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WS-18-1681` SNORts 4 H Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS-6-18-1681 Permit Type: Windows/Shutters erlill't-rk Classification: Window/Door Replacem Permit Status: APPROVED Parcel Number Issue Date: 7/13/2018 1 Expiration: 01/09/2019 Applicant 9405 NW 2 Avenue 1131010330670 RUBEN PAREDES LUCIA L MES Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell RUBEN PAREDES LUCIA L MESIAS 9405 NW 2 Avenue (305)562-6439 MIAMI SHORES FL 33150- 9405 NW 2 Avenue MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone HOME OWNER ie of Work: REPLACE EXISTING 7 WINDOWS AND 1 DO of Openings: 8 iitional Info: Residential ing: 3 Fees Due Amount CCF $11.40 DBPR Fee $2.70 DCA Fee $2.00 Education Surcharge $3.80 Permit Fee $180.00 Scanning Fee $9.00 Technology Fee $15.20 Total: $224.10 Valuation: $ 18,200.00 Total Sq Feet: p Pay Date Pay Type Amt Paid Amt Due Invoice # WS-6-18-67981 07/13/2018 Credit Card $ 174.10 $ 50.00 06/19/2018 Check #: 38998 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building I - EJE In consideration of thf issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto pndlin strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In acgcepting this�peit assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are E re wired for E RI AL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID VI that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction � _ n the 9te,• I authorize the above -named contractor to do the work stated. July 13, 2018 / Applicant / Contractor / Agent Building Department Copy July 13, 2018 1 ~• � � MiamiR _ � �, Shores Village ECcI rELI Building Department JUN 19 2M 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (30S) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 7U-4949 FBC 20 BUILDING Master Permit No.-6,6 a ar I PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION nRENEWAL []PLUMBING [:] MECHANICAL OPUBLICWORKS CHANGE OF CANCELLATION ❑ SHOP n CONTRACTOR DRAWINGS J08 ADDRESS: `-'`� l Cis %� 2 1C�-�.� -e City: Miami Shores County Miami Dade zip: "'�Z) l Folio/ParcelM:_ ` J fl-j j`� is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: P YP YP _Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ,ram --tom L-L)LC (CJCftne#: Address:_ L-t 6-S k k_ a. o u e city: State: M(ti1 Zip: Tenant/Lessee Name: N/A Phone#: N/A Email: NIA CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT 954-7924415 Address: 4070 SW 30 AVE Phone# City: HOLLYWOOD State: FL 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration #: CGCO61890 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: NIA Address: N/A N/A City: State: N/A Zip; NIA Value of Work for this Permit: $ 2C'��. 007 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New lace Re air Re P / P El Demolition Description of Work: REPLACE Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Rewsed02/24/2014) Bonding Company's Name (if applicable) NIA Bonding Company's Address NIA City N/A state NIA Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State NIA Zip NIA Application Is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation pas 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 an estimated value exceeding $25000, the applicant must Promise in good faith that a copy of the notice of commencement and construction lien low brochure will be delivered to the person whose property ! to attachment Also, a certified copy of the recorded notice of commencement must be posted at the /ob site for the first pe. - 17 w ch occurs seven (7) days r the building permit is issued In the absence o such Inspection ill not be app wed and a reinspection fee Ube charged, f posted notice, the OWNER or AGENT The foregoing instrument was acknowledged before me this y of �-C_ _ 20 Lg . by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: APPROVED BY ABDIEL R. CASTUIU— MY COMMISSION # GG 079600 EXPIRES: March 6, 2021 Bonded Thru Notary Public Urderwnlars sssss Signature CONTRACTOR The foregoing instrument was acknowledged before me this L y day of 7(%'L ( 20 1 y b UQ Y who is personally known to me or who has produced as, identification and who did take an oath. NOTARY PUBLIC: Print: t �Ca Seal: MIGLIFEL71REMADO MY COMMISSION # GG095745 EXPIRES April 19, 2021 issssassesstssssssssssss •ssssasassssssssss*ss*• Plans Examiner Zoning Structural Review (ReWMdoznc/zoia) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for. Windows, Doors, Skylights or Fixed Glass Wadding) 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, shires, 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 -7vJa4 PAOOK664 Date Print Name ROM Hear Ytpaawaraeahileaeolellear Ltowiaa ft o w eftNp f =40t ia44 asr4tai kR LMNIM YSlR. 37.112 J" !a n[Afs-- F UA waaaer► Ilaa1 trnaaMMI FAMotime m Windows Co aalaeOWae dowandTat 9564254MB ldmi Dada Tab 315445 44M razz lt4412392 O "all: Nna Oty State Zp This contract Is made and entered info VA —g,_ day of- J/MG Maby and balwa I Nmldi A..btm YC a Florida aorpor+tl, (Contractor or'FM*L and owner(s) named Mom of the restdertoa bated atths iddres Ibted above ('Owns. The WML Conerartor areas b perform the weerk daaatbed babes: tirac7Jors cow aYar lavem do ` 1) ft ouve eaI I s unb eD he Rplaoa I DOM Plosoved tarps aR "to ba darnap t) on etsllrp Main deer kad Flood PRpwa openfnp a rraaeairy b raoelae raplaarrtent units. Panda ns ldadaYd. On haawrrer 3) NMo01q: FHA Faaepy 3taw 3asar _ tibrriNon VYryI Inaiibd so d4b Aandr doors do Napa Y NwaMei tat am red Loft rr4g. Instal _ Abattbun ImadsYd. _ Akwdn an Non•Yoraled on OstiY Road` dare on sew 4) Ooore:_FHAEYrWftmv3war_AYnimabw6ad Akm*=MMWMUbYd selwdaarbldwe ai Gam.( x l OW&MMM ( ) Q*r..wIA=,.&— Tito troMM -- Gay: M Pbdda RIO iswalu'�j..._ GII qW CO F /4F U i Rf x'8i ACME Acme f%N cor— Qw— Qtt— ck— cly— cft— ;j f _ /� `-- (ii(YL. �/ _ /rJH� O/7ic �T�sr/i/dtil %w.ar iLV /...—- _ INITIAL HOW -) 5) awkwrtybe 6) lFipplkiblyRrrtewllK shutlerPineh.anej/ar taalrKy6ars 7) SpeciallratrllcUonc r+POlQb4eXnli!-161nttfiKOgnOat�or!bulrlfor�iitiitMrf} wo kPoY!4to�+tiprloEQ000rmm�+oeq�erRpfmywork �4��all�t�danyt*'mbrta tiafll�tsadthls f►anwetbo.ahal be aulgrwpe#llaoynilad. .. .. .. (Nupnbluworkaptarthan aorrrsitrarpetion Ym b.dbn.�ales aeard bebwa -. .. . - . . Adalbmlwak: - . i�ldld� Oorttracmr shot maanera a work wRhke days after aeaanlon of the Contract (the'Gertarwtrreanterrt Onkginddeil endeavorto e:ornplala al Work hereunder wkhb dtr the amwm ran am oats. Contract price $ The TOTAL PRICE for al labor and'Mon els lkcW Rip any appimbb dleo %MQ is $ An Sala Taa t N sd payaUle S /J3,iA/ �p ) Total Cantm tPrice $ CealraA willprovide to Owaar s Rrgl WaMr and Reime of llee and tbntraelofs Find AI�Idwtto-Oerw, wbadntm* sham to the trams frrelydad In cheWar Srhtes 12M. and' arde l llbf Oaatar daets to ipptYJbr�handntf 4/ oboaa slates kraipsestr awrorart rya is nYtieel SoOl anrW spas nerat awElrrtiRoiva4N#wi3rpY bWpaMlreiMoa.tr: .1. ttterae�rtti YraialaMraaawatiolwcprdar�pfrrrridapanaaW Y bYak. N, tYaaraeaGsd r • awy artier eeelles aetrtbea pna� tea ter anrsaayaar Mri rrdr. d TrtewdddaeeatwrOaurdrit.flistswelaPraawsataaaaaaaayao■sretanwrt"oradmvA aaovYaRanovyew -a- goAUMMOM fat tpa dfa aa! aew M cow aaa rwiaaYad al Maaliaa of fM ernrataa/lirateY io4wtaw bdaatnia dbt• VVIS: —&Act eoneaIm the was eonhrw of the Perth,. It mW not be dtaried oialy but ody by a sired dnga order or olfwer 'MM araarrdn wrw The mhw br vq pMr of a bander of any pm*lw of thb asdraeY dvill n t oI P or bi construed as a wiser of any subiagtsrrt brwch by arw party. IN WITNESS WHEREOF, the parties ha+etp have aasctated lids ecirrusm underseeL as of the day and yrtar Mt abpw writbn V= rir N&W may coned Oft btrrwi-. at trgr dine PAxi to oti1datt of tit. ffttid'br.hwt tinf tiler the dria of fhl.6s+..ouon. Mt to allmdwd Ballot of owmeMon Bann for an tegtlnntlon of Ift dShL wrier, Contnector. FHA r ^� of Owen) Date Home Owneds ftum IQ[ on Aponm PlloM#. YES ( ) No ) 13u1Gdlrig Atone: Property Search Application - Miami -Dade County Page 1 of 1 rL,: OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: '' - 11-3101-033-0670 Property Address: 9405 NW 2 AVE Miami Shores, FL 33150-2210 Owner RUBEN G PAREDES LUCIA L MESIAS Mailing Address 9405 NW 2 AVE MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors -- 1 Living Units 1 Actual Area 1,767 Sq.Ft Living Area 1,183 Sq.Ft Adjusted Area 1,518 Sq.Ft Lot Size 9,300 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $204,349 $204,349 $204,349 Building Value $116,696 $109,175 $110,055 XF Value $1,164 $1,176 $1,188 Market Value $322,209 $314,700 $315,592 Assessed Value $248,784 $243,667 $238,656 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $73,425 $71,033 $76,936 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note�,Not ,-W benefits are applicable to all Taxable Values (i.e. County, School -Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT 13 & W1/2 LOT 14 BLK 132 LOT SIZE 75.000 X 124 COC 26448-2188 06 2008 3 Generated On : 6/8/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $198,784 $193,667 $188,656 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $223,784 $218,667 $213,656 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $198,784 $193,667 $188,656 