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WS-15-1845 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239714 Permit Number: WS-7-15-1845 Scheduled Inspection Date: February 29,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MARIELA B ROVITO JTRS,AMINE Work Classification: Window/Door Replacement r1/11 11!11 A l 1 Job Address:9400 N BAYSHORE Drive Miami Shores, FL 33138- Phone Number (305)992-6776 Parcel Number 1132050100110 Project: <NONE> Contractor: CLEAR CHOICE WINDOWS&DOORS INC Phone: (305)259-6899 Building Department Comments REPLACE22 WINDOWS AND 8 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 26,2016 For Inspections please call: (305)762-4949 Page 6 of 60 arr arta. X1/,5-7-15-1845 Miami Shores Village ' PBl€t7if Type IftCfSltCtt 4s. 10050 N.E.2nd Avenue N . Miami Shores,FL 33138-0000 � . yFtAe Phone: (305)795-2204 Pem`*=St� .-11'; PROVE Ex iration: 03/26/2016 Inst Hate 616 P� Project Address Parcel Number Applicant 9400 N BAYSHORE Drive 1132050100110 AMINE DOUKKALI MARIELA B F Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell LAM�INE DOUKKALI MARIELA B ROVITO 801 N VENETIAN Drive (305)992-6776 - MIAMI BEACH FL 33139- 801 N VENETIAN Drive MIAMI BEACH FL 33139- Contractor(s) Phone Cell Phone CLEAR CHOICE WINDOWS&DOORS 305 259-6899 Valuation: $ 85,214.00 ( ) (305)776-2580 _... .. Total Sq Feet: 0 Type of Work:REPLACE WINDOWS AND DOORS Available Inspections: No of Openings:32 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:10 Review Structural Review Building Review Building Review Building Review Building Review Building Fees Due Amount �Date Pay Type Amt Paid Amt Due CCF $51.60 DBPR Fee Invoice# WS-7-15-56441 $6.30 07/23/2015 Check#: 13875 $50.00 $630.20 DCA Fee $6.30 Education Surcharge $17.20 09/28/2015 Credit Card $630.20 $0.00 Permit Fee $420.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $30.00 Technology Fee $68.80 Total: $680.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsi or II work donato y agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, ECHANI L,WINDINX IMMING POOL work. OWNERS AFFIDAVIT: I certify that a the fore ing in haill be done in compliance with all applicable laws regulating construction and z ing. Futhermor I u e the o e-nathe (/� September 28,2015 ` Authorized Signatu :Owner / Appli / nt Date Building Department Copy September 28,2015 1 y i Miami Shores Village ! Building Department JUL 2 3 2015 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �(�J FBC 20 BUILDING Master Permit No. � ��� B45 PERMIT APPLICATION Sub Permit No. ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP �( �1- CONTRACTOR DRAWINGS JOB ADDRESS: 94 0( �V'5a`-1�1Q'C� 'Dy- City Miami Shores County: Miami Dade Zip: 3313 Folio/Parcel#: X1—3205- OtL Q\\0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: 11 Flood Zone: BFE: FFE: 0, OWNER: owl �O STf2S ,I� OWNER: Name(Fee Simple Titleholder): 4�i rNe_- 'fle3u 1c��\ Phone#:30S•-191.43 54 Address: q q00 �D12 - city: Mi o."-% Sin a r S State: �1-- Zip: 33138 Tenant/Lessee Name: tJ�A Phone#: Email: /� /+ ' '' ''��•• ` ,[` CONTRACTOR:Company Name: C\f_c y- y CJL l.LJ�rt�cS1,JS ! i-Dc0 Phbne#: 30S - 2501- G Address: lgOp 1�1UJ 1�5�k A�/.� 10�1 M� 4 M\ State: �L_ Zip: 331 p2 City: 11� Qualifier Name:�'e'CM010 E �]�rTG1Y�G Phone#: State Certification or Registration#: SC C 1511 S Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City. State: Zip: Value of Work for this Permi . t11 PA quare/Linear�ago'&wk- F Type of Work: ❑ Addition` ❑ Alteration \ ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ly.\40A\ \(Y1(XAC'T VJI��IcSI�JS on<S _ 41, T 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$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in a sence such posted notice, the inspection will not be approved and a reinspection fee will be charged. / Signature R.�JSignature OWNE r AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The for going instrument was acknowledged before me this g day of JVI20 1!�— I, by 1 day of 20 K' , by ACAho is personally known to 07jetMaYj wh personall i 4 me or who has produced as me or who has produced as identification and who did take an oath. identificat" n and who did a e an oath. NOTARY PUBLIC: NOTARY U I 4� Sign: Sign: Print: Print: AMANDA A.TO IBES MAYRAgACALlAO : Ey Seal: ,ia4R'�V MY COMMISSION It FF OD4 Seal: MY COMMISSION i FF 180274 , EXPIRES:March 20,2017 W. EXPIRES:September 10,201@ SorAed Ttw Notary PUW Undere bfs1541 Bonded TWU Notary Puft Ur*w bfo 1 � APPROVED BY Plans Examiner Zoning s �cl J Structural Review Clerk (Revised02/24/2014) 1 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD -SCC131151301 The GLASS AND GLAZING CONTRACTOR Named-below.IS CERTIFIED Under the:provisions.of Chapter 48.9 FS. ". 3,•. Expiration date: AUG 31, 20'15 ti.,.. QUINTANA:GERi1�lAt`I:EM Etta 'CLEAR CHDIQ,E..�A D2vv 6347.SW 107AVE AlWIF . -•`k rte. .x�.� •a,� < 1� °� ^••, `�. �w°x ':. Em.A• s}R I� ISSUED: 0512 M14 DISPLAY AS REQUIRED BY LAW SEQ# L1405200001302 Local .° c6 p# Mjami fade County;State of<f f.ariclaLBT -THIS IS NOT XBILL-DO NOT PAY 4515657 nn �! BUSINESS•NAMEILOCATEON .RECEIPT N0. aXPIRES CLEAR CHOICE WINDOWS .-;RENEWALSEPT"E 'BER':3tJ,: 415 DOC3R'S111Ir.':,.::` 471A359 lvlast:be3i3sptaye'd st}71ace of.business 1$00'NVaJ135'A !09 ! :.•;.;: .' ': Pursuarir.tocCodntyCode tr1flAMl,':FL:,=.`33#82 ct,aPter8A=a4rt.9 owink SEC.TYNE?OF BUSINESS ' PAYMENTftECEiVEQ CLEAR CHOICE WINDOWS&DOORS 196 i::!-;`,.SPECIALTY BUILDING ev TAx COLLECTOR -)NC`..;: :. 32.50 01106/2015 t+FPMAN 01 IINTANA PRFS 1Afa11cer{s) 20 SCC131151304': 0221-15002767 x .his Loogl$ttsi<+ Tax Receipt Daly coeloms peya�lHAf the Local9usi�ress Tex.Theieceipt is iint 8 license, :permit of a aaertiacatioe iN ltoldees qualffiekk ns,to in business.Holder must o"ly with eay9gcvemmo+ttaf § .or nongo�riimeatal re9tKie�iS'i ews and retpaltammtts wbiah RPh tti�itiatinsit#ess`'.:: i' ;::::':.::' Tho iii CFfPT Nd.otio6eanimt ba d 1. " �tiiali ecnanerciettiekie -Miamii sde Code SeaBo•-276. isp!M 'lM1n•1 mtwmtii_: nayjte .. „ TEor�agraiafarmstioa:+visit de„�_Xltalltd�[ .. y.-. 1: `' �l*�ttauualn!eloru�oy , KIJUM '9LZ-a8�5 epaJ BPal1-l1=�i�lq�isEolmuwo�9tfiaFT ►�!P 84> �q$•UN 1.di303N mil " 4 A lam dlddg gap4m stuau Inber pun smpI Asomp46ai*00211806-114,0 ptummaeoa Aug gltm 12cua>usw APIoH-ut"q gP at'a!�altga}ilenb sanPi?4agt W uopnagwaa2 m Vmad "gsaeail are q Idlaaay-en*Xal sseulsaivm agw-Powed WAV00 lgootdleagg xel ssertisnli faoal sl+l1 Z (s)ealtuidus3 s�aan5dwav�cl.l:�a, .960Z/901b0 09 Z9,: ...:..,: 216 dO2Id' .-ON[ aOlaairtoO xv i $ ;'it1NOS233d 181 JNtf i OZZ:SaOOO's SMOLINUdt 3OIOH3 23 dd 1� 03AI3�d 1.N3W kVd Sarvfsne aaadl1.t.'a9S k13NMO 'r{dD13b'&'.7?L�-!!9ae7dgNJ`:. .":, .:i. '' �.�I•'�.�' 7��11�II�II apoO�ltunoO atauensind BOL 3AV 5£b:MN 008b ssaarsnq.losoeidae a/91aslp�tlasnyyl L8LZ0£L -.ONI 800a SLf`d £ 3 f S� .�i3S i iyt3N32{ SMOGNIAA 3010140 MV310 : ,�����[�(� �oN.�.dia��ct ,tuou�ooar;3wvn+ssaNlsn6 1019201 s 1,dd LONOO- nietiioNSISIHl- r~pia lj o ale IS `/4uno�spe.Q—fLuei B JL ssou iso 18301 t � OP ID:DK CERTIFICATE OF LIABILITY INSURANCE 04/1412016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorseme s). CAMPRODUCER Phone:305-238-1000 N N'A T Morris&Reynolds Inc. Fax:305-255-9643 P c° FAr'c.No 14821 South Dixie Highway Miami,FL 33176 E-MAL s; Robert D.Reynolds ADDRE CU E D :CLEARGH INSURER(S)AFFORDING COVERAGE NAIL# INSURED Clear Choice Windows&Doors INSURER A:Atain Specialty Insurance Co. 17169 Inc. INSURER S:Ohio Security Insurance Co. 24082 Mr.Rey De Arenas INSURER c:Evanston Insurance Company 1800 NW 136th Avenue#109 Miami,FL 33182 INSURER o:Brad afield Employers Ins.Co. 10701 s INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERRA OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH(fPOLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE f R POLICY NUMBER EFF POUCD1� LIMITS GENERAL LIABILITYEACH OCCURRENCE S 1,000,000 A X COMMERCIAL GENERAL LIABILITY I CIP244278 0411012015J,04115120183 E 16 Rim E 100,00 PREMISES{Ea occurrence} $ CLAtMS RAAt OCCUR MED EXP(Any one persons $ 6,00 PERSONAL&ADV INJURY $ 1,000,)0 l GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE UMrT APPLIES PER: PRODUCTS-COMPfOP AGG POLICY $ 2,000,00 T:� PR0- El LOC II g AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT I$ 1,000,00 (Es ac B ANY AUTO AS1665772746 1110112014 11101120161 BODILY WINJ BURY(Per person) $ ALL OWNED AUTOS 'BODILY INJURY(Per accident) $ X SCHEDULED AUTOS PROPERTY DAMAGE .. ^ X HIRED AUTOS (Per accident) L� X NON-OWNED AUTOS i (1`I$ N Is UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE S 1,000,00 G XOBW6846215 .04/1512015 04H 512016 DEDUCTIBLE S RETENTION S $ .WORKERS COMPENSATION X WCLN U- +O T H- ANDEMPLOYERS'LIABILITY ❑ ANY PROPRIETORMARTNER/EXECUTIVE YIN 3032019 11/01/2014 11101!2015 E.L.EACH ACCIDENT $ 11000,00 OFFICERtMEMBER DCCLUDED4 ® NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,0{}0 If yes describe under DESG�RIPTICN OF OPERATIONS below E.L.DISEASE-POLICY Lima $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101.Additional Remarks Schedule,if more space Is required) Glass & Glazing Contractor — SCC131151301 CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Bidg Dept 10050 NE 2nd Avenue AUTHORFMD REPRESENTATIVE Miami Shores,FL 33138 O 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 26(2009109) The ACORD name and logo are registered marks of ACORD FRI-P1�IV i 18 2015 i Proposal-Contract Page 1 of 6 6/19/2015 1800 NW 135th Ave Unit 109 MUearGoice Miami,Florida 33182 T:(305)259-6899 Windows&Doors F:(305)278-8449 Sold to: McKenzie Construction Job Name: Doukkali 9400 Address: 11098 Biscayne Blvd,302 Address:9400 North Bayshore Drive City: Miami City: Miami Shores State: FL Zip:33161 State: FL Zip:33180 Phone: (786)412-7341 Job Contact: Michael Repovich Fax: (786)484-0429 Mobile: (314)368-5927 Email: Michael@BuildMcKenzie.com Email: Michael@BuildMcKenzie.com Consultant: Leo Chiappo Window and Door Proposal-Contract $65,000 inciTax Specifications/Inclusions:Aldora/Smith Mountain Industries Series FS300 fixed impact framing system • All units to be aluminum. Aluminum Color:White • All units are glazed with impact resistant glass. Glass Type:Monolithic Impact Glass Color:Grav Specifications/inclusions:Windoor • All units to be aluminum. Aluminum Color.white • All units are glazed with impact resistant glass. Glass Type:Monolithic Impact Glass Color:Gray • All units are one lite. Casement Series 9060 Specs ' Frame:31 4" Frame Type:Flange Glass Stop:Square Lever Style:Folding Nesting Hardware Finish:white ' Screens:Full Screens SHGC:0.44 LI-Factor:0.82 Terrace Door Series 9050 Specs ' Frame:1§11! Glass Stop:Square Bottom Rail:standard 5 5/32" • Hoppe Multi-point lock Escutcheon Style:Contemporary(M216N) Lever Style:Veroma(M151) Interior Hardware Finish:Satin Nickel • Exterior Hardware Finish:Satin Nickel Sill Type:Water Rated 21/4" SHGC•0.4 LI-Factor:0.81 Initials Doukkali 9400.2-061915 Windoor SMI MB6.1.1 Proposal-Contract Page 2 of 6 6/19/2015 1800 NW 135th Ave Unit 109 Miami,Florida 33182 MC,ear(aoice T:(305)259-6899 Windows&Doors F:(305)278-8449 Sliding Door Series 8100 Specs Glass Stop:Square Bottom Rail:Standard 415/16" Pull:Shmature Pull Type:Stra Irt Pull Finish:Hatteras White ' Sill Riser Height:21 4" Wheels:Adiustable3"Delrin SHGC:0.52 . LI-factor:1.08 Total for Product with options: $65,000 Incl Tax Labor:(YES or NO) Included Professional Services:(YES or NO) Included Delivery Service Included Grand Total For entire project: $65,000 InciTax 50%deposit of Total Product: $32,500 Balance of Product,50%of Labor,100%of Professional Services due upon delivery: $26,000 Balance of Labor due upon completion of Product Installation: $6,500 Initials Doukkali 9400.2-061915 Windoor SMI MB6.1.1 r Proposal-Contract Page 3 of 6 6/19/2015 1800 NW 135th Ave Unit 109 MC iMiami,Florida 33182 ear nce T:(305)259-6899 Windows&Doors F:(305)278-8449 Options:Please initial additional service(s)you would like to include: Exclusions: 1. Cost of window and/or door Municipal Permit. 2. Interior casing or interior mullion covers of any kind unless otherwise specified. 3. Interior priming or painting unless otherwise specified. 4. Any stucco or stucco patching. S. Any drywall or plaster patching. 6. Final caulking after paint. 7. Window washing or final cleaning. 8. Structural steel that is required to install the glazing system but is not part of the structure. 9. Protection of windows at)obsite against vandalism,fire,theft or damage by others. 10. Any rough blocking or bucks.(Unless selected in Install Options) 11. Permits,Engineering or Engineering Fees.(Unless selected in Install Options) 12. Remove and dispose of existing windows and doors.(Unless selected in Install Options) Notes to Client: 1. Remove all curtains,shades and/or blinds and corresponding brackets. 2. Remove all ornaments,pictures from the walls,and any furniture from the existing window areas. 3. Work areas will be very dusty,client should take every precaution to cover any furnishings,curios,etc. 4. Plants and shrubbery near work area may be damaged. S. Arrange to have your alarm company disconnect and reconnect your alarm system. Initials Doukkali 9400.2-061915 Windoor SMi MB6.1.1 Proposal-Contract Page 4 of 6 6/19/2015 1800 NW 135th Ave Unit 109 p-ir Miami,Florida 33182 t--, ®ice T:(305)259-6899 WindOWs&DOOCS F:(305)278-8449 Assumptions: 1. Existing openings where work is to be performed are structural masonry openings,(poured concrete or concrete block around the perimeter of each opening). 2. Any costs associated with correcting openings that are found damaged or non structural are not part of this contract and will be billed on an opening by opening basis. 3. Prices Subject to change If field verification of sizes differs from drawings or if required by field conditions. Prices: Prices quoted are firm for(30)thirty days and are based on our interpretation of plans,sketches,specifications and information provided by you. These prices are subject to change if source material is changed In any way or if field verification of sizes differs from plans or If required by field conditions. Terms:Product 50%down payment when order is placed.5094 is due upon delivery to the jobsite.If for any reason job is delayed,Gear Choice will store material in its warehouse for a period of seven(7)days at that time full payment for Product wilt be due.Storage charges will be billed at the rate of one percent of the Total Product amount per month of storage. Terms:Labor 50%down payment when product is delivered.Balance of Labor,less ten percent(10%)of Product installation(Retainage),is due upon successful anchor inspection by governing municipality.Final balance(Retainage)is due within thirty(30)days of successful anchor inspection.Clear Choice will deliver and install window and/or door hardware if applicable at Customers discretion. Job Specific Notes: 1. 01/26/15 All units quoted to closest standard manufacturer sizes. 2. 01/26/15 Lead time:5 to 7 weeks from date of signed contract,signed shop drawings and receipt of deposit 3. 01/26/15 All Wind Loads have been reviewed and products are found to be in compliance. 4. 01/26/15 Any Masonry Openings that are not made to the sizes given by Clear Choice and require custom bucking will be charged back to client on a per opening basis. 5. 01/26/15 This proposal Is provided using our standard installation techniques which meet or exceed the Florida Building Code,using Elco brand corrosion resistant Tapcons with Stalgard Coating and Tremco Dymonic 100 caulking. 6. 01/26/15 This proposal includes a single material delivery. QWV15 WE glass If speeffied abeve will have a gFeenish hue and will vapt arneng manufaetureFs and glass g„ n'i . 9. 01/26/15 D.108,107 Living Room,Schedule and Plans call for Sliding Glass Doors,Elevations call for Double French Doors.Bid as French Doors. 10. 01/26/15 Window E.Dining Room,Elevations call for Horizontal Roller,OXX.No manufacturer provides this configuration,bid as XOX. 11. 01/26/15 Window L Garage,Schedule calls for Horizontal Slider,Elevations call for Fixed.Bid as Fixed. 12. 01/26/15 Window L Garage,Schedule calls for size to be(2)4'4"x4',elevations do not show an opening to fit this window size,bid as 48"x24". 14. 01/26/15 Window H.Bath 2,Schedule calls for 36"x42",Elevations scale 36"x 38",Bid per Schedule. 15. 01/26/15 Window D.Kitchen,Windoor Awning hardware only comes in white or black finish,bid as white. 16. 01/26/15 Window J.Master Bath,Elevations call for Horizontal Roller,OXX.No manufacturer provides this configuration,bid as XOX. 17. 01/26/15 South beach silver(clear anodized)by Windoor,does not match with other manufacturers.Approval needed by client. 18. 02/09/15 D.105,106,104,201 Have a 3 track,7-15/32"wide.Bid to include 2"x6"Bucking to anchor jamb and header.Window E& D and D.103,to have 2x bucking to match header heights evenly. Initials Doukkali 9400.2-061915 Windoor SMI M136.1.1 Proposal-Contract Page 5 of 6 6/19/2015 1800 NW 135th Ave (@CUnit 109 p�� p Miami,Florida 33182 L..Cl1 ce T:(305)259-6899 Windows&Dppt5 F:(305)278-8449 Conditions: 1 Buyer to provide a secure location for material. 2 Buyer should carefully check material upon arrival and Immediately report shortages or damage to seller.No claims will be considered unless filed within seven(7)days after delivery. 3 This contract and/or accompanying shop drawings constitutes the sole and complete Agreement between the Buyer and Seller and is subject to additional charges should cancellations be required. 4 Contract is based upon quantities,unit sizes,unit description and specifications as listed on page one of this contract and attached detail sheet. Buyer should carefully check quantities and specifications listed. 5 Seller will not be responsible for delays due to labor troubles,fire,accidents,transportation or any other causes beyond its control. 6 The products ordered on this contract are custom built to fit Buyer's requirements and this order is therefore NOT CANCELABLE,nor is any product returnable. 7 No statement,representation or agreement written or verbal not appearing on the face of this contract is binding or acceptable. 8 Seller expressly reserves all contractor's,mechanic's and materialman's liens which may be asserted under any provision of law to secure payment of the contract price and may,at Seller's option,assert and fix same as liens upon the real property on which installation is made.In the event payment is enforced through attorneys or by suit or in bankruptcy or probate proceedings,Buyer agrees to pay Seller's reasonable attorney's fees and costs of court at all levels. All sums not paid as due shall bear interest at maximum legal rote. 9 The products sold hereby are warranted by the manufacturer from date of delivery against defects in material and workmanship.There are no warranties which extend beyond the description on the face of this contract nor are there any further warranties of merchantability nor any other warranties expressed or Implied.Seller is not responsible for consequential damages.Buyers remedies are limited to return of goods and repayment of the price or the repair or replacement of non-conforming goods and/or parts at Seller's option. 30 Buyer agrees to pay any permit or inspection fees associated with the sale and/or installation of windows and doors covered by this agreement. Laminated Glass Distortion: Laminated glass,especially heat treated or tempered,is subject to visual distortion of various types such as but not limited to wave,gaseous inclusions,scratches,rubs and blemishes and are not considered as defective. Laminated glass fumished under this contract will conform to Z s for Q3 quality glass. Cu mer Clear Choice Windows&Doors Date Date Initials Doukkali 9400.2-061915 Windoor SMI MB6.1.1 Proposal-Contract Page 6 of 6 6/19/2015 1800 NW 135th Ave Unit 109 MC gri-I G1.!'�� Miami,Florida 33182 ICAWT:(305)259-6899 Windows&Doors F:(305)278-8449 Sold to: McKenzie Construction lob Name:Doukkali 9400 Address: 11098 Biscayne Blvd,302 Address:9400 North eayshore Drive City: Miami City: Miami Shores State:FL Zip: 33161 State:FL Zip: 33180 Phone:(786)412-7341 Job Contact:Michael Repovich Fax:(786)484-0429 Mobile:(314)368-5927 Email:MichaeIOBuildMcKenzie.com Email:MiCha4l BuildMcKenzie.com Date:01/26/15 Consultant: Leo Chiappo WlndowandDoor Proposal-Contract Hand Cut Lite Frame _ Mark Location Qty Description' L/R W H Width X Height A. Foyer,Ubrarv,Vestibule 6 Store Front-Aldora Fs300,9/16 Hs/Hs FIXED 2 2 36_ X 80 F. Vestibule 2 Store Front-Aldora Fs300 9/16 Hs Hs FIXED 1 3 90 _X 74 _ F.HTM _ Vestibule I 1 Horizontal Tube Mull w Clis 2x6x92 2 3 B. Uving Room,Library — �' 22Store Front-Aldora Fs30%9116 Hs Hs FIXED 3 2 144 X80 _ B. UvIng Room Ubra __f 4 Casement X-Windoor 90%7/16 HsjHs 1L 1R 37 X153 D.107,108 Uvin Room 2 French Door XX-Windoor 9050,9 16 Hs Hs,5gp it iR 72 TT X 80 `1 D.106,105 Fami 2 Slidin Glass Door 3 Pni-Windoor 8100 9 16 Hs Hs OXXX XXO 108 X180 D.106 105 STL Family 2 Installation Into Steel 82 D 106,105 BM Family2 Brake Metal-Fetd Measure E._ Dinin 1 Horizontal Railer-Windoor 4070,7 16 Ns Hs =XOX Iii X 44 D.104 Dining 2 Sliding Glass Door 3 Pni-Windoor 8100 9/16 Hs Hs XXO 8 X 80 D.103 Kitchen 1 French Door X-Windoor 9050,9/16 Hs/Hs Sg R L X 80 D. Kitchen 1 Casement X-Windoor9060 71 Hs R X 48 L Garage 1 Store Front-Aldora F5300 9 16 Hs Hs FIXED 1 1 48 X 24 C. Laundry. 1ProlectOut-Windoor9066 7/1Hs/Hs PO 36 X 24 2ND FLOOR G. Vestibule _ 1Store Front-Aldora Fs300.9 16 Hs Hs FIXED 2 1 74 X 74 D.202 Bdrm 1 1 Sliding Glass Door 4 Pnl-Windoor 8100,9/16 Hs,(Hs OX-XO 168 X}8-0 i. Bdrm 2 1 Horizontal Roller-Windoor 4070,7/16 Hs Ns __XOX 90 X 124 H. Bath 2 1 Store Front-Aldora Fs300,9/16 Hs/Hs White FIXED 1 1 36 X 42 Intgrlayg __ _ J. Master Bath 1 Horizontal Roller-Windoor 4070,7/16 Hs/Hs,White XOX 108 X 44 E t r aver �I. Master Bdrm 1 Horizontal Roller-Wlndoor4070,7/16 Hs/Hs XOX 90 — X124 H. Master Bdrm 1 Store Front-Aldora F000,9116 Hs Hs FIXED 1 1 36 X 42 D.201 Master Bdrm 1 Sliding Glass Door 3 Pnt-Windoor 8100,9 15 Hs Hs OXX 126 X 80 —__— �— -- Doukkall 9400.2-061915 Windoor SMI M86.1.1 FL-UC ®W/DOOR/SHUTTER DETAIL CHART Opening# Opening Type Product Acceptance Product Approval Press.Rating Reqd Maximum Rough Mullion Mullion Shutters Req. Location Number Design Press.Rating for specific open. Tested Size Opening NOA Size YIN 01 PSF -/ PSF ® PSF+ PSF co P ®� ,&?. W y 1171 )?--G 130, 0L/6,06, 5®° A:2_�®-4t2- 06P�l 3 1 yc� 1®x'1 ►g �� 3Z_�b2�t�� �� 1 -70 ,0, 5r7. 7 96rgo —12-No Z� 1 0 (0011 (o 202. 000 VL 1L4 -WI F-01 . L10 2,2 �y J �9 � 36 VAVD„'` _'Y�4�'fi e 1�(`-r {' (�� d e Z 6 9J y �2 'z o- 3-OW4. off V) O[V 44,LS Z Gli ,5 6,5612�y -7®� 93 W-6415-D6 20 `L "+ V 3-®WL4.®y I(D 1 S %-A u- 'I (3 'fl�Z�-@ •®� (� 9D 1 ILIG II L4 IL) -DLI iS- 016 12.0 1135 y 3.q9 q17, 69 % 7 S, ff W,10:9L�v`,ny 1loci ® ® ? 1>7-�' N J ds Z -41 �P 7/21/2015 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 Analysis by: EDWARD TORRES 841 GARNET CIRCLE WESTON FLORIDA 33326 PHONE 954 559-0290 AR#094792 Description: DOUKKALI RESIDENCE 9400 NORTH BAYSHORE DRIVE MIAMI SHORES FLA User Input Data a Calculated Parameters Structure Type Building Importance Factor I1 Basic Wind Speed V 175 mph Hurricane Prone Region(V>100 mph) Struc Category(I, 11, III,or IV II Table 6-2 Values Exposure B,C, or D) D Alpha= 11.500 Struc Nat Frequency(n1) 1 Hz zg= 700.000 Slope of Roof 4.0 :12 Slope of Roof(Theta) 18.4 Deg Type of Roof Hipped Kd Directonality Factor 1 Eave Height(Eht) 27.00 ft Ridge Height(RHt) 34.00 ft Mean Roof Height(Ht) 30.00 ft Width Perp.To Wind Dir(B) 84.00 ft At= 0.087 Width Paral.To Wind Dir L 59.00 Ift Bt= 1.070 Bm= 0.800 Calculated Parameters Cc= 0.150 Type of Structure I= 650.00 ft Height/Least Horizontal Dim 0.51 Epsilon = 0.125 Flexible Structure I No Zmin= 7.00 ft Gust Factor Category I: Rigid Structures-Simplified Method Gust1 I For rigid structures(Nat Freq> 1 Hz)use 0.85 1 0.85 Gust Factor Category II: Rigid Structures-Complete Analysis Zm 0.6*Ht 18.00 ft Izm Cc* 33/z^0.167 0.1660 Lzm 1*zm/33 ^Epsilon 602.57 ft Q 1/ 1+0.63*( B+Ht/Lzm)^0.63))^0.5 0.9051 Gust2 0.925* 1+1.7*Izm*3.4*Q/ 1+1.7*3.4*Izm 0.8820 Gust Factor Summary G I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fla 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Developed by Meca Enterprises,Inc.Copyright 2006 Ppge No.1 of 5 PDF Created with deskPDF PDF Writer- Trial :: http://www.docudesk.com 7/21/2015 WIND1O Detailed Wind Load Design (Method 2) per ASCE 7-10 6.5.12.2.1 Design Wind Pressure - Buildings of All Heiqhts Elev Kz Kzt qz Pressure Ib/ft^2 980 Windward Wall* Leeward Wall Total Shear Moment 970 Ib/ft^2 +GCpi -GCpi +GCpi -GCpi +/-Gcpi (Kip) (Kip-ft) 34 1.19 1.00 93.12 56.57 70.07 -22.69 -9.19 79.26 26.63 53.26 30 1.16 1.00 91.12 55.21 68.71 -22.69 -9.19 77.90 46.26 135.97 27 1.14 1.00 89.46 54.09 67.59 -22.69 -9.19 76.77 91.40 363.36 20 1.08 1.00 84.91 50.99 64.49 -22.69 -9.19 73.68 122.35 760.64 15 1.03 1.00 80.77 48.17 61.67 -22.69 -9.19 70.86 122.35 2901.75 15 1.03 1.00 80.77 48.17 61.67 -22.69 -9.19 70.86 122.35 4736.99 15 1.03 1.00 80.77 48.17 61.67 -22.69 -9.19 70.86 122.35 6572.23 15 1 1.03 1 1.00 1 80.77 1 48.17 1 61.67 1 -22.69 1 -9.19 1 70.86 1 211.63 9077.11 Note: 1)Positive forces act toward the face and Negative forces act away from the face. Fiqure 6.5.12.2.4 Parapets Type of Parapet Oen Top Elevation of Parapet 30.00 ft Para et-Windward Pressure 164.01 Ib/ft^2 Parapet-Leeward Pressure -100.23 Ib/ft^2 Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind-Force Resisting Systems(Method 2) eta B h =j z I- I L Variable Formula Value Units Kh 2.01*(Ht/zg)^(2/Alpha) 0.96 Kht Topographic factor(Fig 6-4) 1.00 Qh .00256*(V)^2*1*Kh*Kht*Kd 37.50 psf Khcc Comp&Clad:Table 6-3 Case 1 0.96 Qhcc .00256*V^2*1*Khcc*Kht*Kd 37.50 1 psfI Wall Pressure Coefficients,Cp Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof Pressure Coefficients,Cp Roof Areas .ft. - Developed by Meca Enterprises,Inc.Copyright 2006 Page No.2 of 5 PDF Created with deskPDF PDF Writer- Trial :: http://www.docudesk.com i 7/21/2015 WIND1O Detailed Wind Load Design (Method 2) per ASCE 7-10 IlReduction Factor 1 1.00 �I Calculations for Wind Normal to 84 ft Face Cp Pressure(psf) Additional Runs may be regV for other wind directions +GCpi -GCpi Leeward Walls(Wind Dir Normal to 84 ft wall) -0.50 -22.69 -9.19 Leeward Walls(Wind Dir Normal to 59 ft wall) -0.42 -19.99 -6.49 Side Walls -0.70 -29.06 -15.56 Roof-Wind Normal to Ride Theta>=10 -for Wind Normal to 84 ft face Windward-Min Cp -0.50 -22.72 -9.22 Windward-Max Cp -0.06 -8.65 4.85 Leeward Normal to Ridge -0.57 -24.87 -11.37 Overhang Top(Windward) -0.50 -15.97 -15.97 Overhang Top(Leeward) -0.57 -18.12 -18.12 Overhang Bottom(Applicable on Windward only) 0.80 60.84 60.84 Roof-Wind Parallel to Ride All Theta -for Wind Normal to 59 ft face Dist from Windward Edge:0 ft to 60 ft-Max Cp -0.18 -12.49 1.01 Dist from Windward Edge:0 ft to 15 ft-Min Cp -0.79 -31.79 -18.29 Dist from Windward Edge: 15 ft to 30 ft-Min Cp -0.90 -35.44 -21.94 Dist from Windward Edge:30 ft to 60 ft-Min Cp -0.50 -22.69 -9.19 Dist from Windward Edge:>60 ft -0.30 -16.31 -2.81 "Horizontal distance from windward edge Figure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind-Force Resisting Systems w/Ht<=60 ft Kh= 2.01*(Ht/zg)^(2/Alpha) = 0.96 Kht= Topographic factor(Fig 6-2) = 1.00 Qh= 0.00256*(V)^2*lmpFac*Kh*Kht*Kd = 37.50 Theta= Angle of Roof = 18.4 Deg 3 4 3 �� ® � cam Transverse Direction Longitudinal Direction Torsiaimal Load Cases Wind Pressures on Main Wind Force Resisting System Surface I GCpf I +GCpi I -GCpi qh Min P I Max P Developed by Meca Enterprises,Inc.Copyright 2006 Page No.3 of 5 PDF Created with deskPDF PDF Writer-Trial :: http://www.docudesk.com 7/21/2015 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 s s s 1 0.52 0.18 -0.18 91.12 30.63 63.43 2 -0.69 0.18 -0.18 91.12 -79.27 -46.47 3 -0.47 0.18 -0.18 91.12 -59.07 -26.27 4 -0.42 0.18 -0.18 91.12 -54.22 -21.42 5 -0.45 0.18 -0.18 91.12 -57.40 -24.60 6 -0.45 0.18 -0.18 91.12 -57.40 -24.60 1E 0.78 0.18 -0.18 91.12 54.65 87.45 2E -0.54 0.18 -0.18 91.12 -65.60 -32.80 3E -0.51 0.18 -0.18 91.12 -62.87 -30.07 4E 1 -0.62 1 0.18 1 -0.18 91.12 -72.68 1 -39.87 ' p=qh*(GCpf-GCpi) Ficture 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/Ht<=60 ft 5 Ht 4 .5 5 a a '-------`- a .