" x 96" +/-60 PSF LARGE MISSILE IMPACT 41 3H' n INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300.04. I GLASS 6, olo 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE 4Alc — 1N1T a DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL 'EIGHT o 0 0 WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR E O X PANEL HEIGHT 86 GLASS a O7 DLO GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING DETAIL: (SEE SHEET 2) 3. APPROVED CONFIGURATIONS: 'OXxO','OXO','XO','OX' 9mmmcd E. �,A FLORIDA 1900 SW 14TH AVE. W W W CFLORI34474 8900 PVC 4. DESIGN PRESSURES: SLIDING GLASS -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR - IMPACT TABLES ASTM E-1300.04. OXO 145-13/16" x 96" -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER LARGE MISSILE IMPACT OXXO 1 191-1/8" x 96" +/-60 PSF LARGE MISSILE IMPACT .n n INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300.04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE a a DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL o 0 0 WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. W O7 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. c� LL 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED.UJ ¢ O ¢ 8. SERIES / MODEL DESIGNATION: SGO.8900. a c a W W Q 9 THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a a X -OPERABLE SASH, O -FIXED SASH. o o. a O 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. rpu 11 evcAi weep ei nT _ I JA . I.1 !Y`ATcn A- COMA pnTU rune m < Z Lucas A. Tumer 2015-04-20 E 12:30-04:00 CONFIG. MAX. UNIT SIZE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING XO 96" x 96" 48-7/8"x 93-1/2" 1 +/-60 PSF LARGE MISSILE IMPACT OXO 145-13/16" x 96" +/-60 PSF LARGE MISSILE IMPACT OXXO 1 191-1/8" x 96" +/-60 PSF LARGE MISSILE IMPACT �P��py.10RE1y O No 5820 7-,-7- 4/3/2015 LUCAS A. TURNER, P.E. FL PE M 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 06/03/08 CWS -298 B E: SHEET 1:33.33 1 OF6 Quimma 5 18 6 4 7 1 t SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CW S.CC 13 ❑ 8900 PVC SLIDING GLASS 01900 6 DOOR - IMPACT ❑ ❑ �� ll �a o 0 r W m 1 1 6 4 19 2 9 1 O Z SECTION B -B iv RZW 1 V OVERALL a d 1 a 3/16- TEMPERED W w 318- AIRSPACEIL f o U o W 2 111 11\a _ 7/16- LAMINATED GLASS t 1 31 ANNEALED GLASS Z4 "S, 6S��OSOPLASTINTERLAYERff yEAL iS PAIR OF ANCHORS AT EACH CLIP. ANNEALED DGLA PyCE .......... l 1 FOR : No 58201 :'P LTJ 13 SEE SHT 6 SPACING .r = ro CC �s STATE OF 33 ❑ �� t P nFECT G 2WE "W p 13116* GLASS SITE 4/3/2015 r6 Trl t3 SECTION C -C LUCAS A. TURNER, P.E. 30 J t FIXED PANEL ATTACHMENT FL PE 0 58201 r 1 1239 JABARA AVE. NORTH PORT, FL 34288 II 4 PH. 941-380-1574 3 J — - I t4 1p NOTE: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRIPTION WATER INFILTRATION RESISTANCE IStM REWIRED. SECTION VIEWS - OXXO b 0.In 14 AND GLAZING DETAIL 31 1 O C05� � DRAWNADE DATE.06103/08 111JJJ lll��� Owo c REv.: 3 15 1:1.33 C,WS-298 B SCALE: SHEET 1:2.63 2 OF 6 Commis 1900 SW.44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8900 PVC SLIDING GLASS Tr ❑ DOOR - IMPACT E ❑ !2 N 8 o O O W m U) LL� O 2 9 19 4 6 0 1 ¢ Q O Lu W SECTION D-0 w w aU[ W a a � O O] Q 0 5 18 13 Q 4 7 '�•'L�: : ; •. .Ji •: No 58201 ro* 90� STATE O* 0• 9 iFS�<OR1mm 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. 1 6 4 19 2 NORTH PORT, FL 34288 PH. 941-380.1574 SECTION E -E SHEET OEMRWTM' SECTION VIEWS - OXO AND XO/OX DRAWN 8Y: OATE• NOTES; ADE 06/03/08 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 O D #. REV.: 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS -298 B E: SHEET 1:2.63 3 OF 6 IS PVC ASTRAGAL - 6043 515116' 1dd L PVC OUTER FRAME - 6042 3 171W O4 5 3 9/16 3 PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033 t/r — r 21/16• d 6 33/16' 1/16' 31/16' 2SW 1/8' � 1/16' D PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP - 4295 FIXED PNL COVER -1597 31 4" 1/16• 8 .L PVC SCREEN ADAPTOR - 6045 Ire• 43W 11 PVC SCREEN CHANNEL - 6044 2 11/16' 2 lr 1/16• t� 13116' L1/16• I ROLLER TRACK - 1930 SILL THRESH COVER -1764 2 /163 z tt•L16 PVC TRACK FILLER - 6040 21/16' Ir l lre 3 FIXED PNL SUPPORT - 1722 REINF. - 1726 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. FRAME CONSTRUCTION FRAME CORNERS SCREWED TOGETHER 1:10 VENT CONSTRUCTION VENTS FULLY WELDED 1:10 Ll 21 1 15116' 1/8' 1/I6' REINF. - 1775 HIGHRISE - 1737 y4. r 13/4' PVC WELD SUPPORT - 6046 30 1 lre' L 1/16' PVC GLAZING BEAD - 6037 518' 9/16' 1 1/16' PVC SCREEN TRACK - 6041 WINDOW SYSTEMS 0 1900 SW 44TH AVE OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT maZ �•�•P. ... E IV S'T;iRiii C: • No 58201 •?�� 29 6TATE OF 2�w i ,,,��SS�ONA' Ea••••. 