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $198,784 $193,667 $188,656 Sales Information Previous OR Book - Price Qualification Description Sale Page 28557 03/29/2013 $280'000 Qua] by exam of deed 2331 27471 10/21/2010 $102,550 Affiliated parties 1329 26726- Financial inst or "In Lieu of Forclosure" 01/05/2009 $212,000 0079 stated 26448- Sales which are disqualified as a result 06/01/2008 $0 2188 of examination of the deed 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 http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 6/8/2018 \5�\ :® a 1`a Specialty Engineering Consu#ants, Inc. - p n \' 5 1599 SW 30 Avenue, Suite #20 ` -' Boynton Beach, FL 334326u aFL. CA #009217 h� 1 V (mph) 175 1610 FBC for HVHZ, or Fig. 26.5-1a Risk Catcgory 11 Tablc 1.5-1, pagc 2 E.P..c C Sauon 26 7 Kd 085 Tablc 26.6-1, page 250 KA 1 Figwc 26.8-1, page 252 GCpi 0.18 -0.18 0.55 Pa`h 0fmof 3/12 14.0 degas th,ta 14.0 dcgrea 0 Arm of 40.1 40.1 38.8 38.8 38.4 Q 15 -43.4 1 -5 -42.2 1 -51.3 41.8 - __jU, 40.6 39.3 39.3 38.9 16 -44.0 -54.4 -42.8 -52.0 -42.4 41.1 41.1 39.8 39.8 39.4 17 -44.6 -55.1 43.4 -52.7 42.9 41.6 41.6 40.3 40.3 39.9 18 -45.1 -55.7 43.9 -53.3 1 -43.5 42.1 42.1 40.8 40.8 40.3 19 45.7 -56.4 44.4 -54.0 -43.9 42.6 42.6 41.2 41.2 40.7 20 46.2 -57.0 44.9 -54.5 44.4 43.0 43.0 41.6 41.6 41.2 21 46.6 -57.6 -45.3 -55.1 -44.9 43.4 43.4 42.0 42.0 41.6 22 -47.1 -58.1 45.8 -55.6 45.3 43.8 43.8 42.4 42.4 42.0 23 -47.5 -58.7 46.2 -56.2 -45.8 44.2 44.2 42.8 42.8 42.3 24 -48.0 -59.2 -46.6 -56.7 -46.2 44.6 44.6 43.2 43.2 42.7 25 48.4 -59.7 47.0 -57.2 46.6 45.0 45.0 43.5 43.5 43.1 26 -48.8 -60.2 -47.4 -57.6 47.0 45.3 45.3 43.9 43.9 43.4 27 49.2 -60.7 47.8 -58.1 47.3 45.7 45.7 44.2 44.2 43.7 28 49.5 -61.2 -48.2 -58.5 47.7 46.0 46.0 44.6 44.6 44.1 29 _ 49. .9 44.9 44.4 l ;01 !? 1. 1 s I _M 3 62 1 4 m S"lolt s Vi Ii: .4e ALI--ROVED BY _ I DATE ZC,' l-�,G DCP N-DG DEPT L SL?_E T T Q IMPU&NCE V\,j ,4 V� -ERAL C') 7 I.l'I ES AND �r ULATIC'^'S Wind Velocit- kn South Florida Dadc Bmwrd 156 Pahn Bach Risk Cu 1 165 156 Low risk to homes f , shods Risk Ca 2 175 170 170 Sin Ic Farm Raidaxa Risk Cal 38A 186 I86 180 Essc ai it FacilMm 1 Charts rovide wind ressurea based on the mean roof height. And ah_all rot exceed 00'-0". _ Des n ress . are for an enclosed builindi shutters or other impact resistance protection r ered . 2 3 User shall det-.. the mean roof heght, (Eava height + Roof Peak 4 End zone distance a the lessor of 10% of le N, 10% of widN, or 40% of the mean roof he' lot eM rot less then 3'-0" 5 If 50% of a wrseM'• n a pnrticutar zone thenthat toes nent a considered to be m zone with Ne ma' of Ne area. If uestlomble then lace r Zone 5 e Each toes nem, window, door, mullion has a tributaryarea that a arm to be used. Area of toes is to rounded down but shall not be leas than 10 sf. For NOA's that uie a Kd+1.0 then multi the values listed herein 1.18. 7 8 Wind pressures are based on Alkwrabla stress des n 9 Design assures listed herein are valid for E sores B and C and urs D. max roof height 30' 10 Charts and values listed herein are onlyvalid when signed, dated, and sealed Ca M le, PE #50214 or Mark LeBlanc, PE #15083 or Adam D. LeBlanc, PE#77012 11 12 Wind d n assures are cakwlated'n accordance wkh ASCE 7-10, Method 2. Ths calculation a vadd for FBC 2014 5N edition and 2017 &h edition J No reduction a taken for slopes less than 10 degrees, Ara ofoomponer, Area of Ponce Arco of nm Ara of � Arcs of Arm of rea Aof Arcs of 0sf 15.Osf 300 35.0 sf 400sf _ 45.0d 50.0 sf 55.0 sf 600 f 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 38.4 -50.6 37.9 -41.4 37.9 -49.8 37.5 41.0 37.5 49.0 37.1 -40.6 37.1 -48.3 36.7 40.2 36.7 47.5 36.2 -39.8 36.2 -46.8 35.8 -39.4 35.8 -46.0 35.4 -39.0 35.4 -45.2 35.0 -38.6 35.0 44.5 38.9 -513 38.4 -42.0 38.4 -50.5 38.0 41.6 39.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 1 -40.7 37.2 -48.2 36.7 -40.3 36.7 -47.4 36.3 -39.9 36.3 -46.6 35.9 -39.5 35.9 -45.8 35.4 -39.1 35.4 -45.1 39.4 -51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 39.9 -52.6 39.4 43.0 39.4 -51.8 39.0 42.6 39.0 -51.0 38.5 42.2 38.5 -50.2 38.1 41.8 38.1 49.4 37.7 -41.3 37.7 -48.6 37.2 -40.9 37.2 47.8 36.8 40.5 36.8 47.0 36.3 40.1 36.3 46.2 40.3 -53.2 39.9 43.5 39.9 -52.4 39.4 43.1 39.4 -515 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 41.8 38.1 -49.1 37.6 -41.4 37.6 -48.3 37.2 41.0 37.2 47.5 36.7 40.5 36.7 -46.7 40.7 -53.7 40.3 44.0 40.3 -52.9 39.8 -43.6 39.8 1 -52.1 39.4 43.1 39.4 -51.3 38.9 42.7 38.9 -50.5 38.5 42.3 38.5 -49.7 38.0 41.8 38.0 48.9 37.6 41.4 37.6 48.1 37.1 41.0 37.1 47.2 41.2 -54.3 40.7 44.4 40.7 -53.5 40.3 44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 43.1 39.3 -51.0 38.9 42.7 38.9 -50.2 38.4 42.3 38.4 -49.4 38.0 41.8 38.0 -48.5 37.5 41.4 37.5 47.7 41.6 -54.8 41.1 44.9 41.1 -54.0 40.7 44.4 40.7 -53.2 40.2 44.0 40.2 -52.3 39.7 43.6 39.7 -515 39.3 -43.1 39.3 50.7 38.8 42.7 38.8 -49.9 38.4 42.2 38.4 49.0 37.9 41.8 37.9 48.2 42.0 -55.3 41.5 45.3 41.5 -54.5 41.0 -44.9 41.0 -53.7 40.6 44.4 40.6 -52.8 40.1 -44.0 40.1 1 -52.0 39.6 43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 -42.6 38.7 49.5 38.3 -42.2 38.3 -48.7 42.3 -55.8 41.9 -45.7 41.9 -55.0 41.4 1 -45.3 41.4 -54.1 40.9 -44.8 40.9 -53.3 40.5 -44 4 40.5 -52.5 40.0 -43.9 40.0 -51.6 39.5 -43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 -42.6 38.6 -49.1 42.7 -56.3 42.2 46.1 42.2 -55.5 41.8 45.7 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 -44.3 40.3 -52.1 39.9 -43.8 39.9 -51.2 39.4 43.4 39.4 -50.4 38.9 -42.9 38.9 1 49.5 43.1 -56.8 42.6 46.5 42.6 -55.9 42.1 46.0 42.1 -55.1 41.6 45.6 41.6 -54.2 41.2 -45.1 41.2 .534 40.7 -44.7 40.7 -52.5 40.2 44.2 40.2 -51.6 39.7 -43.7 39.7 -50.8 39.3 -43.3 39.3 49.9 43.4 -57.2 42.9 46.9 42.9 1 -56.4 42.4 46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 45.5 41.5 1 -53.8 41.0 45.0 41.0 -52.9 40.5 44.6 40.5 -52.0 40.0 441 40.0 -51.2 39.6 -43.6 39.6 -50.3 43.7 -57.7 '43.f 47.2 10.3 • -56t8• • 2� •4!•8 •42.1y 055.0 42.3 46.3 42.3 -55.1 41.8 45.8 41.8 -54.2 41.3 45.4 41.3 -53.3 40.8 44.9 40.8 -52.4 40.4 44.4 40.4 -51.61t1111-440- 3s1 I I11 39.9 2f�40 44.1 -58.1 • •43.6 • 47.fs • .6 • -57�• • 4 • i7.1 • �43.1 • •56.) • 42.6 -46.6 42.6 -55.5 42.1 46.2 42.1 -54.6 41.6 1. 5 7 41.1 45.2 41.1 -52.8 40.7 44.8 1..4a.7 `� -52.0 >� �a •4T4dq• • t30}� -5 E, ',( 44.4 -58.5 43.9 47.9 43.9 .57.6 43.4 47.4 43.4 -56.8 42.9 47.0 42.9 -55.9 42.4 5 -5 .01 1 • 46.0 4E9 -54.1 i .4 45.6 41.4 -532 40.9 : -45.1' < ,\ 0.9, •' v -52 3 \ ii 5 1 44.6 S j4-0:5 _ 471.4 '. . ... ..... . . .. . .. . .... . . ... . . .... . . .. . . .. . . . • • • • • • • ••• • • • • ••• • • . . . . . . . . . . `� STATE OF �a V`: //nnnulltt -34P GE . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ... .. .. .. .. • • • • 39•iC 80 3/R • • • • • 72 7/8 X 61 112 • • NOA 18 8;:)O 3 32•778 X 611/2 FL 16736.1 (+/-60) FL 16736.1 35 5/84K461 1i2 • • • DINING I FAMILY T�FL 188X61112 (+h60) 16736.1 KIT 5f£+ S1 l� r � " 3(40 'i11VING ON4 IE�:TH .9)222.09 L cINITRN EXISTING a CD STRUCTURE L ® w 5 L F. l� 36 X 82 3!4 (+75/-85) P21314X823/4 75) -0301.14 NOA 18-0116.03 V p �,-aLA f Gn EEG Lf s .J .(, 9 1/4/2018 Florida Building Code Online —7�4 - •' BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications FBC Staff BCIS Site Map Links I Search FI 'd Product Approval USER: Public User or Product Annroval Menu > Product or Aonlication Search > Aoolication List > Application Detail •d •+ FL # FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 13 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc " • • • • •••• •••••• Quality Assurance Representative Arturo Monteverde • �: • • Address/Phone/Email •••••• 1900 SW 44th Ave • •• • •••••• Ocala, FL 34474 • ; .... ; (352) 368-6922 Ext 221 •' • • • • • • amonteverde@cws.cc • • • • 00000 • • • • • • Category •• •• Windows •••• •••••• • Subcategory •••••• Horizontal Slider • , • • • • • • • • ••••% •••••• Compliance Method Evaluation Report from a Florida Reps tered Architect or Licensedfk.id, so 0 Professional Engineer • • • L Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner 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 - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard AAMA/ W DMA/CSA/ 101/I. S.2/A440-08 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2005 2009 1994 Equivalence of Product Standards Certified By https://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d°/+3d 1/2 1 /4/2018 Florida Building Code Online t Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-871C.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReport871C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-869C.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE Eva IRepo rt869C.