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WS-17-171 -i L' r' r , i i f k - F f t S 41 Or Miami Shores Village Pr ll tt Wln0oWshUtte 10050 N.E.2nd Avenue NE h �w� y �y z O7[ . �4 Miami Shores,FL 33138-0000 Peril tat"us:Ai"p12t�1fEt3 h n� Phone: (305)795.2204TI iAh p 1 y17 Expiration: 07/29/2017 Project Address Parcel Number Applicant 145 NE 101 Street 1132060131940 Miami Shores, FL 33138- Block: Lot: PHILIP&LISSET KEATING Owner Information Address Phone Cell PHILIP&LISSET KEATING 145 NE 101 Street (305)336-1715 MIAMI SHORES FL 33138- 145 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 32,210.00 FLORIDA HOME IMPROVEMENT (954)792-4415 _..a......._..... _,...n_._.. _n......_. m.,.._,_..._.:.. Total Sq Feet: 0 � Type of Work:REPLACE 16 IMPACT WINDOWS&4 DOORS Available Inspections: No of openings:20 Inspection Type: Additional Info:REPLACE 16 IMPACT WINDOWS&4 DOORS Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $19.80 DBPR Fee Invoice# WS-1-17-62689 $4.50 01/30/2017 Check#:30939 $320.80 $50.00 DCA Fee $4.50 Education Surcharge $6.60 01/23/2017 Credit Card $50.00 $0.00 Permit Fee $300.00 Scanning Fee $9.00 Technology Fee $26.40 Total: $370.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformi with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume e o ibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLU N ECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID T: I certi h II the foregoin information is accurate and that all work will be done in compliance with all applicable laws regulating construction an oning. Futh o I uthorize the above-na contractor to do the work stated. January 30,2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 30,2017 1 CFN:20170046204 BOOK 30397 PAGE 2105 DATE:01/26/2017 08:33:59 AM HARVEY RUVIN,CLERK OF COURT, MIA-DADE CTY NOTICE OF COMMENCEMENT , A�MT trlM U M W Ie Joe arta u IMOF FOW lNaFrEgnOFI SM OF AnFMk' OMMW OF MWA-We ez,71,-7 TFC UFcW hereby gives noaoa that Worovernenits will be made to certain reall prop ft and in aocWfttos wain Chapter 713.F3oride Statutes,the Wowing InfNrnation Is prodded In fids NOON of ConVINfOWNW& Specs above nm~tar aas of raoor to calm 1.LqW Jam,118, of pmpahl and atmWaddreW kJ► S S..2 7 0 10. O f aT 5 I 01 - 3151 b t5 �k- 2 Oesat�On d� � a 3.0arrrerW name and QF i 5-t il- . 0 h property:_metol m ulama and ad*m of ilea skWb tiMmider WA 4.Conumm res name.address and pllmte number: FLORIDA HOME IMPROVEMENT ASS= RW 42 CT-_kn I YWOM Ft_X1919 5.Surety:Ott bond n qukW by owner from contractor,It arty) Name,address and ptlmle rnantler: ► Amotad of bond: MIA S.Lendeft name and adder WA 7.PWsone whit the State of i Arsda des%pmh d by Owner upon whom notices or otfier documents may be served am provided by Section 713.13(1 7.,Fkvida SWIuts. Name,address and phone nrmtw NIA S.In add 0 to Minn f,Owners dues the following persons)to receive a cry of the Llermes Notim as prodded in Serum 713.13(1),FAdda Statutes. iNarrra.address and phone nlartbsr: 1�IA 9.Expiration date of#6 Nafte of CArnmenownent On mq*agm date is t year atm the date of recording urA►ae a da 1 aft is qma " WiMiMTOOWMRAWPAYMBCMMAMSY71-MOWNMA"MYNEEWMffMOFTNEWrOEOFOMAMMMAMCMAURM YIIPW"M PAMEM UMER CHAPTER 713.BART i.800 TION T13.13.FLORIDA STATUT15%AND CAN REWIZ IN YOM P&M TMI4E FOR 1193AO4H14ENi8 TO YOUR PR ERTY.A NOTICE OF COMMENCEMENT RWffr Be RECORDED AND POSTm ON THE d013 SITE BMW THE FMI 99MMM .iF YOU INTEND TO OffIAW FINANCING,CONSIAT Wf7H YOUR LENDER OR AN ATTORNEY MORE COMMENCING WORK OR REOORDM YOUR NOTICE OF COMMONCEMENr /Manager hem By - Prepared 13y FLORIDA HOME RPROVEMENT A88OC Plot Nems Print Name__ 3044 SW 42 ST.HOLLYWOOD Fa..33312 Tkta101ECs Tttierloflce 897E OF FLOPIUA COUNTY OF MbMAI-DADE The was acknowledged before mo this C `) day of rye✓� pc% r!:4 d .or d as for Kromnally lawwn,or U produced the foftwbV type of ideMiltoation, Sigitahm of Nobuy Public: Print Names. (am) w o* My COWISSION It FF 164915 EXPIRES:Ociober 1,2018 tJrd at1 Idwtpb that 1 wad the foregoing and e'grr•a�y�`Oe %*dTfinuBadgalllrtary8V,1m that in it ,to tiw of my knowledge and beflef. IV 's C /Dtrsotox/Patner/Managerwho above r+a.n+sawa era I Sol(4 10te*p— Miami Shores Village T=-na: _. ,{: 77�" Building Department JAN 2 - 2017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 5�&1 FBC 2014- BUILDING Master Permit No.- PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Q�5 kkf� 0 o� GT City: Miami Shores County: Miami Dade Zia• 33 13 F) Folio/Parcel#: )) - 3znCO" ©(� ' V CI)` o Is the Building Historically Designated:Yes NO Occupancy Type: Load: 1 Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder) 01-'iPhone#: 150 S•',>3CP Address:_ 0 1 ">� City:� � � rn l Smto--� State: 1Z Zip: Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ Z 2)U Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: REPLACE ) Lp a.MpCjj L-T Specify color of color thru tile: Submittal Fee$ 1 Permit Fee$ 3 6J - CCF CO/CC$ Scanning Fee$ Radon Fee$ `7 o DBPR$ Sa Notary$ -----— � c Technology Fee$ Training/Education Fee$ '� Double Fee$ Structural Reviews$ Bond$ 2 TOTAL FEE NOW DUE$ J (Revised02/24/2014) Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A city N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs s ven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a r inspection fee will be charged. r Signature Signature OWNER or RENT CONTRACTOR The foregoing instrument was acknowledged before me thi The foregoing instrument was acknowledged before me this (� day of ('6Q 20 l� by day of z-Aa(' 20 �fyl� kC4'�l/1Z�,who is personally known to ��D Rmk Q-( ho is persona i know to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: qsP: Print: _`. AW01,J0 HERNQE.7 Print: �l ga-'ala► 'S `�C',Ui �4� ��a � r�,�s� Seal: r �o�� - F, I_ r Seal: APPROVED BY 2` Plans Examiner ��8049 AUB Ali Structural Review Clerk (Revised02/24/2014) 1/6/2017 Property Search Application-Miami-Dade County OFFICE OF THE PROPERYY APPRAISER Summary Report Generated On:1/6/2017 Property Information Folio: 11-3206-013-1940 _ w` d'�a'"4 145 NE 101 ST `''' � ,r Property Address: "7 a ' Miami Shores,FL 33138-2320 r _W_ I� r PHILIP R KEATING � Owner LISSET GONZALEZ KEATING 145 NE 101 STREET ""' k` Mailing Address MIAMI SHORES,FL 33138 USA ; , Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNITY a y _. ,• � _ ° ink ,f t Beds/Baths/Half 2/1/0 Floors Living Units 1 Au Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,682 Sq.Ft Taxable Value Information Lot Size 8,625 Sq.Ft 2016 2015 2014 Year Built 1935 County Assessment Information Exemption Value 1 $50,000 $0 $0 Year 2016 2015 2014 Taxable Value 1 $357,224 $313,145 $287,012 School Board Land Value $215,711 $164,082 $164,082 Exemption Value 1 $25,000 $0 $0 Building Value $158,743 $127,499 $125,312 Taxable Value 1 $382,224 $313,145 $311,198 XF Value $32,770 $21,564 $21,804 City Market Value j $407,224 $313,145 $311,198 Exemption Value $50,000 $0 $0 Assessed Value $407,224 $313,145 $287,012 Taxable Value 1 $357,224 $313,145 $287,012 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $0 $0 Non-Homestead Cap Assessment Reduction $24,186 Taxable Value $357,224 $313,1451 $287,012 Homestead Exemption $25,000 Sales Information Second Homestead Exemption $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 03/18/2015 $550,000 29548-3550 Qua[by exam of deed Board,City,Regional). 08/01/2005 $680,000 23703-0054 Sales which are qualified Short Legal Description 10/01/2001 $250,000 200041675 Sales which are qualified MIAMI SHORES SEC 1 AMD PB 10-70 11/01/1997 1 $150,000 17874-1107 1 Sales which are qualified LOT 20&E1/2 LOT 19 BLK 14 LOT SIZE 75.000 X 115 OR 20004-1675 10 2001 1 COC 23703-0054 08 20051 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: Miami shores Village ` Vill Building Department Igoe 10050 N.E.2nd Avenue Miami Shores, Florida 33138 to Tel: (305) 795.2204 OR'IDp' Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qa ifier/Owner Signature Date Print Name Florida Home improvement Associates Broward Tel:954-792-4415 Ucense No.CGC 0618901 QB44818 Miami Dade Tel:305-545-4469 3044 MY 42nd St,Ft Lauderdale,FL 33312 FLORIDA Fax:954-792-2170 ROME IMPROVEMENT Web:FHAPRODUCTS.COM ASSOCIATES Email:INFO@FHAPRODUCTS.COM �►� Replacement Wind yrs Contract �( Name: i Home Phone: �3os'-336-� / 4� Bus.Phone: 14s i e �. !3 Address City State Zip r This Contrail is made and entered into this _day of�A"l 2p6try and between Florida Home-Improvement Associates,Inc, a Florida corporation("Contractor"or"FMA"),and owners)named above of the residence located at the address listed above("Owner"). The Work.Contractor agrees to perform the work described below: 9 1) Remove existing units to be replaced.(NOTE:Removed items are likely to be damaged.) Directbnare viewed from the Inside. On slidingg glass doors Active andFlxed 2) Prepare openings as necessary to receive replacement units. Panels are Identified. On Casements 3) WINDOWS:<FHA Energy Storm Saver Simonton Vinyl Insulated and single French doors the hinge is identified Right Hinge and Left Hinge. Install_Aluminum Insulated,_Aluminum Non-Insulated On Double-French crows the more 4) Doors: FHA Energy Storm Saver_Aluminum Insulated, Aluminum Non-Insulated active door is Identified impart:( ) Non-Impart:( ) Co/or.Whit _ Tan: Bronze: Grey: Mill Finish; Grids Yes( Nom Double Hung Stns Hung Casement Picture UChwa Other Standard_ Qty_ QL 47, QtY4 Qty— Qty Qty�' Custom axed FA AF LH RH A� A� m oa a 9 5*1111a Glass Door Single French Doors Double French Doors Geometric s�.Ep AA AF FA FAAF AAF FAA RH(V LH(r) RA( ) LA( ) / QtY Qty_ Qty_ Qty_ Qty Qty— Qty` Qty_ QtY Glass: r e INITIAL HERE j ail Warranty Mari cturel's warranty sent upon competition. 5) Work NOT to be replaced: Imil Ir INITIAL HERE 6) If applicable,removi shutter panels,and/ r security bars. i E 7 Special) uctions. '.1 h 8) Cleanup Job debris and provide necessary permits and insurafice. 9) if applicable,)n the event.that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction hall be automatically cancelled. (No flnis rk o her the normal tion is t i 1 done dole ed below.) @ n AddI Work: r r r v Schedule:Contractor shall commence the work withinlUdays after execution of the Contract(the"Commencement Date")and shall end vor to complete all Work hereunder withindays after the Commencement Date. $ 'y Contract P The TOTAL PRICE for all Lobar and Materials(including any applicable discount)is $ ✓ Sales Tax( $ Down Payment $ n 00 (if applicable) �r7r Balance Payable 5 Total Contract Price Contrailor will provide to Owner a Final Waiver and Release of Lien and Contractor's Final A Idavit to Owner,substantially similar to the forms Included in chanter 71,kQarida Statues(2005). Circle one:jWr NO)Owner elects to apply for financing of the above-statue lump sum amount If yes is circled,see financing agreement and related documents Notit6totbeOWner,Nfhlandng Is being obtained by Owner. a).Do.rwtsign tltb home bnprovement contract(inducting imanchrg documents)In blank. b).You are entitled to a copy of the contract at the time you sign.Keep it to protect your legal rights. c).The fl u=W documents attached to this home Improvement contract may contain a mortgage or otherwise create alien on your property that could be foreclosed on N you do not pay.Be sure you understand all provisions of the contract and financial documents before you sign. Miscellaneous:This contract contains the entire contract of the parties.It may not be changed orally but only by a signed change order or other written amendment.The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF,the Parties hereto have executed this contract,under seal,as of the day and year first above written. You the Buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attached notice of cancel] on form for an explanation of this right. Con!7M r:F / �L (S of er) By(Name— &Title)�� (Signature of Owner) N, Date Home Owners Association Name: Phone#: YES ( ) NO W Building Name: �C-I E-D v � Jl _ I� 1 J 32017 (; ITY5 I , d \' '2 ® , ® --�. C' Specialty Engineering Consultants,Inc. " -r Wind Velocftes m South Florida ° 5 1500 SW 30 Avenue,Suite#20 1 Dade 1lroward Palm Brut Boynton Beach,FL 334328 Risk Catl 163 I% 1% lawrinkm ° ° FL.CA#009217 ' 5 -®? Risk Cat 2 175 170 170 S' Faad Residmcrs Risk Cat 3&4 186 I80 180 Fsemual Fedlines P:=q h•(GCp-GCp I) Imatttctbrts and limitations of Use 1 Cheds vide wind res based on the mean roof height And shell net aweed 80'-0'. 2 D n res;ures are for an enclosed builind' shutters or other impact resistance protection required). V(mph) 175 1620 FBC fm HVHZ,or Fig.26.5-1a 3 User shall determine the mean roof heigM, Eava M+Hoof PeakY2. Risk Category B Table 1.5-1,page 2 4 End zone distance is the lessor of 10%of I ,10%of wklth,or 40%of Ota mean roof Mand not less than 3'-0' E.posure C Section 26.7 5 050%of a com rteM lour a particular zone Oren that wm rteM®cormidered 10 be trt zone wlth the ma of Ore area.it questionable Oren place vt Zone 5 Kd OAS Table 26.6-1,page 250 8 Each com nem,wbdow,door,mullion has a area dud Is area to be used.Ares M coo nems to rounded down but shell Trot be less than 10 sf. Ka I Figure 26.8-1,page 252 7 For NOA'w Omt utre a Kd=1.0 than mut I the values listed hereto 1.18. GCpi 0.18 -0.18 0.55 8 Wind are based on Allowable strew;design. pitch ofroof 3/12 14.0 degree 9 n listed herein are veld for B and C and D.mss roof M 30' tins 14.0 deg- 10 Charts and values listed herein are onl valid when nod dated,and sealed Ga McDo le,PE#58214 or Mark LeBlanc,PE#35881 or Adam D.LeBlanc,PE077012 11 Wind design res are calculated in amordmtca wdh ASCE 7-10,Method 2 12 No reduction is taken for slopes less than 10 d real. Area ofownponow Area ofaunponcat Ars ofcompoom Arm of Am of Area of Arm of Area ofoomponew Area ofoompanant Area ofcamponant Area ofoomponent 10.0.17 15.0.f 20.O.f 25.0 sf 30.0.17 35.0 sf 40.0 of 45.0 sf 50.0.17 55.0 sf 60.0.f Mem Roof00 Hediflau Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zona 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40.6 40. 39.3 39.3 36.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -54.4 -42.8 -52.0 -42.4 -51.3 112.0 -50.5 -41.6 -49.7 41.1 48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 -40.8 -48.0 40.4 47.2 40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 -43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 -48.6 -40.9 47.8 1 -40.5 47.0 40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56A 44.4 -54.0 -43.9 -53.2 43.5 -52.4 43.1 1 -51.5 42.7 1 -50.7 -42.2 1 49.9 41.8 1 49.1 41.4 48.3 41.0 47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 43.6 -52.1 43.1 -51.3 -42.7 -50.5 42.3 49.7 41.8 48.9 -41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.241.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 145.3 -55.1 _44.9 -54.3 44.4 -53.5 -44.0 -52.6 43.6 -51.8 43.1 -51.0 -42.7 -50.2 -42.3 -49.4 41.8 48.5 -41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 -47.1 -58.1 45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 43.6 -51.5 -43.1 -50.7 42.7 1 49.9 42.2 -49.0 41.8 1 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 -46.2 -56.2 -45.8 -55.3 45.3 -54.5 -44.9 1 -53.7 -44.4 1 -52.8 -44.0 1 -52.0 43.5 1 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 1 -48.0 -59.2 -46.6 -56.7 46.2 -55.8 45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 43.9 -51.6 -43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 1 47.0 -57.2 46.6 1 -56.3 -46.1 1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 -44.3 -52.1 43.8 -51.2 -43.4 -50.4 42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 46.0 -55.1 45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 1 -51.6 43.7 1 -50.8 43.3 1 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 1 -58.1 47.3 -57.2 -46.9 -56.4 -46.4 -55.5 45.9 1 -54.6 45.5 1 j'41.lrj;.3 -45.0 -52.9 44.6 -52.0 -44.1 -51.2 �33.b _ -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 • • 1•S •40.� 40.8 40.4 40.4 399 '39.028 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.3 -55.1 -45.8 -4500 0-53l3 044.0 -52.4 -44.4 -51.6.' V46.0 46.0 44.6 44.6 44.1 44.1 43.6- - 42.1 .60 •41.6 •41.1 41.1 40.7 4Q:1- � '"4Q,Z n 29 -49.9 -61.6 -48.5 -59.0 -48.0 -58.1 -47.6 -57 2, -47.1 -56.3 -46.6 -55.5 6.2 -4516• 03.7 045.00 -52.8 -44.8 .=52 0 • 1-4444.9 44.9 44.4 44.4 43 9 4}9 43.4 43 4 42.9 42.9 42.4 41.9 41.9 41.4 41.4 40.9 48.9 40.5 40`.550.3 -62.1 -08. 4 -48.4 -585 -47 9 -57¢ 7. a '8, -47.0 -55.9 '-46.5 -46.0 -54.1 45.6 -53.2 45.1 a5 - /-jS aY • • • ° JA l�� l� � t' ••• • ••• • • • STATE g_ o f o R ON A WI fl-i ALL FEUERAL • •• •• • • • •• •• MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:145 NE 101 St, Miami Shores FL,33138 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/ No 1 WINDOW FL16177.1 +70.0 -70.0 +40.1 -43.4 18 3/4 x 58 NO YES 2 DOOR 15-0729.14 +75.0 -85.0 37 3/4 x 85 3 WINDOW FL16177.1 +70.0 -70.0 18 3/4 x 58 4 FL5823.2 67.5 -70.0 .j, -53.6 57 x 58 5 .j. FL6890.1 +67.5 -67.5 .l, .L 37 x 58 6 FL16177.1 +70.0 -70.0 -43.4 24 x 35 y �, 7 .j, .j, 1� y 513/4 x 49 .L 8 .j. FL16736.1 +60.0 -60.0 J, -53.6 691/4 x 611/2 .(, 1 x 3 9 FL9520.1 .j. 10 .j, FL16177.1 +70.0 -70.0 17 3/4 x 611/2 11 .J, FL16736.1 +60.0 -60.0 .l, -43.4 73 x 49 1 x 3 .1. 12 .J, 11, .� .l, 1, 1, .L FL9520.1 13 DOOR 15-0729.14 +75.0 -85.0 .j. .l, 34 3/8 x 817/8 14 WINDOW FL16736.2 +60.0 -60.0 .j. .J, 110 x 49 3/4 15 .l, FL16177.1 +70.0 -70.0 38 x 35 16 -53.6 19 x 34 3/4 17 88x 8. . •• . . . . • 18 DOOR 16-0629.17 +75.0 -75.0 .j, .J, •a4 A$1: : : : :•: �(, .l, 19 WINDOW FL16177.1 +70.0 -70.0 .J, -43.4 25 x 241/4 20 DOOR 15-0729.14 +75.0 -85.0 :3-f0?4 x&• • N •%•.js•• �(, . % . . . .. . . • •• 00 0 • • •• •• } , I I 1-01 i T11 T ! ! i .............i _ , I i s i ! 1 , 7 7 , AMY& j him 1 . .> t } 3 > ,'.,. ., ._.. V _...� ! 1 F � 1 , 7 t F i E _•F T -IT TT_ I HAS, ' ' 1 t4.� — ......I... ' i i I APF TY_bf �_ t ,-- 1 j 1 i — G 7.. ! -404 I } y i E I 1 ! + ..... _ _..b....... r i i 1 • • • i • �. �_.I '. 08 _ ..........._.i....... + ! i dj E , ! e , —.. j • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Page 1 of 2 A. . ftida d etas alone i LOD In I user Reel Mftn wd TOPIM Suhrolt Swdwrge sults a Fact Busines ressi l Produce Approval =`: :Public USW Regulation e� Sw,.', Pr�l=r=Apo nvai eta,r ftd=or AppIkaMe Sorch> I > ImI FL# (E) :000:* Application Type •••• Code Version • • • • •••• •••••• Application Status • • • • • •••••• • •••••• Comments • Archived •••••• • • • • • •••• • •• ••••• Product Manufacturer Custom Window Systems Inc. • • Address/Ptwne/Emall1900 SW 44th Avenue • • • • • Ocala FL 34474 •• •• •• •• ••••:• (352)368-6922 •••••• • • ekoss@cws.cc • • • • • • • • •••••• Authorized Signature Koss Erin • • • • • ekoss0cws.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 lay Lathrop Address/Fhone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )lathrop@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or Ki Licensed Florida Professional Engineer 0 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 66 Validation Checklist-Hardcopy Received Certificate of Independence Fj-"91 RS CJI_Eaa1R La CWS-1 iLC;CA-84� .TMI�,rdf Referenced Standard and Year(of Standard) Stapdaltd Y= AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PAJTAS 201/202/203 1994 Equivalence of Product Standards Certified By http:/Avww.floridabuilding.org/pr/pr app dtl. x?p =wGEVXQwtDqu4Bg7NfwGgn... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 5 Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FSC Approval 04/23/2015 Date Approved 06/23/2015 Su of Produ 0#00 *004 0 004,4410 PL# ModeL Number or Name Descrillilti- 18400 Vinyl Casement 8400 Vinyl FIO/Fin Casement. • 0+000• • 0000•• of • use InstoLqation Instructions •+0000 • 0000 App for use in :Yes 1 •• • :00 • Approved for use caftilde HVHZi Yes Verified By:Lucas A.Tumer 58 •• i •••• ease* Isn Yes Created by Independent Third Party:Yes • • Design Pr re:+67.5/-67.5 Evaluation Reports 000000 0 • so*** Other.9400 Vinyl Casement,Large Missile,DP=+J-67.5 FL6890 RS AE DuPont PVB NO1a.1 U19 27.0 ••'• 000000 psf,Max.size 37'x 72'.Outer lite In I.G.to be fully E0890 R5 AE -161C(CA-8400.IM • tempered when used 30 ft.above grade in HVHZ.Glass FL6890 95 AF ®uanex(Mikre '12-1012 02.0 '• complies with ASTM E1300-04. Created by Independent Third Pwrty;Yea. • • 000000 • • • s • • ::$94D Nn.•ra PAanr�5lreet Tal�has rntpa The Stnto of Florida Is an ANrzED ernowArr.Coovrtai>e 2dr)7-2ai3 State of Florida.::Fdoot Statemerrt:: under Florida jaw,ernell addressas are public records.V you do net want your a-mall address released in respsriee m a public-ntwrds request,do heat send electronic mall to this entity,histead,contact the off a by phone or by traditional mall.V you have any questions,please contact Ssma7.Ins.