` a a Hipped Roof 7 <Theta<=27 a= 5.9 =_> 5.90 ft Double Click on any data entry line to receive a help Screen Component width span Area Zone GCp Nind Press Ib/ft" (ft) (ft) (ft-2) Max Min Max Min A.WINDOW 3 6.67 20.01 4 0.95 -1.05 42.26 -46.01 B(3)WINDOW 3.67 6.67 24.48 5 0.93 -1.26 41.68 -54.10 C.WINDOW 3 2 6.00 4 1.00 -1.10 44.25 -48.00 D.WINDOW 2.5 4 10.00 5 1.00 -1.40 44.25 -59.25 E. 3)WINDOW 2.5 3.8 9.50 4 1.00 -1.10 44.25 -48.00 F. (2)WINDOW 3.67 12 48.00 5 0.88 -1.16 39.74 -50.23 G.WINDOW 3 6 18.00 4 0.95 -1.05 42.56 -46.31 H.WINDOW 2.5 3.5 8.75 4 1.00 -1.10 46.08 -50.11 1 WINDOW 3.67 2 7.34 5 1.00 -1.40 44.25 -59.25 J. (3 WINDOWS 3.1 3.8 11.78 5 0.99 -1.37 42.88 -56.50 L WINDOW 4 1.8 7.20 4 1.00 -1.10 43.49 -47.24 N }BAAR-S- 3 6.67 20.01 4 0.95 -1.05 43.49 -57.73 Developed by Meca Enterprises,Inc.Copyright 2006 Page No.4 of 5 PDF Created with deskPDF PDF Writer-Trial :: http://www.docudesk.com 7/21/2015 WIND1O Detailed Wind Load Design (Method 2) per ASCE 7-10 NIPC te2i BOBIR, 3 6.67 20.01 4 0.95 -1.05 43.49 -47.24 103. DOOR 3 6.67 20.01 4 0.95 -1.05 42.88 -46.63 104. (3)DOORS 3 6.67 20.01 5 0.95 -1.29 42.88 -56.50 105 3 DOORS 2.82 6.67 18.81 4 0.95 -1.05 46.08 -50.11 106. 3 DOORS 2.82 6.67 18.81 5 0.95 -1.30 44.25 -59.25 107.(2)DOORS 3 6.67 20.01 4 0.95 -1.05 43.49 -57.73 108. 2 DOORS 3 6.67 20.01 5 0.95 -1.29 43.49 -47.24 201 3 DOORS 3.5 6.67 23.35 4 0.93 -1.03 42.88 -46.63 202 4 DOORS 3.5 6.67 23.35 5 0.93 -1.27 42.88 -56.50 0.00 Note: *Enter Zone 1 through 5,or 1 H through 3H for overhangs. Developed by Meca Enterprises,Inc.Copyright 2006 Page No.5 of 5 PDF Created with deskPDF PDF Writer-Trial :: http://www.docudesk.com rLns Vi11�cp Qma w048061 C¢g�Y7� M 2-ol W 10OA-12- N 30114'x 46 V4' lNOA�Q-019013/ (N04•Q•013013J �9 ��4 103 ?�� �Pr x. ACHECO-MARTINEZ&ASSOC, LLC. —_______________ _ N'- f)r- SHOP DRAWING REVIEW N EXCE?PTION3 TAICEIV REJECTEU N COMMENTS RE•8U13NIT r- r r CO RECTIONS OR COMMENTS MADE ON SHS DRA ❑ ;' -- �; r 1; M OU ING THIS RENEW DD NOT RELIEVE CONTRACTOR GARAGE KITCHEN DINING ROOM 106'x&314'-Oxx Q)6'x 813/4'-)000 CO PLYING WITH REQUIREMENTS OF THE PERMITTED DRA J�OA•0 ,„0A'Q m7013/ AN SPECIFICATIONS INCLUDING APPLICABLE MANUFA los / l06 f laf).E ° SP IFICATIONS. THIS CHECK IS OAM1( FOR � r---- CO FORMANCE WITH DESIGN CONCEPT AND ----------------------- ---------------------- om CO PENANCE WITH THE INf0101tA1T�1 IN THE CONTRAS . � 0.3 ---- w DOC MENTS. CONTRACTOR IS RESPOIB:MLE FOtC CONFIHMIIl ------------ -------------- o: AND CORRELATING ALL QlNANTifMB AND DIMIENSI ' R d '--'� , SE CTI NG FABRICATION PROCESSES AND TECHNIQUES CON 1TRUCTION, COORDINATING HIS WORK WRN OTH R TRADES AND PERIVV M NO WORKb F SATI FACTORY NAM c •r -------— FAMILY ROOM FOYER THIS APPRM REPRESENTS 0UR REM OF TO ONL FOR THOSE MODIRCA71ME REQUESTED HEREIN OR OL SUBMISSIONS OR AS SPECIFICALLY NOTED CO CTO IN THIS SI ION. ANY OTHER M WORCATI ATAT Ay �:. TO on BY THE CONTRACTOR OF PREVIOUS i i = — -___ _--=_= MATERIAL 18 SCALLY DISAPPROVED. IT A A i ••• UND STOOD THAT ENL14M NOWNON ON Sil9MTTALB TP R w u•->« m ••• •••••• NOT TO BE AS ADDI11 ----------- ------------------- --------- QRiAAUQ 013, N CUE LIBRARY • WO OR CUE ao.K-m rk) 107 w• ••• : •6990• sa•u� w o • : ,21 E • DATI.— /15 A A i------ $••• n • i0•••i • • COVERED ENTRY ; STAIRS • • • 09000 -- LIVING ROOM •�••6� �� • 69:066 ---------; ----- >0 9v� m �L )• • •••••• --- v'x eo ue' wk-12-0w)3) 04 t 6• Ln-� i i I I i 108 •�"• •I5 �• • i i -•- IOP.80 8B'(STCFS WW CASErM) **Sege rtm a u-045MJ i i j0�00• _____________________________________________ X .+ ••.••• 11 .•ti • • • • • DOOR SCI-IEDULI= �------------------------------------------------------ o,dn p Na TYI°E ht4TEf& HBlFI TII�9q.D .W8 I®14RC8 u.� N 4"w • RWFLGW MOA•1404606J "�j l�V1 103 37' all* Pi' FRENCH BWOdCs AU METAL V10OD U h p\N l9a m6 62' ?4- BLIDDMG KETAL WOOD p w CA 105 106' 819/4' P' �IDDMG METAL WOOD 176 106' 819/4' Pr' >AwIM PETAL WOOD ® Q i'•� 10'1 '12' 8018' P' FRENCH BWMG - METAL UL70D IdP R 4 6•'f6T .T2d681e1TJ 1--1 00 v�O FRENCH BWMG - T1ETAL UIDOD nada!14.04DID6J 'a OECM FLOQR Ipp`- 201 06' 819!4' P4' BLIDDMG METAL UIDOD a 2>aJ I6e' 6 UI' Pi' IM=M METALI WDDD w a a WINDOW SCHEDULE Na TYPE imlH Isar k4 58' A �IFRED 36' 80' 8 E TOTCA9�'ENT w F(Z C AU" M. 24 U4' ,2b' 013/4' FIRST FLOOR PLAN V-ALe:r<Ix 1'-0' z° BLIDMG 90 V4' 44 U8' r F ROD wins T. 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V. 44114' L HOmZONiAL BLIDMG 41' 43' NOTE FEED 7fn o amr DR MA= J U L `� NOTu GLABB TTPE=MtONOLTRIIC P'9°AGT � t W z 24 IR'-x0 m z 44 1/4'-XOx (NOA.•13-0614,04) (WA.•13-0.24,04) MASTER BATH LOA uy�O �T`1h 32 V4' d4 V4' C o `^ � � a• (HOA'z 14-046,001 --o_� ��� h o a �� MASTER BEDROOM Y (`' 00 o m 04 CLOSET O BATH No.2 Z8x14A-XO $ \� (HOA•13-0624,04) 0 BEDROOM No.2 tuv o IL V4'z 441 4' Q6 z BI (404-Id• 3067 (NOA•20------------- --------------- b1 Y a • ui �u o • FS • • •••• •••• • J • 'Q• • • • • • STI RS BEDROOM No.] • M rN,0aA.-•w•046,067 C� •'+ •••�N • •••••• a • • BATH 1 •••lam • •••• ••••• �.••Goo .'.: ...... ------ - -- -- ------------------- DOOR SCHEDULEL- oo v . ----------------------------------------------- No s>� TYPE Marema FM SH tNOLD aar� Lacs '�`• ; �,. • • 0 202 ��� u• N • • • ••••i• 103 31 81 VP P<' FRENCH SWMG AL/GL METAL WOOD ea v1•.Y' wa'x 61 oxxo MOA•14-047,06) _____�A•Q-0 b1 104 �8' 81' P4' SLIPPING AL AL - METAL WOOD ----- ----- ----- ----- _ '" �1 &��• to• ••• •••••: 105 106' 813/4' P6' SLIPPING- - METAL WOOD - --•- ---• ------ - - - - - - V{ C�• fV 106 106' 813/4' P,' SLIDDING METAL/GL METAL WOOD G7 "� • • • 101 11' 80 US' P<' SLIDDPJG METAL/6L METAL WOOD 'b • • 108 _. _VB' P4' SLIDDPJG AL/GL METAL WOOD BF.=FLOOR 4.+ y 101 Db' 813/4' p4' SLIDDMG METAL/GL METAL WOOD F�100 201 168' 81 IR' P4' SLIDDUdG METAL/GL METAL WOOD UNDOW SCHEDULE w U" uwaau OFom+a a ra TYF£ UIDTH Koff Faimm � .. A FIXED 36 s0. F B STOREFRONT/CASEMENT 142' 80 5/8' %fQ C ASEME 12' 01 /4' SECOND FLOOR PLAN SCALE:1j4'=1'-0' ° D CASEMENT Q6' 813/4' E SLIDMG W 1/4' 4410 F FIXED 88 12' 3/ G 2 FIXED l0 3/4' l2 3/4' H FIXED 31 U4' 44 V4' 1 HORIZONTAL SLIDING 88' 14 V2' J HORIZONTAL SLIDMG III' 44 V4' s L HORIZONTAL SL DW. 41' 13' C/'v NOTE:FIELD STRIPY DIMENSIONS NOTE:GLASS TYPE:MONOLIMONOLITHIC IMPACT 31ffffA7lAB18t oLn 0 OdS* - 0) u Mco � � ,«��,��.� 3 > -• -------- ------------------------- ------- II- 7.f -�.a Q (� co d U00N .aN �`i E L? 17 Ln U of rn �_ �— ❑ 02 �_ 3 LL_ o o MEN - _—_—_---- lOPOFSE MROORSLQ N w -------------------------------- ;' toPOFFesrFtooRsws�_ -- - ----- - - ----------- ----- - ----- --------- Et.=•oa'N�esNcwl V EAST (FRONT) ELEVATION SCALE 1/4"-1'-0" ELa+67f Ncw V/ 4� � O 0000 00,00. s • ••..� �•• 0000.0 • ropOF11E BFAM •00 •� •• • . --—-—-—-—-—- ---------------—-—--------------- ----- • ------ --- --- b...P- .Oe• 0000. • • 0000 • 0000• •� r� •• 0000•• V G • +•� • •� • 0000•. vJ • •• ----- rOPofsEc=FlRsIAB� . • • • ---_---_—_—_-- EL..491d • 100.0• • O d� --- ----- loPOFF@SFROO O, --------- -- ------------- —------------------- --- EL-OC(.Res Ncw, � '� IOPOFEsueFaF� r� a=•a�rNcw SOUTH (SIDE) ELEVATION '-,,MPOFGReOE SCALE 1/a'=1'-0" a" NGC DATE: 4/09/15 SCALE: NONE D RAW N BY: EMR REVISED BY: GQ '��1✓� � SHEET NO. J C W L O 0 L •�� cm m IT o ob r m � V TOP OFiff BEAM O ` Eh z co u ----------- --------------------------- --- -------------------------------------- ga.,7d .U�>o ' a, coa —_ 7op0FSEcoonOORSIAB/` Li- - L ---—-— -—-—-—-—-—-—-------— —-—-—_�—-—-—-—-—-—-—-—-—-—-— - —-—-—-—-—-—---— EL.=+4d N L r ii Egg 0 :/ ®0 TOP OFFPM FLOOR SUB 10 Q E=+oa KMas N-------------- ---- - --------- - - WEST (REAR) 4EVATION SCALE 114'c 1'-0" ¢=+i7TNGVD •�, Q rz� • �? o ---=--------- ,�P2F ffM,� ... ..... ..... QI ❑1 .. .. • & ...... IOPOF SECOND ROORAAB • ^ 1-1 • 70P OF FflW FLOORSLAB/�.- t • V ---_ --_ - - _---_—_----_—_— —_—_—_—_—_— ----_—_---_—_-- EL-4W[+7.W NGVDI NORTH (SIDE) ELEVATION �'� 70POF6RADE SCALE 114"-1'-0" - EL" DATE: 4/09/15 SCALE: NONE D RAW N BY: EMR /4l V , REVISED BY: GQ `7 I ZI (� f S SHFEf NO. t MIAMI-tn)ADE 1Y11AMi 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) w%viy.miamldade.F_oyleconomy Aldora Aluminum & Glass Products, Inc. 11500 Miramar Parkway, Suite 300 H(2 Miramar FL 33025 rt_ SCOPE; I 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 (AHD). 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 perforin 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 "Front Set" Aluminum Window Wall System—L.M.I. APPROVAL DOCUMENT: Drawing No. W14-12, titled "Series Front Set Alum Windowall Sys. (L.M.I.)", sheets 1 through 10, 11, 11.1., 12 and 13 through 19 of 19, dated 03121/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of.this NOA as an endorsement of any product, for sales, advertising or any other purposes all 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 tRe 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 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 Manuel Perez,P.E. NOA,No. 14-0415.06 MIAMI•DADE C0U= Expiration Date: July 03, 2019 Approval Date: July 03,2014 . { Page 1 5 -'S 4?i . . . .. g • .. . . . . ... . v� ar z t Aldora Aluminum & Glass Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-12, titled "Series Front Set Alum Windowall Sys. (L.M.I.)", sheets 1 through 10, 11, 11.1, 12 and 13 through 19 of 19, dated 03/21114, prepared by Al— Farooq Corporation, signed and sealed by Javad Abmad, P.E. B. TESTS 1. Test rdports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform. Statin Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202--94 along with marked up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 7140, dated November 27, 2013, signed and sealed by Marlin D. Brinson;P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201--94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 7641, dated March 18, 2014, signed and sealed by Marlin D. Brinson, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202--94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation-diagram.of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Deport No. FTL 7698, dated March 18, 2014, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511, Edition (2014), prepared by Al—Farooq Corporation, dated April 9, 2014, all signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) anu li z, Px. Product Co !trot aminer NOA o. 4-0415.06 Expiration Date: July-03,2019 Approval Date: July 03,2014 E- 1 .. . . . . . . . . . • .. . . . . ... . . .. .. .. 0.0 . . .. 000 .... ... .. . . .. .. •• . . . • . .. • . . . • • • ... . ... .. ... ... ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Aldora Aluminum & Glass Products, Inc. NOTICE OF.ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.Y. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas8 Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-,1126. 20 issued to Allnex USA., Inc. for their "Uvekol Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. . Notice of Acceptance No. 12-1231..10 issued to Eastman Chemical Company (M.A.) for their "Saflex. Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014), and of no financial interest, dated April, 9, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad.Ahmad, P.E. 2. Proposal No. 12--1.644 issued by the Product Control Section, dated September 10, 2012, signed by Manuel Perez, P.E. G. OTHER I. None. Manuel Ca , .E. i Product Contro finer NOA No. 15 5.06 Expiration Date: duly 03,2019 Approval Date: July 03,2014 E-2 .. ... . . . . .. i • .. . . . . ... . • . . . . . . . 0*0 .. . . . . .. 000 0 Soo 000 :00 000 ... . . . . ... . n. D.L. OPNG. D.L. OPNG. D.L. OPNG. D.L. OPNG. v► SEE SHEET 3 SEE SHEET 3 SEE SHEET 3 SEE SHEET 3 cr dw A A A A � Z -'O 12 14 --------- 12 i4 m v F 1_4_---------- ¢ N p_, � 0 0 13 13 i3 '/ 13 0 IL 13 Qt re 15 ^ ------ 1 �, II 4 � ~ � . G I; / �a• c�M '/ Q fit�� 16II / S2 x W � s� �/. II x w x z z7: �' �/ `j / wX ausi W !a N a / /� 11 p w i - O ib F- w B B t / !/ o�y , uwi A _j s t�i iv W a 12 14 �1/ ri N 000 Ip W o0 ¢ V mQ m Z n V) I1 /i o o m to� Ld a >- If at 8 0 ¢ U tx Z a Y � V �/ II � N U � D-' • _ &n I i SEE 'ALDORA' j twit i pQ C)•• ••••• twn j, j I IMPACT DtkOR NOA L• • • I I FOR DOOR 'SATING • •• •• & DETAILS. \ • . •'••• C C • C C I,,l_. 12 14 • ' 0000R-fes10° `__moi �___ �iI4 1/2 • 4 1 2" I 3^ t HEA /S1 f : •• HEAD/SILL 4 i 1 TYP. ! I S 0000•• OPTION WIT CORNERS i 1/2n HEAD t� ANCHORS TYPE I CORNERS 3" f ANCHORS TYPE ; • • • JAMB ANCHORS 3 �� ANCHORS TYPE SILL ��AW, AC, BW, BC OR CM ; ANCHORS TYPE Fyp ,�`AW, AC, BW, BC OR CM • • \`AW, AC, BW, BC OR CM 2, 3 OR 4 AT EACH SIDE OF MULL • • •• TYP �_AW, AC, BW, BC OR CM 2, 3 OR 4 AT EACH JAMB • ' • 2, 3 OR 4 AT EACH JAMB SEE SHEETS 8 THRU 10 2, 3 OR 4 AT DOOR MULL SEE SHEETS 8 THRU 10 • SEE SHEETS 8 THRU 10 SEE SHEET 11 T TYPICAL ELEVATION SERIES FRONT SE SINGLE '0' PANEL: 2 ALUMINUM WINDOWALL SYSTEM FRAME WIDTH = D.L.O. WIDTH + 4.50" THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI—DADE FRAME HEIGHT = D.L.O. HEIGHT + 4.50" v COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL INSTRUCTIONS: WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. USE CHARTS AS FOLLOWS. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.1. o v STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED D THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. L REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY USING APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REQUIRED. HURRICANE ZONE (HVHZ). SEE CHARTS ON SHEET 3 FOR DESIGN LOAD WINDOW WALL FRAMES MAY BE WITH OR WITHOUT THERMAL BREAK. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER STEP 2 CAPACITY OF DESIRED GLASS SIZE. I -I LOADS TO THE STRUCTURE. EnCHECK MULLION CAPACITY FOR Agr: dAVAD'AHMAD a u GIVEN SPACING AND CML Approved ea catnlsl9itr�wlt]'� t iv ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS HEIGHT USING CHARTS ON SHEETS 4 THRU 7 FOR STOREFRONT FLA. PE #I 70592 Flarttlo 'y�Iittp ad o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MULLION AND SHEET 11 FOR DOOR MULLION, C.A.N. 3538 l3:ite S, a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. N? ; $ Y R7 attel Dade Erode C rut NOT PART OF THIS APPROVAL. STEP 4 USING CHART ON SHEETS 8 THRU 10 SELECT ANCHOR OPTION A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED B . drawing no. / IN STEP 1 ABOVE. W1 4-12 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THATUE RESULTING FROM STEPS 23AND 4 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STE SHALL APPLY THE LOWEST VALUE ENTIRE SYSTEM. , , sheet 1 of 9 REQUIREMENTS OF THE FLORIDA BLDG. CODE. 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" Interlo er .120" Interlayer .090" Interloyer `� I y DuPont SentryGlos Uvekol S Saflex Clear And Color Glass By 'E.I. DuPont De Nemours & Co., Inc.' By 'Allnex USA, Inc.' M By 'Eastman Chemical Co.' O n j J 1/4" HEAT STREN'0 GLASS 1/4" HEAT STREWD GLASS 1/4" HEAT STREN'D GLASS 0 o 90 p o O 0 0 J v U m m 11. Z w {=j g N w til j 0 p h N 2 6 1� 25 j I 25 G rMl � 0 28 1 I 25 26 � II 25 - i I I a 00: g i j l I I l0 0. a Q I 11 I O � z0.. SILICONE SILICONE SIUCONE S1 SILICONE 31 31 31 DOW CORNING CWS Q t' DOW CORNING CWS DOW CORNING CWS DOW CORNING CWS TREMCO TREMSiL 600 TREMCO TREMSIL 500 TREMCO TREMSIL 600 TREMCO TREMSIL 600 DOW CORNING 899 + DOW CORNING 899 + + DOW CORNING 899 + + DOW CORNING 899 — GLASS TYPE G1 GLASS TYPE G3 GLASS TYPE G5 a m ALTERNATE GLAZING DETAIL ::-5; v aN OPTIONAL. FOR GLASS TYPES 'G1', 'G3' & 'G5' " a(alI 1/4" TEMP. GLASS 1/4" TEMP. GLASS 1/4" TEMP. GLASS j 1/2" AIR SPACE 1/2" AIR SPACE 1/2" AIR SPACE ti 1/4" HEAT STREWD GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS WE CD.090 Intertoyer • d a • 090" Interloyer 120" Interlayer Saflex Clear And Color Glass •� a-1� °° . •••• DuPont SentryGlos Uvekol S 8 'Eastman Chemical Co.' . *E � •� • •. E.I. DuPont De Nemours & Co., Inc.' By 'Allnex USA, Inc.' y t'y = g J I • ••••• 8Y • •tC •c q L„ I• • 1/4" HEAT STREWD GLASS 1/4" HEAT STREN'D GLASS HEAT STREN'D GLASS • o �•of • •••• 0� a 0000• 0 Eoil o a • • �<"y ••i•• t= . F • tai c- F- • 0000•• C m I of `� • .• Z W to j I II I • • •• ••••�• cn �ry 25 26 it jl I� 25 26 i. it I 25 � 25 i SI i� :• • • • • 0000•• f>� c o SILICONE SILICONE 34 SILICONE 34 DOW CORNIINGCONE CWS 34 y DOW CORNING CWS 34 DOW CORNING CWS DOW CORNING CWS TREMCO TREMSIL 600 TREMCO TREMSIL 600 m TREMCO TREMSIL 600 TREMCO TREMSIL 600 , , DOW CORNING 899 DOW CORNING 899 GLASS TYPE 'G2' DOW CORNING 899 GLASS TYPE 'G4' Dow CORNING ess GLASS TYPE G6 ATNERNATE GLAZING DETAIL W OPTIONAL FOR GLASS TYPES 'G2', '134' & 'G6' o 0 (A a ami o M Fes. z (n KS,id •r 26 I I I I 25 Engr. JAVAD Approved as complytug with 1hr N ]FlM M► !� I /2" AIR SPACE CONSISTING OF: F CAN.35 70592 DDa j SPACER: M v° ori v o ALUMINUM BOX SPACER AROUND THE PERIMETER OF THE GLASS. 42014 / Ry PERIMETER SEALANT: drawing no. " 34 SILICONE DOW CORNING 791 LAMINATED GLASS ON EX'T'ERIOR GE 2000 sheet 2of 19 OPTIONAL FOR GLASS TYPES '132', 'G4' & 'G6' GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACITY - PSF GLASS TYPES GLASS TYPES GLASS TYPES i NOMINAL DIMS. GI' & G2 G3 & G4 G5 & 'G8 NOMINAL DIMS. G1' & G2 'G3' & G4 G5 & 'G8 NOMINAL DIMS. 'G1' & 'G2' 'G3' & 'G4' 'G5' & 'GB' O.L.O. D.L.O. D.L.O. WIDTH DLO. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) D.L.O. WIDTH D.L.O. HEIGHT EXT.(+) INT-(-) EXT.(+) INT.(-) EXT.(+) INT.(-} D.L.O. MOTH D.L.O. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.{}} INT.(-} 'WIDTH WIDTH Q �¢ 33" 120.0 135.0 120.0 135,0 65.0 75.0 33" 120.0 135.0 120.4 135.0 65120.0 135.0 120.0 135.0 65.0 75.0 P .0 75.0 33" �• ul n 36" 120.0 135.0 120.0 135.0 65.0 75.0 36" 120.0 135.0 120.0 135.0 65.0 75.0 36° 128A 135.0 120.0 135.0 65.0 75.0 Cl CL m 39" 120.0 135.0 120.0 135.0 65.0 75.0 39" 120.0 135.0 120.0 135.0 65.0 75.0 39" b0.0 60.0 80.0 80.0 55.0 75.0 i C O b 60.0 60.0 80.0 8d.0 65.p 75.0 � .. 42" 120.0 135.0 120.0 135.0 65.0 75.0 42" 120.0 135.0 120.0 135.0 65.0 75.0 42" p dr 45" 120.0 135.0 120,0 135.0 65.0 75.0 45" 120.0 135.0 120.0 135.0 65.0 75.0 45" 60.0 60.0 80.0 80.4 48" 120.0 135.0 120.0 135.0 65.0 75.0 48" 60.0 60.0 80.0 80.0 65.0 75.0 48" 121-1/2" 60.0 60.0 80.0 80.0 = i j IS 51, 73-1/2" 120.0 135.0 120.0 135.0 65.0 75.0 51" 97-1/2- 60.0 60.0 80.0 80.0 65.0 75.0 51, 60.0 60.0 80.0 8a.4 0 0 �a w a 54 120.0 135.0 120.0 135.0 65.0 75.0 54" 60.0 60.0 80.0 80.0 - - 54" 60.0 60.0 80.0 80.0 - - p O Q Qif 57" 120.0 135.0 120.0 135.0 65.0 75.0 57" 60.0 60.0 80.0 80.0 - - 57° 60.0 60.0 80.0 B0.0 - - W -� 00�- 60" 120.0 135.0 120.0 135.0 65.0 75.0 60" 60.0 60.0 80.0 80.0 -- - 6d" 60.0 60.0 80.0 80.0 - - Q 63" 90.0 90.0 80.0 80.0 65.0 75.0 63° 60.0 60.0 80.0 80.0 - - 63" 60.4 60.0 80.0 80.0 - - LL Z =11 fi 120.0 135.0 120.0 135.0 65.0 75.0 66" 60.0 6d.0 80.0 80.4 65.0 75.0 66" 60.0 60.0 80.0 8d.0 - - 33" .1 69" 60.0 60.0 80.0 80.0 65.0 75.0 69" 60.0 60.0 80.0 80.0 - - 36" 90.0 90.0 80.0 80.0 fi5.d 75.0 Q w 33° 120.0 135.0 120.0 135.0 65.0 75.0 33" 120.0 135,0 120.0 135.0 65.0 75.0 39" 60.0 60.0 80.0 80.0 65.0 75.0 36" 120.0 135.0 120.0 135.0 65.0 75.0 36" 120.0 135.0 120.0 135.0 65.0 75.0 42" 60.0 60.0 80.0 80.0 = - O co 04 39" 120.0 135.0 120.0 135.0 65.0 75.0 39" 120.0 135.0 120.0 135.0 65.0 75.0 45" 60.0 80.d 8D.0 80.0 M 127-1/2" 60.0 60.0 80.0 80.0 42" 120.0 135.0 120.0 135.0 65.0 75.0 42" 120.0 135.0 120.0 135.0 65.0 75.0 48" N LLJ ro 45" 120.0 135.0 120.0 135.0 65.0 75.0 45" 90.0 90.0 80.0 80.0 65.0 75.0 51" 60.0 60.0 80.0 80.0 - - 48" 120.4 d60.0 120.0 135.0 65.0 75.0 48" 60.0 60.0 80.d 88.0 65.0 75.0 54" 60.0 60.0 $0.0 80.0 - - o o 5i" 79-f/2" 120.0 120.0 135.0 65.0 75.0 51" 103-1/2" 60.0 60.0 80.0 80.0 - - 57" 60.0 60.0 80.0 80.0 50.0 60.0 80.0 80.0 54" 120.0 120.0 135.0 65.0 75.0 54" 60.0 60.0 80.0 80.0 - - fid" v w u� 57" 90.0 80.0 80.0 65.0 75.0 57" 60.0 60.0 80.0 80.0 - - 33" i 20.0 135.0 120.4 135.0 65.0 75.0 • • • <CCQ•• 60" 60.0 80.0 80.0 65.0 75.0 60° 60.0 bQ.d 80.0 80.0 - - 36" 60.0 60.0 80.0 80.0 65.0 75.0 • a.c) ••••• 60.4 60.0 80.4 8Q.o - - •� •N • •• fi3" 60.0 80.0 80.0 65.0 75.d 63" 60.0 60.0 80.0 80.0 - - 39" • •E �t w• •60.0 60.0 80.0 80.d - - • • � 1 • •••••g6" s0.0 80.0 80.0 - - 66° 60.0 s0.0 80.0 80.0 - - 42" - - WU �• 69" 6o.0 60.0 80.0 80.0 - - 69" 60.0 60.0 80.0 80.0 -- 45" f s0.4 60.0 80.0 80.0 - - • • 2 t 07 :609944 33" 120.0 135.0 120.0 135.0 65.0 75.0 33" 120.0 135.0 120.0 135.0 65.0 75.0 48" 133-1/2" 60.0 60.0 80.0 80.0 L 0 M d 00000 36" 120.0 135.0 120.0 135.0 65.0 75.0 36" i 20.0 135.0 i 20.0 135.0 65.0 75.0 51° 60.0 60.4 80.0 80.0 - - • v LO ••i•• 39" 120.0 135.0 120.0 135.0 65.0 75.0 39" 120.0 135.0 120.0 135.0 65.0 75.0 54" 60.4 64.0 80.0 80.4 - - a �-g' •••• • 60.0 60.0 80.0 80.0 • 42" 120.0 135.0 120.0 135.0 65.0 75.0 42" 90.0 90.0 80.0 80.0 65.0 75.0 57" - : • • 45" 120.0 135.0 120.0 135.0 65.0 75.0 45" 60.0 60.0 80.0 80.0 65.0 75.0 33" 98.0 90.0 80.0 BO.Q 65.a 75.0 • •• ••"' 80.0 60.0 80.0 80.0 65.0 75.0 • • • 48" 120.0 135.0 120.0 135.0 65.0 75.0 48" 60.0 60.0 80.0 80.0 - - 36" • • • ••••• 51" 85-1/2" 120.0 135.0 124.0 135.0 65.0 75.0 51" 109-1/2" 60.0 60.0 80.0 80.0 - - 39" 60.0 60.0 80.4 80.0 - - 54" 90.0 90.0 80.0 80.0 65.0 75.0 54" 60.0 60.0 80.0 80.0 - - 42" 60.0 60.0 80.0 80.0 - 57" 60.0 60.0 80.0 80.0 65.0 75.0 57" 60.0 60.0 80.0 80.0 - - 45" 139-1/2" 60.0 60.0 80.0 84.0 - - C 60" 60.0 60.0 80.0 80.0 65.0 75.0 60" 60.0 60.0 80.0 80.0 - - 48" 64.0 60.0 80.8 80.0 - - °- 63" 60.0 60.0 80.0 80.0 - - 63° 60.0 60.0 80.0 80.0 - - 51° 60.0 68.0 88.0 80.0 - - 66" 60.0 60.4 80.0 80.0 - - 66" 60.0 60.0 80.0 80.0 - - 54" 60.0 60.0 80.0 80.0 - - w 69" 60.0 60.0 80.0 80.0 - - 69" 60.0 60.0 80.0 80.0 - - 57" 60.0 60.0 80.0 80.0 - - 33" 120.0 135.0 120.0 135.0 65.0 75.0 33" 120.0 135.0 120.0 135.0 65.0 75.0 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. 36" 120.0 135.0 120.0 135.0 65.0 75.0 36° 120.0 135.0 120.0 135.0 65.0 75.0 o v . o 39" 120.0 135.0 120.0 135.0 65.0 75.0 39" 120.0 135.0 120.0 135.0 65.0 75.0 N 42" 120.0 135.0 120.0 135.0 65.0 75.0 42" 60.0 60.0 80.0 80.0 65.0 75.0 NOTE: .'- c 45" 120.0 135.0 120.0 135.0 65.0 75.0 45" 60.0 60.0 80.0 80.0 65.0 75.0 GLASS CAPACITIES ON THIS SHEET ARE 48" i2o.0 135.0 120.0 135.0 65.0 75.0 48" 60.0 60.0 80.0 80.0 - - BASED ON ASTM E1300-09 (3 SEC. GUSTS). 51" 91-1f2" 60.0 60.0 80.4 80.8 65.0 75.0 51" 115-1/2" 60.0 60.0 80.0 80.0 - - Engr: JAVAD AHWD nscauplyisgwttl�1wCIVIL rid & 54" 60.0 60.0 80,0 80.0 65.0 75.0 54" 60.0 60.0 80.0 80.0 - - tUL PE # 70592 Dates u ; o I 57" 60.0 60.0 80.0 80.0 - - 57" 60.0 60.0 80.0 80.0 - - C,AX 3538 I,{�pp 60" 60.0 60.0 80.0 80.0 - - 60" 60.0 60.0 80.0 80.0 - - MI ail a Product C tro 63" 60.0 60.0 80.0 50.0 - - 63" 60.0 60.0 80.0 80.0 - - 66" 6Q.0 60.0 80.0 80.0 - - 66° 60.0 60.0 80.0 80.0 - I - P Zdringno.69" 60.0 bo.o ao.o ao.o - - GLASS JU 2014 4-12 sheet 3of 19 n. DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 47 MULLION MULLION MULLION WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS d NOMINAL DIMS. MULLION 'ML' NOMINAL DIMS. MULLION 'M2' NOMINAL DIMS. MULLION 'M2' 1 t 7 12 it 7 Z, h JAMB 'J1' JAMB 'd2'/'J2A' JAMB 'J2'/'J2A' WIDTH (N) FRAME HEIGHT EXT.(+) INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(--) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) Lu to I 30' 90.0 90.0 30" 120.0 135.0 30' 120.0 135.0 90 0 a 36" 90.0 90.0 36" 120.0 135.0 36" 120.0 135.01 �-.7 42" 90.0 90.0 JAMB 'J1' JAMB '12' JAMB 'J2A' 42" 120.0 135.0 42" 120.0 135.0 �. 48" 84' 90.0 90.0 48" 120.0 135.0 44" 120.0 135.0 Ix IN-4 SX IN 3 Ix IN 4 S1 {N"3 IX IN44 Sx [N^31G 54" 90.0 90.0 84" 114" 5.684 2.521 ALUMINUM 4.027 1.788 ALUMINUM 5.684 .760 54" 120.0 135.0 48" 80.0 80.0 STEEL 1.513 .760 STEEL 1.519 .760 60' 90.0 90.0 60" 120.0 135.0 54" 80.0 80.0 TOTAL 8.432 TOTAL 10.089 V Q ti 61" 90.0 90.0 Ix ALUM+Ix STL X 29 Ix ALUM + Ix STL X 2.9 C 66" 80.0 80.0 60" 80.0 80.0 O 66' 80.0 80.0 72" 80.0 80.0 66" 80.0 80.0 72" 80.0 80.0 O 30" 120.0 135.0 72" 80.0 80.0 � .a�.r, -0 N 30" 90.0 90.0 36' 90.0 90.0 36" 120.0 135.0 30" 120.0 135.0 38 LL Z�.= 42" 90.0 90.0 42" 120.0 135.0 36" 120.0 135.0 l 48" 90" 90.0 90.0 48" 90" 120.0 135.0 42" 120.0 134.5 7A SA 7A 8A a 54" 90.0 90.0 54" 120.0 135.0 48" 120° 80.0 80.0 57' 87.9 87.9 56" 120.0 135.0 54" 80.0 80.0 60" 80.0 80.0 60" 80.0 80.0 - v O 60" 80.0 80.0 C M 1 66' 80.0 80.0 66" 80.0 80.0 66" 80.0 80.0 ��nn W LTJ W 72' 76.8 76.8 72" 80.0 80.0 72" 80.0 80.0 = r 30' 90.0 90.0 30" 120.0 135.0 30" 80.0 80.0 36 G 0 36" 90.0 90.0 36" 120.0 135.0 36" 80.0 80.0 a. 7 8 0 4 42" 90.0 90.0 42' 120.0 135.0 42" 80.0 80.0 7 8 z Nom` X< 48" 96" 120.0 135.0 48" 126" 80.0 80.0 C7 mood, 48' 96" 85.6 85.6 aQ • 54' 78.0 76.0 52" 120.0 135.0 54" 80.0 80.0 • die . IR •••,• 60" 72.2 72.2 54" 80.0 80.0 60" 80.0 80.0 , •' DE � M+ • • •• 66' 67.8 67.8 60" 80.0 80.0 66" 78.9 78.9 MULLION 'MI' MULLION 'M2' • We a <LL- 72' 72' 64.5 64.5 66" 80.0 80.0 68" 77.1 77.1 • z - •,ao •••••• Ix IN-4 Sx IN�3 Ix 1N"4 3x IN 3 3 M ¢ • • • 3p" 90.0 90.0 72' 80.0 80.0 30" 80.0 80.0 5.670 2.514 ALUMINUM 5.670 2.514 a Lr, ••••• STEEL 4.000 2.000 • c O a • ,•:,,TOT • 36' 90.0 90.0 30' 120.0 135.0 36" 80.0 80.0 •, L. L • 42" 53.3 83.3 39" 120.0 135.0 42" 80.0 80.0 USM +h Sri X 29 17.270 •, • •••••• �, a •• Q. 102" 74.2 74.2 42" 120.0 135.0 48" 132' 80.0 80.0 • •••••• 50" 71.7 71.7 48" 102" 120.0 135.0 54" 80.0 80.0 • 54' 67.3 67.3 49" 120.0 135.0 60" 73.3 73.3 ' •• •• 60' 62.1 62.1 54" 80.0 80.0 65" 68.7 68.7 66' 58.1 58.1 60" 80.0 80.0 30" 80.0 80.0 70" 55.9 55.9 fib" 80.0 80.0 36" 80.0 80.0 c 30" 90.0 90.0 72" 80.0 80.0 42" 80.0 80.0 36" 80.1 80.1 30" 120.0 135.0 48" 77.3 77.3 fy 42' 69.8 59.8 138" 36" 120.0 135.0 54" 69.7 69.7 w v 48" 108" 62.3 62.3 42" 120.0 135.0 60' 62.6 62.6 ,�„ ,,;P W ;�;.. 