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. • • • • • • • •••• •••••• Back Next •••+•• •• • ••••% • •••••• • • •••••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • • • • • • • • The State of Florida Is an AA/EEO employer. Conyriaht 2007-2013 State of Florida.:: Privacy Statement :: AcceSslblll*'Altement R Rehlhs Statemenl• 0000 Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public records req, As dt tot send eAcgoM � • mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please cootect $50487.1395. *Puaivant to Section • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Oepartlnent with an email address If they have • one. The emaits provided may be used for official communication with the licensee. However email addresses are pubic4ecord. If you do not wish LE supply a I%ft@ AP • address, please provide the Department with an email address which can be made available to the public. To determine, If you ire a license) ORd4i diapter 45�, F.S., • please tick here . • • • • • • • • • Product Approval Accepts: • • • • • • • • ®®® — � •• • Credit Card Safe https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIX1aFJrTCXA%3da/o3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: 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 44`h 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 requirements of the 61b Edition (2017) 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. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -IA, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871 C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871 C. • • • • . . .... ...... Limitations of Use: This product: • ...... .. . • May be used up to the sizes and daylight openings indicated in CWS-871C ...:.. ...... • 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 • ..... .. .. .... • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-111?dl�t.. ...... •• • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 114206.1 At ....:. t I have evaluated the materials in these NOAs and find that they comply with the req%rements of the ; e Ed. (2017) 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. �0%*101/1fle, ,NO RE�6y �111, is N s�..•�Q��.. ,,`1��P�.��C Lucas No 58201 Turner = 2017-08-30 : a = 16:09+20:00 ��0 ;, STATE of : 47►z •� 8/29/2017 P; �. �'•�c�••• �•o R �a••'Q�.�` Lucas A. Turner P.E. '�0'�f4NA �;.`�� FL PE #58201 HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1/4' MAX OVERALL FLANGE WIDTH 74" MAX UNIT WIDTH 33' GLASS DLO �{ I I � I I 64 114" MAX FLANGE B HEIGHT I 63' I I I I I I 1 MAX UNIT HEIGHT O I I 58 13116' 1 1 I I I I I GLASS I DLO I al C -- -- C fJ A 5 33" GLASS DLO 36 IS' MAX SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 SECTION VIEWS & GLAZING DETAILS....2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 I✓ 59 9/1 MAX SASH •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 2ZZEMSFd TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDMON INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR W IND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 8200 PVC 3. CONFIGURATIONS: "OX", "XO". HQRZ. SLIDER 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER E300-0TEST AND GLASS TABLES g a w 0 Q D W ASTM 4e0 /09RESSURE Z WJ� 5. 33 STRESS W 0 Z O Z 2_ F 3 } 0 ANCHORAGE: THE 1/3% INCREASE HAS NOT BEEN USED F w kX � 2 IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR Z Z = i Of DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O UO OHO = w ANCHOR CALCULATIONS. Z N Z Z F j 0) ZZ ¢ 00:1 Z5U- U 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT H — OIL Xz Q O W 0 O REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT NORMAL G F p UNLATCHED DURING OPERATION OF THIS PRODUCT, BUT MUST PRIOR TO EXPOSURE TO HURRICANE WINDS AND O } j 3 f Z to d y 00 uj y Iu DEBRIS.NGAGED FLYIN0 CW 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT WF0 W=,y F w 3 USED AT FIXED MEETING RAIL AND HEAD/SILL a w a MODEL DESIGNATION HS-8200.gG �pururp� lDREW 0,�/ 9. THEIES DESIGNATION X AND O STAND FOR THE FOLLOWING: �L8. sly SF X = OPERABLE SASH, O = FIXED SASH No 58201 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR = * : I► LOCATION. 9% STATE OF 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4' FROM BOTH ENDS. - MAX. UNIT SI2-9 :15ESIM PWSSURE FLAYING I IMPACT RATING 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT PA *=1 LucasTurne r 2017-09-22 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 13:58-04:00 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS \ /1 ADE 10/10/13 DWG#: CWS-871 REV.: C SCALE: 1:15 SHEET 1 OF 5 INTERIOR SECTION A -A INTERIOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 8 36) • • • • HEAD IMPAOT I4OOK /WD • :J*B VJAItY In LQCgTIONS • • • • 1" • SECTION C-C ALTERNATE FIN FRAME ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 9 0 0 ••• 0 0 ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) GLASS TYPE A 1:1 7/8' OVERALL 1/8' ANNEALED or TEMPERED 7/16' AIRSPACE 5116' LAMI 1/8' ANNEALED .= DUPONT PVB INTERLAYER 1/8' ANNEALED PURFECT GLAZE'H' SIKAFLEX 552 —1/2' GLASS BITE OUANEX DURASEAL IG SPACER W1� MS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT g z 3 azp F ❑wo aww❑o W zoz I, F- g Fw3}oLL 33= z zxm� oo O OHO �XI-w LU Ocn�Oa�ya z❑ z—mzz�❑m a 00=1zowzOIi0 T a3pw-mo- �qQy I-��z cd W LL(nW�OJ(nF 0- O w P 0 w=wU) as F a 0.3a %%%%%Pr1oRE W No 58201 ". -P 0. STATE OF i. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS AND GLAZING DETAIL AIDE 10/10/13 VG #: REV.: CWS-871 C :ALE: SHEET 1:2 2 OF 5 ITEM PART # IDESCRIPTION 1 H-1497 Reinf. Sash Meet. Rail 2 H-1699 Reinf. S.B.R./S.S.R, 3 H-1836 Meet. Rail, Fxd. 4 H-6052 Sash Top/Bot. Rail 5 H-6048 Main Fr., SH, w/ Fin., PVC 6 H-6050 Sash Meet. Rail, PVC 7 H-6051 Sash Side Rail, PVC 8 H-6049 Main Fr., SH, w/Fig., PVC 9 P3029 Screen Pull Tab 10 P3033 IScreen Spring, SS 11 P3113 Screw Support, PVC 12 P-3218 Screen Frame 13 P3228 Screen Spine, .155 Dia., Bilk. 14 P-4754 Screen Frame Comer Key 15 P-3342 Seam Sealer, SM-5504 16 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 17 P3429 Wstp., 0.270 x .187 back FinS( 18 P3539 #8 x 314" Square TEK 2 Zinc 19 P-4730 #8 x 1/2" Truss PH TEK 2 Zinc 20 P3752 Cap Plug, 1/2" Hole 21 or P-5250 Spring Lock, Impact, PVC 22 P-4779 Roller, Tandem VENDOR MATERIAL Keymark Alum Keymark Alum Keymark Alum Mikron PVC 21 Mikron PVC Mikron 1 PVC PVC FRAME FLANGE-6049 3 3 1/8" 3 5 9/16' L 1/16" 21/B" 1/16' FD(ED RAIL - 1836 Summit PVC FRAME FIN-6048 Hurley r�23/16' 115116"--i 13/16"- s/16' Team Plastic Rubber Alimetal RollForm s IL 7 4 ao Dapa 1 5/8' 1 518" � t FU /16"Allmetal Nylon"rF 1/76' 1/16" L 1/16"Schnee Silicone LLL FrankLowe I Rubber PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPBTM RAIL-6052 PVC FD(ED RAIL COVER - 6063 Ultrafab Fastenal Steel Fastanal Steel U 3/16• M&M Nylon 1• o Interlock SASH MTG. RAIL-1497 M&M Nylon 6. 15/16" 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 3 7!8" t/tfi3/16•1 3/4• 3 � • PLAN VIEW-1999 HEAD IMPACT HOOK- 1999 1/16' S.B.R./S.S.R. - 1498 0 3116• O 1/a" 41 a. 6• -.1 5/8• 7/L T— 36 ' PVC GLAZEBEAD - 6064 5/8J 1/16- PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 24 P-4069 Keeper, Impact, PVC Interlock 25 P-4479 Weep Corer w/ Flap M&M Nybn 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel 27 P-4958 Rotary Lock Sullivan Zinc 28 P-4952 Keeper, Rotary Lock SulMn Znc 29 P-4959 Wstp., 0.420 x .187 back FinSeal, Gn Ultrafab 30 P-4633 Barrel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Reinf. S.B.R./S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook Head Impact Keymark Alum CORNER CONSTRUCTION WINDOW SYSTEMS F6 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD (ALL SIDES) 8200 PVC 1:8 HORZ. SLIDER IMPACT 15 s g z 3 ¢z3 OWO aWFOp w z0? W--� - g aW3}0W3m LL �W I-3�x z z=27d FIXED MEETING RAIL O O F- O = OF z SCREWED TOGETHER WITH U O'n y z IL F N O- OUTERFRAME Z 0 — Z j 0— 1:8 Q —u-20OLLZ 2 PO —E=0— z 2 W LLLn uj 0 JrgW 15/1 6' 1/16' of LL: F Z J-0 a. w 2 � SASH REINF. - 1699 7/16' 34 1/16" ROLLER TRACK - 1776 vz• 1 va•-{ 36 5-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 3/16• 38 38 S 6013 Scm. Adapt., w/ Nib, PVC Mikron PVC • �i .. 1 y • • • hfaF� 1/2" • 11 1/16• 39 S-6014 Scm. Adapt., PVC Mikron PVC • • • •SCREiMSUtPORF�l13 • • PVC SCREEN CATCH - 6013 40 53063 IFixed Rail Coker Mikron PVC • • • • • • 41 S-6064 lGlazing Bead Mikron PVC • • • • • • 1 1/8• 5116• 42 GLASS ISEE SHEET 2 CARDINAL GLASS 39 43 Purfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone • • • • • • • • • • • 1116• • • • • • • • • •• • • • • • • • • • •• • • % • • • • • • • • •• • • • • • PVC SCREEN SUPPORT - 6014 LIN E ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 33 ••• • • • • ••• • • � � � i•i i � i • • • • • • • • • • • •• •• • • • % •• ••• • 0 0 ••• 0 0 7/8' -j 9/16" I 31 v1s" rq GLAZE BEAD -1112 3/8' 1 5/1;6- 3 1/16" PVC ANTI -LIFT - 6005 4� -0 9 STATE OF O% r ' zZ- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 BOM AND EXTRUSIONS AIDE 10/10/13 VG#: REV.: CWS-871 C :ALE: SHEET 1:2 3 OF 5 12 1/2' MAX 0. 6' MAX. (TYP.) 6' MAX (TYP.) 2 4' MAX. (TYP.) 4' MAX (TYP.) INSTALLATION ANCHOR (TYP.) 8' — MAX O.C. (TYP.) 17' MAX O.C. (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 8' MAX O.C. (TYP.) , I I I O I I ^ I I al I I I I ANCHOR LAYOUT - (FIN) WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 3EENOTE 2 WWW.CWS.CC 8200 PVC �—INSTALLATION HORZ. SLIDER ANCHOR"P.) IMPACT 5 z 3 azp F ow0 WHO' w zoz �rzw LL O ~w�}Z0w3= Z Zmm O OHO =�� Z p M_Z~Uo H?LLMp0wZ K a30w—moz w LL wU)owv)w wmwa O CL O wHo W =we}n 0- a i3a 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE `1 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 9/22/2017 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORRO•SLONXgIST4Nj MAT.ERIA` 05 COA4T1NG. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUC FL PE # 58201 P.E. BE PROTECTED TO PREVENT REACTION. • • • •• 1239 JABARA AVE. • • • • • • • • • • • • • 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTU►2€R'S MTFt L AffIO?J INSTRl10fION6 SAND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288pH. 941-380-1574 SPECIFIED IN TABLE 1, SHEET 5. • • • • • • • • • • • • SHEET DESCRIPTION: 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE RQQDUCT AIj4SLjp§pATE. • • NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEWAL! FA;ENERSFOR M14SONR;14FOR WaOD AND METAL. DRAWN BY: DATE: ." • t•" • • • • • • • • • ADE 10/10/13 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE 9PpUERIJ bESIG4FP%Y To?ARCHFgCT ftE!NGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG #: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 C 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDN1h2#0(EjOX WIWDQW$1, FWW&AKo/WDW 300(EXTERIOR DOORS) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHEET 1:20 1 4 OF 5 MIN. EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS MN. EDGE DIST. 1/4" MAX SHIM SEE TABLE 1 SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 V_/�14 MIN. EDGE DIST. MN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE 1 SEALANT BEHIND / FLANGE BY INSTALLERT—f—L 1/4' MAX SHIM INSTALLATION ANCHOR SEE TABLE 1 1/4' MAX SHIM SEALANT BEHIND FLANGE BY INSTALLER O PERIMETER SEALANT MN. EMBEDMENT BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS J ( SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER �g� HORZONTAL SECTION 5 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FSVOSTRKTE TYPE ANCHOR TYPE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCONFLAN OMIMEMFLANGE 17 PCF MIN. 3/16" ITW TAPCON FLANGE CONCRETE (2.85 KSI MN.) 3/16" ELCO ULTRACON• • • • ,• • • 01. FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACO FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON 1 3J8" 7/8" FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCRF • • FLANGE 16 GAUGE (0.06(") MN. STEEL STUD (33 KSI YIELD MN) #1D-16 HLTI KVAKt--�LWEX OR ITW TEKS SELF-DP4LSCkW • • PULL THREAD • • • : T£IRU j(jp0"• •: 116: FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MN.) #10 GRADE 5 SELF-TAPF91NG / DRILLING SCREW ULL AD THRU 0.125" 7/16" FIN 2XMN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1.1/2" 1/2" • • • • • • • • • • • •• •• • • • •• •• ••• • • • •s• • 0 PERIMETER BYINSTALL INSIDE AND OUT MN. EDGE DIST.F SUBSTRATE SEE TABLE 1 BY OTHERS QMEMSW 1900 SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 1/4• MAX S WWW.CWS.Cc 8200 PVC HORZ. SLIDER TIZ SEE TABLE EMBEDMENT IMPACT 8 3 az0 Op Q WF lit PERIMETER SEALANT Z W J O W - BYINSTALLER INSIDE AND OUT 7 W O Z O Z IY F— H R w � >Z. O Of 3 a0 INSTALLATION ANCHOR LL Z O Z 2 2 Q% uj O O � W SEE TABLE 1 U OHO _ � O N� z a~ /n (L SEALANT BEHIND FIN BY INSTALLER Z p 0�— j U HORIZONTAL SECTION 4 K �— LL m O O LL O Z 3 0 F 5 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q F— < Z 0_"� a 3 O N W O(/JWU)OJCn MIF O z- a WF0 CLX a Lu a a3a pNORE E v �'11, T 4i `J,.y16ENS�;�Q Ne 5g201 0' STATE OF :"4/ p� HORZONTAL SECTION 5 BOX FRAME INSTALLATION — HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. r 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS I AIDE 10/10/13 VG #: REV.: CWS-871 C ALE: SHEET 1:2 5OF5 MIAMI•DADE MIAMI-DADE COUNTY 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.miamidade.goy/economy Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 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 right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product 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 F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, 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 (DP) capacity Single doors & Double doors VS locks + bolts, glazing tapes and -water ratings* in sheet 2. Higher DP Single/Double Doors at active leaf require 3-point lock and manUM PItish bo "at fip/bottotn .• 2. Single or double doors maybe mulled with approved clipped mullion or sidelites or trafi*W junder sellarate ;....; approvals), lower design rating shall apply and such installation to be reviewed & apprc ecf by AFfv • •: • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,-oit1, 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 4nd there has•beerl no ch ang e : • 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 r�disidn or cjMig%in the' • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement or 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 Official. This NOA revises NOA # 15-0729.14 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. MIAMI-DADE COUNTY NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files # 14-0303.09/#12-0208.03/#09-0310.05) 1. 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- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 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. (transferred from file # 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. Hf-TI-04-T109`i 2113 01/29/04 tested per ASTM E8-01 signed & sealed by Rafael E. Droz-S 9•1s.E. •••• C. CALCULATIONS • • • + • • 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared re d b icftt o C ed an*1 Y� 4 q 4��. �lg'' sealed by Javad Ahmad, P.E. "'` ""` 2. Glazing complies w/ ASTME-1300-04 & -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 ® (Clear 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. 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. This NOA renews NOA # 14-0303.09, expiring on June 10, 2019. 2. Test proposal # 07-3527 approved by BCCO. Ish q I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 E-1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1116.01 issued to Kuraray America., Inc. for their "Trofosil ultra clear, clear & color PVB Interlayer", expiring on 07/08/19. . . .... ...... F. STATEMENTS . ...... .. . ...... 1. Statement letter of conformance to FBC 611 Edition (2017) and of no'hhtthtial inter8st, :....: prepared by Al Farooq Corporation, dated 12/10/17, signed and sealed%.0Y�avad Ynnad, P.1 .0 .0 0. ...... . .. .... . G. OTHER ...... 1. This NOA revises NOA # 18-0116.03, expiring 06/10/2019. : ' '. . . . . ..... . . . ...... .. . .. . . . . Ish q 1. Chanda, P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 E-2 --------------- SEE SEPARATE NOA FOR TRANSOM RATING AND DETAILS i' r --__ ______ TFUBUTARY END LOAD LOWER DESIGN PRESSURE OF TRANSOM, DOOR OR 11j I II AND ANCHORS TO BE TRANSOM MULLION SHALL CONTROL DESIGN PRESSURE �' 11 I 1 FOR ENTIRE ASSEMBLY 1I II REVIEWED BY AHJ I I 1i_ i_ __ _ - I I` ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZDNE (HVHZ). IBY OR 29Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. IN HVHZ ONE TIME APPROVAL FOR MIAMI-DADE COUNTY TO BE OBTAINED, IN NON HVHZ SUCH PROJECTS TO BE REVIEWED BY AHJ (AUTHORITY HAVING JURISDICTION). � � I I I V S2 m W m V 4 DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 42- O SURFACE APPLIED FALSE MUNTINS MAY BE USED _. 3 I 31 3/4' _ m iW D.L.LOPG. o V 39 1/B. 1 n LOCK OPTION '2' SINGLE DOOR W/ 3 POINT LOCK + FLUSH BOLTS SEE DP CHART ON SHEET 2 LOCK OPTION '1' SINGLE DOOR W/ 3 POINT LOCK •R&DUcrREymp SEE Dp CHART ON SHEET 2 fteN "-46 the ".46 bmfts AageeceW -OI! •p3 TYPICAL ELEVATIONS a•K 2of`7 h•Yer THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. • • • • • SVTTifi•C•(A% NOT RFQLARED. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 v-. �Nsf �''•. •1 No. TOM , May8.2018r "(J STATE Or Z a a i 0 + 9It 4 n A. 5� 0$��+ 0 W� 0IL018 =g LLZy�F, J Zn ( yWaI 3rGWln9 no. W04-01 4 STILE ENDS AT MTG.75 3/4' JF.4% u3+ AT 3" O.C. FRAME WIDTH 1 p SEE SHEET DOOR E2_ 13" MAX. S� MAX. HEAD/SILL FOR QUANTITIES HEAD/SILL O Z J q g CAPACITYr\ CORNERS W II a ----------- o o :0 I � to Don II 010<el N <0Ix E ; I Ooa II I �Cmo Z�Z ill aW7elp �� I' I Z� p IAJ /� it m..� V 0 Q WOf p0� 7 KWUC y 0mIn QWJ<Sm 11 1 J v O Z m 0: m ZZ Z r .0� ji < 1 0O () M N MIX II I C 1a1.�02Z it I U •M o Z W a OW 11 L G.04 z y a U. IZ C N Y rn r-------- ____ -s •aonUCVREVEW MWAI-DADE COUNTY / mZ A°uwA° I�+.._,_CIIL�d3 =. 0 O Y APPROVED MULUONJ z LyAmu Dote 7 SEE SEPARATE NOA n v f -74 TRIBUTARY END LOAD ''4 O AND ANCHORS T BE LEAF WIDTH t LEAF WIDTH I (3) ANCHORS LAT MTG. STILE ENDS I AT Y O.C. INTO CONC. LOCK OPTION '2" u DOUBLE DOOR W/ 3 POINT LOCK 4 RUSH BOLTS u SEE Dp CHART ON SHEET 2 i TYPICAL ELEVATION • • `o o m a •• ••• •• • • • •• ``11�:t�tY�rr 70502 • • •• • • •• • • • =TT 148,201TH�� • • • • •• • ®'•.• STATE OF drawingno. Roamt".• W04-01 J • • • • • • • • • • • • ' T��sheet 1.laf 5 L I / I / �- 11 \ II I / IN-Acy7NE \ ACTIVE / \ LEAF � LEAF II _ \ / I II I I � 29' i t _�D.L. L�, _ OPG. I.L 38 3/8" OPG. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. (+) INT. (-) 3/6 2 6 3/0 3/6 7/0 75.0 1 85.0 75.0 75.0 75. 85.0 85.E . _8b.0 75.0 I B5.0 75.0 95.0 2/6 3/0 3/6 8/0 75.0 75.E 75.0 95.0 85.0 05.