4/3/2015 LUCAS A. TURNER, P.E. FL PE U 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380.1574 BOM AND EXTRUSIONS ADE 06/03/08 /G I: FIEV.: CWS -298 B E: SHEET 12 40F6 V MAX — rryp) 8' --i 12: MAX O.C. G1Ypt P1 I mvi rt e• (1YP) 4' (TYP) I 16' MAX O.C. RYP) 1 VG 1: REV.: CWS -298 8 • SHEET i 5OF6 I I ANCHOR LAYOUT NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4-. USE SHIMS WHERE SPACE GREATER THAN 1/16- IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE I. SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT 00 NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2- FOR MASONRY, 1' FOR WOOD AND METAL 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS). vr�sTsr>EMs 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS CC 8900 PVC SLIDING GLASS DOOR - IMPACT U T LL r o S W W 4 , o F a 6 ZZ 4/3/2015 LUCAS A. TURNER, P.E. FL PE M 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941380.1574 ANCHOR SCHEDULE NOTES ADE 06/03/08 VG 1: REV.: CWS -298 8 • SHEET 120 5OF6 TYPICAL HEAD ANCHORAGE 2 7/16' MIN. MIN. EDGE DIST. I I SEE TABLE 1 SUBSTRATE BY OTHE�NOF37 MIN. EMBEDMENT SEE TABLE I SEE TABLE I PERIMETER SEALANT ❑ � 1/4' MAX SHIM BYINSTALLER INSIDE AND OUT INTERIOR INSTALLATION ANCHOR SEE TABLE 1 SEALANT BETWEEN SILL RISER AND FRAME PERIMETER SEALANT m 00 BY INSTALLER 1/4' MAX SHIM SUBSTRATE TYPE INSMl IDE AND OUT SEE TABLE 1 CONCRETE (2.0 KSI MIN.) OO NOT COVER 1' w WEEP HOLES 3/16' ELCO ULTRACON 1.3/4' 1' HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) MIN EMBEOMEN 1' 3' SEE TABLE I SUBSTRATE BY OTHERS m2m, 2.1/2 SEE TABLE 1 3/16' ITW TAPCON WW SEALANTUNDER SCREW 2XMIN. SOUTHERN PINE (G-0.55) MIN. EDGE DIST. HEAD BY INSTALLER MIN. SEE TABLE 1 010.16 HILTI KWIK-FLEXOR ITV/ A VERTICAL SECTION 0 6 TYPICAL SILL ANCHORAGE THRU 0.060' 1/4' MAX SHIM INTERIOR MIN. EMBEDMENT SEE TABLE 1 MIN. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT 11211160J r ZZ Z3 � flu MIN. EDGE DIST. �. 1/4' MAX SHIM SUBSTRATE TYPE 2 SEE TABLE 1 CONCRETE (2.0 KSI MIN.) 3/16' ITW TAPCON 1' w / 3/16' ELCO ULTRACON 1.3/4' 1' HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) PERIMETER SEALANT BY INSTALLER J INSIDE AND OUT 1' 3' HOLLOW OR GROUT -FILLED CMU (ASTM C-90) m iZ $ SUBSTRATE BY OTHERS 2.1/2 2X MIN, SOUTHERN PINE (G-0.55) 3/16' ITW TAPCON WW SEE TABLE 1 2XMIN. SOUTHERN PINE (G-0.55) N10 WOOD SCREW 1.3/8'1. d d 16 GAUGE (0.060') MIN. STEEL STUD 010.16 HILTI KWIK-FLEXOR ITV/ FULLTHREAD 0 B HORIZONTAL SECTION THRU 0.060' 7/16, 1/W ALUM. (6063-T5 MIN.) OR Lu W 6 TYPICAL JAMB ANCHORAGE 1/8- STEEL (33 KSI MIN.) DRILLING SCREW p o 7/16, FIXED PANEL CUP ANCHORS INTO: d 7 TABLE 1: APPROVED INSTALLATION FASTENERS �. 1/4' MAX SHIM SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE 01ST. CONCRETE (2.0 KSI MIN.) 3/16' ITW TAPCON 1' 3' CONCRETE (2.85 KSI MIN.) 3/16' ELCO ULTRACON 1.3/4' 1' HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16' ITW TAPCON 1' 3' HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1-1/4' 2.1/2 2X MIN, SOUTHERN PINE (G-0.55) 3/16' ITW TAPCON 1.3/8'1' 2XMIN. SOUTHERN PINE (G-0.55) N10 WOOD SCREW 1.3/8'1. 16 GAUGE (0.060') MIN. STEEL STUD 010.16 HILTI KWIK-FLEXOR ITV/ FULLTHREAD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060' 7/16, 1/W ALUM. (6063-T5 MIN.) OR 010 GRADE 5 SELF -TAPPING / FULL THREAD 1/8- STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125' 7/16, FIXED PANEL CUP ANCHORS INTO: CONCRETE (2.0 KSI MIN.) OR 3/16' ITN TAPCON 1' 3' HOLLOW OR GROUT -FILLED CMU (117 PCF MIN. FIXED PANEL CUP ANCHORS UNTO: CONCRETE (2.85 KSI MIN.) OR 3/16' ELCO ULTRACON HOLLOW OR GROUT -FILLED CMU ASTM C-90 12 t7 MAX O.0 LZ FIXED PANEL CUP CLIP ANCHORS MUST BE LOCATED A MINIMUM DISTANCE OF T AWAY FROM ANY MAIN FRAME ANCHOR INSTALLATION ANCHOR (TYP) C HORIZONTAL SECTION FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1. INSTALLATION ANCHOR SEE TABLE 1 TWO ANCHORS PER FIXED CUP THROUGH PRE-ORILLED HOLES �. 1/4' MAX SHIM :J FIXED PANEL MIN. EMBEDMENT SEE TABLE 1 y 7___ __7 Z so !:7— FIXED ANEL EDGE DIST SEE TABLE 1 X� 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS LAWN BY: GATE: ADE 06/03/08 V677- WEPT - CWS -298 E .CWS -298 B SHEET 1:2.67 6 OF 6 r SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida �Product l � USER: PublicicUser user as °�• rm Product Approval Menu > Product or Application Search > Aooliration Llst > Application Detail FL # FI -11103-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies 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 Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ; • Validation Checklist - Hardcopy Received Certificate of Independence FL11103 R2 COI EvalReD CWS -2988 (SGD-8900. IMP).Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code 'Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 I FL * i Model, Number or Name i Description i 11103.1 1 SGD-8900 PVC Sliding Glass Door. I SGD-8900 PVC Sliding Glass Door. Umits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, DP = +/- 60 psf, Max. panel size 4'x 8'. Config. include OXXO, OXO, OX, XO. Glass complies to ASTM E1300-04. Installation Instructions FL11103 R2 II CWS -298B (SGD-8900. IMP).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL11103 R2 AE DuPont SGP NOA 11-0624 02.Ddf FL11103 R2 AE EvalReo CWS -298B (SGD-8900. IMP).odf FL11103 R2 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes Back No -t Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statemen[ :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic 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 It they have one. The smalls 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 dick htre . Product Approval Accepts: ® ©i Credit Card Safe REV?mmpnow I — I - A ADDED EDGE DISTANCES I11/05/14 I R.L. B REVISED SIDELITE INSTALLATION DETAILS I05/12/15 RL. NOTES: 143 1/8- MAXIMUM FRAME WIDTH 36 5/8- 105 7/8' MAX 21'34 1/2' MAX SIDELITE D.L.O. PANEL WIDTH WIDTH THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1. 