-ftmont to section 455.275(1),Florida Staurt®H,Wactive October 1,2012,Iroensm licensed under Chapter 455,FS.mit provide the Departrnentt with an ertm9 addn m IF they have one.The enrage provided may be ised far offml communication with the Ikert ,ibwsaer cora•addnesare are public record.Vyou do net*m to supply a personal address,please pmvkle the Umfttant with an emall address whit•can be made avallable to the public To determine if yai are a l under chapter 455,F.S.,planes dick hEL. MEMIRD �L4trit Sof fYctf'a e http./ .floridabuilding.org/pr/Pr app dti.aspx?parain=wGEVX qu4B 7N 9n... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 161C April 18,2015 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems,Inc. 1900 SW 44"Ave,Ocala,FL 34474 • . . • 0900 Goes•• Statement of Compliance: This report evaluates the above-listed product per the requirements e� of l�i •:• •G 0 G Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requen eY; eGR of the 5*, • Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. Themeerj*uct testW • :sees: standards performed are outlined below. • • • • Technical Documentation: •0 9 0 0• • •• •G •• •• •0000• 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Porte JL.• e' 2) Approval drawing CWS-161C,signed and sealed by Lucas A.Turner,P.E. : ' : . ....:. 3) Test Reports NCTL-210-3673-1,4A,-2,-2A,and NCTL-210-3674-1A,-2,.-2Arfrorn G G"e ,-1 • National Certified Testing Laboratories,Orlando,FL signed and sealed by Ger,6;,tF®trara,0.E. G G•. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- •• 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support GWS-161C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS461C. Limitations of Use: This product: • May be used in X config.in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard,-air- 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 R of grade • Requires max.glass daylight sizes as shown in CWS-161C • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5s'Ed.(2014)Florida Building Code for use in this product Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. X's®asan®t•ffr'f'fv� P 4/18/2015 Lucas A.Turner,P.E. :, STATE OF $` � FL PE#58201 �O ALs �0 2015-04-201159- 04:00 1 ASE NT- LARGE MISSILE I M PACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WimommT TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT IQW Set+44TH AVE. MAX EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA.FLORIDA$4474 9'FLP�46E WIDTH AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWWCW8•CC FLANGE WRATH Max OVERALL 3r .............. DEFINED IN ASTM E 1896 PER THE IBC, L"T WIDTH37, .......... UMTS 2 OPTIONS:(SEE SHEET 2) pv MAX SSI WEaTH--T ( f"9A&WIDTH 3.CONFIGURATIONS'ALL WINDOWS ARE OPEN TO WTSIDIE LEFT OR CANAElff li RIGHT. IMPACT A 4.DESIGN PRESSURES: i _ - -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND `^ GLASS TABLES ASTM E-1300-R4. i I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE WATER 4 73114° I I INFILTRATION TEST PRESSUREMAX ,AND GLASS TABLES ASTM E-i3oD_o4. - w Lu OVERALL 5.ANCHORAGE:THE 3311.3%STRESS INCREASE HAS NOT BEEN USED IN g m HEIGHT FLANGE ( s I 64114 ( THE DESIGN OF THIS P SEE SHEET 8 FOR INSTALLATION 1 i ( MAX ® I I DETAIL.WIND LOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD OVERALL BaG i ANCHOR CALCULATIONS. e� J I I ( 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. 72 I i ss trr i I I � , 7.ALL FRAMES AND VENTS FULLY WELDED. a MAX, HUNITEKW ( ! DLO UNIT i ' i o aL0 8.SERIESdMODEL DESK3NATION CA-84% lu j 8 I i 9.X DESIGNATIONSTANDS FOR THE FOLLOWING: U m ¢ I I /' F 7 i C 6SASH I i RAME SASH lo MAX 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILARWAX SASHI I s HEIGHT i / i LOCATI�. lip+®. I I D Z� s Lucas A.Turner z –————— _ 2015-r?4-18g�eSTATE ca �F�o .... ---_---- AI— 22:00-04:00 �� : 6. ��`` A _..._.... .. A ✓laotoeAo $ RIGHT HINGED SLAW -SHOWN 41 1s LEFT HINGED-SHOWN LEFrHiNGED-OPPOSRE ......... MIGHT HNM-OPPMn-E LUCAS A.TURNER.P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 •• 90: • • • • • 000 PH.941- -1374 it TABLE OF CONTENTS LOCATION UNIT SIZE DESIGN PRESSURE RATING InAPAC� •. ;•; •.• � EIvA° s'4N° GENERAL NOTES&ELEVATIONS.......137.r X 6s�n $� GLAZING DETAILS,.................»......»...-2 ADE 0510frJOT SECTION VIEWS..».................»...»..»..»3 $/'67.5 PsF ,-mom EXTRUSIONS&B.O.M..........................4 LARa IL%PNPA'CY •.• . pwq� ANCHOR SCHEDULE&NOTES............5 w " ¢/' F • • • • i i i —601. C INSTALLATION DETAILS.......................6 E 37 x 72 . . . _- +/-67.5 PSF •• .' :. SHEET' —- ....... • 1:16 1 OF 6 ••• • • • • ••• • •.• • •i ••� .00 0 ............... ................................. --- azon wwmwmrsmm 100 SW 44TH AVE. OCALA.FLORIDA 114474 WWWOWS.0c 8m pvc I CASEMENT IMPACT 71(r OVERALL 7W OVERALL Ell Ifir ANNEALED or TEMPERED lAr HEAT STRENGTHENED®r TEMPERED Wir AIRSPACE 7116'AIR SPACE --WiW LAMINATED GLASS Wir LAMINATED GLASS F- i-C —118"ANNEALED W HEAT STRENIGTHENED —-M DUPONT PVB INTERLAYER -M DUPONT F0 04TERLAYER ;L 11W ANNEALED VW HEAT STRENGTHENED SKARXX 652 OR It SWAFLEX 559 OR PUPSECT GLAZE-W PURFECT GLAZE^W -1 to If--GLASS SIM -—--------- ire GLASS SITE I I zi TF! >9YATE F tko- off"As, EE) ED 411812016 LUCAS A TURNER P.E. FL PE 9 6W1 1239 JABARA AVE. 0 0 NORTH PORT,FL 342M • PH.90-380-1374 GLAZING DETAILS BWWW9F--DArg: AAAX LINK$ I MDIP GLASS TYP ADE 050&07 3 • • CINS-181 c gr x • +6715 eBe SHEET 2 OF 6 4 ........... ........... INTERIOR C vnb�mrlm 1 OW SW 44TH AVE. � R?IDA 34474 CC sm Pvc iI CASEWNT IMPACT 4 1 8 1 t LL h SECTION VIEW 6.8 @.......... INTERIOR 4®¢ DREW�11 STATE OF 7 411&2015 LUCAS A.TURNER P.E. FLPE#WMi 1239 JAMRA AVE. PORT,NORTH FL 3420 PH 1674 SECTION VIEW A-A ALTERNATE Fw FRAME • • • • SECTION VIEWS DMWWBV-,--DA-X'- ADE 05M&07 ITWS NOT SHOWN FOR CLARITY- • oo* UNU-0- 14,15-17,18.20.28,27,92,34,37-38,42,44-43,So oll• • CWS-161 C :o • SCALE- SHEET ....... 0 • 12 30FS 0:0 • Ot►�IlK 1:,1♦ !1 ,a • ��'�sa�t♦� � Q ...,� F�-E i i 7-�1 f.1`�l fll'/Il ��, 0 IK/• dX Y - �' `R �1'' L`l[ITF��IE`yUl ►11�:!'Crt r -r�i - �� '`� t r EZ�1-rd�Cl^�1111I�3�cx1~ti f:- . its -�--ra - «• = . '�;� �f<rr63[�?irl:h+�I�'• -� l�.^I.i-1 1T � r-j_j- _� 0 FA ��y+'�'%�KY•1.1�3dE.9.tII;TI�RiF.�3■f_•#:IS'. ►1- , (�I (J • +: • rz s _ Ito �•1ll:TF��.�� ill ! .1 MEN Q� f « •—, : is 'T E _. - 7�nr�.�n_ _ r 1 . �r� t IK Yli�'T1 �7llara�inr5i•Jf"f�yrrl- s • „� -�,;. �S;<, e l �Q7`iJ itTi��,�-�I Cititi7`I•iTiTI-�K•«i� t[' �� log uit a—"sii� ii•� '�.'�'arStr7 Ir"+il-�r!rw*yr-wr.T�T • :- ® - .!1: ATL«E'1=��i•�d.i:F.�^3►�I.l[�T•TT�:-'�If:'•�t•7`liir.,7��' _"* � � - � •. . + + titl�+I L'1:�tA-,t.YfrIs7.3�11��I'.II<iiTlil:j►s -T•R �� _ fj ��+�E9-r(rl�:r St:I.�:Tit. Ir iStil:trS.TI' [lf ht `i T �'��h:�T�l•7��• • iL•a��1�,•-51t•I Iri t!"�UT�1L�� .��-« � -� 1 1.Cci`,ii i7'7I =ir 7 1E •i•,i+Ir7f. l3ct� ''• MUM •" tr n I *r - • . •�. r ,•rr -•_� � x- F T,cry'icL�[.T"I9:t<r;'IiTiGi a7'T�TrF7E*-m r2t•I. ti r; NORTH PORT.FL 34288 ■�[ix rr�nil�'T1 ~�trl�rT�[7: Y a i ri ram • f ll'0 �e + ! i:iq�r��•7�e1Ilic�t�71� .='i�'rc",�Ce !7 k7]la��r� s: -' � .x« -1574 M M 6W 1'2=E • � r} �� I��(�iS�(�[Z�1R��1(11►'I'�Lil'I�.:fIT:�?.d�[i -r=��Ex�3�'�€sT�['�r"i��11 ��? -.. .,. ._•.. • FLAX.O.C.{YYP.} or"MAX.(TYP,)12 lir MAX. 'C.(TYP.} SEE NOTE 2 4"MAX(TYP.) - NOTE 2 8°MAX(tYP. 4°MAX IIYP.} } wwmwmnmm 121/2"MAX O.C. ,1�--��-------�� B"MAX.O.C.MR) (tYP__-- E ! OC SW LOTH AVE, 8°MAX(fYP.) - 4"MAX(TYP.f_..__ ..See NOTE 2 OCAI11,FLORIDA 34474 SEE NOTE 2 4-MAX mrP•f W W W.CWS.CC 8°MAX,(TYP,) ........... Ir ' f MAX.O.C. ' MPVC 10" ( CASBElff OG. c / - IMPACT{1YP.) / I MAXM,O.0 / (fYP.} en .- x MAX O.C. .} 4I ` INSTALLATION... u Q¢ INSTALLATION ANCHOR(T'P') ANSTALLATANCHOROW,) \ � ANCONOR CTYR)YP.f a I*THRU FRAME ANCHOR 6TIdRU FRAME ANCHOR y HINGE.SIDE JAMB(IYP.) H; a 81I ,MME (r I FOR UNITS 1SP TO 3Y x UNITS UP TO 3r Si FOR U'QR LAP TO S-(F(t� Mt}R LAYOUT-fFljNj, ilL 1110i fol U m¢ FOR UNITS UP f0 37'x 72° W&I UP TWO Orr x Wx 03, a�.•` Na 582®q $''A�•� NOTES: G A Z STATE OF l Lt 1.INSTALL ONEANCHOR AT EACH INSTALLATION LOCATION.SILLANCHOR SPACING SAME AS MEAD, g$44�`'4.g O R 1 d� .•®� 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS,MAX ALLOWABLE SHIM STACK TO BE 114`.USE SHIMS WHERE SPACE GREATER THAN 4116"IS PRESENT, LOAD BEARING SHIMS SHALT.BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED, ttooeosn� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8, A11812098 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION FESISTANT MATERIAL OR REACTION. COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENTLUCAS A TURNER,P.E. FLPE858 1 5.INSTALLAT04 ANCHORS SMALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABW AVE, SPECIFIED IN TABLE 1,SHEET 5, NORTH PORT PL •„,�• • • • •• B.ANOHOR EMBEDMENT TO TRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETF1CM111 OPE ,EMBEDt T SMALL BE BEYOND W ••• ••• PH.949-380-1.5'/4 NINGSIF I•�SE�.41):U T • INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO PST REQUII 1 X WOOD BETWEEN THE PRODUCT AND TMe SUHSTRATf •• • • • • ••• • INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND TE. • • • • • • • ANCHOR SCHEDULE$ •• ••♦ •• • ••• 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINS ALL FASTENERS.9°FOR tiY°i°FOR WOOD AND METALMETALNOTES 9.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL 8E PROPERLY DESIGNED BY THE ARCHITECT OR E NGIINJER OF RECD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05IOSIO7 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS sHom IN TASUE1,SHEET'S,CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKM• 0 000 � 9,SEALING AND FLASHING STRATEGIES FOR OVERALL.WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION; THEjEFERa;E DDwm[&TS: ••• ••• j CWS-i 6t c FMA/AAMA 100TIN WINDOWS),FMIA(AAMA 200(FLANGE WINDOWS),FMAIWOMA X WINDOWS),FMS MA OR DOORS) • •• • •• • • • • i SHEET _.... ••• • ••• • • •• • • 9:20 50FS ••• • • • • ••• • r MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE 'SEE TABLE 1 SUBSTRATE By OTHERS INTERIOR 1/4°MAX SHIM— SEE TABLE 1 MK EDGE Dom. BSTRATE EDGE DIST. SEE TABLE t BY 19DO SW 44TH AVE. SEE TABLE 1 114'MAX SHIM SEE TABLE t OCALA. . FLORIDA 94474 SUBSTRATE SY OTHERS..... I r SEE TABLE 1 S EE TEDGEDIST. PERIMETER SEALANT MIN.EMBEDMENT BY INSTALLER SEE TABLE i INSTALLATION� ANCHOR PVc MOE AND OUT A SEE EMBEDMENT 1 MIN. B C IMPACT E SEALANT BERND FLANGE BY INSTALLER V4"MAX.smu INSTALLERBY b ' PERIMETER SEALANT BBY I0WALLER NT q INSIDEA� INSIDE AND OUT _ TION ANCHOR W W SEALANT BEHIND SEETOUT AB E1 FLANGE BY INSTALLER (NTERSOR FIN S SEBY ALANT BEHIND INSTALLATIONANt ANCHOR _. B AM1IGHCRAGErC tiDAIZGOtPAL SEE TABLE i HEAD AFS S!L!-SiMILAR FOR PIN INSTALLATIONE Ir NOTE:ADDITIONAL TH ANCHORS (AS SHOWN IN DET,6/8)REO'0 ATTHE HINGE SIDE JAMS,SEE SHEET 5 ANCHOR LAYOUT. SEALANT BEHIND r iJ4"MAX SIH1P1 FLANGE BY INSTALLER aggmsaa►o. PERIMETER SEALANT go; BY INSTALLER SEE TABLE 9 EMBEDMENT + INSIDE AND OUT ...� y .•`Lcs�"' 4 ,yr S3•`• Na B�Z09 1,� SSU TRATTEBYOTHERS _ %7P% * ;a ABLE I `. MIN.EDGE DIST. ° SEALANT UNDER SCREW SEE TABLE 1 �° SFATE OF �IRt? HEAD BY AISTALLER A VERTICAL SECTION R 40 t 8 TYPICAL SILL ANCHORAGE �*'�•/+a°+w^'�q�A ®®Q'0j'4Nni C®,aq-® TABLE 1:APPRDVEDINSTALLATM FASTOWS 4118=15 ETYPE LUCAS A.TUNER,P.E. CONCRETE{20 KSI MIN} 9110TPW TAPCCN 1-112° t-i!8 FL PE B 5=1 FLA 2 �P LAN 1239 NORTH PJ SARA VE, 34288 FLANGE CONCRETE(285 KSI MR) 3118•ELOO LLTRACON 1" 1• R48M AND OUT •• ••• • • PH.f341 157A FLANGE GROUT-F(LLED CMU(ASTM G9D) 3fir ELCO ULTRACON 1-1/4• 2-112 ilh G�ArSESTl�•• i ••• FLANGE 2X MR SOUTHER!PINE 3/18'ITW TAPOON "IF4 Box 1-318' 71W �® E •R 9WOOTANI ATION FINSTALLATION DETAILS OR WOO OD SEW IILTAACdAi •• ••• •• • •FLANGE 2X MRS1�UTI IBd PINE(G�.55) 410 WCCR9-3J8" 718' FSE REMOVAL NOTE:PARTIALLY OR FULLY REM014ING THE FLANGE. fa FLANGE 18 GAUGE(O.OW)DR STEEL STI O 410-16 HL11 WI— FLEXOR I W FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION M ACCEPTABLE PROVIDED: (33 KSI YIELD MIN} TEKS TF RU O. , 7/18' ADE 05✓05/07 i/8°ALUM.(6063-75 MR)OR O10 GRADE 5-6 -TAPPM/ FULL T HFIEAD -MIN,I/4°FILLET OFC RADEfAKSIVE S�11PP f"K 1LIED R: lIF FLANGE 1/6 STEEL 03 KSt MIN.} DRILLING SCREW THRU 0.125' 7/18° INSIDE AND OUT,FULI•PE STEW, IIQSI R. • • • CHVS-181 C PRODUCT ANCHORAGE IS W ACQ0 QNCEX gOU14EM jT SAS F1RI ZXMfNI SPRUCE-PM-FIR(G-0.42} #8 1-112" 7/16 SHOWN FOR F AW.WINDIJS. i•• • • 1 L •• • • SHEET — BCJFO ••• • • • • ••• • • ••• • • • ••• • - Florida Building Code Online Page 1 of 2 [§'I 121 kE...' a SCIS Horne Ltg In S i—RNM-Ucn Mot Tgft SO dt SUMIMMe Slits S ftdS sines Product Pr® SSI d1 z W Approv�I Regulation hyAwt Ann yW Menu> >A20mion Lost>AppikWan DeW t ; FL# FL16177-R1 Application Type Revision Cade Version 2014 000000 Application Status Approved • • •••• •••••• •••••• • •••••• •••••• Comments • • Archived •••• • ••••• Product Manufacturer Custom Window Systems Inc. •• • • Add hone/Emall 1900 SW 44th Avenue •••••• • • ••••• Ocala,FL 34474 •• •• •• •• •••••• (352)368-6922 000000 • • ekoss@Gws.cc • • • • • • • • • •••••• Authorized Signature Koss Erin • .00 • •••••0: ekoss6cws.cc •• • 000 • • • 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 Say Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windo+ros Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ea 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.Urch,PE W Validation Checklist-Hardcopy Received Certificate of independence If 16177 Edi,_, 0 17H- pMP,NraSilPfSnch)adf Referenced Standard and Year(of Standard) YUL AAMA/WDMA(CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app dti- x?p =wGEVXQWtDgvYf4n 10y... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Dabs validated 04/21/2015 Date Pending FSC Approval 04/25/2015 Date Approved 06/22/2015 Summary ofProducts •00• IFIL •0000 ' M Nt1rPt Na • • • •. ib177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Empedt"l� ow. nt wind . ••0.0 l • Umfts of Use Installation Instructions000000 • 0 • Approved for use In HVH--Yes Ft 16977 Ri t1 CVdS-89.2-{SHNo�11I� 3rDdf •••••• Approvedfor o HV -Yes Verified By:Lucas A.Tumer 5801 • • h• • • • Impact 1st Yes Created by Independent Third Pa"..-AS • •• ••••• n nn+70/-70 EvaluationReports 060000 • • 00000 • ter:SH-8100 PVC Impact,no sill andtors required. ELIQZZ RIAF - 2 f • • Safety glazing required on outer lite above 30 ft.In HVHZ. FL16177 R1 AE EvaiRe GVdS- H-a1P9 •• .0.0:. Glass complies to ASTM E1300-04. pi I�oSi11An ),odf •••••,•• • • f 9X477 (Zg AE Orad ne"I (p�ld�dn�Nl A Z2-109 -02,ndf •••••• Created by Independent Third Party:Yes •••••• • • • •0000• 00sack Next •so • r_nn4®.a rm S; t,Tabhowe FL 2M Enw-tw-oz- The State of Florida is an AA/E W employer.f(♦=ht 2Doupo state aQ t esn. r Under Florida law,sea9 addeasas are pubik mopeds.If you do not wain your e-mail address released In remora to a puWk-recwds ratimr,do not send deCKork mail to this anmy.Instead,Contact the oftka by phone or by traditional mad.If you have any questlans,please cwdact 850.487.1395.•Fumuant to Section 455.715(1),Florida Statvtea,ePfeeUve OdOW 1,2012,licensees komd under Chapter 45S,F.S.must provide the Depar4mant with an ema0 address it UW have one.The emads provided may be used far ofltrlai Comrmudcatbn with the hoer.However email addresses are public retard.If you do not w8h to supply a personal address,pl provide the Department with an emall addnm which ran be made available to the public.To determine it you are a i under Chapter 455,F.S.,please cUuk hm. Pradu,d Approval le: .%%MrA ma e�tt'n s http://www.loridabuilding.org/pr/pr app dtl.aspx?param--wGEVX gvyf4ng1(ly... 6/24/2015 URNER1239 dabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 912B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44's Ave,Ocala,FL 34474 000000 . . 0000 0000.. Statement of Compliance: This report evaluates the above-listed product per the requiNniefits of PAC.;. •• Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requMMAs of the 50' •••• Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. Wce ;H&t testing standards performed are outlined below. 0 •••* 0.0 •• • • •99• • •• 0000• 09.00• • • 0000• Technical Documentation: • • • •• 09 90 •• 9.09.9 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Por',.F.i,.. •• 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Turner,P.E. ; • 0 0 •0: 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories, :*0000 • Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: ?AS 20:/202/203- . ;'•' 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-81213,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.Q.A. 13-0129.27t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02' 11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5a`Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. RE �# a201 V 4/18/2015 air Lucas A. Turner,P.E. STATE FL PE#58201 w a� R to Lucas A. Turner 2015-04-18 22:20-04:00 .............- SINGLE HUNG - LAROE MISSILE IMPACT 1,THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE"4 CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE WM AND IWSW44THAYE. IS RATED FOR WOO ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED allVeRDA$4474 IN ASTM E IM PER THE FBC. 00 -W 110'MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) , :- r MAXUNIT MOTH 3CONFIGURATIONS:IO 61 7AM. 8100 PVC SINGLE HUNG 47 liffir OLASSVLO--- 4.DESIGN PRIESSURE RATING: IMPACT .NEGATIVE DESIGN LOADS B300ASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1 -POSITIVE DESIGN LOADS BASED ON,TESTEINFILTRATION TEST PRESSURE AND GLASS TABLES WATER A ASTM E-1300.04. T wx r 1 5-ANCHORAGE-THE 331/3%STRESS INCREASE HAS NOT BEEN USED OVERALL IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR FLANGE DETAILS.WINDLOAD DURATION FACTOR Cd-1.0 WAS USED FOR WOOD HEIGHT ANCHORCALCULATIONS, B B GLASS $-PRODUCT APPROVED FOR IMPACT RESISTANCE. SWJrrERS ARE DLO NOT REOUW", ?.AlL FRAMES AND VENTS FULLY WELDED.smALLjOWT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. MAX UNIT HE S,SERIES I MODEL DESIGNATION SH4100. 0.THE DESIGNATION X AND 0 STAND FOR THE F=OW[NG: X-OPERABLE SASH,0-FIXED SASH 303fig' I MAX, 22 71W HE10,SECTION GALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SASHHT DLO GLASS LOCATION, IG x li.EXTERNAL WEEP SLOT=114'x 1-14'DATED 4•FROM BOTH ENDS. smi Lucas Tumer A. PA STATE OF AV A N rA-\ 201544-11 0, % Q7 A 15:15-04:00 '9.o 461116. 1 wln-wl-w GLAM" z:z_ 45&W411112015 MAX SASH WIDTH LUCAS A.TURNER,P.E. FLPE#W= 1239 JABARA AVE NORTH PORT,FL 34288 PH.941-380-1574 0 0 GENERAL NOTES AND TAM OF CONTENTS ELEVATIONS GENERAL NMS&ELEVATIONS.-i GLAZING DETAIL................................2 DESIGN PRESSURE MAX. UNIT SIZE IMPAIST • BAT 08118/12 .3 SECTION VIGWS--. RATING RrRUS 06&B.O. 4 ANCHOR SCHE +/ DULE&NOTES, -5 _7 8 1 CT CW"12 e INSTALLATION DETAILS. 5 1-718"x 61-314" 70 PSF LARGE 0 . ............ SHEET IOFB I . ............. ............ .................. 1900 SW 44TH AVE, OCALA,FLORIDA 34474 www,cws.cc 8100 Pvc SINGLE HUNG IMPACr —718"OVERALL INSLILATED GLASS —7101 OVERALL WSLUTED GLASS ANNEALED On TEmpeno —1,V A10MALED OR TEMPERED —fff ANNE w -- CU 7118"AIMPACE ............ Wr LAMINATED QLASS —Sflr LAMMATED GLASS Iff AWEALED 0W PVB WERLAYER BY OL)PONT Ifir ANNEALED ,W PVS WTERLAYER SY DLIPW lir ANNEALED lir ANNEALED DURASEAL BY TRUSEAL DURASM By TRU PURFECT OLAZFW OR SiKAFLFX 50 PURFECT GLAZE W OR SIKAFLrx 552 � 11W GLASS WE VT GLASS SITE s,0 0 PODREW Aw Iff ANNE 'aW PVB )U P WECT U UF PuRFB QLbj STAq ~�a �� TS OF 4v OR% Wfotat ,:t:9- FIXED UTE (ED 4111/2015 LUCAS A.TURNER,P.E. FL FIE#5swi 12M JABARA AVE NORTH PORT,FL 34288 PH,94i-38D-1574 00 00 isMET mffm.— GLAZING DETAILS BAT 0@/1@112 CWS-812 SHEEP .......... 12 OF ~ ' ............. .......... LNMIORJ wa=wmmmis =11SOR10114 34474 SINGLE HUNG IMPACT lie NOTE�LEFT SIDE SHOWS FIXED SECTION vjEw, RIGHT SIDE SHOWS SASH SECTION VIIEW. 0 OF me 411112016 LUCAS A.TURNER P.E. 1232 JABARA AVE, NORTH PORT,FL 342m PH.941-3WIS74 SECTION A-A SECTION VIEWS NOTE: ITEMS Nar SHOWN roR CLARITY- SHEET 1:2 30 30176 °00 �° °°° °0° %~ °° ° PARIS 6RT BRIER 191M PARr63 N VENDOR Emma FRAME 3/la• C111C1@� 1 Hit Mairt Fr.,SK vd .,PVC Mlkron V 2 H-6= Main Fr., w ,PVC,Bill Yon V 3 H-WM Maks Fr,, L.