The URL can be used to link to this page

Home My WebLink About229 Arbar CirgECEIV►L CITYOF SANFORD 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION D BY� Application No: /6; " 3�J�ff Documented Construction Value: $ i-IL�Ct-1. 00 Job Address: 22� ��(1 r%c)46c� Historic District: Yes ❑ No ❑ Parcel ID: Residential [Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ErRepairEl Demo ❑ Change of Use ❑ Move ❑ Description of Work: fP (4 S UAA L6 Cela SIAA5 (7(4sc baor (56D Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information r Name cSue-( ue() U()t Phone: L( -y1- ZZ( - Z I $S Street: 075 A &" c r Resident of property?: Q.Ine (- City, State Zip: -0 S" a R 2771 t p Contractor Information p Name WJk A60,J LJlJO((J Phone: Lb7 3O -q - /qyy Street: '3a 4 2 6-� k f %�, �o Fax: LIU% - egrlq — Aelb / City, State Zip: /)�s�{ko , �( .3Li([ State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application � /a NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of M Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of lD BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING:17,66 UTILITIES: ..-;k I I ENGINEERING: FIRE: COMMENTS: Revised. June 30, 2015 # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Permit Application :\pplication is hereby made to obtain a permit to do the work and installations as indicated. I•ccrtity that no work or installation has commenced prior to the issuance uta permit ,1nd that all \\ork %\111 he pert6rmed to meet standards of all laws regulating construction in this .jurisdiction. I understand that a separate permit must he secured for electrical work. plumbing, signs. \Felly, pools. furnaces. boilers. heaters, tanks. and air conditioners. etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO-MMENCEMENT iMAY RESULT IN YOUR PAYING TWICE FOR IINIPR()VF.MENTS "f() YOUR PROPERTY. A (NOTICE OF COMMENCEMENT (MUST BE RECORDED AND I't)SI'F.D ON THE JOB SITE IIFFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CO NSUL'T WITtI YOUR LENDER OR AN ;%TTORNEY BEFORE RECORDING YOUR NOTICE OF COIiNIINIENCENIENT. N(7TICE: In addition to the requirements of this permit. there may he additional restrictions applicable to this property that may he found in the public records of this county, and there may he additional permits required from other governmental entities such as water management districts, state agencies, or Icderal agencies. Acceptance of permit is verification that I will notify the owner otthe property oft lie requirements of Florida Lien Law, FS 713. The City of Santord requires payment of a plan review Inc. A copy of the executed contract is required in order to calculate a plan review charge. It the cx\:cuted cl)n!ract is not ;uhmltted. we reserve the rl�,ht to calculate the Man review Ice based on pa:,t permit activity ,cvels. Should c,kulawd chanes e.\ceed the documented construction value \\•hen the executed ccomit-t is submitted. credit will he applied to vimr perinit tees when the permit is released. Int`, K�U�nDIU C u11)NII�f1A gC1U — --- I\.IIC -----' -• • l!:ndl C ,I ("'WrIC4 r: \k":.A �•dC '-- 11rim \vnc iAgent < v,unc 1•nnl \•:Cnl . N,pnc: 1ogna I)olr •� .� ----- SAMANTHA SCHMIDT ""Ry P", SAMANTHA $CHMIDT � o�►ar °�s%�. Notary Public •State of Florida Notary Public • Stale of Florida - Commission # GG 021394 • COMMISSIOn rd GG 021394 ' • • " My Comm. Expires Aug 15, 2020 ;j� p°� My Comm. Expires Aug 15, 2020 "'��•"` Bonded Through National Notary Assn Bonded through N l hymen:\_gent Is _ I'lr�limit \ n �� IU ILII or l �HHI'.KI�K .�eenl 1> l'.r�,on ll\ I\INi\\Il til o or Produced II) —ell, 1'\ PC of II) 11) F\ lit! of I APPROVALS: /ONINtis (elIIII I N61INF :RING: COMMENTS: DIRE: \4••\.SI*F WA 1*1:R: BUILDING. Shall he inxnhal mili II1C l.11r rl .il+plli.tlu+n .Ind 111. i••.,r n, 1 Ill I ' I I :�I rRr�l 1 6•n•Lr �..�lul• •. REV 117.1.1 F'1 -v-, - - REQUIRED INSPECTION SEQUENCE BP# It, -'2,9-7,R 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 Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building Other REVISED: June 2014 Address: jdztz ,e- c a 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 Inspection Description Gas Underground Gas Rough Gas Final .a -His INSTRUMENT PREPARED IM ` 441001,1101I AddrOW r NOTICE OF COMMENCEMENT :10f " fl Numft' 16- 331B -Versa lolQRnoar 1- 21r� -''16 - .� ► t -I - (��16G_- lana MARYANNE I1ORSEP SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BY, 3323 Fs 1322 (1Fss) CLERK'S A 2016131764 RECORDED 12/20/2016 10:35:54 AM RECORDING FEES $10.00 RECORDED BY hdevore -e undtingrted Macey "" nonce :hal rnprvtrement wttl to made to t:enae real proOdRy and to a;core Inco w th Chaoter r13• Flohda.SLuutm Ihe. •Ilotr»nq mferrl►altbn•te-Rrowde0 eFthte Noone/{dhnlerlCamenL I. DBlCRRl710N OR PstepaR Y. Ilrosl desarigMW of_Ite RrooetlEapd meal address of avoiti mek :. �:ENERAL DlSCRNIt11011aFIN/ROVEIYe1fT: d 1 inc��rl.1�1 `amu � 1G 1"�n ). CHER INMRMFVIS OR LESSER INPORlf1ATION IP THe LE33E2 CONTRACTED FaR •lame and address ViE 1pap 1 o i 2 r, U S i .2921 A. -h c Tar I,tteresl.n Ixtooeny F4e31trlde rife Heldw (d other than ow w Pulled abolre) Nelnw Phonemweer "to -1- zsy'l .1!costr 1 Sumer~ (IT appYsebtat a copy of Ute oeynlens be" Is otweMdp Name: Ar/dress: .. Amount of Bond: ! 1INOEft Namer Phone Number .ldCOMN 1. Person within the Stale of 111e01e Otteignaled by 0 e► upon wham nodeo or other documenft amp be seabed an wvsldtad by Seellon s111]11X41r.. Florlde dblWtew •gyne: Phone Nlanbw' !. \dM9e In .100001L OMW dssgnetee �f 10 , et drv* *Coon o1 the Ltt mWo r40WA ae Rttivtdtld to SOOMn 713,1741110►, Flonde Slakdso. Phone number. 1. E.•ovatlon Dano us Nonce of Commencement 1 The elotrellon is 1 yoW Ron date of scordmq unless a deferent dale is g000lledl .YARNING r0 C6VNER_ ANY PAY%4ENTS MADE BY rftE OWNER AFTER THE EXPIRATION OF 114E NOTICE r;F CCMMENCEMENT ARE %;.14310EREO:MPgOPER PAYMENTS UNDER CHAPTER•7I3. PART 1, SECTION YmozI, FLORIDA sTATUrin. AND CAN HESULr iN YOUR ,-14YING NVK;E FOR !MPROVEMENTS TO YOUR PROPERTY A NOTICE OF t:OMMENCEMENT MUST BE RECORCED AND PosTED ON THE :4.H S1rE WORE THE FIRST INSPECTION IF YOU INreNo to CBTAIN FINANCING. CGNSULIF WITH YOUR LENDER OR AN ATTORNEY •'EF(;RE CCMMENCING WORK CR RECORD114G YOUR NOTICE OF CCMMENCF-HENT. :rrrlaa ornatpoo o1 cwjwr% l ,laelarw that l hew reed Oran forego" and that "to flele eta1M In If are btre to the beet of Trey anwtedge and • aae1. a 1 p. er lues • .,,a.s a.... �...� � ,>w. a a •...a a �... ti......M-1. w.ysr. r •.ic.�n1 rn,na t. �,r7noeroqrwtlwa.wt iral>♦ of 7 �•OYnly 9/ t J rc Il2 QL ^• /e tnq Insbwmnjl 10,111111 atano+ttldged before r11e d11e I .ley of ' W l'l v�f 1A,e oofz ( .unc le.oersanAley lt++vt.rr~tarn+trl7 OR +he hes groduced Idenefleadewl5 "o/ IdWW0eeftln pr9AWA* %7A. SAMANTHA SCHMIDT ;=Notary Public Slate of FIorI a Commission # GG 021394 My Comm. Exp9files Au 15.2020 o'. _ •,, A Bonded Through National Notary Assn. v IT EDCOPY RYANNE MORSE CLERK E C C4 IT COURT AND i COM TROLLER �4 fo DEC O 2U1�+ SEMI LEC I , IDA IIIh; ��u I�1 Ry DEPUTY CLERK LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 12/15/2016 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: 229 ARBOR CIR SANFORD, FL 32771 (Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: MICHAEL TILL State License Number: C Signature of License Holder: STATE OF FLO IDA COUNTY OF The foregoing instrument was acknowledged before me this day of 200-L, by Mi ( InDt 0 7 j kit,N/QA who is u -personally known to me or o who has produced as identification and who did (did not) t an oath. Signature (Notary Sealj r" C SAMANTHA SCHMIDT Print or type name Notary Public . State of Florida Commission # GG 021394 s. „11,, o'c My Comm. Expires Aug 15. 2020 %or I`� Bonded Through National Notary Assn. (Rev. 08.12) Notary Public - Sta of 1- c Commission No. C1 'S My Commission Expires: I (T o'ZO SCPA Parcel View: 11-20-30-514-01300-1202 frW&ca PROPEMY APPROSER ttvxac oowrr. nova Parcel Information Page 1 of 2 Property Record Card Parcel: 11.20.30.5140 B 00-1202 Owner: PIERLUISI RAFAEL A Property Address: 229 ARBOR CIR SANFORD. FL 32771 Parcel 11-20-30.510-OB00-1202 Owner PIERLUISI RAFAEL A Property Address 229 ARBOR CIR SANFORD, FL 32771 Mailing 231 ARBOR CIR SANFORD. FL 32773 Subdivision Name THE ARBORS AT HIDDEN LAKE SECTION 2 Tax District S7-SANFORD DOR Use Code 0103-TOWNHOME Exemptions In County GIS Value Summary Tax Amount without SOH: $1,045.00 2016 Tax Bill Amount $1,045.