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 3 POINT LOCK SYSTEM AT ACTIVE LOCK 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON NTERIC 1-1/4' X 1/4" X 16-1/4' LONG ATTACHED WITH (2) /8 X 3/4' SMS HINGES SINGLE DOORS; TWO-HANDED COMB FLING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEM AT 6% 12', 35% 63-1/2' AND 92-1/2" FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE I GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) 1 INT. (-) 2/6 3/0 3/3 6/8 100.E 1 140.0 100.0 140.0 100.0 140.E 2/6 3/0 3/3 7/0 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 8/0 100.0 140.0 100.E 140.0 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. LOCKS SINGLE DOORS: (OPTION /2) MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART /02181 ATTACHED WITH (4) #10 X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4' X 1/4' X 16-1/4' LONG / I \ / I \ I \ I / DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE lGIASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. (+)I INT. (-) 5/0 6/4 B/9 75.0 75.0 75.0 75.0 5/0 6/4 7/0 75.0 75.0 75.0 75.0 5/0 6/4 B/1 75.0 75.0 -i 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REWIRED. LIMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS DOUBLE DOORS: (OPTION /2) A[`TTF r rAF: MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 002181 ATTACHED WITH (4) IS X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. ITEM / PART 0 REQD. DBSCRIPTiON MATERIAL MANF./SUPPUER/REMARKS 1 ER006 AS REOD. DOOR FRAME 6063-TS __ 2 3 ER012 AS REOD. DOOR LEAF 6053-T6 - _ - 1/ LEAF DOOR BASE BOARD 6063-T6 4 _V21566 VZ-1483 1/ DOOR FRAME SILL 6063-T6 - 5 - 1/ DOOR SAL BASE 6093-TS - 6 VZ-1481.._ AS REOD. ASTRAGAL STILE 5063-T6 - 7 VZ-1535 4/ LEAF GLAZING BEAD 6063-T6 - _ 5 2801 AS REOD. GLAZING GASKET EPOM DUROMETER 7535 SNORE A - 9 - _ 1001/50 1 1/ CORNER 4/ LEAF SHEAR CUP _-T6 - 10 CORNER KEY ALUMINUM MONTICELLO 11 00600X TINGES ALUINUM GIESSE 12 /10 X 3/8' 4/ HINGE HINGE INSTALLATION SCREWS - PH MA04K SCREWS 13 - As REOD. AS REOD. I BULB wSTRIPPING - - 1♦ /10 • 2' ASSEMBLY SCREWS - HH SELF DRILLING 15 /12 X 1-1/4 -- FRAME ASSEMBLY SCREWS SMS ATTACHED WITH (2) /8 X 3/4 SMS • i JYAvaaiE • • • • • • MANL 'P OP�RAtD eONt• 4@D PLUSH BOLTS AT HINGES SINGLE DOORS: • • ToS.D p8jOM*.DF:-C:%•:EA/ gART #02168 TWO-HANDED COMB HING • ATTAQIIED•WITiI (441 /t X d-1i2" SMS* EXTRUDED ALUMINUM BRIDGE 2 • • I • • • • • • • • • • BY 'GIESSE' HINGES DOUBLE DOORS: (7) PER LEAF AT 7/0 AND BID DOORS TIME-HµDED COMB HING AT 3', 9' AND 26-3/8' FROM EXTRUDED ALUMINUM BRIDGE 2 TOP AND BOTTOM. ONE AT MIDSPAN • j •�,'CIESSE• • • • • • • (6) PER LEAF AT 6/8 DOORS • • •(5) PER • • • • • AT 3'. 9' AND 26-3/8' FROM • • • SAT 6� 1 6- 1/2' ANLT • • • • TOP AND BOTTOM • • •:2-1/2 eF TOR•qF b&R • • • • • • • •• • NOTE TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16' HEAT STREN'0 MASS 090' Interlayer Tr0slfol PVB IBy 'kuraray America. Inc.' r3/16' HEAT SIREN'D GLASS SILICONE _ ` r GE SCS 2800 = SILGLAZE II 2 HEAT STREN'D GLASS .100" lnterlwer SwAryGlas By 'Kuway America, Inc.' , 3/16' HEAT STREN'D GLASS SILICONE GE SCS 2800 SILGLAZE II GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS 9vOwCrlWvt3o wt Cale A - We *Ne -III •D3 RAPireNY• Bu4 / Predeel Ge14ei NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 __ A Z q h 0 Q ,gM M gRag a LL 15 fills n e� • i3F.kNSE •••• o NO.73W2 6'I a I I II .y 8,20l W 'N(�•w TE OF At (drawing no. .9"•.• oa�o�. � I W04-01 �J (B F_ y. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACINGc tBY TYPICAL ANCHORS WOOD BUCK SEE ELEVATIONS FOR SPACING W Y TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE Z • q o <4.11 rn EDGE DIST. ggq� F . • EDGE Y EDGE ¢F i fop O aZ 130 � ❑ t � � �I�i W� � V OKj eNi � N 1^I •Y/� yyy� Nd :S HOLES PLUGS SEE SEPARATE NOA FOR TRANSCO RATING AND PETALS I I� �I O © Ij j1 iC 1 T 13 SEE SEPARATE COUNTY W I APPROVED MULLION SEE SEPARATE NDA �l (SEE Dp LIMIT NOTE IN SHEET 1) 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING SPACING TYPICAL ANCHORS W • SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH Q a E �I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND Y - 41, r.. ,. o n TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING d0!nf-1'J7F_p1�"LTRACQN BY ' (Fu-177 KSI, Fy-155 KSI of INTO 2 w n 1-1 2� MIN PQ HEAD/JAMBS) v Y1 M �'a BLOCKS THRU IBY B7EMBED =BLOCKS 1-t/4' MINTE (HEAD/JAMBS)�3"-oMIN J ! i c fY 1` JC DIRECTLY INTO CONCRETE OR BLOCKS 3 a g 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) S V 1.i a dd 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) O d Z'a- 114 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) ? < O O a 7 N o W O $ INTO MIAMI-DADE COUNW APPROVED MULLIONS a OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8* THK. MIN. (6063-T5 MIN.)I STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) _ •pppUCEpEy1B6i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) CIE H n r rsP•wiN cYs Fri'' c' o o z O3 CRRNAL EDGE DISTANCE c o c c = J8 X 1/2- SMS aK$ �p}uj INTO CONCRETE AND BLOCKS - 2-1/2' MIN. g d $I 3' FROM ENDS 1 INTO WOOD STRUCTURE - 1" MIN. AND to' D.C. MAX. 1L1. Cyrr INTO METAL STRUCTURE - 3/4" MIN. (4) 112 X I- SMS • • • • • • • • • WOOD AT HEAD OR JAMBS SG - 0.55 MIN. _ AT 2' O.C. MAX. e • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. a 2 o AT CENTER OF SILL • • • • • • • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. m o W ILL 090 • • • • • • • • • • 11i11 t1i11t 7 ' 13 REDD. AT 5 c DOUBLE (XX) DOORS `♦ P ��. '•v �� •I ONLY w =_-_- • ••• •• ••• • • may' •�� ! TDI a. II • • • • • • • • •7CM o n ' • • • • • • • • • • • H J 1t , S� � u � � � ' I L • • • • • • • • l J • • • • ••• • •• May8,2016Y= SEALANTS' 0_TA?EOF �+ drawing9 no. m ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ..s AIOR- • • • • • •ADSEL jV TE4NA 50Z29 SEALANTS. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL FOR MWMM-DADS COUNTY APPROVED MULLION SEE SEPARATE NOA SINGLE DOOR 1/4' MAX. SHIM SPACE METAL OD STRUCTURE I / TYPICAL ANCHORS SEE ELEV. FOR SPACING . % EXTERIOR F Ti i — -- • • • F"E WIOFH • • • • • • • • • • • • DOUBLE DOOR • ••• •• ••• • • . . . .. . . . . . • • • • • • • •• • • • • • • • • • • • • • ••. • • • • •.• • • • .• .. . . . •• •. ..• • • . ••• . • 1 /4' MAX. •RMUC F AEVMW y4U I� Of d � OtH�+ 0 c W ..4 Oag, q8 i 'A W 7 LL ZN- n f ANCHORS W f f Y. ACING F4 �a �m m OV O v z W F- .` w > O � t 4 p0p C N y 0 •z — � I 0 0 O z G v 0 o m w w O a TYPICAL ANCHORS c o - F, SEE ELEV. g o 0 0 FOR SPACING PO All, i �'J�b 70692 `•• ' f j May 8,201OX-- ' 3 01, 12 r rawing no d.1 p^.!2oTnar_��: W04-011 3.937 - j .070 i 1.634 1.815 I _ 1.772--! J DOOR FRAME 2.819 • - 2.047 0 DOOR LEAF 1.772 —1 .067 - 3.937 3A77 rl 2.921 O DOOR BASE BOARD C �- - —L 059 ' 1.417 .571 I o-1,772 �I 4 FRAME SILL 4 2.000 1.000 .094 C SILL BASE 41 1.1113 .080 .238- M 1.043 s L SHEAR CLIP Y 2.402 —1 1.764 .063 - 1.906 • • • • • • • • • • • • • • • • • • • .744 - .591 ASTRAGAL STILE • • • • • • • • • • •• • • }E,,• CQffifR • �G- ••• • • 1.000 • •• • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • .846 1 .050 T— 1 ---+I 1.201 GLAZING BEAD • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 •20buC r REVIUS • �dl1+t Mt6 at fbnW tea[ Cant 4\CENBF f clay 8,20l8�� sAaj TE OF E z drowing no. MIAMI•DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eurotech Industries, Inc. 4201 NE 12" Terrace Ft. Lauderdale, FL 33334 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 right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product 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: Series "Sidelite/Transom" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W04-14, titled "Alum. Sidelite/Transom Windowt'(r.➢r1.I.)", sheets 1 through 4 of 4 dated 02/24/04 with revision E dated 01/31/18 re ared- �11•Faroo i J��tto oration • 0, • g > P p 12X q?..� . signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Produrt.CaUrol RdVi$1o4 stamp. . 0 ; with the Notice of Acceptance number and expiration date by the Miami -Dade Cexx;)b Product Control . ..... . Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • ...... . .. ..... LABELING: Each unit shall bear a permanent label with the manufacturer'q •riatae or logeg-•city, ste4a,• •. model/ series, and following statement: "Miami -Dade County Product Control gppCftd", unless otherwise . . . . . noted herein. • ... • • ...... RENEWAL of this NOA shall be considered after a renewal application has b8an Tiled and there has lit t 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 Official. This NOA revises and renews NOA No. 15-0416.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. ..�' NOA No. 18-0301.14 QMIAMI-DADE COUNTY s p ► Expiration Date: June 10, 2024 �411il P Approval Date: April 19, 2018 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0428.04) 2. Drawing No W04-14, titled "Alum. Sidelite/Transom Windows (L.M.I.)", sheets 1 through 4 of 4, dated 02/24/04, with revision D dated 02/27/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI-03-1331 and HETI-03-1365, dated 01/15/04, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 04-0428.04) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an.alurrginum fj"q • window, prepared Hurricane Engineering & Testing Inc., TestoRcpoit No.. • •: - HETI-03-1882 dated 01/15/04 and HETI-03-1889 dated 02/01704',hd HETI-03- 1890 dated 02/09/04, all signed and sealed by Rafael E. Droz-�ja�. �.E. (Submitted under NOA No. 04-0428.04) *00000 ' • • • " C. CALCULATIONS 90 00 0.000 1. Anchor verification calculations and structural analysis, comma Mg with•FBC Edition (2014), dated 02/27/15, prepared by Al-Farooq �orpgration: •signed sealed by Javad Ahmad, P.E. • D. Glazing complies with ASTM E1300-09 QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ..... 