2 ELEVATION AND NOTES REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. S. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. 5 UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 5 FOR GLASS DETAILS. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR FHIS PRODUCT IN WIND BORNE DEBRIS REGIONS `\ FRAME JAMB AND HLAf1 MATERIAL: CO—EXTRUDED PVC FOAM 1 1/2' THICK 41 1/2' FRAME SILL MATERIAL: CO—EXTRUDED PVC FOAM 2" THICK WITH ALUMINUM CLADDING. 063 - THICK. 8. DOOR PANEL AND SIDELITE MATERIAL .075' THICK FIBERGLASS SKIN WITH PVI FOAM TOP AND BOTTOM RAILS. AND PVC FOAM VERTICAL STILES WITH PINE REINFORCEMENTS AND POLYURETHANE FOAM CORE. 79' APPROVED CONFIGURATIONS: U. X. OX. XO, XX, OXO, XXO. OXX AND OXYO. SEE SHECT 2 10. / MAX DLO HEIGHT y 93 5/16' MAX PANEL HEIGHT /2" FIXED ACT{VE IIV TIV I P 'ED AME:GH I LT _ _JL REV?mmpnow I — I - A ADDED EDGE DISTANCES I11/05/14 I R.L. B REVISED SIDELITE INSTALLATION DETAILS I05/12/15 RL. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1. 2 ELEVATION AND NOTES REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. S. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. 5 UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 5 FOR GLASS DETAILS. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR FHIS PRODUCT IN WIND BORNE DEBRIS REGIONS 6. FRAME JAMB AND HLAf1 MATERIAL: CO—EXTRUDED PVC FOAM 1 1/2' THICK 41 1/2' FRAME SILL MATERIAL: CO—EXTRUDED PVC FOAM 2" THICK WITH ALUMINUM CLADDING. 063 - THICK. 8. DOOR PANEL AND SIDELITE MATERIAL .075' THICK FIBERGLASS SKIN WITH PVI FOAM TOP AND BOTTOM RAILS. AND PVC FOAM VERTICAL STILES WITH PINE REINFORCEMENTS AND POLYURETHANE FOAM CORE. 9. APPROVED CONFIGURATIONS: U. X. OX. XO, XX, OXO, XXO. OXX AND OXYO. SEE SHECT 2 10. HINGES LOCATED AT 8", .33 1/2, 59 AND 84 1/7' FROM BOTTOM OF PANEL SERIES SLPS 8'0 HEIGHT OUT -SWING PATIO DOOR. W/ SID_ELITES EXTERIOR VIEW DESIGN PRESSURE RA TING IMPACT RATING t50.OPSF LARGE AND SMALL MISSILE IMP4CT MISSILE LEVEL D. 110ND ZONE 4 NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 SERIES SLIPS 8'0" HEIGHT OS PATIO DOOR FIBERGLASS SIDE HINGED DOOR W/ SIDELITES ELEVATION AND NOTES V.L. 1 08-02135 WAS NTS OA'E 07/11/13 1 SMEs 1 OF 9 SIGNED: 05/12/2015 ENS�"�5�= .1r• o S ••+�_ DT OFOR NAL1E��v TABLE OF CONTENTS SHEET NO DESCRIPTION 1. 2 ELEVATION AND NOTES 3, 4 ANCHORING LAYOUTS 5 — 9 INSTALLATION DETAILS NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 SERIES SLIPS 8'0" HEIGHT OS PATIO DOOR FIBERGLASS SIDE HINGED DOOR W/ SIDELITES ELEVATION AND NOTES V.L. 1 08-02135 WAS NTS OA'E 07/11/13 1 SMEs 1 OF 9 SIGNED: 05/12/2015 ENS�"�5�= .1r• o S ••+�_ DT OFOR NAL1E��v 95 95 DOUBLE W/SIDELITE _—EX MOR VIEW _ -- 10d 1/2"--- F::!: 71 1/4" ! .;; 5/E" 105 7/8- 1/2' 1 FIXED ACTIVE ACTIVE DOUBLE W/SIDELITE _—EX MOR VIEW _ -- 10d 1/2"--- F::!: 71 1/4" ! .;; 5/E" SINGLE W/SIDELITEM( ULL) EXTERIOR VIEW NOTE: ALL APPROVED CONFIGURATIONS ARE SHOWN AS LEFT HAND ACTIVE_, RIGHT HAND ACTNE IS ALSO APPROVED. 4 108 9/16' 71 5/16'�{— 36 5/71 1 1/2" \ i ' ACTIVE INACTIVE FIXED FIXED ACTIVE FfXED SINGLE W/SIDELITEM( ULL) EXTERIOR VIEW NOTE: ALL APPROVED CONFIGURATIONS ARE SHOWN AS LEFT HAND ACTIVE_, RIGHT HAND ACTNE IS ALSO APPROVED. 4 108 9/16' 71 5/16'�{— 36 5/71 71 5/16" DOUBLE W/SIDEWE (MULL) DOUBLE EXTERrOR VIEW ZXTERIOR VIFK' I- — 71 1/4" --I iy / \ FIXED ACTIVE SINGLE W/SIDELITE EXTERIOR VIEW REVISKM REV DESCRr110N GATE APPROKo A ADDED EDGE DISTANCES 11/05/14 R.L. B REVISED SIDEUTE INSTALLATION DETAILS 05/12/15 1 R.L 72 7 /a" ---- -E -4— 55 5/3 --I I- ;6 5/8" -1 I i I � III I ACTIV FIXED ACTIVE SINGLE W/SIDELITE (MULL) SINGLE EXTERIOP.VIEW EXIERIORWEW NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 SERIES SLPS 8'O' HEIGHT OS PATIO DOOR FIBERGLASS SIDE HINGED DOOR W/ SIDELITES APPROVED ELEVATIONS V.L. 1 08-02135 Se-"` NTS 5" 07/11/13 -- 2 OF 9 SIGNED: 05/12/2015 \ i ' ACTIVE INACTIVE FIXED 71 5/16" DOUBLE W/SIDEWE (MULL) DOUBLE EXTERrOR VIEW ZXTERIOR VIFK' I- — 71 1/4" --I iy / \ FIXED ACTIVE SINGLE W/SIDELITE EXTERIOR VIEW REVISKM REV DESCRr110N GATE APPROKo A ADDED EDGE DISTANCES 11/05/14 R.L. B REVISED SIDEUTE INSTALLATION DETAILS 05/12/15 1 R.L 72 7 /a" ---- -E -4— 55 5/3 --I I- ;6 5/8" -1 I i I � III I ACTIV FIXED ACTIVE SINGLE W/SIDELITE (MULL) SINGLE EXTERIOP.VIEW EXIERIORWEW NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 SERIES SLPS 8'O' HEIGHT OS PATIO DOOR FIBERGLASS SIDE HINGED DOOR W/ SIDELITES APPROVED ELEVATIONS V.L. 1 08-02135 Se-"` NTS 5" 07/11/13 -- 2 OF 9 SIGNED: 05/12/2015 ANCHORING LAYOUT 4" MAX REMSKWS DDi'1EP110N GR APPROWU A ADDED EDCE DISTANCES 1 11/05/1• R.L. B REVISED SIDELRE INSTALLATION DETAILS 05/12/15 R.L ANCHORING NOTES: 1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 2) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION DETAILS 3) FOR ANCHORING INTO 2X BUCK OR WOOD FRAMING USE #10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION DETAILS. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0 42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER) NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON. TX 77029 SERIES SLPS 8'0" HEIGHT OS PATIO DOOR FIBERGLASS SIDE HINGED DOOR W/ SIDELITES ANCHORING LAYOUT DRAWN m 40 V.L. 1 08-02135 ='a NTS "'TE 07/11/13 ISIIEF.73 OF 9 SIGNED: 051122015 35 11/16" 34 5/8- 8" MAX MAX 4' 1 M 4" MAX 4" MAX 4" 4" 4" MAX MAX MAX MAX 4" MAX 5" MAX 3' MAX _MAX. 19" MAX O.C. 19" MAX O.C. 22 MA O.0 4" MAX 6" 5" MAX MAX MAX MAX 6" MAX L 5. 