54" 56.7 56.7 46" 120.0 135.0 62" 61.9 61.9 60' 52.3 52.3 108" 48° 80.0 80.0 30" 80.0 80.0 0 0 66' 48.9 48.9 54" 80.0 80.0 36" 80.0 80.0 +n 30' 80.0 80.0 36' 67.8 67.8 60" 80.0 80.0 42" 144" 76.7 76.7 e c 42' 59.0 59.0 66' 80.0 80.0 48" 67.8 67.8 W1 W2 W3 48" 52.5 52.5 72" 80.0 80.0 54" 61.0 61.0 a 114" 60" 55.7 55.7 WIDTH (W) = W1 1 ❑ 54' 47.6 47.6 Engr. JAVAD AHMAO Approved as complying with the a 60" 43.9 43.9 AT FRAME JAMB CML Florida"Ait'`c e FLA. PE # 70592 mw j o I La W2 + W3 'C.A. 3538 T A 63' 42.3 42.3 WIDTH {W} MURK u 30' 68.9 68.9 AT FRAME MULLION 2 M mi .3de Produ troi ! 36" 57.9 57.9 42" 50.3 50.3 ' oxdrawing no. - 120" 48" 44.7 44.7 MULLIONS { (� W1 4-12 54" 40.5 40.5 JUN � 9 201 sheet 4 of 19 60" 37.2 117.2 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF MULLION 31ULLION MULLION WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS 35 d NOMINAL DIMS. MULLION 'M3' NOMINAL DIMS. MULLION 'M4' NOMINAL DIMS. MULLION `114' 11 1 11 1 O 1 JAMB 'J3 JAMB 14 JAMB J4 WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) N <1 �' 2 IN o 30" 90.0 90.0 30" 100.0 100.0 30" 100.0 100.0 IL 36" 90.0 90.0 36" 100.0 100.0 36" 100.0 100.0 0 0 U 42" 90.0 90.0 42" 100.0 100.0 42" 95.5 95.5 JAMB `J3' JAMB 'J4' IL 48" 84" 90.0 90.0 48" 84" 100.0 100.0 44" 114" 91.5 91.5 IR IN^4 Sx IN^3 IX IM^4 SXIN^3 a` Q IL 54" 90.0 90.0 54" 100.0 100.0 48" 60.0 60.0 5.813 2.538 ALUMINUM 5.813 2.538 0 8 60" 80.0 80.0 60" 100.0 100.0 54" 60.0 60.0 STEEL 2.000 1.000 v p 't 0 M 66" 80.0 80.0 66" 60.0 60.0 60" 60.0 60.0 I1xdATLUA+Ix sTL x 2.9 11'613 0 a 72" 80.0 80.0 72" 60.0 60.0 66" 60.0 60.0 0 30" 90.0 90.0 30" 100.0 100.0 72" 60.0 60.0 FTTIw�.:d 36" 90.0 90.0 36" 100.0 100.0 30" 100.0 100.0 35 L6 2 W= ro 42" 90.0 90.0 42" 100.0 100.0 36" 99.0 99.0 :j N 48" 90" 90.0 90.0 48" 90" 100.0 100.0 42" 85.8 85.8 9 110 9 10 a W g 51' 90.0 90.0 54" 100.0 100.0 48" 120" 60.0 60.0 54" 80.0 80.0 56" 100.0 100.0 54" 60.0 60.0 =` O rn 60" 80.0 80.0 60" 60.0 60.0 60" 60.0 60.0 J u o ro 66" 80.0 80.0 66" 60.0 60.0 66" 58,2 58.2 W 72" 77.6 77.6 72" 60.0 60.0 72" 54.5 54.5 35 � O0 30" 90.0 90.0 30" 100.0 100.0 30" 60.0 60.0 a 36" 90.0 90.0 36" 100.0 100.0 36" 60.0 60.0 Q" } 42" 90.0 90.0 42" 100.0 100.0 42' 60.0 60.0 9 10 9 10 C Y to • 48" 98" 86.5 86.5 48" 96" 100.0 100.0 48 126" 60.0 60.0 t9 �y• • 54" 78.8 78.8 52" 100.0 100.0 54" 60.0 60.0 • 0 O •• • ••••• 60" 73.0 73.0 54" 60.0 60.0 60" 56.5 56.5 to • • •• 66" 68.5 68.5 60" 60.0 60.0 66" 52.2 52.2 z q J ••••• 72" 62.5 62.5 66" 60.0 60.0 72" 51.0 51.0 MULLION `M3' MULLION `M4' 1r E a r$o • :••.. s3 :2 • • • 30" 80.0 80.0 72" 60.0 60.0 30" 60.0 60.0 IX IN^4 SX IN^3 IX IN^4 SX IN^3 ' a O roi •• •• 36" 80.0 80.0 30" 100.0 100.0 36" 60.0 60.0 5.813 2.529 ALUMINUM 5.813 2.529 ., • STEEL 2.000 1.000 • p • ••i••• 42" 80.0 80.0 39" 100.0 100,0 42" 60.0 60.0 r r �' • •••••• 48" 75.0 75.0 42" 100.0 100.0 48" 60.0 60.0 Ix i�+Ix sT�x 2.s 1.613 1 • F- • 102" 132" • • • 54" 68.1 68.1 48" 102" 100.0 100.0 54" 56.0 56.0 •••••• • � • • • 60" 62.8 62.8 49" 100.0 100.0 60" 51.1 51.1 •••••• 66" 58.7 58.7 54" 60.0 60.0 65" 47.8 47.8 • • 70" 56.5 56.5 60" 60.0 50,0 30" 60.0 60.0 30" 80.0 80.0 66" 60.0 60.0 36" 60.0 60.0 C 36" 80.0 80.0 72" 60.0 60.0 42" 60.0 60.0 42" 71.6 71,6 30" 100.0 100.0 48" 138" 56.8 56.8 Ix N 48" 108" 63.9 63.9 36" 100.0 100.0 54" 51.1 51.1 0 v 54" 58.1 58.1 42" 100.0 100.0 60" 46.5 46.5 i 60" 53.6 53.6 46" 98.7 98.7 62" 45.2 45.2 w 108" 66" 50.2 50.2 48" 60.0 60.0 30" 60.0 60.0 o v 30" 80.0 80.0 54" 60.0 60.0 36" 60.0 60.0 o 36" 69.5 69.5 60" 60.0 60.0 42" 144" 58.8 58.8 0 42" 50.5 50.5 66" 60.0 60.0 48" 52.0 52.0 48" 114" 53.9 53.9 72" 60.0 60.0 54" 46.6 46.6 W1 W2 W3 54" 45.8 48.8 60" 42.4 42.4 - I g WIDTH {W) W1 Engr. JAVAD AHMAD Approved 2s complying withth%% a 60" 45.0 45.0 FLA. PE # 70592 FloridaML Vuling odAT FRAME JAMB 63" 43.4 43.4 CA.N. 3538 ale-�+ 3 Si 30" 70.5 70.5 W2 + W3 NOAf3 c ,1 WIDTH (W) = 2 M mi .de Prod trot H 36" 59.4 59.4 AT FRAME MULLION 42" 51.6 51.6 By -- - drawing no. 120' 48" 45,8 45.8 FW1 4-12 54" 41.5 41.5 MULLIONS 4N. �1 sheet 5 of 19 60" 38.1 36.1 a_ DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 47 MULLION MULLION MULLION 47 WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS MULLION `Ml' MULLION 'M2' NOMINAL DIMS. MULLION 'M2' 11 7 12 11 7 n i NOMINAL DIMS. NOMINAL DIMS. JAMB 'Ji' JAMB 'J2'/'d2A' JAMB `d2 j J2A z WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) 30" 90.0 90.0 30" 120.0 135.0 30" 120.0 135.090 0 36" 90.0 90.0 36" 120,0 135.0 36' 120.0 135.0 JAMB 'dl' JAMB 'd2' JAMB 'J2A' 42' 90.0 90.0 42" 120.0 135.0 42' 120.0 135.0 Qrvs 48" 90.0 90.0 Ix IN-4 Sx IN"3 Ix IN-4 SX IN-3 Ix W"4 SX 84" 48" 120.0 135.0 44" 120.0 135.0 54" 90.0 90.0 84' 1f4' 5.684 2.521 ALUMINUM 4.027 1.788 ALUMINUM 5.684 2.5 54' 120.0 135.0 48" 80.0 80.0 STEEL }.519 .760 STEEL 1.519 .760 0 0 60' 85.3 85.3 TOTAL �ry 60' 120.0 135.0 54' 80.0 80.0 8.432 TOTAL 10.089 0 C' 61" 83.9 83.9 N ALUM +Ix 511 X 29 Ix ALUM + Ix STL%2.9 x.y 0x 66" 80.0 80.0 60" 80.0 80.0 C IL <4 66" 76.6 76.6 72' 80.0 80.0 66" 80.0 80.0 C 4�a I 72" 70.2 70.2 30' 120.0 135.0 72" 80.0 80.0 G 30' 90.0 90.0 a �_ Sm 36" 90.0 90.0 36' 120.0 135.0 30' 120.0 135.0 42" 120.0 135.0 36' 120.0 135.0 3fi j %�N 42" 90.0 90.0 Z L5 _ 48" 90" 90.0 90.0 48" 90" 120.0 135.0 42' 128.3 128.3 7A SA 7A 8A Q W 54' 81.5 61.5 54" 120.0. 135.0 48' 120" 80.0 80.0 57' 77.2 77.2 56" 120.0 135.0 54" 80.0 80.0 '= rn 60" 80.0 80.0 60" 80.0 80.0 O 60' 72.5 72.5 C M 66' 65.9 65.9 66" 80.0 80.0 66" 80.0 80.0 ) Lv co 72" 60.4 60.4 72" 80.0 80.0 72" 74.8 74.8 �n ~ 30" 90.0 90.0 30' 120.0 135.0 30" 80.0 80.0 36 o N 36" 90.0 90.0 36" 120.0 135.0 36" 80.0 $- 80.0 } y 42" 90.0 90.0 42" 120.0 135.0 42" 80.0 80.0 7 8 7 8 N 48" 96" Wei 0 79.7 79.7 48' 96" 120.0 135.0 48' 126' 80.0 80.0 c9 d N• • 54" 70.8 70.8 52" 120.0 135.0 54' 80.0 80.0 �,© •• • ••••• 60" 62.9 62.9 54" 80.0 80.0 60" 77.5 77.5 E •i • ••••• 66' 57.2 57.2 60" 80.0 80.0 66' 70.5 70.5 MULLION 'Ml' MULLION 'M2' c � O • ro 52.4 52.4 66' 80.0 80.0 6$" 68.5 68.5 Ix IN-4 Sx 1N 3 E- 72' g •.40 •••• Ix IN"4 Sx W 3 • 30" 90.0 90.0 72' 80.0 80.0 30" 80.0 80.0 5.670 2.514 ALUMINUM 5.670 2.5 f 4 LL- a Q M •• •• 36" 90.0 90.0 30' 120.0 135.0 35" 80.0 80.0 STEEL 4.000 2-000 • •• b O • ••••• t�1 a N • 42" 78.2 78.2 39" 120.0 135.0 42' 80.0 80.0 TOTAL ALU N+Ix STL X 2.9 17.270 • • • ••••• 48" 102" 68.4 68.4 42" 120.0 135.0 48' f32' 80.0 80.0 • i}f �? • • • 50" 65.7 65.7 q8" 120.0 135.0 54' 75.0 75.0 •••••• • 102" i • • • 54" 60.8 60.8 49" 120.0 135.0 60" 67.5 67.5 60" 54.7 54.7 54" 80.0 80.0 65' 62.3 62.3 • • • • 66" 49.7 49.7 60" 80.0 80.0 30" 80.0 80.0 70" 46.9 46.9 66" 80.0 80.0 36" 80.0 80.0 INTERMEDIATE HORIZONTALS c 30" 90.0 90.0 72' 80.0 80.0 42' 80.0 80.0 0 36" 76.8 76.8 " 1200 1350 q8" 73.8 73.8 . , 138" 42" 65.8 65.8 36" 120.0 135.0 54' 65.6 65.6 48" 57.6 57.6 NPAN 108" 42" 120.0 135.0 6o" 59.1 59.1 T 54" 51.2 51.2 46' 108" 120.0 135.0 62° 57.1 57.1 I� 60' 46.1 46.1 48" 80.0 80.0 30' 80.0 80.0 o w 66" 41.9 41.9 54" 80.0 80.0 36" 80.0 80.0 rn v 30" 78.4 78.4 36" 65.3 65.3 60" 80.0 80.0 42" 144" 74.2 74.2 i c 42' 56.0 56.0 66" 80.0 80.0 48' 65.0 65.0 48" 49.0 49.0 72' 80.0 80.0 54" 57.7 57.7 �WlW2114' 60" 52.0 52.0 ' I o 54" 43.5 43.5 = W1 E�gr: JACIYILAHMAO Approved as CemPlyl W bt ItkN I WIDTH {W) N 60" 39.2 39.2 AT FRAME JAMB FLA. PE 70592 Ptorid BW- Ca& a63" 37.3 37.3 C.A.N. 538 date30' 67.2 67.2WIDTH (W) = W2 2 W3 �Ml ml $ u 36" 56.0 56.0 AT FRAME MULLION 2 42" '48.0 48.0 - drawing n0. tza" 48" 42.0 42.0MULLI�}NS YY 1 4-12 54' 37.3 37. `°' + 1°8 - 3 sheet 6 of 19 so" 33.6 33.6 a DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �4% MULLION MULLION MULLION WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS 35 NOMINAL DIMS. MULLION 'M3' NOMINAL DIMS. MULLION 'M4' NOMINAL DIMS. MULLION 'M4' Z N 11 1 11 / JAMB J3' JAMB J4 JAMB J4 1 _Q ° z WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) MDTH (W) FRAME HEIGHT EXT.(+) INT.(-) Ilu - 30" 90.0 90.0 30" 100.0 100.0 30" 100.0 100.0 C c 0 1 36' 90.0 90.0 36" 100.0 100.0 36" 100.0 100.0 G M, > 42° 90.0 90.0 42" 100.0 100.0 42" 91.3 91.3 JAMB '13' JAMB 'J4' 48' 90.0 90.0 48" 100.0 100.0 44" 87.1 87.1 Ix IN^4 SR IN^3 a 84° 84' 114° Ix IN-4 Sx IN^3 Q � � 54' 90.0 90.0 54" 100.0 100.0 48' 60.0 60.0 5.813 2.538 ALUMINUM 5.813 2.538 Q 60" 80.0 80.0 60" 100.0 100.0 54' 60.0 60.0 STEEL 1,61 1.000 4�? TOTAL � 66" 77.4 77.4 66" 60.0 60.0 60" 60.0 60.0 Ix ALUM t Ix STL x 2.9 11'613 O R Q C 72' 70.9 70.9 72" 60.0 60.0 66" 58.1 58.1 3d" 90.0 90.0 30" 100.0 100.0 72" 53.2 53.2 36" 90.0 90.0 36" 100.0 100.0 30" 100.0 100.0 35 z N= y 42" 90.0 90.0 42" 100.0 100.0 36° 96.1 96.1 0 90.0 48" 100.0 100.0 42' 82.4 82.4 9 10 9 10 Q 19 48 "90. 90° 90' 51" 87.2 87.2 54' 100.0 100.0 48" 120" 60.1) 60.0 54" 80.0 80.0 56' 100.0 100.0 54' 60.0 60.0 - rn O 60" 73.2 73.2 60" 60.0 60.0 60" 57.7 57.7 5 M m I 66° 66.6 66.6 66" 60.0 60.0 66" 52.4 52.4 N Lv co 35 °`°° 72" 61.0 61.0 72" 60.0 60.0 72° 48.1 48.1 ' 30" 90.0 90.0 30" 100.0 100.0 30" 60.0 60.0 o 36" 90.0 90.0 36' 100.0 100.0 36' 60.0 60.0 o d Q 42" 90.0 90.0 42" 100.0 100.0 42" 60.0 60.0 9 10 9 1 d z p [y� 48' 81.5 81.5 48" 100.0 100.0 48" 60.0 60.0 ct N 96" 96" 126" 54" 70.7 70.7 52' 100.0 100.0 54' 58.1 58.1 � M co 60' 63.6 63.6 54' 60.0 60.0 60" 52.3 52.3 _ co cv 66" 57.8 57.8 60" 60.0 60.0 66" 47.5 47.5 � J 00 72' 53.0 53.0 66" 60.0 60.0 72' 46.2 46.2 MULLION 'M3' MULLION 'M4' �- E ••• z • 60.0 60.0 ••• •• ••• 30" 80.0 80.0 72' 60.0 60.0 30" Ix IN"4 Sx 1N 3 Ix IN^4 Sx IN^3 �r ai •Q p • •• 60.0 60.0 5.813 2.529 ALUMINUM 5.813 2.529 N •o p g • • • 36' 80.0 80.0 30" 100.0 100.0 36" STEEL 2.000 1.000 w .A_�_ •• •••••• 42" 80.0 80.0 39" 100.0 10Q.0 42" 60.0 60.0 TOTAL 11.613 'd•°` • 59.3 59.3 be ALUM+ Ix STL x 29 • �••••• `a° 102° 70.1 70.1 42" 100.0 100.0 48' 132° • • • 54" 62.3 62.3 4$° 102" 99.8 99.8 54' 53.0 53.0 •• • •o 000000••••• 60" F4121 6.1 56.1 49' 97.7 97.7 60' 47.7 47.7 •• • Ike • 40960•••• • • • 66" 0 51.0 54' 60.0 60.0 65' 44.0 44.0 • •• • • • 70" 48.1 60" 60.0 60.0 30" 60.0 60.0 INTERMEDIATE HORIZONTALS • •••••• 30" 80.0 80.0 66" 60.0 60.0 36" 60.0 60.0 c •••• •690 • 36" 78.8 78.8 72" 60.0 60.0 42" 60.0 60.0 42° 67.5 67.5 30" 100.0 100.0 48° 54.5 54.5 ` • • 138" O •• • 48" 59.1 59.1 36'• 100.0 100.0 54' 48.4 48.4 H 108" 54" 52.5 52.5 42" 100.0 100.0 60" 43.6 43.6 = 60" 47.3 47.3 46" 92.9 92.9 62' 42.2 42.2 W 108" fib° 43.fl 43.0 48° 60.0 60.0 30 6Q.0 60.0 0 � _ u 30" 80.0 80.0 54" 60.0 60.0 36° 60.0 60.0 y 36" 67.0 67.0 60" 60.0 60.0 42" 144" 56.9 56.9 ;v c 42" 57.4 57.4 66" 60.0 60.0 48° 49.8 49.8 48' 114" 50.2 50.2 72' 60.0 60.0 54" 44.3 44.3 Wt W2 W3 v 54' 44.6 44.6 60" 39.8 39.8 n En JAM AHMAD Approved as eompWmg WIIh tW � n WIDTH (W) W1 Eng r: 40.2 40.2 AT FRAME JAMBC)/IL Eland B Ing 63" 38.3 38.3 4FIAP70532 jyn� o 38 NtOA� a 'b' 3fl" ss.s sa.s WIDTH {W) W2 + W3 M MI 114de Frode t 0 8 s a 'Y 36" 57.4 57.4 AT FRAME MULLION 2 42" 120" 49.2 49.2 - drawing no. 48° 43.1 43.1 rM=ULLIONS { W 14-12 54" 38.3 38.3 61�� sheet 7 of 19 _ 60" 34.4 34.4 o_ v � b0 Q .. p c�i a 0 aaa WOOD BUCKS AND METAL STRUCTURE NOT. BY ALDORA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 116 z y AND TRANSFER THEM TO THE BUILDING STRUCTURE. J � TYPICAL ANCHORS: SEE ELEV. FOR SPACING " 4 1/2" O — — — — — - — 4 1/2 4 1/2" Hc cNo 00 TYPE 'AW'— I/4" OLA ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) 3" 3" 3" w TYP. TYP INTO 2BY WOOD BUCKS OR WOOD STRUCTURES TMP WITH 1-1/2" MIN. PENETRATION INTO WOOD O 0 n_ THRU 1 BY WOOD BUCKS INTO CONCRETE OR MASONRY ` > WITH 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) v IL WITH 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) 0 <O I TYPE 'AC'— 1,j4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 3- good " 3� 3 `� x M 2000 DIRECTLY INTO CONCRETE OR MASONRY TYP. 6" NP. 8" P 6" t M WITH 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) w <t,,. 00 WITH 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) ••• Al2 AC2 BTII2, BC2, CH AW3, AC3 BW3 BC3 CM3 AX4 ACA, BV4. CM o a�� ...• •.4••• in ANCHOR EDGE DISTANCE aZ •Q " '•• INTO CONCRETE AND MASONRY = 2-1/2" MIN. 4-r� v •• : •• •. ••• L— — INTO WOOD STRUCTURE_1" MIN. _ — ANCHORS TYPES: tem W o so: —TYPE 'BW'- ,5/16" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI} AW2= (2) ANCHORS TYPE 'AW' AT EACH SIDE OF JAMB AND MULLION • • • • INTO 28Y WOOD BUCKS OR WOOD STRUCTURES AC2= (2 ANCHORS TYPE 'AC' AT EACH SIDE OF JAMB AND MULLION •• ••:•0• BW2= �2) ANCHORS TYPE 'BW' AT EACH SIDE OF JAMB AND MULLION •• 60:000 '•0• WITH 1-1/2" MIN. PENETRATION INTO WOOD BC2 2 ANCHORS TYPE 'BC' AT EACH SIDE OF JAMB AND MULLION •• . •••: *000:0 _ THRU 16Y WOOD BUCKS INTO CONCRETE OR MASONRY CM2= 2 ANCHORS TYPE 'CM' AT EACH SIDE OF JAMB AND MULLION • . • •• WITH 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) AW3- (3) ANCHORS TYPE 'AW' AT EACH SIDE OF JAMB AND MULLION ••• •••••• WITH 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) AC3 = (3 ANCHORS TYPE 'AC' AT EACH SIDE OF JAMB AND MULLION o ' :•••• BW3= (3; ANCHORS TYPE 'BW' AT EACH SIDE OF JAMB AND MULLION • • ••• ' ' TYPE 'BC'- 5/16" DIA ULTRACON BY--'E (Fu=177 KSI, Fy=155 KSI) BC3= 3 ANCHORS TYPE 'BC' AT EACH SIDE OF JAMB AND MULLION ••• DIRECTLY INTO CONCRETE OR MASONRY CM3= �3� ANCHORS TYPE 'CM' AT EACH SIDE OF JAMB AND MULLION WITH 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) WITH 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) Al1'4= (4) ANCHORS TYPE 'AW' AT EACH SIDE OF JAMB AND MULLION ANCHOR EDGE DISTANCES - AC4= (4 ANCHORS TYPE 'AC' AT EACH SIDE OF JAMB AND MULLION BW4= 4j ANCHORS TYPE 'BW' AT EACH SIDE OF JAMB AND MULLION in INTO CONCRETE AND MASONRY -- 2-1/2" MIN. CM4= �4) ANCHORS TYPE 'CM' AT EACH SIDE OF JAMB AND MULLION o 41c N — INTO WOOD STRUCTURE_1-1/2" MIN. — — c FT—yPE 'CM'- ,f14 SELF DRILLING SCREWS ST/ST (GRACE 5 CRS) a INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) SEE SHEETS 9 & 10 FOR ANCHOR CAPACITIES. Engr: JAVAD AHMAD -ApprGYcdasrompfy{agwM}�, N ALUMINUM : 1/8- THK. MIN. (6063—T5 MIN.) CML Rlurida ! Ing C e FIA PE 78 Date 4,,, a T (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c.A.N x538 NPA# � a M m1 DadeProduct ANCHOR EDGE DISTANCES — INTO METAL STRUCTURE = 1/2" MINS _ — drawing no. L— CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. ANCHORS JUN d (f 6 l 4-12 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. sheet $ of 19 ,-Z-Yu - 0. ANCHOR LOAD CAPACITY - PSF ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) EXT.(+) & INT.(-) m i 1Y ANCHORS TYPE 'AW' ANCHORS TYPE 'AC' ANCHORS TYPE 'AW' ANCHORS TYPE 'AC' + NOMINAL DIMS. 3/8" MAX. SHIMS 1/4" MAX. SHIMS 3/8" MAX. SHIMS 1 1/4" MAX. SHIMS NOMINAL DIMS. 3/8" MAX. SHIMS 1/4" MAX. SHIMS 3/8" MAX. SHIMS 1/4" MAX. SHIMS WIDTH (W) FRAME HEIGHT AW2 AW3 AW4 AW2 AW3 AW4 AC2 AC3 AC4 AC2 AC3 AC4 WIDTH (W) FRAME HEIGHT AW2 AW3 AW4 AW2 AW3AW4 AC2 AC3 AC4 AC2 AC3 AC4 0 30" 99.1 135.0 135.0 118.0 135.0 135.0 99.1 135.0 135.0 135.0 135.0 135.0 30' 68.6 102.9 135.0 81.7 122.6 163.4 68.6 102.9 135.0 109.6 135.0 135.0 36" 85.7 128.6 135.0 102.2 135.0 135.0 85.7 128.6 135.0 135.0 135.0 135.0 36' 58.7 88.0 117.3 69.9 104.8 139.8 58.7 88.0 117.3 93.8 135.0 135,0 51.6 77.5 103.3 61.5 92.3 123.1 51.6 77.5 103.3 82.5 123.8 135.0 O 0 v 42" 76.4 114.7 135.0 91.1 135.0 135.0 76.4 114.7 135.0 122.1 135.0 135.0 42' 0 + 46' 69.7 104.5 135.0 83.0 124,5 135.0 69.7 104.5 135.0 111.3 135.0 135.0 48' 46.4 69.7 92.9 55.3 83.0 110.7 46.4 69.7 92.9 74.2 111.3 135.0 CLGj 52" 96" 66.1 99.2 132.3 78.8 118.2 135.0 66.1 99.2 132.3 f 05.7 135.0 135.0 52" 132" 43.7 65.5 87.4 52.0 78.1 104.1 43.7 65,5 87.4 69.8 104.7 135.0 Qin 54' 64.6 96.9 129.2 77.0 115.5 135.0 64.6 96.9 129.2 103.3 135.0 135.0 54' 42.5 63.7 84.9 50.6 75.9 101.2 42.5 63.7 84.9 67.9 101.8 135.0 C 60° 60.8 91.2 121.6 72.4 108.7 135.0 60.8 91.2 121.6 97.2 135.0 135.0 60' 39.3 59.0 78.7 46.9 70.3 93.7 39.3 59.0 78.7 62.9 94.3 125.7 C 66° 57.9 86.9 115.8 69.0 103.5 135.0 57.9 86.9 115.8 92.5 135.0 135.0 30" 65.2 97.9 130.5 77.7 116.6 155.5 65.2 97.9 130.5 104.3 135.0 135.0 O d a Q 72" 55.7 83,6 111.5 66.4 99.6 132.8 55.7 83.5 111.5 89.1 133.6 135.0 36" 55,7 83.6 i 11.5 66.4 99.5 132.8 55.7 83.6 111.5 89.1 133.6 135.0 Q 1 30° 92.2 135.0 135.0 109.9 135.0 135.0 92.2 135.0 135.0 135.0 135.0 135.0 42" 49.0 73.5 98.0 58.4 87.6 116.7 49.0 73.5 98.0 78.3 117.5 •135.0 a ti 36' 79.6 119.4 135.0 94.9 135.0 135.0 79.6 i 19.4 135.0 127.2 135.0 135.0 48' 44.0 66.0 88.0 52.4 78.6 104.8 44.0 66.0 88.0 70.3 105.5 135.0 J zz9 N 42° 70,8 106.2 135.0 84.3 '126.5 135.0 70.8 106.2 135.0 113.1 135.0 135.0 52" 138" 41.3 62.0 82.7 49.3 73,9 98.5 41.3 62.0 82.7 66.1 99.1 132.1 48" 64.3 96.5 128.6 76.6 114,9 135.0 64.3 96.5 128.6 102.8 135.0 135.0 54" 40.2 60.3 80.3 47.9 71.8 95.7 40.2 60.3 80.3 64.2 96.3 128.4 Q W 52° 102" 60.9 91.4 121.8 72.6 108.9 135.0 60.9 91.4 121.8 97.4 135.0 135.0 60" 37.2 55,7 74.3 44.3 56.4 88,5 37.2 55.7 74.3 59.4 89.1 118.8 54° 59.4 89.2 118.9 70.8 106.2 135.0 59.4 89.2 118.9 95.0 135.0 135.0 30" 62.2 93.3 124.4 74.1 111.2 148.2 62.2 93.3 124.4 99.4 135.0 135.0 _ O 60' 55.7 83.6 111.5 66.4 99.6 132.8 55.7 83.6 111.5 89.1 133.6 135.0 36' 53.1 79.6 106.2 63.2 94.9 126.5 53.1 79.6 106.2 84.8 127.2 135.0 -J M m 45.6 69.9 93.2 55.5 83.3 111.1 46.6 69.9 93.2 74.5 111.7 135.0 66' 52.9 79.3 105.7 63,0 94.5 126.0 52.9 79.3 105.7 84.5 126.7 135.0 42' ? FE-• 0 72" 50.7 76.0 101.3 60.4 90,5 120.7 50.7 76.0 101.3 81.0 121.5 135.0 48" 41,8 62.7 83.6 49.8 74.7 99.6 41.8 62.7 83.6 66.8 100.2 133.6 30" 86.3 129.4 135.0 102.8 135.0 135.0 86.3 129.4 135.0 135.0 135.0 135.0 52' 144" 39.2 58.9 78.5 46.7 70.1 93.5 39.2 58.9 78.5 62.7 94.1 125.4 0 36" 74.3 111.5 135.0 88.5 132.8 135.0 74.3 111.5 135.0 118.8 135.0 135.0 54" 38.1 57.2 76.2 45.4 68.1 90.8 38.1 57.2 76.2 60.9 91.4 121.8 0 0. Q q2" 65.9 98.8 131.8 78.5 i 17.8 135.4 65.9 98.8 131.8 105.3 135.0 135.0 60' 35.2 52.8 70.4 41.9 62.9 83.9 35.2 52.8 70.4 56.3 84.4 112.5 9.7 89.6 119.4 71.1 106.7 135.0 59.7 89.6 119.4 95.4 135.0 135.0 _ d O 4$" 5 � 52" 108" 56.5 84.7 112.9 67.3 100.9 134.5 56.5 84,7 112.9 90.2 135.0 135.0 M 9 54" 55,0 82.5 110.1 65.6 98.4 131.2 55.0 82.6 110.1 88.0 132.0 135.0 = �M vI tn a �tn r- � 1 60" 51,4 77.2 102.9 61.3 91.9 122.6 51.4 77.2 102.9 82.2 123.3 135.0 '% /� L'- � ••• 66" 48.6 73.0 97.3 57.9 86.9 115.9 46.6 73.0 97.3 77.7 116.6 135.0 o o •� ••• " •" • • 72' 46.4 69.7 92.9 55.3 83.0 110.7 46.4 69.7 92.9 74.2 111.3 135.0 --_----- - ---- ' O`� M • i • 30' 81.1 121.6 135.0 96.6 135.0 135.0 81,1 121.6 135.0 129.6 135.0 135.0 0 •• ••lose W 36' 69.7 104.5 135.0 83.0 124.5 135.0 69.7 104.S 135.0 111.3 135.0 135.0 w j 4,! •• ::ease:••• • 42" 61.6 92.5 123.3 73.4 110.2 135.0 61.6 92.5 123,3 98.5 135.0 135.0 '' • • • • 48" 55.7 83.6 111.5 66.4 99.6 132.8 55.7 83.6 111.5 89.1 133.6 135.0 •• 09:966• •• 52" 114" 52.6 78.9 105.2 62.7 94.0 125.4 52.6 78.9 105.2 84.1 126.1 135.0 ' • • 06 54" 51.2 76.9 102.5 61.1 91.6 122.1 51.2 76.9 102.5 81,9 122.9 135.0 • 0 60' 47.8 71.7 95.5 56.9 85.4 113.8 47.8 71.7 95.5 76,3 114.5 135.0 • '*0•• 66' 45.0 67.6 90.1 53.7 80.5 107.3 45.0 87.6 90.1 72.0 108.0 135.0 c :sees: 72" 42.9 64.3 85.7 51.1 76.6 102.2 42.9 64.3 B5.7 68.5 102.8 135.0 • :•• • W1 W2 W3 • cso 30" 76.4 114.7 135.0 91.1 135.0 135.0 76.4 114.7 135.0 122.1 135.0. 135.0 INTERMEDIATE m 36° b5.6 98.4 131.1 78.1 117.2 135.0 65.6 98.4 131.1 104.8 135.0 135.0 WIDTH (W) = Wl HORIZONTALS 42" 57.9 86.9 115.8 69.0 103.5 135.0 57.9 86.9 115.8 92.5 135.0 135.0 AT FRAME JAMB OPTIONAL ALL FIXED L1TES 48" 52.3 78.4 104.5 62.3 93.4 124.5 52.3 78.4 104.5 83.5 125.3 135.0 W2 + W3 52" 12d" 49.3 73.9 98.5 58.7 88.0 117,4 49.3 73.9 98.5 78.7 118.1 135.0 WIDTH (W} 2 0 EA 54" 47.9 71.9 95.9 57.1 85.7 114.2 47.9 71.9 95.9 76.6 114.9 135.0 AT FRAME MULL{ON 5a>i60" 44.6 66.9 89.2 53.1 79.7 106.2 44.6 66.9 89.2 71.3 106.9 135.0 L 66' 41.9 62.9 83.9 50.0 74.9 99.9 41.9 62.9 83.9 67.0 100.5 134.0 72" 39.8 59.7 79.6 47.4 71.1 94.9 39.8 59.7 79.6 63.6 95.4 127.2 30" 72.3 108.5 135.0 86.1 129.2 135.0 72.3 108.5 135.0 115.5 135.0 135.0 Engr. JAYAD AHMAD o SEE SHEET 8 FOR ANCHOR TYPES. �kpprevelwseomplyingwbbt1w N 36" 61.9 92.9 123.9 73.8 110.7 135.0 61.9 92.9 123.9 99.0 135.0 135.04"L ' Florida vl ag 0 0592 I1Ate c S 42" 54.6 81.9 109.2 65.0 97.6 130.1 54.6 81.9 109.2 87.2 130.9 135.0 N,0AN 48' 49.2 73,8 98.4 58.6 87.9 117.2 49.2 73.8 98.478.6 117.9 135.0 )y1 roi iDnde Prod C 52" 126" 46.3 69.5 92.6 55.2 82.7 110,3 46,3 69.5 92.6 74.0 111.0 135.0 54" 45.0 67.6 90.1 53.7 80.5 107.3 45.0 67.6 90.1 72.0 108.0 135.0 drawing no. 60' 41.8 62.7 83.6 49.8 74.7 99.6 41.8 62.7 83,6 66.8 100.2 133.6 44W14--12 66" 39.2 58.8 78.5 46.7 70.1 93.5 39.2 58.8 78.5 62.7 94.0 125.4 F ANCHORS � i sheet 9 of 19 ANCHOR LOAD CAPACITY - PSF ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) EXr.(+) & INT.(-) `tea ANCHORS TYPE 'BW' ANCHORS TYPE 'Be' ANCHORS TYPE `CM' ANCHORS TYPE 'BW' ANCHORS TYPE 'BC' ANCHORS TYPE 'CM' d NOMINAL DIMS. 3/8" MAX. SHIMS 3/8" SHIMS 1/4" SHIMS 3/8" MAX. SHIMS 1/4" SHIMS NOMINAL DIMS. 3/8" MAX. SHIMS 3/8" SHIM5 1/4" SHIMS 3/8" MAX. SHIM5 1/4" SHIMS Z WIDTH (W) FRAME HEIGHT BW2 BW3 I BW4 BC2 I BC3 BC2 CM2 CM3 CM4 CM2 WIDTH (W) FRAME HEIGHT BW2 BW3 I BW4 BC2 I BC3 BC2 CM2 CM3 CM4 CM2 0 30" 135.0 135.0 135.0 135.0 135.0 135.0 118.0 135.0 135.0 135.0 30" 110.9 135.0 135.0 128.7 135.0 135.0 81.7 122.6 135,0 135.0 36" 135.0 135.0 135.0 135.0 135.0 135.0 102.2 135.0 135.0 135.0 36" 94.9 f 35.0 135.0 T95 8.4E-35.. f 35.0 69.9 104.8 135.0 i35.083.5 125.3 135.0 .4 129.0 6i.5 92.3 123.1 123.6 v 42" 123.6 135.0 135.0 135.0 135.0 135.0 91.1 135.0 135.0 135.0 42" 0 48" 112.7 135.0 135.0 128.7 135.0 135.0 83.0 124.5 135.0 135.0 48" 75.1 112.7 135.0 85.8 128.7 116.0 55.3 83.0 110.7 111.1 Q„ 52' 96" 107.0 135.0 135.0 122.2 135.0 135.0 78.8 ti8.2 135.0 135.0 52" 132' 70.6 106.0 135.0 80.7 121.0 109.1 52.0 78.1 104.1 104.5 w 54" 104.5 135.0 135,0 119.3 135.0 135.0 77.0 115.5 135.0 135.0 54" 68.7 103.0 135.0 78.4 117.6 106.1 50.6 75.9 105.2 101.6 G M 60" 98.3 135.0 135.0 112.3 135.0 135.0 72.4 108.7 135.0 135.0 60" 63.6 95.4 127.2 72.7 109.0 98.3 46.9 70.3 93.7 94.1 M p 66" 93.6 135.0 135.0 106.9 135.0 135,0 69.0 103.5 135.0 135.0 30' 105.5 135.0 135.0 120.5 135.0 135.0 77.7 116.6 135.0 135.0 0 0. Q " 90.1 135.0 135.0 102.9 135.0 135.0 66.4 99.6 132.8 133.3 0 °�CO m h r 72 9Q.1 135.0 135.0 1 Q2.9 135.0 135.0 66.4 99.6 132.8 133.3 36" � Ul 3p" 135.0 t 35.0 135.0 135.0 135.0 135.0 109.9 135.0 135.0 135.0 42" 79.2 118.9 135.0 90.5 135.0 122.4 58.4 87.6 116.7 117.2 a 36" 128.8 135.0 135.0 135.0 135.0 135.0 94.9 135.0 135.0 135.0 48" 71.2 106.7 135.0 81.3 121.9 109.9 52.4 78.6 104.8 105.3 � Z .: o 42" 114.5 135.0 135.0 130.7 135.0 135.0 84.3 126.5 135.0 135.0 52" 138" 66.9 100.3 133.7 76.4 114.5 103.3 49.3 73.9 98.5 98.9 48" 104.0 135.0 135.0 118.8 135.0 135.0 76.6 114.9 135.0 135.0 54" 65.0 97.4 129.9 74.2 111.3 100.3 47,9 71.8 95.7 96.1 Q to ei 52" 102" 98.5 135.0 135.0 112.5 135.0 135.0 72.6 108.9 135.0 135.0 g0" 60.1 90.1 120.2 68.6 102.9 92.8 44.3 66.4 88.5 88.9 54' 96.1 135.0 135.4 109.8 135.0 135.0 70.8 106.2 135.0 135.0 30" 100.6 135.0 135.0 114.9 135.0 135.0 74.1 111.2 135.0 135.0 N 60" 90.1 135.0 135.0 102.9 135.0 135.0 66.4 99.6 132.8 133.3 36" 85.8 128.8 135.0 98.0 135.0 132.6 63.2 94.9 128,5 127.0 � c M m 6b° 85.5 128.3 135.0 97.6 135.0 132.0 63.0 94.5 126.0 126.5 42" 75.4 113.1 135.0 86.1 129.1 116.4 55.5 83.3 111.1 111.5 w m 72' 81.9 122.9 135.0 93.6 135.0 126.5 60.4 90.5 120.7 121.2 48" 67.6 101.4 135.4 77.2 115.8 104.4 49.8 74.7 99.6 100.4 �n 00 30" 135.0 135.0 135.0 135.0 135.0 135.0 102.8 135.0 135.0 135.0 52" 144 63.5 95.2 126.9 72.5 108.7 98.0 46.7 70.1 93.5 93.9 o o c1 r 36" 120.2 135.0 135.0 135.0 135.0 135.0 88.5 132.8 135.0 135.0 54" 61.6 92.4 123.3 70.4 105.6 95.2 45.4 88.1 90.8 91.2 0 42" 106.6 135.0 135.0 121.7 135.0 135.0 78.5 117.8 135.0 135.0 60 56.9 85.4 113.9 65.0 97.5 87.9 41.9 62.9 83.9 84.2 z a a �L 48" 96.6 135.0 135.0 110.3 f 35.0 135.0 71.1 106.7 135.0 135.0 CL 0 52' 108" 91.3 135.0 135.0 104.3 135.0 135.0 67.3 100.9 134.5 135.0 '4¢ r1 y co 54' 89.0 133.5 135.0 101.7 135.0 135.0 65.6 98.4 131.2 131.7 N = �J m 60" 83.2 124.8 135.0 95.0 135.0 128.5 61.3 91.9 122.6 123.1 % N r�- � •••• 00 • 66' 78.7 118.0 135.0 89.8 134.7 121.5 57.9 86.9 115.9 116.4 ' = •••• '•.••• 72" 75.1 112.7 135.0 85.8 128.7 116.0 55.3 83.0 110.7 111.1 ________ __ _____ • • 3p° 131.1 135.0 135.0 135.0 135.0 135.0 96.6 135.0 135.0 135.0 •• *too •. z �' + ' • ' • 36° 112.7 135.0 135.0 128.7 135.0 135.0 .83.0 124.5 135.0 135.0 • •'•• 42" 99.7 135.0 135.0 113.8 135.0 135.0 73.4 110.2 135.0 135.0 • • • • 48" 90.1 135.0 135.0 102.9 135.0 135.0 66.4 99.6 132.8 133.3 • 52" 114" 85.1 127.6 135.0 97.2 135.0 131.4 62.7 94.0 125.4 125.9 %: / • • • • • 54" 82.9 f 24.3 135.0 94.7 135.0 128.0 61.1 91.6 122.1 122.6 • • •• • • 60' 77.3 115.9 135,0 88.2 132.3 119.3 56.9 85.4 113.8 t 14.3 • ••••• 66" 72.8 109.3 135-0 83.2 124.8 112.5 53.7 80.5 107.3 107.7 Q ' 72' 69.3 104.0 135.0 79.2 118.8 107.1 51.1 76.6 102.2 102.6 • • • ••• • • W1 W2 W3 • • 30" 123.6 135.0 .135.0 135.0 135.0 135.0 91.1 135.0 135.0 135.0 INTERMEDIATE 36' 106.0 135.0 135.0 121.1 135.0 135.0 78.1 117.2 135.0 135.0 WIDTH (W) = W1 HORIZONTALS 42" 93.6 135.0 135.0 106.9 135.0 135.0 69.0 103.5 135.0 135.0 AT FRAME JAMB OPTIONAL ALL FIXED LITES 48" 84.5 126.8 135.0 96.5 135.0 130.5 62.3 93.4 124.5 125.0 W2 + W3 (01 52' 120" 79.7 119.5 135.0 91.0 135.0 123.0 58.7 88.0 117.4 117.8 W�DTFI {W) a 2 O 1 AT FRAME MULLION o 54" 77.5 116.3 135.0 88.5 132.8 119.7 57.1 85.7 114.2 114.7 v o 60' 72.1 108.2 135.0 82.3 123.5 111,4 53.1 79.7 106.2 106.7 ` 66" 67.8 101.7 135.0 77.4 135.0 104.7 50.0 74.9 99.9 100.3 72' 64.4 96.6 128.8 73.5 135.0 99.4 47.4 71.1 94.9 95.2 `* 30" 116.9 135.0 135.0 133.5 135.0 135.0 86.1 129.2 135.0 135.0 Fa9r. JAVAd AHhAAO 1 SEE SHEET 8 FOR ANCHOR TYPES. 