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l 12O305140BOO1202 12/12/2016 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $48,751 $46.921 Depreciated EXFT Value Land Value (Market) $12.000 $12.000 Land Value Ag JusUMarket Value " $60,751 $58.921 Portability Adj Save Our Homes Ad/ s0 $0 Amendment 1 Adj $0 $10.935 P&G Adj $0 $0 Assessed Value $60.751 $47.986 Tax Amount without SOH: $1,045.00 2016 Tax Bill Amount $1,045.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l 12O305140BOO1202 12/12/2016 SCPA Parcel View: 11-20-30-514-01300-1202 r__ # Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adl Value Repl Value Appendages ActuallEtlectrve 1 SINGLE 1987 8 2 2_0 I 536 1,168 1,128 SIDING $48,751 $55,715 3 FAMILY I i GRADE t Permits Page 2 of 2 Description Area OPEN PORCH 2400 FINISHED Permit Date UPPER REROOF SHINGLES STORY 592.00 FINISHED 2/12/2015 UTILITY 16.00 UNFINISHED $5,635 Permit # Description Agency Amount CO Date Permit Date 00892 REROOF SHINGLES SANFORD $7,180 2/12/2015 01995 J.CHANGEOUT HVAC - NO DUCT WORK SANFORD $5,635 7/12/2012 00577 I ADDITION _RESIDENTIAL SANFORD $1,500 12/1/1997 _-- 00656 - - ' - ` -_ 1 ADDITION -RESIDENTIAL — SANFORD - -+ $1,955 1/1/1994 - Extra Features l7escnption Year Built Units Value New Cost No Extra Features http://parceldetail.scpafl.org/Parce]DetailInfo.aspx?PID=l 120305140BOO1202 12/12/2016 , B• "Simply the Best for Less" 3882 Center Loop, Orlando, FL 32808 (407) 389-1400. 1 -800 -NEXT -WINDOW - (407) 389-1402 Fax (� windowworldorlando.com / CGC 1514205 Name:�l13ts� Phone(H): Install Address:—? a� �� bo< `<ce— Phone (W)' City, State, Zip: 1=o C L-�' L_ .7a7 3 _ Phone (other). DOUBLE HUNG SLIDER / SPECIALTY & FIXED GLASS 5 Series 4000 DH Insulated 101UI $ 189 r%S ' 2 Lite Slider Insulated $ 369 Series 4000 DH Insulated 102-114UI $ 240 2 Lite Slider Insulated < 90 UI $ 259 Series 4000 DH Insulated over 114UI $ 340 3 Lite Slider Insulated > 121 UI $ 649 Series 6000 DH Insulated 114UI $ 275 3 Lite Slider Insulated < 121 UI $ 449 Series 6000 DH Insulated over 114UI $ 375 Fixed Glass Insulated $ 339 T Halt Screens $ 15 —7 Colonial Grids < 90 UI $ 79 Full Screens $ 40 Colonial Grids > 90 UI $ 99 Solar Zone Elite Low -E Glass $ 79 Solar Zone Elite Low -E / Argon $ 99 Argon Gas $ 20 Almond Color $ 69 Colonial Grids $ 49 Half Screens $ 15 Contoured Grids $ 59 Full Screens $ 40 Beige Color $ 69 Tint Gray/Bronze $ 59 Wood Grain, Interior (4000 or 6000) $ 95 Architectural Exterior Color $ 159 IMPACT Series 201 DH $ PATIO DOORS Series 3102 2 Lite Slider $ Vinyl Sliding Patio Door 5' x 6'8" $ 854 Series 3104 Fixed Glass $ _� Vinyl Sliding Patio Door 6'x 6'8" $ 974 Series 511 Sliding Patio Door Ft. $ Vinyl Sliding Patio Door 8'x 6'8" $ 1074 Vinyl Sliding Patio Door 9'x 6'8" $ 1244 MISCELLANEOUS Vinyl Sliding Patio Door 12'x 6'8" $ 1510 Custom Exterior Cap & Wrap $ 59 Vinyl Sliding Patio Door 6'x 8' $ 1835 Prep to Code/Trim Kit $ 99 Vinyl Sliding Patio Door 8'x 8' $ 2375 Mull to Form Multi -Unit $ 65 Vinyl Sliding Patio Door 9'x 8' $ 2975 Tempered DH Sash (BSO) (TSO) $ 40 Vinyl Sliding Patio Door 12'x 8' $ 3375 Tempered (Fixed Units) $ 9/Sq. 49 = Screen Sliding Door $ 60 Obscured Glass Grids Patio Door $ 169 Lead Abatement Procedure $ 79Solar Zone Elite Low -E /Argon $ 209 1 x 4 PT Buck (Volusia Only) $ 40 4- Removal & Install $ 250 Code Compliant Plywood Services>101UI $ 85 Custom Exterior Trim $ 95 �- Code Compliant Plywood Services < 1011.1I $ 65 Beige Color $ 199 Lead Abatement Procedure Sliding $ 129 Architectural Exterior Color $ 429 Code Compliant Plywood Sliding $ 169 Customer agrees to make themselves available to the city and/or county inspectors for a final inspection NO EXTRAyWORK IF NOT IN WRITING- �t�$ 75 Extra Labor $ y Ct3T Cs V CS f_ CPSe►>.�J�� Setup & Disposal Fee $ $ 100.00 Permit & Fees $ $ 259.00 'y y- 5— d #4eq S AJ G Total Amount $ Custom Order Deposit 50% $ l/vy K#�i^�C.�.� Balance Paid to Insaller upon Completion $ Ofa �• �: ---� CHECK RETURN FEE $59 Z�C�g% 'Received plywood code (Volusia) Buyer agrees that he has read and understands all terms and conditions on front �— Please see reverse for additional terms & conditions and back of this contract and agrees to every term and condition. Salesman Date 6wner Date 5-15 White Copy - Original Yellow Copy - Customer RECORD COPY 1 n City of Sanford Building and Fire Prevention Product Approval Specification Form 0J\�INC Permit # sown o Project Location Address 229 ARBOR FORD, 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 Slidin ML 1 C� 2►3 `�3 1 Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hung AMI 3001 11720.13 Fixed Awning Pass Through Projected Mullions v 1 a C> 1 Wind Breaker Dual Action Other REVIEWED POR DDE WMftVd'- PLAN EXAMINER June 2014 DATE A PERMIT 155UtU bMALL or_ wplf • LIUNSt YO, PROCEED WITH THE WORK AND NOT AUTHORITY TO VIOLATE. CANCEL, ALTER OR SET S ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER RCONSTRUCTON OR VIOLATIONS OFR HIS CODE Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / 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 3 4 e E 7 E S 1C 1] 17 13 14 15 if 13 18 19 2C 2] 23 23 24 25 2E 27, 28 WINDOW MEASUREMENT ORDER FORM NAME:Raphael Pledulsl IN OF STORIES: 1 • MEASURED BY: Jarhes•V I DATE: 12/2/16 TYPE OPCONSTRUCTION: Block TYPE OF WINDOWS: AUrm 1# OF WINDOWS: S and i SGD INSTALLERSNOTES: DRAWING' SCREWEDIN_TSTUCCQ BRICK OTHER .. ® INSTALLERSNOTES: DRAWING' SCREWEDIN_TSTUCCQ BRICK OTHER Parcel: 11.2030-514-OWO.1202 Building Na: 1 Page NO: 1 SwAhbvAomsmtch St 34 8AlE' .. 4.2 .2 OPF i ' 24 tf •' �4.f: R AOOO ASSOCIATED MATERIALS 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 MODEL 30011380113AO 113AB 1 EXTRUDED VINYL DOUBLE HUNG WINDOW "Sm -Sm" Sash "NON -IMPACT' GENERAL NOTFS 1. This o*duct has been evahbated and is in compliance with the 5th Ed-Scn (2C14) RoOdo _,"fing Code (FSC( sht,Khral rearrements ems h: +3"g trp Nligji1 Veloc-N Hu!rlcorw long (HvHi). 2. Ptoyutt onchn ; shall Le as Fsted and spoc!d 3% shown on detan;. A-. tV embedment !a base materkS spar tie ixyono w;.Ir dressing or stucco. 3. when used in ar=os requiring %vnl borne aebrk protection this vrcd ct is regwed to be orotected with an impact resisicnt covering mot comv*?s c4!r. Seth v,. 1 6'N. 1.2 or th± FSC. 4. For 2x stud froifng consMxtion. anchoring of these units *K14 be the SO" as that shown for 2F tuck masonry conshuction. Site cwtditiens that deviate from the details of ttrs drawing repure I.Fth-r ,, �npedrg anatnis by o fcensed engneer or registered c.3"-hltect. TAKE Of comim -- sNEnr txstRrntoN---.y..-- 1 typed els vmm dedgn vreswa a pywerw oo" -- - - - 2 No __ 101c"vKhom 3 vend iron reclmm _ - 1.6 m'y T�Ch 3"q 3159 VrMIeI eo-vmrm 0n wrg :P.t.I SEE CWM FOR i--- tRAMEWN)IN r// OvinAtt FRAME eIM9lsraN MAX. MMOL (TOP) MAX O.W. '(601TOM) GL4ts rrFE OESIGNrRESwRE(PSR POSMVE NEGAInfl 36 Wit 60.0' 2fJr x 2s.7r 30.1r x s.7r G1 4,50.0 -60.0 3srxn0 29.trx31.7r ass: x32.71 GI +50.0 •55.0 mir 113..7' 3c.Ir x 3s 7r Gs +45.0 -45.0 4441 ?SV 31FArx33.2r 3e62'9H23" GI +35.0 -35.0 32.0-. 620- AS tr x 26.7r y.sr It 2t.7r G1 +35.0 -35.0 43.3". SAO* 41.13"X 37,r 42.1r • 3e 73" GI +30.0 -30.0 46 r, 96.0' 31.1 r x 43.7r 3S.12'1 66 7T Gs +25.0 -25.0 32 0- r w3" 6s.1r x 43.7r As. I? it 44. yr G! +20.0 -20.0 low. w UT I FL -11720.13 al _L s -I- L r low. w UT I FL -11720.13 al _L s -I- y WN ;SK low. w UT I FL -11720.13 al _L s -I- 0 1.1/! W EMI. k m-. .., 1•I/lA1M.-7.--_� ESN, I I C. ` NTE:IOR 1 C @1 ERIgt 10 11 16 tG1 H 10 11 16 G1 I 161 1eO 12 16 le ` 12 I � oclE•loR E � � ochR�ort 2 HORiIOMAI CROSS SEC110NHORfIOMAL CROSS SKiION Q277, P*^•f,' DtCc•I*x%wo-y oohm r I■ Xmux of �.�n,ay.arv�wpwwsd m.�r..b�•srn�. re�EMvr.� 1 K) n 111Ei�OR HOWOMAI CROSS VC11ON M , > $ i� X v 1ryp 1 O • ifs � •1h X 0 f><fE;:fOR sou N.f.S. me T. A 1.1/! W EMI. k m-. .., 1•I/lA1M.