�. Mlkron Vt t 195n8' {�-2�1a' wMww=nM0 ISMSW44TH AVE. 4 FO 8031 ain Fr.,SH R Jb. Mkw Vinyl 2 7—t OCALA,FLORIDA 34474 a 5-1577 Im Yrtalk um 3 , I 8 WWW.CWS1CC 8 H BtYc'7 Sash M�4,Fi3R PVC M I 2 91t98' t 16tE' 1&e° 9 14@7 RNh(, Msst.Rall mark Alum ills, co RwELD ' PVC 10 a Swh Satrom Rall,PVC MEM VI I fn6- ins^ 12 �iO4 h S SOI,Rall Mfkmn (ALL IDES) SINGLE HUNG t 3 1M tiL PVC PRAME FLAA03L�4MI PVC SASH STM.RAL-SM PVC SASH TOP RAIL-Mt WACT t4 S-6464 .13d.,7J8' n VI 18 5-6013 m. PVG,Raiz. 18 S-8014 Sam. PVC,VeR. Munn t m 24 6029 Sia t J Flller, Vari. Mevon vinyl 4 i12 23 H-1689 RaintaImmsnt,SSR K mark Ahem 7I 93116" 4 71M SafermI tats' l 29 —P,—V0 Cam,PV go P-3w eke OA alp BSB 93 Ills 1 2 it98° FRIED RM-T1NI9 RAIL 27 P-$783 C lntBtlrx SCREWEDTOGETHPAWITH 2a KB ,PVC ac ins OUTERFRAME 30 P-3215 Weep Cow wf Flap Ger pw tC RElNF.,NPACT HCOK-11 i 232 P 3M Wetp.,0,270 x.487 baCtc F' O tAtrafab PVC SASH SIDE RAR-6004 FIXED RAIL-Ism at 37 P-4638 t8 x 2 tt2 PH Mcd Teuss, A, K 2 Fasterial aai 38 P-3768 68 x 4.625 Ph PH SMIS Hub City Sfsal 4596' Wig- 39 39 -4051 W 8a x 1.410 Ph FH TEK, td. Hub lea ire w1118° 1916' 44 P-4264W�x 314 FH PH tbl hid,TEK, Hub Stell �"""' ens^- 1s�c 44 P-sm Sewn Sam,S Schtle 718" I 1 3 O LL 1 wir 46 P-3752 PI 112"Haale M&M —v9tY^ I m'a� 47 P S[kaft or Puifect Gaze w Henkel 9/is' .Y� tie, 518 P-3881 T k.,85Da l x 518'x 2a F.Laft Rubber PVC SASH STOP-OM PVC SCRM CATCH-6013 PVC FOMD RAIL COVER.SM PVC SCREEN SUPPORT-6014 ®1`® ORES�Ay+pp� ♦ apN°Nape 52 P-3813 S Lbl, Pra 314" �, � 1 !'1,+V\Gfi�$�4��5 53 S89h SEE I$ET2 98'� 31A° tt4 : N• 5=1 54 Fix EE sB4EETa 58 P -3281 Sp— Dumsed 1 45118 lnsa71g, 82 P3L1 even eain0,Hoatz. Noel um 9°• $TATB OF A 69 P-3218 n Frame,Vert. Ailmete! Alan REINF,6:aR/S S.R�9Q� RENiF STM RAII•t� 11fsa �_ ktiti�8 ��r� 64 P-3321 sen earns AIImOtat Yic REtNF.TOP R1U1-1497 PVC GLAZING 85 P-358t Screen cloth,4S x 16 F s Ba4tt ova Fl �5a �,ddt®eced SH P-3228 reen Ina .155 IN.,BikDwarrYI 87 P-3428 Screen Pull Tab Summt4 Alum 88 P3033 ScR.Screen 411112015 P-319 rsw reen .SS PVC T.PlaSUGS1 F74 H-1836 Atum.Fixed Rall Ah1m qJ 3ns' LUC FL PEE TURNER P.E. Cow,Fbced Aae M8aon I p 1238 JABARA AVE- 73- 1 t 1 Reirlloroeterenl,impact trtalk Alum •• ••• • • • NORTH 342E P3541 tex 112', an K Festmfai a w • • •• PH.841-3134-1574 'a, elle" • • •• • it� UNE ITEMS NOT USED: 71� v •• ••i ••i •• �•• •�—3'"--�1 BOM AND EXTRL&ONS 5,7.11,15-1 7.21-22 29,31.33-38,41-43,46,49-50,55,57-61,88 SOREW>�PF'ORT-3113 -- IMPACT HOOK BAT 06/18112 5-1577 •�• • ••• ••• • lk • •• 0 CWS•S12 e NOTE:ALL EXTRUSIONS ARE ALUMINUM W63-T8 UNLESS OTHERWISE NOTED. •• i• • •• i • • • • • SHEET • •• • ••• • i• ••• 1:2 40Ffi ••• • • • • ••• • • ••• • • • •• •• ir MAX(TYP.) it MAX O'C'(TYP.) W MAX(TYP.) I 1900 SW 44TH AVE. OCAIA FLORIDA 94474 WWW-CWS.Oc Sm NOTE 2 10917' f f Pvc MAX 04. SINGLE HUNG 0 INSTALLATION IMPAUr ANCHOR"p.) ........................ MAX 0,C. =m 4'(TYP.) 4"(TYP.) NO AN04ORS REOUIRED IN SILL-J WE No Sam 9*1 NOTES: BTATE OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.No ANCHORS REQUIRED IN SILL P, 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MIAXALI-OWASUESHIMISTACK TOBEI/4'. USE SHIMS WHERE SPACE GREATERTHAN 111T 18 PRESENT, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOODD SHIMS ARE NOT ALLOWED. one" 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE I,SHEET s. BE PROTECTED TO PREVENT REACTION, PRETREATED 000 U 4,ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL 09 COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT W nw wURE. DW MST LUCAS A.TURNER,P.E. FL PE#SMi 1239 JABARAVE. A &INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMLIM NORTH PORT,FIL 34288 SPECIFIED IN TABU 1,SHEET 6. 0 0 a 0 0: 0 a 0 0 0 see PH.941-300-1574 40 0 * 0 0 0 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CQNCRETEjCWj OPENINGS.EMBEDMENT COS** 41LISED,INTO SUBSTRATE, 6*&,IF INSTALLATIONS TO SOLID CONCRETE On GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REQUIRE I X WOOD BUCKS BETWEEN THE PNOWAInT INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, 00 4140* • ANCHOR SCHEDULE AND 7.A MINIMUM CSNMR-TG-CENTER SPACING SHALL BE MAWAINED BETWEENALL FASTENERS'S'FOR MASONRY,1-FOR WOOD AND METAL • 0 •so NOTES Mmwwsr-— 8.WOOD OR MASONRY OPENINGS,SUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF REQQM OYP INST SAT OM 8/92 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET.SHEET6.CONCRETE AND mAsmRy 4TER NoTSFEgrlNDLO vwwa-- Tmv.-- SuasTp AADS TO THE STRUCTURE, ER RESISTANCE OF INSTAL ATI SHALL.BE DONE By OTHERS CWS 812 a S.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER FOLLOWING THE CURRENT WERIS04 OFaHE RWRD:GE**ENTS: F16WAAMA 100nN WINDOWS),KWAAMAMOWLANGEWINDOWS),FMAANDMA2SO(BOX WWDOWS).F"AAMANDMA"M0 'TERIOR.W6): . 0 ee W—AM •• SHEET 6OF8 ov 0: r TYPICAL HEAD ANCHORAGE -....__. MIN.EMBEDMENT _8E TABS DfSr. SEE TABLE I SUBSTRATE / E IM MAX SHIM CUP=9 1900 SW 44TH AVE. SUBSTRATE BY OTHERS...y / ........ . OGALA.FLORIDA$4474 SEE TABLE 1 "V � wwW.CwS.00 MIN.EIWBEDA1C�dT - _. BBPERIMETER Y SAL SEALANT SEE TABLE 1 MPl E DIST. INSIDE ANDOUT SEETABLE 1 PVC •,,•, ]INSTALLATION ANCHOR SINGLEHUNG SEALAN BEHAdD ? SEE TABLE 1 FLANGE BY MSTALLER ...I,P m SHIM PIA ! � o PERIMETER BE, ER 3} INSTAUATKIN ANCHORBY INSTALLERiNSiU&AND OUT �] SEB TABLE 1 ! II SEALANT BEHIND E BY INSTALLER ( GONYINUOUS PERI@AETER ATDAOLULBINDAAODF HORIZONTAL SECTION U16ICAW TYPICAL JAMS ANCHORAGE w W BE IYdEEId FRAME AND BUCK BY INSTALLER SEALANT MIND Z®h FLANGE BY INSTALLER 114"MAX,SHIM PERIMETER SEALANT UN.B DMENT BY WSTALLER INSIDE AND OUT SEE TABLE I SUBSTRATE BY OTHERS �iV�" N• r44 SEE TABLE i --.y--MIN.EDGE DIST. � SEE TABLE f ® • f A VERTfCALSEGTION ��' STATE OP S TYPIGALSILLANCHOFIAQE w 6 Jo-d 4M112015 TABLE 1:APP�V@ IN$T 4.LA ON F - $ LUCAS A.TURNER,P.E. TYPE E6110.EM PEROAEtEA SEALANT FL PE#58201 ETE{20 KSI MIX) 3118'FTW TAPCON 1-112' 4.1 BY INSTALLER NORTH AVE. SV INSTALL QI;Te • RTH PORT.FL 3a@B TE(285 KSI MIN.) 3111W ELCO LIMMON 1° 1" • • • G 4108 F SEiT 1 PH.8x1 O-1574 GROUt FELLED CMU(ASTM Com) 3/18'ELCO WRACON 1-11ra" 211x • • • e a•I (A41LAR BDX o�TALIATCb�d s 2X WN.SOUTHERN PULE(G.0 rV.1 3/18' TA t 7/r •• •• • i i • • • • INSTALLAnON DETAILS OR ELOO ULTRAOON FLANSE REMAL NO":PAF?TIALCY&FIWY REMB,OVM THE FLANGE, 2X IVIK SOUTHERN PNE P4.66) #10 WOOD 1.318' 7w UP TO AND INCLUDING A BOX FRAME APPLICATION IS ACCEPTABLE PROVIDED: anxwNw—WE- 18 GAUGS(0,080°)MBI.STEEL STUD #10.16 ML11 KWX-F EXOR ITW FUL nff-AD 7118° d t3A7 D6/9SIt2 (33 KSI YIELD MIA¢ TEKB SELF iX;ALINC3> THFiL10, IN�FD ° D O- CLEC L �.�RADE ADHESIVE CAULK 1S APPLIED -, 918°ALUM.(tai-TB 6dINJ OR #10 GRADE 5 SELF-TAPPING/ F LAd THFIEAO 7148° PRQDU6T ANCHi�AGE IS•1 REQUIREMC�dTS AS S S72 - S 1/8°STEEL(33 KSI MIX) DRIIl✓te0 wftEp- SCREW THRU 0.425° •SHOVJI�• • E V ENDOW;. • • • SHEET-- ••• • ••• •, • • 1 St)F8 • • • • • • • • • • • •• •• • • • •• •• Florida Building Code Online P e 1 of 3 . At � y � z d )ta�4i�i�1� ,.n r P VF BW Home I%in User Registration No Toptea submR surdmtge stela a FWU IZM M;3 ,. ?.:>., .3,-..:. ��,��, 4.ks Sines PrO�es IProduct Appmval dCUW o. :PUNIC UW Regulation r€f,.Vii`" Pmlurt kwon al Menu>Prod ar Amftcstlon Search>Atkal mn Lam€'>APPtcetion Down FL# FL5823-R6 Application Type Revision Code Version 2014 Application Status Approved Comments 04/16/2015 Archtved Product Manufacturer Custom Window Systems Inc. •••• Address/Phone/Emaii 1900 SW 44th Avenue • • Ocala,FL 34474 • • •••• •••.•• • (352)368-6922 •9•• i • • • ekoss@cws•cc •••••• • 000000 • Authorized Signature Koss Erin ••.•.• • • • ekoss@cws.cc ••.• •• • • • Technical Representative Erin Koss •0:0• •• • • ••••• Address/Phone/Emall 1900 SW 44th Ave. • •00• • • Ocala,FL 34474 :00:0: • • (352)368-6922 Ext 291 ekoss@cws.cc 000000 Quality Assurance Representative ?ay Lathrop •• . ••.• • • Address/Phone/Email 1900 SW 44th Ave. •• Ocala,FL 34474 (352)368-6922 Ext 291 jlathropocws.cc Category Windows Subcategory Single Hung Compliance Meed*d Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 91 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 60 Validation Checklist-Hardcopy Received Certificate of Independence EL5R?3 itE CUi EvaRe;.-"- - SN S Ou In. I Referenced Standard and Year(of Standard) AAMA/WDMA/CSA/101/1.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PAjr'AS 201/202/203 1994 http://www.floridabuilding.org/pr/pr app_dtl, x?p Florida Building Code Online Page 2 of 3 ' Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FSC Approval 04/25/2015 Date Approved 06/23/2015 mam of Products PL Plodol,Number or Name Description 5823.1 $100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) unrits of Use Installation Instructions •••• Approved for use In HVHZ.Yes I I_5823 R6 11 CWS-155G(SH-a QQ, o ].nci� • Approved for use outside KVHZ-Yes VerIW By:Lucas A.Turner-"I • •••• •••• • Impact :Yes Created by Independent Third ParSW • • • Deftn Pressures N/A Evaluation Reports •••••• • 99..99 Other.Large Missile,see installation dwgs.for Max.size FL5823 R6 AE DuPont PVB Z7,od� and DP.Outer lite in I.G.must be safety glazed when used FLS823 R6 AE EvaiRea CMS-1W""100,Imaact?adf • • above 30 ft.in HVHZ.Glass compiles to ASTM E1300-04. FL5823 Rfi &E Quilirm W -10179 :••••i Created by Independent Third Pyr: es. • • • 9999• 5823.2 SH-8100 Cont Hd.&Sill SH-8100 Cont.Hd.&Sill(double4"Iw Cong),imgst,740 •••0• X63°. ••• •909: 900000 9 Limits of Use Installation InstructIons Instructions000000 9 • App for ease In HVHZ:Yes FL5823 R6 11 CtaV�OB(SH-Sr100.HMPt 74x63.• • •9.9 i• App for u d® r Yes COMTHDSL).adf •••••• Impact Resistarrh Yes Verified By:Lucas A.Turner 582Q1 • • • • Design th:ret N/A Created by Independent Third PaS 000 • 0••••0 Othen Max.unit size 72-7/8"x 61-3/4".Outer lite In I.G. Evaluation Reprom • • must be safety glazed when used above 30 ft.in HVHZ. FL5823 R6 AE DuPont PV8 NDA 13-Qj29-22j2df •• Glass complies to ASTM E1300-04, FL5823 R6 AE EvalRen CWS-4406(SH-8100,IMP,74x63, CONTHDSL1,odf FL5823 R6 AE Ouanex(Mjkron)NOA 12-1017 OZ.ndf Created by Independent Third Party:Yes 5823.3 SH-8100 Cont Hd.&SNI SH-8100 Cont.Md.&Sill(double Single Hung),Impact,74 1/8"x 72°. Limits of Ilse In l on Ire ns Approved ftr um In Z-Yes FLS$23 Rfi 11 CSS 4918 ISH-8100.TMP.74x72. Approvedfor um outokft HVHZ-.Yes CObi'(ffi o.odf InWact ReallMeb Yes Verified By:Lucas A.Turner 58201 Design Pressure;+67.5/•67<S Created by Independent Third Party:Yes er.Large Mimile,DP=+/-67.5 psf,Max.size 74-1/8" Evalualon Reports x 72°.Outer Ite in I.G.must be safety glazed when used ELS&3 R6 AE DuPont PVS NDA 13-0129 Min above 30 ft.In HVHZ.Glass compiles to ASTM E1300-04. EL5823 R6 AE EvaiRen CWS- 918(SH-8100,IMP,74x72, CONTHDSQ,Mf FL5823 R6 69 Qua=( l NOA 12-101) 02.adf Created by Independent Third Party:Yes 5823.4 SH-6100 Vinyl Single Hung Orlel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI sash. Limits of Use Installation Inter ns Approved for use In HVHZ:Yes F-5823 R6 If CWS-2950(SH-8100.IMP,52x9Q.odf Approved for use craftide HWHZ.Yes Verified By:Lucas A.Turner 58201 ImpactResistant:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reporft Other.Large Missile,52"x 96°w/5 HI sash,+/-67.5 psi. FL5823 R6 AE Dupont PV8 NOA 13-0129 27.odf Outer lite in I.G.must be safety glazed when used above 30 FL5823 R6 AE QUEQnt SGP NOA 11-0624 02,adf ft.In HVHZ.Glass complies to ASTM E1300-04. EL5823 R6 AE EvalRen CWS-295 Slj::fU9.0,IMP. 52x96).adf FL5823 R6 AE_Ouanex(Mikron)NOA 12-1017 02.adf Created by Independent Third Parry:Yes http://www.floridabuild' .org/ r/pr app tl.aspx?param=wGEVXQwtDgvMdF6z 4iBL... 6/24/2015 Florida Building Code Online Page 3 of 3 ` Can= ::,�, w h P4aawmfl a.xne,Ta w• ^� iaa�a piyo •$g9-487 1fi24 The St be of Florida to an AAMM emplow.Comaki t M7—,W13 A+eat.s at FI®rada.:: ::Re2,`liotl MP�Yamsth Under Florida lour.email adder are puma records.3r you do not want your e-mail address released in respom is a pew-records request do nat send eWdronk mall to this&M.Lmtoad,conted the oflka by phone or by traditional mall.if you have airy q, ns,please A w0a 850.487.3395.*Pursuant to S.aW 455.275(3),Florida Statutes,afeeWe October 3,2032,Ikea OW licensed under C'haptar 455,FS.must provme the Ceporiment v9M an enroll addressit they have one.The emalis provided may be Used Por GMCI l communkMm with the lig.However email addressesare pu Nk record.IT You do not wish to supply o del address,Please provide the Oapartment with an eiiaU address which can be made avellable to the public To dai9:mdne if you are a iker ww" Chapter 455,F.S.,plisse COO_hffL, proftmt Apps` W yi4' 49A H�4Q'+t •••• • • 00•• 0000•0 0000•• • 0000•• 090*46 9690 0000•• 0000 •• • • • •••s • •• 00:00• 0000•• • • 0000• 0000•♦ • • e • • • 0000•• 0000•• s • • 0000•• bttp://www.floridabuilding.org/pr/pr_app_dtl.aspx? =wGEVX DgvMdF6zR4i ... 6/24/2415 TY T 1239 Jabara Ave. URNER North Port,FL 34288 ENGINEERING& Ph.941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 440B April 18,2015 Product Description: Series 8100 PVC Single Hung Window,Large Missile Impact, Continuous Head and Sill,twin configuration with integral mullion,72 7/8"x 613/4"unit size (35 3/4"max.single unit width),74 1/8"x 63"flange size, 1/8(Ann.or Tempered)—Air—1/8- .090PVB-1/8 glass Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the 6.6. requirements of the 5s'Edition(2014)Florida Building Code including the High�Velcity '••••• ••••;• Hurricane Zone. The product testing standards performed are outlined below. •• • 0000.. • 006.06 Technical Documentation: 6 6 6 6 6 6 • • • 66666• 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,Nortirilt FL ;'••,• •' 2) Approval drawing CWS-440B,signed and sealed by Lucas A.Turner,PX .... ..:••' 3) Test Reports NCTL-210-3574-1,-1 A,-2,-2A,-3,-3A,-4,4A,National G�rtrfied '••'• ••••;• Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara;if'4 • a. Testing Performed: TAS 201/202/203 1994,including large missile impact at:...:. midspan of integral mullion. AAM MA/CSA 10l/l.S.2/A440-W..ASTlC4 •••• E1886/1996-02/05 including large missile Wind Zone 4 Missile Level D'impact ar.; • midspan of integral mullion 4) Supplemental Calculations to support CWS-440B,signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-440B. Limitations of Use: This product: • May be used in twin unit configuration O/X—integral mullion—O/X with continuous head and sill in sizes up to 72 7/8"x 613/4"unit size(35 3/4"max. single unit width),or 741/8"x 63"flange size,with max.glass daylight heights of 2613/16"on the(fixed panel and 26 7/8"on the sash 6 Achieves a max.design pressure of+67.5/-70 psf ® Is impact resistant and does not require the use of shutters May be used in the High Velocity Hurricane Zone Requires 1/8 outboard(Annealed or Tempered,must be Tempered above 30fI when used in HVHZ.)—Air— 1/8Ann-.090PVB-1/8Ann glass minimum , jADRr=W N&� �� Ike �s . R� 5 09 Page I of 2 e 4/18/2015 dr Lucas A.Turner,P.E. ®® STATE OF J jW A FL PE#58201 ON Lucas A. Tumer 2015-04-18 22:15-04:00 Limitations of Use,cont'd: • Requires Dupont PVB Interlayer per Miami-Dade NOA 13-0129.27r • Requires Quanex(Mikron)white rigid PVC flaming per Miami-Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in the Dupont and Quanex NOAs listed above and find that they comply with the requirements of the 5'h Ed.(2014)Florida Building Code for use in this product. Certification of dependence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributiaig 6• products for which this report is being issued. I do not have,nor do I intend to acqu�nor will S' • acquire,a financial interest in any other entity involved in the testing or approval Mg gzss of iis•%• '. 0000.. product. .6 • • 0000 •0000. .• . 0 0000 • •• •• 6• 0000•• • • • • 0 •000• •• 00 •• 6• 6066•• •6••6• • • • • • 966.66 jogREIV Page 2 of 2 m z 4/18/2015 r�� F � Lucas A.Turner,P.E. ®®� -®� �� FL PE#58201 ....... ....... ...... ......................... ISWSW44THAVE. OCALA FLORIDA 3"74 WWW.CWS.Co sloo Pvc SINGLE HUNG IMPACT 71W OVERALL INSULATED CLAM W OVERALL 9"TED GLASS —IfiP ANNEALED OR TEMPERED --IM'ANNEALEDORTeMAED AIRSPACE —711V AIRSPACE --5196'LAMWATED GLASS —5MVTED CLASS —Ilr ANNEALED 118"ANNEALED �M PVB INTEMAYER BY OLMONT -M PV8 WTERIAYEA BY DUPONT 118*ANNEALED W ANNEALED DUPASM BY TRUSFAL DURASEAL BY TAMAL ¢ O cc PURFECT GLAZE*W OR SKAFLEX 552 ORSIKAPLEXSW l/r GLASS SITE lir GLASS BITE ...94Z-11-7- 1-r 0 o STATE OP SASH UTE FD(EO UTE e on I ,G- 4/11=15 LUCAS A.TURNER,P.E. FL PF-- 5W01 1239 JARARA AVE. NORTH PORT.FL 342M PH,941%9804574 GLA23NG DFrAlL DMWW BY: DATE: 00: so ADE 01/26M 0 CWS-640 B : SCALE *4141 SHEET .................. 20F6 3 1 1 4 1 4t 3 1900 3W 44TH AVE. OCALA.FLORIDA 34474 W W W.CWB.CC i - 8100 Pvc SINGLE HUNG 1 r O Y SECTION VIEW DO o le i e ��,g1QFiE�4�ae A.c?,•yjCENs ®rs°4�' , mm R= I �a ®TF � a -- 4/11=16 LUCAS A.TURNER,P.E. FL PE 0 56201 1 1239 AVE. 5 •• ••• • • • • • s• ` NORTH PORT.h--342a SRM• • • • • • • • • ' =4574 •• ••• •• • • • •• SECTION VIEWS SECTION VIEW A-A SECTION VIEW C-C -'---j ALTERNATE FIN FRAME• ••• ADE 01t • s•• ••• • ITEMS NOT SHOWN FOR CLARITY: • • • • • • • CWS&40 S • • • •• • • SHEET 3 OF B • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r PARTS LISTVEMI 3118^ 6�RNER P DESCRIPTION V MA AL -3 t/e• COAIBTRUCTION 1 H-OD31 Frame Head,Fig, Mikron Vinyl 311r- 2 H-6031 Frame nl,F Mikron walmWMI,000 3 H-6031 Frame Jamb,Fig. Mikron I 1 ION SW 44TH AVE 4 H-6031 Utterttei Ff..B�. Mfkron Vt i 2 OCALA.FLORIDA 34474 3 W WW.CWS.Cr SM Frame, n Mlkron Vinyl FT,291f18° 4 38l1C -stir 6 S-i Sash Stop i Finer Mlkmn Vinyl ,rte, C 7 H•1836 Alum.Fixed Meet.Rail K ark Alum CORNER WELD 8100 s H Gov a6 op Mikron Vkty (AM SID= SINGLE HUNG 9 H-1497 rMWQM0nt for TR ey Alum �^-,• 1:8 10 H-6= Sash Bottom ail ?Akron Vinyl PVC FRAME RANGE-= IMPACT P 11 H-1699 lReinforcement for SBR K mark Alum PVC FRAME We= ,n 12 H-6004 Sash side Rai! Mikron Vinyl 13 5-1498 Ralnlorcement for SSR Kaymark Alum 13f,try t 1 18• �2 ae, 14 S-6084 f lazlttg B�1 Mntron Vinyl 1S P-3059 Sash Cam M&M Plastic 1 , t m 16 P-4479 Weep Housing&Flap Assm. M&M Piestlo 1 firm ,6111' FOOD MEErW RAIL 17 Bieck&Tackle Balance k wwl tai v,6• 1116^ �� v, sCR TOGETHER WITH 18 a2 Take Out ClipSummit Stasi t� o ri 19 Swed SEE SHEET 2 CAR-01411- ®LASS PVC&AM SIDE RAIL-85 PVC SASH RTRA RAIL-81128 PVC SASH MTA.RAIL- 7 20 Fixed S 2 CARDn.}AL QI.ASS 21 s . 0.270 x 0.187 back UitraFAB N Ion ffi 22 P-4= #8 x 2-112 PH Mod Truss,Type A. ---21 d16" In X 23 010 x 1 1121 Panhaad SMS i 24 Flat Washer Fasterai Steel 7 9 w6 9ft8• at S-6014 Screen S Mikron I m t 28 13 Screen Catch iron I t 3/� 2116• 9rte• ,3rt� 6 i Ems" 27 Fixed Mikron Vinyl X96 }— u18 �`eet OR$Wy°®® 28 P-3113 Clare ,PVC Team Plastics Rubt�r PVC SASHSTOP-stD26 PvcFlcoRwLtxwEt16 1 00.e 3D 29 P-3352 Set.Bilk.118°x 8J8°x 2' Frank Laws p4fi% r iP MEAL A ULL SWI727 MTO RAIL•t&6; '11.1 ��.e N. 5ffi01 .�� 3D -W1 uil Mikron VI = 1 P-3767 #10 x 1 Hex Head Tai rastenal Steel #; °# 32 P-3.342 Seam Basler.SM•5504 tier 3ra• s8° 33 SikaFlex 552 or PURR laze" ' Slk&+1w d 3ra' 9 TATEP-3541 #8x 1/2 Flat Tek Fastenal Steri ' t ,= 9 /18• 7erl 35 P-4051 #8 x 1 114"PH Flat Tek esteY�t teel 1� tn6' ,ne• � 9116• � ®D+sh®a®cf�® 36 P-3783 Look eel k Steel REMF.BAR,-1498 REfNF.S,T.R:9487 REINF.B.e.R.-1868 �QLFZESEAD-MM 37 RA069 Interlock Std Z:. 38 P-4264 #8 x 314"PH Flat wl#16 Head Fastenel Std 41111=5 39 P-3752 HolsPI M&M Plastic 5118 1 lAr Ire t 9/� 9�' LUCAS A.TURNER,P.E. 40 P- x3iPH Pan Tek Fastenal sal I 3+,8"�I �„�_a,`� R.PE#118201 41 1727 eltemalMulftsarmerit Alun 1239 JASARA AVE. NORTH PORT FL 34206 44 P3218 Screen frame ALL Metall Alum 91,8° •• ,��: : : ••• i 51ft SUPPORT.3t13 PH.941.388-1574 45 P-3321 Screen Conor Key I ALL Metal Plastic • • • • • • • i 46 P- t£ n to DA PVC SCREEN St1PPORT 6014 PVC SCREEiy CATCx�93••• • • ••• • 47 P033-3Teen gp ng FLA Somn Steal ••• 000 ••i ••• i i ••• BOM AND EXTRUSIONS 48 P-3029 Screen Pun tab Summit Alum 49 Screen Material NY Wire Flrg�ss Te 50 P-49M9 Wstp.,0.420 x 0.187 back UltraFAB • ••• • ••• ••• • ADE 01/26/09 LIVE ITEMS NOT USED; •• • ••• ••• • i i i CWS-440 B 42S NOTE:ALL EXTRUSIONS ARE ALUMINUM 6093-TS UNLESS OTHERWISE NOTED. • •• • • • :• i•• SHEET 1:2 ••• • ••• • 40178 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 • • 0040 • • ................... ..... ANCHOR AT MIDSPAN(TYR) IF V MAX(TYP.) 4 4'MAX(TYP.) r MAX O.G.MF Z) —DETAIL A Marc MR)- 4'rryp-) SEE NOTE 2 Ir MAX('Yp,)j SeE IXIOM 2 IWO SIN"TH AVE. . . . . .. ............ OCALA.FLORIDA 34474 WWW.CWS.CC lewls, isslir 8100 Pvc ff=n M . 0 i MAX O.0 MAX O.C� MAX OC 0 mpl 0 SINGLE H IMPACT IMAX O.C. (TYP-) LO - xLL —INSTALLATION Ito 0 i 9 L) ANCHOR(TYPJULM,- M�� INSTALLATION DETALA AN=R LAYOUT-(ELANGM ANCHOR LAYOUT-rpimi INTERNAL MULL ATTACHMENT 1:2 mai iaml 6' 61m NOTES: STATE OV Itu 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD, P 0 "Alt � 10 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD GEARING SHIMS, I"ALLOWABLE SHIM STACK TO BEIM'.USE SHIMS WHERE SPACE GREATER THAN III W IS PRESENT.