5. MAX MAXL 5. MAX 9" MAX ANCHORING LAYOUT 4" MAX REMSKWS DDi'1EP110N GR APPROWU A ADDED EDCE DISTANCES 1 11/05/1• R.L. B REVISED SIDELRE INSTALLATION DETAILS 05/12/15 R.L ANCHORING NOTES: 1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 2) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION DETAILS 3) FOR ANCHORING INTO 2X BUCK OR WOOD FRAMING USE #10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION DETAILS. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0 42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER) NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON. TX 77029 SERIES SLPS 8'0" HEIGHT OS PATIO DOOR FIBERGLASS SIDE HINGED DOOR W/ SIDELITES ANCHORING LAYOUT DRAWN m 40 V.L. 1 08-02135 ='a NTS "'TE 07/11/13 ISIIEF.73 OF 9 SIGNED: 051122015 4� 22' MAX. 0 C. I 34 /8- 4- B 5' , 5' — 4- — �r4- a _ 22' 19' 19' MAX. O.C. MAX. O.0 MAX O.C. L_ i-- villa __ v a REVSWNS REV DESCNIPI41n CITE AWRII L 2 1/2" A ADDED EDGE DISTANCES 11/05/14 R.L. r 5" 9 REVISED SIDEIITE INSTALLATION DETAILS 05/12/15 R.L. 4 4 — — �16• —I F� C 5. I � 5' —I L6. 5' --I 5' --I 'r 5' 9 ANCHORING LAYOUT FOR OY - XXO AND OXX ANCHORING LAYOUT FOR OXO, XXO AND OXY. (MULL) 27 MAX F- 34 /8 4 4" l— 8989 NORTH LOOP EAST ' HOUSTON, TX 77029 O.0 1 SERIES SLPS 8'0" HEIGHT OS PATIO DOOR _ *• 0 = FIBERGLASS SIDE HINGED DOOR W/ SIDELITES 41 ANCHORING LAYOUTS 16" A I- i 5" -iH D"WW s. 8t719 2 1/2' r4"- 53' M.4X.20.C. MAX 90.0 1 L— I 6" 5" ANCHORING LAYOUT FOR XX. OX AND XO v e IF -----II- 9' ANCHORING LAYOUT FOR OX AND XO !MULL) 4 1 22' MAX. O.C. I — 5' 1 6- --i F- -I F- 6 - ANCHORING LAYOUT FOR X SIGNED: OS/12r101S NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST \���J�S R' LO�ii��i HOUSTON, TX 77029 ` r.•.�GENs�'��y SERIES SLPS 8'0" HEIGHT OS PATIO DOOR _ *• 0 = FIBERGLASS SIDE HINGED DOOR W/ SIDELITES rev* ANCHORING LAYOUTS E ;tum �p,A• TAT OF D"WW I>we xv �'2s A� OR 10 08-02135 B �i����NAL1E���� SCALE NTS °"E 07/11/13 SHEE'4 OF 9 KEEPER EXTERIOR HEAD KEEPER DETAIL KEEPER AML PICAU 19 x 7/8* SCREW 19 x 7/8' SCREW o d v 110 x 2- SMS 010 x 7,'8* SMS EXTERIOR 110 x 2- SMS SI!.L KEEPER DETAIL 110 x 7/9' SMS 5 7/8' OUTSWING DOORSILL DETAIL GLAZING DETAIL HINGE INSTALLATION DETAIL 110x2'' SMS S fAINLF.SS STEEL CONNECTION PLATE (8) 11oX1- SOUARE DRIVE SCREWS HARDWARE SCHEDULE A. (3) 4- BUTT HINGE B. 2 POINT LOCK SYSTEM C. RIGID PVC ASTRAGAL WITH ALUMINUM REINFORCEMENT I. -t FT FRAME - RICHT FPAME FRAME CONNECTION DETAIL SIGNED: 0511212015 I • R' LO,y�i��� REV `���J�S *,. GEN,p�•�,y+ RTAS ONS ` ,, 0 DFSCRVICN SIDE HINGED DOOR W/ SIDELITES6T�INSTALLATION DATE APPR04D DETAILS p AT 1/8- TEMP ore x+0 A ADDED EDGE DISTANCES 11/05/14 R.L B .090 PVB BY DUPON1 B REVISED SIDEUTE INSTALLATION DETAILS 05/12/15 R.I. 1/8- TEMP 1/8- TEMP MULLION COVER ALUMINUM MULLION EXTERIOR INTERIOR STAINLESS —1 STEEL :�• 110X2 -1/2 - SPACER ::..• •: SOUARE DRIVE SYSTEM1/2' BRE SCREWS A71- 110 X 1SCREW SEE SHEET 3 FOR LOCATIONS DOW 995 SILICONE GLAZING BEAD zt!25Q\t I \' 1 I . iP o d v 110 x 2- SMS 010 x 7,'8* SMS EXTERIOR 110 x 2- SMS SI!.L KEEPER DETAIL 110 x 7/9' SMS 5 7/8' OUTSWING DOORSILL DETAIL GLAZING DETAIL HINGE INSTALLATION DETAIL 110x2'' SMS S fAINLF.SS STEEL CONNECTION PLATE (8) 11oX1- SOUARE DRIVE SCREWS HARDWARE SCHEDULE A. (3) 4- BUTT HINGE B. 2 POINT LOCK SYSTEM C. RIGID PVC ASTRAGAL WITH ALUMINUM REINFORCEMENT I. -t FT FRAME - RICHT FPAME FRAME CONNECTION DETAIL SIGNED: 0511212015 NAN YA PLASTICS CORP. USA R' LO,y�i��� 8989 NORTH LOOP EAST HOUSTON. TX 77029 `���J�S *,. GEN,p�•�,y+ ` ,, 0 SERIES SLPS 8'0" HEIGHT OS PATIO DOOR=*• SIDE HINGED DOOR W/ SIDELITES6T�INSTALLATION POFFIBERGLASS DETAILS p AT urtwwH ore x+0 RD%�'�►S:20R10T; 08 B WALE NTS OA1t 07/11/13 s""'55OF 9 MASONRY/ 2 1/Y MIN EDGE DISTANCE nr"sows REV DLScmp om DATE AnaRv+ro CONCRETE BY OTHERS A ADDED EDGE DISTANCES 11/05/14 R.L. • . 0 REVISED SIDEUTE INSTALLATION DETAILS 05/12/15 R.L. 1X BUCK tl s ' 1 1/4' MIN OPTIONAL '4 EMBEDMENT SEE SHEET 1 1/4' MAX 1 1/4' MIN SHIM SPACE EMBEDMENT BACKER ROD AND APPROVED SEALANT BY 1/4' OTHERS,. MAX • SHIM SPACE 2 1/2' • MIN EDGE 3/16' TAPCON DISTANCE INTERIOR 0 3/16" TAPCON TL 1X BUCK OPTIONAL SEE SHEET I EXTERIOR INTERIOR a EXTERIOR �. • �� MASONRY/CONCRETE BY OTHERS DOOR HORIZONTAL CROSS SECTION BACKER ROD MASONRY -CONCRETE INSTALLATION AND APPROVED SEALANT BY OTHERS r— 3/16' TAPCON NOTES - SILL TO BE SET 1 INTERIOR AND EXTERIOR FINISHES. BY OTHERS, IN BED OF NOT SHOWN FOR CLARITY. APPROVED 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEALANT DESK NED IN ACCORDANCE WITH ASTM E2112 MASONRY/ 4 ,—� SIGNED: 05/12)2015 CONCRETE .4 4 4 1 1/4' MIN BY OTHERS '• EMBEDMENT NAN Y ORP. USA �IL10�,'� \EAST`\\J\51R 8989LNORTHICOOP 77029 �� HOUSTON, TX ` �,••��GENy�..