-7.--_� ESN, I I C. ` NTE:IOR 1 C @1 ERIgt 10 11 16 tG1 H 10 11 16 G1 I 161 1eO 12 16 le ` 12 I � oclE•loR E � � ochR�ort 2 HORiIOMAI CROSS SEC110NHORfIOMAL CROSS SKiION Q277, P*^•f,' DtCc•I*x%wo-y oohm r I■ Xmux of �.�n,ay.arv�wpwwsd m.�r..b�•srn�. re�EMvr.� 1 K) n 111Ei�OR HOWOMAI CROSS VC11ON M , > $ O • � •1h -.L 0 f><fE;:fOR sou N.f.S. me T. A cm R LFS f or.rc .0• Fl. -til?0 13 e w E+f1Efi4712 \ 4, P11HbOR ti ! PIIFRq° EXIBIOR 0 t-2-"\_ VEIMCA1 CROSS SECTION S VERTICAL CROSS SECWN s 1 VW441 m0u)"I v SoDtfiru ramom . J 'J q e -- t MWAI CROSS SECBON ton 11F a wt: N i.S � e w. JK ■ n LFS R-tt72A.t3 e to �a5 p i t►•'It i i of w . c �a W N u = �^ r N S � u W 14 11F a wt: N i.S � e w. JK ■ n LFS R-tt72A.t3 e to �a5 p 7x BUCK MILSONR O"ENWC � ExIERtOR tliEtlpE BUCK ANCHORING TRACK IiAC► CONCRETE ANCHOR EQTB: 1. Comate anchor locations of the corner; mev be Ousted to maintain the nen edge dstonce (0mala joints 2. C•sn-nete anchor locatto a mted as'MAx. ON COROC must be o4rs+ to nohtdn the mfrs, ee edge dstanto mortar Joint additional Causete ardor maybe mquied to ore" rhe %W. ON CENIEQ-dnwmdon a s not exceeded. J Concrete anchor tabhe: , f"-1 —1 ANCHOR ANCHOR MIN. MIN. CLEARANCE NIN, CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR IT+th 1/C 1.1/4• r P IA"CON• ELCO 11'r _ YITRACON WOOD SCREW MtALLArnON NOTES.- OTES: I I Abont®n o mi*vvxn VW edge dstonce, V osr `E wood news to Prevent the W#th+O of wood. FRAM! ANC110104 (2x Buct( i I IWERIOR OI'ERIOR TRACK TRACK V • a°1b l FM—. s aOPECT to VFRAWKMASOMIFY # VM IXWCK —aaa�caamc l� � o r � „ tAASOPPY M OpE1m+Gl W ' RI 8 a FRAME ANCFlO*W ( I x Butt Oiect to Wasany. Steel Studs �u. N f S. PC. BY; JK e • N. US /L-11720.14 e m or _I 0 1E APIR0/E0 W fF R03IVC 0tfW4? U..rnJfl *A FOR WWOWS ARE f76! 9R00(r-W 9Y fiY: jm LK: M F.F$ My AAMA CEITOCA11011 VV0rPANS FCi WO WC OMSIOW SNL OF MARem - -1o.] am@ A7f7CV1g11 YAI®ILL A IXVJCKSG-0.42 wow 8 2X UICK SG >■ 0.42 wow C 1/C MAX. SHIM SPACE R w. JK D 1/1' X 2.7/4* P'N ELCO OR ff W CONCRETE $CREW STEEL, E MASONRY -1000 PSI MM. CONCRETE CONFORMING 10 ACI 701 OR HOLLOW BLOCK CONFORMRlG f0 AS1M C90 CONCRE� F 110 X 2.1/T PRI WOOD SCREW STm G 114'x 2.7/C PRI ELCO OR lIW CONCRETE SCREW SIM H 114* X 3.1!4C PRI ELCO OR f1w CONCRETE SCREW MR K 6109tH SETF4 IJING SMS Sm IL R IO 12-114* PFH woo0 SCREW STEEL X� SIM STUD Mn ft UT (ASTM A657 GRADE 33 Fy=37 U Mux F r -4S U Miq SIa I EXTRUDED VINYL HEAD <ND JAMB • RIGID PVC EXTRUDfA VML SW RIGID PVC _2 _ J EKIRUDEOV?IYL LOCK RML • RIGID PVC 6 EXTRUDED ,"t MEIMNG RAR' POO PVC S EXTRUM VMYI SASH SM: (e77aH SA.:A) RIGID PVC FX"ZUDEO v�NY; :LEAD a>SEfti • 10 PVC 8 U..TRLVr;,) VINYL BOTTOM l ITT RAIL_ - _ *_IVMUDL{jVLMTL;FPLuRVt- 10 W-ANCE COVER — 11 EA41kc0imo, STI S P S!ILP (fOP SASh( flIGIDPVC] IGID PVC RIGO PVC 12 u 15 _ I6 I7 GL12-TK BEAD* — -- _- _— --- :RE1 FGRCfJ.Afl7 -MWING PIL — - F.i RR eMENt - LOCK RAIL --- QFIHFORL::MENT -SAA. STIS - —� TRElNFGRCti•AESIf - W" STIL--_--- -- RiGD FVC STEg ME S w. STEEL 19 %%EA -.HER. TIi1P (9N PV E( 1? _ <1-I WEATl�EPP P (A'INYI Me) -� - - CAM LOCK _ ff 1E APIR0/E0 W fF R03IVC 0tfW4? U..rnJfl *A FOR WWOWS ARE f76! 9R00(r-W 9Y fiY: jm LK: M F.F$ My AAMA CEITOCA11011 VV0rPANS FCi WO WC OMSIOW �10? fIGT'I � o 1 S REigFO !m 018 in t` Rt�DICGlEIfY SM flki —� T' -.�—oohs `� —� I--Isr� L�F—+-avr• ' IK+CR RAIL t-. %AW TIRO RA4 S fAaF JIOR lGRO St h i ♦�K I C7 ,nrAoxuFTf -11-0.v aW JJ 12 ctA�+c RF.o m t - h - -1o.] 0o! E AL. 102/33 0!v es -- ` i aFw`` enwox�'IEMlM T, Mw�Nq M �10? fIGT'I � o 1 S REigFO !m 018 in t` Rt�DICGlEIfY SM flki —� T' -.�—oohs `� —� I--Isr� L�F—+-avr• ' IK+CR RAIL t-. %AW TIRO RA4 S fAaF JIOR lGRO St h i ♦�K I C7 ,nrAoxuFTf -11-0.v aW JJ 12 ctA�+c RF.o m t e 3 I DOLT � OA6T I ;1WmD1AV►R/Q IO►FW em— 1) faosum i%•CAASS OR-(-•+{ GtAJwG TAPE N I 1300 ►dCKGIASf O n- .-1/S ANNEALEOGt/SS - ` Ni SPACE ---~ �, I/C AWEAIfO GInSS ®, r SM SPACEIP Gl Gum f>a 44 j(II N•(1 LEI •h - h - -1o.] AL. 102/33 0!v es + aFw`` R w. JK i a w try R IAC p C n R-11720.14 it►. e 3 I DOLT � OA6T I ;1WmD1AV►R/Q IO►FW em— 1) faosum i%•CAASS OR-(-•+{ GtAJwG TAPE N I 1300 ►dCKGIASf O n- .-1/S ANNEALEOGt/SS - ` Ni SPACE ---~ �, I/C AWEAIfO GInSS ®, r SM SPACEIP Gl Gum f>a 44 j(II N•(1 LEI •h - h - -1o.] AL. 102/33 + X& N.r.S R w. JK i a w try R IAC p C n R-11720.14 o Ov -L of w W020115 Florida Buildrig rode rh+line a d tIa• ;'nfltLl(itparrWAnjr! SCIS Nome Log In I User Registration Hot ropy Submit Surchonte Stats d Farts i r'uuticaoons sac Staff SCIS Site Map UnMe i Search 6usines� prom Approval Professiginal USER: PWPC user Regulation Search > egol.ration I nt > Aeni,catum l4tit--i t+ > Application Wqg FL 0 FL11720-R13 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 4x223 (330) 922-2108 mfernbaugh@alside.com Authorized Signature Vivian Wright rickw($Irwbidgconsultants. corn Technical Representative Address/Phos./Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Reglstered 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 Ucense PE -43409 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan). king. P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code E -U1770 RI'. COI t_FRTjfICATE yf-INDEFENDENCE.udf Standard Year ANSI/AAMA/NWWDA 101/i.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2005 i>tWMork%&jlding.agfpr4x_app o.aspx?Wam=wGEVXGw DquzHEr#AXJwexBY003F%2bl3SOlaGAckV7zdYgeBJmVX8MRg9 W*43d 114 6►3prZpiS Florida BuIt iriy Code Uril-ne Product Approval Method Method 1 Option D Date Submitted LW14/2015 Date Validated (14/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/22/2015 Summa_ry_o1 Products FL* _Model, Number or Name i Description 11720.1 { a. Model 0201 -- — i Extruded Vinyl Double Hung Window 'Non -impact" Umits of Use Installation Instnictlons I Approved for use In HVHZ: No FL11720 R13 11 INST 11720.1.odf IApproved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A I Evaluation Reports Other- See INST 11720.1 for Design Pressure Ratings, any FL11720 R13 AE EVAL 11720. 1.odf ' additional use limitations, installation instructions and product by Independent Third Party: Yes iparticulars. 11720.2 { b. Model 0301 -Created _—_----- _ Extruded Vinyl Double Hung Window with Nail Fin - "Non- Non-Impact Impact' -- -- - -- -- --- -- - Unrlts of Use Installation Instructions Approved for use in HVHZ: No Ell 1720 R13 a INST 11720.2.nat I Approved for use outside HVHZ: Yes Verified BY: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports I Other. See INST 11720.2 for Design pressure Ratings, any EJ 11720 R13 AE EVAL 11720.2.odf I additional use limitations, installation instructions and product I Created by Independent Third Party: Yes i Particulars. 111720.3 C. Model 0401 -� Extruded Vinyl Double Hung Window "Non -impact" Umits of Use j Installation Instructions I Approved for use In HVHZ: No I Approved for use outside HVHZ: Yes I FL 11720 R13 11 INST Product ONeiinn .odf I Verified By: Lyndon F Schmidt, P.F. 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports ' Other, See INST 11720.3 for Design Pressure Ratings, any FL11720 R13 AE EVAL Product Offering -Rdf additional use limitations, installation instructions and product l Created by Independent Third Party: Yes Particulars. i 11720.4 d. Model 0501 ' Extruded Vinyl Double Hung Window - "Non -Impact" - — Umits of Use Installation Instructions I Approved for use In HVHZ: No FL11720 R13 11 INST 11720.4.udf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No { Created by Independent Third Party: Yes { I Design Pressure: N/A Evaluation Reports Other. See INST 11720.4 for Design Pressure Ratings, any I FL11720 R13 AE EVAL 11120.•t.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 11720.5 e. Model 0501 HP Extruded Vinyl Double Hung Window - "Non-Impact" Umits of Use Installation Instructions Approved for use In NVHZ: No ! FL11720 R13 11 INST 11720.5.odf i Approved for use outside HVHZ: Yes I Verified By: Lyndon F, Schmidt, P.E. 43409 I Impact Resistant: NoI Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 11720.S for Design Pressure Ratings, any I FL11720 R13 AE EVAL 11720S.odf additional use limitations, installation instructions and product! Created by Independent Third Party: Yes ; :particulars. I i 11720.6 f. Model 0601/0601HP I Extruded Vinyl Double Hung Window - "Non -Impact" i—installa-- - - ---ions_ .........