9 Cti\�L approved ascomplying with tha 36' 100.1 135.0 135.0 114.4 135.0 135.0 73.8 110.7 135.0 135.0 Hlorid:i 11atd1 code M FLA. 78 Date o I 42' 88.3 132.4 135.0 100.8 135.0 135.0 65.0 97.6 130.1 130.6 C.A.N. d ' NAA;I ui c 48" 79.5 119.3 135.0 90.8 135.0 122.8 58.6 87.9 117.2 117.6 hPI mi Bade Y-4-9 Co 16 52" 126" 74.9 112.3 135.0 85.5 128.3 115.6 55.2 82.7 110.3 110.8 by_ wall 54" 72.8 109.3 135.0 83.2 124.8 112.5 53.7 80.5 107.3 107.7 drawing no. 60" 67.6 101.4 135.0 77.2 115.8 104.4 49.8 74.7 99.6 100.0 ANCHORS tt 0 fa4 W14-12 66" 63.4 95.2 126.9 72.4 108.7 98.0 46.7 70.1 93.5 93.8 .{tlCE }J �f1l sheet 10 of 19 CL CLUSTER OF 6 ANCHORS DOOR MULLION ANCHORS LOAD CAPACITY - PSFU DOOR MULLION LOAD CAPACITY DOOR MULLION LOAD CAPACITY AT MULLION HEAD/SILLANCHOR TYPIS I ANCHOR TYPF3 ANCHOR TYPES REINF. NOMINAL DIMS. W/O NOMINAL DIMS. VITH REINF. SEE CHART FOR CAPACITIES ALDORA NOMINAL DIMS. 'AW' k'AC' 'C11" `BU'&'BC' �y i / ENTRANCE DOORS pR, + WIDTH (W) FRAME HEIGHT EXr.(+) & INT.(-) WIDTH (W) FRAME HEIGHT FxT.(+) & INT-(-} SEE SEPARATE NOA WIDTH (w) FITAME HEIGHT INr �_� INT. (_� INT. (-) z h 3 30" 90.0 30' 90.0 �� -� 30" 90.0 90.0 90.0 oilO J N Nil fill._ -- -- ----- 90.0 90.0 90.0 ;" q 36" 90.0 36' 90.0 kl�-_��� _ 36" i -fir ` 42" 84' 90.0 42' 84" 90.0flLW2 �z -/Q tl �j I g� 4 42' „ 90.0 90.0 90.0 Q a N 48" 90.0 48° 90.0d / II f �I 1 4 \ 1� 48' 89.6 90.0 90,0 �I O O 0 II II \ I 54" 79.6 90.0 90.0 O54" 90.0 54' 90.0 / U60° 90.0 60' 90.0 / II 16 II II A I 60' 71.7 85.480.0t9 II tl 1 ry 30" 90.0 90.0 90.0 F• 't 30" 90.0 30' 90.0I0 w II ti h r, 90.0 90.0 90.0 i"90.0 36' . 36' v to 36' 90.0 wii'I w !tlt 1 3}; 42" 89.6 90.0 90. 4 W O 42° 96' 90.0 42' 96" 90.0 iII 1 {1 /II 48' 96" 78A 90.0 90.0 d Q in 48° 87.2 48 90.011 jt � \0. \ it 1 11 / b 54" 69.7 83.0 90.0 C co 10-054' 77.5 54' 90.0 \ t d II 1 q I &0" 62.7 74.7 90.0 at p60' 69.8 60' 90.0I \ Ii 4L \�l t y�/ 30' 90.0 90.0 90.0Nk=�"TV _ 90.0 90.0 90.0 + x in 30" 90.0 30 90.0 � �'-___ - 36'36" 90.0 36" 90.0 �`' .` � - 42' 97-3/4" �'p 90.0 90.042' 97-3/4" 90.0 42' 102' 90.0 48" 77.090.0 90.048' 83.1 4$" 90.0 W1 W1 W 54" 68.4 81.5 90.0 60' 61.6 73.4 90.0 54" 73.9 54' 90.0 W1 I- W2 Wl W2 30' 90.0 90.0 90.0 � � O o0 WIDTH /W n WIDTH (W) _ - .� N S8" 68.8 60" 90.0 \ ) 2 2 4 36" 90.0 90.0 90.0 M 30" 90.0 42" 84.3 90.0 90.0 IW 36' 90.0 48" 102' 73.8 87.9 90.0 U) 42' 108" 90.0 54' 65.6 78.1 90.0 ¢ M 48" 90.0 59.0 70.3 90.0 O a >- 60. 54" 90.0 CLUSTER OF 6 ANCHORS ALDORA 30' 90.0 90.0 90.0 a AT MULLION HEAD/SILL of to ENTRANCE DOORS 38" gp,p 90.0 90.0 Q N 60' 82.0 SEE CHART FOR CAPACITIES SEE SEPARATE NOA 30" 90.0 42' 79.8 90.0 90.0 o7j a M 00 _ 48° 108' 89.7 83.0 90.0 M E to 36" 90.0 �` `�, 61.9 73.8 90.0ri z g_j 1 + 54" 42' 114" 90.0 -F - --�- gp" 55.7 66.4 90.0 N Q 48' 90.0 �' 'j I 30' 90.0 90.0 90.0 p �a ••••• •••••• F I 54" 81.8 16 ----_,--- 36' 83.6 90.0 90.0 �Q� M •• • •• 73.6 L -----� 42' 71.7 85.4 90.0 w� i7•fil(r v • • • 60" 90.0 jam`-- /II 48" 120" 62.7 74.7 90.0 'C9• 30' p Sq• 55.7 66.4 90.0 .. • :0000: 36" 90.0 • • 42" 120" 90.0 16 0 60" 50.2 59.8 81.1 • • • •• • • i ••••• 48' 83.0 w {/ B • • •• •• •• ••••:• 73.8 54' � � f • • •• • • �19N, • II \ d C • •••0• •••••• 18 is \ It U s• i••••� 18 18 �I \ t� . • • .•• . • 8 10 II \ u ••• i In 8 10 L V 4 W2 W1 c m 0 0 .In Tm DOOR MULLION DOOR MULLION WIDTH (W) W1 + W2 m o W 0 REINFWITH REINF. = 2 L IX IN 4 SX IN5-3 IX IN-4 SX IN"3 6.063 2.695 1 ALUMINUM 6.063 1 2.6951 ¢ STEEL 6.795 1.209 r. F6Vfd a9 COF11 i witlt 1h,r Engr. JAVAU AHMALI iIP' pIY+>R N TOTAL 12.858 CIVIL Ftarid>s u dI od Ix ALUM+Ix STL X 2.2 FLA. PE # 70592 Dare j o I S CA 3538 N�a fii ai a M tni Dade Product Costitw N " drawing no. DOOR MULLION 2 �a W14-12 sheet 11 of 19 A DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION ANCHORS LOAD CAPACITY - PSF NOMINAL DIMS. 10TH RRINF. ANCHOR TYPES ANCHOR TYPES ANCHOR TYPES FRUIE HEIGHT DOOR HOW WIDTH(W1) WIDTH(W2) W. +) CLUSTER OF 8 ANCHORS NOMINAL DIMS. 'AR'&'AC' 'CII" '811'& 'Be INCHES INCHES INCHES INCHES W. (-) AT MULLION HEAD FRAME HEIGHT DOOR HEIGHT WIDTH(Wt) WIDTH (W2) EXT.(+) EW. (+j W.(+) ¢ 30 90.0 SEE CHART FOR CAPACITIES INCHES INCHES INCHES INCHES INT. ( ) INT. ( ) INT. ( ) Z n 36 80.0 30 91.0 108.4 135.0 0 t z 36 85.7 1Q2.2 135.0 Ias' ED 4 � 'T 72 42 90.0 ALDORA 42 81.1 96.6 131.1 +� U 48 90,0 ENTRANCE DOORS 72 48 78.9 91.6 124.3 tL O 54 90.0 _ SEE SEPARATE NOA 54 73,1 87.1 118.2 d 108 84 60 90.0 30 90.0 _==___ _ �}�E 60 69.7 83.0 112.7 38 90.0 -L ?_; _ 108 96 30 81.6 97.2 131.9 42 90.0 F 1 I 36 77.3 92.1 125.0 a 84 16 Q 48 90.0 -------"rte-r--------- 42 73.5 87.6 118.9 p -===fit " - ==-7 64 {�w Q O 54 90.0 I I --�1 48 70.0 83.4 113.3 Q 0. <G 54 66.9 79.7 108.2 60 86.8 G I / i A \ Ij 60 64.0 76.2 103.5 a! to G N 30. 90.0 16 II / II 1 fl \ II .t 36 88.9 w II / DIA \ II 30 84.7 100.9 135.0 L6 N u C = II II I u 1 36 79.6 94.9 128.8 2.'to_- 0 72 42 83.6 w II/ II 1 O \� II 1 II w 42 75.1 89.5 121.5 •� Z 48 78.9 II y 72 1 / k y 48 71.1 84.8 115.1 Q 54 74.7 f I 1 � '' � 60 7f.Q I� I 11 0 54 67.6 80.5 109.3 120 84 30 85.5 lj \\ ll 1 // Ij Q 120 96 60 64.3 76.6 104.0 = 0 co 36 80.6 II \ II 1 II II 30 76.0 90 5 122.9 � rO 42 76.2 j \ 0 1 1f / II 36 71.9 85.7 116.3 1 84 48 72.3 I�____ TYPICAL ANCHORS w TYPICAL ANCHORS 1 BY SEE WOOD BUCKS FOR SPACING Y ? j SEE ELEVATIONS m v + FOR SPACING ;. a; n• I •• O ':' a s. ''a• ° .e I I N05: iv' P M V -------------- W w 1 < Igo I T a I 7 a a ® v to to h A_ A 5 tn A � Q il •! i i i 2 000 it li 2 i i i � o it i I I iI TYPICAL ANCHORS m 1 III III III jISEE ELEV. M I FOR SPACING CS it li i iI 'j 0 f] lit j jf it li v � I``? tNU III IiI II lil it N U LLJ 00 E o:l IIIj I It II � � � o III III Ijl ll II � d r v C) 3r. Q N 000 ® 13 © 13 N c �Lt. 03 ••e ® E. « • ••• •000.0 u-' O< M •• : `• pe , •• see*** ll, I I l!I f 1st • ky •• :0000: ,F I II s II 11 II II II ••• `••` ••�••• 'I I' • sees* II- ,!I II !, ! •T.- huf •• e ` 0 jl j jl j Ij • s • •eases 0 COO ...... L I II II 1 II II d II II II II II 1 I I I' I I 2 I I I C v II I I II IS � 'N I II w II II II : wun L O s co C I 7 \ ;E \ M = I 7 M x Ea•r: JAVAD AHMAO A 1 oa ed Ra�otn it& arab tkv. rn d Pla p$' & o FLA PE 7Css2 Flor*Nd &4A o n CAM. 3536 Daw IDA § A Mai teq o b N SL ° I - drawing no. TYPICAL ANCHORS e . SEE ELEV. TYPICAL ANCHORS � W 14°-12 FOR SPACING SEE ELEV. ood00000lde4 ME ��!`�TAL � 2LP1!a =sheet 2 of�� FOR SPACING STRUCTURES �� CL ANCHORED JAMBS ANCHORED JAMBS 3/8" MAX. SHIM n 3/8" MAX. SHIM O ALT. UNANCHORED JAMBS UNANCHORED JAMBS 7A t MIN. & MAX. GAP 5 7 4°MIN. & MAX. GAP SEE CHART BELOW 7 2 2A $ 2 'SEE CHART BELOW 2A $A 2 ® J •p {�{,��,. � 7yN,!� Z d:G'•4 r = `\ a IL N C U 1� Sq �0 .Q '• F •4•'. D.•i `ice A it V• 4 h l V. y r. O M 1 BY EXTERIORil := WOOD BUCK W D.L. OPG. D.L. OPG. rn JAMB ANCHORS o OPTIONAL JAMB ANCHORS OPTIONAL SEE ELEV, FRAME WIDTH SEE ELEV. rn w No FOR SPACING FOR SPACING 7 800 � U) a— y c Yt ANCHORED JAMBS ANCHORED JAMBS a-C3 3/8" MAX. SHIM 3/8" MAX. SHIM %M UNANCHORED JAMBS 38 UNANCHORED JAMBS ALT E Q MIN. & MAX. GAP �D ANCHORED JAMBS MIN. & MAX. GAP E N �Jto b •• SEE CHART BELOW 2 SEE CHART BELOW • 12 DO NOT REQUIRE 7 8 2 7A 2 ¢ ••• •• :.• REINFORCING [� METAL `` be BY WOOD BUCK #!6 m ygo 064 see STRUCTURE ,I W OD STRUCT RE � !�m W •° . ;• •• — _— — �/� • • • • • • / • rf/ _ - _- - V N EXTERIOR JAMB ANCHORS JAMB ANCHORS D.L. OPG, D.L. OPG. OPTIONAL c SEE ELEV. OPTIONAL FOR SPACING o a SEE ELEV. N FOR SPACING FRAME WIDTH L MAX. GAPS FOR UNANCHORED JAMBS �r NOTE: MULLION Mi, M3 MULLION M2, M4 MAX. MOVEMENT CONSIDERED=100% STRETCH. I n JAMB J1, J2, J3 JAMB J2, J4 Eayr JAYAD AHM D 4ppsoved compbiaaavi4$aWe N MAX. FRAME PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION CIVIL• MorAD � r HEIGHT MIN. MAX. MIN. MAX. MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL FLA PE 70592 `c3 en 84" 1/4" 1" 1/4" 1„ MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. C.A 538 tREFER TO ACI-117--10 FOR CONSTRUCTION TOLERANCES.g8" 1/4 1 1/4" ALTERNATE SEALANTS A7 JAMB GAPS CAN BE DESIGNED BYdl ® �¢� • 108" 1/4" 1" 3/8" 1" ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. drawing no. 120" 1/4" 1'° 3/8" 1'° GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY 132" — — 3/8" 1" THE USE OF BOND BREAKER TAPE OR 15% �A�q OF GAP ALLOWED MOVEMENT. �lJl •q`'q� Yv 14-12J 144" e 3/8" 1" REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MULLION/JAMB WITH �i GGbbrri sheet 9 s ofi �9 REINFORCED & UNREINFORCED FRAMES. TYPICAL ANCHORS w BY SEE ELEV. TYPICAL ANCHORS FOR SPACING Y WOOD BUCKS F I S££ ELEVATIONS m = d FOR SPACING 4e K.- - O hQ� IL M U 1 $ Ld I v a a Q ` nsul ITj 00 cn ®�pp 0. 4 'A II EI 2 IE II I 2 Q W II 111 I1 I II � � I' I II I II TYPICAL ANCHORS ] G I I I• SEE ELEV. Z II II I �I II FOR SPACING (7 , i Eil i i it Wz � I •I I1 I1 II 0 -j I I ci p o0 N Gin m II ISI II II �I V tLI II III I I 111 2 o CL. Q `-� 2A i i 1 z O 00 � � ... � 23 _ e..� ee a:e 8 10 � odo e e '. ¢ as ee ... won i it t it i v. •``� � • Off lil I i, i II ..• . .. .. ... Ra !il Ii1 i1 iii .. •0 II I II II 1 • • i ••i• Goof** OY4 I II - . • • • -jI cQ a *see*: ee• • p � III 'jl II IjI Ij e e i � �! •� II II IVn N I II 1 II II10 °I 1 II II ;11 11 I! 1 { I! I II I &IM 2 IIQ U •> C " � — M y I 9 "� N Enyr JAVA AHMAD o 1 CML FLA. PE # 70592 C.A-t:. 3138 Date, �+ D o D• .." R9itaW Dade P mdu two � � v o 9• 1 pD. • 'D TYPICAL ANCHORS drawing no. SEE ELEV. TYPICAL ANCHORS F II�t W1 4-12 FOR SPACING FOR SPACING STRUCTURES JUN 2 14 sheet �4 of y� ANCHORED JAMBS ANCHORED JAMBS 3/8" MAX. SHIM 3/8" MAX. SHIM UNANCHORED JAMBS O UNANCHORED JAMBS MIN. & MAX. GAP 1 3 4?MIN. & MAX. GAP SEE CHART BELOW 11 1 'SEE CHART BELOW n j 22 g t z Lu a a1 4 (� IL a a�� •4 •4•' A• 90 W a P Q u V .. , ..•.•i; -- '° ® BA z lC} Ci lay EXTERIOR WOOD BUCK D.L. OPG. D.L. OPG. ; JAMB ANCHORS JAMB ANCHORS v p N OPTIONAL OPTIONAL y M to SEE ELEV. FRAME WIDTH SEE ELEV. I FOR SPACING FOR SPACING v lW_- :zj 0 0 o a_ Of to ANCHORED JAMBS ANCHORED JAMBS Q N 3/8" MAX. SHIM 3/8' MAX. SHIM o`$ it Mto C4 sp UNANCHORED JAMBS UNANCHORED JAMBS ¢ < MIN. & MAX. GAP MIN. & MAX. GAP �i = � �I SEE CHART BELOW g 35 SEE CHART BELOW �ISO* �Y— EXTERIOR ANCHORED JAMBS g g . - ••• ••DO NOT REQUIRE 0 ® Q ,� •REI F RCING 2 0 • • •STRUCMETAL TUE BY WOOD BUCK *0 001000tn Swam W dD STRUC RE FF • .• ••Sao, eaves •• Do JAMB ANCHORS JAMB ANCHORS D.L. OPG. D.L. OPG. OPTIONAL SEE ELEV. OPTSEEIONAL ELEV. FRAME WIDTH FOR SPACING A o FOR SPACING o c MAX. GAPS FOR UNANCHORED JAMBS i NOTE: • MULLION M1, M3 MULLION M2, M4 MAX. MOVEMENT CONSIDERED=100% STRETCH. I u o Engr: JAVAO AHMP17 3ffi g� MAX. FRAME JAMB J1, J2, J3 JAMB J2, J4 PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION CML '�PP°�vracbasanrtnl�� HEIGHT MIN. MAX. MIN. MAX. )rlorlda B log sal K, MANUAL FOR COMPATABIUTY OF SEALANT r0 SUBSTRATE & WINDOWALL FIA PE f 70592 &)sale o M A MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. C.A.N. 35 8 84" 9/4" i" 1/4" 1" i�ti➢A# ; REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. v 96" 1/4" 1" 1/4' 1" ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY MI s�1>madr� e�kk % 1081° 1/4" 1" 3/8' 1" ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. 1}y Yf? 120' 1/4' 1" 3/8" 1" GAPS LESS THAN 1/4' MAY BE DESIGNED BY ENGINEER OF RECORD BY `dprlawi,ngg no. 132" - - 3/8" 1' THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. J �� ��� 1 I®^ 2 144" - - 3 j8" 1" REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MULLION/JAMB WITH sheet 15 of 19 REINFORCED & UNREWFORCED FRAMES. o_ i SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. ® J LOWER VALUES FROM DOORS NOA a OR STOREFRONT SYSTEM CAPACITY CHARTS a WILL APPLY TO ENTIRE SYSTEM. ® O v ® ; � n 18 3 18 0 E a<< 800 ----------------- li 2 ----------- -----i i 1 �, z to= MIAMI-DADE COUNTY APPROVED MIAMI-DADE COUNTY APP OVED N i LARGE MISSILE IMPACT RgSISTANT TRANSOM , LARGE MISSILE IMPACT RgSISTANT TRANSOM z 1 I I I W '� r �__ ------ -- b ==T----------- 0 Co � I �n -------------1 lil CL 10, rn .� d 48 d 4 Q iris ad 10 Co it E ¢ d LL. 00co .... co 000 1/4-20 X 2-1/4" HH BOLT 1/4-20 X 2-1/4" HH BOLT o % •• • • W/ NUT & WASHER 8 W/ NUT & WASHER 8 O E < M ' ' •0 AT MID SPAN `"J AT MID SPAN •��g •• •• ••• �• • 8 18 •• ••• r-----------------------J r^ ----J ••t. 7 • • 2 I t 2 10 I I •• • • • ••..• MIAMI-DADE COUNTY APPROVED j I MIAMI-DADE COUNTY APPROVED I •• • • 00004 0640:0 LARGE MISSILE IMPACT RESISTANT DOOR LARGE MISSILE IMPACT RESISTANT DOOR • I _� I a • 0 • • •••. •.•.• I II i I II I • • II 1 ----- -- II I • • • •••• I �� 1 1i L ••• i I An ----------- —=_—�---1 -- I I I�it�1 - — I I ISN I q r — 1 ----------------x----Ij _._... --— -- ---------- ---- 0 7 N 6 ♦_/ I ♦_/ i ai 0 d• - Engrr JAVAD AHMAD I o CML AApbvt4 VA Corfl*wg wkb/bc N FLA. PE # 70592 �0III$ ' ¢ r�i C.A.N. 353 IIDale RAtaml Bade Product d only(- U H drawing no. JUN W14-12 sheet 16 9 IL 3.712-�j � `070 �3.712� -2.596- 40au 3.712 �3.712� .933 .062 ,754 187 .250 1.500 3.000 187 250 1.500 .187 .25d 1.500 .187 .250 1.500 ® �, Z 2.254 2.250 I 2.250 l� Y .090 L2.360--�f gIL 090 .090 0940 O W U 4.500 0 Imo--4.500 �4.5d0 4.500 GLASS STOP � p W (� O 7A i POUR & DEBRIDGE L 3.346 G1 a HEAD/SILL/JAMB/INTERMEDIATE & MULLION INTERMEDIATE HORIZ. & MULLION TYPE 2 HEAD/SILL/JAMB/INTERMEDIATE & MULLION HEAD/SILL/JAMB/INTERMEDIATE & MULLIONcot }ru o -� 0 1 a a .933 .062 .750 Q 10 � 3.694 3.697 3 0 tv -� � �.090 � .750 .090 �i N a ` I 377 .381 .125 637 3,000 .187 1.500 O !� � GLASS STOP -1.500 :i r_ p 00 5 cli PLAIN SNAP 11 POUR AND DEBRIDGE PLAIN SNAP v 4.544 tow °° 187 .090 �i► °� L 381 381 13 INTERMEDIATE HORIZONTAL a- ¢ �„ z y Y 187 .187 3.641 4.500 !x .187 0- LU A dr) � 3.233 ,090 3.233 .090 3.233 a 4.499 4.019 4.099 .947 .570 .820 cn s aC� ro moose .090 K •< i •• • • 4.000 125 2.254 tam M '.: •. •:• w d,c� -1.7501 23 SHEAR BLOCK }2 HEAD/JAMB/SILL V •_ '• 0 ` 1a ••:••• LJ FIN SNAP 6A FIN SNAP TYPE 2 POUR & DEBRIDGE FIN SNAP 1.750 m{ •: ' '.: II .250 • • •• •• ....• • • • • • •• • • .125 _ • • • 0.0 • • •• • L U 3.712 4.499 G � .687 .375-�{ �.750� ° .500 C 1$ DOOR FRAME JAMB 125 .187 Engr. JAVAD AHMAO 7 n 4.000 CiVll. 4pprbved as tompi {og wrt4ta � N co 3.876 3.438 4.000 4.000 FLA, PE•# 70592 Florida diog Code o r�i CAN. 3 38 Date . .D' A No K mI Dade Produtt l- f BY d�rPaywing no. 248 24C 47 35 36 JUN . YY 14®1 G tl lU q ZL;f sheet 1 7 of 19 DOOR REINF. CHANNEL DOOR REINF. CHANNEL JAMB REINF. CHANNEL JAMB/MULLION REINF. BAR MULLION REINF. BAR ITEM # PART # REQ'D DESCRIPTION MATERIAL MANF. / SUPPLIER / REMARKS (I 0 1 SMI-311 AS REQ'O HEAD, INTERM., SILL, JAMB AND MULLION— HEAVY. 6063—T6 — I 2 SMI-312 AS REQ'D GLASS STOP 6063—T6 — 2A SMI-314 AS REQ'D GLASS STOP (LARGER) 6063—T6 — z T j 3 SMI-313 AS REQ'D FIN SNAP 6063—T6 — 0 4 SMI-094 AS REQ'O PLAIN SNAP 6063—T6 — d N a 5 SMI-004 AS REQ'D PLAIN SNAP 6063—T6 — Q.7 O q 0 ® 7 SMI-316 AS REWD HEAD, INTERM., SILL, JAMB & MULLION— HEAVY 6063—T6 — 0 7A SMI-321 AS REQ'D INTERMEDIATE HORIZONTAL & MULLION- TYPE 2 6063-T6 - I fa 8 SMI-317 AS REQ'D FIN SNAP 6063-T6 - SA SMI-322 AS REQ'D FIN SNAP TYPE 2 6063-T6 - 0 rl 9 SMI-311T AS REQ'D POUR & DEBRIDGE HEAD, INTERM.. SILL, JAMB & MULLION- HEAVY. 6063-T6 - ef®a Q 6 10 SMI-313T AS REQ'O POUR & DEBRIDGE FIN SNAP 6063-T6 - 11 SMI-094T AS REQ'D POUR & DEBRIDGE PLAIN SNAP 6063--T6 .0 N 12 SMI-318 AS REQ'D HEAD, JAMB & SILL. 6063-T6 - � �► 13 SMI-319 AS REQ'D INTERMEDIATE HORIZONTAL 6063-T6 - z f4 18 SMI-005 AS REQ'D DOOR FRAME JAMB 6063-T6 - 23 SMI-320 AS REQ'D SHEAR BLOCK (1" LG.) 6063-TS - 24B 7/8"X3 7/8"X7/8" AS REQ'D REINFORCING CHANNEL 3/16"THK. STEEL - .. orn 24C 1/2"X3 7/16'X1/2" AS REQ'O REINFORCING CHANNEL 1/8"TI4K. STEEL - = 0 co 25 SMI-G01 AS REQ'D GASKET (AT INTERIOR) EPDM TREMCOv w I 26 SMI-G13 AS REQ'D SPACER / RETAINER OUTER GASKET SANTOPRENE MELTPOINT PLASTICS INTERNATIONAL. a H ro 27 SMI-G17 AS REQ'D SINGLE FACE FOAM TAPE (3/8" X 1/4") VINYL FOAM FRANK LOWE p 30 SMI-G12 AS REQ'D DOUBLE FACE FOAM TAPE (3/16" X 1/2') VINYL FOAM FRANK LOWE 32 SMI-SBO4 2 PER GL. SETTING BLOCKS (3/8" X 1 1/4" X 4" LG.) £PDM TREMCO, DUROMETER 80±5 SHORE AZ Y Q 34 SMI-SB07 2 PER GL. SETTING BLOCKS (1/4" X 1 1/4" X 4" LG.) EPOM TREMCO, DUROMETER 80±5 SHORE A N a 35 30/8" X 4" AS REQ'D REINFORCING BAR STEEL - � � M gj 36 3/4" X 4" AS REQ'D REINFORCING BAR STEEL - gj Li 46 #12 X 1 1/2" 4/CORNER FRAME ASSEMBLY SCREWS ST. STEEL HEX. HEAD MACHINE SCREW V) s cif I, ••• tk oo • 47 111/16-X 4" X 11/16" AS REQ'D JAMB REINFORCING CHANNEL 3/16"THK. STEEL ••• •• ••• < •• • . . • Lr) • • V) �+• • • • • • • • ••• • • 41 L (1 Ul C N O O to N O � n 1 0 O Engr. JAVAO AHMA9 t®ve1 as Eos CIVIL Pp PIY@�With MeFlorid FLA. PE # 70592 a I3 s1 I C e�0 "' n C.A.N. 3538 9Dafc rdfmq 0 3 MI m1 mode Prodn 6'onlro@ H' drawing no. ^SMI W14-12 -12 sheet l 8 of l 9 a Oz (L 0 ° 1 U - � r a ' - 00.Qa Q �30 N co I :3 O TO BQTTQM CORNERS o V) LO o O a. d Xy Kms} co WM E d to v► c: 6099 a— E [r • 9.60 •• 906 •• • • ,Q•� •• •• 669 w 6 •• •96 • •• • • • 6666• .. .. . ..:. . . . .... 066609 c ed a ago L •• / - N i O - i � C � O p d3 O L C Eng :,JAVA AHMAD I n CIVIL FLA PE. 76592 M a CAN.,351 .A. d Date q 14- Miami Dade 3Prodaet Control LiN u • INTERMEDIATE CQRNERS drawing no. --- W 14-12 JU 0 9 211112 sheet 19 of 19 . 9 1 MIAMI. 511AMI—DADE COUNTY,FLORIDA o 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)31 5-2599 -NOTICE OF ACCEPTANCE (MCA) �+�tiot'.mi�midAde.�ov<esa�onav WinDoor,Inc. 7500 Amsterdam Drive Orlando,FL 32532 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 119060"Thermally Broken Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No.05-01.902,titled"Series 9060 Casement Window Large Missile Impact', sheets 01 through 13 of 13, dated 01/14/13 with revision "C" dated 07/15/13, prepared by manufacture, signed and sealed by Luis R. Lomas, P. E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Fissile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miarni Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. ]INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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 Jaime D.Gascon,P.E. NOA No.13-0129.25 CIA;Kl•DADECOUNTY Expiration Date: August 08 2018 Approval Date: August 08,2013 `� � E Pagel or.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No, 08-01902,titled"Series 9060 Casement Window Large Missile Impact", sheets 01 through 13 of 13,dated 01/14/13 with revision"C"dated 07/15/13,prepared by manufacture,signed and sealed by Luis R.Lomas,P.E. 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 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202--94 along with marked up drawings and installation diagram of a thermally broken Aluminum casement window, prepared by National Certified Testing Laboratories, Inc., Test Reports No.'s NCTL-210 3832-2A and NCTL--210 3832 3A, dated 01/10/13,signed and sealed by Gerard J.Ferrara,P.E. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC3010, dated 04/19/13,prepared, signed and sealed by Luis R. Lomas,P.E. 2. Glazing complies with ASTM E1300-04 QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVI1 Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentiyGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Test Report No. ATI-61261.01--106-18, prepared by Architectural Testing, Inc., dated 12/13/05, .revised dated 01/04/06, issued to Teclmoform, for their I—Slut Thermal Barrier plastic per ASTM D635-03 "Standard Test Method for Rate of Burning and/or Extent and Time of Bwming of Plastics in a Horizontal Position" and ASTM D2843-99"Standard Test Method for the Density of Smoke from the Burning Decomposition of Plastics",signed and sealed by Allen N.Reeves,P. E. Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.13-0129.25 Expiration Date: August 08,2018 Approval Date: August 08,2013 1;!—1 W ACCEPTANCE: E�ENCE S[TBMITTED FICATIONS (CONTINUED) o. ETC-08-1043-20974,0, prepared by ETC Laboratories, Inc., dated ;d to Technoform, for their I-Stut Thermal Barrier Plastic PA 66 GF25 4929-96 (2001) "Standard Test Method for Ignition Properties of A by Gurijinder Dliami,Dir. i. ETC-07-1043-19094.0, prepared by ETC Laboratories, Inc., dated .ed to Technofoim Bautec N.A., Inc., for their 18.6mm Flat I-Stut .er/ ETC07021 per ASTM D638-03 "4500 exposed Xenon Arch"& :h ASTM D638-03 "Tensile Strength" and per ASTMD G26-96 Operating Light Exposure Apparatus (Xenon Arc Type) With and for Exposure of Nonmetallic Materials; dated 03/06/08, signed and ph Labora Doldan,P.E. ,autec N.A.,Inc.Part No.968600 18.6mm Flat I-Stut Thermal Barrier GF25 complying with ASTM D3418-03 "Standard Test Method for +tperatures and Enthalpies of Fusion and Crystallization of Polymers by -anning Calorimetric",ASTM D792-03 "Standard Test Methods for 7ecifrc Gravity(Relative Density) of Plastics by Displacement",ASTM ,ander d Test.Method fog•Rubber Property-Datrometer Hardness"and -03 "4500 exposed Xenon Arch&Tensile Strength". er of no financial interest,conformance and complying with FBC 2010, 3,issued,signed and sealed by Luis R.Lomas,P.E. ompliance letter for Test Reports No.'s NCTL-210 3832 2A and 1832-3A, issued by National Certified Testing Laboratories, Inc., dated ied and sealed by Gerard J.Ferrara,P.E. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-0129.25 Expiration Date: August 08,2018 Approval Date: August 08,2013 E-2 REVISIONS WAADDED DESCRIPTION DATE APPROVED CHARTS & HARDWARE LAYOUTS 04/12/13 R.L. PER MD COMMENTS 05/30/13 R.L. NOTES: NOTES AND B.O.M. 07/15/13 R.L. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING, 2X WOOD BUCK, IX WOOD BUCK AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 2X WOOD BUCK TO BE PROPERLY SECURED. 3. 1X PT WOOD BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 1X PT WOOD BUCK TO BE PROPERLY SECURED. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: ALUMINUM 6063—T6.300-04, SEE SHEET 4 FOR GLASS OPTIONS. CORNER CONSTRUCTION: 6. UNITS MUST BE GLAZED PER ASTM E1 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND 1. FRAME CORNERS ARE ASSEMBLED USING TWO NE DEBRIS REGIONS. CORNER KEYS: EXTERIOR KEY (ITEM 25) AND BOR 8. BOR AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE INTERIOR KEY (ITEM 26) SEE SHEET 6 SHISPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 2. SASH CORNERS ARE ASSEMBLED USING TWO 9. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH CORNER KEYS: EXTERIOR KEY (ITEM 25) AND '.••• Q �•� '•••' ......•'•.• INTERIOR KEY {ITEM 24} SEE SHEET SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE �•�• : �� ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. Osseo* •• ••• 10. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" ITW BUILDEX TAPCONS WITH 000.00 :sees: SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 Osse •• ' 1/2 MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND Osseo INSTALLATION DETAILS. 940*66 11. FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING GRADE 5 o0e.o• •o SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3. THREADS MINIMUM BEYOND STRUCTURE 0 0 . . •••••• 0000.. INTERIOR WALL. LOCATE ANCHORS A5 SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. a •.• ;....; 12. ALL FASTENERS TO BE CORROSION RESISTANT. o.0 • • k - • • 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR _ � MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN °. mv SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: g ;k A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 �} a B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TORASTM C-90 M ,6Q63DT5N 1/8 Q 1 (OMINIM MLR) D. METAL STRUCTURE: STEEL 18GA, 33KI SIGNED: 0711512013 TABLE OF CONTENTS7500 t�,�l RDA„i DRIVE ��Ltl t t 11/t��l f SHEET N0. DESCRIPTION Win ®�� ORLANDO,FL 32832 .��`�� �°. �41jjff/� 1 NOTES INCORPORATED rI 4oz4al.s4� ®`� �®` E Af °•� P=4o7.4St.o50s a .�vsndootLs�c.com ep® \a t' f- 2 - 4 ELEVATIONS AND CHARTS Frov� °d 'ia 9060 CASEMENT WINDOW = 0 � • #�_ ",riaaOdd' a LARGE MISSILE IMPACT 5 GLAZING DETAILS AND B.O.M. }ate,_ 'rte fiTAT OF �ti t7A# .�” • NOTES ;,?� . 6 CROSS SECTIONS ' $ of REV a''rlee'o �OR1QQ%•® N 7 - 10 INSTALLATION DETAILS 1� -F ,. r�. DRAWN: DWG NO. ` C� 1 V.L. O8-01902 C /fff/jS'�ONA�,� 11 COMPONENTS SCALE NTS DATE Di/14/13 s 1 OF 13 12 - 13 HARDWARE LAYOUTS NaV REVISIONS REy DESCRIPTION DATE APPROVED 37" MAX FRAME WIDTH A ADDEO CHARTS & HARDYIARE LAYOUTS 04/12/13 R.L. 14" 8 REVISED PER MD COMMENTS 05/30/13 R.L. 4 1/2" MAX MAX07/15 13 R.L. C REVISED NOTES AND B.O.M. O.C. ACHART#1 CHART#3 Series 9060 Casement Slagle WindowSeries 8080 Casement Single Window 4 1/2" MAX with PViB Interlayer(Glazing C and D) -T-- with SENTRYGLAS in terlayer(GlazingA and 8 I / Maximum design pressure capacity chart(psi Maximum design pressure capacity chart(P5) Frame width(in) Frame Frame width(!n} Frame Height 24.0 30.0 36.0 37.0 Height 24.0 30.0 36.0 37.0 76 1/4" (in) Pos Nag Pos Neg Pos Neg Pas Neg {In} Pos Nag-- Pos Neg Pos Nag Pos Nag MAX 30.0 100.0 159.0 100.9 150.9 100.9 160.0 700.0 160.0 30.0 90.0 90.0 90.0 90.0 99.0 90A 90.0 90.0 D.L.O. 36.0 100.0 150.0 100.0 160.0 190.0 160.0 100.0 160.0 36.0 90.0 90.0 99.9 90.0 90.9 90.0 80.9 90A B 100.0 150.9 190.9 150.0 100.0 is0.0 42.0 90.9 99.9 90.0 90.0 80.0 90.0 90.0 90.0 82" 4 100.0 7b0.0 709.0 150.0 'IOO.Q 750.9 100. 48.0 99.0 84.0 90.0 90.0 90.9 90.0 80.0 90.0 PANEL 54.0 90.0 80.0 80.0 90.0 99.0 90.9 90.9 99.0 HEIGHT 54.0 19a.a 1so.o 1a9.o 759.0 1oo.a 1ss9 e o ` 700.0 150.0 100.0 1b0.0 t0a.9 169.9 100.0 150.0 60.0 30.0 90.0 90.0 90.0 99.0 90.0 90.9 80.9 / 66.0 80.9 90.0 80.0 9a.9 90.0 90.0 90.0 90.9 66,0 109.0 150.0 190.0 150.0 100.0 160.9 190.0 159.0 72.0 90 0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 72.0 100.0 160.0 100.0 159.0 100.0 149.6 100.0 146.9 78.0 90.0 90.0 90.0 90.9 90.9 90.9 -960-1-90.0 78.0 100.0 150.0 100.9 760.0 100.0 146.9 100.0 148.1 84.0 99.9 90.0 90.0 90.9 90.0 90.0 80.0 9a.0 84" 84.0 100.0 160.0 100.0 150.0 700.0 142.8 100.0 140.0 MAX FRAME HEIGHT . •....• •••••• CCHART#4 HART#2 '..' : •••� Number of anchors locations required for 8t a�nlIs •• •••• Number of anchors locations required for single units lased with PVB Interlayer(Glazing C * glazed with SENTRYGLAS Interlayer(Glazing A and B) g •••••• Frame width(in) Frame Frame v�tdth(in) • . • Frame Height 24.0 30.0 36.0 •"97.0 • •• •• ••• Height 24.0 $0.0 3610 37.0 , ••••• (In} Head Jamb (lead Jamb Head Jamb Head Jamb (in) Head Jamb (lead Jamb Head Jamb eaM Jamb • �ANCHORS B£ EQUALLY 4 30,0 z 2 3 2 3 2 ' g• 2 •• •• ••'• SPACED FOR NUMBER OF 30.0 2 3 3 3 3 4 3 36.0 2 3 3 3 3 3 •••8•• 3 • •• -� ANCHORS REQUIRED SEE 36.0 ? 3 1 4 3 4 3 4 3 3 3 • • 3 • • •••••• 42.0 2 4 3 5 3 6 3 5 42.0 2 3 3 •.