�1 2 1/2' EDGE DISTANCE MIN SERIES SLPS 8'0" HEIGHT OS PATIO DOOR � *•VATOPOF FIBERGLASS SIDE HINGED DOOR W/ SIDELITES INSTALLATION DETAILS DOOR VERTICAL CROSS SECTION auwH. DwD "0 R[v �i��'�►s AkoRdi" 6� ��` MASONRYA:ONCRETEINSTALLATION 08-0021135 B iii/S/0NA11Ea\\'� VALE w1E NTS 07/11/13 6 OF 9 EXTERIOR INTERIOR #10 x 2 1/2" SCREWS LOCATED 6" FROM EACH CORNER. AND AT PANEL CENTEP SILL TO BE SET -\ IN BEL) OF ED •� O U O APPROVED ° • , • • ° I 1/3' MIN. EVPEDMENT _2 1/2" MIN EDGE DISTANCE SIDELITE VERTICAL CROSS SECTION MASONRYA"ONCRETE INSTALLATION MASONRY/CONCRETE BY OTHERS 3/16" TAPCON REVWNS ocscRl7Ra+ DATE APORMD ADDED EDGE DISTANCES 11/05/14 R.L. REVISED SIDELITE INSTALLATION DETAILS 05/12/15 R.L. 1/4" MAX SHIM SPACE 110 x 2 1/2- -"\ INTERIOR SCREW; LOCATED 4" FROM. FACH CORNER � AND 26 7/8" MAX 12 U.C. THFRLAFTEP. \ EXTERIOR SIDELITE HORIZONTAL CROSS SECTION 1 1/4" MIN. EMBEDMENT • 2 1/2" MIN. EDGE • DISTANCE •' ' 3/16" TAPCON MASONRY/CONCRETE BY OTHERS l\� 1X BUCK OOTIONAL SEE SHEET 1 �- BACKER ROD AND APPROVED MASONRYAANCP.ETE INSTALLATION SEALANT BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 05/12/2015 2 1/2" MIN EDGE DISTANCE MASONRY/ 8989 NORTH LOOP EAST HOUSTON, TX 77029 \`o%IIIIIIIIJ, `!�� k ;i'• l O y- /�� ` �,••��GEN,p� �,11�� I CONCRETE SERIES SLPS 8.0" HEIGHT OS PATIO DOOR 0S FIBERGLASS SIDE HINGED DOOR W/ SIDELITES(�;; BY OTHERS INSTALLATION DETAILS u 4 1 1/4" MIN oec uo Rn ri.IV';20R10' ° EMBEDMENT lx BUCK B /. '/'//111111i► 5ME NTS D"TE 07/11/13 9 OPTIONAL —� SEE SHEET I BACKER ROD AND APPROVED SEALANT BY 1/4" OTHERS MAX J SHIM SPACE #10 x 2 1/2" SCREWS 3/16" TAPCON LOCATED 6" FROM EACH CORNER AND A'. PANEL CENTER EXTERIOR INTERIOR #10 x 2 1/2" SCREWS LOCATED 6" FROM EACH CORNER. AND AT PANEL CENTEP SILL TO BE SET -\ IN BEL) OF ED •� O U O APPROVED ° • , • • ° I 1/3' MIN. EVPEDMENT _2 1/2" MIN EDGE DISTANCE SIDELITE VERTICAL CROSS SECTION MASONRYA"ONCRETE INSTALLATION MASONRY/CONCRETE BY OTHERS 3/16" TAPCON REVWNS ocscRl7Ra+ DATE APORMD ADDED EDGE DISTANCES 11/05/14 R.L. REVISED SIDELITE INSTALLATION DETAILS 05/12/15 R.L. 1/4" MAX SHIM SPACE 110 x 2 1/2- -"\ INTERIOR SCREW; LOCATED 4" FROM. FACH CORNER � AND 26 7/8" MAX 12 U.C. THFRLAFTEP. \ EXTERIOR SIDELITE HORIZONTAL CROSS SECTION 1 1/4" MIN. EMBEDMENT • 2 1/2" MIN. EDGE • DISTANCE •' ' 3/16" TAPCON MASONRY/CONCRETE BY OTHERS l\� 1X BUCK OOTIONAL SEE SHEET 1 �- BACKER ROD AND APPROVED MASONRYAANCP.ETE INSTALLATION SEALANT BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 05/12/2015 NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 \`o%IIIIIIIIJ, `!�� k ;i'• l O y- /�� ` �,••��GEN,p� �,11�� SERIES SLPS 8.0" HEIGHT OS PATIO DOOR 0S FIBERGLASS SIDE HINGED DOOR W/ SIDELITES(�;; INSTALLATION DETAILS ; $j�lTe ow.w. oec uo Rn ri.IV';20R10' 08-021355"EV7OF B /. '/'//111111i► 5ME NTS D"TE 07/11/13 9 REVISIONS DESCRImDN DAZE APPROVED ADDED EDGE DISTANCES 11/05/14 R.L. REVISED SIDEUTE INSTALLATION DETAILS 1 05/12/15 R.L. 1/4- MAX.1 3/8 MIN SHIM SPACE I I EMBEDMENT 1 2X BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED 1/2" MIN EDGE DISTANCE 2X BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO INTERIOR BE PROPERLY SECURED BACKER ROD AND APPROVED SEALANT BY OTHERS �— fit, WOOD SCREW 1 3/8- MIN EMBEDMENT ' q SHIM SPACE #10 WOOD SCREW REVISIONS DESCRImDN DAZE APPROVED ADDED EDGE DISTANCES 11/05/14 R.L. REVISED SIDEUTE INSTALLATION DETAILS 1 05/12/15 R.L. 1/4- MAX.1 3/8 MIN SHIM SPACE I I EMBEDMENT 1 2X BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED y INTERIOR �— fit, WOOD SCREW EXTERIOR INTERIOR q I pISµANcE Et DGE EXTERIOR I BACKER ROD #10 WOOD DOOR HORIZONTAL CROSS SECTION AND APPROVED SCREW 2XBUCW'WOODFRAMINGINSTALLATION SEALANT BY 07HERS SILL TO BE SET NOTES. IN BED OF APPROVED I INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY SEALANT 2. FERIMETER AND JOINT SEALANT BY OTHERS TO BE ' DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 05/12/2015 NAN YA PLASTICS CORP. USA 1R IIL10����i 1 3/8- MIN. EMBEDMENT 8989 NORTH LOOP EAST HOUSTON. TX 77029•��GENSg:-'p `\\\ 5 !\ 4k SERIES SLIPS 8'0" HEIGHT OS PATIO DOOR *FIBERGLASS �►V.-AT SIDE HINGED DOOR W/ SIDELITES�ar�1/2' MIN EDGE DISTANCE R SECTION INSTALLATION DETAILS �":o: DOF ,y` '�►•'i0R10'• D VERTICAL CROSS ORAA�. DRG ND REv 2X BLICKAVOOD FRAMING INSTALLATION V.L. 08-0021135 8 �i�sS'pMAL1Ea�\\\` wa NTS 07/11/13 8 OF _9 1/2" MIN EDGE DISTANCE .BACKER ROD AND APPROVED SEALANT BY OTHERS EXTERIOR INTERIOR Nt0 . 2 i/2' SCRI LOCATED 6" FF EACH CORI AND AT PANEL CQN SILL TO BE SE IN BED C APPP.OVE ,;FAL" 2X BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED 1 3/8" MIN. EMBEDMENT —� 1/4" MAX. SHIM SPACE #10 WOOD SCREW LULL UILIANL,L SIDELITE VERTICAL CROSS SECTION 2X BUCKANOOD FRAMING.INSTALLATKW REVISIONS DESCRIP1gN DATE APPROVED ADDED EDGE DISTANCES 11/05/14 R.L. REVISED SIDELITE INSTALLATION DETAILS 05/12/15 R.L. 1/4" MAX 1 3/8" MIN SHIM SPACE EMBEDMENT #10 0SCREW WOOD 1/2 MIN #10 X 2 1/2" �. EDGE DISTANCE SCREWS LOCATED 4" INTERIOR FROM EACH CORNER AMI) 26 7/8" MAX O C. THEREAFTER 1J 2X BUCK/WOOD FRAMING BY OTHERS, 2X 9UCK TO BE PROPERLY SECURED EXTERIOR BACKER ROD J10 x 2 1/2" SCREWS J SIDELITE HORIZONTAL CROSS SECTION AND APPROVED 2X BUCKAVOOD FRAMING INSTALLATION SEALANT BY OTHERS LOCATED 6" FROM I INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. EACH CORNER 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 AND AT PANEL CENTER NAN YA PLASTICS CORP. USA `�v11T111111///, 8989 NORTH LOOP EAST `��\\5 R L0�/��� HOUSTON, TX 77029 'p EXTERIOR INTERIOR Nt0 . 