— Um Its of Use i-- ruct ti-onnst Approved for use In HVHZ: No : Fl1 1720 R13 11 INST 117 02 6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party. Yes I Design Pressure: N/A Evaluation Reports I Other: See INST 11720.6 for Design Pressure Ratings, any ( FL11720 R13 AE EVAL 11720.6.odf { additional use limitations. Installation instructions and product I Created by Independent Third Party: Yes particulars. h1�•lllloidaWI42ng.org/p/pr_app o.aspx7parem-w;EVXOwiDgmHErtMXJwexSY003F%ZN3SOlaGAckV7zdYgeBJmVXBMRg%3d°b3d 2/4 6r30=5 Florida Buildirg Code Orsire 11720.7 g. Model 8001 Umho of use Approved for use in HVHZ: No i Approved for use outside HVHZ-. Yes Impact Resistant: No Design Pressure: N/A i Other. See INST 11720.7 for Design Pressure Ratings, any j additional use limitations, installation instructions and product particulars. Extruded Vinyl Double Hung Window . "Non -Impact" I Installation Instructions FL11720 R13 II INST 11720.7.odf I Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports i FL11720 R13 AE EVAL 11720.7.odf Created by Independent Third Party: Yes I 1 II 11720.8 { h. Model 9007 — --- {Extruded Vinyl Double Hung Window • 'Non -Impact_ _— __ I Umite of Use 1 Installation Instructions 1 1 Approved for use In HVMZ: No + FL11720 R13 11 INST 11720.B.odf Approved for use outside HVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes 1 ` Design Pressure: N/A Evaluation Reports Other. See INST 11720.8 for Design Pressure Ratings, any i FI 11720 R13 AE EVA[ 11720.8.ndf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes I Oarticulars, 11720.9 i. Model 'i' 201 / "i' 201MP Umlb of Use -- ---- --.._.---.....------•--...__-- { Approved for use In HVMZ: No 1 Approved for use outside HVHZ, Yes Impact Resistant: No Design Pressure: N/A S Other. See INST 11720.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product : particulars. 11720.10 1. Model "i' 201 — i Urnks of use Approved for use In MVMZ: No Approved for use outside MVMZ: Yes Impact Resistant: Yes j Design Pressure: N/A other. See INST 11720.10 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product Iparbculsrs. --- ------ — _...- -- - ----.. 11720.11 1 It. Model V101 Umlb of Use--••—�----•-----._ ..---.._ ._...- --- - - Approved for use In HVHZ: No Approved for use outside HVHZ: Yes impact Resistant- No Design Pressure: N/A Other. See INST 11720.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. I. Model V121 / V131 Units of Use Approved for use In HVHZ: No Approved for use outside MVHZ: Yes i Impact Resistant: No Design Pressure: N/A Other-. See INST 11720.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 111720.13 m. Model 3001 / 3801 / 3A01 / — 3AB1 Untlts of Use •--• • -- • ..---- .-.---- •--•.__ _ _. Approved for use In HVHZ: No Approved for use outside MVMZ: Yes Impact Resistant: No Design Pressure: N/A other. See INST 11720.13 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Extruded Vinyl 'Tilt' Double Hung Window - 'Non -Impact" Installation Instructions FLI1720 R13 11 INST 11720.9,ndf Verified By: Lyndon F. Schmidt, P.E. 43409 ! Created by Independent Third Party* Yes Evaluation Reports FL11720 R13 AE EVAL 11720.9.ndf -Created by Independent Third Party: Yes Extruded Vinyl 'Tilt' Double Hung window 'Impact' �I Installation Instructions — FL11720 R13 11 INST 11720.10.odi Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Indepenrlent Third Party: Yes Evaluation Reports FL11720 R13 AE EVAL 11720.10.odf f Created by Independent Third Party: Yes Extruded Vinyl Double Hung window with Nail Fin . •Non - Impact' Installation Instnzctlon9 EL11720 Rl3 11 IN$j I1720.11_odf i Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports W1720 R13 AE EVAL 11720.Il.ddf ' Created by Independent Third Party: Yes i Extruded Vinyl Triple Double Hung Window with Integral Mullion and Nail Fin - 'Non-Irnpact' I Installation Instructions FL11720 R13 11 INST 11720.12.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Extruded Vinyl Double Hung Window - 'Non -Impact' utilizing the 'Sm -Sm" Sash Installation Instructions j FL11720 R13 11 INST 11720.13.udl fi Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes ! Evaluation Reports j Created by Independent Third Party: Yes 11720.14 — — n. Model 3001 / 3801 / 3A01 / 3ABExtruded Vinyl Double Hung Window - 'Non -Impact utilizing 1 the 'Sm -Med' Sash I tJmits of use Installation Instructions Mol tMcFldabtllOng.orgfi ro_app W.aspx9peram-wGEVXQwtDplRHEnMXJwex6YO03F%2bl3S0$aCA V7zdYgeBJmVXBMRg%3d%3d 3f4 8/d01T015 Florid; 6tdlding Code Orllirle Approved for use In HVMZ: No FL11720 R13 11 lNc,7 11720.14.ndf ' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: No Created by Inoependent Third Party: Yrs Design Pressure: N/A ; Evaluation Reports Other. See,INST 11720.14 for Design Pressure Ratings, any ! FL11720 R13 AE EVA[ 11120.14.odf I additional use limitations, installation Instructions and product I Created by Independent Third Party: Yes 1 I particulars. r 11720.15 1 o. Model "1' 301 / 'i" 301HP. Umfes of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other, See INST 11720.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 11720.16 P. Model '1' 301 — +Umits of Use Approved for use In HVHZ: No i Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 11720.16 for Design Pressure Ratings, any 1 additional use limitations, installation Instructions and product Iparbculars. 11720.17 I q. Model 0601 HP Limits of Use Approved for use In HVMZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 11720.17 for Design Pressure Ratings, any r additional use limitations, installation instructions and product particulars.---.�-- ----._.-. —,. Extruded Vinyl 'Tilt' Double Hung Window_'Non-Impact— _I Installation Instructions FL11720 R13 11 INST 11720.15.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 I Created by Independent Third Party: Yes { Evaluation Reports FL11720 R13 AE EV L 11720.15.odf I -Created by Independent Third Party: — --- ---- i Extruded Vinyl Double Hung Window with Nail Fin • 'impact" Installation Instructions FL11720 1113 H INST 11720.16.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11720 R13 AF EVAL 11720.16.odf i Created by Independent Third Party: Yes Extruded Vinyl Double Hung Window - 'Non -Impact" T Installation Instructions FL11720 R13 11 INST 11720.17.ndf i Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11720 R13 AE EVAL 11720.17.odf Created by Independent Third Party: Yes P P.� an rr Contact lM ;, 1440 North Mneme StWet lnllaha w FL = Phom: AS0, 41117•1f124 The State of Flonda is an AA/EE0 employer Cownaht 2007.2013 State of Monde.:: Privacy Statement :: Afdtls{billtr Statement ::Refund St&tM&M under Florida law, email addresses aro public records. If you do not want your rmad address released in response to a public -records reetrest, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mall. If you have any ouestions, please contact e50.497.13oS. -Pursuant to Section 455.275[1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an "mall address if they have one. The emalis Provided may be used for official commutation with the licensee. However emol addresses are outfit record. if you do not wish to supply a peroral address, please provide the Deparonert with an emad address which can be made available to the public To determm a it you are a licensee under Chapter 4$5, F.S., please dick n=. Product Approval Accept@: ® ® 0 �'tvritnir f an•� NWJMarldebWlding-OrWW/pr_app M.aspx?WamwwGEWOwlOgmHEnMXJwex6YO03F%2bl3SOlaGAckNZdYgeBJmVXBMRg%3d°A,3d 414 'A 'Aft AS93CLATED MATERIALS It P 0 a AM - " c 0 A r IF 0 3773 STATE ROAD CUYAHOGA FALLS. OH 44223 MODEL 61051610616175 EXTRUDED VINYL SLIDING PATIO DOORS "NON -IMPACT' _W601 MOTS 1. fik pcodud hos been evdu4ted aTd $ hi CampSanCB with the 5th Edtlon 14014} Rondo uding code (Fsq shcksd requirements exc0ding the VQgh velocity Hwicane Zone' "Hil. l pmdud anchor shop be as b1fid and spaced as shown on de-lak Anct" embedment to base nPateft stop be beyond wap dms*g or stucco. 