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACINGS AND EMBEDMENT SHALL BE AS SPECIFIED IN 714ESF DRAWINGS,SEE TABLE 1 Z--r- ,SHEET B. 4/111=6 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSlMrLAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A-TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 0 58201 lW9JABARAAVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SW V;lE tfn IN S;lPSWkTV WrWIMENOTHS LESS THAN THE MINIMUM NORTH PORT,FL 342M SPECIFIED IN TABLE 1,SHEET 6, PH.941-3eD-1574 6,ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRES$M INSTALLATIONS TO SOLID CONCRETE OR GROUT FILUM CMU MAY INCLUDE OR STUCCO.FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL B@;ENlaWSO&k):IIS;F L%ED,INTO SUBSTRATE. BUT Do NOT RFWM IX WOW SUCKS BETWEEN THE P%0jft7mTHE So ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU RECUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCTAND SUBSTRATE, • NOTES t A MINIMUM CENTER-TOwCEilTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTEINEM-r FOR MASONRY,I-FOR WOOD AND METAL WOOD OR MASONRY OPEN* IG =,SUCKS AND BUCK FASTENERS SHALL 66 PROPSRLY DESIGNED BY THE ARCHADE MT OR ENGINEER OWE"RID AND INSTALLFAID TRA WIW LOADIS TO THE STRUCTURE SUBSTRATES SHALL MEET THE MINIMUM STRENGTH RECIUIREMENTS AS SHOWN IN TABLEI.SHEET 6.CONCRETE AND MASONRY sLm•sTRAqEs MAY NOTeE C•RACXED� TION SHALL BE DONE BY OTHERS OW I TgH5E0( &TVftIO:OFTH@ PAP"U 9.SEAUNG AND RASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLA : CWS-440 3 F4 • OpCUMERM., Ft-WAAMA'OWN WINDOWS),FMNAAMA200nANGE WINDOWS), FMAAMM 250(BOX WINDOWS),FMAfAAMAMDMA =ww DOM ............... ....... fee 120 • fee 0 fee MIN EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE I TSUBSTRATE MIN,EDGE DIST, 1/4?MAX SHIM I MIN.EDGE DST. SUBSTRATE wmwwmnmm SEE TABLE I SEE TABLE I SYOTHERS 1900 SW 44TH AVE. z Ifir MAX SEE TABLE I OCAL&FLORIDA 3"74 SUBSTRATE YOTHE -7 SHIM wWw.cWS.00 SEE TABLE I MIN.EMBEDMENT MIN,Mm DIST. PERIMETER SEE TABLE I oov SEE TABLE I BY INSTALLATION ANCHOR it 8100 Pvc INSIDE AND SEE TABLE I SINGLE HUNG SEALANT BE+iND MR EMBEDMENT FLANGE BY INSTALLER Ite MAK SHIM SEE TAKE 1 IMPACT M Tme IM]ETERSEALANT PERIMETER SEALANT BY INSTALLER aC UYINSTALLER INSIDE AND OUT INSIDE AND OUT SHIM INSTALLATION ANCHOR INSTALLATION ANC14OR SEALANT BEHIND SEE TABLE i ITI 1 r,3 SEE TABLE I FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER HDRIZONTALSECTION TYPICAL FIN ANCHORAGE HEM AND SILL SIMILAR FOR FIN INSTALLATION A im MAX SHIM SEALANT BEHIND Pj "NOE BY INSTALLER OZ PERIMETER SEALANT 1-1<161 - BYINSTALLER MR EMBEDMENT o!""mm"k INSIDE AND OUT SEE TABLE I AlsGE ,REPy wo, % SUBSTRATE BY OTHERS SEE TAME I MR EDGE DIST. SEALANT UNDER SCREW SEE TAKE 1 HEAD BY INSTALLER STATE OF ZVI"''*4 0 Re w 0 TABU 1:APPWVED INSTALLATM FASTENERS 41111201 FRAMEPLAN&M-00- Det LUCAS A.TURNER,P.E. CONCRETE(10 KSI Milt) 3110'rTW TAPOON 1-15 FL PE#SMi VI—SM SIN iR— PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER FLANGE CONICRETE(P-86 KSI MR) •"DE~4 NORTH PORT,FL 34288 3116*ELCO ULTRAGON a PH.941-380-1574 FLANGE GROUT-FLUED CMU{ASTM C-SM arle,ELCO UL7RACONl • 106010mmTION s"wyo0mmtw: FLANGE 2X Min SPRUCE-PINE-FIR(G-0.42) TWF rrW TAPooN =)V ;INSTALLATION OR ELCO ULlFIA(= I-Sw 7/r • • ILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIR 0.42) #1 71V • • 0 INSTALLATION DETAILS FLANGE SPRUCE-PINE-FIR(G. 0 WOOD SCREW �;ME FIEZIOVONCIT?PAR%AYtA FULLY REMOVING THE FLANGE, --urr,— 16 GAUGE(O.OW7 MR STEEL STUD 910-16 HILTI KWK+UX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: MWAnW' - -- (33 ....... (M KSI YIELD MM TEKS SELF-DRILLING SCREW THRIJ 0.0W 7118, ADE 0112 6109 lAr ALUM.MD83-76 MK)OR *71 PPING I FULL THREAD • INS FLANGE 0 GRADE 5 SELF-TA :-WW -L M9Ef%ZlIOF gitl E ADHESIVE CAULK IS APPLIED 1/8'STEEL(33 KSI M(Id) DRILLING SCREW THRU 0125° 7119' IS RI ALLEP. IN W 0-PFIIDDUCT ANCHOFSE E E CWS-440 B FIN 9X MR SPRUCE-PINE-FIFI(0o.42) WRQ SCREW I-lir 7176° IN E WITH RECILMREMENTS AS Sj).%"FC§"E WINDOW& 0 o ........... 000 0 SHEET ...... !!2wo 00 00 0 0 1:2 so* 0:6 Florida Building Code Online Page 1 of 2 td. d am Herm ( Login Use RegWnWn W Topks Subrttlt SwOmroe S As 9 Paas �h' 3uspe (, Pussy I Puce AporI PUNC UWX Regiution Product Ae mwl Manua pe•_w�w ar.A„!!:,fton cc_te3a a&MD0=J&>Apowasan DOUR FL# FL16736-R1 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 ekoss@cws.oc • • ••.• 000.0• Authorized Signature Koss Erin • • • ekoss@cws.cc •• • i•••i• •• 009.•69 • 0000•• Technical Representative Erin Koss 000000 6 6 9 AddreSsJPhone/Ema(I 1900 SW 44th Ave. 0000 •• •••96• • • • Ocala,FL 34474 • 6 • • • 352 368-6922 Ext 291 0000 • •• ••.•• ekoss@cws.cc •••••• • • 00000 9. 6• •• •9 •0••69 Quality Assurance Representative lay Lathrop •••••• • 6• Address/Phone/Email 1900 SW 44th Ave. i 6 i • • ••••i• Ocala,FL 34474 •9•••• (352)368-6922 Ext 291 i • • 6 :9006: jlathrop@cws.cc •• • 0000 • 6 6 •• Category Windows Subcategory Horizonte!Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 R Validation Checklist-Hardoopy Received Certificate of Independence 6 33 i I E W _ Referenced Standard and Year(of Standard) Allmubrd r AAMAIWDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2804 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By ht4)://www.flori uilding.org/pr/pr app dtl.aspx =wGEVXQ qu8obl%2#IZm6... 6/24/2015 Florida.Building Code Online page 2 of 2 Sections from the Code Product Approval Method Method Y Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/2512015 Date Approved 06/22/2015 &ummary of Products FL Nodlall,Number or Nunes -Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,740 x 6330,XO or Ox. Limb of use Installation Instructions Approved for use In HVHZg Yes F-16736 RI 11 CWS 871B(HS-8200.741x63IMPS odf Approved far use outside NVHZ.,Yes Verified By:Lucas A.Turner 58201 Impact fila Yes Created by Independent Third Party:Yes Design x-601-60 Eval on Reports Other.Large Missile,74°x 630,DP+/-60 psf.Outer Ute In X6736 Rl AE DuPont E95 N A Y3-OY29 27.ndf I.G.must be safety glazed when used above 30 ft.in HVHZ. E 16736 RI AE EvalRen CWS-8718 LUS-8200 74x63, Glass complies to ASTM E1300-04. 1 P f 171-16736 R1 AE O act nex. MI 1 NQA 12-IQI 7a da. Created by Independent Third F trty:Z5 •••• •••••• • • 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, ii"x !',t6lt! • sees•• Umft of use In ons ' Approved far ire ZYeS •••••11 • • 000000 Approvedfar use outside 2r Yes Verified Sr.Lucas A.Turner 58a • i • 0• • ' Impact Resident:Yes Created by Independent Third Pa":•4 • •• 00000 Design Pressure.,+601-60 doral onr • • Other.Large Missile,1110 x 630,DP+/-60 psf.Outer lite FL16736 R1 AE DuPont PVB 1��+a11324 27 ndF • ""' In I.G.must be safety glazed when used above 30 ft.In 171-16736 RI AE DuPontSGP tater 1"624 01odf•••e 000000 HVHZ.Glass complies to ASTM E1300-04. EL16736 R1 AE EvaiRen CWS-Sfi%%=-820Q.111xgj • IMP1.09f • • • • F11kz3fi 111 AE Quan000000 Created by Independent Third tairty:Yes 0 ' sees•• sack ® •• ::a aa0 North damn=cFrgne:850-at9I.= The Si&�of Fbdda lgan e»pk"r.Cor ilaht 2W7-2D13 SYstw of flnrlda.:: under Florida l0w,ante0 addrOWN ars pabAc ream,If you do not want your e-mail address released in response to a PuWic-rewrds raftuaSC,do net send eleCaonie nail to this arm.1nsmd,torast bre office by phone or by haditlonai mea.If you have airy quamns,please coft t a50.487.1N5.sPursuant to Seaton 455.275(e),Florida Statutes,afkcdm Wow 1,2012,licensees licensed under Chapter 455,F.S.rust provide the DaperBment sir an emaa address if they hove one.The anmlls provided may be used for Metas menmuniosNmi with the Musca.However emali addresses are putrde record,l7 you do not wbr to supply a penl4nal address,please provide the DemrWrEnht with an email address which can be made available to the public To detairline of you am a licaraw ung Chapter 455,F.S.,please dlckh=. RvOuck Approve! h RSSasr&r8t M9w ErtrES 6 ttp://www.floridabuilding.org/pr/pr app dtl.aspx?param--wGEVXQwtDqu$obi%2fiZ 6... 6/24/2015 TIURNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-3W1574 CONSULTING,INC. FHPE C.O.A.#29779 Evaluation Report 871B April 18,2015 ProductDescription: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer-. Custom Window Systems,Inc. 1900 SW 44h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 5s' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871B,signed and scaled by Lucas A.Turner,P.E. .069 3) Test Reports NCTL-210-3887-1,-1 A,-2,and-2A,by National Certified Testing La boraton"e*%*9 9 0 0 0 0 0 Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: 'SAB 261,202;203-• 00 `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06/09,and AAMA/WDM •• ...... 101/I.S.2/A440`08 000000 9 6 9 :0900: 4) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas.A."T fter,P.r.� •. 0000 . .. 0000. Installation: Units must be installed according to approval document CWS-871B. ";"; .• ••••• .. .. *000* 0960.0 Limitations of Use: This product: " 0 • • May be used up to the sizes and daylight openings indicated in CWS-871B :096:6 0 0 0 0' • Achieves design pressures of+/-60 psf 6.0000 00 . ... • Is Large Missile impact resistant and does not require the use of shutters •�; • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02' 11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5"Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. A0 v o 5=1 • Q STATE OF 4 f% 4/18/2015 �ffi° "® t t t;'•,a� � Lucas A.Turner,P.E. FL PE 958201 Lucas A. Tumer 2095-04-18 22:21-04:00 ORIZONTAL SLIDER - LARGE MISSILE IMPACT 1,THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT wMMMTEM EDMON INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVKz)AND IWO SIN 44TH AVE. S RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E IM PER THE FSC. WWW.CWS.CC 75 1W MAX,OVERALL FLAME WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) Cownummaws.-OX-'-w. am PVC 74*MAX UNIT WIDTH ----7 NORZ SU 3T GLASWSDLO—.--- 4.DESIGN PRESSURE RATING. MP -NEGATIVE DESIGN LOAD$BASED ON,TESTED PRESSURE AND IACT A GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFLImTION TEST PRESSURE AND GLASS TABLES ASTM E-I SMD4. AKU40RAGE:THE 33 V3%STRESS INCREASE HAS NOT BEEN USED O 64 lie I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR MAX. DETAILS.WINDLOAL)DURATION FACTOR X1.6 WAS USED MR WOOD FLANGE B B ANCHOR CALCULATIONS HEIGHT 6.PRODUCT APPROVED FOR FACT RESISTANCE.SHUTTERS ARE NOT REQUIRED.THE IMPACT ROTARY LOM ARE INTENDED TO BE LEFT UNLATCHED DURING WMAL,OPERATION OF THISPRODUCT, BUT MA)L MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WPM AND FS UNIT FLYING DERM I: HEIGHT 60 Brig, MAY 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT GASH USED AT FIXED MEETING RAIL AND HEADMILL HEIGHT SERIES I MODEL DESIGNATION HS-SM 56 13119" 9.ME DESIGNATION X AND 0 STAND FOR THE FOLLOWING: DL O LASS X-OPERABLE GASH,0.FIXED SASH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR M. ' LOCATCj 1, M. MCI 11.EXTERNAL WEEP SLOT-IW x I'LOCATED 4•FROM BOTH ENDS. STATE OF C A Lucas A. W GLASS DLO Tumor �°mo ®NA9 aha 365116"MAX SASH WIDTH 2015-04-11 15:18-04:00 411112015 LUCAS A.TURNED,P.E. FL PE 9 5820I 1239 JABARA AVE NORTH PORT.FL 34288 iSW=1574 GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS ---- 'WRT-1— GENERAL NOTES A ELEVATIONS.........-1 ADE 10110113 SECTION VIEWS&GLAZING MAX. UNIT SIZE I DESIGN PIVS%ME Plnw RATING EXTRUSIONS a B.O.K............=:::-2 -3 10 PSF. �-�kAFVE UISSI LE IMPACT ANCHOR SCHEDULE&N0TES...-...-,A 74"x 63" CWS-871 B MWALLATM DETAILS................ r —=SHEET I OF 1:16 1 OF 5 .......... INTERIOR IOWSW44THAVE. 34474 am Pvc HOFM SUDER INPACT u1 O SECTION B-B —————— NOTE.FIXED LITE AT HEAD AND SILL IS SIMILAR, CC 4 9WACT vs llftoe'� AWM OF SW 0, {MW 35&38} 7fr OVERALL P... H6 mm 'Ar ANNEALED a TEMPERED *1 INTERIOR I —7/16'AIRSPACE .." tg. —&lW LAMI STATE OF Ifir ANNEALED S.WLEEL�W 04, V Pd" -M DUPONT PO WERLAYER It ms TO HURRICANE FORCE We=, 4 LOCATED AT TWRD P004TS lAr ANNEALED (MUM 411112015 PL74MT GLAZE'W SWAIM 562 LUCAS A.TURNER,P.E. FL PE 6 SWi 1239 JABARA AVE, NORTH PORT,FL.34288 PR 941-3110�iS74 Itr GLASS SITE SECTION VIEWS AND 4 IMGLAZING OF-TAIL SECTION A-A HEAD PACT HOOK AND WE— mw swjE%VK LOGAVONFV 9 0 000 0 ADE 10/10/13 SECTIO C-C • • GLASS TYPE A ALTERNATE FIN FRAME 1 DEA OWS-871 • :0 :. : : 11 000 0 *00 0 0 0 twur.— SHEET 12 J2 OF 6 0:0 0:0 r PARTS LIST ITIN PART# DMCRIFTION VEAfQOR MA —3916' CORNERCONSTRUCTION! q� 1p;T 11� t57J119 H•1497 ReiM Saeh Meeh.Rail Keyrr�tk Alm2 H•1600 RBi9d.S.R.RA.S.11KeymWk Alumwsm 3 H•1936 Meet.8611,Fxd Keymalk Alum 5 1900SW44THAVE.1116' OCALA,FLORIDA 34474 4 H-6052 BashTag+Bot.Pall Mils, PVC 211116° 99+98° 2918- Vi91 WWWWs.Qc"H-WQ Main Fr.,8H,W Fin.,PVC kliron PVCL ' 6 H•6QB0 S9tsh Most.Rel,PVC Micron PVC CORNER WELD 7 H>#059 Bash Skis Rail,PVC Mlkron PVC fit• (ALL9SME8) c 6 Ham Main Fr.,SK�WFlg.,PVC Mfkmn PVC PVC FRAME FLANGE-6449 FIXED RAIL-1838 HOFIZ SUDER 9 P-sw Screen Pull Tab Stunmh PVC FRAME Man IMPACT 10 P-3033 Sween Spr&tg,SS Relay 1 11 P-3113 Screw St=W,PVC Team Ptaelie Rubtwr a �I iJ — WIG, owniT 12 P•3248 Screen FrePn® Attm9tal RoIlFornl 4 t`��m 13 P-3228 Screen Splines,.15,5 Dia.,Blk- Dam ' a t 9B' 1 Stir 14 P-4754 ISCreen Frame C�rttBr Kgp Ailmetal NpSat 1116` 9 Lu 15 P•3342 S80m S1�ler,8M x504 Schneekxn Silns 1/t5° 1118 v16 FIXED MEETM RAIL 8 Q 9 SCREWED TOGETHER WITH 16 P,= SBI.81k.,85 Dur.,I ff x 518°x T L g. RUbbef PIC SASH MT&RAIL,8W0 PVCSASH SIDE RAn.-�St PVC SASH TOPJ®TM FV&475ta PEC FIXED RAIL COVER-6tI63 O � 17 P•3429 WSIA 0.270 x.187 back FInSeat,er Uiteatab t:e 18 P•3539 x314 Square 7EK 2 Zft Festers Steel o �; 19 P-4730 98 x 112"Tn143 PH TEK 2 Enc Fasteral314" R I qI Sng• m 20 P-375@r Pktg,1(2'HOWMAM NyID+1 9" 1 16/96" in6^ IL w — G 91,9` F12 29 P-5250 $pd LtFAC,impact,PVC tNedoCk SASH MTS.RAILA497 SASH RF.- 28 P-4779 Ratter.Tandem M&M NyICn L 13tf41699 'O 6' i 16198" 23 P4051 06 x 11/4 Ph FH TEK,WN. Famonal steel 7196° 1 114 m �! 24 P-4069 Keeper,lmpm,PVC Interlock 314" f 89Bfrl 25 P4479 WeelsCoagrrAFlop M&M Nylon '� V96° � �_ aa°WREty r►®y` 26 P-4638 #8 x 2112 Ph Tnnze SMS Ajax Steel KLAN VIEW-1999 HEAD IMPACT HOOK-im Ing• 9116 ®aaGtr� �cfiM ti�4r® 27 P-49% Rot Lock Sullivan Zinc S.S.RJB.SA.-1496 ROLLER TRACK•1776 7¢+� ��: No 58201 %";' 213 P-4952+08W,8W,Rotary Look 3ulffim Eta S 2 a 29 P-4959 WSW.0.420 x.187 back Fled, Uniab O �� t/4 p7�6-M, Sgyp; P-48S9 Barrel Fastener Fotenal Steel 41 =9`t STATE OF 39 5.1112 Reinforcamem,Head enk Aktm �' 7 8116•34 51776 Track 32 — lS.8.R, Kepmmk AI m L1116' PVCGtAZEBEAD-6064 AAZE` BEAD-1110 ®+�hji+HM�A7„ yt3,a 35 51998 Fm"Hook.HwA,impact Keymark Alum PLAN VIEW-20oo PANEL usPAcroAYCH- �<^ 36 5.2000 Paw Catch,Head,MVM Keymark Abnn 9!7 4 V8"-j W91 sfig° 4/11=1537 S-SM Anti Lit Mum PVC J`sna" LUCAS A.TURNER,P.E. 36 5-6013 >3orn i�`—a- t 1198 FL PE93S2at Adept.,�A9b,PVC Milron PVC --^ L- 39 S-W14M4tta9 SCm.A PVC t PVC SCREEN CATCH-6013 PVC ANTI-UFT.MIS 1239 JABARA AVE. PYC SCREW SUPPORT-3113 40 NORTH PORT,FL 34M S•6083 Fuel Rail Comer MR= PVC ••e ••• • • • e • • PH.941-380-1574 • •• • e e e 9 41 {yaatrtg Bead bllkecn PVC •• 178'• • • • 42 ®LASS SEE SHEET CAREWAI, GLASS •• • • • • ••• 43 ••e Pt114aot Q�ae°H',SFkeFlwt 552 t Potel 1 Sita ••i •e i e•• i i •i 9116° ROM AND EXTRUSK)NS PVC SCREEN SUPPORT-60,4 NVEWN96—ME— ADE 10/10/13 UN ITEMS NOT USED: • GWS 874 NOTE:ALL Ail t'CfRUSIGNS ARE ALUMINUM 8063 T6 UNLESS OTHERWISE NOTED. •• • •• • • i i • • e �• • i • • �• � � '12 SHEET ••• •e• 30F5 ••• • • • • ••• • :• •i i i i i••ei e•• ........... 12 W MAX D.C.(TYPj 12 VVINvowammm IrMAX(TYP.) -1 r--3-(IYP,) 4'MAX(TYR) I SW SW 44TH AVE BE NOTE r MAX(10.(rYP.) g5�&FLfl]DA W74 S*MAX(TYPj C MAX(TYP.) T-T NOTE 2 CC INSTALLATION am Pvc ANCHOR(TYP.) OWALLATION HOFIZ SUDER ANCHOR(TYP) MAX O.C. IMPACT tTmyp.. Ir MAX 0 o z w r-————— AE 'I I I frig —I tu AbrAMR LAYOUT (EN 91 #AO 00REW, NOTES: STATE OF jW% I.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 10.. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 1/4°.USE SHIMS WHERE SPACE GREATER AN itl(r IS PRESENT LOAD BEARING SHIMS SMALL CONSTRUCTED OF HIGH DENSITY PLASTIC OR SETTEFL WOOD SHIMS ARE NOT ALLOWED.3. THAN L I BE ANCHOR TYPE.SUE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 411112DI5 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 LUCAS A-TURNER,P,F- BE PROTECTED TO PREVENT REACTIOM FL PE#WWI 1239 JASARA AVE. INSTALLATION AN04096 SHALL BE IN ACCORDANCE WITH ANCHOR MANLJFACTUREFrS INSTALLATION 9GT NORTH PORT,FL 342M SPECIFIED IN TABLE T.SHEET RUCTIONS,AND ANCH?R.S Sl",•ALL Nor BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM • 0 a 0 00 PH,941-380-1574 &ANCHOR EMBEDMENT To SUBSTRATE SMALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCFIETEICMU OPENINGS, INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE OUTDO NOT RECIURE IX WOOD SUCKS Bii,�&WNtTHMWAEPW�Rr Wa A V UIZT�IF USED,INTO SUBSTRATE.= TVI ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X SUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 99 0040 NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:9°FOR MASONRY,1°FOR WOOD AND METAL IWAVRfff—WFTE-- WOOD OR MASONRY OPENINGS,BUCKS AND RIM FASTENERS Mon BE PROPERLY DESIGNEDBY THE A E 1 15- ADE I(YID113 INSTALLED TO TRANSFER WW LOADS TO THE STRUCTURE uwfr#—, -1,SHEET S.CONCRETE AND MASONRY "CRAmm. go SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMEN78 AS SHOWN IN TAB E RCHITECT OR NG W RECORD 0 0 0 0 CWS-871 8 S.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SMALL BE DONE BY OTHERS FOtLOWING THIbCIJRIiIENT VA"OF 111E R"NCE DOCUMENTS: scm; — SHEET FMAfAAMA 100(FIN WINDOW%FMAIAAMA 200PAWE WOMOWS), FMANYGMA 250(BOX WINDOWS),FMA(AAMAWDMA 4"IER%WDOOR.Mgggg 00 0 0 120 4 OF TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SEE TABLE 1 S4133MATE RS — —MIN.EDGE DIST. IW MAX.SHIM EMUTABLE 1 MIN,EDGE DIST. SUBSTRATE VWRINDM SEE TABLE t SEE TABLE 1 BY OTHERS 19LC 8W 44TH AVE SUBSTRATE BY OTHERS tom.MAX SHIM SEE VdTABLE 9 ODALA,FLORIDA 34474 � SEE TABLE 1 i ww,c a.CC MIN.EMBEDMENT MIN. DIST. aft"M MMWW UM PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 INSIBY DE AND Off INSTALLATION ANCHOR ,.� �•?" SEETABLEi FLAME BEHIND UK EMBEDMENT �lANtiE BY INBTALLfff 114"MAX.SHIM SEE TABLE 1 IMPACT m a RPERIMETER SEALANT PERIMETEBY INSTALLER ALU BY INSTALLEBy R R SEALANT INSIDE AND OUT O ll S=E AND OUT INSTALLATION ANCHOR TALLATKfN ANCHOR SEALANT BEHIND SEE TABLE i g SEE TABLE 1 FLANGE BY INSTALLER -----MEAIANT BEHIND FlN BY iNSTALIER � NORfZONTALBEOTION i tIMNTALSEOTION gg S TYPK'.AL JAMS AP�HOAAGE �8,/ TYPICAL FIN � � Vd HEAD AND SILL SIMILAR FOR FIN INSTALLATION z W ®It O � U4"MAX SHIM SEALA14T BEHIND FLANGE BY WALLER at q PERIMETER SEALANT , MIS&EMBEDMENT �eafrr BY INSTALLER BEE TABLE 1 fAt81DE AND OUT SUBSTRATE SYOTHERS 3,t� 5b201 °� SEE TABLE 1 ...�.MK TABLEGEDIST.SEE �' 8 B". A VERTICAL SECTION ��$ STATE OF 8"tea b TYPICAL SILL a tti�L�R40�0"`�o�r Aj too TABLE 1:APPROVED IE TALLATiON F I 4!1 iJ2p1 g TSE LUCAS A.TtdER,P.E. GUNGREIE(a 0 K81 MR) 1B'RW TAPCC3N 1-112' 1-118° PERIMETER SEALANT FL PE 5 6820i 12.39 JABARA AVE. 2' BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(285 K81 MSV.) 3190°ELCO tA.TRAC4ON 1' 1' •• Pli.989- -i57$ FLANGE GROUT-FUZED CMU{ASTM G-90} 9115'BLCO ULTRACpN y-iJ4" 2-1/2" •E • • ••• HEAL SECTION FLANGE 2X MRI.SOUTHERN PINE(G=0.55) Wig- T y, " 7�. •• •i ••i i i ••i H AND a LL SIMILAR INSTALLATION BOX MTALL.A71ON OR ELCO ULTRACON • ••i • r•I • • • • • INSTALLATION DETAILS CFLAN 2X MU L SOUTHERN PINE( -Gy} 410 WOOD 1.V8 7!8' FLANGE RE riJALRlOTE?PSI &&y OR FULLY REMOVINQ THE FLANGE, FLANGE 16 GAUGE(0.0W)MRL STEEL STUD 810-15 HIL11 KWIK-FLE-XOR IIW Ft3. 7 MEAD 7n5, UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: UMMRW' (33 KSI YIELD MIN) 'PEKE 8E THRU 0.0w ADE tU/16tt3 1W ALUM.(6053-T6 MIN.}OR #10 3RADE 5 SELF TAPPI ! FLA L THREAD •••MIN.U F CONSTRUCTION-G E ADHESIVE CAULK IS APPLIED a: FLANGE if8°STEEL{33 KSI MIN.} DANleAlQ SCREW T}{R(LO.i 7118' INSIDG LL A6! BY�STAILER. PRODlfCTAN{il 4EI NA CWS-871 B FLV 2X MlPI.SOUTHERN PINE(C,=05� W SCREW 9-112 1t2°• :•SP}011�A}FO��FL sNQE 1�INpOW. :DANCE WITH REQUIREMEAtTS AS ; SHEET ....... 5 OF 5 ••• • • • • ••• Florida Building Code Online Pagel of 2 R � e eY. I r R a.� J �yyxk`�:ft �i yh' i P. . ..... .. , SSSS. 3P tlrFl j� KM Home lag In Uar Raglslrat m Hat Toots ' Subn*S=MMa its&Facts -nrcat.,,1, POw'Ail i l x M Mi%p E o*T parr. Pre s ! n I Ute:Pmdt apprmmle F1014 User Regulation Product ADOM2 l Menu>Product ar Anniks4ran Search x&MItnuan!ds#>Appli nett l FL# FL9520-R6 0000 Application Type Revision • • • • Code Version 2014 • • • • • ""'• Application Status prod •••••• 0••••• '0 • • •0000• 0000•• • • Comments ••0• •• 0 •0000: Archived ". ' • • • • 0 ' 0000 • •• 0000• •00.0• • • • • 0000• Product Manufacturer Custom Window Systems Inc. ••••�• •00000 •••� .