2 i/2' SCRI LOCATED 6" FF EACH CORI AND AT PANEL CQN SILL TO BE SE IN BED C APPP.OVE ,;FAL" 2X BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED 1 3/8" MIN. EMBEDMENT —� 1/4" MAX. SHIM SPACE #10 WOOD SCREW LULL UILIANL,L SIDELITE VERTICAL CROSS SECTION 2X BUCKANOOD FRAMING.INSTALLATKW REVISIONS DESCRIP1gN DATE APPROVED ADDED EDGE DISTANCES 11/05/14 R.L. REVISED SIDELITE INSTALLATION DETAILS 05/12/15 R.L. 1/4" MAX 1 3/8" MIN SHIM SPACE EMBEDMENT #10 0SCREW WOOD 1/2 MIN #10 X 2 1/2" �. EDGE DISTANCE SCREWS LOCATED 4" INTERIOR FROM EACH CORNER AMI) 26 7/8" MAX O C. THEREAFTER 1J 2X BUCK/WOOD FRAMING BY OTHERS, 2X 9UCK TO BE PROPERLY SECURED EXTERIOR BACKER ROD SIDELITE HORIZONTAL CROSS SECTION AND APPROVED 2X BUCKAVOOD FRAMING INSTALLATION SEALANT BY OTHERS NOTES: I INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 05/12/2015 NAN YA PLASTICS CORP. USA `�v11T111111///, 8989 NORTH LOOP EAST `��\\5 R L0�/��� HOUSTON, TX 77029 'p SERIES SLPS 8'0" HEIGHT OS PATIO DOOR *• 0 5 1t = SERIES FIBERGLASS SIDE HINGED DOOR W/ SIDELITES - - INSTALLATION DETAILS �pO T OF ;�[14y DRAWN• owC Nu ',�S� ORIO aO\r\�� 08-02135 B ��//111111110\' SCALE NTS O"'E 07/11/13 SNE" 9 OF 9 8rymis Florida Suilding Code Online FIOp(p0.nQpnRTNONTaP Usiness ions ; a� .,�� t. r,� - � ,• -- - �.•5_`- - ``s�, ^•ur?jx- d .�';� ,v. (' . R6PR•NfN-'E'. „tgour,odruoepR ory ls�or+s rrouracr oFrcM Depirnentof SCIS Home Log I- User Registration �Wt Topics Su�mlt Surcharge Stats Facts Publecabons FSC Staff BCJS Site Mp Links Search r.i Busines Professional Regulation Lcn:.e rl5urnay �Product Approval Menu > Product orApplication FL 1r FL14752-R4 Application Type Revision Code Version 2014 Application Status Validated Comments Archived Product Manufacturer Nan Ya Plastics Corporation USA Address/Phone/Email 8989 North Loop East Houston, TX 77029 (713) 674-7822 Ext 105 alen96@yahoo.com.tw Authorized Signature RUSKIN WU alen96@yahoo.com.tw Technical Representative Ruskin Wu Address/Phone/Email 8989 North Loop East Houston, TY. 77029-1217 (713) 671-7822 Ext 105 ajon96@yahoo.com.tw Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard YAK AAMA/NWWDA 101/I.S.2 1997 AAMA/WDMA 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1806 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 httplMoridabulldrg.org/pr/pr_app M.aspx7param=wGEVXOMDquethxW4GVzXDOVAJSeDLsJ%2bFVOYIJxOV5m5nt*iTsavw%3d%3d 1/6 6r3Um15 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Summary of Products Go to Page 0 Florida Buildirg Code Online Method 1 Option A 06/10/2015 06/24/2015 0 0 Page 1/ 2 0 0 FL it Model, Number or Name -� Description 14752.1 12080 SLPS Outswing Patio Door 12080 SUPS Outswing Patio Door - Impact Umits of Use Certification Agency Certificate i Approved for use In HVHZ: No FL14752 R4 C CAC N1011029.01-Rl.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: +50/-50 Installation Instructions Other: FL14752 R4 II 08-02135B.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 512849B.odf Created by Independent Third Party: Yes 14752.2 8' Distinction Inswing Fiberglass 8' Distinction Inswing Fiberglass Glazed Patio Door w/ & w/o Glazed Patio Door Sidelites - Impact Umits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14752 R4 C CAC NI010022-Rl.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2016 Design Pressure: N/A Installation Instructions Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL14752 R4 II 08-C0977B.Ddf PRESSURE RATINGS. Verified By: Luis R. Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 511538A.odf Created by Independent Third Party: Yes 14752.3 8' Distinction Inswing Fiberglass 8' Distinction Inswing Fiberglass Opaque Patio Door w/ & w/o I Opaque Patio Door Sidelites - Impact Umits of Use Certification Agency Certificate !+ Approved for use in HVHZ: No FL14752 R4 C CAC N1010022-111.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2016 Design Pressure: N/A Installation Instructions Other. REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL14752 R4 II 08-00978B.pdf PRESSURE RATINGS. Verified By: Luis R Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 511539B.Ddf Created by Independent Third Party: Yes 14752.4 IN -SWING ENTRANCE DOOR IN -SWING ENTRANCE DOOR WITH SIDELITES - SLPS Umits of Use Certification Agency Certificate Approved for use in HVHZ: No , FL14752 R4 C CAC NI011075.02-Rl.odf Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2016 Design Pressure: +50/-50 Installation Instructions Other. FL14752 R4 II 08-01887B.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 512579C.Ddf Created by Independent Third Party: Yes 14752.5 1N -SWING ENTRANCE DOOR IN -SWING ENTRANCE DOOR WITH AND WITHOUT SIDELITES - SLPS NON -IMPACT, FIBERGLASS CLAD Umits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14752 R4 C CAC NI011058.01-Rl.odf httpJMorldabtilding.orglpr/pr_app o.aspx?param=wGEVXQwiDqueufsxW4GVzXDOVAJseDLsJ%2bFVOYIJxOV5m5nuHTsavw%3d°lo3d 216 &30=5 Florida Eltulding Code Online I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2021 Design Pressure: +60/-60 Installation Instructions Other. UNITS GLAZED WITH SAFETY GLASS PER ASTM FL14752 R4 II 08-01889B.odf i E130D-04. Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports i FL14752 R4 AE 512581C.Ddf Created by Independent Third Party: Yes 14752.6 In -swing Entrance Door with NEUMA IMPACT IN -SWING 12'0 X 6'11 GLAZED, 4 PANEL Sidelites Umits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R4 C CAC NI011075.01.odf Approved for use outside HVHZ: Yes FL14752 R4 C CAC NI011075.