3. when used in am MM" wkid bonne debit protection this product is reqk*ed to be protected with an inpact resistant covering ffxg corroft with Section WJ I of the FBC. 4. For 2c stud homing constrwfion, anchoring of these units shal be the some as that stiown far 2s Wck masonry Mzhwfim S. Site conoaris W deviate From the details of this drawing mqjke kqtw engheering cnaN* by a kwwd engineer or registered arclitect. TABLE OF CON19M SwEry 080tirwN I devaumfultob rotas —2 Hwadwntdomissechon = vaiiDd ams secfaro 4 WOlnd� =WRmaWAb0rdcwQorw0 A I L w ows :;;7— an Pa. FL- 12323.1 i�— I _W5 74-V MAX MAL RAW WVM E- - W/O SILL MOLDING 74.60' x MW 37.W x 7SAr 32.2r x 69.3r +25.0 -25.0 0 x "Ar 37.0r x 7512'321r 0 +40.0 -0.0 I L w ows :;;7— an Pa. FL- 12323.1 i�— I _W5 ;C E- - W/O SILL MOLDING 74.60' x MW 37.W x 7SAr 32.2r x 69.3r +25.0 -25.0 w/stu MOLDING74.W x "Ar 37.0r x 7512'321r x 44.3r +40.0 -0.0 I L w ows :;;7— an Pa. FL- 12323.1 i�— I _W5 m « � V \ m X O . 1•urt`arL �o . mPa s ALL f Q INTERIOR $ rt of 22xt *Y[ G1 7 Y S F o EXTERIOR n_O � C' oioe 3111/09 9 e � 1 HORaoNfAL CROSS SOMONZ HORIIOMAL CROSS S[CTION ' , "' g 2X Buck Com#Wt m SFwwn w/l X wb buck ac a eFs FL-12323.1 u a smgs� O e INTERIOR EXTERIOR 1 VMUL CRO$$ SECTION 8 clan u 2 VERTICAL CROSS SECTION SShown w/ Steel Sktd W;E;Wo—pion 4� INTERIOR VERTICAL CRM =RONCRO$$ SECTION 3viown wi DrW to atm" EXTERIOR F1. -12M.1 u sr�a� o Ad 7f•�oSfgdlaY�l+o IMbdnWt Mltl�aaNWn � j � � i O•} ! 4 1 \ gggg�3 .z • V�3 �s� g �a TERIOR F1. -12M.1 u sr�a� o I c f (rrpj 4c PYP4 0 HeAO HEAD&JAMB & 2VX B= MASONRY \-MMNG Slee SHOWN FOR Opa" I I SWWN FOR II REF.C*&Y II RU.ONLY BKKANCI#OR#NG - 4 FRAMEANCHORING MASONRY Ox &CN • W ANCHOR REQUM FOR DP 1-2c PSH. copocWEAPIC"WIAM I.Ccrocroopealcial'''I ect0wcwmmwb&cV*mwtanw&*mftnft edge cb-ceto mal00ft ConmiamoWbcad"' as?A"ONCEfwaliAbscepAwb and adcOkarxicommoft-Wo. maybe moL*Odioww"Ore %AAXONCeaWcdothnwwtwdm<a�mero1 3. Cowft a cl o #aW&, AA NCHOR 1. A�k: - C tr4- MOCCUAMN! ffw TArcag" 11'r 1.117r I aCQ1/f ""r 1. r .I.AC06- u 10 n"m^Wcm8 abowit, — I I , , AI'eeiperiV at %-Wd W" ft P~ ft WO" of *00a —1 a e6 • wrl or. ows [a CHL OF: LFS 11181111) on- FL- 12323.1 0, F IX SUCK II IL DOWTO IXWCK-9 D MASONRY II Nil 9 SM HW&IAMB lea MASONRY pp.) Op"G-\I ISHOWN FOR I I W.OKY 9 LA lie FRAME ANCHMG P X Suck. Dked to Masonry. S" gua) I = ANCHOR REGUM FOR DP-, 25 F -U. wrl or. ows [a CHL OF: LFS 11181111) on- FL- 12323.1 0, • THE APPROVED WHRE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY OMDERS LICENSEES W 'AAMA CERTIFICATION PROGRAMS FOR RIGID FVC WRL)SIO.W. ass GLASS SITE 0 I 0 5x Iff 1FMPew ASR SPACE l Ar TEMPOW 89 6 2 ecIlEFAa ►`jr• g 1.12' , 0„06• r OlJET' .d i��,'p; 2Z � 8 BOEQOUTAIRAB V f, 0 L� o 04w -. 0.97 �- �--- 2.41• --! fIIIANGMAOAr% �WIFfIOCRSIUE 0.06.--' 5 SME 6 sAsllsr+oP 2 FRAmlJ m L.—F_-- X91• 1 I t i 0 oo IFPS 3 FL -12323.1 0 °o sa 5 m 5 p IILLOFMATERIALS ou • oe mmm NATUM A IXWCKSGx0.58 WOOD B 2X SLICK SG 0.55 WOOD C 1/1• MAX. SHIM SPACE — 0 1/1' X 2-Uf PFH E LCO OR ITW CONCRETE SCREW STEEL E MASONRY • 3.0W PSI MIN. CONCETE RCONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMMG TO ASTM C90 CONCREM F Ihri IXPMELCOORITWCONCRETESCREW _ STEEL G i10 X 2-3/6•PPH WOOD SCREW ST133. K R 10 PPH SELF-ORIILING SMS STS. X SIM STUD Min. Ildc W {ASTM A653 GRADE 33 Nth Ft O Ksl Min) STS 1 EXTRUDeD VINYL FRAME HEAD (5T ROT PVC / COMP. 2 EX -MM VINYL FRAME JAMB (BY ROYALI • PVC! COMP. 3. ROM SILL BY ROY PVC / COPP. 1 SASH SLOP BY ROYAL) - PVC 5 SW BT ROYAL PVC 6 SLL ANGLE ADAPTER STEEL 1 _ OARLOCK STILE (BY ROYAII • _ _ _ _ PVC 8 HORiIONTAI Wdl IBY ROTALI • _ FVC 10 _ -- Sl![MNG PATIO DOOR R0LLl8t ASSEMBLY 12 _ ROU ING PATIO DOOR SCREE! 20 INSERCEpf SPACE9R 22 STUE REINFORCEMENT (BY ROYS- - _STa-- • THE APPROVED WHRE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY OMDERS LICENSEES W 'AAMA CERTIFICATION PROGRAMS FOR RIGID FVC WRL)SIO.W. ass GLASS SITE 0 I 0 5x Iff 1FMPew ASR SPACE l Ar TEMPOW 89 6 2 ecIlEFAa ►`jr• g 1.12' , 0„06• r OlJET' .d i��,'p; 2Z � 8 BOEQOUTAIRAB V f, 0 L� o 04w -. 0.97 �- �--- 2.41• --! fIIIANGMAOAr% �WIFfIOCRSIUE 0.06.--' 5 SME 6 sAsllsr+oP 2 FRAmlJ m L.—F_-- X91• 1 I t i 0 oo IFPS 3 FL -12323.1 0 °o sa 5 m 5 p Florida Building Cade Ondine Business,A • • VAR.". ' BU aC15 Moms j Lap In uW "I"retlon Mot T"ICA Sutrnit surcharge Stats a Facts I PutlflOtions i F13C Staff BCIS Site Mbp Ur" Search Bus nes Prolessi WaI UUR: Approval uW sl IISlR: Public char Regulation =& Kt A•mnral Ment > prod ct or And .tion Search > Aoditation List > Apyllptbn Data. FL f FL12323-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Small Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By i11 Associated Materials Inc. 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfernbaugh®alside.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Vit! Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 Architectural Testing, Inc. 12/31/2016 Ryan J. King, P.E. 1 Validation Checklist - Hardcopy Received st6111sal3i Yaar 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 2004 Florida Licensed Professional Engineer or Architect FL12323 R4 Eouiv Eouivalenct Of Standards.odf hlfp</Alt>rkftu1lc1ng.orW/pr app dN.aspuc7param=wGEVXawIDgtF?AezuarjgJSyINe2SGUYUANZJdPE962fTYYHkE2ryQJyg%3d%3d 1/5 81015 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page Florida Building Code Cgtiirte 1 Option D 0/2015 • O Page 1/ 2 O • FL D 1 Model, Number or Name I Description 12323.1 a. Model 6305/6306/6175 Extruded Vinyl Sliding Patio Door (XO or OX Configuration - 1 I Nominal 6'0 x 6'8) Limits of use Installation Instructions Approved for use In HVHZ: No FL12323 R4 II Inst 12323.1Ldf 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 12323.1 for Design Pressure Ratings, any1 3 3 R4 A Eval 1 a23.1.ndf additional use limitations, installation Instructions and product ( Created by Independent Third Party: Yes particulars. 12323.2 Tb. Model 8105/8106/8175 I Extruded Vinyl Sliding Patio Door - (XO or OX Configuration Nominal 6'0 x 6'8) ILimits of Use Installation Instructions Approved for use in HVHZ: No( FL12323 R4 II Inst 12323.2.odf Approved for use outside NVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other. See INST 12323.2 for Design Pressure Ratings, any FL12323 R4 AE Eval 12323.2.odf additional use limitations, installation instructions and 1product Created by Independent Third Party: Yes particulars. 12323.3I c. Model 9105/9106/9175 l l Extruded Vinyl Sliding Patio Door - (XO or OX Configuration - Nominal 6'0 x 6'8) Umlts of Use Installation Instructions Approved for use In HVHZ: No FL12323 R4 11 Inst 12323.3.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 12323.3 for Design Pressure Ratings, any FLL2323 R4 AE Eval 12323.3.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes i particulars. _ — 12323.4 d. Model 6108 i Extruded Vinyl Sliding Patio Door - (XO or OX Configuration - I l Nominal 6'0 x 8'0) Omits of Use Installation Instructions Approved for use In HVHZ: No FL12323 R4 II Inst 12323.4.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 12323.4 for Design Pressure Ratings, any FL12323 R4. AE Eval 12323.4.ndf additional use limitations, Installation instructions andl product Created by Independent Third Party: Yes I particulars. - I--- -- --� 12323.5 e. Model 8108 Extruded Vinyl Sliding Patio Door - (XO or OX Configuration - Nominal 6'0 x 8'0) -- — UmRs of use -__— Installation Instructions Approved for use In HVHZ: No FL12323 R4 II Inst 12323.S.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact ReshrtantrNo Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 12323.5 for Design Pressure Ratings, any FL12323 R4• AE Eval 12323.5.ndf I additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 12323.6 f. Model 9106 — `— Extruded Vinyl Sliding Patio Door - (XO or OX Configuration - hftWMofldabu1ld1ng.orWw1pr app o.aspx7paramowGEVXOMDcOF2AmuarjgJ5yfNe2SGUYUANZJdPE%2rMHkE2rygJyg%3d%3d 215 &3=15 Florida EWllding Code Cvillne L _ Nominal 6'0 x 810) Limits of Use Installation instructions Approved for use in HVHZ: No FL12323 R4 II Inst 12321.