••• CHARTS ON THIS SHEET 3 3 4 • 3• 4 ' • 3 6 48.0 2 3 3 •••••• 29 1/4" D.L.O. 48.0 2 6 3 6 3 6 ' 54.0 2 S 3 6 3 7 3 7 64.0 2 4 3 4 3 4 ••3 • 4 • �•� ' =WINDOW 60.0 2 6 3 7 3 8 3 $ 60.0 2 4 3 4 3 5 3 666.0 2 4 3 6 3 6 3 6 ` 86.0 2 8 8 $ 3 8 3 9 72.0 2 fi 3 5 3 6 3 S 90ti0 C�+SEf72.0 2 7 3 a 3 10 3 79 78.0 2 5 3 6 3 6 3 778.0 2 7 3 9±L± i0 3 11 84.0 3 7 3 7 84.0 2 8 3 1011 317 DESIGN PRESSURE RATING IMPACT RATING SIGNED:-0W5/2D-13.-..... ' LARGE +100,0/-140.OPSF �� _.7500 A o RD MDIUVE ®�e�o\WinDot� MISSILE IMPACT . ... _ L D WIND ZONE 4 AND HVHZ MISSILE LEVE r14o7.4s1.e4oa �® °® °�1V° �� WITH GLAZING A AND B(SEE CHARTS 1&2) INC(?R?PC�R t1'I ED , Pax:407.481.0505 nra�vti�3ndaorinc.com p1 p°�G �0 ipmVed 713 cornplyblg vAdi ft aridasuug 9060 CASEMENT WINDOW I _. DESIGN PRESSURE RATING IMPACTRATING LARGE MISSILE IMPACT LARGE ptA6I) a Con _ ELEVATIONS TAT OF ±90.0PSF MISSILE IMPACT ' DRAWN- DvIc No. REV ���� �ORVDto MISSILE LEVEL D, WIND ZONE 4 AND HVHZ V.L. 0$--01902 C ° �,0 ®OVAL WITH GLAZING C AND D(SEE CHARTS 3 8:4) SHEET I/!I!1l 1114 t1`®® SCALE NTS DATE 01/14/13 Z OF 4 3 .. .y . ftEy DESCRIPTION REVISIONS DATE APPROVED " 74" MAX FRAME WIDTH A ADDED CHARTS & HARDWARE LAYOUTS 04/12/13 R.L. 12MAX4" 3" MAX 4 1/2" MAX B REVISED PER MD COMMENTS 05/30/13 R.L. 4 1/2" MAX O.C. 6" MAX C REVISED NOTES AND B.O.M. 07/15/13 R.L. 4 1/2" MA T— /f f I a 70„ 1 PANEL HEIGHT 72" MAX 64 1/4" FRAME MAX HEIGHT D.L.O. I . . .... ..... 4 1/2" MA , •• ••• • ...... .. ... FOR NUMBER OF ANCHORS •••••• ••••• 3"MAX REQUIRED SEE CHARTS •••• •• • • IN SHEET 4. ••'• •• • 29 5J8,. 6"MAX ...... .... MAX D.L.O. 9"MAX • 35" PANEL WIDTH ••••• 9060 CASEMENT WINDOW TWIN •..• EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING -�9©.OPSF URGE MISSILE IMPACT SIGNED: 0711512013 4 AND HVHZ MISSILE LEVEL D WIND ZONE �. _ . WITH GLAZING A A b B(SEE CHARTS 5 AND 6) 75QE)A1lISI'EIt17t1;4f DRIVE L 0 �1/Jj7d ®� ORLANDO,FL 32832 DESIGN PRESSURE RATING IMPACT RATINGCCagtI�CJI211'z'ET3 PhO"" '71'�°0 �° Pam 407.481.M5 �rnc wmindoorinc.com o��\� LARGE o¢ ±9O.OPSFd »S mncty�llg�vi�llr 9060 CASEMENT WINDOW '® � p MISSILE IMPACT ste LARGE MISSILE IMPACT cc MISSILE LEVEL D,WIND ZONE 4 AND HVHZ DAi# ' °' ELEVATIONS o Ia►T ®F oAj � WITH GLAZING C AND D(SEE CHARTS AND 7 AND Sj ° con �' ��e�° 4 ati�rs No. REv ®®� °•OR DRAW 08-01902 C ®����/®NAS v.L. ®�s�i1t SCALE NTS DATE 01/14/13 SHEET OF 13 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS & HARDWARE LAYOUTS 04/12/13 R.L. B REVISED PER MD COMMENTS 05/30/13 R.L. C REVISED NOTES AND B.O.M. 07/15/13 R.L. CHART#6 CHART#5 r(Glazing A an Series 9080 Twin Window with SERlTRYGLAS interlayer Series 9060 Casement�"av/n Window with SENTRYGLAS Interlaye (Glazing it and B) Number ofanehor locations required Frame width(In) 74.00 Maximum design pressure capacity chart(psi) Frame 48.00 56.00 64.00 72.00 Frame Frame Width(in) Height Mull Mul! Mull Mull Mull mull Mull Mull Mull Mull head �tl Head Jamb head silt Head Jamb Height 48.0 86.0 64.0 72.0 74.0 (in) Head Jamb head sill Head Jamb head slll Head Jamb head sill (in) Pos Neg Pos Nag Pos Neg Pos Neg Pos Nag 30.00 2 3 2 3 2 3 2 3 2 3 2 4 3 3 2 4 3 3 2 4 30.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 36 00 2 3 2 3 2 3 2 4 2 3 3 4 3 4 3 6 3 4 3 fi 36.0 100.0 f20.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 42 00 2 3 3 4 2 4 3 4 2 4 3 5 3 4 3 5 3 4 3 5 42.0 100.0 120.0 iQOA 120.0 100.0 120.0 100.0 120.0 1Q0.0 f2fl.0 48.00 -2 -4 3 4 2 4 4 5 2 S 4 5 3 5 4 S 3 5 4 6 48.0 100.0 120.0 100-0 120.0 100.0 120 0 100.0 120.0 100.fl 120.0 54.00 2 4 4 fi 2 S 4 fi 2 fi 4 S 3 6 5 7 3 6 5 7 54,0 100.0 120.0 100.0 120.0 100.0 {20.0 100.0 120.0 100.0 420.0 60,00 2 5 4 5 2 fi 5 6 2 6 fi 7 3 6 5 7 3 6 5 7 60,0 100.0 120.0 100.0 120.0 100,0 420.0 100.0 117.8 100.0 116.0 2 6Hs 7 2 6 5 7 66.0 100.0 120.0 100.0 120.0 100.0 111.3 100-0 103.1 100.0 101.4 66.00 2 5 5 6 2 6 5 6 2 6 5 7720 100.0 120.0 100.0 109.7 99.4 99.4 91.6 91.6 90.0 90.06 5 S 2 6 5 6 2 8 5 7 2 6 7 2 6 5 7 •w•• CHART#8. • ...... .. ..... CHART#7 ' Series 9060 Casement Twin Window with pVB lnteriayer{Glazing C and D} ••...+ �••••; Series 9080 Twln Window with PVB interlayer(Glazing C and D) Number of anchor locations required •••• •• • Maximum deslgn pressure capacity chart{Aslp • Frame ••ww ' " .•••• Frames Frame Width(In) Frame 86.00 64.00 72.00 74.00 •• •• •• • •• ••' 48.00 MUlf Mull Height 48,0 56.0 64.0 72.0 74.0 Height Mull Mull Mull Mull Mu!! Mull Head Jamb •• •• •• •• ••••�.► Mull Mull Head Jamb Head Jamb head s3 (in) Pos Neg Poe Meg Pos Nag Poe Nag Pas Meg (In} Head Jamb Head Jamb head silt head sill head ill •••••. • • head s!!! 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PART NUMBER DESCRIPTION 6 S51990 VERTICAL SCREEN ADAPTER KEYMARK ALUMINUM 6063-T6 41 #10 X 3/4" & EL X 1 1NG PFN 7 H50/0-55--0521 ENCORE DUAL ARM OPERATOR TRUTH 42 #10 X 3" PPH SELF-DRILLING 43 HEAD & SILL INNER-SCREti'dS 8 H50/0-55-0522P ENCORE DUAL ARM OPERATOR TRUTH 1» 9 12510.00.0520 STUD BRACKET LEFT HAND HINGE TRUTH 44 01-100-7755-002 NEOPRENE GLASS SHIMS FRANK LOYdE bUROMETER 80 10 12511.00.0520 STUD BRACKET RIGHT HAND HINGE TRUTH 45 SIKAFLEX 552 POLYURETHANE SIKA SEALANT 1/8" HS 46 968600 THERMAL STRUT TECHNOFORM POLYAMIDE .090" SENTRYGLAS BY DUPONT 11 64.59.00.201 14.10 WASHABILITY HINGE TRUTH 7/16 3/16» TEMP 1/8" HS 12 24.30.XX.004 LOCK ASSEMBLY TRUTH3 3 j 16" HS EXTERIOR 13 23050.00.0500 LOCK SUPPORT PLATE TRUTH 09p" SENTRYGLAS BY DUPONT 23 14 9000LH-HD KEEPER LEFT HAND - HD SELJAN 45 HS 3 15 900ORH-HD KEEPER RIGHT HAND - HD SELJAN 3/163/16""OR INTERIOR ALUMINUM INTERIOR SPACER SYSTEM 16 11914 TIE BAR 6 POINT TRUTH 23 45 BY HELIMA •"• 15/16" BITE '....' ••••�.• 17 11914 TIE BAR.5 POINT TRUTH 44 •••• ...• • 44 ' 18 12075P001 TIE BAR GUIDE TRUTH C] Q •••••• •• ••••' 22 15/16 BITE 19 900130 FRAME & SASH SNUBBER ROTO 21 •••:•• ••'•: •• 20 H1579-SS-0520P OPERATOR TRACK & SLIDER ASSY TRUTH 46 GLAZING DETAIL B •••••• : '..' ••�••• 46 CQ D 21 S46329 GLASS STOP 7/16" — 9/16" KEYMARK ALUMINUM 6063—T6 '•�`•• • 7/16" GLAZING DETAIL A ••'••' '••�" ""=' 22 S460$4 GLASS STOP 1" KEYMARK ALUPAINUM 6063-T6 1/8" HS 3/16" HS EXTERIOR •••••• ' 23 TP1051 #6 GLAZING VINYL TEAM PLASTICS 090" PVB BY DUPONT ;...:. 490" PVB BY DUPONT • • •••••• 24 FS07438 INTERIOR SASH CORNER KEY KEYMARK ALUMINUM 6063-T6 3/16" HS INTERIOR 3/16" TEMP 1/8" HS 3 •• • 25 FS07440 SASH & FRAME CORNER KEY KEYMARK ALUMINUM 6063-T6 EXTERIOR 3 23 '• • 26 FH07439 EXTERIOR FRAME CORNER KEY KEYMARK ALUMINUM 6063-T6 23 ALUMINUM 45 - KEYMARK ALUMINUM 6063-T6 45 SPACER SYSTEM INTERIOR 27 FH07574 SCREEN FRAME 44 BY HELIMA 28 FHO5838 SCREEN FLANGE FRAME KEYMARK ALUMINUM 6063-T6 44 15/16" BITE 29 S10010-BL-22008 SCREEN SPLINE 21 15/16 BITE 22 ..: 0 30 SBV-XX-06002 SCREEN CLOTH ULTRAFAB 46 Q L�I� 31 QEZ 376 Q-LON FOAM FLAP SEAL SCHLEGEL 46 GLAZING DETAIL D SIGNED; Q7116I20i3 32 54076 WEATHERSTRIP LAUREN MFG. 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C REVISED NOTES AND B.O.M. 07/15/13 R.L. 31 1 ORO 10 36 32 5 3 33 a 34 27 OR 28 28 INTERIOR 28 21 23 29 33 OR OR 14 4 14 OR EXTERIOR 30 34 27 30 27 34 17 15 15 34 27 29 30 OO 1 8 29 29 38 38 INTERIOR z9 SASH 23 27 OR 28 JAMB 32 31 0 23 21 23 0 32 34 SASH FRAME SILL �- 7 g JAMB �• - •• 36 •• 35 23 23 + • 2B i • 0 000 11 38 22 36 • •:•• 2 •++• 38 33 31 _= 36 3 22 (Doo 2 41 35 I l j0 • •• : ••.• ++. 31 19 `-/ • • 36FRAME � SILL OR 1 EXTERIOR •••••• •a••+i +••• • VERTICAL SECTION CORNER ASSEMBLY � HORIZONTAL SECTION • • • + ..•• SASH JAMS SASH FRAME SILL JAMB SIGNED: 07/95/2013 7500 AmSTERDAAI DRIVE /l j j win or ORLANDO,FL 32832 �/f 24 INCORP®&2E�TEI� F=407.44s1osi Rnx�u.�vindoorinc.com ®�°�\0 S��°���°®i �yp>~nVeB as conviyblg%Ym the ° IFlosidaBull 9060 CASEMENT WINDOW F-:F*p 0 25 LARGE MISSILE IMPACT FRAME >NoA# . 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OR 2X BUCK EXTERIOR SHIM SPACE BY OTHERS SEALANT A VERTICAL CROSS SECTION T JAMB INSTALLATION DETAIL WOOD FRAMING METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION OR 2X BUCK 1 7/16 MIN. 7 REFER TO NOTES 2,3,12 AND 13SHEET7 REFER TONOTES 2,3,72AND 73SHEET 7 BY OTHERS EMBEDMENT SIGNED: 07/15/2013 7500 r�IISTERDIi DRIVE 0111111//N 7�A VERTICAL CROSS SECTION inD �� ORTANDO,TSL 32832 �'\0b � t d,y�fii� OOD FRAMING OR 2X BUCK INSTALLATION I1�TCORPORAT Ei7 r=40i48,0505 ar%•%,wjndoor!nc.com �e�oO\rj E N Approved as conmtynig With t4ta REFER TO NOTES 2,3,12 AND 13 SHEET 1 FloridaBuildin9060 CASEMENT WINDOW ° 0 ° Date °�^ • " `" NOTES: ivoA LARGE MISSILE IMPACT ®oo TA OF 1 Y.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, Lt3ia�d a Co Vol f LUSH INSTALLATION DETAILS ®� NOT SHOWN FOR CLARITY. By DRAYrN: DVIC No. REV °�<0 RA 2.SEALANT JOINT BY OTHERS TO BE IN ACCORDANCE WITH ASTM E2112. V.L. 08-01902 C SCALE NTS DATE 01/1/+j13 SHEET? 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SEE NOTE 3 SHEET 1 2.SEALANTJOINT BY OTHERS TO BE IN ACCORDANCE CONCRETE/MASONRY WITH ASTM E'2i 12. SIGNED: 0711512013 BY OTHERS ° ° °° 1 1/4" MIN. 4 4o EMBEDMENT �IVf 7500 ANISTERDA"DRNE 6 0, ' yip [�p�^�y,app a. ° ° O b 6 iJ�JJI ORT,ANDO,FI.32832 ° ; ° ° ° IN CORPOI�ATEJ© FIIOAG 4OJ.4818�00 ®% 0\0 'A �o' C�r r amastows wNvar.Rdndoorinc.com N e 0 � a VW 8S oout}�!y»Zg with tiae '�sadaBuD ' 0 9060 CASEMENT WINDOW 4 0 61 oQ 2 1/2" MIN. ®,q LARGE MISSILE IMPACT EDGE DISTANCE t.ca� tml FLANGE INSTALLATION DETAILS �� o TO OF a �� VERTICAL CROSS SECTION __ � aRAvrN: otivc No. REv ® ® <®R1®• ��v` CONCRETE/MASONRYINSTALLATION �1 tSCALLE < 08_01902 C ®®®����NA�- REFER TO NOTES 2,3,12 AND 13 SHEET 1 NTS DATE 01/14/13 ssiEET 10 OF 13 X11 fl 11�t 1 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS & HARDWARE LAYOUTS 04/12/13 R.L. 8 REVISED PER MD COMMENTS 05/30/13 R.L. 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REV ® o • V.L. 08-01902 Css/pNAI. SCALE NTS DATE 01/14/1.3 SHEEP 11 OF 13 /t/it II I Itt\ ' 37" FRAME WIDTH REVISIONS REV DESCRIPTION GATE APPROVED SNUBBERS A ADDED CHARTS & HARDWARE LAYOUTS 04/12/13 R.L. S REVISED PER MD COMMENTS 05/30/13 R.L. LOCKS C REVISED NOTES AND S.O.M. 07/15/13 R.L. $4" vq q- FRAME HEIGHT 70 7/$" .... ee e:e . . . e •••••• oo ee eee • 77 3/4" 57 7/8" •••••• • .... .. • e e 0000 .ee... e e ee ee 63 7/16" • .. .. 0 4 . . 45 1/4" ...e.e 49 1/8" • ...... 34 7/$° 32 1/8" ee a e• :•: • oe e 20 9/16" 18 1/4" 6 1/4" 4 9/16" SINGLE UNIT LOCK AND SNUBBER LOCATIONS SIGNED: 0711512013 r 7500 A�1I'STERDAM DRIVE X11 t 111.1lI�' 1nl o or ORLANDO,r f.32832 proved as oompiyhlS Yea Vte INCORPORATED eno ao7.asi.s ®N bride Bu Fs=407.481.MS www.mindoorinc.com ate OA# 9060 CASEMENT WINDOW iF • aci�epr LARGE MISSILE IMPACT HARDWARE LAYOUTS TAT OF . as SO9a2DRAW : R NAS,®P•��\` SCALE NS DATE 01/14/13 EREV ®®o 17 OF 13 alldlll111� REVISIONS REV DESCRIPTION DATE APPROVED SNUBBERS A ADDED CHARTS & HARDWARE LAYOUTS 04/12/13 R.L. i 74" 8 REVISED PER MD COMMENTS 05/30/13 R.L. LOCKS C REVISED NOTES AND S.O.M. 07/15/13 R.L. f \ Li 6666 • . 6666 •• •• • • • • .. o ...� 62 7f65 so to • \ 49 15/1,'.// 666 6666.. •• 6 .. 65 3/4" \ 660.66 0 66.6 .. .. \ / 6 .666. .. ..• 50 7/8" •.6..6 60.6.: so 0.• 50 7/8- 6666.. . •6 \ " • . . 6666. h Li •••••• 36" 32 1/8 \ 36" a • •, . . o 0 21 1/8- 1/4 21 1/8" 0 0 • 6 1/4" I L 6 1/4" TWIN UNIT LOCKS AND SNUBBERS LOCATIONS SIGNED: 07/15/2013 7111AAISTLRDAM, DRNB 011IIIIIJ!/ �i n�®®r ORLANDO,FL 32832 `5 INCORPORATED »401ASIMW taot.astusos nnc�rtivindootinccom Florida Approved�9 comp2yi 18 WNI VAO Date 906C} CASEMENT WINDOW `FICO r $1 �•* ... NOA# °� a LARGE MISSILE IMPACT 6 HARDWARE LAYOUTS � ® TATEOF .U • ,'��` DRAVIN. DWc ND. REV .i't' ® 0R1UP, 1 GALE DATE o8-01902 C ''1///"o ANAL�����\~ NTS 01/14/13 SHEET 13 OF 13 X111111 W F"57 MIAMI-D COUNTY E100-30d 1 "30d ' PRODUCT'CONTROL SECTION �'=-���;�,���''�-=�= N � 11805 SW 2f1 Street, Tt40II120s DEPARTMENT OF REGULATORY. AND ECONOh•IIC RESOURCES(RER) BOARD AND CODE ADMINISTRATION DIVISION T(786).315-2590 I+(786) 315-2599 NOTICE OF ACCEPTANCE (NOA) �����.rniamiciadovJetonott�j= WinDoor, Inc. 7500 Amsterdam Drive Orlando,FL 32832 t vvbt N V\1 SCOPE: This NOA is being issued under the applicable miles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dadc 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 (iii 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 iIl the accepted planner, the manufacturer will Incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product of material within their,jurisdiction. . RER reserves the right to revoke this acceptance, if it is determined by Mianli-Dade Count), 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 119066 Thermally Broken" Aluminum Awning Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 08-01892, titled "Series 9066 Awning Window - Large Missile Impact", sheets 1 through 12 of 12, dated 01/14/13, with revision E dated 09122/14, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E., bearing the Miami--Dade County Product Control Section 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's name or logo, cit}, state, model/series, and follotiving Stiltelll$Ilt; "Mianli-Dade County Product Control A��pt•oved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for terinination and removal of NOA. ADVERTISET E-NT: 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 F distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA-H 11-0129.26 and consists of this page 1 and evidence pages E-i and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. � �—ti { NOA No. 14-0311.05 15 1 •-zIz M KAMI-DADS COUNTY Expiration Date: August 09,2015 z - .t• o��j a � 1 16 20 T�4 .. � .. � 1 ` Approval Date. October , Page 1 :04 00 000 9 n � • • • • • • • • • • r WhiDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1.. Manufacturer's die drawings and sections. 2. Drawing No. 08-01892, titled "Series 9066 A,%Aliing Window - Large Missile Impact", sheets I through 12 of 12, dated 01/14/13, with revision E dated 09/22/14, prepared by manufacturer, signed and sealed by Luis R. Lomas, 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 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with inarked lip drawings and installation diagram of a thermally broken aluminum mwiing windoor, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL-210-3847-2, dated 12/14/12, signed and sealed by Gerard. J. Ferrara, P.E. (Submitted uni'ler previous MOA# 13-0129.26) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2010, dated 04/19/13 and 01/28/14, prepared, signed and sealed by Luis R. Lomas, P.E. (Subrrrrfted par•ttp under pr•eviotts tVOA No. 13-0129.26) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNeniours & Co., Inc. for their "DuPont SentiyGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Test Report No. ATI-61261.01-106-1.8, prepared by Architectural Testing, Inc., dated 12/13/05, revised dated 01/04/06, issued to Technoform, for their I--Stt-Lit Thermal Barrier plastic per ASTM D635-03 "Standard Test Method for Rate of Burning and/ or Extent and Time of Burning of Plastics in a Horizontal Position" and ASTM D2843--99 "Standard Test Method for the Density of Smoke from. the Burning Decomposition of Plastics", signed and sealed by Allen N. Reeves, P.E. (Submitted underprevious NOA# 13-0129.26) J Manuej.,Perez, PX Product Conhtal 4x8111iner NOA Nd—. f4-0311.05 Expiration Date: August 08,2018 Approval Date: October 16,2014 . . .. E - 1 . .. . . . . ••. . see 09: .. . . . . . . . . WinDoor, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Test Report No. ETC-08--104320974,0, prepared by ETC Laboratories, Inc., dated 07/01108, issued to Teclnioforin, for their I—Strut Thermal Barrier Plastic PA 66 GF25 per ASTM D1929-96 (2001) "Standard Test Method for Ignition Properties of Plastics", signed by Gurijinder Miami, Dir. (Suburitted under previous NOA# 13-0129.26) 5. Test report No. ETC-07-1043-19094.0, prepared by ETC Laboratories, Inc., dated 02/1.8108, issued to Teelmoform Bautec N.A., Inc., for their 18.6nnn Flat I Strut Thenal Barrier/ ETC07021 per ASTM D638--03 "4500 exposed Xenon Arch"& tensile strength ASTM D638-03 "Tensile Strength" and per ASTMD G26-96 "Practice _fol' Operating Light ExImsure Appar'afus (,Xenon—Arc Typ7 ) J+71 l and Without Mcrter .for Ej)osure of Nonmetallic jUmterials", dated 03/06/08, signed and sealed by Joseph Labora Doldan, P.E. (Submitted tin(ler�previous A10A# 13-0129.26) 6. Teclmoforin Bautec N.A., Inc. Part No. 968600 18.6mm Flat I-,Strtrt Thermal Barrier Plastic PA 66 OF25 complying with ASTM D3418-03 "Standard TestA-,fetho(for Transition Temperatures and Enthalpies ofFzrsiorz rrrzcl Crystallization of Polymers by Differential Scanning C,'alorirnetric", ASTM D792-03 "Stanclar•d Test Methocis,for Density; and Specific Gr•ai}ity (Relathle DensillJ) of Plcrstics by Displacenrer7l", ASTM D2240-05 "Standard Test 41,fethod for Rubber Pr•ol-7er61--Dur•onreter Hardness" and ASTM D638-03 "1500 exposed.,tenon Arch & Tensile Strength". (Submitted uruler•previous IVDA# 13-0129.26) F. STATEMEN'T'S 1, Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated 41/17/13, issued, signed and sealed by Luis R. Lomas, P.E. (Stebinitted under pre14ous NOA# .13---0129,26) 2. Laboratory compliance letter for Test Report No. NCTL-210-3847-2, issued by National Certified Testing Laboratories, Inc., dated 12/14/12, signed and sealed by Gerard J. Ferrara, P.E. (Submitted under previous NOA# 13-0129.26) G. OTHERS 1, Notice of Acceptance No. 130129.26, issued to WinDoor, Inc, for their Series "9060" Thermally Broken Aluminum Awning Window — L.M.I., approved on 08/08/13 and expiring on 08/08/18. f, a - Ntanuel Pg�•ez, .E. Product Control Plsa iner NOA No. 14- 311.05 Eaplratloti Date: August 08, 2018 Approval Date: October 16,2014 1 . .. . . . . ... . • • • • •• • • • • • •0.0 • • Or • • • Y ••• • • •• •• • ••• •• •• 0:0 • o •• •• •• • • REVISIONS REV DESCRIP110N DATE APPROVED D REVISED ANCHOR LOCATIONS AT JAIABS 01/06/14 R.L. £ REVISED PER MD COMMENTS 09/22/14 R.L. NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" ITW BUILDEX TAPCONS DISTANCE AND 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND FLUSH 2. WOOD FRAMING, 2X WOOD BUCK, 1X WOOD BUCK AND MASONRY OPENING TO BE DESIGNED INSTALLATION DETAILS. AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND 16. FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILUNG GRADE 5 MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER Of RECORD. SCREWS WITH 1" MINIMUM EDGE DISTANCE AND SUFFICIENT LENGTH TO ACHIEVE 3 THREADS 2X WOOD BUCK TO BE PROPERLY SECURED, 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND FLUSH INSTALLATION DETAILS. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 17. ALL FASTENERS TO BE CORROSION RESISTANT. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19. SEALANT DETAILS TO BE DESIGNED IN ACCORDANCE WITH ASTM E 2112. SEALANT DETAILS COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF ARCHITECT THE ENRESPONGINEER SIBILITY RECORD,F THE GENERAL CONTRACTOR, OR THE THE ARCHITECT OR ENGINEER OF RECORD, 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS seee PROVIDED. • 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT •�• • . •••• EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR •• ••• •• CORNER CONSTRUCTION: "•••• •: ...;• GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 1. FRAME CORNERS ARE ASSEMBLED USING AN INTERIOR CORNER Li"EY:.. • 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE (ITEM 23) AND AN EXTERIOR CORNER KEY (ITEM 24). SEE DETAILS.. •• •...• OF SUSTAINING APPLICABLE LOADS. IN SHEET 5. sees •• 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2. SASH CORNERS ARE ASSEMBLED USING AN INTERIOR KEY (ITEM.22�.� 0000 11. FRAME MATERIAL: ALUMINUM 6063-T6. AND AN EXTERIOR KEY (ITEM 23). SEE DETAILS IN SHEET 5. se'see .. •• 90•00 00 • 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 4 FOR GLASS OPTIONS. . . 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND 00 ...... ..... BORNE DEBRIS REGIONS. 00 0 0 see ..•• 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH 7/8" . • MINIMUM EDGE DISTANCE AND SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND FLUSH INSTALLATION DETAILS. SIGNED: 09/25/2014 TABLE OF CONTENTS SHEET NO. DESCRIPTION7500 t1hiSTERD.r11`<iDRIjrE PRODUCT REVISED win�Q�� ORLANDO,FL 32832 � R• �0 // 1 NOTES as complying with tho Florida 111.411.8W \���JtS ' • • . 9 BiuldingCode INCORPORATED ss �407.4ai.0sos wwwmindoorinc.com ti V , �CENS /r 2 - 3 ELEVATIONS AND CHARTS AcceptauceNo ��,, `�� �*�` p !40'�F�-" SERIES 9066 AWNING WINDOW4 B.O.M & GLAZING DETAILSLARGE MISSILE IMPACT 13Yf TAT 5 CROSS SECTIONS ' NOTES �?� . �� 6 - 9 INSTALLATION DETAILS ' DRAWN. r NO. 08 REV QI�'t 10 COMPONENTS V.L. -01892 E ONAI. �`\ ` SCALE NTS DATE 01/14/13 SHEETI OF 12 �/it lflI 11 - 12 HARDWARE LAYOUTS At REVISIONS REV DESCRIPTION DATE APPROVED 54" MAX FRAME WIDTH ANCHORS TO BE 4 1/2" MAX 15" MAX O.C. A EQUALLY SPACED D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. _9 FOR NUMBER OF E & 13 1/2" REVISED PER MD COMMENTS 09/22/14 R.L. ANCHORS REQUIRED REFER TO ANCHOR CHARTS THIS SHEET 4 1/2" MAX 8 / \ / \ 36" / \\ MAX / FRAME / \ HEIGHT CHART#3 / \ Series 9066 Awning Single Window with SentryGlas Interlayer(Glazing A and B) 8" MIN. // \ Maximum design pressure capacity chart( sO / \ Frame Frame width(in) MAX. O.C. / \ Height 24.0 30.0 36.0 42,0 48.0 64.0 / (In} Pos Nag Pos Nev Pos keg Pos Neg Pas Meg Pos Neg 18,0 100.0 160.0 104.0 160.0 100.0 150.0 100.0 160.0 100.0 150.4 900.0 150.0 100.0 160.0 100.0 150.0 100.0 150,0 140.0 160.0 100.0 16flA 100.0 150.4 30.0 100.0 150.0 100.0 1 bfl.0 100.0 150.0 100.0 149.3 140.0 139.8 100.0 132.8 4 1/2" FIXED 36.0 100.0 150.0 14)0.0 150.0 100.0 150.0 100.0 140.0 100.4 128.0 100.0 120.0 IV CHART#4 •••• •••• Number of anchors locations required for single units glazed with SentryGlas Interlayer(Glazing A and B) •'•" SERIES 9066 AWNING WINDOW SINGLE •• • EXTERIOR VIEW Frame Frame width(fn) ••.. .. • 0000: : Height 24.0 30.0 38.0 42.0 48.0 54.0 •��••• ••�• (in) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 090 18.0 2 12 3 2 3 2 4 2 4 2 4 2 •0•••• • • . ••• CHART#1 24,0 2 3 • 3 3 3 3 4 3 4 3 4 3 •' • •••• Series 9066 Awning Single Window with PVB inter/a er(Glazing C and D) 30.0 2 3 3 3 3 3 4 3 4 3 4 3 • • • • Maximum design pressure capacity chart(psi 36.0 2 3 3 3 3 3 4 3 4 3 4 3 � •• : - ' •••• Frame Frame width(in) 00 ' 0 0 • •0 Height 24.0 30.0 36.0 42.0 48.0 54.0 • (in} Pos Neg Pos Neg Pos I Neg Pas Neg Pas Neg Pos Neg 8.0 90.0 90.0 90.0 90.0 0.4 90.4 90.0 90.D 90.0 90.0 90.0 90.0 C 4.0 80.0 90.0 90.0 90.4 90.0 90.0 90.0 90.0 90.0 90.4 90.0 30.0 90.0 90.0 90.0 90.0 .0 80.0 90.0 90.0 90.0 90.0 90.0 38,0 90.0 90.0 30.0 90.0 90.0 90.0 90.0 90.0 90.0 3fl.0 94.0 90.0 CHART#2 SIGNED: 09/25/2014 Number of anchors locations required for single units glazed with 7500 A�4STERDAM DRIVE PVS Interlayer(Glazing C and D) WI nD o o r ORLANDO,FL 32832 Frame Frame width(Inj PRODUCT REVISED as complying with the Florida INCORPORA TED r407.481.=S 7 as,oso ��nt���.«dndoorinacom �� •*\C' N 5+'•�(P Height 24.0 30.0 38.0 42.0 48.0 •0 Building Cock ♦ v F (in} Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head: Jamb Acceptance No *411Ar2 2 3 2 3 2 4 2 4 2 4 2 Exirntiot»ihtite l� SERIES 9066 AWNING WINDOW 24.0 2 3 3 3 3 3 4 3 4 3 4 3 1, LARGE MISSILE IMPACT ,3 3 3 3 3 4 3 4 3 4 3 BY `, i'roJ .oELEVATIONSTAT OF MiamiC11 36.0 2 3 3 3 3 3 4 3 4 3 4 3 + r REV DRAWN: WIG N0, v.L. 08-01892 E //i�s1DNA�. SCALE NTS DATE 01/14/13 SH£Ei2 OF 12 REwslalvs REV DESCRIPTION DATE APPROVED 108" MAX FRAME WIDTH D REVISED ANCHOR LOCATIONS AT-JAMBS 01/06/14 R.L. ' " ANCHORS TO BE E REVISED PER MD COMMENTS 09/22/14 R.L. 14 1/8 7 MAX MAX O.C. A 4" MAX MULL HEAD 4 1/2" MAX EQUALLY SPACED 4 1/2" MAX 'g CLUSTER FOR NUMBER OF ANCHORS REQUIRED REFER TO ANCHOR 4 1/2" CHARTS THIS SHEET MAX CHART#5 Series 8466 Twtn Window with FVB interlayer(Glazing C and D) Maximum design pressure capacity chart(psi Frame Frame Width(In) 36" / \ / \ 28 1/4" Height 60.0 72.0 84.0 88.0 101.0 / \ MAX (In) Pos Neg Pos Nag Pos Nag Pos Nag Pos Nag MAX / \ 1&0 90.0 9o.o 90.0 00.0 s0.0 10.0 90.0 00.0 90.0 10.0 FRAME �- / \ / \\ D.L.O. 24.0 90.0 00.0 90.0 90.0 00.0 W-0 90.0 90.0 so.o 1052 HEI SHT7/16" MIN // \\ // \ 30.0 90.0 s0.0 60.0 00.0 90.0 1010 90.0 90.0 1050 s2.o & 13 1/2" / \ B 3650 s6.0 1050 90.0 s0.o 6050 10.2 6050 To o- 1050 1050 \ / MAX. O.C. // \ -9 1 , // CHART#7 4 1/2" FIXED Series 9088 Twin Window with Sentrywas interlayer Glazing A and B Maximum design pressure capacity chart(psi) Frame Frame Width(In} A 4" MAX MULL SILL Height 50.0 720 84.0 88.0 108.0 7" MAX CLUSTER (in} Pos Nag Pos Hog Pos Nag Pos Nag Nos gg 46 5/8" MAX D.L.O. 19.0 100.0 160.0 100.0 i60.0 100.0 160.0 01DO.0 450.0 10 . 2.0 •.. 10" MAX 24.0 100.0 150.0 ioo.0 1S0.0 100.0 160.0 1 .6 50.0 Im 160.0 - 30.0 100.0'76-0-0 100.0 iso.0 300.0 160.0 •160.0 100.0 4 .0 • • 6655 SERIES 9066 AWNING WINDOW TWIN 35.0 100.0 123.4 i0o.o 120.0 100.0 122.0 .1w.4 .120.0 t0o.0 120.0 EXTERIOR VIEW •• • •••• 5555 . .. . ... CHART#6 61196• CHART#6 • ••9 6 666 Series 9086 Awning Twin Window with PVB lnterla er Glazing C and D) Series 9066 Awning Twin Window with Sen las Interlayer(Glazing A and 8) .. . 5555 Number of anchor locations required Number of anchor locations required . • • 9. From 9 vd dth(in) 0080•0 6 966 Frame width(In) • . • 10.00 • • 60.00 7200 84.00 98.00 108.00 60.00 72.00 84.00 8600 . •.• Frame Frame ' • • • Het ht Mutl Mut! Mull Mull Mull Mu!! Mull Mull •Mul; .Mull Haight Mull mull Mull Mutt Mull Mull Muit Mull Mull Mull g (in) Head Jamb head slit Head Jamb head sill Head Jamb head sill Head Jamb head sill Head Jamb head sill (in) Head Jamb head slit dead Jamb head sill Nead Jamb head stlt Head Jamb head all! Head Jamb head 0 stt! cluster cluster cluster cluster cluster cluster cluster cluster cluster cluster cluster cluster cluster cluster cluster cluster cluster cluster cluster cluster 18.00 4 2 4 4 a 2 4 4 6 2 4 4 6 2 4 4 6 2 4 4 18.00 4 2 4 -7--4 2 4 4 6 2 4 4 - 8 2 4 4 6 2 4 4 I 24.00 4 3 a 4 4 3 4 4 S 3 4 4 6 3 4 4 6 3 4 4 24.00 4 3 4 4 4 3 4 4 S 3 4 4 6 3 4 4 S 3 4 4 30.00 8 4 3 4 4 4 3 4 4 3 4 4 6 3 4 4 8 3 4 4 30.00 4 3 4 4 4 3 4 4 8 3 4 4 8 3 4 a 8 3 4 8 38.00 k 3 4 4 4 3 4 4 6 3 4 4 6 3 4 4 8 3 4 4 36.00 4 3 4 4 4 3 4 4 S 3 4 A 8 3 4 4 8 3 4 4 SIGNED: 0912512014 7500 AMSTERDAM2 DRIVE 01111 I 1 Ill/ WinD o or ORLANDO FL 32832 \ R. L 0 ,�j PRODUCT REVISED rtwne a07.48t s400 \\\\J� ' ' ' �,Q�I as complying with theFtoritlat INCURPUR ATED F=407.481.0505 n�snsnmindaorine.wm �\'v\• C ENS•• (P Bodiug Code . F f AocephwceNo �� SERIES 9066 AWNING WINDOW Expiration LARGE MISSILE IMPACT - 6 ~3y �' ELEVATIONS Via. STAT 4F kbadiijDade Pro uct Cohn` 1 DRAWN: DWG NO. REV V.L. 08-01892 E pis/0NA�. SCALE NTS DAT£ 01/14/13 SHEET3 OF 12 REMSIONS PARTS LIST NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIFRON DATE APPROVED 1 906OA02 FLUSH FRAME ASSEMBLY KEYMARK ALUMINUM 6063-T6 0 REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. 