••••0 Address/Phone/Email 1900 SW 44th Avenue 0000•• • • Ocala,FL 34474 • • • • (352)36&6922 • • • • • ekoss@cws.ac • •••••• 0000•• • •• • 000 0 •0.00• Authorized Signature Koss EHn • • ' ' ekoss@cws.cc •• Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekess@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ,(Iathrop*cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality prance Entity K rtlfications,Inc. Quality Assurance Contract Expiration Date7/21/2020 Validated By Steven M.Urich,PE ® Validation Checklist-Hardcopy Received Certificate of Independence F052Q R6 COY Evalikep C5- 1 P Referenced Standard and Year(of Standard) Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wwGEVXQwtDgvIHvmuJRWcZI... 5/6/2016 Florida Building Code Orfflne .Page 2 of 2 Sections from the Code Product Approval Method Method l Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 0000 ��ry of products • • 0 •000 0660•• •• • • •0000• 0 aF fq 1,Mu llama Iption •••••• • 6.6.6• 3"Alum.Tube Mullion 3"Alum.Tube Mullion,HorizontaVi 1,Fin&Flange 6 • applications.(IMPACT) 0000 000900 Lknits of Use IrAftallartion Instructions 0000 • •• Approved for in Zp Yes 2 R A in ••••• • • • Approved for o H e Yes Verified By:Lucas A.Tomer 5820 • • • 00000 Im .,Yes Created by Independent Third Patty:Ye 6 6 6 6.6 000000 Deftn ret WA Evalustilm Reports 000000 • Other.Large Missile Impact;See Installation Instructions • and Evaluation Report for complete list of Limitations and Created by Independent Third Arty:Yep :000: 0• 6.6 6 6 Conditions of Use. • • • • • • 0000•• 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin it Alripe • • applications.(IMPACT) •• Llmft of Ude Installation Instructions Approved for use In HVHZ,Yes FL9520 R6 II CWS-837A f4 In-Mull,IMP).odf Approved for use*utsWe H a Yes Verified By:Lucas A.Turner 58201 Impact Resistant.Yes Created by IndependentThirdParty:Yes Design Pressure*.PVA 9valuation Repo Othera Large Missile Impact;See Installation Instructions FL9520 R6 AE EvalRen S-837A f4 In MulL IMPLDdf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.3 5 1/2"Alum.Tube Mullion 5 1/2°Alum.Tube Mullion,Horizontal&Vertical,Fin& Flange applications.(IMPACT) 1.knks of Use Installation Instructions Approved for use In HYH2t Yes FI-9520 R6 II CWS-638A(5.5 In Mull,IMP).odf Approved for use outalft HVHL,Yes Verified By:Lucas A.Turner 58201 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressuret.N/A ivaluaatiwt Rellrorft mor/Large Missile Impact;See Installation Instructions EL9520 R6 AE F3mlReD Cul5-836A(15-In Mull_IMPLDdf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. sear tae Contact tla::1940 fdorth Home Street.rallahr-nm FL 32399 phone:850.487-1824 The Slato of Florida is an A$1F$0 employer. prinaev dank:,,A[es�lx'Eity Sfatnt::R2tuad Staf+nmsrlc Under Florida taw,ernall address are public records.If you do riat wart your e-mail address released in response to a pubik-records request,do not send electronic mat to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Fursuant to Section 455.275(1),Florida Statubas,efrective October 1,2012,Ikenseas 6cereed under Chapter 455,F.S.must provide the Department with an er ail address If they have one.The emaila provided may be used for official communication with the liter.however email addresses ars public remrd.If you do hot wish to supply a personal address,please provide the taparbis8nt with an email address which can be made available to the public.To determine If you are a Iicarme under Chapter 455,F.S.,please cock i .• productApproval sj pts: �r:a^uritx+u xur:a hq://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZl... 5/6/2016 1239 Jabara Ave. URNER North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 836A April 27,2015 Product Description: PVC 3"Mullion H-1758 •..• Manufacturer: Custom Window Systems,Inc. 1900 S W 44 h Ave,Ocala,FL.344-74 0000:0 000 .. • Statement of Compliance: This report evaluates the above-listed product per� l&ements0 of FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies wimthe • 0000.. requirements of the 5a`Edition(2014)Florida Building Code including the Hi&V..ejgeity • Hurricane Zone. The product testing standards performed are outlined below. • • • . 00000 . 0000 0000 0000.. Technical Documentation: :0*:*: • • 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Pott,FL; 0 0 0 0 0 2) Approval drawing CWS-836A,signed and sealed by Lucas A.Turner,I$E..'. • 3) Test Reports NCTL-210-3833-1,4A,-2,-2A,-3,and-3A,from National Certified • Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09,and AAMA 450-06 4) Supplemental Calcs.to support CWS-836A,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-836A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-836A,using clips as shown in CWS-836A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System,Inc.windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. �?REJV No 58201 4/27/2015 % STATS OF q; C Lucas A.Turner,P.E. ° FL PE#58201 w, � }�� Lucas A.Tumer 2015-04-27 21:00-04:00 S1€N.€,@AL NOTES: PVA MQLL I� - I B LE IMP., 1" THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SHOWN wlOIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FRO),CURRENT EDITION INCLUDING THE HIGH 2wom ftmmffg i>X�SW 44111 AYE. VELOCITY HURRICANE ZONE(HyH AND IS RATED FOR WIND ZONE 4 MILE LEVEL FLORIDA 34474 DIMPACT USE AS IN ASl'A4 E 1 PER THE FBC. .G CC CONFIGURATIONS(SEE SHEETS 2.3):VERTICAL OR HORIZONTAL - - —-- S.SEE MULLION CHARTS FOR MAX,DESIGN PRESSURES AND LENGTH. "PVC (REFER TO SHEETS 2M MULLgg L 4. GE:THE 33113%STRESS INCA HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT.SIE SHEETS 9.10 FOR ANCHOR DETAILS.WINDLOAD NPACT ® DURATION FACTOR OC61.8 WAS U89D FOR WOOD ANCHOR CALCULATION& 5.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. 5.DESIGN PRESSURE OF MULLED UNITS SHALL CONTROLLED BY THE LESSER I ( a a{ ANCHOR CLIP— ANt TOR GUP DESIGN RE OF THE OR THE INDIVIDUAL WINDOW UNITS. x; C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT I I f 6 APPLLY ONLY TO THE MULLKK W MUST BE APPROVED UNDER SEPARATE } I a e ® VAL S.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY � APPLICABLE LOCAL LANES,BUILDING COOK ORDINANCES OR OTHER SAFT'EY � REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. a" 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SWWM IN THIS DRAW NG.SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY x x x CUSPI9M WINDOW SYSTEMS,NO.AND It1UST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMMK 1 � i alb 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHTARE NOT EXCEEDED.AND MULLIONS ARE ANCHORED AS F C SHOWN HERE IN. P t0 t0 9 9 AISCHCRCUP bvb 88Wg"'w�+�40 I I. AL MULLION SHALL EXIT END THE ENTIRE W 10TH OF THE MUI I ED UNIT. Sr EXAMPLEHORIZt VERT.MULLION V MULLION IS USED TO MULL SIDE BY SIDE UNITS T t 1 ` FOR SECTION VIEW ONLY $ 8 dNCHORCUP. 5,9 STATE OF a . Lucas A.Turner td°ti 8,�8 2015-04-27 144i 21:00-04:Dfla" 'Fe•r�°`` C3 0 4 16 LUCAS A.TURNER,P.E. FL PE*SBM 1239 JABARA AVE. NORTH PORT,FL 34288 000 • • • • • •• PH.941-380-1574 X X i ••i i i i i i •• • • • • ••• • GENERAL NOTES AND TABLE OF CONTENTS ••i ••i ••• i i ••• � ELEVATION GENERAL NOTES&ELEVATIONS..,.... ...t DP CHARTS..........._._.._..._.......... .......2 9 &EXTRUSIONS---...—..............4 ADE 09WI12 EXTRUSIONS- .„, - ...... _..._.5 • ••• • ••• ••• • a: SECTION VIEWS....., _._ ._ ._... ....9 7 PLE VERT]CAL MULLION FOR • • CONFIGURATIONS&ANCHOR NOTES....-.8 QVC,WINDOW$FOR SECTION VIEWS ONLY •• • • • •• • i i GWS-✓336 y A INSTALLATION DETAI S. „. . ..._._......910 • • • • • • • • SHEET • • • ••• • ••• • �• •:• 1�5 1 +OF10 ••• • • • • ••• • Design remure Chert(PSS for NON-INTERSECTED Impaet PVC S'MiROMR/613,wilh 152$00ps uatng tour R 3Ira 00 or WMorwilr rrwTapcwm or ULTR 3 Rb- 0rVMMpwew,h end otmullion.HOLLOWarGROUT-FUEDBLOCK mgM124QCOULT'RACONS. OPENING SIZE WIN 39 45 51 57 63 69 4 75 alb 81 By 83 Be 107 018 114 110 128 1322 138 145 318 1900 6W 44TH AVE. 3r 800 8D.0 80.0 800 800 Boa 0 8110 80.0 80.0 8110 80.D 80.0 80.0 80.0 8110 80.0 B0.0 OCALA,FLORIDA 34474 42324 80.0 no 80.0 .0 0 no 80.0 80.0 D 80.0 no SMD 8110 80.0 800 80.0 --K-r- B0.0 WWW.CW8.CC .0 �.0 80.0 80.0 0 0 0 80 0 0 80 0 80.0 8110 80.0 --sro- 89.0 80.0 85 D B3118 800 80.0 Solo 800 80.0 I0.0 80.0 80.0 no 0 no -U-0--970- 85.0 86.0 85.0 T, � 800 800 80.0 80.0 Boo 811a 8110 no no 80.0 80.0 .0 0 65.0 88.0 &1 80.0 80.0 8A0 I 80.0 8110 no 0 Ko 78.8 8 74,8 1 725 65.0 86.0 7777PAULL BAR 85.0 85.0 $5 0 68 0 85 0 86 0 85.0 850 85 0 8l�0 65.0 85 0 65A IMPACT 88 86.0 8ai 85.0 85.0 �i.0 85 0 8$.0 850 65.0 65 0 65.0 1 83.5 72 1 85.0 1 65.0 86.0 1 65.0 88.0 I 65.A I 65.0 1 64.8 61.7 58.1 56.9 53,7 � DP CHART IS FOR: Nth-IN'I ERSECTED IMPACT 3-MULLION 1758,HORMONTAL OR VERTICAL,USING(PER END): (4)0001 CLIPS INTO WOOD or METAL (4)311V ITW TAPC.ONS or ELC.O ULTRACONS INTO SOLID CONCRETE or WOOD -(4) 114°ELCO ULTRAC ONS INTO HOLLOW or GROUT=FILLED BLOCK - _...._-... --__-....------ ----- _..-- t Design Pressure C,hmt(PSF)br N -4NTERSECTED Impact PVC 3"mulon H-1 ITA Rps W six(s);15 or METAL or 3118"fiW Tepmrts or Q ONS bib 0 ETE or ;®it WOOD oath end of mullihn.HOLLOW or GROUT-FILLED BLOCK requhe 19"B-00 ULTRACMS. OPENING n. 39 45 51 57 63 88 75 318 81 87 83 so 107 318 114 120 126 132 130 145 37 80.0 80.0 8D.0 no 80.0 Fla 80.0 800 8110 8110 8110 ma 80.0 80.0 80.0 80.0 80.0 80.0 42 W4 8D.0 80.0 W.0 80.0 80.0 80.0 8110 0 8110 8110 8D 0 �.0 800 80 0 80.0 8110 80.0 48 3% 00.0 80.0 80.0 80.0 80.0 80.0 800 80.0 811 80.0 80.0 80.0 ao.0 80.0 8110 80.0 800 85.0 its 00.0 57 80.080 0 80.0 8D 0 89.0 80.0 80.0 80.0 no no Isom 8110 80.0 650 65.0 85.0 86.D 86 0 ®®®®®b®` °URIEW 83 800 80.0 80 0 80.080 0 80 0 800 8110 80.0 80.0 80.0 8110 88.0 65.0 ®o •'e,�CB NSE'.�+y; 65 85.0 85 0 0 85.0 850 no no 85.0 fP£�0 869 �.�i,. N® 58201 %-As 68 85.0 .0 �i.0 68.0 66 0 65 680 65.0 86.a 859 0 r2 65.o ss.o s5 o ss.o 66 0 66 0 o sa a 61.7 59.1 9 S3 7 :� STATE OF DP CHART IS FOR: NOTES: NCAd49MMECTED IMPACT 3°MULLION 1755,HORIZONTAL OR VERTICAL,USING(PER END): ®& o R tC;�'{9®�� 1776 CUPS 1.THE MULL CONFIGURATION 19 SHOWNOCUS BOLANY DD�" 'O°®�`�faEdA.-��oa`'6� 2 AN INTERSECTED MULL BAR HAS OTHER NULL a®rola to -(0)3/0,ITW TA INTO WOOD or METAL SAR(S)ATTACHED TO IT(SHOWN IN DASHES) •(8)3(16"ELC TURNS or EL.CO HOLLOW or INTO SOLID ED BLO K or WOOD THROUGH THE USE OF MULL BAR CUP8.AN 4127/2015 (8) 114"ELCO ULTAAOONS INTO HOLLOW 0r{3F UT FILLED BLOCK INTERSECTED MULL BAR WILZ ALWAYS 8E ATTACHED TO THE SLBSMTE AT BOTH ENDS. LUCAS A TURNER,P.E. 3,NON-INTERSECTED MULL BARS CAN BE ATTACHED iFLPE45mm TiytN TRIPLE TRANWM pVV6RTWIN TRAMOM QUER TRIPtF TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE. VERTICAL MULUCM VERTICAL MILLION VERTICALWWON VERTICALMULWNNORTH PORT,FL 34288 a •• ••• • *4KE• • • •• TWIAUTME PH.g4i-38CF1574 IT Ho}1 TAt.tauLLt •W&MMALOUROF.tYd• • •so 0 • • • • • e • DA CiHAFtTS a • • • • • • • • • • _..... • • • F NON-INTERSECTED SEW MULLS ADE OGWI12 • •• • ••e ••• • k. _ i • • j • • • CWS-836 A ^�---OPENMSIZE---i -.�CPStiIRKlsiZ6� - sib-- -"i t?PEAiiNtis�l-•- `°--MULLLEMaw -4 : , LL __ ••• • :• . SHEET ••• • �iOIlT 2 OF10 • •• •• • • • • • Design Pressure Chart TER CTED Impact 9 1768,wn 1522 dips ue;;four(4)810 Smm into WOOD or METAL or m i apnoea siammanCRETE or WOOD,or 1 8 wifhsix(8)810SmsmbftVA orWTALor3/18'fTWTapcor•infoSLIDOONCRETEorVVC=pereachumfofmuBon.Ha-LCNotGROUT•V.LEDBLOCK regtrelt4 ELCOULTPJW=& f OPENING ZEGm) WINDOWmumm ti 39 45 51 57 W eG 753/6 I!1 87 11,4 89 110 318 114 124 126 132 138 145 318 19D0 EW 444TH AVE. 37 50.0 50.0 54.0 50.0 50.0 50.0 Sao 50.0 5D.0 50.0 50.0 W.0 50.0 60t 50.0 baa 540 60.0 OCALA.FLORIDA 34474 MULL BAR 42314 50.0 50.0 5D.0 50.0 640 5a0 i�.0 6D.0 50.0 60.0 60A 640 50.0 50.0 50.0 50.0 640 WWW.CWB.CC 483/4 SOA 511.0 60.0 60 0 0 0 60.0 50.0 50.0 50.0 6d.0 55.0 50.4 SD.O 0 50. 540 531/8 Sot S0.o 5D.050.0 50.0 50.0 Sao 60.0 5d.0 60.0 50.0 50.0 Sas 50.0 50.0 50.0 50.0 See 57 501.0 50.0 50.0 no 50.0 6ao 640 50.0 50.0 50.0 50.0 Sao w.a -Wo- baa 50.0 48.1 9 PVC 53 50.0 50.0 60.0 Sao Sao Sao Sao 50.0 50.0 50.0 60.0 saa 50.4 Sao ass 47.3 as 50.4 Sao 0 Sao 50.0 5D.0 A Sao 413.8 47.6 IMPACT 72 50.0 60.0 50.0 50.0 50.0 50.0 60 0 5a.0 50.0 60.0 50.0 45.4 44.0 78 3750 50.0 50.0 50.0 50.0 50.0 50.0 .0 48.8 44.0 40.0 °Q OP CHART IS FOR: INTERSECTED SACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING ETTHER(PER END): i5mcuPs (4)810 SCREWS INTO WOOD or METAL -(4)3t18"ETW TAPCONS or ELOO ULTRACONS INTO SOLID CONCRETE or WOOD (4) 114"ELOO ULTRACONS INTO HOLLOW or GROUT Ft LEO BLOCK � i 1767 LJPs (6)#iSCREWS INTO WOOD or METAL -(8)3118"TTW TAPGONS or ELOO ULTRACONS INTO SID CONCRETE or WOOD -(6) 114'ECO ULTRACONS INTO HOLLOW or GROUT-FR.LED BLOCK i r HORIZONTAL MULLIONVEATMMULWN -- -- VA% ATATE OF TWINOR UNITS I IBELOWI OPEMGSIZE MULLumTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JAZARA AVE. NORTH PORT,FL 34286 •• 00: • • • • • •• PH.9410.1674 •• • • • ••• • OP CHART •• ••• fOR ANY k31VETa INTERSECTED MULLS RA IN BOLD. 2.AN INTERSECTED MULL OAR 14A&OTHER MULL SAR(S)ATTACHED TO IT(SHOWN IN DASHES ADE OW27112 • ••• MiROUGH THE USE OF MULL BAR CLIP&.AN a • • • MSIR$OAR Val.ALWAYS BE • • ATTACtO TO THe5UB8P AAE AT BOTH ENDS. ' CWS-836 y A • • • SSI CAN ENE ATTACHED i•• • • TO E 4t &N TaEi3 MULL BARS. 1:1 SHAT ••• • • • 3 OP1d ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • rnN PARTS DESCRIPTIONIr- - - 1 H-1739 1318'x3"MULLION TUBE LINE ITEMS NOT LFSED: xm "L"2M76 BAR F —— FRARIETYPE OP6+DAYi a #10 OR 912 HEX WASHER HEAD TEK •tam note bel [68,123 #10 NEW F1S?R013 F-1707-WI 4 #10 x f TW PANHWASHER D PH0JP8 ZIdC FLANGE RETRO FAM-M F-IM-001 IWONSW 44TH AVE. 7 1897 MULLJON CLIP FOV NEW F-1 -013 F 1797-01X"R) OCALA >RMAA x4474 8 SEALANT RETRO F1522-013 F-1767•0044AR) 'CC 8 S-18B3 DRIP CAP NEW NOTIIECOMMENDED F-1787-X11 8-1893 FLANGE ADAMR 19 ER BOX RETAO F-1922.008 F-1787-001 3"PVC 13 P MULL BAR CAP MULL BAR 14 F-1=-013 3 SLO FIN MULL CLIP IMPACT 13 F-1522-M r SLO 16 F-1767-X19 L-A LLE 3-MULL CLIP,S - 17 9787 3°MULL 18 Ft CLIP,FIN, ; 98 011)HEXWASHERHEA3 'p A FH TEK SCREW °USE WOOD SGREN SUE 910 OR 412),SPECIFIED IN W HM UNIT APPROVAL 00011 ANT I � mr 7195"b 99r 7914° 9 ! 9 11} TP9d" f j ILU! i 1196' -9136• 1f15" ��..................... DRIP GAP S•16ffi 1 13f16' tt 9$116'; 1 13nS' ¢ MdVE d GO LAVER 8.9.601s90 FLANGE ADAPTER 6,&3 'T awl L= . T—•- 151w- E"8L4'tTYP) �._ ,ya4,�pgJOREfgr 7 �® Toil'Pew 27/16, 21'.416" 918° -211th' 6f3' '►•k$ e•&® q� E 1 r9` STATE OF 2W i t ��Ryi A, 0$tt 3'MULLBAR H-17fig f Ire' 23198' �+gah° °g®RNV.•O`�®�a� 11B° one MLiLU0P1 CLIP 9-1697 1_ �„�... 4Q 96 2114' F-19224m8 PE# 1TURNER P.E. RETRO/FLANGE CLIP 9239 JABARA AVE. f •• •••• • • • • • • i NORTH PORT'FL PJ'—"°I ' PH.941.380-1574. 47te i ••i 0 0 0 0 0 �+t F-13a2-013 • •• • • • • ••• • \1 NEW CONSTRUCT M/FIN INSTALLATIC 1•• *00 ••0 ••• 0 0 ••• BOM AND EXTFMIONS A SOORE,SENO AM BREAK TO REMOVE FIN FOR FRAME \ ATTTO MULL SAR A 08l2.7f1�^ TVP.FIN FRAAlE QEPAJL A : 0:6 • ••• ••• • IREV_ • • • • • i• •• •• i i i ows-836 A • i NOTE:ALL EXTRUSIONS ARE ALUMINUM 6M-TO UNLESS OTHERWISE NOTED. ••• • ••• • •• 000 UVALESHEET 1:2 4 OF 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • • . � , ~ _ FRAME OPENING Ir WiLLUR CLIP IV mualgwl�[F "I FLANGE NEW F-1520-013 r-AlW67-amol FIN NEW F-152MI3 F-17874)(W(WO OCALk FLORIDA 34474 REM F-1522-M3 F-1767-011"M wwwlcm.cc Box NEW NOT REOOMMENDED F4767-M MULL BAR IMPACT if ig iw L—lm*THRu PYP) wr [--7/lirLUCAS A.TURNEK P.E. nvnsniir STATE OF Z,40 ,---"=°---~ i - 2 W4 V ANomE.T STANDARD MULL CUP'F-11767-*01 . FLPEDSM == JABARA AVE. IV mww�Tmmum^pFIN uern°wnn,mm r*mms�wo�nupnm�mxn�/n�� °°° °°� ° ° ~~~'~~"~' ==�" � ° ° °°° ° ° ° . -~"~.~M°.~,° °0 °00 0 ° ° ° ° ° ° ° ° ° °° °°° °° ° ° ° °° EXTRUSIONS ° °°° ° °°° °°° ° _- ° ° ° ° ° ° �~~ ° ° ° ° ° ° ° ° ° ° ° ---_- ° °° .*°^E — SHEET° ° �� 0 � -- - - �� ~ 2vD0wwmmwl 3"PVC MULL BAR SEAL BOM RANGE SEAL BMND FLANGE PRIOR TO ATTACMG FLU LENGTH OF WROM FRAmE IMPACT PRIORTOATTACHINO TO MULLION TO NILIllimm GROOVE PRIOR TO ATTAOMNQ 9 COVER - pw MIST BE REMOV0 - WHEREWINIAM CONNEOTTOMUl am SmTm IE APPLY SEALANT ALONS FULL— I-Elam OF MULLBAR GROOVE PRIOR TO ATTACHM DRIP ADAPTOR ' Lu FINNIUMEREMOVED MEREININDOWS CONNECT TO Luu STATE or- FW evil DETAIL A EAL BEHIND RANGE (SEE DETAIL 13) (SEE DETAIL 5) PR=TO ArrACHING LUCAS A.TURNER P.E. PRIOR TO ATTACHM Tom"faq APPLY SEALANT ALONG FUJ- TO MULLION LENGTH OF AMAAAAR GROOVE PRIOR TO ATTACKNO FLANGE 1239 JARARA AVE- r-L sass 6 FLANGE FRAME WINDOW ° NORM PORT, SECTION ° ° ° *PA7A9 ~�.~.~=°.=° ° ° muus °°° ° °°°w000v, ° ° --~ ° REVZ mwn-m _ ~ O O ® O 2D"ow 5 aymmm 19M SIN 44TH AVE. tlCALA.FLORIDA 34474 — ....—... I �i,....�,,ai--w ee O I O ryM ®p c BAR ®� IMPACT :g p ppp SEGTMN VIEW TOP 1 OP VIEHtl g�pp FIN FRAC LL ' rp i Ltll••p s � {�yi. APPROPRIATE E PCW S)Rill klllJ&'MA'X9=DtSTANM r 0.4dA.LBMPARATE AL RJR ... TE DP CHARTS} $ i 1 1 4.z 0 t r No I ba "7i p SEE HOTEL 7 SEENOTa, tv • STATE OPT91t8'M11AXrDiANCE T SEE NOTE 9Y92Pfi MA7(E �STBoWCEEE NOTES l&3 t ` I SEE NOTES T&a N01E4 itEAJMJPJ SEENOTE4 JO (tEA/CUP) t3EENOfE4 {tEAJCLtP} gt27 i 3'_ VERT.htiAIR414 SECTION 8` VERT.MULL SAR SECTION ( \a E TO EVEM" SECTION 7 RII LUCAS A.TURNER,P.E. vJ✓ 1239 PE O 69P61� I Mom PORT,FLJABARAA 34298 HIM ••• • • • • • •• PK 947Q-1 T.SIDE CUP IWO LOGIRTM AND 83MAE iAyTH ffEW to{QTY t}AND 20 MY 1},AS SNAt9®i� i i i : :o: •• 2 t C7VIEWS MCEfiULL[NTERSE07IO SMAY BEOTDAS RMANI CSC ! OF VJr AND A M&W CENTER TO CENTER SPAOINM OF W. � a YTOALL tTNB ADE OW27/12 A"VERTIMA THE FULL UMTH to BE ItE OR OPTE:TI N THE INTERBC-CTINQ MULL. i CWS-W6 A • • vT F�IVERTICAI.BA -LINYOWILL SHEET ••ixtP. DR aT N AU 12 7 IAF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: 1.THE MULL BAST IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. TWIN TRIPLE TRANSOM OVER TWOS TRAMM OVER TRIPLE 2.AN INTERSECTED MULL SAA HAS OTHER MULLwamwmmm g— VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL ls9ULIJONSMS)ATTACHED TO IT(SHOWN I4 DASHES) 1=OW 44TH AVE f THROUGH THE:USE OF MULL BAR CLIPS.AN OCALA FLORIDA 54474 94TERSMTEDMULL SARW0.LALWAYS BE WWW,CWS,CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. T— g— 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. Ase `. MUS BAR IMPACT OPENINGSIZE .........., gig TWINTW) •{ al �aG (— HL#i ALMULUON ' 'm' Tww YEan ui rory K'J�OAITAI MULL= 63(iR¢O�AL M � UtUgN 6iOAAi.MUU30WOPENING -- -- LI SIZE JSiNGIEs OR -- __ ML1L.Um" f I ! h—OPS am—*? M---MULL LENGTH— Als S0• 5B2D9 � ®9 S BTATB OF FWD NOTES: I.AT MULL04 LOCATIOK ATTACH WINDOW UNIT($}TO MULWAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT$.IF ALUMINUM ATTACHMENT m NOT SPECIFIED THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS TO IN THE WINDOW AL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(810 OR B12)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONA BMW TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR 2.MULL CUP INSTALLATION ANCHOR TYPE,SIZE,SPACINGAND EMBEDMENT SHALL BE ASSPECIFIED INTHESE DRAWINGS,SEE TABLE 1,SHEET9. 4M=15 LUCAS A.TURNER,P.E. 3 ALL MULL CUP INSTALLATION MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERUU.OR COATING,DGIMILAR METALS OR MATERIALS IN CONTACT WISH PRESSURE TREATED 4 FL PE S 58201 WOOD MUST BE PROTECTED TO PREVENT REACTION, 12M JABARA AVE. NORTH PORT,FL 34288 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURE"MTALLAITON INSTRUCTIONS,AND ANCHORS SHAT j RII!{T BINEDN 7%TE Wp§14q NGTHS LESS THAN THE PH.941- I574 MINIMUM SPECIFIED IN TAKE 1.SHEET S. • • •• • • • • • T • •• • • • • ••• • 5.ANCHOR ARE EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR R OPENINGONAL , SH�k%E 000 BEYftDftOW41UWM,dF USED,SNS SUBSTRATE•IX BUCKS CONRGU AND ANCHORAGE NOTES 0.A MINIMUM CENTER-TO-(ENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CUP LAYOUTS ON SHEETS 4.5. wKwu t ADE OW7112 7.WOOD OR MASONRY OPENINGS,DUCKS AND BUCK FASTENERS SHALL BE PROPERLYDESIGNED SY THE ARCHITECT OR ENGINEER OF REMAD AND TALhW Tl0ili MFE8"D LWWTOTHE STRUCTURE DM* REVA SUBSTRATES SHALL MEET THE MIMMLN TH REGU SAS IN TABLET,SHEET 9,CONCRETE AND RY SUBSTRATES Y NOT NE i i GW3 936 A IL SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE TONE BY OTHERS FOLLOWlF6ti OF • R • NTS: SHEET FMAt 1OCM WINDOWSp F �0(FUME WINDOWS), DMA VA S),FMAt DMA 300(EXTER • ••• • • • 1:1 S OF10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Qa0w MM7 mpq 19M SW 44TH AVE. OCALA,FLORIDA 34+97$ WwwZWS.Cc To C MULL0.9 AR 9 '- MPACT RETRO FFf °L°ANGLE MULL BAR CLIP MULL BAR CLIP TWO REOD PER EACH END OF MULL - 4 MULL BAR r/.;. ---MULL BAR a- !4 —— INSTALLATION ANCHOR -—IPISTALLATI�i ANCHOR SEE TABLE 4 SEE TABLE 4 SEALANT AUWG _ AL7ASt'Rl1CTURAL E SEAl.AWTAy.ANR3 :4++�- —ADD ST'RIK:TUPo4L]ELEMENTS . OUTSIDE INSTALLER D T06{AKE LEVEL�R OUTSI ATO MAKE LEVEL PLmt € O EWE BY EWE BY TALLER I *a BA3 BY INSTALLER P SEALANT INSIDE A1a0 OUT BY INSTALLER B�TASLL41 INSIDE AND OUT I MIN. � { S TAI3.E I SUBSTRATE$ E� TE SUBSTRAEE BY OTHERS BEE EDGE DGTABEDIST, d+-^---�- MIN,EDGE DIST. b y,VEFTI'[CSEE TABLE 1 AIM LSECTION (E,1 VER'fFCAI. ;aiel®tas9dA ANCHORAGE HEAD AND JAMBS SIMILAR FLANGE INSTALLATION�ANCHORAGE ® HEAD AN TYPICALE SIMILAR FOR FLANGE WSTALLATIOAd m w m' No 36201 % %'PA STATE OF q° $ NN 0..0 OPVA�d e e ��1Bp988e8� NOTES: 4127P1 5 _ LUCAS A.TURNER,P.E. TABLE 1,APPROVED MULL CLIP IMTALLATM FASTIENM 9.