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon R Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 12323.6 for Design Pressure Ratings, any FL12323 R4 AE Eval 1 323 a odf I additional use limitations, installation Instructions and product Created by Independent Third Party: Yes I particulars. ' 12323.7t=_ Extruded Vinyl Sliding Patio Door - (OXO Configuration - Nominal 9'0 x 618) Umits of use Installation Instructions Approved for use In HVHZ: No FFl i 2323 R4 II Inst j3a23 7 ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other. See INST 12323.7 for Design Pressure Ratings, any FL12323 R4 AE Eval 12323.7. odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 12323.8 h. Model 8109I Extruded Vinyl Sliding Patio Door - (OXO Configuration - Nominal 9'0 x 6'8) umits of use 'Installation Instructions Approved for use In HVHZ: No i FL12323 R4 H Inst 12323.8.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 Evaluation Reports Other. See INST 12323.6 for Design Pressure Ratings, any FL12_12_11 R4 AE Eval 12323.8.odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes I particulars. 12323.9 i. Model 9109 Extruded Vinyl Sliding Patio Door - (OXO Configuration - Nominal 9'0 x 6'8) Umits of Use Installation Instructions Approved for use In HVHZ: No FLL2323 R4 lI Inst 12323.9.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 12323.9 for Design Pressure Rabngs, any FL12323 R4 AE Eval 12323.9.odf additional use limitations, installation Instructions and product I Created by Independent Third Party: Yes particulars. particulars. 12323.10 J. Model 6122 I Extruded Vinyl Sliding Patio.Door - (0X0 Configuration - ___ _i1Nominal 12'0 x 6'8) Umits of Use Installation Instructions Approved for use In HVHZ: No FL12323 R4 II Inst 12323.10.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 12323.10 for Design Pressure Ratings, any FL12323 R4 AE Eval 12323.10.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 12323.11 ------]k. Model 8122 Extruded Vinyl Sliding Patio Door - (OXO Configuration - Nominal 12'0 x 6'8) __ Limits of Use Installation Instructions Approved for use In HVHZ: No FL12323 R4 H Inst 12323.11.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 12323.11 for Design Pressure Ratings, any FL12323 R4 AE Eval 12323.11.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 12323.12 1. Model 9122 Extruded Vinyl Sliding Patio Door - (OXO Configuration - I Nominal 12'0 x 6'8) Limits of Use I Installation Instructions Approved for use In HVHZ: No FL12323 Rs 11 10st 12323.12.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 12323.12 for Design Pressure Ratings, any FLIZ323 R4 AE Eval 12323.12..odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 12323.13 m. Model 11"i"S/11"1"6/11"1'8 I Extruded Vinyl Sliding Patio Door with Nailing Fin - (XO or OX fdlp/)8ofldaflWlding.Org/pdpr appO.aspx'iparam=wGEVXOw(DgtF2Autiarlg)9yfNe2SGUYUANZJdPE%2ffYYHkE2ry%)yg°O63d963d 315 8r302015 Florida Wlding Cade GrUlne 5206, 5208 _- - `� .= Norn:nal 8'0 x 8'0) Umits of Use InstaGation Instructions -- Approved for use In HVHZ: No F112323 R4 II Inst 12323,20. rid 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 12323.20 for Design Pressure Ratings, any FL12323 PA AE Eva 12323.2e.Ddf additional use limitations, Installation instructions and product I Created by Independent Third Party: Yes particulars. Go to Page �------- ---- ---- -- � 0 Page 1/ 2 0 EE3N•:YL QnWoLIS :: 194n Merth monme c rr t raWahatsee FL 32+99 Phe • 8e117-1624 The State of Florida Is an AAtEEO employer. Co naht 2007-2013 State of Fl Ada.:. Priya Statement •: Accesshdhty Statemem :. Rtfund Statement Under Florida low, *mall address" are public records. It 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 Vocational mail. If you have any questions, please contact 850 497.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, ircereees licensed under Chapter 455, F.S. must provide the Oepartmem with an email address It they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a Personal address, please provide the Department with an email address which con be made available to the public To determine it you are a licensee under Chapter 455. F.S.. please dick pts. Product Approval Accepts: ®® Crr_dit�AFE y or. l.Wj loridaW1dl% r9W1pr_app_o.aspx?parrsn=wGEVXOw1DgiF2AezuarlgJ`6 Ne2SGUYUANZJdPE%2ffYYHkE2zyGIY9%3d%3d Sr5 8f30R0IS Flodda B Ildirg Code Ordlne Configuration - Nominal 8'0 x 6'10) Umits of Use Installation Instructions Approved fo► use In HVHZ: No FL12323 R4 II Inst 12323,13,pdf Approved for use outside HVHZ: Yes ( Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12323.13 for Design Pressure Ratings, any FL12323 R4 AE Eval 123 3-+3 ndf additional use limitations, installation Instructions and productI Created by Independent Third party: Yes particulars. 12323.14 n. Model 51"1"5/51"I'6/51"I"8 Extruded Vinyl Sliding Patio Door - (XO or OX Configuration - Nominal 8'0 x 6'10) Umits of Use Installation Instructions Approved for use in HVHZ: No FL12323 R4 II Inst 12323.14.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A evaluation Reports Other. See INST 12323.14 for Design Pressure Ratings, any FL12323 R4 AF Eval 1 3 .14 odf use limitations, Installation instructions and product Jadditional Created by Independent Third Party: Yes particulars. 12323.15 0. Model 11"119 Extruded Vinyl Sliding Patio Door with Nailing Rn - (OXO _ Configuration - Nominal 70 x 6110) Umlts of Use Installation Instructions �^ Approved for use In HVHZ: No FL12323 R4 If Inst 12323.15.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 Evaluation Reports Other. See INST 12323.15 for Design Pressure Ratings, any FL12323 R4 AE Eval 12323.1S.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 12323.16 p. Model 51.1"9 Extruded Vinyl Sliding Patio Door with Nailing Fin - (OXO Configuration - Nominal 9'0 x 610) Umlts of use _ Installation Instructions Approved for use In HVHZ: No FL12323 R4 II Inst 12323.16. odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 12323.16 for Design Pressure Ratings, any FL12123 R4 AE Eval 12323.16.odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 12323.17I q. Model 1105/1106 I Extruded Vinyl Sliding Patio Door with Nailing Fin - (XO or OX Configuration - Nominal 60 x 6'8) Umits of Use Installation Instructions Approved for use In HVHZ: No FL12323 R4 II Inst 12323.17.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 12323.17 for Design Pressure Ratings, any i h -L12323 R4 AE Eval 12323.17.ndf additional use limitations, Installation Instructions and product I Created by Independent Third Party: Yes particulars. 12323.18 R. Model 51i5/5116/51i6 Extruded Vinyl Sliding Patio Door - (XO or OX Configuration - Nominal 8'0 x 6'8) Units of Use I Installation Instructions Approved for use In HVHZ: No FL12323 R4 II Inst 12323.1a.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. See INST 12323.18 for Design Pressure Ratings, any E112323 R4 AE Eval 12323.18.odf additional use limitations, installation Inatrucbons and product Created by Independent Third Party: Yes particulars. 12323.19 s. Model 6200 Extruded Vinyl Sliding Patio Door - (XO or OX Configuration - i Nominal 6'0 x 6'8) Umits of Use Installation Instructions Approved for use In HVHZ: No FL12323 R4 Ll Inst 1 3j71.19.ndf Approved fbr 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 12323.19 for Design -Pressure Ratings, any FL12323 R4 AE Eval 12323.19.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. i•) \ 12323.20 ( t. Series 5200 Model 5202, :205 Extruded Vinyl Sliding Patio Door - (XO or OX Configuration - I fitpYMalftUidlrg.orW/pr app_till.aspx7param=wGF-WOw1DgIF2AezuarjgJSyINe2SGUYUANZidPE%21TYYHkE2zygjyg%3d%3d 45 i I f ASSOCIATED MATERIALS 1 N A T E 0 3773 STATE ROAD CUYAHOGA FAUS, OH 44223 3100 STRUCTURAL MULLION Muum GOAL POST SME B1iAC W ItEAD Mm 24 , GE'NERN. NOTES: 1. RhE prodxt Isas llhten esolsand ono $ in tgnplbnee w1m ehs stn Ediion (20u) Raldo 101*0 Cade (FBC) vuckoro me'IEgh Velodhr Nffft a lord and somans to the momments of FEC Chapter U. 2 wood buts by onmrs. rrrAl be and ned Wopedy to Wrier Moods to no M cb" and be M*wed by the nuEmng OIEctm 3. Motion anchor elrinodment to base moteft dsdl be boyond wot desfirg or shseco. 