2 906OA04 FLANGE FRAME ASSEMBLY KEYMARK ALUMINUM 6063-T6 £ REVISED PER MD COMMENTS 09/22/14 R.L. 3906OA01 SASH ASSEMBLY KEYMARK ALUMINUM 6063-T6 PARTS LIST 4 906OA03 COMMON POST KEYMARK ALUMINUM 6003-T6 NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 5 S51989 HORIZONTAL SCREEN ADAPTER KEYMARK ALUMINUM 6003-T6 41 #10 X 1 1/4" FH 6 S51990 VERTICAL SCREEN ADAPTER KEYMARK ALUMINUM 6063-T6 42 #10 X 3" PH SELF-DRILLING 7 115677.00.0520 OPERATOR TRACK & SLIDER ASSY TRUTH 43 01-100-7755-002 NEOPRENE GLASS SHIMS FRANK LOWE DUROMETER 80 1" 8 851 112 8046 HINGE STORM 8 16X BRONZE CRAFT 44 SIKAFLEX 552 POLYURETHANE SIKA SEALANT 1/8" HS 9 51.10.00.521 OPERATOR ENCORE S AVINING SS TRUTH 45 968600 THERMAL STRUT TECHNOFORM POLYAMIDE .090" SENTRYGLAS BY DUPONT 10 126.14XX HDL/COVER (LH) S ENCORE TANGO TRUTH 7/16" 3/16" TEMP 1/8" HS 11 21306 SPLINE CAP TRUTH " 3/16 HS EXTERIOR 3 12 24.30.XXA04 LOCK ASSEMBLY TRUTH 21 090" SENTRYGLAS BY DUPONT 13 23050.00.0500 LOCK SUPPORT PLATE TRUTH 3/16" HS ALUMINUM 44 INTERIOR 14 900OLH-HD KEEPER LEFT HAND - HD SEDAN SS 300 SERIES 3 SPACER SYSTEM EXTERIOR 20 15 9000RH-HD KEEPER RIGHT HAND - HD SEWAN SS 300 SERIES 21 16 11914 TIE BAR TRUTH INTERIOR 43 13/16" BITE 17 12075POOl TIE BAR GUIDE TRUTH 43 BER ROTO I( 45 ':. A B •••• _18 900130 FRAME & SASH SNUB 1 g 13/16 BITE GLAZING DET I B. 19 S46329 GLASS STOP 7/16" -.9/16" KEYMARK ALUMINUM 6063-T6 ' . •••�•• * •�� .. *fe •. 20 S46084 GLASS STOP 1" KEYMARK ALUMINUM 6063-T6 7/16" O 0 1" *so:** �0 0 . •• • 45 21 TP1051 #6 GLAZING VINYL TEAM PLASTICS 85 DUROMETER 3/16" HS GLAZING DETAIL A 44 1/8" HS •....• .. •. ...: 22 FS07438 INTERIOR SASH CORNER KEY KEYMARK ALUMINUM 6003-T6 .090" PVB BUTACITES .090" PVB BUTAC4�1<6� 0 •••� ...9 23 FS07440 SASH & FRAME CORNER KEYMARK ALUMINUM 6063-T6 BY DUPONT BY dUPON;•:••; �•.. .. 0 %.9.. .. . ... 24 FS07439 EXTERIOR FRAME CORNER KEY KEYMARK ALUMINUM 6063-T6 3/16" HS 3/16" TEMP 1/8" HS ;••;•: .: EXTERIOR 3 • ••• 25 FH07574 SCREEN FRAME KEYMARK ALUMINUM 6063-T6 EXTERIOR a21 • ••• 26 FH05838 SCREEN FLANGE FRAME KEYMARK ALUMINUM 6063-T6 21 .. . ... • ... INTERIOR 44 INTERIOR e..* � ' • 27 S10010--BL-220OR SCREEN SPLINE KEYMARK 19 ALUMINUM 28 SBV-XX-060OZ SCREEN CLOTH KEYMARK 43 SPACER SYSTEM 13/16" BITE 29 QEZ 376 Q-LON FOAM FLAP SEAL SCHLEGEL 13/16" BITE 20 30 54076 CLOSED CELL EPDM SPONGE LAUREN MFG, EPDM SPONGE 45 43 0 31 54578 CLOSED CELL EPDM RUBBER LAUREN MFG. EPDM RUBBER nth 0 44 GLAZING DETAIL C 45 GLAZING DETAIL D SIGNED: 09/25/2014 32 121998 .187"X.200" FIN SEAL ULTRA FAB 33 #8 X 3/8" PHILLIPS PH 7500 ?WSTERDA%f DRIVE `1 111 I I I I/I//// 8 X 1 2" PHILLIPS FH RODUCI'REVISED WinD o or ORLANDO,FL 32832 \����� R• 0� 34 # / �s complying with the Florida INCORPORATED ��{st.saao J Building Oode F=407.48t.0505 ��vasndoodnccom `���• G��S� 35 #8 x 1/2' PHILLIPS FH acceptance No �*• 0 61 '� 36 #8 X 1/2 PHILLIPS FH L'aprwianDate 1� SERIES 9066 AWNING WINDOW r LARGE MISSILE IMPACT Zoo 37 #8 X 1 1/4" PHILLIPS PH M* nti adcProductCo�}trQl,.- CROSS SECTIONS AND B.O.M. TAT OF 38 #1O X 1/2 PHILLIPS FH " DRAYrIJ: owc No. REV iQ'�fi• ,(a R14�:•�'���� O X 1 2" PHILLIPS FH V.L. 08-01892 E /!/�S�ONA� 39 #1 / 44 #10 X 1/2" PHILLIPS PH SCALE NTS` DATE 01/14/13 SHEET, OF 12 !/t'�IIIIII,`` : tel►% � � ✓���� ,v' .S ro IN, �h�f•F=i Rl MAP ._:. � ��.�� i+�■ ���1.+��rst t�la�z�.�.1►I �� ark 7 ® © �� . • . WAV IN jr �irw�•.' 7500 AMSTERDAM DRIVE WinDoor ORLANDO,FL 32832 m WMP4*with the Fluddo INCORPORATED F=407.48 1.0505 wwNx%windoorinc.com HWIdi m m Amptitaw Noj - 9066 AWNING WINDOW . CROSS�ftfwfml we LARGE MISSILE IMPACT • • • ` By 11 _ • ��i� � •We root ct n DVIG NO. • •. 08-01892 i ' / ' • � SHEET5 OF REVISIONS REV DESCRIPTION DATE APPROVED D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. 2 1/2" MIN. EDGE DISTANCE E REVISED PER MD COMMENTS 09/22/14 R.L. CONCRETE/MASONRY BY OTHERS ° a °d G Q 4' a. d -4 •d 1 1/4' MIN. ° :° 1 1/4" MIN. OPTIONAL 1 X BUCK ` d a ° 4.. • °a. d ° EMBEDMENT EMBEDMENT d • O SEE NOTES 3-7, SHEET 1 CONCRETE/MASONRY BY OTHERS ' 9 OPTIONAL IX BUCK 1/4" MAX. 4 SHiM SPACE APPROVED SEE NOTES 3-7, SHEET 1 e' SEALANT 1/4" MAX. •:o SHIM SPACE 4 ° 1/4" TAPCON INTERIOR 1/4" TAPCON °. .a CD • v 9 EXTERIOR INTERIOR 2 1/2" MIN. •0000• EDGE `• .... ..... o. . . • DISTANCE •• ••• • a ' 0000•• •• 0000 • EXTERIOR.... .• ••��� APPROVED 0.00•• '•" f�1 SEALANT • JAMB INSTALLATION DETAIL •••••• •. 1/4" TAPCON O B CONCRETEJMASONRYINSTALLATION . . . . ...... O REFER TO NOTES 2,3,12 AND 13 SHEET 1 :....: APPROVED •• • SEALANT 0 OPTIONAL 1X BUCK 1/4" MAX. NOTES: SEE NOTES 3-7, SHEET 1 SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. ` 2.SEALANT JOINT BY OTHERS TO BE IN ACCORDANCE CONCRETE/MASONRY � WITH ASTM E2112. SIGNED: 09/25/2014 BY OTHERS •d d °d 1 1/4" MIN. T�, 7500 AIN-MMRDAllDRWE �`11I1III!(J// d d ° _ o EMBEDMENT PRODUCT REVISED W 111Doo� ORI.t�.NDO,FL32832 � R• . /// e : d as complying with the Fhxrlt{a `\ \� ' • fN,9'• ` ,9//� d INCORPORATED a i�saLasas wwwmindoorinc.com ,��� ,G E ° Building Code Accepmuce No Q „—'�. *' 0. �J 1 •• Ex 'rmtcx►Date �� SERIES 9066 AWNING WINDOW LARGE MISSILE IMPACT 2 1/2" MIN. B EDGE DISTANCE Miami 'saie[�rcu3uCt�'�� FLUSH INSTALLATION DETAILS gip• {AT OF VERTICAL CROSS SECTION : ; D+rrG NO, REV 'i'��•It 0RIi'D •t��� AA CONCRETE/MASONRYINSTALLATON V•L Oa-01 ase E ���iss1QNA�.�����` U REFER TO NOTES 2,3,12 AND 13 SHEET 1 SCA[E NTS DATE 01/14/13 sHEEr 7 OF 12 I REVISIONS 7/8" MIN REV DESCRIPTION DATE APPROVED EDGE DISTANCE 1 MIN. D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. EDGE DISTANCE E REVISED PER MD COMMENTS 08/22/14 R.L. METAL WOOD FRAME STRUCTURE 1/4" MAX. OR 2X BUCK BY OTHERS SHIM SPACE BY OTHERS 1 7/16" MIN _ EMBEDMENT __� INTERIOR 1" MIN. EDGE DISTANCE APPROVED 1/4" MAX o SEALANT SHINE SPACE APPROVED 1/4" MAX. BEHIND FLANGE #14 SMS OR SEALANT SHIM SPACE SELF DRILLING SCREWS BEHIND FLANGE METAL 0 STRUCTURE #14 WOOD #14 SMS OR BY OTHERS SCREW SELF DRILLING SCREW APPROVED SEALANT EXTERIOR BEHIND FLANGE JAMB INSTALLATION DETAIL $ B TMETAL STRUCTURE INSTALLATION EXTERIOR INTERIOR REFER TO NOTES 2,3,12 AND 13 SHEET i EXTERIOR INTERIOR 1 7/16" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE •••• ••• 0000 l • APT' R/0 • • • 7/ptsM1 000000 00 0000 EDGE DISTANCE 0 0 0 0• 0 0 0 . o 0000 0 .. 0000. o © 0000. . . .. 0000.. fl #14 SMS OR #14 WOOD APPROVED SELF DRILLING #14 SCREW WOOD 0 ••••:• SCREW •••••• SCREW SEALANT :••••0 1/4" MAX. ••• ••• • APPROVED 1/4" MAX. BEHIND FLANGE r / WOOD FRAMING / SHIM SPACE 00 0 SEALANT SHIM SPACE OR 2X BUCK BEHIND FLANGE METAL �� BY OTHERS APPROVED SEALANT EXTERIOR STRUCTURE BEHIND FLANGE BY OTHERS JAMB INSTALLATION DETAIL 1 7/16" MIN. 8 WOOD FRAMING OR 2X SUCK INSTALLATION METAL STRUCTURE INSTALLATION WOOD FRAMING EMBEDMENT (PREFER VERTICAL CROSS SECTION REFER TO NOTES 2,3,12 AND 13 SHEET i OR 2X BUCK BY OTHERS TO NOTES 2,3,12 AND i3 SHEET i SIGNED: 09/25/2014 71111111111�I DRIVE WinDoo:r ORLANDO,FL 32832 \\ ca R. t Q/�f� 'RODUCT12EViSED phony.407.481.8400 J\• '�.' ` •:9 �/� A is complying with the Florida INCORPORATED rxa407.481,0505 wunV.windoodnc com ,\�\V • \ S (� r VERTICAL CROSS SECTION BuildingCode •, $ WOOD FRAMING OR 2X BUCK INSTALLATION Acceptance No l� .� !� �� �*• �r $1 •*1 REFER TO NOTES 2,3,12 AND 13 SHEET i .•pirationDote SERIES 9066 AWNING WINDOW fir" LARGE MISSILE IMPACT — 9TAT OF NOTES: sy �,�,� FLANGE INSTALLATION DETAILS x1i we 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOTSKOWNFORCLARITY DRAIVIN. owc NO. REV r� « 10R0 " 2.SEALANT JOINT BY OTHERS TO BE IN ACCORDANCE GALE oATE 08-01892sEET E WITH ASTM E21 i2. NTS 01/14/13 8 OF 12 REVISIONS REV DESCRIPTION DATE 7R.L. VED 0 REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 2 1/2" MIN. EDGE DISTANCE E REVISED PER MD COMMENTS 09/22/14 CONCRETE/MASONRY ; BY .OTHERS oa a. . 4 e° , v °d. ° v a 1 1/4" MIN' 1 1/4" MIN OPTIONAL 1X BUCK ° ° ° ' d' EMBEDMENT SEE NOTES 3--7, SHEET 1 Q' EMBEDMENT. CONCRETE/MASONRY BY OTHERS ' ' .4 '• •• 0 OPTIONAL 1X BUCK ° 1/4" MAX' SHIM SPACE APPROVED —/ 1/4" MAX. SEE NOTES 3-7, SHEET 1 SEALANT SHIM SPACE BEHIND FLANGE o 1/4" TAPCON INTERIOR 1/4" TAPCON t EXTERIOR INTERIOR 2 1/2" .... MIN. :• m. EDGE ° .... ..�. o. '••• : ••• • • DISTANCE .Q EXTERI :•• •• • APPROVED SEALANT 0 • • BEHIND FLANGE •' " •••••• 0 • 1/4" TAPCON 00 B JAMB INSTALLATION DETAIL ""0 CONCRETEIMASONRY INSTALLATION ' ••••• tib 9 • • • APPROVED REFER TO NOTES 2,3,12 AND 13 SHEET 1 0 SEALANT BEHIND FLANGE OPTIONAL 1X BUCK 1/4" MAX. NOTES: SEE NOTES 3-7, SHEET 1 F SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,By OTHERS, NOT SHOWN FDR CLARITY. 2.SEALANT JOINT BY OTHERS TO BE IN ACCORDANCE CONCRETE/MASONRY f WITH ASTM E2112. SIGNED: 09/25/2014 BY OTHERS v: a d ,° . - a Q a• Q <• . ° . ,°° a 1DRIVB1 i EMBEDMENT PRODUCTREWSED �1nDoor ORLANDO,FL 32832 > �0 4 ° d d o . . . ° a '° as contpMng with the Florida P 407.481.8400 �� �$ $ a . liuilclingCode / INCORPORA.TED Fas4o7.481.0505 �tn�wmindoorinc.com `tib,'\C,EN Amptance No rationDnte !$ ••- �C�•• y0, �OF SERIES 9066 AWNING WINDOW2 1/2" MIN. �� LARGE MISSILE IMPACT ��gY EDGE DISTANCE g9iam'Daslethodact'CcMat1� FLANGE INSTALLATION DETAILS ��0 ;AT • t0zz ` A VERTICAL CROSS SECTION ✓ DRAPrN: D4vc No. REV �'��•; P+w��� GONCRETOMASONRYINSTALLATION / �' ORO REFER TO NOTES2,3,12ANt3 13 SHEET 1 V.L. 08-01892 /V/' 4NA�.• SCALE NTS DATE 01/14/13 SHEETg OF 12 llI1111, REVISIONS 3 1/4" REV DESCRIPTION DATE APPROVED 3 1/4" 2 5/16" 5 1/4" D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. LE REVISED PER MD COMMENTS 09/22/14 R.L. 1 1/4" 3/4" 3 9/16„ 31' 2 7/8 3 1/4" -I T 1 5/16" 1 5/16" 0 FRAME O FLANGE FRAME Q 2ASH ASSEMBL Y O COMMON POST L GLASS STOP 20 GLASS STOP ALUMINUM 6063-T6.065"THICK ALUMINUM 6063-T6.065"THICK ALUMINUM 6063 T6.070"THICK ALUMINUM 6063-T6.075"THICK ALUMINUM 6063-T6.050"THICK ALUMINUM 6063-T6.050"THICK A D 9/16" 1/4" 7V/8" #10x3" PH � } SELF DRILLING 45 THERMAL STRLlT 2 1/8' SCREW + NYLON POLYAMIDE.070"THICK TENSILE STRENGTH 10,380 PSI ' ' • /g" 3/8" STORM B HIN1t!t:•• •• ••+ I 5" 5„ ....+. #10x1 1/4" PH 2 38" 2 3/8" •.•..� �•• •• • t SELF DRILLING C B / r •••• •• �••. t SCREW •••••• �••• HARDWARE DETAIL ' • .. .. .. .. ..... +++++ } HARDWARE SCHEDULE •' r A (1) .51.10.00.521 OPER, ENCORE S AWN SS ' I B (1) 12614.XX HDL/CVR, (LH) S ENCORE TANGO I C (2) 851 112 8046 STORM B HINGE, 4BAR, BY BRONZE CRAFT t I D (1) 11577.00.0520 OPERATOR TRACK & SLIDER ASSY I SIGNED: 09/25/2014 • 7500 AMSTERDAM DRIVE 7c-cepWce ISED W�nD o or ORLANDO,FL 32832 \\ R Q the tiviida r> 4o7.4s1.s4cro \ .9 INCORPORATED Pam407.4s1.OWS -wwwmindoorinc.com �: \ \C NSA• cS���i I�. •"`. .� �• •. COMMON POSTATTACHMENT DETAIL 1$ SERIES 9066 AWNING WINDOW 0 61 * LARGE MISSILE IMPACT � q — Mianl Aaiie Product Control— COMPONENTS O•• STAT O F 44 v ORA41N: D57G N0. REV to VALE DATE 08-01892sE SC NTS 01/14/13 10 OF 12 +III REVISIONS REV DESCRIPTION DATE APPROVED D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. SNUBBERS LE REVISED PER MD COMMENTS 09/22/14 R.L. 0 47 1/4" 33 9/16" LOCKS 19 15/16" 6 1/4" a � \ 36" \ MAX FRAME \ •••• HEIGHT \ •••� •'• 25 15/16" a ...... .. •... 12 1/4 a / \ a •••••• • so 8049.. 4 9/16" • • . . 0000 .. 0000 • _I 54" MAX FRAME WIDTH SERIES 9066 AWNING WINDOW SINGLE UNIT LOCK&SNUBBER LOCATIONS SIGNED: 0912512014 ��j• j'� 7500 AMSTERDATA DRIVE `1>;�11 I I l r rl iii PRODucn'REVISED YV inL o or ORLANDO,FL 32832 as complying with theFloridK INCORPORATED P y�'�g �s00 www.mindoorinc.com Building Code Acceptance leo - I f ��� *, 0 Sr itatiotIDate SERIES 9066 AWNING WINDOW , , W LARGE MISSILE IMPACT �.n . �= icy HARDWARE LAYOUTS ,.�0 , STAT OF tZ� Nils n Dade Product Contr�i 1L DRAWN. DvtG N0. REV 'i© :�[0 RIP.G�'��'` V.L. 08-01892 E 11111 sloNAt� SCALE NTS DATE 01/14/13 sHE�r 1 1 OF 12 1jlf I!I11t REVISIONS RFV DESCRIPTION DATE APPROVED D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L. E REVISED PER MD COMMENTS 09/22/14 R.L. 0 101 3/4" SNUBBERS 87 15/16" 0 74 1/8" 60 3/8" LOCKS 47 5/8 33 7/8" 20 1/16- 6 1/4" 36" MAX FRAME 0.00 HEIGHT 29 15/16" / / ••••• / � / � � 0.00 ... • %nom( ...... ..... 12 1/4" / •••• �•• •• 4 9/16" 00 00 0.00• .0 •• 0000•• • 108" MAX FRAME WIDTH 0.00•• •0.00• r • 0000 ; • ••• SERIES 9066 AWNING WINDOW 0 0 0• TWIN UNIT LOCK&SNUBBER LOCATIONS SIGNED: 09/25/2014 • 7500 AA1MRDAAi DRIVE PRODUCTREV}SF.D [DRAWN: inDO0 ORLANDO,FL 32832 as complying with the Florida ORPtOR.ATED Phone.481.0.Ssao �� ' �� N • ' 'l Building Cade Pzs Wr.931.0505 nnct�.n indoorinc.com 1�y••�\ �+�•• /i AcceptauceNo pirationDate 1� SERIES 9066 AWNING WINDOW *�• fli1 r v LARGE MISSILE IMPACT By HARDWARE LAYOUTS r TAT OF •� Mian Do Product"" ntr •� e1 DWG N0. REV /fi 'CQRV©�14 08-•01892 £TS DATE 01/14/13 SHEET 12 OF 12 MIAMI-® E �(� ® C_,: v AUA U-DAD.E COUNTY DEPARTI4IENT OF REGULATORY AND ECONOIVUC SOURCES RER) PRODUCT CONTROL SECTION BOARD AND CODE ADIVUKISTRAATION DIVISION ( 11805 SW M Stre 4 Room 208 NOTICE OF ACCEPTANCE T(786)315-2590 F(786)315-2599 WinDoor,Inc, wmv.nt6amidac9e Dov/economy 7500 Amsterdam Drive Orlando,FL 32832 FB / LT. SCOPE: This NOA is being issued under the applicable niles 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 all Having Jurisdiction(Aowed by the AuthorityHJ). 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 AIT 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"4070"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT:Drawing No. 08-01969,titled"4070 Horizontal Rolling Window—XOX,XO &OX",sheets 1 through 12 of 12,dated 03/22/13,with revision A dated 12/02/13,prepared by manufacturer,signed and sealed by Luis R.Lomas,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. AISSILE IMPACT RATING:Large and Sinal]Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufachirer's name or Logo, city, statemod , noteh cries, and following statement: "Miami-Dade County Product Control Approved" unless o Hated herein, otherwise d RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. VERMINATION 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 i distributors and shall be available for inspection at the job site at the request ofthe Building Official, ts This NOA consists of menus page 1 and evidence page s approval document mentioned above. E-1,as Weil a The submitted documentation was reviewed by Manuel Perez,P.E. CMIAMbDADE COUNTY ...` , NOA No.13-0623.44. Expiration Date: January 23,2019 WinDoor,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 08-01969,titled"4070 Horizontal Rolling Window—XOX,XO & OX", sheets 1 through 12 of 12,dated 03/22/13,with revision A dated 12/02/13,prepared by manufacturer,signed and sealed by Luis R.Lomas,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, 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 marked-up drawings and installation diagram of a series 4070 aluminum horizontal rolling window,prepared by National Certified Testing Laboratories,Test Report No.NCTL-210-3848-24, dated 03/14/13,and revised on 10/23/13, signed and sealed by Gerard J.Ferrara,P.E. C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 04/01/13,prepared,signed and sealed by Luis R.Lomas,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co:,Ine. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite@ PVB Interlayer"dated 04/11/13,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010 and of no financial interest, dated April 01,2013, signed and sealed by Luis R. Lomas,P.E. 2. Proposal#12-0846 issued by Product Control Section on 05/11/12,signed by Manuel Perez,P.E. G. OTHERS 1. None. F - Manuel Perez, .E. Product Control Fkwdiner NOA No.13-0624.04 Expiration Date: January 23,2019 Approval Date. January 23,2014 E-1 . ..,,,. REVISIONS QESCRJI'TION DATE APPROVED REV A UPDATED PER MD COMMENTS 12/02/13 R.L. 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCAON SW{WI 2 SUFFICIENT MINIMUM NIMUMGTH NOTES: MINIMUM 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED HVVHZOMPLY W#TH D ACHIEVE OCATEI/AN,CHORS AS SHOWN IN ELEVATIONSEMBEDMENT INTO AND INSTALLATIONDS AILS. WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE 16. FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. TRANSFER ALL LOADS TO STRUCTURE. FAMINGENGINEER OLF RECORD OPENING IS THE LOCATE ANCHORS AS SHOWN W ELEVATIONS AND INSTALLATION DETAILS. RESPONSIBILITY OF THE ARCTECT 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1-1 2" WINDOW UNITS MUST 8E 18. 1NST LLATION17. ALL RCORROSION ANCHOR ANCHORS SHALL BE S TO BE INSTALLED IN ACCORDANCE WITH 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN / ND S SHALL T BE SED IN ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLAION� SSRTHAN #THEAMINIMUM dSTRENGTH SPOCIFIEDUBELOW: INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO A UBWoaDATES WITH SPECIFIC GRAVITY OF G=0.42 MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. B CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. N BUCK SHALL BE SECURELY TYPE 1 (OR GREATER). 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE , FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY D METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1 j8" THICK MINIMUM. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19• APPROVED CONFIGURATIONS: OX, X0, XOX. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR RORSMEM8ftANE UST BE SS T HE RESPONSIBARATED WITH ILITY OF PROVED COATING OR MEMBRANE. SELECTION OF COATING THE ARCHITECT OR ENGINEER OF RECORD, 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. •••'. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE, ••••• - •••• SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". ;••.•� ••• • 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, ••; ...... LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. ••• •• 10. WIND LOAD DURATION FACTO •••• R Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. •••• .. • 11. FRAME MATERIAL: ALUMINUM 6063— ..:.. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 8 FOR GLASS OPTIONS. *a� ••••• '_ .. .. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WEND r, �, • BORNE DEBRIS REGIONS, 2X BUCK USE #14 WOOD SCREWS WITH , •: ••••• 14. FOR ANCHORING INTO WOOD FRAMING OR '••••• • 6" MINIMUM EMBEDMENT INTO SUBSTRATE SUFFICIENT LENGTH TO ACHIEVE A 1 7j1WITH ; ° •• a 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND �r • INSTALLATION DETAILS. ' SIGNED. 12/0412013 7500 AIN��RDA' DRIVE j 00� ORLAN 32832 �a\ com7.48050 %mv.,mado TABLE OF CONTENTS approved as cam isIe with$ INCUIPOorinc. Mrid nidi, E*• 0 �Q r SHEET NO DESCRIPTION date_ _ 6 4070 HOR}ZONTAL ROLLING WINDOW > A XOX, XO & OX �� P a �� ; 1 NOTES R$I. ,t u�ie Product tro$ NOTES �`� • TATOF 64 2 — 7 ELEVATIONS AND ANCHORING i ; REV ��°��° 64 REV QRAVIN: DWG NO. ° e 8 — 10 B.O.M, GLAZING DETAILS AND CROSS SECTIONS f f V.L. 08-01969 A ®®`/ ��ONAL` �®\® 11 —14 INSTALLATION DETAILSscALE QATE sHEET 1 OF 15 1111 IL NTS 3/22/2013 15 COMPONENTS f Wns1ONs REV DESCRIPTION DATE JR.L. A UPDATED PER SAD COMMENTS 12/02/13 75" MAX FRAME WIDTH SEE NOTE 2 THIS SHEET CHART#i 5" MAX TYP 5" MAX TYP Maximum design pressure(PSO Frame Frame Width(in) 3" MAX TYP 12.E Height 36.00 48.00 60.00 72.00 75.63 Nag MAX (in) Pas Nag PCs Meg PCs Neu PCs Nag Pos 90. O.C. 6„MAX 30.0 80.0 90.0 80.0 90.0 80.0 80.0 80.0 90.d Sfl.O 90.0 6" MAX 36.0 80.0 90.0 80.0 90.0 Bob 90.0 80.0 90.0 80.0 90.0 B 42.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 -1 48.0 80.0 L 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 -TO.-o- 54.0 0.0 54.0 80.0 90.0 80.0 90.0 80.0 90.0 au. 90.0 80.0 90.0 6"MAX 80.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 87.8 � 64.0 80.6 90.0 8d.0 90.0 80.0 80.0 80.0 82.4 80.0 80.0 ACHART#2 64" -� MAX � � Number of anchor locations required FRAME Frame width(in) HEIGHT EH-elght 36.00 48.00 60.00 72.00 76.63 SEE ANCHORS TO BE Murr Mull Mutt Burt wrurl NOTE 2 57" EQUALLY SPACED H&S Jamb H&S H&S Jamb H&S HBS Jamb H&S HtbS Jamb H8S N&S JambH&S THIS MAX REFER TO CHART #2 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 36.00 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 �..• ••...• SHEEP DLO I I ON THIS SHEET FOR 4200 t 3 4 1 3 4 2 3 4 2 3 4 2 3 +f . NUMBER OF ANCHORS REQUIRED 48.00 i 4 4 1 4 4 2 4 4 2 4 4 4 . 54.00 i 4 4 1 4 4 2 4 4 2 4 4 2 4 •o; .••• 60.00 1 4 4 1 4 4 2 4 4 2 4 4 2• • 4 • • 6"MAX 0.00• 64.00 1 6 4 1 5 4 2 6 4 2 5 4 Z'• ' 4 0 • ••• . • • 00000 •••• 0 0000• 00009: • • •• 0046 • •� •• • •• •' • • 4 0 33 1/2" DLO -1 WEEP HOLES. 000••0 • • 0 . •••' !. ONE WEEP SLOT LOCATED 9"FROM EACH ' 0••••• ;0 0. MULL ANCHORS END ON SILL FRAME a •0• ••• • 11,11 2TYP . DIMENSIONS SHOWN DO NOT INCLUDE 0• 0 � .. • FLANGE FOR UNITS WITH FLANGE FRAME ADD 1-1/4"TO OVERALL DIMENSIONS. 4070 HORIZONTAL ROLLING WINDOW XO EQUAL LITE EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING -a�OPBt� LARGE AND SMALL SIGNED: 12/0412073 MISSILE IMPACT ti �j° 75t}0 t1ill5'I'ERDr1i1iDRNE MISSILE LEVEL D, WIND ZONE 4,AND HVHZ � ( ®� ORLANDO,FL 32832 eN\ fru 0 WITH GLASS A&B INCORPORATIBDPamoiaei osos wmv► vindaatinc.com ��4°°�j SEE CHARTS i AND 2 4proved&A,eompkk2 wM w Ffortda I411M 4070 HORIZONTAL ROLLING WINDOW A# xox, x0 & 0x r� r Q mi miQBoeProd ueeC�ngreu OX, OX ELEVATION ®� ° STAT OF DRA �'9` i wN: DWG NO. REVi® �CORIaP. `�� ,• V.L. 08-01969 A o®,/�I /0N, �\\\ ;SCALE NTS DATE ,/22/2013 SHEET2 OF 15 /1fIIIli� REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 12/02/13 R.L. 75" MAX FRAME WIDTH SEE NOTE 2 THIS SHEET 5" MAX TYP 3"MAX CHART 0 maximum design ressure(pso 12" 3"MAX Frame Frame Width(In) MAX 6" MAX Haight 38. 48.00 60.00 72.00 75.63 &" MAX O.C. (til} Po Pos Neg Pos Neg Pos Neg Pos Nag B 0 0 0.0 15Q.0 90.0 160.0 90.0 150.0 90.0 150.0 1 480 90.0 150.0 90.0 160.0 90.0 150.0 90.0 160.0 90.0 160.0 0 90.0 150.0 90.0 160.0 90.0 160.0 90.0 150.0 fi" MAX 60.0 90.0 150.0 90.0 160.0 90.0 150.0 90.0 150.0 80.0 160.0 f f 66.0 90.0 150.0 90.0 160.0 90,0 150.0 90.0 150.0 90.0 150.9 72.0 900 160.0 80.0 160.0 90.0 1500 90.0 139.3 90.0 134.9 A 74.0 90,0 160.0 90.0 150.0 90.0 160.0 90.0 134.3 90.0 -130.0 CHART#4 74"MAX Number of anchor loco tionsrequired FRAME HEIGHT f ANCHORS TO 8E Frame Fram60.00hlln) SEE EQUALLY SPACED Height 36.00 48.00 60.00 72.00 75 63 NOTE 2 REFER TO CHART $ ( f N&S Jamb Mull H&S Jamb moult H&S Jamb mull H&S Jamb mutt H&S Jamb �utl !n H&S H&S H&S H&S 111. THIS ON THIS SHEET FOR SHELF MAX f NUMBER OF ANCHORS 42.00 1 3 4 1 3 4 2 3 4 3 3 4 3 3 •4 • .•,••• REQUIRED 48.00 1 4 4 1 4 4 2 4 4 3 4 4 •3 •4 4 ee DLO 54.00 1 4 4 1 4 4 2 4 4 3 b 6 �• 5 •0 •••• 60.00 1 5 4 1 5 4 2 5 5 3 6 5 •3• •65 5 • • 66.00 1 5 4 1 5 5 2 5 5 3 $ 8 i3• •'8 6 ,'•••s 72.00 1 5 4 1 5 5 2 6 6 2 6 $ �• • 8 •• sees• 74.00 1 5 4 1 6 5 2 6 S 2 8 8 • • 6 '6 ' • • • • sees• sees•: • • • ' sees•• 3 1/2F'-' nD LO -� �••••• • ..••. MULL ANCHORS WEEP HOLE'S: sees • •• �•' • NP END . ONE WEEP SLOT LOCATED S"FROM EACH •• • END ON SILL FRAME. 2. DIMENSIONS SHOWN DO NOT INCLUDE 4070 HORIZONTAL ROLLING OW FLANGE FOR UNITS WITH FLANGE FRAME XO EQUAL LITE ADA 1-1/4°TO OVERALL DIMENSIONS, EXTERIOR VIEW DESIGNPR RERATING IMP TING SIGNED: 12/0412013 LARGE AND SMALL +90.01-130.OP SF MISSILE IMPACT Winn o or 7500 011 STERDAM DRIVE l�11 I I!!/1/�7 ORL�INDO,FL 32832NN \� •° LO MISSILE LEVEL D, WIND ZONE 4,AND HVHZ hpproted as complying wilh ft INCORPORATED Pam 407.4481.00505 www.windootinc.com WITH GLASS C&D Fioridr uidlag de SEE CHARTS 3 AND 4 iOAte ° ° NOn 4070 HORIZONTAL ROLLING WINDOW �rQ ( b� a h1[ sai Wade Peacilcet nfraD XOX, XO & OX OX, OX ELEVATION �� o TAT OF o�� DRAYIN: DY/G k0. REV ®�e®��O R M /�� ® ® ® a ® V.L. 08-01969 A SCALE NTS DATE 3/22/2013 sH£ 3 OF 15 Iflllt .. . . _. REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 12/02/13 R.L. 112" MAX FRAME WIDTH SEE NOTE 2 THIS SHEET 5" MAX TYP " 5" MAX TYP CHAR 13 - MAX 3" MAX TYP Mwdmum design pressure capacity chart 1psfJ, #2" 12 Unn ( ) -B Frame 54.00 7200 so.4o 108.0 112.00 Total MAX MAX 8" MAX O.C. O.C. Height 18.00 24.00 . 0 37.33 Side 6" MAX (in) 18.00 24.00 30.00 36.00 37.33 Center B PCs Meg Pos Nag P Poe Nag Pos Meg 30.0 B0.0 90.0 80.0 90.0 8Q.0 90.0 80.0 90.0 80.0 90.0 3 .0 SQ.O 90.0 80.0 90.0 80.0 9 .0 80.0 90.0 80.0 90.0 6" MAX 42 80.0 90.0 80.0 9co a S 80.0 90.0 48.0 80.0 90.0 80.4 90.0 80A_ 90.0 80. 80.0 80.0 90.0 0 80A 90.0 80.0 90.0 80 0 90.0 80.0 90.0 A 60.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 89.6 80.0 87.7 64" -1 -1 e4.o $o.0 90.o so.o 9a.fl 80.0 90.0 eo.o a1.8 80.0 ao.Q MAX 1 FRAME HEIGHT CHART#& ....• • ..•... SEE (� • NOTE 2 J ANCHORS TO BE Number of anchor •• THIS EQUALLY SPACED Frame wldth{In} • SHEET v REFER TO CHART 6 Frame les oo ••••• 71200 64.0o r2eo 90.00 • Height RRui! tHuJt h9u11 • Il ••••• 57" } ON THIS SHEET FOR (in) H&S Jamb N&� H&S Jamb H&s H&S Jamb H&S H&S Jamb H8S jamb** H86 • MAX NUMBER OF ANCHORS ••" REQUIRED 34.44 1 3 4 1 3 4 2 3 4 2 3 4 2 3 �e • DLO 1 3 4 2 3 4 2 3 4 2 3 4 38.00 1AM 3 4 3 b • ••••• 4244 t1 4 4 2 4 4 2 4 4 002 4 4 •• 48.04 i1 • 64.00 1 4 4 2 $ 4 2 4 4 ••�•• 4 •••.• 6" MAX 60.00 1i 4 4 2 4 4 2 4 4 . z . 4 64.00 11 s 4 2 s 4 z 5 4 z 0 -� •.. • 00 .. 32 7/8" DLO 33 1/2" DLO WEEP HOLES: 1. ONE WEEP SLOT LOCATED 9"FROM EACH 4070 HORIZONTAL ROLLING WINDOW MULL ANCHORS END ON SILL FRAME. ?COX EQUAL LITE TYP 2. DIMENSIONS SHOWN DO NOT INCLUDE EXTERIOR VIEW FLANGE,FOR UNITS WITH FLANGE FRAME ADD 1-1/4"TO OVERALL DIMENSIONS. DESIGN PRESSURE RATING IMPACT RATING F80PSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4,AND HVHZ SIGNED: 1'2/04/20 f WITH GLASS A&B SEE CHARTS 5 AND& °Ym �i 7500 AMSTERDAM DRIVE 1 Jl.J®OORLANDO,FL 32832 ®IN, Approved 115 coni i'iat 0h t64 INCORPORA MD 1,,o 4 ,491.01.8404 P Y 8 t�a47.4a1.osos w«vavindoorinc.com -o a,f ° \G E'v'9 ° tf1 s Mrwa 141, o Date 4070 HORIZONTAL ROLLING WINDOW = 0 61 ° Miami Dade de Prodaei roI XOX, XO & OX t2 XOX (1/3-1/3-1/3) ELEVATION,® STAT OF ° 4 oRA�vN: DYIG NO. REV ® 9 �® V.L. 08-01969 A Bio/�/0NA- SCALE NTS DATE 3/22/2013 SHEET 4 OF 15 /1 1111 I1111t�� ITEM NO.: PART NUMBER DESCRIPTION IVIANLIFACT6iiil MATERIAL REns►oNs 1 FS-06614 FRAME HEAD EQUAL LEG KEYMARK ALUMINUM 6063-T6 REV DESCRIPTION DATE APPROVED 2 FS-07760 FRAME SILL PAN KEYMARK ALUMINUM6063-T6 A UPDATED PER MD COMMENTS 12/02/13 R.L. 3 FS-07427 FRAME JAMB EQUAL LEG KEYMARK ALUMINUM 6063-T6 4 FS-07422 SILLTANK KEYMARK ALUMINUM 6063-T6 7/8.. 