5th • a7 .a.... •••••• F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no financial interest, dated February 27, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0301.14 Expiration Date: June 10, 2024 Approval Date: April 19, 2018 E — 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letter for Test Report No. HETI-03-1331, HETI-03-1365, HETI-03-1882, RETI-03-1889 and HETI-03-1890, issued by Hurricane Test Laboratory, Inc., dated January 15, 2004, February 09, 2004 and February 03, 2004 respectively, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 04-0428.04) G. OTHERS 1. NOA No. 14-0303.11, issued to Eurotech Industries, Inc. for their Series "Sidelite/Transom" Aluminum Fixed Window - L.M.I., approved on 04/17/14 and expiring on 06/10/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W04-14, titled "Alum. Sidelite/Transom Windows (L.M.I.)", sheets 1 through 4 of 4, dated 02/24/04, with revision E dated 01/31/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 006000 1. Anchor verification calculations, complying with FBC 61h-Edition 01/30/2018, prepared by Al-Farooq Corporation, signed and sdalt%by P.E. ..•. .... Ose•:O •... • e (201.7), dated fees* J,Uad:Ahmad, • •O.sO ., Osseo **so D. QUALITY ASSURANCE • • • e • • 1. Miami -Dade Department of Regulatory and Economic Resour;es ZAR) ; • �; • • e E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "Sentrydfas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated January 30, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. NOA No. 15-0416.04, issued to Eurotech Industries, Inc. for their Series "Sidelite/Transom" Aluminum Fixed Window - L.M.I., approved on 08/06/15 and expiring on 06/10/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0301.14 Expiration Date: June 10, 2024 Approval Date: April 19, 2018 E-2 37 1/2' FRAME WID 3 3/4" MAX. 13 NCORNERS 2 F II 11 U. ---Yr-- 11 11 C I I I I m O II u 11 .t 74 0 J}jFI/ u II n n ir II B i 2 SURFACE APPLIED 37 1/2" FALSE MUNTINS FRAME WIDTH MAY BE USED 3 3/4' MAX 13 1/2' HEAD/ CORN SILL I Z CORNERS F-----___=== I II II I I II I 11 / � � II 1 11✓ / II I �( I II 1 11 II 1 II \ ---ter--- I I:SFF SEPARA NOA I B II 1 I FDR DOOR I I RATING AND DENILS 2 ;I 1 1 ------------- 3 3/4' MAX. HEAD/SILL CORNERS S2 d {= � W SURFACE APPLIED FALSE MUNTNS- MAY BE USED 27 t/4' m NOTE: D.L OPG.o GLASS CAPACITIES ON THIS SHEET ARE 3s s/6' BASED ON ASTM E1300-09 (3 SEC. GUSTS) LFAr WIDTH �' LEAF H1oD1 AND FLORIDA BUILDING COVMISSION TYPICAL DECLARATORY STATEMENT OCA05-DEC-219 L T O3I W D W INGLE UNITS OR IN COMBINATION WITH MIAMI-DADE COUNTY APPROVED PRODUCTS S[DEIffE UNTfS USING APPROVED MUWON N BETWEEN. LOAD CAPAC117 - PSP LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL lali HEIGHT F] T.(+) TNT.(-) WILL APPLY TO ENTIRE SYSTEM. DESIGN UNIT WIDTH U 24' 30 36" 42' 60" 75.0 75.0 75.0 75.0 75.0 75.0 6 .0 24 30' 36" 42' 84• 75.0 7 75.0 5.0 75.0 75.0 67.0 67.0 24' 30" 36" 46• 75.0 75.0 75.0 75.0 75.0 75.0 24' 30' 1�, 75.0 73.0 75.0 75.0 24' 30' 120' 75.0 75.0 75.0 75.0 24" 132- 75.0 75.0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST 8- DESIGNED AND NSY•LEgK'•CUI�EL1•TO TOANSFW AFPLIE1)bW000CT LOADS TO THE BUILDIN• STRUCTURE! • • • •• a • • ANCHORS SW�11•Q� CORRg1�, SFb OV BEFALLS AND INSTALLED P U N EMBENf TO BASE MATERIAL SHALL*9j EY!•+N�� 0 S51 C 0. • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NDN-METALLIC AtD NON -COMPRESSIBLE. MATERIALS INC UOING NOT LIMI�TE� EfAL SCREWS, THAT COME R4T0 fltT�M1fTT OTHEDSSIM i TERIAL.S_ H mgEr _DHARDS. R£OUIREIJE E. 2017 FL BL CODE & •ADO: THIS PROOUCT•APPROA•L IS •EiWlC•AND WES NDT PWAME40WWIAATION FOR A SITE 46PE•IFIC R RWECT, L& LIFE SA�i( OF THIS WOMCT,•ADEQUACY OF STRUCIURIP RECEIWIG THIS PROIDUCT Alb SEAUNG•AROUND WENING FOR WATER INFILTRATION RCSISTANCE CTC. CONDITIONS NOT SHOWN N THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BULDING OFFICIAL. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 76' IE WIDTH 13 1/2" tl It T1_�/ _IT____T____ I 1- n n P li l 65 3/4" D.L OPG 73 1/5• EAF WIJT TRANSOM UNITS DESIGN LOAD CAPACITY - PSF UNIT WIDTH UNIT HEIGHT EXT.(+) INT.(-) BD' 66' 72" 78' 84" 90• 96• W. 75V 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 W 66' 72" 78• 84" 90' 33" 72.1 72.1 72.1 72.1 72.1 72.1 72.1 72.1 72.1 72.1 72.1 72.1 BO' 66" 72' 78" 84' 42" 67.0 67.0 67A 67.0 67.0 67.0 67A 67.0 67.0 67.0 W. 66' 72' 78• 45" 62.5 625 62.5 62.5 62.5 62.5 62.5 623 0 F• M W O�ia'n v � si ei J a 0 It 1sp 0a 3 N JOJ Q WLL q � M Qwmi� O J o • z C M o - p 3 pn 4 In m mEn En L v Q F O � L U. p o L W d R u oz�n W-t0r SIDEUTES/TRANSOMS ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FEB 2 12018 PRODUCT REVISED as comp I11�tgB with the Florida Building odi NOA No. 18-0301.14 Expiration Date_"/10/2024 BY Miam roduCt Control 21211 p, p", � 1 I 705M $i ITE OF (yw� drawing no. TYPICAL ANCHORS FOR SPACING 3 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY WOOD BUCK EDGE 1 � N WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 6' HEAT STREN'D GLASS 090" Interloyer B`>y*Ku ka Kuroray Amerle°, Inc.' 3/16' HEAT STREWD GLASS SILICONE _GE SCS 2800 1 SILGLAZE 8 AT 1 /4 POINTS ON UTES tlA IIII 9 "DER THAN 36" ONLY GLAZING DETAIL • ••• • • • • • •• • • X • 00 7 � A ° �ZO. °• • ••^ S ATIO • • • • • • FO SPACING • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 5 fO�V g O q 11LW1-DADS COUNTY APPROVED MUWON R MULLION ANCHORS SEE SEPARATE ; a EDGE DIST. Ca $ G CY o G L va C, 0 Q TYPICAL ANCHORS 0 O p ei OA FOUR SPACING ya u�1 B7 R Z 9 (Fu-125 KSI, Fy-100 KSI) Y• 55 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD HEAD/SILL/JAMB: HRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ji;�4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SE1F-DRIWNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANNTED) INTO CONCRETE AND BLOCKS - 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. S81 OR JAMBS t'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. FEB 2 12018 PRODUCT REVISED as n,complg no with the Florida NC�e. 18-0301.14 Expiratbn Daty� /2024 my mis-tZmae or uct Control ATE OF drorinq no. ...... W04-14 1/4" MAX. SHIM Ir �I •1/4�� I TYPICAL ANCHORS SEE ELEV. FOR SPACING TIEIE / PART / I RBgD. DESaWrION MA72IQAL Y1M./59PPflER/RE111BES 1 ERO06 AS REOD. SDCTTE FRAME 5063-T6 - 2 ER012 AS REDD. SDEUTE LEAF 6061-T6 3 V21566 1/ LEAF SIDEUTE BASE BOARD 5063-T6 4 VZ-1535 —4/LCAF C A21M0 BEAD Sao -To - 5 2801 AS REOD. IiALNG GASKET VINYL - 6 1001/50 1/ CORNER CORNEA KEY ALUMINUM MONTICELLO 7 SCS I'm AS REOD. SDEUTE LEAF SEAIANf SILICONE GE B /12 % 1-1/4 - FRAME ASSEMBLY SCRETVS - SMS 9 - 2/ LtfE SEfTNG BLOCKS EPDM DURDMEfER 60t5 SHORE A MIAMI-DADE COUNTY APPROVED MULLION- O SEE SEPARATE NOA \ •.... .•.' �•:h'••. EXTERIOR D.L.O. • ••i •• ••• j • • • • •• • • • • • LEAF WIDTH • • • • • • - • • • • • .. .. .. .. ... "RWF VAOTH • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BUCK AL ANCHORS a-Ev. PACING ------------- SEE SEPARATE NOA FOR DOOR RATING AND DETAILS ORS FE8 2 1 2Q18 PRODUCT REVISED as eomplV.7 with the Florida ne Coodde NOA-Na 18-0301.14 NOA- EnpEratEon on" 06/1012024 NFiemt-Dade ! dro�trol i Z i °IL "R a N Qacg � N O Qg2LL 6 LLzoE � n � q 3 n on "o �� 0 0 v't"m v o V Lo O Qv✓ Z 0 N j ` O 'a m W a0 r` 12 )P''�NCF'••.. � '� I 9 I a < OF ', � drawingo no. 0 3.937 .070 10 I ® z qe 1.815 1.634 10 y 2.658 � s7�i Z a ,.nz� / o A OO SIDELITE FRAME ,.77, ff O < g 1 1 I LL=oi�o 2.830 j Q �j E 3.573 .070 I 2.819 I o ,A24 3 a 33� m 2.047 C M O SIDEUTE LEAF a on M x 1.772— FRAM= TOP/BOTTOM CORNER c 14 O C N i w / 41 d tl OZ o^ .007 3.937 � 1 77 2921 j 7 N 0_ W a O r O pi. O SIDELRE BASE BOARD 8 ,.000r v xI� a .845 O50 1.016 �i 1.70t • • • • • • • • I'm ^I `. F )e <m�a GLAZING BEAD • • • • • • • • • • • • • •LE • •1Ur�I"7 ': '' cFrlsF'••. • • • • • • • • • • • PRODUCT REVISED _ � g •s comp -1th the Flerlds - ; Sf" - • • • • • • • • • rylt�y �S g • • • • • • • • • • Building Cods x • • • • • • • •• • • NOA-No.ra18-0301.14 • • • • • • • • • • • h (y- • • • • • • • Expitbn Date 06h 0/2024 OF drawing no. • . OR101"..-;'. �2` ....`. W04-14 Mhm uct ontro 77rri0NA1.%,%N sheet 4of 4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADE COUNTY 1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy RC Home Showcase, Inc. 16115 NW 52"d Avenue Miami, FL 33014 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 right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product 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: Series "ML-100" Aluminum Tube Mullion — L.M.T. APPROVAL DOCUMENT: Drawing No. W04-05, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 05/02/04 with revision G dated 03/01/18, 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 Resistant • • • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer'��V;Uje or logo, city, slate,•, model/series, and following statement: "Miami -Dade County Product Control App;9ved", ynless othertM9d ; noted herein. • .... • i • • • • • ..... RENEWAL of this NOA shall be considered after a renewal application has beWfil ed an$ there has Ne'n • • he to t••• •••• • • no change in the applicable buildingcode negatively affectingthe performance oJt. 1% product. . TERMINATION of this NOA will occur after the expiration date or if there has been a relisioior chamge00000 • in the materials, use, and/or manufacture of the product or process. Misuse of this NQA as"an endorserogut.: of any product, for sales, advertising or any other purposes shall automatically terminate this %0A. 