4. When used m am mgAkg wind baro dsbrb profeelbn Rrb product dos rot mohke protection ban m inpocl moW cove ft wtvm used inWPrhd Zones t. 2 and 3 m darned by ASTM E 1996: in Wind Zone 4. as d*,.ed by ASM E 1996, rob product nut be protected wW. an hVed mOW covPhg emgyotg win Section 10.12 of Rhe FBC. . S %pemote product applovat for each Oaft Product used with mese nxftm MA be Iulmdtte0 dory MON Itis mutton podt,,-t r> vnwd. A. product w ft of paft poduct to the msAon dim be m sdvld shown In each Ed 0adrg 7. Any ooth69ae not covered in rob evoUafion are subject to reparole engineerbg evo whom a Msrson Design Mme Raft we load tmrag Table Sheen 2 aid 3 of the dhowthg. 9. The dotgn pm" to" of fns mm" doll be she lesser of the lood oopadsy of the m" detem**d wv m'a approvd or the design persue rc*g of we kdittd glaring produce seed 10. Eammrg bon drnsreiom rot geomOtc shopes mud be loud to at less thmh me mcmnput dmmdons shown a aeih 11N1[, I..VNIaIIICV DIMENSION IS 108' W1 — jr- W2 TABLE OF CONTENTS SHEET I DESCRIPTION 1 TYPICAL ELEVATIONS A GENERAL NOTES 2 MULIJON LOAD TABLE FOR WOOD SCREW ANCHORS 3 MULLION LOAD TABLE FOR CONCRETE SCREW ANCHORS_ 4 ' ' MULLION SECTION AND ANCHORING DETAILS 11N1[, I..VNIaIIICV DIMENSION IS 108' W1 — jr- W2 it GLAZING PRODUCT GLAZING PRODUCT CLA71NC PRODUCT GLAZING PRODUCT GLAZING ( GLAZING PRODUCTI PRODUCT PRODUCT qb GLAZING I� PRODUCT GLAZING go. COMBINED DIMENSION LS 108' -' w1—jr— *2 n . COMBINED _ DIMENSION IS 108' WI--- W2 it GLAZING PRODUCT GLAZING PRODUCT CLA71NC PRODUCT GLAZING PRODUCT GLAZING PRODUCT MAX COMBINED T it IS 108' w2 t — GLAZING GLAZING PRODUCT Of qb Zs GLAZING go. COMBINED DIMENSION LS 108' -' w1—jr— *2 q PRODUCT . — PRODUCT L!€� GLAZING GLAZING PRODUCT PRODUCT z o c Q � Ig f�I a w=u or.w MAX COMBINED T DIMENSION w1�� IS 108' w2 t — GLAZING GLAZING PRODUCT PRODUCT qb Zs GLAZING GLAZING L PRODUCT . — PRODUCT TYPICAL MULLION CONFIGURATIONS wr. NTS s L n. OWS • or. LFS use w a F1.-12078.1 c n 1 or 4 s — — O C+ R �Wl -1�-W2-1 GLAZING GLAZING PRODUCT PRODUCT �1 i� TRIBUTARY WIDTH e W1 + W2 -'{ 2 �WI GLAZING GLAZING PRODUCT PRODUCT GLAZING ti L -IL PRODUCT L_i LNSTR N TroNs Foa LIKE OF THEMU�iON LOAD TAHtE.- I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARMULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TAGLE. LOCATE THE TRIBUTARY WIDTH. At THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING 111E TRIBUTARY WIDTH. READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL 10 OR GREATER THAN THE DESIGN LOAD REOUIREMENT OETERMINED IN STEP I ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 3 $ 2100 STRUCTfM& NUMON LOAD TABLE ti INDIVIDUAL GLAZING PRODUCT APPROVAL ! ! sr x• ! 77murunNmn ! W er051.71 2. SUBSTITUTE /8-18 PANHEAD SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDMOUAL GLAZING PRODUCT APPROVAL MAXIMUM FAST04ER SPACING ALLOWED IS B' FROM EACH ENO AND AT 15' O.C. MAIL. SPACING 4r Lr W K oM.uolei FL -12078.1 N11 Met an "M Sl.n 11.14 N. 1142 am 40.0 a.00 SAS Ic, 7075 Tt.A X7 t. NSA UP Sim an CA 1139 7U tl .t0 eL01 n.5 42x o Q.1S 0123 .10 7P eRt7 00.10 SPY SIM 5471 61.39 139.05 003 0927 84.71 3970 77.11 7171 e41P elm 00.N 1 11020 10010 11131 U42 a N@ na .00 am M77 asSAM 1x76 Sam San No min S71 !m Ma 70.39 1700 S&II or law tam Sam I1lM Imm Imw m39 am 00.71 MN NS7 n. ! tam tam lam Sam ,p.m 114.51 1t0.10 10!87 IM-% W.m am 0039 NY ! to tam tam lam tam tam Ia.00 1 OS 11100 10100 13961 9111 1¢00 K lam tAw lam Ia00 lam 120.39 120.39 IMM tam 11111 11,x I01ue 3996 r Q tam --l-250-War-lam tam 12039 Sam GD.00 lam I39 IaM 1 /3972 ! tam taw fpm tam 1 DD tam tam 12000 17039 120 tam fmID 113N ! tam /0000 120.00 lam 12000 17039 /pD0 12039 Ipw ta.W tam 170,39 00 r tam lam tam tam 1A.M 12000 SAM SAM IAM IAM SAM lam I m K tam SAM 120M tam w t 12039 SAM 1 w 12000 tam SAM 12100 1? taw MOD U0. LAM Mt- /A SAM IAM m tam Saw low Nr 12000 1 00 la00 tam law 122M taM SAm 12000 1M.M Saw tam MOD ! 12000 So 00 120M 12000 12000 fpm tam -12039 taw lam tam law 1pw Saw ! IaM 120 tam 120.00 100.00 IA.w law SAM 12039 law SAM tam Ir MOD SAM SAM lam t 1500 tam law lam tam SAM SAM law tr taw I laM I lam lam taw 1500 lam Iain Sam law taw taw Mae ! 110.00 TamtaM ISM 10000 tam ISM IMM Som ISM taw 12000 no m ! TT Saw la. laM SAW 00 1300 ISE 12000 IS 00 tAm LAM ! law !1110 UDM tam tam . w In00 SAMtAm to m W .. to Sam tam low to taw SAM m I to W I Law law Saw L_i LNSTR N TroNs Foa LIKE OF THEMU�iON LOAD TAHtE.- I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARMULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TAGLE. LOCATE THE TRIBUTARY WIDTH. At THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING 111E TRIBUTARY WIDTH. READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL 10 OR GREATER THAN THE DESIGN LOAD REOUIREMENT OETERMINED IN STEP I ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 3 $ I. SUBSTITUTE (I FOR 1) 1/1'-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE ti INDIVIDUAL GLAZING PRODUCT APPROVAL a,r, t2 f 1 OB 2. SUBSTITUTE /8-18 PANHEAD SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDMOUAL GLAZING PRODUCT APPROVAL MAXIMUM FAST04ER SPACING ALLOWED IS B' FROM EACH ENO AND AT 15' O.C. MAIL. SPACING WALL NTS °L W. DIAS aR to LFS NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRLLUNG SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. THIS SECTION VIEW IS SHOWN FOR IIIUSTRATTVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY ALSIDE WIN0M CAN BE USED IN THIS FASHION. oM.uolei FL -12078.1 � W1 -J W2 GLAZING CLAZINC PRODUCT PRODUCT O 1 31I1 J.� TRIBUTARY WIDTH - W1 + W2 2 �•- W1 W2 -� l 1• GII..:IAG .PNJI`UCT �n 1 34 �1 GLAZING PRWL'CT . • G!/1�7!NG PRODUCT INS CTTONS FOR USC QF THF M'JI lett LOAD •ABLE 1. OETERMIN£ THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED LY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2 FCR THE PARTICULAR OPENING, DET -ERMINE THE FRNBUTAW WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TFIBUTiW WIDTH DETERMMATICN. 3. IN THE FIRST i.OLUMN OF THE TABLE, LOCATE TNF MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. Al Thr IMERSEC1% OF THE ROW CONTAINING THE MULUON SPAN AND THE COLUMN CONTAINING TH: TRIBUTARY MUTH. RFAO THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED Is STEP I ABOVE. Wp* III 3100 STRUCTURAL MI U MLOAD TABLE !1 1� VP 1 R�{ dig a jr 1r 3r 3I traevrAl7rnlorH » 4r /r 44• Is 6T• Ir W baa a 6132 2130 1.75 8Ab 17.76 450 ass I2W 10. 3&OI ».51 AW 67.37 6&3 44.0 5926 U.0 Sit 51 6131 d 4? --4m- maw7,11 7,11 NW- 6QW 610! et. 69.31 57.21 67.32 63 SIX 1&» 1102 1QN 7215 6Q?3 60.44 23.63 6166 M aKW-itTb 61.0 50 61 11 7622 2913 50.19 KOS F-79 62U SI.» 6Q6S 610 52 riz2! »37 !LID 72m 0.0 a bat Uo 6uW mm s0. 61.1E st.a Lb Ti 61» ».21 7&W 7212 as m63 61.63 6216 I0. sd 5& 53.17 or K 6631 0170 7&37 75.20 tZ45 OL02 27.37 Koe e265 W. - si0 6361 M27 KID 61.91 71 7567 7201 7531 6/.W mm asil 6156 .63 0.0 91st 60.44 0671 an 19.12 7&19 a 1&91 6Qs7 63 029 W 2 10.61 2105 60.62 a Oi63 70.76 7&62 6320 71.71 66 orIll u2i 32•11107 10194 9016 KV 81) F2 WS 630 bosh 77.73 ILIO » I1111 100.12 Im as Biot 9126 W.n I&66 StU 377 ILL? n,n 39 ur 1mW 11420 191 10006 0o I m01 11 KID --Kw- 70. 1275 m0 im MU 11oOD I6 107.11 9131 MA 0.11 Ia 44 MZ t -m 120.0 11&31 111.11 WQee t t IQ 67.01 or MOD MOD 1299D tmm 11IR7 71311 ma tot19 t0& Wog 60. e7 oS IR lace 1 12&0 WO 1 n 106 0:31 mst• 1 m 1- 1mRD tm.m 1 M 120.60 117.75 111 10925 tOL1i 10-0 45 3e• 17&00 12400 1 m 1200 170.0 MOD 1Am 11235 t12.2a 7m17 10-59 3P 1ACd ,IOD 7mm 720.00 130.0 170630 �mOD i39W 120 M 119.63 1484 loch _ 7r 72oGC 134 1200 TOO M-110 2C.m -CM 140.0 q0. 131 7A tAW 1 m 7-m 110./3 t0' 73&44 1 m MOD 130. 120 OC ImW 1ffim 71& 1-00 12&31 MOO .00 21• 11Jm 16340 tmOC MW :.?W Im00 III- 170.31 1363 law tm 7Xr10 - .0 IV IF mm 1 I-IIG t, IAnT 7IDm, 1A Imoo 51L 130.0 1 W 21 t -m 12&63 1 m 1-m 1260 mm t24W t10.00 131,1 t 1200 11000 0 INS CTTONS FOR USC QF THF M'JI lett LOAD •ABLE 1. OETERMIN£ THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED LY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2 FCR THE PARTICULAR OPENING, DET -ERMINE THE FRNBUTAW WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TFIBUTiW WIDTH DETERMMATICN. 