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE 0 5S201 1299 JABARA AVE. SUBSTIRATETYM ANCHORTVM Ta11N cw. 2.SRL STOQI.MU�T'T,� H A r I�SIDE�IF MULL D•Vl WDOWB NORTH PORT,FL 34.2M AFTER INSTA�dTiON. • • • • • • • • PR 941- -1574 KSI MR) 3116'ELGO ULTrIACON /314° t' 3.RECESS RF?TRCPMULUONCLI(i 3W M•iX%DRCkSARAhWE OF WINDOW UNIT AS NEMO • • • • • • • INSTALLATION DETAILS 3lt0°RWT ••• e•• • • • •s Mad SOUTHERN PRE K�m0.6b7 t31S" MULL CLIP,SEE SHEETS 8.3.7w 4.FOUR(4)AN TORS REQUIRED PER°T" FLANGE OR ELCO S R W THREE(3) REOUIF 9 PER V MULL CUP,SEE SHEETS 23. �- T - 2XMIN SOUTHERN PIPIE$G=0`�} #10 YY SCREW 1>4 7!6° ADE 09/27112 16 GAUGE(0.060"}MR STEEL STUD 0.16 HILTI KWFK-FLEXOR ITW FULL THREAD 5 SEAT MULLKkB TF�fiiiPO MULLi,LIP,••• ••• • I: ( KSI YIELD M6d) SELF D LLL SCREW THRU 0.066' 7�� • • e • • 116'ALUM.(6063-T6 MR)OR 0 GRADE 3 SELF-TAPPM! FULL THREAID $. IR GE AI nTHE r%D .REFEFE R 701TWINDOW �1� A • • e • 9/8°STEEL(W KSI EiPL) DRAJJkCi SCREW THRLIO 126° 7116° SPEC • • • ••• ••• • SHEET ••• • 9 OF 10 • •• •• • • • •• •• 19M SW 44TH AVE OCALA,FLORIDA 34474 W WW.CW9.Oc . c LL 6D IMPACTAN RETRONULL ctr� 'V CLIPTWOFWD PER EACH END OF MULL ITT, Muu.>3AR Muu1aAR j � � �s INSTALLATIONINSTALLATION AHC9•EOa y { SEETABLELSHTO SEE TAKE 1,SHT 9 SEALANTALONOE - SEALANT ALOWE OUTSIDE EXPOSED �. EDGEBYINSTALLEFl oe°w EDGE BYI INSTALLER � EXT�ttOaFiAIt3Ft •,;'� MI.EMBEDMENT EXTERW BY OTHERSSEE TABLE t,S14T 9 SY OTHERS t PERIMETER SEALANT •:O'' ••q'' f SEETABLEI,8HT8 BYWSTALLER °�• BYINSTALLER �•• �. MOE AND flUT ;°;` MOE AND Our SUBSTRATE BY OTHERS � woomm my OTHERS— •o s i SEETABLEI,SHT9 ° a.°' SEE TABLE f M9 °:o ' �ygg4ffi9ne►e0p` x UKEDQEDIST. wa -MOL EWE DIST, ® p..... m°o tom•YERTiGALSEC N SEE TABLE 1,SHTI 6 VERTtCAL9ECTIQN BEETABLEI.S 9 y®��cyS�"LeGE@dm4 •.�,��, HEAD AND JAMBS SIU W FOR FIM WTALATION HEAD AND JAMBS SIMILAR FOR FIN MTAUA710M pro. ,01 !$TATE OF ��1-0 k a�2tr�ols LUCAS A.TURNER,P.E. NOTES* FL PE&58201 I.SILL F1�I64AttA W%SI FOFW�LlEOWINDOWS NO PORT,FL� AFTER Y • • .ee •� • • PH.941.M-1574 2.WOMB RETRO •hail lP a"-''�S$AARANOF OF WMOW SHM WAIT AGJ4 D. • • • • • • e • INSTALLATION DETAILS ••• •• • • • •• FIN 3.FOUR(4)ANS REQUiA63 PER'r WALCLIP,SEE ". THREE(3)ANCHORS REQUIRED PER`4.'MULL CIDP,SEE SHEETS 2-3. 4.SEAT 61GHTT06A ADE DSf2711 8.FOR RA®E DETAU FOR 1HE WINW;,REI&R:OTHE WINDOW ewe- y A SP 1Att�®ETA .• • i• i i SHEET ••• • ••• • • • 12 1DOF10 • • • • • • • • • • ••• • • • ••• • • Florida Building Code Online Page 1 of 2 FbrdeDepnyeMd Ras Home Log In t$er Re91n Hot ToP10 SuW t Surdmr9s Stats&FaUs sn , �� P�� SS# na UMP-,Pablic Use r Ur �p�r�val Regulation pradm foorovah mou> >AORUrftn9 ...... FL# 0000 Application Type Code Version Application Status • •••••• Comments •• • • . • Archived •••••• �••••• •• • •••••• Product Manufacturer Custom Window Systems Inc. •••• •. :*Go*: Address/Phone/Emaii 1900 SW 44th Avenue ••••• ' • •• • • Ocala FL 34474 • " ••••• (352)368-6922 • i�' • • ••i••' ekm@cws.cc •• •• •• •• •••••• Authorized Signature Koss Erin • � : ' ekoss6ws.ce . •••••• "'••• • 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 Addre,s/PhonelEmail 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slkler Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W 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 FO Validation Checklist-Hardcopy Received Certificate of Independencef.0 `- ?113. -8' ---" x�? — Referenced Standard and Year(of Standard) Standand YAM AAMA/WDMAICSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/ r/pr app_dtl.aspx. --wGEVXQWtDqu8obl%2fZm6... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/201S Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/2Z/2015 Summary of Products FL* [No",Numbeir or Name Description •••• 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,44tix 63°,X&&s• 000606 OX. " • • • • • •• ' Lint of Use I 1 n Instructions •• • • A for in 67 s Yes EL136 Ri II CWS-871B(HS-82(A!)4g#3.IME)j2 • •"••• Approved for use outalide HVHZ:Yes Verified By:Lucas A Turner 58201 0••• i•006: Ira nta Yes Create by Independent Third Party Yes • '• • • It rm+60/-60 @gal its i 000 •••• • Othen Large Missile,74"x 63°,DP+/-60 psf.Outer lite in FL16736 Rfl AE DuPont PVB NOA 492 7.ndf ••••• I.G.must be safety glazed when used above 30 ft.In HVHZ. EL16736 RA AE EvaiRen 74x93 • **:gee Glass complies to ASTM E1300-04. iMP).pdf • 00 •• •••••• FL16Z36 R1 AE Created by Independent Third Pa :'ft• •• • 16736,2 HS 8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,i PAC;,'i,�.i"x 630, b7X • •••••i [imftof use InstailkWon Instructions 000 • • Approved for use in KVHZ.,Yes FL16736_111 I1 CWS-8698(HS-8200 111x63.IMPI,pl • • •• Approved for u>3t outshft iIViIZs Yes Ver(Fled By:Lucas A.Turner 58201 Impact Redstanu Yes Created by Independent Third Party:Yes Design Pressure.+60/-60 Evaluation Reports Others Large Missile,111"x 63",DP+/-60 psf.Outer lite FL16736 R1 AE DuPont PVB NOA 13-0129 27.odf In I.G.must be safety glazed when used above 30 ft.In FI 16236 R1 AE_DuPont SGP NOA 11-0624 q,Z.odf HVHZ.Glass compiles to ASTM E1300-04. FL16736 Ri AE EvalReo CW-S-8698(HS-8200,W43, IMP)ap.Idf EL116-736 RI AE Ouanex(Mikron)NOA 12-1017 Q2.odf Created by Independent Third Party:Yes 9ach 190 Kath Monroe St'ros,Taifah.sem FL�9'A9D Perna:.A56-AB7-fl824 The State of Merida Is an ASO ernplover.r^°^°°+^i+e zea9T ansa state of Elartda :: :s gastrnd ctet mane Urvdar PbrWa lav,mead ad6assas are puWlc records.V you do not want Your e-%naN address released in response to a pubIL-rarorda requas%do not send etecirank me6 to dak entAy.InsWad,contact the office by phoan or by treditWol mail.ft you!vase any 9uesUoas,please canoe 850.487.1395."hwemot to SWUM 455.275(18.Flmtda SWattes, 1,2412,I Reamed under Chketar 455,F.S.must provide the Deparbnent wit an erns addr If UOY nave arm.The ernalls PmvWW rosy be used for otfidal mmmankatton w1h tM kenm.However armll addresses are pubitc record.if You do r%at vdsh to VJWIY a parsanai address,pleaft provide dto Department w&h an o nail address wMch can be made oveffeWe to the puMk.To determine If you are a 1k> urger ChapW 455,PS.,please dIck �4'6:Fr&%t SiH Iiih'4 http:l/Www.floridabuildin .org/pr/pr app dtl.aspx? =WGEVXQWtDqu oblDla2flZM6... 6/24/2015 - URNIER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph.941-380-1574 T. CONSUL-RNG,INC. FBPE C.O.A.#29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX I I I"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) AUnufacturer.- Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC* Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirr6whs Uthe 0080:0 Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testinjoe— 00 "0 0 standards performed are outlined below. 000000 0 Goo@ 0000 0 0 0 Technical Documentation: 0000 0• •00• • 0 1) This report;prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,R:0 e: 99 0 00%06 2) Approval drawing CWS-869B,signed and sealed by Lucas A.Turner,P.E. 00 00 eo •..0 3) Test Reports NCTL-210-3887-3,-3A,-4,and 4A,by National Certified T sti U108*tories, - I e TI Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: T S 20,-,202, % 00000 0 0 `94,ASTM E 1886'02/04/05,ASTM E 1996'04/06109,and AA&1A/WDMAdSA- 0 • 00 10 1/I.S.2/A440'08 0 ••• :.G*.: 4) Supplemental Calculations to support CWS-869B,signed and sealed by Lucas A.Turner,P.E. •0 Installation: Units must be installed according to approval document CWS-869B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869B • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13- 0129.27t, 3- 0129.21t,and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A. 11-0624.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the So Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. StIDS121690 , X !'Vj' 4/18/2015 Lucas A.Turner,P.E. S'0-4% STATE or Au E FL PE#58201 Lucas A. Turner 2015-04-18 22:21-04:00 reiNEEIAL NOTE& <:]HEORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED wM0wMnw TO COMPLY WITH THE FLORIDA BUILDING OWE(FRO),CURRENT EDITION WALUNG THE HIGH VELOCITY HURRICANE ZONE( VIZ)AND ISCOSW44TH AVE, IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM F IM PER THE FRO, WWW-CWS-CC 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFIGURATIONS:*OX', W. woo PVC 112 114"MAX OVERALL FLAMBE WIDTH 4.DESIGN PRESSURE RATING: HOFIZ SLIDER -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT —lll'MAX UWP WM MASS TABLES ASTM E-ISOD44. L-—————— -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 49 1&16* 24 WW ASTM INFILTRATION E-1300-04.TEST PRESSURE AND GLASS TAMES — — GLASS DLO GLASS DLO 5,ANCHORAGE-*THE 33113%STREW INCREASE HAS NOT BEEN USED A IN THE DEWN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR LU Ca DETAILS. WINDLOAD DURATION FACTOR Cd.1.0 WAS USED FOR WOOD ANCHOR CALCULATION& ——— 0.PRODUCT APPROVED FOR IMPACT RESISTANCE SWMF48 ARE NOT iC REM91M 714E IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT 04 ljw MAX OVEPALL UNLATCHED DURING NORMALOPERATION OF THIS PRODUCT,BUT eg > HF!GHT B B FLMUST BE ENGAGED PRIOR 70 EXPOSURE TO HURRICANE WINDS AND cc YING DERM 63, MAX 7,ALL FRAMES AND VENTS FULLY WELDED,SMALL JOINT SEAM SEALANT so 13mau LI UMT x GLASS USED AT FIXED MEETING RAIL AND HEAMILL GHT DLO D QDLO 8.SERIES I MODEL DESIGNATION kw-41204. 59 f16 S.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: MAX j X-OPERABLE SASH,0-FIXED SASH SASH wo V&DIRM0, F'- "EIGHT N 10�SECTTIOION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR sor Wt. ' 'N LOCAN. D <= 11.EX7SRNAL WEEP$LOT.1t4®x I'LOCATED 4r FROM BOTH ENDS, 2*. A r-A-1 C 27 MIS' A STATE OF 814 UAX SASH MOTH .Qi R At' 1,0, y . fl Lucas A- Tumor 20154)4-11 15:17-04:00 4111/2015 LUCAS A.TURNER,P.E. FL PE#5=1 1239 JASARA AVE NORTH PORT,FL 342MI PH,941-380-1574 • : • L TES TABLE OF CONTENTS • • • :0 •• GENEELERAVATION$NOAND GENERAL NOTES&ELEVATIONS 1 bmwRWT.—-dxfr-- GLAZING DETAILS. 2 SECTION VIEWS& kfiii:3 TEF 10/11/13 EXTRUSIONS&B-QM ....................4 UNIT SIZE DESIGN PRESSURE RATING • *WACT Mww— ANCHOR SCHEDULE&NOTES............ ............5 111"x 63" 60 PSF oftARAEMI ME WACT CwS-M a INSTALLATION DETAILS ............6 3� ISWSW44THAVE. OCALA,FLORIDA 34474 WWW.CWS,W am Pvc 71W OVERALL -.3WANNEALFOORTEMPERED NORL SUDER —, 74r OVERALL IMPACT 11W AIRSPACE ----+------iffi-ANNEALED OFtTeJPERED —7116"LSI m V 31$°AIR SPACE —. 3116*ANNEALED 5(18'LAMI X91) TRY GLASS KAMPLAST HTERLAYEn 110'ANNEALED Y to Sti(r ANNEALED -M MIPONT PVB INTERLAYER PtSMOT GLAZE"W lfir ANNEALED 0 91 1t2'ffiLrss®nE � KIRFECT GLAZE^W S#(AFLEKSM 1__J Ur GLASS WE RS�RE* Zvi -era STATE OF tAUR GLASS TYPE A 0 FIXED GLASS „g ILI 112D!5 LUCAS A.TURNER,P.E. FL PE III 6=1 1239 JABARA AVE. NORTH PORT,FL 34285 0 PH.941-MICA574 • • • • • • Goo 0 • • • • • • GLAZING DERAILS TEF 10111/13 cws-m 8 SHEET ...............- .......... .............. ............ INTERIOR 79 or 49 1 t y iWOSW44THAVE. OCALA FLORIDA 34474 www.owsloc .......... am Pvc UDE NOFIZ S R SECTION VIEW D-D 1 11 IMPACT ................. JAMB ROTARY LO= ——— JAAS ROTARY LOCJM- —————— et SECTION VIEW M MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. REOUIRED ON FIN UNITS. Gi z HEAD IMPACT HOOK fTYP,) MIDSPAN OF SWES (t EMS 44&4$f It Sam a avl STATE OF % JAM IMPACT HOOKS(ITEEM 49) agent TAFr' K8 ON" AIVIRD NOTES: 4111/2DI5 EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER P.E. MUST BE USED IN BOTH JAMBS OF FLANGE uNrr& FL PE#5820I 9 ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 7 JAMBS OF FIN UNITS. NORTH PORT,FL 34286 PH.941-380-I874 SECTION VIEWS amwsw—uffE SECTION MEW A-A HEAD IMPACT HOOK AND TEF 10/11/13 JAMS IMPACT HOOK/ROTA4RY&QQK LOCAIJONS SECTION VIEWS C-C ALTERNATE FIN FRAME • SHEET .............................. • 30F6 Y PARTS UST 3118' CT10N JIM # PTI MA 3118" I P-we IRWn Frame,SH44S,Flange,PVC Makron PVC 31fa` 2 H-1881 IFIxed Rail,HWw Duty,Aluminum K$gmadk Alum 1 2 t9O0 SW 44TH AVE. 3 5-807! Cover,HD Fixed Raft,PVC m n PVC 5 P-48M #3 x 2 tit°Ph Mad Truss Type A TE A St" 2 r rna•F6;� Ills, 3 811a• Vte•17/8" Ilia` W�FLORIDA 3 OC 3&174 6 P-3342 Seam Sealer,SM-&%4 Schnee Silicone 4. 7 S-1776 Rolf Ttack K ark Alum CORNERWELD }. p tALLSIDESj Pvc 8 5.6013 Sween Ad�ter,Jamb,PVC MikrOn PVC LPVG E FLANr�E time 9/8' r:8 H� SU ER 8 S-8094 Scre�st Adepier,Head&Sill,PVG Mikron PVC HD MTCi RAIL-tai A 10 P-4479 Weep Cover%W Flap A16M Nylon PVC FRAMEFIN-W49 i IMPACT 11 SM84 jGhzktV Beed Mquon PVC a 12 1.14 0 18ash Meeting Rad,PVC Mppa1 pVG 1--23gfr ��}L� 1 lana^ r 3118" P3 H-WI Sash Puff Rail,PVC MBvan PVC 1 } I 9 T�r— CIR 23/ta`-- 3 14 H•605Z Sash TOWBat.Ralf.PVC Mikeat PVC ( I 1 T o 15 H-1497 mint.Sash Most.Fell Keymark Alum 1� t I i� &161 gX ttu 98 1.1493 9rd,Sash,Side 8811 Keymark Alum 9na' I. Ills, 1110, .� lJla' 2 _ W d� 17 H-9 Reinforcement,x Sas.187 bacPugk Fln Kgtmi ak Alum Ptd SH MM FWL- 3pyo SASH SIDE RAIb80b1 PVC a"H TOPBIM RAI--M PVC HD MTS RAIL COVER-6077 e 18 P�429 Wstp,0�!D x.187 b8ctk FinSaai, Udea4ab 0 3116• Sk REWED TOOE MER IL $ N t9 P 378 i ,Impact,PVC hde clock 20 P-4051 08 x 1 114"Ph Flat Tartk,WhL Fas4ere) Steel O OUiE gRAr� g� 2tP- Keeper,Impact,PVC Intook 8� q 22 P-3539 08 x 314"Square PH Tek,Will. Fastaral Steal 6 -I aq. 1 art$` •1850 Rmary Lack Interlock 24 P-41=1 8.32 x 112^Borrel Fastener Interlock Ina" 15198` Ina' 26 P 4952 Keeper,Rv4aty Lack Interlock 7j 1116° SASH MTQ..RAIL-1497 }- 23 P-4779 I 354108 x 91Z`t�sat PH TEK 2 enc Kellar,Tamm 27 P-3549 M&M Nylon PLAN VIEW-1998 HEAD IMPACT HOOK-11� r 99 SASH REM,-98 28 GLASS SEESHEETa Fm4enai Stsal CARDINAL GLASS �3n6• sn6� 3/s� Ina• 1114• `ARr�CEH 29 Purbct Gaze*W w Stka9wt 5,52 hank"ka SWAMM O 1 , ;Js° No 5$209 a; g 30 P-30 8 ISM.SR.,85 Dur.,11W x 71W x 2`Lg. Frank Lowe Rubber 39 P-3218 Screen Frame Allmatal RottForm ~) h° S.B.RIS.S.fl.•1498 IlIV �-az dq. tn6" ROLLER TRACK•1776 '�®eSTATE OP ljW 32 P-4754 Screen Cir Keg A8m$tai Nylan y{- 0 R 10,j \ 93 P4755 SCr68ti Corner Keg 0vt3818ty T� Aumew on PLAN VIEW-2000 L 114" 1r 718`1 °®��.....��Q�o` Summit PANEL IA9+ACT CATCH-20Da 6, ONAVE 34 P Screen Pull tab 71g 4++raea®n 35 P Screen Wng Fla.Spring SS 3118° 3_-_ Y✓1 36 P-3228 Screen Wne Dapa 0 PVDCaIAZEBEAO-�84 t/98" 4119!2015 37 P•4772 Screen Ctatk Fberglaas Gd AZE BEAD•irt2 40' P-3113]SawSupport,PVC ToPlastic$ Rube � tJ2 9 110^ LUCAS A.TURNER,P.E. ^j 49 P-3752 Cep P 9fL•Hula M&M Nytan FL PEO 56209 9 IV18` I SB 1 16' 1299 JABARA AVE. 42 9.1577 impact Hoak,Frame,Jamb Keymark Alum a NORTH PORT,FL WM 43 5-1112 er11,Head,Jamb Kegnnek Alum 716 • •ink • • • v18° PH.8411574 • ••i • P0G •CAR0�1-�13 9n8 44 8;2748 Impact Ph FH1l.S89h KeymarkAtom PLAtd YfEW-rari ALUM SASH T Ho"15W • • • • • • PVCANTI-LIFT-Wo =U511awyor- 45 P-9748 #S X 518 Ph FM iEOC,enc,Palyded Al- Btael 31ieh •• ••i • • i• ••�vs BOM AND EXTRUSIONS 48 S-19M Impact ,Frame.Heid Keymark Akan �-- • 47 Main Frame,SWHS,Fhb,PVC Mllucn PVC i I . 46 5-6055 Roller Trflck,PVC,(Anti-Ii9) mom PVC SCREW CUP 3113 PVCBGREEN SUPS 9914 TEF 10/91113 49 P- Lock,Impact,PVC,%/S Ira k BG�1 �*Z 50 P 4730 #8 x 112'Ph Mad Tensa TfK Fastanal Steal •90 •LSdE ITEMS NOT USF : •• i • •• 0• ••• ,t`UVfi 589 B SCAM NOTE:ALL EXTRUSIONS ARE:V�M1NfSM- GNLEgSf�THERWI�N&Ej. SHEET ._....... • $ •• 9:2 40FS • ••• • 31(Typ') vmDawsmWA 9*MAX(Typ') a,(ryP-) 19WSW44THAVE, SEE NOTE 2 C MAX(lYP.) V MAX.OQ ITYR) 004A FLORIDA 3"74 r MAX ffyp-)��, ('p r MAX WWW.GWS.Cc (Typ.) FT TT INSTALLATION M40HOR(TYP) am Pvc HOFM SUDER MAX D.C. 1UPACT (TYPI) MAX O.Q -------- Law ffl I .mw�I IX (TYP-) ua lA-u Il no P.ep� -% J, No NOTES: STATE Dfaso 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOcATKK BILL ANCHOR SPACING SAME AS HEAD. -t— P.SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD SEARING SHIMS,MAX ALLOWABLE SHIM STACK TO OF 1/4- USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD SEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED, # 4 3.ANCHOR TYPE,SM SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6, 411112015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF On PROTECTED WITH ACOM-IOSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT PRESSURE TREATED WOW MUST LUCAS&TURNER P-E. BE PROTECTED TO PREVENT REACTION. FL PE 9 SMI 1239 JABARA AVE &INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH.941-380-1574 SPECIFIED IN TABLE i,SHEET 6. •00 • NORTH PORT,FL 34288 • G.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING CA STUCCO,FOR OONCRETE(CMU 0 5 RE MAY INCLUDE BUT I BE 9Q•tND WWDCUWS,:F ttq INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 00 R�RE PEWG _D P INTO SUBSTRATE- INSTALLATIONS TO HOLLOW CMEfit OURE IX WOOD SUCKS Biiii a SaIPTIAT: : : :0 0 • ANCHOR SCHEDtJLE AND THE PadDUCT AND SUBSTRATE. 0 •• so NOTES A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALLFASTENERS:3°FOR MASONRY,1"FOR WOOD AND METAL 00 bPWWWST'—DATE: &WOOD OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS MOLL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF INSTALLE TEF 10/11113 SUBSTRATES SHALL MEET THE MINIMUM STRENOT14 REOU94EMMS AS SHOWN IN TABLE/,SHEET a CoNowm AND MASONRY SU 0 TO TRANSFER WIND LOADS TO THE STRUCTURE uwu—t I&V-.- &WTWY NOT BE CRAQ%D. ,0 a 1 $EALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION S 0 • 0 0 0 FMAIAAMA 100(FtN WINDOWS),FILWAAMA 20D(FLANGE WINDOWS).p4tkWDMA 250(BOXWINHALL BE DONE BY OTHERS FOLLOWING TME 0 CWS 869 8 CUR88417WERtpis!OF4 AEFERj0E"MENTS: .....—— DOWSj'R" DMA 3DO(EXTERKA DOORS)* SHEET .......... • 5OF6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SEE TABLE I .SUBSTRATE 1!d'MAX$FiBE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 MIN.EDGE DIST, SIMTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1!800 SW 44TH AVE. SUBSTRATE BY OTHERS ( 1!d^MAX SHIM �TABLE I OCALA.FLORIDA W74 SEE TABLE 1 1 www.CWS.00 MIN.EMBEDMENT MHN.EDGE DIST, PERIMETER SEALANT 84E TABLE 1 8 TABLE t BMI �OUT INSTALLATION,�IJCNoe82M PVC SEALANT BEHIND rMR EDMENT FLANGE BY fR�TALL.ER '- 114"MAX SHM LE 1IMPACT R SEALANT PERIMETER SEALANT LER BV INSTALLER D OUf IS�IDE AND OUT TiON ANCHORINSTALLATION ANCHOR SEALANT BEHIND E LSEE TABLE 1 E BY INSTALLER BEHIND FIN BY EH.IND 8 HORIZONTALBECTiON trC~! AL LER HORLMNTAL SECTION t�t1? t§ TYPiCAIJAMBANCH iAGE 8 TYPICAL FIN 8 HMD AND SILL SIMILAR FOR FIN INSTALLATION 9 a1 cc 114"MARC StM SEALANT BEHIND FLANGE BY INSTALLER MIN,EMBEDMENT PERIMETER SEALANT I m IN INSTALLER ALDER IL41DEAND t1UT ETABLEI ® °"o�t1°"°® ®® SUSEE BSTRATE T a BY OTHERS a N• smi ABLE I Mit.EDGE DIST, ��. EE TABLE 1 : r R 8 2-61 4 A TYPICALVERTICAL LI ANCHORAGE %sBTATF OF �''Au TAME 1:APPROVED I{18TALLATTOIN FASTEMM 4/11/2015 F1gAM E LUCAS A.TURNER.P.E. fiE CONCRETE(20 KSI MIN) 3!18'ITW tAPCON 9-1l2° t-wig,mm-rear'nu PERIMETER AUXTT FL PE 0 58201 2 MALL 123$JASARA AVE. FLANGE CONCRETE(285 K81 MIN.) 3t16'ELCO UL7 tAOCN 1° NORTH PORT,FL 3428 8 t° [P :F�dN•D:• • S�q� PH.B4I-31-1374 FlANt3E GROUT FILLED CMU(ASTM C-90) 3he'ELOO ULTWACOIN 1-114' 2-t/2 • • FfiAM i L�Y�V SHEISI FLANGE 2X MLN.SOUTHERN PINE(0-4.85) 18° TA 1 ' • •• •••--":HMD NCO iU jSIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON ••• • • + • i 000 • INSTALLATION DETAILS FLANGE 2X MIN.sotrrRN PINE(c3e0•ss} a14 WOOD sOF3EW 1-31e° 718" FLANGE REMb3A1 No PAFfIIALW oR Frrl,��REMOVING THE FLANGE FLANGE TS GAUGE(4.060°)MLN.S IE EL STUD 11016 tBLTI KWIK-FLEXOR I1W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MIN) TEKS SFLF-DR9J-M SCREW TVAU 0. 7716° TEP 10!11113 1B°ALUM.(6063.75 MK)OR I0 GRADE 5 SELF TAPPM d FULL M*tEAD Miw. OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED FLANGE 1(�STEEL( KSI MRM.} DRILLIRKi 8Ct W THRU 0.125" 7118' Iw IIE�,PID OUT Flij1 PEltIIWETF�rt�YitNST&LLER. PRODUCT ANCHj'k E I 6Q ANCE VWTH REQUIREMENTS AS CWS- B { F Et 2X MIN.Sf�ifliEF�Y PINE(Gn0.S6) WOOD SCREW 1-112' 112' •%46W j FOFIRLAN 9E 0 0 SHEET .......... ••• •� • • •• 12 8OF6 MIAM1•DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION • 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33I75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miwnidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the rigbt.ty.have this product or material tested for quality assurance purposes. If this product or material fail to perform ix 4* accepted-• • manner, the manufacturer will incur the expense of such testing and the AHJ may immediate;y revl4et,�inodify, or •• suspend the use of such product or material within their jurisdiction. RER reserves the right tq?evoke this acceptant,0,4••• if it is determined by Miami-Dade County Product Control Section that this product dl-effi Mial fails fo meet 4e...: requirements of the applicable building code. ." :'. '. ' This product is approved as described herein,and has been designed to comply with the Flon�a Building Code, ••: •• including the High Velocity Hurricane,Zone. •••••• .. • sees• . .. .. .. .. sees.. DESCRIPTION: Series"FD-101"Aluminum French Doors w/wo Sidelites-�L.M.I. .' APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F,titled"Alum.French Door 8�Sidelhes,ln3pwe.psheets'1`0 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industrios;signed sand sealed ty•• Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with tie�otice of Acceptance number and Expiration date by the Miami--Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and OXXO. The lower design pressure from X,XX door or O(sidelite)shall control. 