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 Official. This NOA revises NOA# 15-0512.23 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. � � 19) NOA No. 18-0222.09 MIAMI DAD` eouNn4 i 1 Expiration Date: August 19, 2019 Approval Date: April 12, 2018 Page 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0608.05 and 09-0128.14) 2. Drawing No. W04-05, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 05/02/04, with revision F dated 04/16/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4024, dated 01/14/04, signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 04-0608.05) 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 along with marked -up drawings and installation diagram of aluminun'i' fixed and casement windows mulled together, prepared by Hurricane: Fpgi-peering;,; Testing Inc., Test Report No. HETI-03-1346, dated 09/16/03, signedand.sealed'by*Rafael &..:. Droz-Seda, P.E. (Submitted underAA&A No. 0410608.Ofl...; C. CALCULATIONS 1. Anchor verification calculations and structural analysis, c(W�ying vNi� ;r-BC Edition (2014), dated 04/13/15, prepared by Al-Farooq Cor�,.si$ned and sealed by Javad Ahmad P.E. . . . . ...... D. QUALITY ASSURANCE •• '" ' ' 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5` Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Sifarig Zhao, P.E. Product Control Examiner NOA No. 18-0222.09 Expiration Date: August 19, 2019 Approval Date: April 12, 2018 E-1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letters for Test Report No. FTL-4024, dated 01/14/04, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 04-0608.05) 3. Laboratory compliance letters for Test Report No. HETI-03-1346, dated 09/16/03, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 04-0608.05) G. OTHER 1. Notice of Acceptance No. 13-1112.16, issued to R.C. Home Showcase, Inc. for their Series "ML-100" Aluminum Tube Mullion — L.M.I., approved on 12/25/13 and expiring on 08/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W04-05, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 05/02/04, with revision G dated 03/01/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None •••• C. CALCULATIONS • . . .... 0 ...... 1. Anchor verification calculations and structural analysis, comply ng -Vying-tBC Ern Edition (2017), dated 02/26/2018, prepared by Al-Farooq CdJTdration,"sjighed ah'd" sealed by Javad Ahmad, P.E. • , • • ; • • • • ; .... . ..... D. QUALITY ASSURANCE ...... . .. .....• 1. Miami -Dade Department of Regulatory and Economic Resouroe's•(►If ER) • • • • • • • • • • • •••••• • < . E. MATERIAL CERTIFICATIONS • • • • • • I. None. .. ...•.. •• • .. . • • F. STATEMENTS • • • 1. Statement letter of conformance, complying with FBC 6` Edition (2017), and of no financial interest, dated February 26, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.23, issued to RC Home Showcase, Inc. for their Series "ML-100" Aluminum Tube Mullion — L.M.I., approved on 02/11/16 and expiring on 08/19/19. Sifang Zhao,/, P.E. Product Control Examiner NOA No. 18-0222.09 Expiration Date: August 19, 2019 Approval Date: April 12, 2018 E-2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULUONS USING MULUON PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (STH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E. WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. TYPICAL 4.000 6.000 III J I TUBULAR SHAPES 4=-2000—= ALLOY = 8063-TB •• ••• • • • • • •• INSTRUCTIONS: i i•• 0 USE CHARTS MID GRAPHS AS FOLLOWS. • • • • • • • • • • • • • • • • • • • • • • • STEP 1 DETERMINE DESIGN LOAD REOLNRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTIOV TO MULLION AS PER PRODUCT • • • •: • 000 •: • •• • APPROVAL • • • • • • 000 • • • • • • USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH • • • • • • • • • • • HEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • • • • 000 • • • • • IN STEP 1 ABOVE. • • • • • • USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS STEP ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED N STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING MAR 12 1019 PRODUCT REVISED Ac NeFbdde aa 8y Mf;w AobttL Cucihol �v Z q Qrg O_F MIL F W � d'0 �$r O uwi�`P OG�q� O L O 04 Q: ZJOJ a W 7 LL G J 0 tD zm aWGlg� � a 9 p� drawing no. M04-05 ••• 0 0 0 000 0 0 �I.000-{� 125 I I 3.000 .125 1A00 129 .125 4.000 �2'��•125 .125 4.000 r L500 + 4.500 .188 590 �+ 2.000---l� 1 6m .725 �2.000250 6=0 .250 �lu Z F q A f �- 2 oo`g L 7 H a 4, g 0 0 0 a c ep 0 Q4q� N O 9WZt<i6 01_0 302 C Q W A f Iz CY'4 SI M�3 � 0.950 0.634 1 X3 STD. MULLION 6083-TB Ii IN'4 Sz ql"} 2.037 1.Df9 1 X4 STD. MULLION 6063-T6 Iz IK'4 Sz Rl'•S 2.976 1.488 2X4 STD. MULLION 6083-T0 Iz IN'4 SI I 6.659 28 8 1-1/2X4-1/2 CUSTOM MULLION 6063= 6 Iz IN"4 Sz IN"J 8.276 2.759 2X6 STD, MULLION 6063-T6 Iz 8f•4 Sz IN•'3 15.203 5.068 2X6 HEAVY MULLION 6063= 6 (n Z j 2 n e o c OD .125 2.DD0 IL F-2.000� .730 .125 2.125 I I` 1.730-- 124 2.125 I I m j Z I J Q U O 4 3< VI) N M m 'nM ?z n O Z I` n 2: n EW � r i 1-3/4' MIN POR 3' TUDES 2-3/4, MIN ALL OTHERS TOPTIONAL 5.500 NOTCHOPTIONALOPTIONALR�'oucr o 5.500 NOTCH --VISSD/ :b te F�EaOTCH meCode Acaptbnee Wo Eipieelon [k6, . e� ANGLE CLIP 6063-T6 MULLION CL� 6063-T6 • • • : • • • • • • • *MULLION CLIP • • • • • 6063-T6 gy % Ili ii 0 .iiENft 8 = • • • • • • .• 0.0 • • • • • . • ••• • • • • • • • •• • . . • • • • BAR 1 t 2018 Il - 'NP+78592 - i i Q •,_ 1} *� EOP ' (S/: � `S' .!...... n.•¢`��%�',: ONA� j l \�\' `/ 1 '$ a drowing no. M04-05 sheet , 2 of 7 • • • • • • • • • • ••• • • • ••• • DESIGN LOAD CAPACITY - PST (TUNE NIMMONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIPS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X 4 SIN. 2 X 4 STD, 1-1/2 4-1/2 CUSTOM 2 X 6 STD. 2 X 8 HEAVY WINDOW DIMS. 1 X 3 STD. 1 X 4 STD. 2 X 4 STD. 1-1/2 4-1/2 CUSTOM 2 X 6 STD. 2 X 6 HEAVY WIDTH (W) MULL SPAN 19-1/8" 26-1/2" 30' 37" 42" 48" 54' 60" 66" 72' 38-3/8" 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 26-1/2" 30" 37' 42" 48' 54" 60' 66' 72" 74-1/4' 75.3 143.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 54.4 103.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 48.0 91.2 143.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 3B.9 74.0 116.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 34.3 30.0 65.2 57.0 102.3 -89.5 150.0 150.0 150.0 150.0 150.0 150.0 140.7 150.0 150.0 150.0 150.0 150.0 125.0 150.0 150.0 150.0 150.0 150.0 26.7 50.7 79.6 142.3 146.2 _[150.0 112.5 150.0 150.0 150.0 150.0 150.0 24.0 45.6 71.6 128.1 131.6 1 150.D 102.3 150.0 150.0 150.0 150.0 150.0 21.5 41.5 65.1 116.5 119.6 150.0 93.8 149.4 150.0 150.0 150.0 150.0 - 38.0 59.7 106.8 109.7 150.0 19-1/8- 26-1/2" 30" 37' 42" 48" 54" 60" 66" 72" 50-5/8" 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 30' 42" 48" 54' 60" 66" 72' 84" 52.0 110.5 150.0 150.0 150.0 150.0 144.0 150.0 150.0 150.0 150.0 1 150.0 37.5 79.8 117.6 150.0 150.0 150.D 127.2 150.0 150.0 150.0 150.0 150.0 33.2 70.5 103.9 50.0 150.0 150.0 103.1 150.0 150.0 150.0 150.0 1SGO 26.9 57.1 84. 150.0 1500 150.0 90.8 144.5 150.0 150.0 150.0 150.0 23.7 50.3 74.2 150.0 1459 150.0 79.5 126.4 150.0 150.0 150.0 150.0 20.7 44.0 64.9 141.3 127.7 150.D 70.6 112.4 150.0 150.0 150.0 150.0 - 39.1 57.7 123.6 113.5 150.0 63.6 101.2 150.0 150.0 150.0 150.0 - 35.2 51.9 109.9 1021 150.0 57.8 92.0 142.4 150.0 150.0 150.0 - 32.0 47.2 89.9 92.9 150.0 53.0 B4.3 130.5 150.0 150.0 150.0 - 29.4 43.3 82.4 85.1 150.0 19-1/8" 26-1/2' 30• 37" 42" 48' 54" 60' 66" 72' 60" 140.4 150.0 150.0 150.0 150.0 150.0 19-1/e' 28-1/2" 30' 37" 42' 48' 54" 60" 66" 72' 96" 34.8 74.7 109.1 150-0 150.0 150.0 101.3 150.0 150.0 150.0 150.0 150.0 25.1 53.9 78.8 150.0 150.0 150.0 89.5 142.2 150.0 150.0 150.0 150.0 22.2 47.8 69.6 149.4 150.0 150.0 72.6 115.3 150.0 150.0 150.0 150.0 - 38.6 56.4 121.7 125.8 150.0 63.9 101.6 150.0 150.0 150.0 159.0 - 34.0 49.7 105.7 110.8 150.0 55.9 88.9 138.4 150.0 150.0 150.0 - 29.5 43.5 93.4 97.D 150.0 49.7 79.0 123.0 150.0 150.0 150.0 - 26.5 38.7 83.0 B5.2 150.0 44.7 71.1 110.7 150.0 150.0 150.0 - 23.8 34.8 74.7 77.6 142.0 40.7 64.6 100.7 150.0 150.0 150.0 - 21.7 31.6 67.9 70.5 129.0 37.3 59.3 92.3 150.0 150.0 150.0 - - 29.0 62.2 64.7 118.3 19-1/6" 26-1/2- 30' 37" 42" 48• 54' 60" 66" 72" 1. 123.3 150.0 150.0 150.0 150.0 1500 19-1/8" 26-1/2- 30' 37' 42' 48' 54" 60' 66' 72" 10B" 24.5 52.5 76.7 150.0 150.0 150.0 89.0 145.4 150.0 150.0 150.0 150.0 - 37.9 55.3 123.8 137.8 150.0 78.6 128.5 150.0 150.0 150.0 150.0 - 33.5 48.9 109.3 121.7 150.0 63.7 104.2 150.0 150.0 150.0 1500 - 27.1 39.6 88.7 98.7 150.D 56.1 91.8 143.2 150.0 150.0 150.0 - 23.9 34.9 78.1 86.9 150.0 49.1 43.7 80.3 71.4 125.3 111.4 150.0 150.0 150.0 150.0 15DO 150.0 - - 20.9 - 68.3 76.1 139.1 _30.5 _ 27.1 24.4 60.7 54.7 67.6 60.8 123.7 111.3 39.3 64.2 100.2 150.0 1 150.0 150.0 - - 35.7 58.4 91.1 150.0 150.0 150.0 - - 22.2 49.7 55.3 101.2 32.8 53.5 83.5 1 150.0 1 150.0 :5DO - 20.4 45.6 50.7 92.7 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VER-ICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) •• ••• • • • • • .