3. IN THE FIRST i.OLUMN OF THE TABLE, LOCATE TNF MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. Al Thr IMERSEC1% OF THE ROW CONTAINING THE MULUON SPAN AND THE COLUMN CONTAINING TH: TRIBUTARY MUTH. RFAO THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED Is STEP I ABOVE. Wp* III !1 1� VP 1 R�{ dig A FOR ANCHORING GLAZING PRODUCTS TO TWE MULLION, ANCHOR SIZE AND SPACING SHALL RE AS SPECIFIED M ONE OF - THE FOLLOWING: ' 1. SUBSTITUTE (1 FOR 1) 1/4•-14 SELF-DR!LUNG SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL Ic 2 SUBSTITUTE j8-18 PANk AO SELF -DRILLING SCREWS FDR THE FASTENERS SHOWN IN THE X12 1 e INDIADUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6• FROM EACH NIS 3 END AND AT 15' O.C. MAX. SPACING. m Vt. DWS A P«. In: LFS ! NOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE 1pwm ■p: A MULLION. MIS SECTION NEW IS SHOWN FOR ILLUSTRATNE PURPOSES. OTHER FRAME SECTIONS OF FLORIDA APPROVED FL -12078.1 WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASMON. i PUT W 4 in 5.5' n 375' ci 75' 1.0' L_ .75' O 0.75'-pof IS MUI ION wCHOR BRACKET 50-2722 MAT'L• 6063 -Te--------- db— t 3/4" SMS CENTER HOLE MUST NOT 8E USED WHEN USING MAi'L• 6063-T6 � CONCRETE SCREWS c 1/4' MAIL. e ANCHOR THROlIGH IXBLOCK USING 1/4" X 2 -1/4 - CONCRETE SCREWS 3/4' SMS RAar uIullfw ARACXEZ ANCHORING EIAIC MULLION BRACKET ANCHORING FOR CONCRETE SCREW CONNECTIONS AND FOR WOOD SCREW.APPUCATIONS MS SCREW (MULL TO MULL) CONNECTIONS 1/4' MAX. --I 1-1/4" MIN.��0 2XSS2% SS EMBED. OR TO 2X RUCK USING 110 X 1 -1/2 - WOOD SCREWS tlttl ! ! i e (6) /10 x 1-1/2" WOOD SCREWS (J/4' MIN. EDGE DISTANCE) ♦ n 2X MAT'L: (SPRUCE- �PINE-FlR) G-0.42 bla OR BETTER 1-3/8' MIN. LMBEO. ? Z dCJ l �c � N C(4) 1/4' 4' ELCO ULTRACON a19 `SCREW • (2.5 MIN. EDGE DISTANCE) —3.000 PSI CONCRETE CONFORMING TO ACI HORIZONTAL ALUMINUM MULLION e 301 OR HOLLOW (UNDER SEPARATE APPROVAL) O BLOCK CONFORMING \ TO ASTM C90 1-1/4' MIN. — — EMBED. — — — — — — — e' (4) /10 X 3/4'v COALPOST SHEET METAL SCREWS BRACKET (1/2" MIN. EDGE DISTANCE) 3100 MULLION 1/4' MAX. --� 'e O MI LION TO Ys4UON ANCHORING ANCHOR TO MASONRY USING 1/4" X t -J/4" (4) }/4' X 1-3/4" ELCO ULTRACON CONCRETE SCREWS CONCRETE SCREW (2.5" MIN. EDGE DISTANCE) • e ' O 3.000 PSI CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 i or. OWS ° wr LFS ; oIC r0... Q FL -12078.1 n _►�� O X15 Florida Building Code Ortine Comments iArchived Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfernbaugh@alside.com ! Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Small Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '�1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL12078 R4 COI CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 NOJ1larld9bUld1ng.orgfpr/pr_app 0-aw?peramowGEVXOwlDgWEQMP8a6FAUmUcubT5z3s3diwVGy7HJ5yVOCKP3Tw%3d%3d 113 Hl3diDls Florida EUldrg code Onfirle Product Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 03/04/2015 03/16/2015 03/18/2015 06/22/2015 FL Model, Number or Name Description 12078.1 a. 3100 Structural Mullion — Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post (at head and sill) Style �— — Mounting Bracket Umits of Use Installation Instructions Approved for use In HVHZ: No FL12078 R4 11 Inst 12078.1.od/ Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.1.odf window size. Refer to EVAL 12078.1 and INST 12078.1 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. II I 12078.2 1 b. 3100 Structural Mullion Umlts of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Mullion Design Pressure varies according to mulled window size. Refer to EVAL 12078.2 and INST 12078.2 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post (at Sill) and the Bull Nose (at head) Style Mounting Brackets Installation Instructions FL12078 R4 It Inst 12078.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12478 R4 AE Eval 12078.2.odf Created by Independent Third Party: Yes 12078.3 c. 3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post (at head and sill) Style Mounting Bracket Umits of Use — Installation Instructions Approved for use In HVHZ: No FL12078 R4 11 Inst 12078.3.edf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other. Mullion Design Pressure varies according to mulled ! FL12078 R4 AE Eval 12078.3.ndf window size. Refer to EVAL 12078.3 and INST 12078.3 for I Created by Independent Third Party: Yes -- — i Mullion Design Pressure Ratings, any additional use J limitations, Installation instructions and proJuct particulars. — -- 12078.4 d. 3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post (at Sill) and the Bull Nose (at head) Style Mounting Brackets Umits of Use Installation Instructions I Approved for use In HVHZ: No 11-12078 R4 U Inst 12078.4.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.4.odf window size. Refer to EVAL 12078.4 and INST 12078.4 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use i limitations, installation Instructions and product particulars. Nl JMorldat1111ding.orgfpr/pr app o.aspx-eWam=wGEVXOwtDgWE0f6F&ffAUmUcubT5z3s3d3mVGy7HJ5yVOcKP3fw%3d%3d 213. 12078.5 rel- Series Structural Mullion j Extruded Aluminum Clipped Mullion for use on Wood and Openings utilizing the Goal Post (at Head and Sill) �— — iMasonry Style Mounting Brackets —_--�-- Umits of use Installation Instructions Approved for use in HVHZ: No FL12078 R4 1I Inst 12078.S.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 I Evaluation Reports Other: Mullion Design Pressure varies according to mulled FL12078 Rd AE Eval 12078.S.odf window size. Refer to EVAL 12078.5 and INST 12076.5 for I Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. II I Nl JMorldat1111ding.orgfpr/pr app o.aspx-eWam=wGEVXOwtDgWE0f6F&ffAUmUcubT5z3s3d3mVGy7HJ5yVOcKP3fw%3d%3d 213. Hf3Uf�D'IS •r .r 12078.6 Florida BuIlding Looe Online f. 'I' Series Structural 'transom Extruded Aluminum Gipped Mullion for use on Wood and MullionI Masonry'Openings utilizing the Goal Post Style Mounting Brackets Limits of Use My - Installation Instructions Approved for use in HVHZ: No FL12078 R4 II Inst 12078.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Mullion Design Pressure varies according to mulled R-12078 R4 AE Eyal 12078.6.odf window size. Refer to EVAL 12078.6 and INST 12078.6 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. r 12078.7 g. 'C -pass" Series Structural Mullion Umlts of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. Mullion Design Pressure varies according to mulled window size. Refer to EVAL 12078.7 and INST 12078.7 for Mullion Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. IClipped Steel 2.0", 2.25" and 2.5" Bar Mullion for use on Wood and Masonry Openings Installation Instructions FL12078 R4 II Inst 12078.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F112078 R4 AE Eval 12078.7.odf Created by independent Third Party: Yes Bork ilei: ': IVO North Monroe street. Tallahassee FL 32399 Phone: 850!487-1924 The state at noride 13 an AA/EEO employer. CeevrloM 2007-2013 State of Florida.:: Privacy StetemerK :. Accessibility Statement :: $may Statement Under Ronda law, email addresses are public records. If you do not want your e-mail address released In response to o public -records request, do not send electronic mail to this entity. Instead. contact the office by plane or by tradtional man. If you have any questions, pease contact 950.487.1395. *Pursuant to Section 455.27S(1), Florida Statutes. effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dopartment with an email address If Mar 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 on email address which can be made available to the public. To determine If you are a ticerwe under Chapter 455, F.S., pease did Iyer . Product Approval Accept@: ®®U-73® MINIM' SeW1lr1 Mt:7krCf htlp/Alcvidabt►Iding.orgfpdbr app o.aspu?param=wGEWOwtDquJECMP8a8FAUmUubT5z3s3d3wyGy7HJ5yVOcKP3Tw%3d%3d X3