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass at interior side. 3. `/4"Elco Ultracon(former Tapcon)to be 4"OC into Conc.and 6"into CMU(jambs). 4. 1x or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises NOA#15-0528.24 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. �ar� Ne courrnr NOA No.16-0629.17 MM Expiration Date: October 18,2017 Approval Date: July 21,2016 �r`�� Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#listed below) 2. Drawing No.11005-1 Rev F,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 06/08/16,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 ."". 2)Large Missile Impact Test per FBC, TAS 201-94 ••• •••• Soso:* 3)Cyclic Wind Pressure Loading per FBC,TAS 203; ••, ;•••'• •.•,:• Along with marked-up drawings and installation diagram of Aluminum 51460;Class Doors (w/ • TPS, Super,Cardinal&Duraseal Spacers),prepared by Fenestration TestiVLtbpratory,jnt, • Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968,dated 02/15/16, WOW 16 ant[06120/16, all signed&sealed by Idalmis Ortega,P.E. *0:00:00 00 66 ••••• 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per F$C.TAS 202-94 .• 2)Large Missile Impact Test per FBC,TAS 201-94 • : 0660:6 3 Cyclic Wind Pressure Loading per FBC TAS 2 9 • ••••• • Y g � �- 4p . ...... Along with marked-up drawings and installation diagram of fixed sidelite (Opw/'insula*TM laminated glass,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s)FTir• 6864,dated 04/02/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted under files#12- 0516.02/#11-1013.22) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No FTL-5212,dated 05/05/2007,signed and sealed by Carlos S.Rionda,P.E. (Submitted under files# 12-516.02/#11- 1013.22) C. CALCULATIONS(Submitted under file#15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC- 214 (5'Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTMS-1300-02, 04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). �-� 1 - U11;u,- Ishaq L Chanda,P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours& Co.,Inc.)for"Kuraray Butacite PVB Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file#15-0528.24) '•" . . .... ...... 1. Statement letter of conformance to FBC 2014(5'edition)and letter of rq financial bnterest, •• prepared by PGT, dated 05/22/15,signed and sealed by Lynn Miller,P. •:00 ;••••• ....; 2. Lab compliance as part of the above referenced test report. *00900 Voes: .... '1 •• ..... G. OTHER • 1. This NOA revises NOA#15-0528.24, expiring 10/18/17. 00 so 2. Test proposal# 16-0152 dated 03/09/16 approved by RER •••• •• 3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. Gascgn, P.E:•••'• • .. . •.• • shaq I.Chanda,P.E. Product Control Examiner NOA No.16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-2 STANDARDS USED: NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) :2014 ASTMEORIDABUILDINGCODE(FSC),5THEDITION ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRQDWCf 86YISBB 1.GLAZING OPTIONS: -ALUMINUM DESIGN MANUAL,ADM-2010 a WM 0.F6d& A.3/8"LAMI NOM.(A02")CONSISTING OF 1 LITE OF 118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR •AISIS100 0782-2010 O Iva/l-eL 2Q•/7 SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. it 10 1 Daft-3�17 B.318"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. C.7/16"LAMI NOM.(.465')CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. D.7116"LAMI NOM.(.4651 CONSISTING OF(1)LITE OF 3116"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE LL_ MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. Y r E.13/16"LAMI IG NOM.(.84(")CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP c U INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET U) p d A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 O S '6 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 - p 3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 -� !A $O 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 LU~ ELEVATIONS.................... 3 SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS.SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE m U) J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 = J LU 5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 o Q p O 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 F- U) 7.REFERENCES: EXTRUSIONS................... 6.7 w LUO TEST REPORTS FTL-4964,5212&6864;ELCO ULTRACON NOA'S:;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE....................8-10 ¢ X €— DESIGN MANUAL. ( ) c O Z 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY F, HURRICANE ZONE HVHZ. GLASS ABBREVIATIONS 9.CONFIGURATIONS WHICH CONTAIN A SIDE LRE TO DOOR CONNECTION: AN.=ANNEALED z g Z A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENEco 0 DB.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. .j LLI Q LL p LL 93 93 91 30 O o ? � , ,L � Z Q 30 30 80-83 ® ""ON N HM � 73 112"GLASS BITE 73 1/2"GLASS BRE 74 1/2"GLASS BITES d JagN EXTERIOR EXTERIOR EXTERIOR a 94 a 94 a 94 1/8"AN.OR 3116"AN.OR 1/4"AtCE �� Z HS.GLASS HS.GLASS 3116"HS. 3116"HS. 3/16"HS. •• ••• GLASS .090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS • •3/I�SP'(DUPONT BUTACITE OR (DUPONT BUTACRE ORSAFLEXMEEPSAFE SAFLEX/KEEPSAFE •,080��1gRL1!8"HS.GLASSMAXIMUM) MAXIMUM) •• (CLfiVNTBL�ITA3/8"NOM. 7/16"NOM. OM.GLASS STACK GLASS STACK S (( • ••• • ••• •••ST%K = b �� \ .�y S,AT-OF /8"LAMI NOM. 7/16" LAMI NOM. o o .• 13/14"'LAW IG NOM. %�^: FLORto? .t�`,` rGGL�AZ�INGPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE•T :• • •• IN O 1 N E, NOTE 1 %/1" 91(),'A,0' ... A'LMTIq MILLER,P.E. P.E.0 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 6 0 ••• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: APPROVED CONFIGURATIONS X PRomcra O,OX XO,OXO,XXO,OXX&OXXO evu tKea.pjy*whi me FU,rk{a (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1. iso& 1/8"A,.090 PVB,3/16"HS LAMI" �6-0G2g.1-/ REINFORCEMENT IS REQUIRED AT DOOR 8 SIDE LITE CONNECTIONS 3/8 ( ) DOORS WITH GLASS TYPES A,B,C,D OR E C'7/16-LAMI(3/16"A_090 PVB,3/16"HS) ) vC�- HEIGHT D.7/16"LAM[(3/16^HS,.090 PVB,3/16°HS) X_WIDT XX WIDTH 68-79 3/4" 7°-83 3/4" 87 314" 91 3/4" 8°-95 314" E.13/16"LAMI IG(3/16"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3116"HS) 30 37 1226P 71314!' +75.0 -75. +75.0 -75.0 +75.0 -75.01+75.01-75.01+7 -75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y clJ LL MAX.OX/XO WIDTH = 73 112" fn j I O WIDTH SING DE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/2" U 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 xxo/oxx WIDTH=107 314" O o MAX.OXXO WIDTH=143 3/4" L6 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 - 3.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" -� fA 1 o 36 3/4" +75.0 -75.01+74.9 -74.91+70.4,401 +66.61-66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE U.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J 36 3/4" 1+75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.01+75.01 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: � LL0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR tSIDE LITES ONLY ca O APPROVED CONFIGURATIONS:OX XO,OXO,XXO,OXX 8,OXXO EX.A FROM TABLE 1. Wof . fV (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) oxo WITH GLASS TYPE A O U) 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES REINFORCEMENT IS NOT REQUIRED AT DOOR t SIDE LITE CONNECTION z DESIGN PRESSURE=+67.61-67.6 PSF U) 2 GLASS TYPES A,B,C,D OR E • w Z HEIGHT EX.B FROM TABLE 1. W W OXXO WITH GLASS TYPE A a of X WIDTH XX WIDTH o 68-79 3/4" 70-83 3/4" 87 314" 91 3/4" 8°-95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 36 1/2"SIDE LITES z LL g m C9 20 25 1/2' q° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 147.4 DESIGN PRESSURE=+70.4/-70.4 PSF 27 1/2" 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 116.5 +44.3 -44.3 EX.C FROM TABLE 2. p a u Q OXO WITH GLASS TYPE C 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46,1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 314"HIGH SINGLE DOOR WITH 26"SIDE LITES 28 31 1/2"150 59 314" +49.0 XDESIGN PRESSURE=+43.6/-43.6 PSF 9.0 +46.2 -46.2 +43.6 -43.6 +41.4 41.4 +39.3 -39.3 ® o N m 8 EX.D FROM TABLE 2. n 2 33 1/2" 5a 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 111.5 +39.3 -39.3 +37.3 -37.3 OXXO WITH GLASS TYPE C x 35 1/2" 67 3/4" +38.1 -38.1 +36.1 -38.1 +38.1 -38.11+37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES MY DESIGN PRESSURE=+43.1/-43.1 PSF li o 6 m 3° 37 1/2" 60 713/4" +34.0 -34.0 +34.0 -34.0 +34,01-34.0 +34,0 -34.0 +34.0 a o 0 O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH c z z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 0 10 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SE"OI j�-w,EVEV 5 FOR RFIN,ORWENT 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL i i ••i i i i i i SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 ••• •• ••s ••• ••• SIDE LITE 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 wr 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 47,2 +44.7 -44.7 +42.6 42.6 6 (� 361/8" +35.2 -35.2 +35.21-35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 • • • • • • • • 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 •• :• • •• : • • :• : : • ••• • ••• • • • A LYNN'MILLER,P.E. P.E.R 58705 ••• • • • • ••i • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I-+—73 1/2"MAX. 109 1/2"MAX. 143 3/4"MAX. �- MAX 36 " MAX ~� MAX." MAX.36 " — —MAX 36 " vn mply0vc r wkb The SEE NOTE 3 SEE NOTE 3 mem�pbbB.rh�ib ElorMa Ne 16-062.1 EapinYw�rc 49 49 41 ", c� 49 N U- Y MAx" U / (TVP.) O � Q CO � 0- 103 AE IE Er JE Er EI� JEJ0 X 1O 0 X INAC1T 0 p N LL SEE NOTE 4 J SEE NOTE 4-� SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 w I O OX OR XO OXO OXXO 41 O O �2 71 3/4"MAX. M/3/" _ Z 37 1/2" 24 9/18"MAX 33.5/8 MAX ¢ z U �A MAX MA A DLO(TYP) B DLO(TYP.) G O LU Q 953/4 49 MAX" 49 41 IG LU o HT. a W N; 10 TYP. 953/4- MAX. m 843/8" 10 / (TYP.) " DLO 84 P. MAXO�X� DLO z li (TYP.) DOOR 0 0 DLO HEIGHT =HEIGHT-113(8- c n:0 4(" DLO WIDTH'X' =DOOR WIDTH-1215/16" $z z J C F� 1� DLO WIDTH'XX'=DOOR WIDTH/2-115/16' X \-ZAC IINACT O SIDI LITE • • • • • • • • oo DLO EIGHT=4iEIQHi-14 3/i" • • • DLO WTH�1NIaTl 3=!8": • •• A--- x A--' vv B O •• ••• •• • • • •• NOTES: — 41 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • ••• • 000 ••• • 3.SIDE LITES OVERLAP'X'AND 900 DOORS BY 3/4"WHEN ASSEMBLED TO MAKE-AO','OX','OXO"XXO','0)0('AND'OXXO'CONFIGURAT�NS: • • • • • • 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). • • • • • • • • • 5.CLEAR OPENING FOR'X'AND 9X'DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.648) (')X'DOOR=DOOR WIDTH/2-4.079) • •• • • • • ! ••• ••• • •• =S: • • : : • •• •• A L NN MILLEK P.E.#68706000 07 RE • •• • • •• • • •• 00 $So . :.So: . . . . . . . . P 3 WRODUCf REVWD. 40 J� 7 EXTERIOR INTERIOR y -?�1d fi.V'el'nVest Coated 10 1 2 60 Y N �Lt" 37 — 64 AT HEADMAMB60 O o ¢ a 65 AT SILUJAMB 0 A CLEAR-COLORED — o cd 4c) EXTERIOR INTERIOR SEALANT ' W 62 LU o G T— ® 63 co U- ad Q N O O p co MAX _ I z MAX. MAX. MAX. I Hill I SIDELU U DLO DOOR DLO LRE �2 co W HEIGHT HEIGHT Q IX p V L 0 r FnUL � m SL VIEW G-G oda 30 CORNER ASSEMBLY �� 61 Z PED�OORSECT.A-A •• ••• .. . . . .. 1.4$9 ••• . ••• ••• .SL SECT. B-B • • • • . • • VERTICAL VERTICAL ;,• :• •� : 0 0 0 REM 68705 • • • 0 •• ••• • •••+�• •{• • • • •• •• • • • +M• •• • • • ••• • • • •11 • • • • • • • • . • • • • " ••• • -"e • i?RODUCf oplying mob ism Fh" MAX.'XX'WIDTH �� Q6 [�•17 Jn�7 LL Ipl s _ altCaOpp� O O �MAx.� �MAx.� O - Lo DLO 'XX'SECT.C-C °LO 31 vi 1 o 35 36 34 44 HORIZ. LU 46 45 5 32 20 0 MAX.W WIDTH r 0) LL co Z *6 10 O 0Lo w z • INTERIOR 0 Q Q Z LU ZW o O LL MAX. DLO 'X'SECT. D-D O Q 'LL 46 21 5 HORIZ. EXTERIOR SPACING,SAME AS m JAMB ANCHOR SPACING ® cC4 MAX.SL WIDTH MAX.SL WIDTH--+� N a I(SEE SHEETS 7,8 AND 9) I kg � m o x N 62 e�ac o noZ z U DLO MAX SEE TABLES 1 AND 2 AND DLO* 22 NOTES ON SHEETS 1&2 66 62 SL SECT. E-E 62 NOTES ONCA SETS SL SECT-0F•-F .•. ••: •;• .•• HORIZ. (DOOR W1 SIDE LITE) HORIZ. (S ELEL SIDE CKE}•• :.. ••• • %_' ••• ••••• • A LYNN MILER,P.E. •• • • • • • • • • REA68706 • • • • • • • • • • ••• • ••• • • �•• • :,t �� •• • • • 17EM DWG PGT# DESCRIPTION 1 0438 80411 FRAME HEAD 2 1010 60300 WSTP.,O-LON.180 X.375 HIGH PN1DDVCPREV1SEQ; 3 7070 87MK BULB WEATHERSTRIP.187 X.300 HIGH b cDmvbft Wilk ew mdd, 4 955 7955X FLUSHBOLTSTRIKEPLATE b"N009Ca66 5 936 7988% 2 PT.LOCK STRIKEPLATE E �h(—=I 1 19,(-r 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE SILICONE HOT-MELT BUM xormika 7 7832X12FPXP #M X.500 PH.FL MS-S.S.W/SILICONE PATCH STRUCTURAL 6 885 70985 GASKET(BETWEEN THRESHOLD&FRAME JAMB SILICONEp„1 CnMmJ 9 996 70096 GASKET(BETWEEN HEAD 8 FRAME JAMB) STRUCTURAL FOAM 3(16'NOM. POLYISOBUTYLEN 1/4'NOM. 10 057A 8Si3018 FILLER HEAD ADAPTER WITH 11 11000 611000M OUTSWING THRESHOLD WITH DESICCANT DESICCANT 12 1670 871670 WSTP,.350 RD FOAM FILL TSLOT(AMSBURY#32011) 13 1,004A 6N004M QUTSWING THRESHOLD CHANNEL COVER EXT.GLASS EXT.GLASS CV LL 14 11001A 411001A ACETAL SPACER.085(INHOUSE INJECTION MOLDED) 15 110MA 411002A ACETAL SPA(2_R.095 OUSE INJECnON MOLDED) 18 11003A 411003A ACETAL SPACER.140(INHOUSE;99%N MOLDED) ? QU 20 9150 am FRAME JAMB(OUTSWING) O O a 21 1010 S= WSTP.,O-LON.190 X.375 HIGH INT.GLASS INT.GLASS 0 n c- 22 8808 68MM REINFORCEMENT 1.000X2.750%0.650,8081-T5 _ 23 1140 78X112PSATS 98 X 1.500 PH SO A TIS 24 ,046 71048 JAMB SCREWCAVERCAP KODISPACE SUPER u) 8 25 930 41721N STROKE PLATE INSERT 4SG TPS 6, SPACER®NXT�" LU 28 1118 710)04PFA #10 X.750 PH.FL SMS 27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH J 3D 910D 6910 DOOR PANEL,TOP 8 BOTTOM RAIL LU O 31 911E 8911 DOOR PANEL,SIDE RAIL � �- 32 017 7FRMO HINGE EXTRUSION Cl) LL 33 1178 71058FP WB #10 X.625 PH.FL SMS rn 34 913A 60378M TRUSS CLAMP ALUMINUM 6 at) 0 35 1130 6TRODA 5/16.18 THREADED ROD *111 EMENT POLYISO• DESICCANT FILL AREA KD 36 990 7990NUTA 5/16.18 FLANGED HEXNUT BUMENE IL 0 37 814A 60379M WEATHERSTRIP CHANNEL5/16'NOM. O SEAL O co 38 7634FPT #8 X.75 PH.FL TEK BUTYL SILICONE SEAL o (7 Z 39 997 70897 GASKET(BETWEEN PANEL HEAD/S(U.&PANEL STILES DESICROLL-FORMED V 40 1023 879240 W97P.,.187 X,2W HIGH,FINSEAL FSTAINLESS STEEL 41 928 41720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY) O Z 42 1145 7W2FPAW #6 X.500 PH FL SMS TYPE BOB EXT.GLASr- LLI 43 1212 7P3000 SILL DUST PLUG(INACTIVE PNL) Exr.GLASS W 44 9838 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) Lf)O J LL O 45 0848 8984 DOOR PANEL ASTRAGAL 2(OUTSWING) H 0 48 1213 so= WSTP.,O-LON.190 X.200 MGH O 47 929 74UBLOK LOCK SUPPORT ASSY.(41707&4170M SS 48 1139 7634F #6 X.750 PH.FL SMS INT.GLASS u- 49 992 FD2PTAY 2PT.LOCK ASSY. DURA$EAL® XL EDGETM' Q 50 SR18OFS RUBBER SLEEVE 51 930 41721 STROKE PL INSERTQNACTIVE PANEL) SPACER SPACER 52 931 7FRSPX DEADBOLT STRIKE PLATE53 54 18 71FA 1#10 X.760 PH FL SMS 9@7 0957X HANDLE STRIKE PLATE 55 1118 71OXWPFA #10 X.760 PH FL SMS x a SO MD 6920D SIDELTTE HEADER Part# Description Material <,T� 61 MID 6921 WDEUTE SILL 62 918860381 SIDELTTE JAMB 63 1155 781PQA X 1.000 QUAD PN.SMS 80 KommeTling 4SG IPS Spacer System $ c is p O 81 Quanex Super Spacer nXr vAth Hot Melt Butyl See this 84 M7998 HEAD GASKETS(STOCFKINO970998) pe pa Uty o= z 65 M 7988 SILL GASKETS(sTGCKIN0 076999) for 82 QUaneX lhiNaB@al Spacer Sheet 66 934A 1641M SIDE LITE JAMB ADAPTER Materials 67 912 X1.000 SHEET METAL SCREW 83 Cardinal)A..Edge Spacer • ••• • • • • • •• 70 71 SETING BLOCK,3I3'L'X 1/4°X 1'W/PSA EF ENCE TEST REM,:FTLS717,8986&8970 • •• • • • • 71 71287K SETTING BLOC K,1116'X 1/T X 1'W/PSA • •• • • • • 000 • - 72 4227A 64222 BEAD,7/1W • • • • • • • • • 73 DoS BEAD,3/8' •• ••• •• • • • •• - - 92 886 64986 BEAD,INTERIOR 93 GLA 8UCO BULB,T OR(USED IN EXTRUDED BEAD) _ �- 94 GLAZING 88JCONE,DOW 808,883 OR EQUIVALENT - 95 GLASS,Sar LAMI-1/6'A_80 PVB,3118'HIS • 0:* • • ••• ••• • 88 GLASS,3/6'LAW-1/8'HS,.90 PVB,8/16'H3 • • • • • • • - 97 GLASS,7/1V LAM]-31167 A-90 PVB,3/1S'HS • • • • • • • -- - 98 GLASS,7118`LAM]-3116-HS,.90 PVB,3116'HS • • • • • • • ••• 102 11008A 41108A ACETAL SPACER.285 6NHOUSE INJECTION MOULDED) • •• F�p �(� • • •• lb ITEMS#17-19,28,29,56.59,68,69,74-79,8491&99-101 ARE NOT USED AND AMWWT PART OF TH J CFCR4�1• 103 OFF-THE SHELF DEAD BOLTLOCK •• i• • • : : • • A.LYNN MILLER,P.E. P.E.#58705 o • • • • • • • • • • ••• • • •• •• • • • �4N •• • • • • 3 6-500 6 6 luAOL SIN 60 6-43 eszszi Nine�o la3o • '"°a 'oN a°! 0 A°°4S �7�5 7°P°H��1BS 4LZ4£1i'SMOXON NMl X08 •0•d ui 1OVdWl'S3111 MIS$NOOO HON3213 •Wnld BLZi£-U '30IN3A•N -,mu 3AIaO AMIONH03L OLOI �p W SNOIsn211X3 2� z ® _ Za Z6/170ro0 lll�\\moi d V Mm UMMo Wawa nea inmosoN r wwa :vasa :wna ,tea dZg QQ 1 lY xx 1 fa g J_ axa Ut2 tFup- w T} W�� z p O tttZyyy Fm- o y �� 01 ( Lu QCJq • O I I Oz W m 8 • ♦e ••06•• C • • ui v? OU�•• •• g o � ••• •• • I�ivY� 0000• • •• H �' •.r•e•• • •• • • 0<8 O ca •••.•i ..e• •:•.••.••••: gg� .• • Q�cy ••e• • •i•• 4 0.600♦ • NN ••e••• • •• •6w••• • • �o� •o • o j N •• ••• 00.6.6• m n cp • Q"dS• • e e •••• v g Z6006 io •• .0660. C7 f • ZwZ¢ o0 0 ¢ o C9H EL � �� N OF-. ~� � v v [A m O Q O O N 2-o f m � x Fe On � g c U F �F xm Ww$ N t� a �m n c 0W� (h O O Q m 0 as rn co O m ZF- MJ 00 W~ ~ Q O J CJ t'1 d) Z NN m 11 m�n lL m m 1� n LL0 OO m h~ oO O N o O 0 N-;I —►- f -- tii V r - HEAD HEAD HEAD HEAD HEAD HEAD ZONE"C"--1 ZONE-D---f—ZONE"D"—i ZONE"E"--I ZONE"D"ZONE"E"l PRODucrREVISED me plrhgwkbIdaFb" AcaVmaN.1R-U2g.1-7 Elp"d"Wt. '7 x=MINIMUM JAMB ANCHOR LOCATION. a ¢ a gn m ¢ m z X z z XX z Lu z O z z XO OR OX z -=ADDITIONAL JAMB N LL Q ON ON N NQ N N N ANCHOR LOCATION, gm m m m mg m m gm EQUALLY SPACED AS Q ' ' REQUIRED PER TABLESo 9 4 U 3-7 ON SHEET 9. 0 o g r -� W o SILLII J � H�LL ZONE°D"t ZONE D"� ZONE"E" ZONE"D"�ZONEI"E"� Z LL SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 O ca O HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE Q of 00 ZONE ZONE"F" ZONE ZONE"D" ZONE"F" ZONE ZONE ZONE F" ZONE"F" ZONE 00 "E" "E" r "E" I� "E" fi rt Z. �I ANCHORAGE SOLUTION J ❑ p FOR A CONCRETE w m z OXXO INSTALLATION z w T A.19"x 83 314"SIDE LITES"B"ANDO LLL o "E"ZONE ANCHORS FROM o w w w w w w TABLE 7,SHEET 9. U O OXO N O XXO OR OXX N o OXXO PLUS; �Q Q m m m m m m B.713/4'x O S XX DOOR ZONE O N "F"ANCHORS FROM TABLE 4, ® ON AWN � SHEET 9,EACH•F"ZONE. 'A +. 0�- SEE ENCIRCLED VALUES,SHEET 9 i Lj�y �+- 0 SOLUTION: � a$ TOTALS(4)TYPE 1 OR 2 ANCHORS o i °z }ZOILL NE }— SILL �ZO EslLL4 SILL SILL SILLZONE-{ �ZONE� SILL SILL ZINE TYPE10R2ANCHORSATHIEAD ZONE"F" ZONE"D" ZONE"F" ZONE°F° 2414IE•I•• • " • {¢ID SILL. "E" SEE TABLE 7.,SHIT.9 "E" SEE TABLE 7..SHT.9 "E" "E" SEE TABLE 7liHT.9 • • .• -•� • EXAMPLE OF ANCHORAGE FORA 7R 3/4"x�4s 3/# �C i•i *P ANCHOR LOCATION FOR WITH 19"x 83 314"SIDE LITES(WlOW=WAljyM)• ,•••EXAMPLE ABOVE NOTES: 1.APPROVED ANCHOR TYPES ARE: 1.114"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS 6 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,6"MIN.O.C.FOR CMU): SEE EXAMPLE© lf(i XiNCHORj�BOVFy•• • 6 g l JAMBS(ALL):13114"MAX.FROM CORNERS AND 231/8"MAX.O.C. • • • • • • HEAD&SILL OF DOORS:6°MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 718"MAX.O.C. •• • •• •• • • • •• HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24 3/4"MAX.O.C. • •• • • • •• • 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHElf J • •• 0 •• s ••• !•• 0.LYNN MILLER,P.E. • • • • • REA 68705 • ••• ••••• • • • • • • • • • • • • • • • •• • • • • •• • • •• •• 0 • • • • TABLE 3.X DOORS TABLE 4.XX DOORS TABLE S.O SIDE LITE TABLE S.XO&OX TABLE 7.OXO,XXO OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX) & REVMD 1.1/4'ELCO TAPCONS ee vm%ft may GLASS TYPES A B,C,0,E GLASS TYPES A.8,C.D,E GLASS TYPES A,B,C,D,E GLASS TYPES A.8,C.D.E GLASS TYPES A.S.C,D,E hk�8 CA& ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPENo�/7 &SUBSTRATE 2,3,W00 1,2,CONC &SUBSTRATE Z3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC 2.1/4°ELCO SS4 CRETE-FLEX E:pirayW Drte MASONRY ANCHORS DOOR WIDTHS LOAD ZONES I DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES I DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONESLu w "X-25.50 > > °X)f"-47.75 m w "0"-10.75 "X-25.50 7C'-25.50 3.