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 04/30/2016 Other. Installation Instructions FL14752 R4 II 08-01549B.Ddf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 512195C.Ddf Created by Independent Third Party: Yes 14752.7 In -Swing Fiberglass Clad Entrance NEUMA NON -IMPACT INSWING- 12'0"x6'11", GLAZED, 4 Door w/ and w/o Side!ites Umits of Use PANEL Certification Agency Certificate Approved for use In HVHZ: No FL14752 R4 C GAC N[011057.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2016 I Design Pressure: N/A Installation Instructions Other. REFER TO APPROVAL DOCUMENT FOR DESIGN fl FL14752 R4 11 08-01530B.odf PRESSURES, UNITS GLAZED WITH SAFETY GLASS PE' Verified By: Luis R. Lomas, P.E. 62514 E1300-04. , Created by Independent Third Party: Yes � Evaluation Reports i R4 AE 517171C.hir Created Created by Independent Third Party: Yes _--- — � 147528 OUT -SWING ENTRANCE DOOR _ - I CUT -SWING ENTRANCE DOOR WITH AND WITHOUT Umits of Use SIDEUTES - SLPS, FIBERGLASS CLAD Certification Agency Certificate Approved for use in HVHZ: No EL14752 R4 C CAC N1010690.02-Rl.udf Approved for use outside HVHZ: Yes FL14752 R4 C CAC NI011031.01.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +70/-70 03/31/2016 Other: ( Installation Instructions FL14752 R4 II 08-01888B.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 512580C.Ddf Created by Independent Third Party: Yes 14752.9 OUT -SWING ENTRANCE DOOR OUT -SWING ENTRANCE DOOR WITH AND WITHOUT SIDELITES - SLIPS NON -IMPACT, FIBERGLASS CLAD Certification Agency Certificate Umits of Use Approved for use in HVHZ: No FL14752 R4 C CAC NI011031.01.0df i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +70/-70 03/31/2016 Installation Instructions Other. UNITS GLAZED WITH SAFETY GLASS PER ASTM FL14752 PA 11 08-01891B.Ddf E1300-04. Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 512583C.odf I Created by Independent Third Party: Yes _l 14752.10 Out Swing Entrance Door with and I NEUMA NON -IMPACT OUT -SWING 12'0 X 6'11 GLAZED, 4 j without Sidelites FANEL Certification Agency Certificate -_ Umits of Use Approved for use in HVHZ: No FL14752 R4 C CAC NI011074.01,odf Approved for use outside HVHZ: Yes EL14752 R4 C CAC NI011074.Ddf Impact Resistant: No i Quality Assurance Contract Expiration Date Design Pressure: +70/-70 04/30/2016 Other. UNITS GLAZED WITH SAFETY GLASS PER ASTM Installation Instructions E1300-04. FL14752 R4 II 08-01550D.pd Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes http7/llorid*Ulding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDqueLAxW4GVzXDOVAJseDLsJ%2bFVOYIJx(lV5m5rwHTsavw%3d%3d 3(6 6/3l]Q015 Florida Buildig Code Oriline httpJ/floridabUldlrg.orgfpr/pr_app dtl.aspxlparam=wGEVXOwtDqueufsxVV4C;VzXDOV�41seDLsJ°%2bFVOYIJxOV5m5rwdiTsawv°r63d%3d 4/6 'Evaluation Reports _EL14752 R4 AE 512196C.odf Created by Independent Third Party: Yes 14752.11 Out -Swing Fiberglass Clad Entrance NEUMA NON -IMPACT OUTSWING- 12'0"x6'11", GLAZED, 4 Door w/ and w/o Sidelites PANEL Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 • R4 C CAC NI011031. odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2016 Design Pressure: +70/-70 Installation Instructions Other. UNITS GLAZED WITH SAFETY GLASS PER ASTM FL14752 R4 1I 08-01532C.odf E1300-04. Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 512173D.odf i Created by Independent Third Party: Yes -- 14752.12 — Ou[-Swing Patio Door with Sidelites NEUMA NON -IMPACT OUT -SWING 12'0 X 8'0 GLAZED, 4 PANEL Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI -14752 R4 C CAC NI011076.01.odf Approved for use outside HVHZ: Yes FL14752 R4 C CAC N1011076.odf Impact Resistant: No I Quality Assurance Contract Expiration Date Design Pressure: +70/-70 04/30/2016 Other. UNITS GLAZED WITH SAFETY GLASS PER ASTM Installation Instructions E130D-04. FL14752 R4 II 08-01551B.odf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 512197C.odf Created by Independent Third Party: Yes 14752.13 Outswing Entrance Door w/ & w/out Outswing Entrance Door w/ & w/out Sidelites - Fiberglass 1 Sidelites . clad J Limits of Use Certification Agency Certificate i Approved for use in HVHZ: No FL14752 R4 C CAC N1011687-R3.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/31/2016 Design Pressure: +50/-50 Installation Instructions i Other. FL14752 R4 II 08-023138.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 513070B.odf Created by Independent Third Party: Yes 14752.14 Series " 9'0" x 8'0" Fiberglass I/S NEUMA IMPACT INSWING - 9'0" X 8'0" , GLAZED, 3 PANEL, Glazed Double Door". DP50 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FI.14752 R4 C CAC N1006487A-R7.odf Approved for use outside HVHZ: Yes FI -14752 R4 C CAC N1006487-R5.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 02/28/2018 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Installation Instructions PRESSURES. FL14752 R4 11 08-011658.odf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 511736C.odf Created by Independent Third Party: Yes 14752.15 Series " 9'0" x 8'0" Fiberglass O/S NEUMA IMPACT OUTSWING - 9'0" X 8'0" GLAZED, 3 PANEL Glazed Double Door" DP50 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R4 C CAC NI006486A-R4.odf Approved for use outside HVHZ: Yes FL14752 R4 C CAC NI006486-R4.