• • •• • • • • ••• • • •• ••• •• • • • •• DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DINS. 1 X 3 STD. 1 X 4 STD. 2 X 4 STD. 1-1/2 4-1/2 CUSTOM 2 X 6 STD. 2 X 6 HEAVY WIDTH (W) MULL SPAN 26-1/2- 30' 37' 42' 48" 66" 72- 120' 38.3 55.9 125.0 1 150.0 150.0 - 27.6 40.3 90.2 110.8 150.0 - 24.4 35.6 79.7 97.9 150.0 - - 28.9 64.6 79.4 145.1 - - 25.4 55.9 69.9 127.8 - -_ __22.3 - 49.8 44.3._54.4 61.2 111.9 99.4 - 39.9 48.9 99.5 - - - 36.2 4.4.5 81.4 - - - 33.2 40.8 74.6 19-1/8" 26-1/2- 30" 37' 42' 48' 54" 60' 66" 72' 132' - 28.7 42.0 93.9 116.7 150.0 - 20.7 30.3 87.8 84.3 150.0 - - 26.8 59.9 74.4 136.7 - - 21.7 48.6 80.3 110.9 - - - 42.8 53.2 97.7 - - - 37.4 46.5 85.5 - - - 33.3 41.3 76.0 - - - 29.9 37.2 68.4 - - - 272 33.3 62.1 - - - 25.0 31.0 57.0 19-1/8" 25-1/2" 30' 37' 42' 48' 54' 60' 66' 72' 144' - 22.1 32.3 72.4 89.9 150.0 - - 23.3 52.2 64.9 119.2 - - 20.0 46.1 57.3 105.3 - - - 37.1 46.5 85.4 - - - 33.0 40.9 75.2 - - - 28.8 35.8 65.8 - - - 25.6 31.8 58.5 - - - 23.1 28.7 52.7 - - - 21.0 28.1 47.9 _ _ _ _ 23.9 43.9 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE VERDCAL MUWON z GLAZING GLAZING � PRODUCT PRODUCT TYPICAL MULLION ARRANGEMENTS . • .. • • • • • • • • • i i • t WIDTH (W) = W1 4 W2 • • • • • • • • • • ••• *NIULLIONS •• • • • • . - • • • • • • V11 I "IL 10 UON �' GIAZiNG / PRODUCT 3 3 GLAZING GLAZING PRODUCT ODUC PRODUCT -L I. MULLION SPAN _I PRODUCT' REVISED 0Corgflyin8 wi8i the Fla i& Nass2 0? ppft md �l�L PlUdup fANti^4 AAR12P018 - �;S'TAjTEOF ss�� AGr1ot01.•. a� 3nowing no. M04-05 DESIGN LOAD CAPACITY - PSF WINDOW DINS. ANCHORS TYPE 26-1/2' 30' 37' 42' 48' 54" 1. 66' 72" 38-3/8' 99.4 150.0 1 142.2 87.8 71.2 150.0 142.4 125.6 101.8 62.7 125.4 89.7 54.9 109.8 78.5 48.8 97.6 69.8 43.9 87.8 628 39.9 792 57.1 36.6 73.2 52.3 19-1/8' 26-1/2- 1. 37' 42' 1. 54' 60' 66" 72" 50-5/8" 104.4 150.0 149.3 75.4 150.0 107.8 66.6 133.1 95.2 54.0 107.9 77.2 47.5 95.1 68.0 41.6 83.2 59.5 37.0 74.0 529 33.J 66.6 47.6 30.3 80.5 43.3 27.7 55.5 39.7 19-1/8- 26-1/2- 1. 37' 42' 88A 150.0 126.0 63.6 127.2 90.9 56.2 112.3 80.3 45.5 91.1 65.1 40.1 80.2 57.4 48' 60' 35.1 70_2 54' 31.2 62.4 60" 2&1 56.2 86" 25.5 51.1 72" 23.4 46b 19-1/8' 28-1/2- 1. 37' 42' aB' �• 54' 60" 86" 72' DESIGN IAAD CAPACITY - PSF WINDOW DINS. I ANCHORS TYPE 26-1/2' 30" 37' 42' 48' 74-1/4- 54' 60' 68' 72' 19-1/8- 26-1/2' 1. 37' 42' 48' 54' 54. 50" 66" 72' 19-1 /8" 26-1/2• 30. 37" 42' 48" 96, 54' 1. 66. 72- 19-1/8" 25-1/2" 30" 37' 42' 48' 108" 54' 60' 66' 72' 36.8 I 73.6 I 52.6 I 105.3 82 0 150.0 31-4 1.9 I 39.0 I 27.9 1 35.8 I 43.4 I 88.9 •• ••• • • • • • •• NOT: • •• ' • • • • ••• • ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • •' 000 • 0 ' • • • • • • • LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. TYPICAL MULLION ARRANGEMENTS (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • • • • • • • • • • • • • • • • : : : WIDTH (W) = wt + w2 ••• 'ANCHOPS •• • • WINDOW DDES. MOTH (W) MULL SPAN 19-1/8' 26-1/2- 30' 37" 42' 48' 120' 54' 60' 66' 72' 19-1/8' 26-1/2• JO' 37' 42" 48" 132' 54' 60' 66' 72' 19-1/8" 26-1/2- 30' 37' 42' 46' 144" 60. 66' 72• ANCHORS TYPE C132 OR 84 DESIGN LOAD CAPACITY - PSF ANCHORS TYPE GLAZING r GLAZPIG PRODU . ..... . ... ANCHORS 82 OR B4 23.4 I - I 33.5 ANCHORS TYPE A2. A4• 82 OR 64 ilz HORZONIAL MULLDN ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE ELAZING ` l' PRODUCT \ ANCHOR �EfA1L 11 GLAZING GLAZING PRODUCE PRODUCT _ MULLION SPAN _ 3 ANCHORS TYPE AZ A4. 82 OR 84 V R m o eSpG COt LL Ohm 0o � a CCg O IL O�.H 0.6t� tNry JO Q w U) b �30_ J 02 O m < w aW22 N n e e to Z ry 0 Li J C p J v m t- O Doo NNM to M m a O Zl` n =N.= n J E p.u� RBVIBED lJld0 ^'�''i AP•o ' won non, , ' • ucENeF 4 GH1nti mad. ; ,4 : 4r #AR 12 'N71►tE OF drawing no.l 1/4' HILTI KWIC CON II 1-1/4• MIN. EMBED 1-3/EINTO OOIVC./BLOCKS EDGE DIST. 2 PER CUP (1 ON FAC� . _ i I 1 I I I I WOOD BUCK I I FLN _LAI 1/4' HILTI KINK CON It 1-1/2' MIN. WOOD PEWTRATION R CLIP (1 ON EACH WING) 1/4' HILTI KWtK CON II 1-1/4' MIN. EMBED INTO CONC./BLOCKS 1 PER ANGLE RING CUP II II 2 X 2 X 1/0- '14 SMS U U ALUM ANGLE 2 PER ANGLE I 1-3/4' O.C. MIN. I _ 1/4' HILTI KWIK CON II 1-1/2' MN. WOOD PENETRATION 1 PER ANGLE I I I I WOOD DUCK I I OR I I FLOATING CLIP D STRUCTURE /14 SMS I I 2 PER ANGLE I I 1-3/4' O.C. MIN. 1-3/4' MIN. EDGE DST. 1 I 1 1 t 1 1 1 1 1 I I I I I I 1 ALTERNATE ANCHOR LOCATION 'MULLION CLIP ANCHORS TYPE 'A2' 2 X 2 X 1/5' ALUM ANGLE 1-3/4' 1/4' HILTI KWIK CON 1 1-1/4' MN. EMBED 1/4' HILTI KWIK CON II 1-1/4• MIN. EMBED M MN. DIST. 3' INTO CONC./BLOCKS 4 PER CUP (2 ON EACH WING) INTO CONG/BLOCKS 2 PER ANCLE p 3 / Z n •MN. MIN. ... .. I• 0 e a Q Z i 0go.� m A j j 11 11 0 tyn 1 \ ay i i li it 01.0 Q 1j_._________� 1BY FLOATING CLIP I I I I 2 X 2 X 1 9• 0 a o aeip I I WOOD BUCK I I II 11 ALUM ANGL� 0 t+ , I I I I /14 SMS u u �. G N 2 PER ANGLE I I FOR 3• TUBE 2-3/4' O.C. MIN. FOR ALL OTHER TUBES O n e 1/4' Hvn KWIK CON 1 1/4' HILT1 KWIK CON II to u 1-1/2' MN. WOOD PENETRATION 1-1/2' MIN. WOOD PENETRATION �• Ixu �• uw 4 PER CUP (2 ON EACH WING) 2 PER ANQE J 0 'D • • • • • • • • • • • • • I AtJ1 CIpS 7O•Ri SNUG IN1374 kONS. • • •• • • TAPCINS MA1•BE HEX (fit •FLAT HEL • • • • • • • • • • • •• •� ••• •:• :� �0 J — n � W WED O > F- v '(�I NNo `,1�I � inr -j i E z t- II II 7 S 0 .- n 29Y wooD BUS WOOD STRUCTURE I I I t FLOATING CLIPII II I I I I 2 x 2 x 1/8' ALUM ANGLE Q V Eo v IO •- it I I U U •- 1 I #14 SMS j O I 1 2 PER ANGLE 1-3/4' O.C. MN.� I I FOR 3" TUBE 2-3/4' O.C. MIN. FOR ALL OTHER TUBES _ ANCHORS TYPE 'A4' 8 e' 7HODUCT RCMIED o as complying whh the Flaeld• Beildins Code Aeceptmee Tio k n +.� Expiration Dwe J q •' i Uo& n PmductCOM-1 •�g�oW tt11\111111//j, �ii t 3�: v��• ,V c `� .I PIAR 12 2A1ddrowing no. %, a4.�o!•G`.� M04-05 sheet 5of 7 1 1/4' HILTI KWIK CON N 1/4' HILTI KWIK CON II 1-3/4' MIN. EMBED 2-1/2' MIN. INTO CONC./FlLLED BLOCKS 1-3/4' MIN. EMBED Nf0 CONC./Fgl[a BLOCK6 EDGE DIST. 2 PER CUP (1 ON EACH WING) 1 PER ANGLE • 'MAN. • u3P` �u4lu I I I I� I I I - I I j 4 I I II II I I FLOATING CLIP #14 SMS LI U I 2 PER ANGLE I I I I I I I 1-3 4 O.C. MIN. J I I I FOR 3' TUBE I I I I j j 2-3/4' O.C. MIN. I I I I FOR ALL OTHER TUBES I I 1 I 3 SCREWS PER ANGLE I I 1 1 I I • n F_7_74, 2-1/2' MIN. CONC./BLOCKS r0R 2 1/2' MIN. LMU.LION CLIP •. '3' MIN. .'I 1/4' HILT KWIK CON II -1-3/4' MIN. EMEED INTO COW- 2 PER CLIP (1 ON EACH WING) R eR 1/4' WTI KINK CON 11 1/4' HILTI KWIK CON R 1-3/4' MIN. EMBED 1-3/4' MIN. EMBED �I INTO CONC./FILLED BLOCKS INTO CONC./FlLLED BLOCKS ~ 3' 4 PER CUP (2 ON EACH WINO) 2 PER ANGLE XI/.'I ANGLE ALL CUPS TO FR SNUG INTO TUBE �IUIJONS. • • • • TAPCN.3 MR!•6� HEX O Tf . . ... . . .. . . CIIPS OR &GLE5 CONK CTLY TO CONC./BLOCKS TO BE PRQTECIED WITH ALKALJ-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE MFrHACRYIATE IACOUER. • • • • • • • • • • m a II II):: 7'... 0 uyn it it 2X2x1/8' CLIP LI U ALUM ANGLE 00� 0' OR W oa 0M10g.g4 f14 SMS I I 2 PER ANGLE j 0 ruy FrI 1-3/4' O.C. MIN. FOR 3' TUBE � 0 2 FFFiii It 2-3/4' O.C. MIN. 1 FOR ALL OTHER TUBES .1 V <0 Q J 3 SCREWS PER ANGLE It W m � n m ANCHORS TYPE 'AA4' U) O N 6 J J C o — n � OJ LLJ O 3a� w 0 2 V)Nr�i 1D G) M) N Z 0+� j ix W �9 PROM —REVISED m Wmkl1!$Wd. D c .. !sQI•mtuw s � e�¢ MAR 12 A ?Qi$ , 0P drawing a no. METAL STRUCTURES 1/t' DLA. TERS (STEEL OR ALUM. 1/8- MIN. THICK) UTA TEKS METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) 1/4' DM. TE7<S S m 2 PER CUP JJJ��1/4- ANGSTEEL STEEL : Fy 36 KSI MIN. 4 PER CUP �/ ANGLEPER � I : Fy 38 KSI MIN. (1 ON EACH WING) / \'� ALUMINUM 6063-T5 MIN. (2 ON EACH WING) p ALUMINUM 6083-T5 MIN. \ 3/4' zm � )` 3/4' MIN. / 1' MIN MIN. Q r o EDGE EDGE F W ZI Z ZI � aF «yam o g M I N X Ncq C 1 1 f 1 I I II II I I ii 2 X 1/8' 1 I-------------� 1 I II II II 2 X 2 X 0t�In 0 p a,vm r_______ -- I I FLOATING CLIP I I I I U 2 ALUM ANGLE I I I I FLOATING CLIP I I I I 11 ALUM ANGLE LE 0 a j j I I I I I / 14 SMS U U I \_ I I I I I I smsIJ I R GLE 2 PER ANGLE / / LI I I 0 0 dl m I I 1 I I 2 P ANGLE I 1 I 1 i 1 I I 1-3/4' O.C. MIN. I I 0 m s I 1 I I I I 1-3/4' O.C. MIN. I FOR 3' TUBE Z y 2-3/4- O.C. MIN. FOR ALL OTHER 1U8ES 3 SCREWS PER ANGLE • a W m J m f ANCHORS TYPE '62' ANCHORS TYPE '64' N � d Z n / 14 S.M.S. TUBE MULLION O Lj J C 2/ CHANNEL _______ W m U > _______FpNC 3 Q M/10 F.H. 'n2/ m1/8- TS-IDE GZ LLLENGTH THICK ALUM 'O FI S to ._ n INTO TUBE MUWCN Q: E — TUBES MAY BE NOTCHED SHOWN TO ALLOW INSTALLATIONI I oAS OF CLIP ANGLE I CAULK JOINT AFTER ASSEMBLY O f14 SMS I , I 2 PER CUP ACCESS HOLE 1-1/2' O.C. MIN. I I O G t n PBODtTCTREVLgD m a COMAY61 wiM the Florida lin8dlag Cow ------ ----- -1 ------ -- ----- ---------------- - -1 AcaPu No 1 IL1- - --I • • i • • • • By ,%� ..-•-- moo - = 6 - •- e AN I 110 SMS I • • • • • • • • I I 1 M®11 Dade P+oduet lloatd S m o 0 u 4 0 MI! ETiHE�R J I I I I 2 PFR 1' O.C. l i• • • • I • • • • ••INSTATHIS • i , L7111111 /TL DIRECTION • • • • • I • . • • + �+rS 1-3/4' X 2' X 1/8' (FOR 2BY TUBE) 3/4' X 2' X 1/B' FOR (1BY NOLUM BEi • • • • • • • - fd0: 70592 CUT TO FIT SN O INVIDE�T ftRI.CE • • • • • • - ; i i • ANCHOR.56i j l• : i :• • • • • • • • MAR 1 q �t��$fATE� d1'OWIOIj ` '��i �� METAL TO METIS. CONN&ION Zn� '• N' ' M04-05no. USE CHARTS FOR ANCHOR TYPE 'B4' TO VERIFY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CFWRI5 - •Mm //tt 1111111 -heel 7 Of 7