#12 SCREWS(G5) TO 37.50 .. TO fl.(b TO 36.75 TO 37.50 TO 37.50 Ii L u iu w o w S w 4.ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 cV 70C'-47.75 LL a ��-�a - - J � 3 �_ �_ ,m ' ' AND7PERTAINTOTHE Y a w y a m ��ci�m B� F 00 m m {� vi a TO 71.75 , 10 (n z m o ' m �8d m 8 m m m m �8 m m m EXAMPLE ANCHORAGE ?� O U a a M 3 3 SIDE g R sly a SOLUTION ON SHEET 8. p Q -� _ �'Q. ' = =F =�=W� 0=W Tai i S � -� m LTTE LRE WIDTH x HT. x x x 3 K x x 3 wmrH x �• a' ' a' WIDTH x HT. 0 0 0 o vvmTH x HT. o o x x o o x x WIDTH x HT. o o x o o x p J 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 B 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 4 2 10.75 x 79.75 4 2 4 2 m O 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83.75 4 2 g 4 2 83.75 4 2 4 2 H W O 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.7 4 1 4 1 87.75 4 2 4 2 Cpp 87.757 2 p 77 p LLI F- 91.75 `- 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.7 4 1 4 1 91.76 4 2 0 4 2 p 91.75 4 2 4 2 �$ Z 95.75 6 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 85.7 4 2 le 4 2 � 95.75 4 2 m 4 2 N Q O 27.50 x 79.75 5 2 7 412 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 ,Q 4 2 LL 12.75 x 79.75 4 2 � 4 2 � � f0 LL 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 4 2 83.75 4 2 4 2 °8 p 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 � 4 2 87.75 4 2 m 4 2 m.CC J O 91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91,7 4 2 F 4 2 F 91.75 4 2 j 4 2 F}- p U) 85.75 6 2 7 4 2 5 95.75 8 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 2 95.75 4 2 Q 4 2 m H U §Z 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 78.75 4 3 LL 4 2 LL 19.00 x 79.75 4 3 O 2 1� a Q V 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 W 4 2 w 83.75 4 3 w 4 2 w 3 Z 87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 F 4 2 F 87.75 4 3 e 4 2 p Lu r 91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 a 4 2 2 91.75 4 3 = 4 2 = O LL O 95.75 6 2 8 4 2 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.75 4131 d 4 2 95.75 4 3 x 4 2 0 g = g C$$0 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.7 4 3 m 4 2 c 21.75 x 78.75 4 3 m 4 2 m Z J D- 83.75 6 2 8 4 2 5 83.75 5 5 B 4 2 3 83.75 4 2 4 2 83.7 4 3 = 4 2 = 83.75 4 3 4 2 LL a Q Q 87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.7 4 3 w 4 2 Z 87.75 4 3 4 2 q 91.75 6 2 8 4 2 5 91.75 6 5 8 4 3 5 91.75 5 2 4 2 91.7 5 3 ,,.i 4 2 O 91.75 5 3 p 4 2 p � $ 95.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 w 4 2 Lu 95.75 5 3 -i 4 2 W 0 cry Iv N 33.50 x 79.75 8 3 8 1413 3 83.75 x 79.75 5 5 8 4 Z 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 y 4 2 27.75 x 79.75 5 3 m 4 2 Im m n 83.75 6 3 8 1413 5 83.75 6 b 8 4 3 5 83.75 5 2 4 2 83.75 5 3 Z0Z 4 2 Z mZ fil 83.75 5 3 F 4 2 H z x�a! 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 a 4 2 a 87.75 5 3 2 4 2 0 �_ LL 91.75 7 3 10 1413 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 81.75 8 3 w 4 3 w 91.75 6 3 4 3 m o e aY 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 85.75 6 2 4 2 95.75 8 3 a,G 4 3 m 95.75 6 3 W 4 3 W a z z 35.5 x 7 5 6 3 8 5 67.75 x 79.75 6 5 8 4 3 5 38.13 x 78.75 6 3 4 3 36.13 x 79.75 6 4 � 4 3 1- 36.13 x 79.75 6 4 4 3 83.75 6 3 8 4 3'L5 83.75 6 5 6 4 3 5 83.75 6 3 4 13_ 83.75 6 4 9 4 3 p 83.75 6 4 z 4 3 a 87.75 6 3 8 5 87.75 6 5 8 4 3 5 87.75 7 3 4 87.75 7 5 LL 4 3 LL 87.15 • ••• 91.75 7 3 10 4 3 5 81.75 7 6 10 4 3 5 91.75 7 3 4 91.7 7 5 0 4 3 o 91.5 7 5 dt 440 2 • • • • 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 85.75 7 3 4 95.75 7 5 0 4 3 V 85.75 i 5 r 1ri f = � �•� •• 37.50 x79.75 6 3 8 4 3 5 71.75 x 79.75 6 5 8 4 3 5 38.75 x 79.75 6 3 4 38.75 x 79.75 6 4 Q 4 3 Q 38.75 x79.79'6 4 • • •• �� 83.75 6 3 8 4 3 5 83.75 6 5 9 4 3 5 83.76 6 3 4 83.75 6 4 4 3 83.75 6 4 w 4 3 w87.75 7 3 10 4 3 587.75 6 5 9 4 3 5 87.75 7 3 4 87.75 7 5 4 3 ' 87.75 7 5 4 3 0 91.75 7 3 10 4 3 5 91.75 7 8 10 4 3 5 91.75 7 3 4 3 91.75 7 5 awi 4 3 y 91x5 • • ••• • 95.75 7 3 10 4 3 5 95.75 7 6 10141 3 5 95.75 7 3 4 3 95.75 7 5 4 3 5 5 4 3 • • •• • • • • • • • A LYNN MILLER PZ ••• • ••• • • ••• P.E.#!EM 0:0•• • • • • ••• • • ~ ° ix WOOD BUCK,NOTE 2 Acftqu�NO 14-6 MIN. FAPWom Do WOOD EXT. SHIM SHIM ANCHOR CONC. EXT. WOOD EXT. -CONC. EXT. ANCHOR, ANCHOR, LL TYPE 2 OR 3, ANCHOR NOTE I TYPE 2 OR 3. OT DOOR HEAD(WOOD) DOOR HEAD(CONC) "':TYPE I OR 2(CMU) IfNOTE 1 1318" 1 318 TYPE I(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) co WOOD ANCHOR ANC STAGGERED ANCHOR 1.5 KSI MIN.CMU OR V5 u CENTERS,- ON WOOD 3.4 KSI MIN.CONC. C6 0 TYPE STAGGERED ANCHOR, C3 CENTERS I 314"MIN.E.D. ODD ix WOOD BUCK 2X WO D EXT. NOTE1 0 F_ 4E)Cr. 1.5 KSI MIN.CMU C z BUCK,NOTE 2 NOTE2 BUCK,NOTE 2 1X WOOD BUCK,NOTE 2 EXT_ .��IN.CONC. SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) DOOR JAMB(WOOD) CD Wz Q22!2m� WOOD ANCHOR TYPE 2 C.ANCHOR, Of -WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 CONC.ANCHOR,NOTE 1 lXWOOD LL EXT. BUCK NOTE 2 EXT. EXT. N01TE SHIM SHIM TYPEI 3.4 KSI MIN TYPE 2 ka 1314" CONG. 2X WOOD BUCK,NOTE 2 2X WOOD BUCK,NOTE 2 j '42 w DOOR SILL(w60D) MIN.E.D. SIDE LITE SILL(WOOD) SIDE LITE SILL(CONC) 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"TAPCONS EMBEDDED I 3(8"MIN.MIrP1361 GOROI/44SS4* CRETE-FLEX EMBEDDED 1314'MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INJ�ALLATI*St§: #12 SCREWS,G5(TYPE 3)OR ELCO 114-SS4 CRETE-FLEX ANCHORS EMBEDDED 1 31W MIN,(TYPE 2). 2.WOOD BUCKS DEPICTED AS lx ARE LESS THAN I 112'THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCFW;Lto U.*V030Dl%L)CK,% DEPICTED AS 2x ARE I 1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPRO191Y T AUTHORITY HAVING JURISDICTION(AHJ). 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATL* IFOSUBSTRATRIS oe: WOOD,309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVIND JUCSDICTI(:N. ° ~ ° M 1AM I•DADE MIAMI-DARE COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.env/ecenomv Eurotech Industries,Inc. 4201 NE 12 Terrace Fort Lauderdale,FL 33334 0000 SCOPE: ; ••• 0.0000 ••000• This NOA is being issued under the applicable rules and regulations governing the use of c8Astrdction plal2 als. The documentation submitted has been reviewed and accepted by Miami-Dade County RrW448duct Control ••••:. Section to be used in Miami Dade County and other areas where allowed by the Authority11��mg Jurisdidion ;•••• (AHJ)• • 0000 This NOA shall not be valid after the expiration date stated below. The Miami-Dade.Cpppty Product t~ontrol";••• Section(In Miami Dade County) and/or the AM (in areas other than Miami Dade Co>aaNt fbserve'14o,light to have this product or material tested for quality assurance purposes.If this product or mel rW fails-to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AS may fimmgdiately..• • revoke,modify,or suspend the use of such product or material within their jurisdiction. ;REP jeservae the'right to. • revoke this acceptance, if it is determined by Miami-Dade County Product Control Sedtlbn that this-pr t or:""; material fails to meet the requirements of the applicable building code. • This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT:Drawing No.W04-01 Rev D,titled"Aluminum Outswing Entrance Door",sheets I through 5 of 5,dated 01/15/04 and last revised on 07/27/15,prepared by AL-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2.Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate approvals),lower design rating shall apply and such installation to be reviewed&approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and vl. t at the job site at the request of the Building Official. is NOA,revises NOA#14-0303.09 consists of this page 1 and evidence page E-1 &E-2,as well as approva ocumen men tone a ove. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 15-0729.14 M1AM1•DADE C0UU Y ' n Expiration Date: June 10,2019 Approval Date: March 3,2016 Page 1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No. 09-0310.15) 2. Drawing No.W04-01 Rev D,titled"Altiminum Outswing Entrance Door", sheets 1 through 5 of 5,dated 01/15/04 and last revised on 07/27/15,prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 0000" .. . . . 0 B. TESTS •0 0 0•0 • 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 000000 00000 • 2)Uniform Static Air Pressure Test,Loading per FB�o):AS 201-%4 • 3)Water Resistance Test per FBC,TAS 202-94 ...... •• •• 00000. 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS• W4 5)Large Missile Impact Test per FBC,TAS 201-9,t.•,•; .• 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 ' ;•0 0;0 000000 along with installation diagram of aluminum outswing door,prepared by I }l�ricane Eriineering :.,0..: Testing Inc.,Test Report No(s). HETI-08-2021,08-2022,08-2023 and 08-2024,all dated.: 03/15/08,signed and sealed by Candido Font,P.E. (Submitted under NOA No. 09-0310.15) 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-03-1882,08-1889,08-18890 and 08-2024,dated 01/15/04 thru 02/09/2004,all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted ander NOA No. 08-050710) 3. Tensile Test prepared by Huiricane Engineering&Testing,Test No. HETI-04-T100,dtd 01/29/04,tested per ASTM E8-01, signed&sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15,prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc.for their"Sentry Glas 4(CIear and White)Glass Interlayer",expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America.,Inc. for their`Butacite PVB Interlayer",expiring on 12/11/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE.SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 &no financial interests,prepared by Al Farooq Corporation,dated 07/23/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. •"• G. OTHER •••••• • 1. Notice of Acceptance No. 14-0303.09,issued to Euortech Industries,Int?,ft-their Aluminum . • Outswing Entrance Door-LMP',approved on 05/1/14 and expiring on 4V16119. ;•• •• .... . .. ..... 2. Test proposal#07-3527 approved by BCCO. •••••• • (Submitted under NQA No. 09-0310.15) .. .. •.... .. .. ...... Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-2 (4)ANCHORS ;( 42' AT MTC.STILE ENDS 75 3/4' liJ o j I li SEE SEffARATE NOA i1 I j FRAME WIDTH AT 3"O.C. FRAME WIDTHFOR 1 I II RATINGD DETAILS II I I 13'MAX. Z HEAD/SILL DOOR HINGES 13'MAX. 5"MAX. 0 5•MAX SURFACE APPLIED SEE SHEET 2 HEAD/SILL HEAD/SILL I r-- -- ---'1 I FALSE MUNRNS FOR QUANTITIES CORNERS d a I- -- -- - ----- I HEAD/SILL (� MAY BE USED --&CAPACITY--- A ` u CORNERS _______--.-==-i1 gyp;; G / ; // ; // ; \\ 0 Q a n m I ; o >i C =iF---- SEE SEPARATE NOA 11 I FOR SIDELTTE I I ACTIVE IN-A�S,vE tr / AC4NE I RATING AND DETAILS II I / LEAF LFA \ ti mW M1 It II I II < } 0W = N /.Iri \vli t it i \\ 1 it gw W ---�� _ I II \ -- �__- zUZ� --a i� I \ / u I�n-- tn 0_ Z 0 IL B \\ 1 ------------ II I B \ I / U' z H W m I / LLJ _ I z Noi —�. -__----_--- -_- UI�4i w m o Fz�� DOOR HINGES my SEE SHEEP 2 MVib11-OAOE COUNTY ME � FOR QUANTITIES N z APPROVED MULLION r yTi &CAPACITY 37 3/4' rc SEE SEPARATE NOA 29' 29' V O D.L OPG. O.L.OPG. � ALUMINUM OUTSWING ENTRANCE DOOR A 1/8-IDT 36 3/8' EA 3IDT LEAF WIDTH LEAF 7170TH LEAF WIDTH APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. TYPICAL ELEVATIONS ((3)ANCHORS ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES AT MTG.STILE ENDS o e USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. AT 3"O.C. fv$ ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELTTES IN c 8 0 COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION m APPROVAL WILL APPLY TO ENTIRE SYSTEM. Wim$$ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •• ••• • • • • • •• $'o o'o HURRICANE ZONE (FIVHZ). 0 • • • • • • • • a m a o 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED •PROPERLY • •• • • • • • O TO TRANSFER LOADS TO THE STRUCTURE. •0 • :•: •• g o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS r. tAVXD MM • •• i THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. MtUUUCFrCKVtBi'D I '�., EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIVIL SHUTTERSSHUTTERS ARE NOT REQUIRED. FUL PE 70592 otanpoi.gwBb 3MaFbHdd o' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CA 538 RaldloB Cal. § ' NOT PART OF THIS APPROVAL • ••• • Ap7y°K No,S'O'I2�I,�t+ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. : : • • • :PJM Dv�e49019 O ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. • • • • 820 +><t _ drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ••• •• • • eT.afe'1 1104-0 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • • REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 oT $ ••• • • • • ••• • • ••••• • • • • • • ••• 0 0• • •• •• ITEM III PART® REQD. DESCRIPTION MATERIAL MANF./SUPFUSR/RS3UJ 5 � 1 ERM6 AS REDD. DOOR FRAME GOG3-TG - 2 ERDI2 AS REGO. DOOR LEAF 6083-TB p 3 V21566 1/LEAF DOOR BASE BOARD 6063-TS 4 VZ-1483 1/DOOR FRAME SILL 6063-TB - 5 - 1/DOOR SILL BASE 6063-T6 - !�W 6 VZ-1481 AS RECD. ASTRAGAL STILE 6063-T6 - d 7 VZ-1535 4/LEAF GLAZING BEAD 6063-T6 - C° v 6 2801 AS REDD. GLAZING GASKET EPDM DUROMETER 75±5 SHORE A n, 9 - 1 SHEAR CUP 6063-T6 10 1001/50 1/CORNER CORNER KEY ALUMINUM MONTICELLO Y i• �� ;�: 11 OOBOOX 4/LEAF HINGES ALUMINUM GIESSE VVVV 0 y�dell •% •� 12 010 X 3/8' 4/HINGE HINGE INSTALIA60N SCREWS - PH MACHINE SCREWS >a g r14 - AS REDD. BULB W STRIPPING 010 x 2' AS REDD. ASSEMBLY SCREWSHN SELF DRILLING FRAME ASSEMBLY SCREWS - SMS LL z \ \ aBig 0 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS n SINGLE (X) DOORS SINGLE (X) DOORS DOUBLE (XX) DOORSg c 090'Interlayer 100"Interlayer DOOR SIZE GLASS TYPE'A' DOOR SIZE GLASS TYPE IS, DOOR SIZE GLASS TYPE'A'OR'B' Kummy Butacite PVD Kuroray SentryGlas WIDTH HEIGHT EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT.(-) By'Kumroy Amerl= Inc.' By'Kuraroy America.Inc.' a0 Z 2/6 75.0 85.0 2/6 100.0 140.0 5/0 75.0 75.0 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS 0 3/0 6/8 75.0 85.0 3/0 6/8 100.0 140.0 6/4 6/8 75.0 75.0 w W U M 3/6 75.0 85.0 3/3 100.0 140.0 5/0 7/0 75.0 75.0 0 M 2/6 75MINS 0 850 2/6 100.0 140.0 6/4 75.0 75.0 3/0 7/03/0 7/0 100.0 140.0 5/0 75.0 75.0 SILICONE SILICONE Lu 0 8/1 i m GE SCS 2800 3 GE SCS 2800 Z m 3 6 3/3 100.0 140.0 6/4 75.0 75.0 I SILGLAZE II SILGIAZE IIfI z a 2/6 2/6 100.0 140.0 LOADS SHOWN ABOVE ARE FOR m q I 16,* 3/0 8/0 3/0 8/0 100.0 140.0 INSTALLATIONS WHERE WATER INFILTRATION �cn I {U�W Q id RESISTANCE IS NOT REQUIRED. "1 `J 0 Z 3/6 3/3 100.0 140.0 rJ LIMIT EXTERIOR(+)LOADS To 48 PSF r O g V DOORS APPROVED DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER WHERE WATER INFILTRATION RESISTANCE WHERE WATER INFILTRATION RESISTANCE INFILTRATION RESISTANCE IS REQUIRED. W� i IS REGUII�O. IS REQUIRED. ^,,,� I "" I LOCKS SINGLE DOORS: LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ACTIVE LEAF: GLASS TYPE 'A' GLASS TYPE 'B' g y 36"FROM BOTTOM.KEY OPERATED ON TOP AND BOTTOM OF ACTIVE LEAF PART#02181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT EXTERIOR AND THUMB TURN ON INTERIOR. ATTACHED WITH(4)010 X 1-1/2'SMS. TOP AND BOTTOM OF ACTIVE LEAF PART#02181 GLAZING OPTIONS c �F R STRIKE PLATE 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH(4) #8 X I-1/2'SMS. o t 1-1/4"X 1/4"X 16-1/4'LONG 36'FROM BOTTOM, KEY OPERATED ON EXTERIOR 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE c a ATTACHED WITH (2) #8 X 3/4"SMS AND THUMB TURN ON INTERIOR. 36'FROM BOTTOM. KEY OPERATED ON EXTERIOR STRIKE PLATE AND THUMB TURN ON INTERIOR HINGES SIAIGLE DOORS: 1-1/4"x 1/4'X 16-1/4'LONG TWO-HANDED COMB NTNG ATTACHED WITH(2) #8 X 3/4"SMS INACTIVE LEAF NOTE: EXTRUDED ALUMINUM BRIDGE 2 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT aGnLAcSS CAPACITIES ON THIS SHEET ARE By•GIESSE' HINGES SINGLE DOORS• TOP AND BOTTOM OF INACTIVE LEAF'PARE @02188 •y^-�PN[+S T,,,fffA1,,,�''E13d0-09 (3 SEC. GUSTS) (5)PER LEAF ATTACHED WITH(4) #8 X 1-1/2-SMS. • AND Rlpq II,QIN OOMIMI$$II�Y � o o E TWO COMB RING I� +4OB.--DEC-219amu o AT 8', 12", 35",63-1/2"AND • DECLARlTO Y• T M NT•DC�4 = 92-1/2"FROM TOP OF DOOR EXTRUDED gy'GIESSE' BRIDGE 2 •• •• • • • • :•• • HINGES DOUBLE DOORS: (7)PER LEAF AT 7/0 AND 8/0 DOORS •• ••• a AT 3'.9'AND 26-3/8'FROM TWO-HANDED COMB HINC Engr:JAV9D AHA • PRODUCnt TOP AND BOTTOM,ONE AT MIDSPAN EXTRUDED ALUMINUM BRIDGE 2 CIVIL so ►'VTSLD (6)PER LEAF AT 8/8 DOORS BY'GIESSE' 353 92 BuiRag Cod, o n AT 3",9'AND 26-3/8'FROM (5)PER LEAF ♦raprnacr Ho IS-O q.l TOP AND BOTTOM AT 6', 12'.35",63-1/2"AND • ••♦ • • ff dralinu O�te y 92-1/2"FROM TOP OF DOOR • • • • •• •1 solq o v • • g �,1 O Ij •• •• • •'� • �� 11uuk bed L'aa4y drawing no. NOTE:TOP AND BOTTOM FLUSH BOLTS MUST BE ••• •• W04-0 1 ENGAGED DURING PERIODS OF HURRICANE WARNING. • • sheet 2of 5 ••• • • • • ••• • i0 • ••• • • • ••• 0 0 r 18Y TYPICAL ANCHORS TYPICAL ANCHORS WOOD BUCK SEE ELEVATIONS "' TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE ELEVATIONS METAL FOR SPACING FOR SPACING [,STRUCTURE z 'ST. = EDGE DI GEo EDGE DIST. }A a DE DPST." rn o+l e I ao O u Rg 13 O1 N N N ��Q�a GGG 13 IL 4 TYPICAL ANCHORS a CJ ACCESS HOLES SEE ELEVATION$ WITH PLUGS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH .I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND Q 7 II I RATING AND SEE SEPARATE NOA TRANSFER THEM TO THE BUILDING STRUCTURE. O +'I 2 lFOR TRANSOM r L J AILS Lr fi - I TYPICAL ANCHORS: SEE ELEV.FOR SPACING v o �_---_� -177 KSI,Fy=155 KSI) U INTO 2BY WO B KS OR WOOD STRUCTURES ao ? 1--- 1-1/2" MIN. D JAMBS) g W w n n I"-------i i-------"-'I U li iI RU 1BY BUCKS INTO CONIC. OR MASONRY Z �M 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS ~c .r W I�------ ---------,I DIRECTLY INTO CO z Z W m .4 (� ❑ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) _ o m m iC ;' I 13 MIAMI-DADE COUNTY 1-1/4° MIN. EMBED INTO CONC. OR MASONRY (JAMBS) V w w W i'I APPROVED MULLION 40 c SEE SEPARATE NOA X1,4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) M O Z S x TYPICAL ANCHORS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81) N SEE ELEV. FOR SPACING W d ri 5 INTO METAL STRUCTURES STEEL 1/6" THK, MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) GG v q TYPICAL EDGE DISTANCE 7 IMO CONCRETE AND MASONRY = 2-1/2" MIN. g R o INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. ®B x 1/z"SMS � � 3"FROM ENDS WOOD AT HEAD OR JAMBS SG - 0.55 MIN. AND l I 10"O.C.MAX. 3 CONCRETE AT HEAD,SILL OR JAMBS t'a = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. $ ^_ (4} X12 X 1"SMS o o« ry AT 2"O.C.MAX. g��j�7�� • • • • S-' $$a o 2 AT CENTER OF SILL `S•'*'+�''•` �• • • • • �R ••• SO a m u. CO 4 ALL KRAME p1j1 �!!C(gt;NeRS Q'NIP J(WNTS SEALED WITH o 13 REDD.AT ADSEL•OR TE16NA•50`29• S.: 0* 4 9 5 DOUBLE (XX)DOORS •• 000 01 3 ONLY Eng..JA1.D AH! UCIVIL • •RUDUCT MY.V1Y�b a _30 FLA PE Up92 a eowprying Ml1 eMe Mlorida c 3 + II CAN.333A Rogling Cod" . �______�I • ••• Aeeephnee No • • • Browing no. ''" " � � ••• •• • Ole � • i� PevBbt W04-01 TYPICAL ANCHORS • SEE ELEV. FOR SPACING sheet 3 oI 5 ••• • • • • ••• • • ••••• • • • ••••• 1/4"MAX. Z % SHIM SPACE 1/4'MAX• r zd 1/4'MAX." SHIM 6 al SHIM •' © // OD METAL STRUCTURE Oi U 1 (2)ge X 3S`MS n XW-. E ' TYPICAL ANCHORS SEE ELEV. O ACTIVE LEAF FOR SPACING . 13 TYPICAL ANCHORS L+ W ei F C SEE ELEV. .:. . FOR SPACING 16 0 12 EXTERIOR 13 TYPICAL ANCHORS 11 2 ' O.L.OPG. SEE SPACING- FOR SPACING LEAF WIDTH 00 ? m a FRAME WIDTH w W U M M W SINGLE DOOR gin in ��L2 MIAMI-OADE COUNTY O w Z= io APPROVED MULLION m SEE SEPARATE NOA % 1/4'MAX z _--- O SHIM F WU1y1 W id �I I1BY pT-WOOD BUCK Z_____________ r=--SEE SEPARATE NOA LEAF IN—ACTIVE LEAFFOR SIDELITERATING AND DETAILS1h1�00 _SEE ELEV.CAL CHORSFOR SPACING O.L.O. EXTERIORs.'. (2)88 X 3/4' D.L.OPO. SMS V m' " o - rC LEAF WIDTH w d LEAF WIDTH • • • • • • • •• E�+-0 0 • • • • • ��a m u m FRAME WIDTH • •• • • • • •• •• DOUBLE DOOR ••• • • • • •• Ergr..lA AO AKQDvR0004T 1TKY�lCD a c FLA.PCMB 70392 o mmpoiag w cod,7W M ro" u • ••• CA X538 +cora -o'1t9•tY a is ± •• • • • :seas oaf. iu 63 caw rw .•. . .• ' • • • • W04-07 sheet qof 5 t(r ` 3.937 t0 ` .070 ® to 0 1.81 ❑� 1.634 .� 2.858 1-1.772 n O DOOR FRAME � g OOO3.873 .0�6577t � . OO . /� 14 • • . • •• s• s•ERs •• s s•'I• I I 14 OQUc��qUeS 0mobZ W��gaJ 1.7711 p.3r�n z_imU�Zo8° 1% r 2.830 .0702.819 SS4 V 2047 FRAME TOP CORN DOOR LEAF 1.772-1 2 C£;'Lj r3 , Li g�`ooMed'W0g3.937 3.177 :x. uj04 .080 2381 1.043 1.838 mo DOOR BASE BOARD SHEAR CLIP 2.402-1 .138 .64 .063059 117 1 8 FRAME BOTTOM CORNER 0 0 -11.772d LEAF CORNER • FRAME SILL ASTRAGAL STILE ••• En9n JAVADAH 02 .744 CmL 2.000-1 1.000 Spp70592 CAN. 538 ••• ` 7 a�nmnLLW a flrltlMp Laa ew $o ,SRj }` '� 1.000 .094 .848 1.016 • • • • rip"MM°Dw 9 Q •• i• • • �y 01.�i� 1 • _ drawing no. �I 1.201 ••• s • s •• w �IowrOa0,n .,i, W04-01 • O SILL BASE O GLAZING BEAD sheet$ot 5 ••• • • • • ••• • • • •• 0: -•• • •• s•