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 02/28/2018 Other. Installation Instructions R4 11 08-01166C.odf FL14752 Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 511737D.odf Created by Independent Third Party: Yes 14752.16 Series "Distinction Door" I/S I I NEUMA NON -IMPACT INSWING - 12'0" X 8'0" , GLAZED, 4 httpJ/floridabUldlrg.orgfpr/pr_app dtl.aspxlparam=wGEVXOwtDqueufsxVV4C;VzXDOV�41seDLsJ°%2bFVOYIJxOV5m5rwdiTsawv°r63d%3d 4/6 6I36Y2015 Florida Building Code Ordirte Fiberglass Clad Ertry Door I PANEL Umits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other. UNITS GLAZED WITH SAFETY GLASS PER ASTM E1300-04. 14752.17 I Series "Distinction Door" 0/S Fiberglass Clad Entry Door Umits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-70 Other. UNITS GLAZED WITH SAFETY GLASS PER ASTM E1300-04. Certification Agency Certificate FL14752 P,4 C CAC NI006629A-R3.Ddf Quality Assurance Contract Expiration Date 06/30/2018 Installation Instructions FL14752 R4 li 08-00768C.Ddf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE S11303C.Ddf Created by Independent Third Party: Yes NEUMA NON -IMPACT OUTSWING - 12'0" X 8'0" , GLAZED, 4 PANEL Certification Agency Certificate FL14752 R4 C CAC N1006629-R3.odf Quality Assurance Contract Expiration Date 06/30/2018 Installation Instructions FL14752 R4 II 08-00769D.Ddf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 511304D.Ddf Created by Independent Third Party: Yes 14752.18I Series "Nan Ya" 8' I/S Hinged 3/4 I NEUMA IMPACT INSWING - 9'0" X 8'0" , 3/4 GLAZED, 3 PANEL Lite Fiberglass Patio Door Urnits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURES. Certification Agency Certificate FL14752 R4 C CAC N1009842-113.odf Quality Assurance Contract Expiration Date 04/30/2017 Installation Instructions FL14752 R4 II 08-00766D.odf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 511301D.odf Created by Independent Third Party: Yes 14752.19 I Series "Nan Ya" 8'0/S Hinged 3/4 I NEUMA NON -IMPACT OUTSWING - 9'0" X 8'0" , 3/4 GLAZED, i Lite Fiberglass Patio Door 3 PANEL DP50 Umits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM E1300-04. 14752.20 Series "Neuma Classic" I/S & O/S Center Hinged Patio Door Umits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURES. UNITS GLAZED WITH SAFETY GLASS PER ASTM E1300-04. Certification Agency Certificate FL14752 R4 C CAC NI009842A-R3.odf Quality Assurance Contract Expiration Date 01/31/2017 Installation Instructions FL14752 R4 II 08-00767E.Ddf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 511302D.Ddf Created by Independent Third Party: Yes NEUMA CLASSIC INSWING/OUTSWING CENTER HINGED - 6'0" X 6'11" , GLAZED, 2 PANEL Certification Agency Certificate FL14752 R4 C CAC NI09950B-R3.odf Quality Assurance Contract Expiration Date 06/30/2017 Installation Instructions FL14752 R4 II 08-00872C.2df Verified By: Luis Roberto Lomas, RE 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R4 AE 511419E.Ddf Created by Independent Third Party: Yes Go to Page 10 0 Page 1 / 2 • Pack Ncrc Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Upyriaht 2007-2J 13 State of Florida. • Privacy Statement :. Accessibility Statement :: Refund Statement IIMJ/lloridabilding.orgfpr/pr_appM.aspx?param=wGEVXOwlDqueufsxW4GVzXDOVAJseDLsJ%2bFVOYIJxOV5m5nuHTsavw°�3d%3d y6 6I M15 Florida Building Code Oliine Under Florida law, email addresses are public records. If you 00 not want ycur e-mail 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 emalis provided may be used for oHlctal 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. 7o determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: INAM r— REQ_ = %ccority+* Hip://Ilorldablilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgmufsxW4GVzXDWAIseDLsJ%2oFVOYIJxOV5m5rwHTsatnv°�3d%3d 616 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: N1011029.01 -R1 03/29/2012 Structural Nan Ya Plastics 661-1 04/16/2014 To verify that the "Notice of Product Certification" is valid, please visit www. NAM ICertification. coin to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMT if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Nan Ya Plastics Corp. USA/Neuma Doors Series "SLPS 8'0" Height 8989 North Loop East Out -Swing Patio Door" Fiberglass Houston, TX 77029 Side -Hinged Door with Sidelites Configuration: OXXO Glazing: 1G-1/8" Tempered Glass/Laminate-1/8" Tempered Glass/0.090" DuPont PVB Interlayer/1/8" Tempered Glass Frame W-3635mm(143.13") H-2426mm(95.50") Panel: W-876mm(34.50") H-2370mm(93.32") DLO: W-533mm(21.00") H-2007mm(79.00") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-08 Class R-PG50 3635 x 2426 (144 x 96)-SHD ASTM E1886 -02/04/05/E1996-04/06/09 Design Pressure: +50/-50 psf Wind Zone 4 - Missile Level D Quah6rs Confgurauws OiwOwxoiOXO/xxiuxwxxoiwuco Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3798-2 Expiration Date: March 31, 2016 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124/ Fax: (804) 684-5122 REQUIRED INSPECTION SEQUENCE BP# tt.- 4-o&v Address: 1 e9 BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Buildin Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISEID: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description PlumbingUnderground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Ins ection Description Gas Underground Gas Rough Gas Final