5 S-52726 SILLTRACK KEYMARK ALUMINUM6063-T6 7/16„ 1/8" HS 6 FS-06618 SASH TOP RAIL KEYMARK ALUMINUM 6063-T6 " ,090" BUTACITE PVB BY DUPONT 7 FH-07425 SASH BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 3/16HS 8 FH-07418 SASH LOCK STILE KEYMARK ALUMINUM6063-T6 ,090" BUTACITE PVB BY DUPONT 1/8" HS 1/8' TEMP 9 FH-06615 FIXED MEETING STILE KEYMARK ALUMINUM 6063-T6 3/16" HS DESSICANT FILLED 10 FH-06671 FRAME FILLER KEYMARK ALUMINUM 6063-T6 EXTERIOR ALUMINUM SPACER(CU—D) 11 FH-06616 SASH INTERLOCK KEYMARK ALUMINUM 6063-T6 29 1 — /'INTERIOR 12 FS-06667 7/16"GLASS STOP KEYMARK ALUMINUM 6063-T6 29 7/8" BITE 29 13 FS-06619 15/16"GLASS STOP KEYMARK ALUMINUM 6063-T6 7/8" BITE 14 H4000-BL-SL202 SASH LOCK SETTING BLOCK 15 V-470-SS-ROHOU ROLLER/HOUSING ASSEMBLY EXTERIOR INTERIOR 29 16 TP1104 GLASS STOP VINYL TEAM PLASTICS SETTING BLOCK GLAZING DETAIL B 17 W0600-13L-0500R .187x.150 ULTRAFAB WEATHERSTRIP ULTRAFAB GLAZING DETAIL A 18 121998 .187x.200 ULTRAFAB WEATHERSTRIP ULTRAFAB 19 122002 .187X.240 ULTRAFAB WEATHERSTRIP ULTRAFAB .... 20 122003 .187X.350 ULTRAFAB WEATHERSTRIP ULTRAFABg•."• • 21 W4000-BL-SCE42 1.3X1.75X.375 CLOSED CELL FOAM PAD FRANK LOWE NEOPRENE 45-55 DURO •• •` "'. �.....•. 7/8" 22 131096 #6X3/4"FH SMS •• 23 131014 #8X1"PHSMS 1/8" HS '•" °°°�•� 7/16 ....• e.• .• • 24 S4000-XX-150 SCREEN HEAD,JAMB&SILL J' .090" SENTRYGLAS BY DUPONT • •' •••• .... - • • 25 SIOO10-BL220OR SCREEN SPLINE 3/16°' HS •. .. •• •••• 1/8' HS 1/8 TEMP..-., .. .. •••••' 26 SBV-XX-06002 SCREEN CLOTH .090" SENTRYGLAS BY DUPONT 27 54080-ML-FB11 SCREEN CORNER KEY DESS4!AW;FILLEQ •••• 28 121104 GLASS SHIM FRANK LOWE DUROMETER 80 3/16" HS 29 EXTERIOR ALUMMUM�SPACEt{L�7—'D) e... 29 SIKA 552 SILICONE SEALANT SIKH �^ INTERIOR • : • ••• • • • •• 30 FS-07847 CLIP KEYMARK ALUMINUM 6063-T6 29 7/8" BITE 31 FS-07492 FIXED MEETING RAIL REINFORCEMENT KEYMARK ALUMINUM 6005-T6 7/8" BITE 29 SETTING BLOCK 32 FS-07493 SASH MEETING RAIL REINFORCEMENT KEYMARK ALUMINUM 6005-T6 EXTERIOR 33 FS-07418 FRAME HEAD FLANGE KEYMARK ALUMINUM 6063-T6 INTERIOR 29 34 FS-07759 FRAME HEAD SILL PAN FLANGE KEYMARK ALUMINUM 6063-T6 GLAZING DETAIL Q SETTING BLOCK GLAZING DETAIL D 35 FS-07428 FRAME HEAD JAMB FLANGE KEYMARK ALUMINUM 6063-T6 SIGNED: 12/04/2013 j° 7500 AMMRDAM DFJNrE \Nil I I I[///// ®®:r ORLANO,FL 32832 1�3 Slllb f407.481.M ,tppro ed as campty a g INCORPORATED p °.� � o C E At i�Iaricl ldtng F=407.481.0305 �ttic�v,�vindoorinc.com '. ®e V o � �§+$pa � o Date 4070 HORIZONTAL ROLLING WINDOWgo 0 ;OF�, NO" a XOX, XO & OXMfde pgadue ntre$ B.O.M. & GLAZING DETAILS TAT ,i my �,� r DRAWN: DWG NO. REV ®�Po��� R`� �`��® V.L. 08--01969 A ®®/ ,®MAL ®� SCALE NTS DATE 3/22/2013 SHEET 3 OF 15 //(11 d II4Stit�,, REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 12/02/13 R.L. FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 13 AND 14 17 18 SEE NOTE 1 32 HIS SHEET. SEE NOTE 1 1132HIS SHEET. 35 24 35 12 11 1s 13 1g 10 25 6 10 1g 12 SEE NATE 3 is 1616 12 14 THIS SHEET 14 26 16 16 .... 13 •••• • INTERIOR 1s 1s •'• •• EXTERIOR •• •••••• 16 16 • 26 19 16 12 19 8 20 8 see go : •:••` 25 • 24 �.. •� ..••: U 15 SEE MOTE 2 25 26 26 25 24 18 9 9 24 26 28 26 26 2 0...:. .•••• • THIS SHEET 24 31 •0• : • ••• • 18 SEE. NOTE 1 ' TH SHEET. 5 31 SEE NOTE 1 7 34 THIS SHEET. 4 30 l a HORIZONTAL SECTION WEEP HOLE SEE NOTE 4 THIS SHEET 0VERTICAL SECTION SIGHED: 1210412013 7500 AAffrERDANi DRIVE WinD o or ORLANDO,FL 32832 ®® f}�f7�/�/ Phones 4t17.485.8�00 INCURPURAT`ED F=47.481.O5o5 tfivind00rinc.c0 'N'4pprove8 as tomPyln$wfth the o° �° °fl°{ o°"o•��'ft/�✓ � 00 MPhrinate dtdl cd 4070 HORIZONTAL ROLLING WINDOWAN 4 NOTES: , awl Dade�rodue4�o ! XOX, XO & OX f. ITEMS#31 AND#32ARE'INSTALLED IN UNITS WITH GLASS0ANDDONLY. FLANGE CROSS SECTIONS ®o© SAT ®� 04�= 2. LOCATE ITEM#15 ONE AT EACH END OFACTIVE SASH BOTTOM RAIL. ��. REV 3. LOCATE ITEM#14(2)AT 120 FROM,HEAD AND SILL. DRAWN: °��o No' LOCATED AT9"FaoMEAcxcoRNERATBOTTOMRAIL, � r° � V.L. 08-01969 A ®�� ���Ct�AL'� °� 4. WEEPS ARE SCALE NTS DATE j22 j201 SHEET 10 OF 15 ®Jlll II I ttt,� REVISIONS 2 1/2" MIN. EDGE DISTANCE � REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 12/02/13 R.L. CONCRETE/MASONRY e BY OTHERS d °d 4 •. °d ° G • .° 4 - 4• ..d .d .4 1 1/4" MIN. - d 4• OPTIONAL 1X BUCK d °a :d'• ` ; EMBEDMENT 1 1/4" MIN. SEE NOTES 3-7 SHEET 1 ° EMBEDMENT CONCRETE/MASONRY BY OTHERS r ' o APPROVED SEALANT 1/4" MAX, OPTIONAL 1 X BUCK ° SHIM' SPACE BEHIND FLANGE SHIM SPACE SEE NOTES 3--•7 SHEET 1 p INTERIOR 3/16" TAPCON 3/16" TAPCON o , 9 2 1/2" • • •.. • as MIN. v° •••••• • •••:•• : EDGE ••••• INTERIOR DISTANCE •. EXTERIOR :� • :q .•••. .... ° EXTERIOR 9 •• • APPROVED SEALANT ••• `" 0 000004•' BEHIND FLANGE • 0000 14 Zvi a A JAMB INSTALLATION DETAIL • WC APPROVED SEALANT 3/16" TAPCON NOTES: BEHIND FLANGE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 1/4" MAX. NOTSHOWN FOR CLARITY. OPTIONAL 1X BUCK SHIM SPACE 2. SEALANT JOINT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112. SEE NOTES 3-7 SHEET 1 3. PERIMETER TO BE SEALED WITH SILICONE. SIGNED: 12/04/2093 CONCRETE/MASONRY d. BY OTHERS °- ° : ' • ' d '' dG °" 1 1/4" MIN. A�tiISTERDAI~ D EMBEDMENT � 1n oo 7506 ORLANi DO,FL 32832 d a as •• • ' e ® d d ° ° tr3Aed "4�m4ydegeiFtta INCORP�PA �TFi� oa 04 rinc.com EN IY ateF . aaosls mvnmindoa :4-A ®gQg9/�.od 4070 HORIZONTAL ROLLING WINDOW 2 1/2" MIN. XOX do XO OX ®' EDGE DISTANCE Py�' FLANGE INSTALLATION DETAILS °4 TAT OF ®e��` j VERTICAL CROSS SECTION �a `199�1�P i DRAWN: D YG NO. REV 14 CONCRETEIMASONRY INSTALLATION V L 08-01969 A ���® /CNALp e®®` SCALE NTS DATA 3/22/2fl13 s"EEr 14 OF 15 ' 3 1/2" —�I 1 3/4" 2 1/16" REMSIONs REV DESCRIPTtQN DATE APPROVED 3 1/2" A UPDATED PER MD COMMENTS 12/02/13 R.L. 1 11/16" 3 5/16" 3 9/16" 3 7/8» 1 3/4„ 2 3/8" 1 9/16" 11/16» O1 FRAME HEAD EQUAL LEG2 FRAME SILL PAN (DFRAME JAMB EQUAL LEG O SILL TANK O SILL TRACK—� SASH TOP RAIL ALUMINUM 6063-T6,0624 THICK OALUMINUM 6063-T6.070"THICK ALUMINUM 6063-T6.062"THICK ALUMINUM 6063-T6.070"THICK ALUMINUM 6063-T6.070"THICK ALUMINUM 6063-T6.070"THICK » 1 11/16" " 2 3/8 3 5/16 1 9/16" " 13/16" » 1 5/8 1 11/16" 1 15/16" 1 1'/2» 2 5/16" SASH BOTTOM RAIL •• •••••• Q ALUMINUM 6063-T6.062"THICK $ SASH LOCK STILE FIXED MEETING STILE 10 FRAME FILLER 11 SASH INTERLOCK '•• •••• • •. •. ALUMINUM 6063-T6.062"THICK FIXED 6063-T6.062"THICK ALUMINUM 6063-T6.062"THICK ALUMINUM 6063-T6.062"THICK • •• "'• 1 1/16" •• •• » » ( FRAME SILL PAN E' aE' ....: " 3/16 1 �T ALUMINUM 6063-T6.0,0"THICK —� 3/16 3J16 3J1/4" 5/167:1 • 5/8» 1/8„ 1/8» 3 9/16" •• �.... }�--- ... �, 15/16" I •• • 12 7116"GLASS STOP - � -T WEATHERSTRIP ALUMINUM 6063-T6.050-THICK WEATHERSTRIP 18 WEATHERSTRIP 1 WEATHERSTRIP CLIP PLASTIC PLASTIC PLASTIC 2° PLASTIC 30 ALUMINUM 6063-r6.080"THICK 2 1/4" 1 1/16" FRAME JAMB B �N 1/4- J 35 ALUMINUM 60 FLANGE 15/16"GLASS STOP 13 ALUMINUM 6063-T5.050"THICK 1 5/16" SIGNED: 12/04/2013 1 15/16 7500 r�MSTERDr1M DRNE ����t11!!11/I// �� inD oro r ORL&NDO,FL 32832 1 1/4" 2 7/8" approved 0co�pl�tg e�tk�9� Pus 407.481.0505 -wwtrtcindoorinccom „ '�®��o������+�o'��•r®® ice - 4070 HORIZONTAL ROLLING WINDOW ge 0 61 �a �� xox, x0 & Ox �' 32 REINFORCEMEN COMPONENTS �o® TAT OF +i,44 ALUMINUM 6005-T6.090"THICK FRAME'HEAD FLANGE DRAVIN: DVIG NO. R� E0ALUMINUM EJNFORCEMENT33ALUMINUM 6063-T6.062"THICK V.L. 08--01969 6005-T6.090"THICK scAt E NTS DATE 3/22/2013 SHEET 15 OF 15 f 11!11 1111® REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 12/02/13 R.L. 112" MAX FRAME WIDTH SEE NOTE 2 THIS SHEET CHART#7 3" MAX TYP Maximum design presstre capastty chert(psi 5" MAX TYP Unitwkith(in) 5" MAX TYP Prams 64.00 72.00 90.00 908.00 992A0 Tota/ 6" MAX 15" 13 5/8" Height 13.50 98.00 22.60 27.00 28.00 Side MAX MAX O.C. 6" MAX (in) 27.00 36.00 43.00 64.00 56.00 Center Pas Neg Pos Neg Pas Neg POs Neg Pos I Nag 30.0 80.0 80.0 80.0 90.Q SO.Q 90.0 80.0 90.0 8fl.fl 80.0 8 B 56.0 80.0 90.0 80.0 90.0 1 80.0 90.0 1 80.0 90.0 80.0 90.0 42.0 80.0 90.0 80.0 90.0 80.0 90.0 8Q.0 90.0 80.0 90.0 6" MAX 48.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 80.0 80.0 90.0 64.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 80.0 60.0 80.0 80.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 88.7 - { 64.0 80.0 90.0 80.0 80.0 80.0 88.5 80.0 81.3 80.0 80.0 64" - - _1 MAX FRAME .••• HEIGHT CHART#8 • SEE � .... ...�. NOTE 2 ••• •• Ahtmher of anofiora required THIS •• ••••� ` `` Frame width(in) • SHEET k t Frame S4.oa 7200 90.00 108.00 • 112.00 . • • ...... Haight Has HaS Has • „ Rrult Has 81W1 H8S mull Has u it R9ui1 H&S 8 Mu/d H86 • 57 on) unit Jamb Has unit 2 un/t Jamb HSS unit 2 unit Jamb Has unit 2 q83 Jamb Hr&S unit 2 • � .�nb H&� frr�( ••• DLO 1a8 183 9a3 • 30.00 1 3 4 1 1 3 4 2 1 3 4 2 1 3 4 3 4 3 38.00 9 3 4 1 1 3 4 2 9 3 4 2 9 3 4 3 i• 9 4 • • ••••�• 422.00 1 3 4 1 1 3 4 2 1 3 4 2 1 3 4 3 9 3 4 •• 4800 1 4 4 1 1 4 4 2 7 4 4 2 1 4 4 3 • 4 3 •...•• S4.0D 1 4 4 1 f 4 4 2 1 4 4 2 1 4 4 3 •1 4• •4• • fi" MAX 80.00 1 4 4 9 1 4 4 2 9 4 4 2 f 4 4 3 •i • 4 3 •....• 84.00 i 4 4 1 1 4 4 2 f 4 4 2 i 4 4 3 L• 4+ d • • • B00 -1 23 1/2- 52 1/4" DLO ANCHORS TO BE WEEP HOLES: DLO EQUALLY SPACED 1. ONE NEEP SLOT LOCATED 9'FROM EACH REFER TO CHART #8 END ON SILL FRAME ON THIS SHEET FOR NUMBER OF ANCHORS 2. DIMENSIONS SHOWN DO NOT INCLUDE FLANGE.FOR UNITS WITH FLANGE FRAME REQUIRED ADD 1-914°TO OVERALL DIMENSIONS. 4070 HORIZONTAL ROLLING WINDOW XOX EXTERIOR VIEW MULLION ANCHORS TYP DESIGN PRESSURE RATING IMPACT RATING SIGNED: 1210412013 +8oPS�' LARGE AND SMALL 754()A1lISTERDt1M DRIVE \`�,�11111 I II Jll,/ MISSILE IMPACT WinDo®r ORLANDO,FL.32832 :lppro�era as carrsptyi g < INCORPORA'TCEi7 rt ,�4azast.saoo ®�� MISSILE LEVEL D, WIND ZONE 4,AND HVHZ D tvilds t•I�l; c I=407.481.0505 osas tvcv�r.windaorinc.com Off- WITH GLASS A&8 mute_ ft �,� 0 4070 HORIZONTAL ROLLING WINDOW ���� SEE CHARTS T AND 8 89 awl ud�B�xortuet n XOX, XO & OX P XOX (1/4-1/2-1/4) ELEVATION ��; TAT OF a ac�� � DRAWN: DWG NO. REV �®fib V.L. 08®01969 A `%ZI NAS SCALE DATE SHEET 1/I/If11111�``\ NTS 3/22/2013 5 Of 15 REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 12/02/13 R.L. 112" MAX FRAME WIDTH SEE NOTE 2 THIS SHEET 5" MAX CHART#9 12" 3" MAX Ma;dmum design pressure capacity chart(psf) MAX 811 3" MAX Unn width(►n) 6" MAX Frarre 64.00 72.00 90.00 106.00 27.33 rota/ 6" MAX MAX MA Faight 18.00 24.00 30.00 36.00 37.33 Side O.C. B (in) 18.00 24.00 30.00 36.00 37.33 Center Pos I Nag Pos I Neg Pos I Neg Pas I Nag Pos I Nag 42.0 90.0 150.0 90.0 150.0 90.0 160.0 90.0 160.0 90.0 150.0 6" MAX 48.0 90.Q 160.0 90,0 150.0 90.0 160.0 90.0 150.0 90.0 i50.0 // 64.0 90.0 160.0 90.0 160.0 90.0 150.0 90.0 160.0 90.0 160.0 60.0 90.0 160,0 90.0 160.0 90.0 160.0 90.0 160.0 90.0 160.0 A A 66.0 90.0 150.0 90.0 150.0 90.0 160.0 90.0 160.0 90.0 160.0 72.0 90.0 150.0 90.0 160.0 90.0 150.0 90.0 138.1 90.0 134.9 74" -' I I - 74.0 90.0 160.0 90.0 150.0 90.0 150.0 1 90.0 1, 133.2 90.0 130.0 MAX FRAME HEIGHT SEE NOTE 2 � CHART#id •••• • THIS Number of anchor locatlonsre ulred • ; •••:• SHEET I I • Frame Frame width(in) • • 54:00 78.00 90.00 108.00 2.ag ago** Height • 67" Matt RAult Mutt mull •• S (in) HAS Jamb H8S Jamb H8S Jamb NQS Jamb fi&S jamb • ••• HSS NQS 1f8S H6S • • Mt�S• • DLO 42.00 1 3 4 1 3 4 2 3 4 3 3 4 4 • ••• U74.00 4 4 1 4 4 2 4 4 3 4 4 3I 1 4 4 1 4 4 2 4 4 3 b 6 5 6 1 6 4 1 S 4 2 5 6 i 5 4 1 S b 2 6 S 3 6 6� i 6 4 1 6 6 2 8 8 2 8 8 Z •6 8 ••••i 6 4 1 6 S 2 8 8 2 6 6 •• :0 • 6" MAX • B _ WEEP HOLES., 1. ONE WEEP SLOT LOCATED 9"FROM EACH 32 7/8" DLO 33 1/2" DLO ANCHORS TO BE END ON SILL FRAME EQUALLY SPACED 2. DIMENSIONS SHOWN DO NOT INCLUDE REFER TO CHART #10 FLANGE.FOR UNITS WITH FLANGE FRAME ON THIS SHEET FOR ADD 1-114"TO OVERALL DIMENSIONS. NUMBER OF ANCHORS 4070 HORIZONTAL ROLLING WINDOW REQUIRED XOX EQUAL LITE EXTERIORVIEWMULLION ANCHORS TYP SIGNED: 12/04/2093 DESIGN PRESSURE RATING IMPACT RATING ° 75t}t?.t9sl3STERDt4,ll2DRNE F LARGE AND SMALL � � or ORLANDO,FI 32832 �`e\�$ °1R k 0 r '`9 .Q/ 93n.+�P.� MISSILE IMPACT Approved as bampW"t��fig+ INCU�tPORA`I 1D P 407.48 MSS wwwayindoorinc.com �'`'�o°\C,e9cP��i %�torid uhIn,S MISSILE LEVEL D, WIND ZONE 4,AND HVHZ Date-,,,) �. WITH GLASS C&D Nom m 4070 HORIZONTAL ROLLING WINDOW4-. TA1!eV 1V6 SEE'CHARTS 9 AND 10 Alland Dade Product C tral XOX, X0 & OX XOX (1/3-1/3-1/3) ELEVATION OF .510 DRAWN! DYrG NO. REV OR tDt V.L. 08-01969 A ®�®'�'� ° • " ° S `� J SCALE NTS DATE 3/22/2013 SHEET6 OF 15 /!!/j® A®{{ ���` i REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 12/02/13 R.L. 112" MAX FRAME WIDTH SEE NOTE 2 THIS SHEET 3" MAX TYP CHART#11 7" 3" MAX TYP Majdmum design presstrrecapsi lti h art(psfj 8" MAX r,p MAX 5" MAX TYP Unit width(in) O C Frarm 54.00 72.00 90.00 108.00 992.00 Total 6" MAX 14" 6" MAX Height 93.80 98.00 22.60 27.00 28.00 Side MAX (in) 27.110 36.00 48.00 84.00 56.00 Center B Pas Meg Pas Meg Pas Meg as Meg Pas Meg -j 42.0 90.0 130.0 90.0 150.0 90.0 150.0 90.0 150.Q 80.0 150.0 1. 48.0 90.0 150.0 90.0 150.0 90.Q 15Q,Q 90.0 151.0 80.0 150.0 6" MAX 54.0 90.0 150.0 90.0 150.0 90.0 160.0 90.Q 151.0 90.0 150.4 150 60.0 90.0 150.0 90.0 150.0 90.0 .0 -0-7 160.0 90.0 150.0 66.0 80.0 150.0 90.0 1 150.0 80.0 I 150.0 90.1 1 150.Q 90.0 I 150.0 72.0 90.0 150.Q 80.0 160.0 90.0 '150.0 90.0 138.0 90.1 1135.3 A _ _ �_ 74.0 90.0 150.0 90-0_1_15 90.0 148.4 90.0 132.6 90.0 130.0 -1 'v-I 74" CHART#12 MAXNumber of anchors required • FRAME Framewidth(in) •• 0.00;• HEIGHT Frame 84,00 72.00 80.00 1as.o0 9ia.ao SEE Height ltgS ht&S x&S ttBS x8S • •i••i NOTE 2 I tF4utl x&s murr rtes luau Nes mart rtes r�utr xss {in) unit Jamb unit Jamb unit Jamb unit Jamb unit nab Fi THIS ( 1&3 Has unit2 W N&s unit2 143 xSS unit 1&3 ti&S unit 1&3 • &S unit • • 0000• SHEET 42.00 1 3 4 2 1 3 4 3 1 3 4 4 2 3 4 6 2 3 4 b• • • 67,. 48.00 1 4 4 2 1 4 4 3 1 4 4 4 2 4 4 6 2 • 4 •4 ••• ••�•• DLO 642 i 4 4 2 9 4 4 3 i 4 4 4 2 4 S b 2 4 5 6 • 0000• 80.00 1 5 4 2 1 5 4 3 1 6 6 4 2 6 b 6 2 • •6 ® �6i ••••� 88.00 9 6 4 2 1 6 6 3 1 5 6 4 2 a 6 b 2 • 6 S • •• f 7200 9 b 4 2 1 6 b 3 1 b S 4 2 6 6 6 2 •�J• • 6 ••0060 74.00 i b 6 2 1 6 6 3 1 b 6 4 2 6 S 6 2 •6 b0 ••i•go 6 • 00 • 6" MAX WEEP HOLES: 1. ONE WEEP SLOT LOCATED 9"FROM EACH - END ON SILL FRAME. ANCHORS TO B£ 2. DIMENSIONS SHOWN DO NOT INCLUDE f231/2" 52 1/4" DLO EQUALLY SPACED FLANGE.FOR UNITS WITH FLANGE FRAME DLO REFER TO CHART #12. ADD 7-114"TO OVERALL DIMENSIONS. ON THIS SHEET FOR NUMBER OF ANCHORS REQUIRED 4070 HORIZONTAL ROLLING WINDOW XOX MULLION ANCHORS EXTERIOR VIEW STRAP INSTALLATION TYP SIGNED: 1210412013 DESIGN PRESSURE RATING IMPACT RATING 7500 AMSTERDAM DRIVE LARGEANDSMALL linljoor ORLANDO,FL 32832 \\�\�°1 +90.01-13O.OPSF MISSILE IMPACT ApprovedPAtomptyiNgWL%3� INCORPORATED n=aor�aio�s� �«vu:�vindoorinc.com �®�o°�e,EJVs+°°���% Ffortda tistirt� c a• o MISSILE LEVEL D, WIND ZONE 4,AND HVHZ late f�� .`- ° WITHGLASSC�D N;0" a 4070 HORIZONTAL ROLLING WINDOW � 51 SEE CHARTS 7 f AND 12 Miami Dade produet 1re� XOX, XO do OX 8y XOX (1/4-1/2-1/4) ELEVATIONTAT 03; o p DRAWN: DVrG NO. REV V.L. 08-01969J9NAIL E �\ SCALE NTS DATE 3/22/2013 s>iEET7 OF 15 111/1II1Illl��\ .0".k REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 12/02/13 R.L. FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS I I AND 12 1 17 18 SEE NOTE 1 32 HIS SHEET. 24 11 az STE 1 �S SH EET. 3 25 6 3 1p 19 12 12 11 13 fs 16 13 19 10 16 12 SEE NOTE 3 26 16 16 14 THIS SHEET 14 13 • EXTERIOR INTERIOR 13 1E ••'.: .•..:• 16 16 • 00 28 • • 19 16 12 19 g 20 8 •••..' .•:..' 25 24 • 15 SEE NOTE 2 25 s 25 ••••• 2S 25 24 18 9 2d 2s 2s 26 24 0•.... THIS SHEET 24 26 0•••• 18 31 S '••• •••• EE NOTE 1 THIS SHEET. 5 7 31 SEE NOTE 1 2 THIS=SHEET. 4 30 A HofTAL SECTION 9 WEEP HOLE -- 'SEE NOTE 4 THIS SHEET 8 VERTIC CTION �a SIGNED: 12/04/2013 7500 AMSTERDAM f DRIVE winDoor ORIANDO,FL 32832 ®\���� L INCORPORATED rI 4ozaal.saw o ° r ��everB ft= 07.asi.osas anv�v�vindoorinc.com ®®� o �� �S+ PP Pfd a 4070 HORIZONTAL ROLLING WINDOW 0 0 61 Q NOTES: 1p>DA:i ° XOX, XO & OX 1. ITEMS#31 AND#32 ARE INSTALLED IN UNITS WITH GLASS CAND 0 ONLY. Miami Dade prGdu!i'cqIwl FLUSH CROSS SECTIONS � o TAT OF a ca9 2. LOCATE ITEM#15 ONE AT EACH END OF ACTIVE SASH BOTTOM RAIL. , 3. LOCATE ITEM#14(2)AT 12"FROM,HEAD AND SILL. ' - DRAVlN: WIG N0. REV R`® 4. WEEPS ARE LOCATED AT 8"FROM EACH CORNER AT BOTTOM RAIL. SCALE DATE 08 SO E989 A r®��®J®�Ail�\,�®`� NTS 3/22/2013 9 OF 15 1/2- MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING METAL A UPDATED PER MD COMMENTS 12/02/13 R.L. OR 2X BUCK STRUCTURE BY OTHERS 1 7/16" MIN. BY OTHERS 1 MAX. SHIM SPACE 3/8 EMBEDMENT � '�MIN. M INTERIOR ll EDGE DISTANCE BACKER ROD 1/4" MAX. BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE & APPROVED SHIM SPACE SEALANT SEALANT X14 WOOD 14 SMS OR #14 SMS OR SELF DRILLING EXTERIOR SCREW SELF DRILLING SCREWS SCREW METAL STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT EXTERIOR EXTERIOR JAMB INSTALLATION DETAIL 11 METAL STRUCTURE INSTALLATION •'•• • • .... .s... INTERIOR INTERIOR 1 7/16" MIN. 1/4" MAX. •..' : ••• •• EMBEDMENT SHIM SPACE .....• •••:• dItP1`��RIOff .... 1/2" MIN. �� •• • • ... EDGE DISTANCE lilt •••••• 0*9 .. Q • •....s • 600460 • • •....• • • 00 #14 WOOD #14 SMS OR •• SCREW SELF DRILLING #14 WOOD EXTERIOR SCREW SCREW BACKER RODBACKER ROD & APPROVED 1/4" MAX. & APPROVED SEALANT SHIM SPACE SEALANT 1/4- MAX. WOOD FRAMING SHIM SPACE OR 2X BUCK BACKER ROD BY OTHERS & APPROVED WOOD FRAMING 1 7/16" MIN. STRUCTURE AM ETA SEALANT OR 2X BUCK EMBEDMENT BY OTHERS BY OTHERS 11 JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION 11 METAL STRUCTURE INSTALLATION SIGNED: 12/04/2013 B VERTICAL CROSS SECTION 11 �'j° 7500 AMSTERDA��4 DRIV1. �i�iil I 1111//// WOOD FRAMING OR 2X BUCK INSTALLATION ' 1 ORLANDO,FL 32832 ®��` Lo ���j,, approved as tomptyW vd&9b INCORPORATED r�4o7.4si.a4a� . � o At a Florida ftid C e � � ®° 4 1$1 ae #�>r��tt 4070 HORIZONTAL ROLLING WINDOW 151 Q NOTES. -- 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, aal llAde 4'rnduei Coni XOX, XO �t OX NOTSHOWN FOR CLARITY, 1a p FLUSH INSTALLATION DETAILS TAT GF d 2. SEALANT JOINT BY OTHERS TO BE DESIGNED IN Y ' ��`� ACCORDANCE WITH E2112 T DRAWN: Ds9G NO. REV Acc V.L. 08-01969 A ®�� S! 3. PERIMETER TO BE SEALED WITH SILICONE. ®° A ® SCALE NTS DATE 3/22/2013 S"EET 11 OF 15 f//l/l itt1r`�\ } 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY d. a A UPDATED PER MD COMMENTS 12/02/13 R.L. BY OTHERS a° a 4 a° d • .a d• •• • °_ ..° e . . 1 1/4" MIN. OPTIONAL 1X BUCK 4 ° ' a a d' p° d EMBEDMENT „ SEE NOTES 3-7 SHEET 1 ° ° -° v 1 1/4 MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS BACKER ROD ° & APPROVED 1/4" MAX. OPTIONAL 1X BUCK 1/4" MAX. SEALANT SHIM SPACE SEE NOTES 3-7 SHEET 1 0` SHIM SPACE ° 9 INTERIOR 3/16" TAPCON 3/16" TAPCON da - •o - • 2 1/2" v v• 4 '..• : •••• '. MIN. Q .••••• • EDGE ••••� EXTERIOR INTERIOR 4 •••:•• - DISTANCE Q EXTERIOR ••�••• •' •••• v �••�•� • •.•••• BACKB ROD • • :.•••• • • & APPROVED •. ... •...•� A JAMB INSr&ON DETAIL •• 4,:0:9:••• 12 CONCRETI MAONRY INSTALLATION BACKER ROD 3/16" TAPCON NOTES; & APPROVED 1, INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SEALANT NOT SHOWN FOR CLARITY. OPTIONAL 1X BUCK 1/4" MAX, 2. SE4LANT JOINT BY OTHERS TO BE DESIGNED IN SEE NOTES 3-7 SHEET 1 SHIM SPACE ACCORDANCE WITH ASTM E2112. 3. PERIMETER TO BE SEALED WITH SILICONE. CONCRETE/MASONRY d BY OTHERS ; a ° '.d' °d aEIS. 12104/2013 4 1 MI a EMBEDMENT WinDoor ORLANDO, L 32832 7500 ARI'STERDA i DRI a d '• �p ° °d' .. P�' eo r�e:401.48t.saoo� ,\� °�as �� IJ�Y�1� ff e! INCORPORATED a.;. . a 4 Flo �rrlat C�oelft r�wz4si.asos www.mindootinccom �°� '4 °°\O E lv� - 4070 HORIZONTAL ROLLING WINDOW •2 1/2" MIN, R9inrrl;wade Projust okfro� XOX, XO & OX ° ED ISTANCE ' 8 FLUSH INSTALLATION DETAILS � VERTICAL ECTIOn1 to _ 12 CONCRETW49NRY INSTALLATION DRA1vN: avrc No. ®� © P REV d t R 10 V.L. 08- 01969 q � aS�s, SCALE NTS DATE SHEET r* �� z u.. .. S 3/22/2013 12 OF 15 /®j 1/11iA W1 �l` 0000.. m 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING METAL A UPDATED PER MD CQMAAENTS 12/02/13 R.L. OR 2X BUCK STRUCTURE BY OTHERS 1 7/16" MIN BY OTHERS 1/4" MAX. EMBEDMENT SHIM SPACE 3/8" MIN. INTERIOR EDGE DISTANCE APPROVED 1/4 MAX. APPROVED 1/4" MAX. SEALANT SEALANT SHIM SPACE SHIM SPACE BEHIND BEHIND FLANGE FLANGE #14 SMS OR #14 WOOD SELF DRILLING SCREW #14 SMS OR SCREWS SELF DRILLING EXTERIOR SCREW METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR INTERIOR EXTERIOR INTERIOR BEHIND FLANGE A JAMB INSTALLATION DETAIL 13 METAL STRUCTURE INSTALLATION 0000 1 7/16" MIN. 1/4" MAX. 00•• ��� EMBEDMENT SHIM SPACE ••� °��•0� • '���• _� 0000 : q4NTERL(j 000.0. 000. 1/2" MIN. 0006 0•00 •• • n EDGE DISTANCE 0040 • •' 11 •00• '.. 00 ' 0000 0 • 4 4 . • 000040 • •4444• � #14 WOOD #14 SMS OR 0 0.0 0044 • 444 SCREW APPROVED SELF DRILLING #14 WOOD 00 • '•0• APPROVED SEALANT SCREW SCREW EXTERIOR SEALANT 1/4" MAX. BEHIND FLANGE BEHIND SHIM SPACE 1/4" MAX` WOOD FRAMING 1 FLANGE SHIM SPACE OR 2X BUCK APPROVED WOOD FRAMING METAL BY OTHERS SEALANT OR 2X BUCK STRUCTURE A BEHIND FLANGE BY OTHERS 1 7/16 MIN. BY OTHERS 13 JAMS INSTALLATION DETAIL EMBEDMENT WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION S 13 METAL STRUCTURE INSTALLATION SIGNED: 12/0412013 VERTICAL CROSS SECTION 13 WOOD FRAMING OR zx Bucx INSTALLATIONDRIVE 7500 AMSTERDAM DRIVEWi ®or �t i t 111,E!11 ORLANDO,FL 32832 ��� .° L O 4pprovcd m complylgg with the, INCORPORATED 3 4o7.481mm ,ate�\° ° o od/,9 Tlorlt! riding r=ao7.ast.osos �cv%v.�indoarinccom NOTES. I�YOAN `Do 4070 HORIZONTAL ROLLING WINDOW ��e ® 61 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, h1faml D dr Pmdact i! XOX, XO & OX NOT SHOWN FOR CLARITY. jr FLANGE INSTALLATION DETAILS By �g® Afi 2. SEALANT JOINT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 _ DRAWN., DIG NO. REV �.® ��°°�CORO .- 3. `Ia .®3. PERIMETER TO BE SEALED WITH SILICONE. V.L. DATE 08-01969 A ✓iY®S/®NAit��`��� SCALE NTS 3/22/2013 13 OF 15 I 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY • . ' 4 A UPDATED PER MD COMMENTS 12/02/13 R.L. BY OTHERS ° 4e 4. . 4 •. 4° . . .o . .•' a e 4 OPTIONAL 1X BUCK 4 ' EMBEDMENT d ° 4 4•. - 1 1/4" MIN. SEE NOTES 3-7 SHEET 1 b d .4 EMBEDMENT CONCRETE/MASONRY BY OTHERS p D APPROVED SEALANT 1/4" MAX. OPTIONAL 1X BUCK BEHIND FLANGE b 4 :v 1/4" MAX. SHIM SPACE SEE NOTES 3--7 SHEET 1 SHIM SPACE D a INTERIOR 3/16" TAPCON Da 3/16" TAPCON ' • 4- D , .Q V 4. D•a 0000 2 1/2" 000 D • • • 000 •' •••s MIN. Q • EDGE •• • ••• • EXTERIOR INTERIOR • DISTANCE D. 000.0• •• •' 0000 4 . •0• .p 0000 •• • • • D' 11 EXTERIOR •00.0• • 0000 0000 ., d 0••••• • • ••• 4 • • • • • APPROVED SEALANT *sees •• •• 0.00 BEHIND FLANGE 00 • 00 (� .000.0 }l l� JAMB INSTALLATION DETAIL ••• 0. � •••: f� CONCRETFJMASONRYINSTALLATION 00.0 • APPROVED SEALANT 3/16" TAPCON BEHIND FLANGE NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 1/4" MAX. NOT SHOWN FOR CLARITY. OPTIONAL 1X BUCK SHIM SPACE 2. SEALANT JOINT BY OTHERS TO BE DESIGNED IN SEE NOTES 3-7 SHEET 1ACCORDANCE WITH ASTM E21IZ 3. PERIMETER TO BE SEALED WITH SILICONE. CONCRETE/MASONRY SIGNED: BY OTHERS 4: ;• 4 4 4 b b4 4 {�//9 _ d �� 92/0 SIGNS 4/2095 1 1 4 MIN. 7500 A ISTERDAM D • b 4. . - •• ' .' °° EMBEDMENT I DRIVE 1111 1a! d b Q DM �� ORLANDO,F[.32832 ®`�`e` L �7✓// 4 ° e 4 . ° sp�rovedsasompiyl�witfs8ktF2anG407.4$1.8l00 ®� 0� ° ° ° " ° '/ 8' e . " a ) fx►s#i� direr INCORPORATED F=407.481.0505 oi nc.com 4 a 4. 2 1/2" MIN. 4070 HORIXONT L OLONG WINDOW � 0 , o 61 Q� EDGE DISTANCE ,` FLANGE INSTALLATION DETAILS TAT F @�1 VERTICAL CROSS SECTION DRAWN: DWG N0. REV ®��C 0 R1��°®° �•,® 94 COMCRETE/MASONRYINSTALLATION a ®�®�s @ ® ®®®®�®,�� SCALE DATE 08-01969 A //// oNAL� ``1®�� NTS 3/22/201 i 14 OF 15 I I{f 1 c .. .r 1/21' 3/4„ 2 1/16" REVISIONS REV DESCRIPTION DATE APPROVED 3 1/2" A UPDATED PER MD COMMENTS 12/02/13 R.L. 3 5/16" 3 9/16" 3 7/8" 1 1 3/4" 11/16" 2 3/8" 1 9/16" 17/16" (7 FRAME HEAD EQUAL LEG (2 FRAME SILL PAN 3QFRAME JAMB EQUAL LEG @A SILL TANK O SILL TRACK SASH TOP RAIL ALUMINUM 6063-T6.062"THICK ALUMINUM 6063-T6.070"THICK ALUMINUM 6063-T6.062"THICK LUMINUM 6063-T6.070"THICK ALUMINUM 6063-T6.070"THICK ALUMINUM 6063-T6.070"THICK 13/16 1 11/16" 3 5/16" 2 3/8„ 3 7/2„ 1 9 16" / 1 5/8" -7 Lj 1 11/16" 1 15/16" 11 1 1/2" 2 5/16., �� .•1316" (� SASH BOTTOM RAIL p .... .. ... �✓ ALUMINUM 6083-T6.062"THICK • O SASH LOCK STILE FIXED MEETING STILE 1 fl FRAME FILLER 11 SASH INTERLOCK "'. ' ALUMINUM 6063-T6.062"THICK ALUMINUM 6063-T6.062"THICK ALUMINUM 6063-T6.062"THICK ALUMINUM 6063-T6.062"THICK 0 " "' ...,- " 3/16" 1" 34 FRAME SILL Pft+ 46NQF . :X::0, ••' -5/8" 3/16"/8„ 3/1�8jo f1/4, 5/16” ALUMINUM 6063-T9 0""THICK••••• ;• A . 3 15/16" 9/1(� . . ... . . . 12 7/16"GLASS STOP � -� . . : ... ALUMINUM 6063-T6.050'THICK •• •• • ' • r�7 WEATHERSTRIP 18 WEATHERSTRIP 19 WEATHERSTRIP 2O WEATHERSTRIP 30 '•• PLAsrlc O PLASTIC Q PLASTIC 0 PLASTIC CLIP 1 1f16:, ALUMINUM 6063-T6.080"THICK Y, 2 1/4" 1/4$' J 35 FR.AMEJAMB FLANGE 15116"GLASS STOP � 3 1/2" O ALUMINUM 6063-T6.062"THICK 13 ALUMINUM 6063 T5.050"THICK 1 5/16„ SIGNED: 12/04/2013 1 15/16>, " 75{ttl AMSTERDAM DRIVE � j 1 �� " �`�� ��.���� ORLANDO,FL 32832 `�,��� �°" �� 7✓�j/ 1 /4 2 7/8 Approved am co��t�t�with 8 INCC3RPOI2ATED pnwi0gsi�osns ttfi��.�tindoorinc.como�®� lr1rS �dtl{� (Z Date o e 1 3/8" i 4070 HORIZONTAL ROLLING WINDOW oa 0 6 iaml Dade Proditd Com XOX, XO & OX 32 R�tNF®RCFM�N -- COMPONENTS SAT �'° ALUMINUM 600576.090"THICK FRAME HEAD FLANGE �� oRAvrN: oti�rc No. REV � ° bZ �°a REINFORCEMENT 33 V.L. 08--.01969 A `®RI® � ® 31 ALUMINUM 6063-T6.062"THICK ALUMINUM 6005-T6.090"THICK SCat E NIS DATE 3/22/2013 SHEET 15 OF 15 MIAMI-ME MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION- DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474- BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 N(DTffCE OF ACCEPTANCE (NOA) Nvev%niianoidade.Eov/eera/ WinnlDoor,Incorporated 7500 Amsterdam drive Orlando,Florida,32832 ��-- )� 7f I's SCOPE: 71 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 PERA-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. PERA 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&69050"Single Aluminum Outswing Terrace Door-LMI APPROVAL DOCUMENT:Drawing No.08-01151,titled"Series 9050 Thermally Broken Aluminum Outswing Terrace Door",sheets 1 through 14 of 14,prepared by manufacturer,dated 11/09/10 and last revised on 06/21/11, signed and sealed by Luis R.Lomas,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 Limitations: 1. See Design Pressures tables Vs sill types in sheets 1 and 2.Max. Positive Design pressure above+100 PSF requires canopy or overhang complying w/FBC requirements. 2. See locking points Vs Door sizes in sheets 10& 11 3. Door sill to be set with 3/16"continuous full width construction sealant,compatible to the substrate with min 18 #/in(PLI)durable shear strength. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",as noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded.by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature: If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION;A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-0124.04 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 12-0130.16 Expiration Date:August 25,2016 �q/ MIAM[•DADB couN7Y 1133,513 MEEW Approval Date:April 26,2012 ,` Page 1 WinDoor,Incorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file# 11-0124.04) 2. Drawing No.08-01151,titled"Series 9050 Thermally Broken Aluminum®utswing Terrace Door",sheets 1 through 14 of 14,prepared by manufacturer,dated 11/09/10 and last revised on 06/21/11,signed and sealed by Luis R.Lomas,P.E. Note:This revision consists of FBC 2010 update only. B. TESTS(transferred from file#11-0124.04) 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 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum outswing/Inswing Doors,prepared by National Certified Testing Laboratories Inc,Test Report No. NCTL-210- 3653-1 dated 10/15/10,signed&sealed by Gerald J,Ferrara, P.E. (Note: This test reports have addendum letters dated 03/28/11,issued by National Certified Testing Laboratories Inc.,signed&sealed by Gerald J, Ferrara,P.E.) C. CALCULATIONS 1. Statement letter of conformance to FBC 2010, dated January 19,2012,prepared, signed and sealed by Luis R.Lomas,P.E. 2. Anchor verification calculations,structural&comparative analysis,complying with FBC- 2007, dated 05/18/2011 and last revised on 06/21/2011,prepared,signed and sealed by Luis R.Lomas, P.E. (transferred from file#11-0124.04). 3. Glazing complies with ASTME-1.300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Sentry Glass 0 Plus",expiring on 01/14/17. 2. Test report No.ETC-07-1043-19094-0 per AS'I`MG-26-95(4500 Xenon Arc)&ASTMD-638 dated 02/18/08,issued by ETC Laboratories, issued to Technoform for Polymide plastic strut. 3. Test report No.ATI-61261.01-106-18 per ASTMD-2843-99(Smoke density)&ASTMD- 635(Rate of burning)dated 12/14/05,issued by Architect Testing,issued to Technoform for Polymide plastic strut. R. -STATEMENTS 1. Statement letter of conformance to FBC 2010 and"No financial interest",.dated 01/19/12, prepared,signed and sealed by Luis R.Lomas,P.E. 2. Statement letters of conformance to FBC 2007 and"No financial interest",dated Nov 09, 2010, signed and sealed by Luis R. Lomas,P.E. (transferred from file#11-0124.04) 3. Test lab compliance statement,part of the above referenced reports. 4. Statement addendum letters dated 03/28/11, issued by National Certified Testing Laboratories Inc., signed&sealed by Gerald J,Ferrara,P.E. G. OTHER 1. This NOA revises NOA#11-0124.04, expiring on August 25,2016. 2. Test Proposal#09-1509 approved by BCCO and#1 -0 68 a roe by PE I Ishaq T Chanda,P.E. Product Control Examiner NOA No 12-0130.16 Expiration Date:August 25,2016 Approval Date: Apri126,2012 E-1 ... Yr.. w..... .._._.. .�u __ �.. ... . ,.,.,• , ,.:, REVISIONS 46" MAX. FRAME WIDTH REV DESCRIPTION DATE APPROVED 31 5/8" MAX. D.L,O. WIDTH A PER DADS LETTER DATED MARCH 06, 2011 04/07/11 R.L. 6" MAX. 12 3/4" B REVISED PER MD COMMENTS 06/15/11 R.L. 6" MAX. 4 TABLE#1 NOTES: Nwriirarlsmd9signpt'® ere00,�aa1tychat.1&4 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 6" MAX. Sirlea0000"YorntCe03Door w8hSeeYderd3IIB REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. Frame new •2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY �r rl TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE 18" MAX. /l 20.0 24.0 X0:6) RESPONSIBILITY .OF THE ARCHITECT OR ENGINEER OF RECORD. O.C. TYP. d9®a Vag P0s ®0 Poe ag Poe n®0 3) JX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR 120,0 160.0 123.3 160.0 0.0 136.0 •113.9 120.a MATERIALS MUST BE SEPARATED-WITH APPROVED COATING OR MEMBRANE. SELECTION OF \ 840 120.0 160.0 120.0 160.0 920.0 0 '111.3 920.0 COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, l 120" 96.0 120.0 160.0 120.0 160.0 117.4. 138.0 ;108.3 120.0 PRODUCT 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE MAX. 1 SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR FRAME 1c1�0 12(1.0 160.0 20.0 180,0 111.6 133.9 100.0 920.3 \ HEIGHT CALCULATIONS. MAXIMUM PANEL WIDTH 5) FRAME AND PANEL MATERIAL: EXTRUDED THERMALLY BROKEN ALUMINUM 6063--T6. FOR EGRESS APPLICATION PER FBC 6) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 3 FOR GLAZING OPTIONS. o TO BE REVIEWED BY 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE AUTHORITY HAVING JURISDICTION- DEBRIS REGIONS. 8 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE 10MA ) X. SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK UP TO 1/4". DLO TABLE#IA 9) FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4" ITW TAPCONS WITH SUFFICIENT LENGTH M HEIGHT fflu bar of anchor locaffa ns.E u rggrL TO ACHIEVE A 1 1/4°' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMut�I.EDGE FramB 11 ­ Framevzanetw DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLAT�JN QETAILS,•".THIS s. ••• He%ht 28.68 x.48 4 . .0 DRAWING -SET. • Nwd Jamb m ad Ja�wa aad .lamb Hand Jamb 10) FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X BACKED 20GA..S�F.�L FRAMIMQ:.Ufew) SE .. 4 s X14 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/4" MINlf'AUJ EMBEDIvjENT _ _74 .6D 3 6 3 s 4 6 INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS A&,V40WN .1N 80.0 3 3 6 4 b 4 a ELEVATIONS AND INSTALLATION DETAILS, IN THIS DRAWING SET. ' ' ' m0 3 3 7 4 4 7 11) ALL FASTENERS TO BE CORROSION RESISTANT. 0 0.0 0. 94090 �d20.0 3 7 3 7 4 7 4 12) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR*MANlIF�4CARER's• •_•• JAMBS USE (2) ANCHORS PE I INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN S��J88•T�sATES WIT4•I •• l 2 ANCHORS :aa STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: •• ••• 0000.. ,¢ PER LOCATION g�Cy ''p 0• A. WOOD - MINIMUM SPECIFIC GRAVITY OF GT0.42 • AT JAMBS. t lis. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. . ... _ C. MASONRY - STRENGTH CONFORMANCE TO ASTM C--90, GRADE N, TYPE 1 (OR'G1�El$fER). 6" MAX. 4'& I t Q. STEEL FRAMING - 2X BACKED 20GA., .039" MINIMUM. -T---�-- • 13) MAXIMUM PANEL SIZE: 42" x 118 1/2" I PANEL SIZE FORMULA: RIGHT HAND SHOWN. LEFT HAND MODELS ALSO APPROVED. SEE NOTE 15 PANEL HEIGHT = FRAME HEIGHT -- 1.5" 14) THIS SHEET PANEL WIDTH � FRAME WIDTH - 4.0" 15) DOOR SILL TO BE SET IN A FULL WIDTH, CONTINUOUS 3/16" THICK BED OF SEALANT EQUAL . TO OR BETTER THAN C.R. LAURENCE M64 POLYURETHANE CONSTRUCTION SEALANT HAVING 18 SERIES 9050 THERMALLY BROKEN ALUMINUM D.L.O. FORMULA WITH STANDARD BOTTOM RAIL: #/IN (PLL) SHEAR STRENGTH. COMPATIBILITY OF ALUMINUM DOOR SILL, SEALANT AND OUTSWING TERRACE DOOR WITH STANDARD SILL Q.L.O. HEIGHT = FRAME HEIGHT - 11.75 ADJACENT SUBSTRATE TO BE DETERMINED BY ARCHITECT OF RECORD. STANDARD BOTTOM RAIL SHOWN, TALL BOTTOM RAIL OPTIONALD.L.O, WIDTH = FRAME WIDTH - 14.375" EXTERIOR VIEW 7500A2vIS'I'BRDAMDRM TABLE OF CONTENTS � inD oor ORLANDO,lPL 32832 SHEET N0. DESCRIPTION IN�URZ3'URA'I.`.�•D la,man07481,040o r.xi4o7as1.osos wvvwwindoorinc.aatn 1 . - 2 ELEVATIONS, ANCHORING LAYOUTS AND NOTES + � t> a 1 SERIES 9050 THERMALLY BROKEN ALUMINUM 3 BILL OF MATERIALS AND GLAZING OPTIONSOUTSWING TERRACE DOOR - LMI '� ELEVATION, ANCHORING LAYOUT AND NOTES 4 - 5 CROSS SECTIONS S`: t i': ', + 6 -- 9 INSTALLATION DETAILS �kr' a �►1, DRAWN' DWG NO. ' . ..� REV ILu.�s •�'1 lL�rnr�� Pa�, t4P 08-01 1510251 10 - 11 HARDWARE LAYOUTS TJII I3 Plarldcl , ^ SCALE NTS 1109/10 DATESHEET 1 OF 14 12 -- 14 COMPONENTS 1 , REVISIONS 46" MAX, FRAME WIDTH REV DESCRIPTION DATE APPROVED 31 5/8" MAX. D.L.O. WIDTH A PER DADE LETTER DATED MARCH 08, 2011 04/07/11 R.L. 5,515" MAX, 12 3 �" 6" MAX. 8 REVISED PER PSD COMMENTS 08/15/11 R.L. TABLE#2 W axim um dodgr8 pdro ro clapecdlly cholt(Pao S" MAX. Series 9050 7orrace 08 Door w10 ADA BIII F rom From Panel width(in) 40.018" MAX. VO Hai cs ,Nov dao8 ®g oa Nae 80.0 80, -1670' 90, 149.0 80.0 28. 90.0 110.0 O.C. TYP, # o ao.o 16o o o 145 o -Co-o 12 .0 90,o 110.o 8.0 20.0 164.0 -WW 148.2 .0 1 80,0 110.0 : 11.0 -ao.0 o ao.0 142, 8 . 126.8 90.0 110,0 120.0 aa,o di0.0 20.0 10.z ao. 122.7' 80.0 10.0 120" MAXIMUM PANEL WIDTH FOR EGRESS APPLICATION PER FBC MAX. TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. FRAME HEIGHT f/ 7ASLE NA 104 5/8" Number sof en0 ors ra efrol per cdom arm Veen I a MAX. D.L.O. Frame FtaM Parisi Width(In) HEIGHT •••• 1{stgflt 2 41;0 AIrD4 bldg. • • •••••• •• ••• (In) k93 Jdl+Mb Hd%& Jerrafo HAS JaMb HAS JaNS/Verr� '••• ..• • .� / 00.0 35 3 9 4 G 4 6 •••••• ••i ••`•i• 0 0 3 6 3 a 4 8 4 d3 •••• •• • :'10 .0 3 3 7 4 7 4 7 ' ' ' • ' 120.61 3 7 3r 7 4 7 4 7 •••• • •• •• JAMBS USE (2) ANCHORS PER LOCATION. ••••.• •• •• .. .. .. .. ..4 ... ••••.. • 00*000 PANEL SIZE FORMULA: •• ' • :oleo: PANEL HEIGHT = FRAME HEIGHT - 1.5" PANEL WIDTH = FRAME WIDTH - 4.0" Gf, MAX.-- 2 ANCHORS pxwom 1 ATR LO ATION � Ot* m I flowD,L,O, FORMULA WITH STANDARD BOTTOM RAIL: I D,L.O, HEIGHT = FRAME HEIGHT -- 15.375" 22 t1 °f� D.L.O. WIDTH FRAME WIDTH - 14.375" ' D.L.O, FORMULA WITH TALL BOTTOM RAIL: D.L.O. HEIGHT FRAME HEIGHT - 11.812" SEE NOTE 15 D.L.O. WIDTH = FRAME WIDTH - 14.375" SHEET 1 SERIES 9060 THERMALLY BROKEN ALUMINUM OUTSWWING TERRACE DOOR v WITH ADA SILL AND TALL BOTTOM RAIL7500AMSTERI)AVX1a EX rERIOR VIEW Win o®r ORL.ANT70,PL 32832 what eq �1�T��U33PORA'�'ET3 nhma+7AMAMS°D WmvNvIndoorinccom SERIES 9050 THERMALLY BROKEN ALUMINUM ��'• 'f ;:`.' , ' OUTSWING TERRACE DOOR LMI ELEVATIONS AND ANCHORING LAYOUTS ♦ �; f'( I D>7awN: owo No. RFV' jsTJH p13--01151 8orido No.1 09 10 sHEET OF 14 ,. R1~vrssoNs PARTS LIST REV DESCRIPT401d DATE APPROVED N0, PART NUMBER DESCRIPTION MANUFACTURER MATERIAL A PER DADE LETTER DATED MARCH 08, 2011 04/07/11 R.L. �1 905AI FRAME JAMB ASSY OUTSWING• KEYMARK ALUMINUM 6063-T6 D REVISED PER MD coMMKNrs 06/15/11 R.L. 2 905Al2 FRAME HEAD & STANDARD SILL ASSY KEYMARK ALUMINUM 6063-T6 3 S46079 ADA SILL ASSY W/URITHANE BREAK KEYMARK ALUMINUM 6063-T6 5 PARTS LIST NOT USED NOT USED NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 7 7NOT USED 41 TP-448 FILLER STRIP TEAM PLASTICS PVC 92 DUROMETER 10 905AO9 ADA BOTTOM RAIL ADAPTER ASSY KEYMARK ALUMINUM 6063-T6 42SETTING BLOCK GLASS SHIM 1/4" x 3/4" x 1" NEOPRENE 80D 11 S46080 EURO FRAME GROOVE COVER KEYMARK ALUMINUM 6063-•T6 43 FG0015011 #3 S OR EQUIVALENT JOINT SEALANT C.R. LAWRENCE SILICONE 12 546085 JAMS & HEAD COVER PLATE KEYMARK ALUMINUM 6063-T6 44 SIKAFAST552 GLAZING COMPOUND SIKA CORP, URETHANE STAINLESS STEEL 13 546086 STANDARD SILL COVER PLATE KFYMARK ALUMINUM 6063-T6 45 #10 x 3/4" PPH SCREW 14 S46084 GLASS STOP 1.25 KEYMARK ALUMINUM 6063-T6 46 #10 x 1 1/2" PPH SCREW STAINLESS STEEL STAINLESS STEEL 15 52105 SPONGE WITH ADHESIVE BACK EOPM 47 #10 x 2" FH TEK SCREW 16 00598M FLASH XXL DOOR HINGE GIESSE 48 14MM STRUT TECHNOFORM US POLYMIOE 66-GF25 17 00599 HINGE COVER GIESSE 49 20mm STRUT TECHNOFORM US POLYMIDE 66-OF25 18 04650 LEVER ACTNATIwD GEAR BOX - 45MM GIESSE 50 546083 GLASS STOP 1.625 KEYMARK ALUMINUM 6063-T6 19 4637 6131 W/KEY & THUMB TURN GIESSE 20 4636 3161 Wf KEY & THUMB TURN GIESSE 1 1/4" Q.A. 1 5/8" O.A. •••••, . . .... . .... 21 02472 PRIMA COUPLE DOOR HANDLE GIESSE 5/8" MAX. AIR SPACE 3/8 MAX. AIR SPACE '••' : •••• •. 3 16" TEMP. .. 3/?gr;}q'S. . .. ... 22 1315-MC2 LOCKING PLATES ADVANTAGE MFG, 3/16" TEMP, 3/16H.S. / ,..... 23 1335-1 EUROGROOVE KEEPERS ADVANTAGE MFG, .060" SGP BY DUPONT A6Q,':SGP 13Y.AURONT 3/'I-W" H.S. 3/16" H.S. 3/16" TEMP ••• 24 04019 CORNER DRIVE GIESSE •••••• :••' INTSt 7? . so:* * 25 04655 STRIKE PLATE GIESSE EXTERIOR INTERIOR EXTERIORGeese* • 26 01362N ADJUSTABLE STRIKER GIESSE • • :...:. '''• 27 03524 CONNECTING ROD GIESSE 7/8" GLASS 7j$'`�LASS : ...: 30 BITE 30 •• grfE •• ;. 28 1445 SNUBBER DRIVE ADVANTAGE MFG. •• • 30 TP1046 #7 GLAZING VINYL VINYL 14 5O 31 #8 x 1" PH SQ. DR. L-POINT STAINLESS STEEL 30 42 30 32 #8 x 1" PFH SMS SCREW STAINLESS STEEL 42 44 44 33 131022 #10 x 1 1/4" PH SQ. DR. L--POINT CORNER CONSTRC. STAINLESS STEEL ALUMINUM AIR SPACER ALUMINUM AIR SPACER 34 #10 x1 1/4" PFH SELF DRILLING STAINLESS STEEL 5/8"W X 1/4"H X .015"T 3/8"W X 1/4"H X .015"T GLAZING BY HELMA GLAZING A BY HELMA 35 5•-3820-RB-1 STILE & RAIL FLANGE WEATHERSTRIP LAUREN MFG. 36 4-2709 TOP & BOTTOM RAIL WEATHERSTRIP LAUREN MFG. 7500 AMS'i`ERUAM DRNF. 37 905VP-22-SEAL SPONGE SF_Al. LAUREN MFG. EDPM OWN T7- -4O oor ORLANDO,FL 32832 l,1+. trrr 38 NOT USED �rri�fMe. RA'TE13 Fm 4(1 AS1.0ssaoo , I�t►de ,/ w} ioYitl 06 Obof bg wlb OhI+a:u 4or dat.osos w»vw,wlndoaxinc.co�n 8303-01-00 FLEX COEX BOTTOM SWEEP TRELLBORG RIGID PVC A z�J SERIES 9050 THERMALLY BROKEN ALUMINUM ` ,, " , , ��,r•. `` 1 pUT5WING TERRACE DOOR — LMI �r E� BILL OF MATERIALS AND GLAZING OPTIONS +` u ITEMS 4,6,8,29, AND 39 ARE NOT USED. DRAWN: Dwo NO. R� I: Q.uls R 4--pMaS P; . TJH 08-w01151 1-625.14, scAiE NTS DATE 11109/10 SH EEr3 OF 14 REVISIONS 2 38 REV DESCRIPTfON DATE APPROVED A PER DADE LETTER DATED MARCH 08, 2011 04/07/11 R.L. B REVISED PER MD COMMENTS 06%15/11 R.L. 35 12 EXTER1®� 37 37 ALUMINUM 31 7 AIR SPACER 29 BY HELMA 36 3 30 0 31 31 42 4'2 31 140850 14OR50 INTERIOR 9 30 30 31 ALUMINUM 29 31 AIR SPACER BY HELMA A VERTICAL CROSS SECTION! EXTERIOR •••• OUTSWING DOOR • so 00:9 INTERIOR • • 0000•• • • 29 ALUMINUM 31 31 0000 •• •• •• AIR SPACER •'••" •• •• 30 *BY HELMA 41 p _ i• •• •• •• •• •:• Vti `.Y0 0000•• • -.• 42 30 .3 . . . . •a ••• 3 14 OR 50 37 •• ••• IN ��RlC�R .. • •i• • •• • 39 36 p 33 OR 7 31T .: POURED URITHANE wvowham Wo THERMAL BREAK, 41 37 COMPLYING WITH FBC. EXTER13 MC VERTICAL.CROSS SECTION 31 OUTSWING ADA SILL 37 2 in 7500 AMMRTD,AM DDRTVP- 35 38 �00f ORLANDO,FL 32832 � NCORPORATRID P;mh,4°47,41. www.windoorinc.com 33 33 QovIaffIviF<hjbq SERIES 9050 THERMALLY BROKEN ALUMINUM VERTICAL CROSS SECTION 11 otlTswiNc TERRACE coon — LMI ouTSW rN �DL� WI7N VERTICAL CROSS SECTIONS I STANDARD BOTTOM RAIL SHOWN, TALL BOTTOM RAILOPTIONAl. *� a DRAWN: DWG No. Rey �LUl �,Lomas , TJH 08-01159 '�,FIorl��it t3d6214 SCALE NTS DATE 11 09 10 IsliEET4 'OF 14 i' REVISIONS REy DESCRIPTION DATE APPROVED A PER RADE LETTER DATED MARCH 08. 2011 04/07/11 R.L. B REVISED PER MD COMMENTS 06/15/11 R.L. INTERIOR 12 37 27 12 37 1 FRAME CONSTRUCTION: FRAME CORNERS ARE COPED AND BUTTED, JAMBS ARE ATTACHED TO HEAD, STANDARD 1 ALUMINUM SILL p USING EACH)CORNER.1 1/4" PH SQUARE DRIVE LEAD POINT SS ALUMINUM 30 29 SCREWSITEM #33, AT AIR SPACER AIR SPACER BY HELMA BY HELMA PANEL CONSTRUCTION: STANDARD BOTTOM RAIL IS ATTACHED TO STILES WITH (4) #8 x 1" PH SQUARE DRIVE LEAD POINT SS SCREWS, (2) AT INTERIOR EXTRUSION AND (2) AT EXTERIOR EXTRUSION. TALL BOTTOM RAIL IS ATTACHED TO STILES WITH (7) #8 x 1" PH SQUARE DRIVE •L°G4D 37 ` POINT SS SCREWS, (4) AT INTERIOR EXTRUSION AND (3) AT EXTERIOR EMUSIOIN*...• ••:• .. . ... . . TOP RAIL IS ATTACHED TO STILES WITH (4) #8 x 1" PH SQUARE DRIB -J.Bkl) POINT& ••.. 11 SCREWS, (2) AT INTERIOR EXTRUSION AND (2) AT EXTERIOR EXTRUSION'••• • 14 OR 54 30 14 OR 50 37 L 47 •••• •• • 35 WHEN ADA SILL IS USED BOTTOM RAIL IS F=ITTED WITH ADA BOTTOM RAID.-AAPTEP•••6 ... ASSEMBLY, ITEM #10. ADA BOTTOM RAIL ADAPTER IS SNAP FIT TO BOW.OM•RAIL AND . :••" ATTACHED TO STILES WITH (2) #8 x I" PH SQUARE DRIVE LEAD POINrC% SCRE>F'6.•: • 66:6 r..... 18 5 35 16 17 . ..• .. �►.. Ift •..* . •. .o. ...: EXTERIOR ra, ./6 .. . ov#hTAbg Daft 5 HORIZONTAL CROSS SECTION OUTSWING DOOR Wi{� �•-�{�.L 7500.AMSTERDAM DRrM nD o VORLANDO,FL 32832 ,I{1}1111 t r r 11honadb7.dA1.8A0a .`• � INCORPORATED amt,407ASl"s wvww kdoorlac.coln tr YBd� wE1111i ` ' r ' I SERIES 9050 THERMALLY BROKEN ALUMINUM ��•i t,i �! OUT5WING TERRACE p00R -- LMI \ j r, HORIZONTAL CROSS SECTIONS DRAWN: DWO NO. Rp TJH 48-01151 ® `Flortd'd �r 62$3..4_: SCALE NTS DATE I 09 10 sH�eT 5 O F 14 I j • - I r' �I rl'Illt t�.l t•. 1 . 'tr :ttlllllll'' r REVISIONS 1" MIN. EXTERIOR FINISH EDGE DIST. INTERIOR FINISH REV DESCRIPTION DATE APPROVED BY OTHERS BY OTHERS A PER DADF LETTER DATED MARCH 08, 2011 04j07j11 R.L. B REVIS EDD PER MO COMMENTS 00/15/11 R.L. 1 3/4" MIN. 2X BUCK/WOOD FRAMING EMBEDMENT BY OTHERS, 2X BUCK TO BE PROPERLY SECURED Li 1/4" MAX. BACKER ROD AND SHIM APPROVED SEALANT EXTERIOR IIUERIOR #14 WOOD SCREW Ll SEE CROSS SECTIONS SLEETS 4 AND 6 FOR COMPONENT CALLOUTS. 3/16" BED r, — OF CONSTRUCTION SEALANT. LRAJ EXTERIOR INTERI®R SENO EsSHEET1. .. Mo ....00 .• 00'x ..• APPROVED SEALANT • 0000.. 0 • • . •.. 0000 •. . 0 • •... • 00 •. .. 0000.. . . .• 1 3 , •. • / „ . . 4 MIN.•• •• •• •• •• ••• EMBEDMENT :••:•: • •• 2X BUCK/WOOD FRAMING 0 • ••• • ••' ••' BY OTHERS, 2X BUCK TO • . 0 0. 00• BE PROPERLY SECURED as • ••• • >l�it .. 1" MIN. ' EDGE DIST. #14 WOOD SCREW APPROVED SEALANT I�- I VERTICAL CROSS SECTION 3/16" BED 2X OUCKIWOOD FRAMING INSTALLATION OF CONSTRUCTION SEALANT. ADA SILL,ADAPTER WITH SEE NOTE 15 SHEET 1. TALL BOTTOMRAIL �-�.. 1` j 7500 AMSTERDAM L7RrM . ��SAY �� ��� ORLANDO,FL.32832 ^- INCORPORA °am�aai3asa5� mvw.windoorinc.catn 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO SERIES 9050 THERMALLY BROKEN ALUMINUM BE B!= PROPERLY SECURED l OUTSWtNG TERRACE DOOR — LMI ,�' ,�� VERTICAL CRSS$ECTION INSTALLATION DETAILS 2X HUCIVWOOD FRAMING INSTALLATION $TANDARDSILLWITH �a DRAWN: DWG No. STANDARD St)T7"OM RAIL SHOWN, .�� C,uf s TJH 08--01151 B 2 �, TALL BOTTOM ALSO APPROVED S-CALE NTS OATS 1� 09110 SHEET 6 OF 14 1" MIN. RLMgIONS EDGE DIST. IN'T'ERIOR FINISH REV DESCRIPTION DATE APPROVED EXTERIOR FINISH BY OTHERS A PER DADE LETTER DATED MARCH 08, 2011 04/07/11 R.L. BY OTHERS ,.;.;. 13 REVISED PER MD COMMENTS 06/15/11 R.L. , 1 3/4" MIN. EMBEDMENT 2X BACKED 200A MIN. STEEL FRAMING BY OTHERS 1/4" MAX. SHIM BACKER ROI) AND APPROVED SEALANT #14 WOOD SCREW EXTERIOR INTERIOR SEE CROSS SEC BIONS SHEEN TS 4 AND 5 FOR 3/16" BED OF CONSTRUCTION SEALANT. EXTERIOR INTERIOR SEE NOTE 15 SHEET 1. ...... .. .. ... APPROVED SEALANT p ...;.. 1 3/c4" `MTI MM:": 00400 ' EMBEDMEAT •• .. •• •• •.• 2X BACKED 200A MIN. • STEEL FRAMING BY OTHERS •• ••• Popticv �1. .. . ... ooftw0b 1 f, MIN. -01 EDGE DIST. - APPROVED SEALANT VERTICAL CROSS SECTION #14 WOOD SCREW 3/16" BED A 2110 SAGKE0 STr'rEL FRAMING INSTALLATION OF CONSTRUCTION SEALANT. ADA SILL,ADAPTER WITH SEE NOTE 15 SHEET 1. TALL BOTTOM RAIL 7500 AMSTERDAM DAM WinDoor OkLA.NDO,VL32832 �ieTC0RI'C7IEtATED room 40ABI O.95 -,v VVJnAQDXInC.00M 2X BACKED 20GA MIN. , S, STEEL FRAMING BY OTHERS SERIES 9050 THERMALLY BROKEN ALUMINUM OUTSWING TERRACE DOOR LMI YERTICA[. CROSS SECTION INSTALLATION DETAILS 2X TRACKED STEEL FRAMINS INSTALLATION STANDARD SILLWIT14 DRAWN.' awc No. REV, , STANDARD BpTTOM RAIL SHOWN, TJH 08-01151 10 R. l omas ",?4,: lor�id�(.Wo1.�,825, 4 TALL BOTTOM ALSO APPROVED scAtE NTSDATE 11/09/10 SHEET7 OF 114 x : . RI;vlstoNs 2 1/2" MIN. REV DESCRIPTION DATE APPROVED MASONRY/CONCRETE EDGE DIST. A PER DADE LETTER DATED MARCH 08, 2011 04/07/11 R.L. BY OTHERSNI s° a 4. '•�°' ' ' .a, : _ 8 REVISED PER MD COMMENTS 06/15/11 R.L, 4. d 1 1/4" MIN. EMBEDMENT a d OPTIONAL 1X BUCK BY OTHERS, 1 X BUCK TO BE PROPERLY SECURED AND REVIEWED BY AHJ 1/4" MAX. SEE NOTE 3 SHEET 1 SHIM BACKER ROD AND APPROVED SEALANT 1/4" ITW TAPCON EXTERIOR INTERIOR SEE CROSS SECTIONS SHEET9 4 AND 5 FOR COMPONENT CALL OUTS. 3/16" BED OF CONSTRUCTION SEALANT SEE NOTE 15 SHEET 1 EXTERIOR I •••• NTERIOR • 0000 001 .. 0000.. .. 0000. 000.00 0000. APPROVED SEALANT p •••• •• • • .0 es. 1x0 • • •• 00 ' ° °•' _ d: 1 1�✓�'•01�IN. *--*o: •• 000 ° EMBEDW�iEiNT 0 '94 4 v . . . . 00 000 0000.0 . .. 0 MASONRY/CONCRETE 2 1/2" MIN. •• :': • BY OTHERS EDGE DIST. 1/4" ITW TAPCON •• • `- VERTICAL CROSS SRC7"ION APPROVED SEALANT MASON14 OONCAE'TEINSTALL4TION 3/16" BED ADA TALSILL, BOTTOM RAIL -OF CONSTRUCTION SEALANT. SEE NOTE 15 SHEET 1, 7500 AMMRDAM DINE inDoot ORLAmo,FE,32832 s 4 �► �� INCL RPORA1'I`.L-I� ons 407,491.81x0 t7d c ° Paw407.491A505 vmv.Nvindc0rinc,c0m ° r �r•. f,. 'rr C' cr o SERIES 9050 THERMALLY BROKEN ALUMINUM MASONRY/CONCRETE OUTSWING TERRACE DOOR �-- LMi BY OTHERS VERTICAL CROSS SECTION INSTALLATION DETAILS 16MASONRYICOI CRET'EINSTALLATION IN STANDARD SILL WITHmas Par. I avv;al ftteR3 }��, DRAWN; DWG NO, REV }:Wis , STANDARD BOTTOM RAIL.SHOWN, TJH 08•-01151 L B .��Qrlt �`Iy¢. (4251,x• TALL BOTTOM ALSO APPROVEDsCA�s NTS DA�1: 11 1/10 s"E $ OF 14 ` f • '�trtttl11,11it' • • 1 3/4" MIN. 1/4" MAX. REVISSONS EMBEDMENT SHIM INTERIOR FINISH PAIR OF #14 WOOD REV DESCRIPTEON DATE APPROVED BY OTHERS SCREWS AT JAMB A PER DADE LETTER DATED MARCH 08, 2011 0A/07j11 R.L. 1" MIN. Al 8 REVISED PER MD COMMENTS 06/15/11 R.L, EDGE DIST, INTERIOR 1/4" MAX. I`r SHIM 1 3/4" MIN. EMBEDMENT 2X BUCK/WOOD FRAMING c' BY OTHERS, 2X BUCK TO BE PROPERLY SECURED PAIR OF 1" MIN. #14 WOOD SCREWS EDGE DIST. AT JAMBS, INTERIOR BACKER ROD AND EXTERIOR APPROVED SEALANT EXTERIOR FINISH BY OTHERS HORIZONTAL CROSS SECTION ZX BUCKIWOOD FRAMING INVSrALLA TION 2X BACKE0 9210GA. STRIKEJAMSSHOWiV ' M11V..STEEL'fTYAM(NG • HINGE JAMS SIMILAR >�3Y��RI®R®� 8Y OTHERS". . . .. .. 6666.. . 6666 1 1/4" MIN. BACKER ROD AND sees • to e ••s EMBEDMENT APPROVED SEALANT ss•eee • `•••' 1/4" MAX. •- • 00'00• 'ee'.. . .... PAIR OF SHIM a 2 1/2- MIN. HORIZONTAL CROSS SECTION 69000* • EDGE DIST. RX BACKED STEEL FRAMING tNVSTALLATIONV ' 1/4" ITN TAPCONS 6666 AT JAMB. HINGE JAMB SHOWN """ �p1 ��..{q rqd STRIKE JAMB SIMILAR '..' : . ... too: INTERIOR C{liCY 1'o>V'6.0 i+1.+s.1'O�X.l,1� '..' b° SEE CROSS SECTIONS SHEETS 4 AND 6 Q3 00.0pwfl with ft 2 5/1 MIN, FOR COMPONENT CALLOUTS. SEPARATION NO MASONRY/CONCRETE . .. Q BY OTHERS _ a. : 1� oot OORLA.NI3O L3 8AM ID1tNE OPTIONAL 1 X- BUCK BY a OTHERS, 1X BUCK TO BE Phone:407,4811400 ro g xNCC�RPORATI�I� = . 05Q5 www.vindooritic.com �� • , EXTERIOR '•.v PROPERLY SECURED AND mx�.�t � .�, �q lf447481 -c\' : , ',• r ° REVIEWED BY AHJ SERIES 9050 THERMALLY BROKEN ALUMINUM SEE NOTE 3 SHEET 1 I OUTSWING TERRACE DOOR — LMI CON APPROVED SEALANT HORIZONTAL CROSS SECTION BACKER ROD AND m e INSTALLATION DETAILS MAS®NRY/C®1VCRE7E 11USTALLATION �� �t, DRAWN, DWG NO. R� !'L!iS f, r HINVOEJAMSSHOWN TJH 0$-01151 9 pg ,' 8TRIKEJAMG SIMILAR brlsll I f(� i 251 SCALE NTS DATE 11 09 10 sheer 9 OF 14 'c �► ,1 . ' ��: ,' h ('•.. l t f. (..., ,.,, 6666,. 1.t • RASIONS REV DESCRIPTION DATE APPROVED —10 5/8"— A PER DADE LETTER DATED MARCH 08, 2011 04/07/11 R.L. 7 5/8" =FRAME f It17T1 U2 23 5X 8 REVISED PER MD COMMENTS 06/15/11 R.L. 24 „M„ 9" MAX 6 11/16" 22 TYP 18X NOTE: DIMENSIONS MARKED WITH * ARE CENTER OF LEVER ACTIVATED GEAR BOX, ALL OTHER bd 16 17 TXP• DIMENSIONS ARE CENTER OF KEEPERS. „L„ 28 25P• REQUIRED EUROGROOVE KEEPER LOCATIONS PER DOOR HEIGHT WITH ADA SILL: 110 1/4" D` „K„ 80" HIGH - A THRU H AND M 97 3/4" D 10" MAX 84" HIGH = A THRU H AND M 96" HIGH = A THRU J AND M "J" —FRAV�,�>�tEtt 1�1'e 108" HIGH = A THRU K AND M 85 1/4" 10" MAX 120" HIGH = A THRU M r 21 72 3/4" 60 1/4" I •••••• GEAR BOX •••• •• 47 3/4" 25 MAX .. .... 38 1/16° 26 3/8" „D„ D . . It so 17 13/16 C W 9" MAX 00 0 "All 3 1/4"— k ` SERIES 9050 THERMALLY BROKEN ALUMINUM OUTS WING TERRACE DOOR WITH ADA SILL EXTERIOR VIEW i 7500 AMSTERDAM DR1DRIVEce. ®4�r ORLANDO,FL 32832 _ IN CORPORAT.ED 1kune�A07.4A1.8409 +: I; �r r, Put 407.431.01%.5 rvww.wltldooiidc,cojn SERIES 9050 THERMALLY BROKEN ALUMINUM OUTSWING TERRACE DOOR -- LMI "tie HARDWARE LAYOUTS l ,, , + , DRAWN: owo No. �• z ' TJH 08®01151 RB ,L''IISi R,/..' R'.E. •,+�1�r1,�c� o. 62�1�4 . SCALE hIT5 DATE 1 /09 10 sHEET10 OF 14 `0 RMSIONS 10 5/8" =FRAME WI®rH/R 23 TYP. REV DESCRIPTION DATE APPROVED 7 5/877 16X A PER DADE LETTER DATED MARCH 08, 2011 04%7/11 R.L. 8 REVISED PER MD COMMENTS 06/15/11 R.L. 9" MAX . 6 11/18" 24 D \@33X . _ NOTE: DIMENSIONS. MARKED WITH ARE CENTER OF K LEVER ACTIVATED GEAR BOX. ALL. OTHER 110 a/4" Z8 2 P. DIMENSIONS ARE- CENTER OF KEEPERS. . 97 3/4" »H„ D° 10" MAX 85 1/4" 4 --FRAME 6-E1014TI2 REQUIRED EUROGROOVE KEEPER LOCATION PER 10" MAX DOOR HEIGHT WITH STANDARD SILL: a 8 21 80" HIGH = A THRU G AND L 72 3 j4,i 84". HIGH =. A THRU G AND L i,F" 96" HIGH = A THRU H AND L 80 1/4" GEAR I30X 108" HIGH A THRU J AND L 120" HIGH A THRU L •••••• Sof, ••• .... •' ••:• 47 3/4" D . 25 MAX •• ••• • . . 3$ 1/11,"� •••••• • „Df: 24 ![IP. •••••• •• • 26 ja" fig„ D X .... .. • 009 • ...... . . . ••• 17 13/16" 9 / fr „ 4 9 MAX •• •• •• •• •••• ry • 00 0 SERIES 9050 THERMALLY BROKEN AL.T.NNU M OUTSWING TERRACE DOOR WITH STANDARD SILL EXr RIOR VIEW ° 7500 AMSTERDAM DRIVE ®or ORLANDO,FL 32632 ,7 t3: t rtr rr WC(: RPORA.'x' I� amonot407481.ti40o v e s AlV407AS1.0308 wwwmindoorinc,com `�1•+' r. SERIES 9050 THERMALLY BROKEN ALUMINUM OUTSWING TERRACE DOOR — LMI HARDWARE LAYOUTS r ; �.7 •r it 4 f �. r DRAwA1: DWQ N0. REV { �.• , Lwin. R7, It44ti�cd P. �, TJH 4509159 13 f �• Fllbricja sCALE NTS DATt 9 9 09 9 0 st �T - I OF 14 REVESIONS 3 27/64" REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MARCH 08, 2011 04/07/1.1 R.L. 9 1/16- 9 REVISED PER MD COMMENTS 06/15/11 R,L, . - 1/2" (DADA SILL A�gSEMSLY" 1 21/32" EXTRUMD ALUMINUM 6063-T6.090"THICK WITH POUR AND DEBRIDQE TI•IEFIMAL BREAK � 9/16„ 1 3/64” 47/64" . 13 STANDARD SILL COVER PLATE 1 19 64" $ 3/411 EXTRUDED ALUMINUM 6063-7-6,090-THIOK _ 4 17/32" 1/2" —� FRAME JAW ASSEMBLY 9 4 1LASS STOP 1.25- 2 5/32" EXTRUDED ALUMINUM 6063-T6.090"THICK EXTRUDED ALUMINUM 6063-T6.06'0°THICK - 1 35/64"� 1 1/32" .... @2FRAME HEAD& STANDARD ,� 12 �A���HEAt����/� SLATE �•• •....• . ..;. �--2 3/4„ SILL ASSEMBLY 2 3/4 �+ EXTRUDED ALUMINUM 6063-7EXTRUDED ALUMINUM 6063-TO,070"THICK f • � 6.090"THICK (g •;•• •• ••• -'TALL BOTTOM RAIL ••:.4 19/64' : ...: ASSEMBLY Ll1 29/32## EXTRUDED ALUMINUM 6063-7`6.090"THICK / „ —4.:.. 1 2 5a GLASS'87*0P 1.625N 00 ..;. 21/32" -¢ EXTRUDED ALU UII,I 8063-TB.080"THICK •• 1 a ADA BOTTOM RAIL 1/2" ADAPTER ASSEMBLY -T •• ••• • EXTRUDED ALUMINUM 6068.76,080"THICK �tl_�'s of '••• 5 3/16" 11 EURO FRAME GROOVE COVER � EXTRUDED ALUMINUM 6063-T6.050"THICK r��T 5 5/32" 1 2 3/4„ 7500 AMSTERt3AM DRIVM inDoor ORLANDO,FL 32832 1111~ •.I t'trtr INCORPORATED ua�wao7.a8f.8ana 1% r Paxs407AA1.ik50s www.windoorinc,com 4 STILE�95SEM�LY 2 3/4- -1 SERIES 9050 THERMALLY BROKEN ALUMINUM . OUTSWING TERRACE DOOR -- LM1 t.` EXTRUDED ALUMINUM 6063-76.090"THICK L:../7'QP&BOTTOM RAIL. COMPONENTS ASSEMBLY EXTRUDED ALUMINUM 6063-T6.090"THICK �� ,�` DRAWN; owc NO. REV y' (F ft :' Oar'•p p,Err }r TJH 08--01151 B Fopldq, No. f81 ' SCALE DATE SHEET . ( ' t, r i �. , .. NTS 1 1 09 10 12 OF 14 rrfr-ifrrttt ... REVISIONS REV DESCRIPTION DATE APPROVED e1 'A PER DADE LETTER DATED MARCH 08, 2011 04/07/11 R.L. 7/32`} B REVISED PER MD COMMENTS 06/15/11 R.L. i REF. " 1/2" REF. .• a41 FILLER STRIP PVC 92 DUROMETER 11/32" ��7/6¢,� 2564" .. ���+� �� - . .,• �. • 39 LTRUT COVER OS 0,03 EXTRUDED 6063-T'6.090"THICK •••• • • 51/64" a00 38 " 19 32" Look have# 64 " . ...••• •• • / / O."" � -�•� 17/64" ...... •.: ..`_�;.. 5/54" �. !_� (REF.) I t- • 15/64 u- (REF.) ..: ... � •••e •• • • • -,3T • • • • • 499171F1m STRUT' 5/64 15/64SINGLE �I Aa� on ..•�.. •: 6A, .. .. AOLYMIDE 66 SI�I�LE l�.iy i7r�c�Y��i�+�� OJT pll 77 9 "��t 9E19' • T 1 .. .. 48 f�IPDIrI STRUT _. ........N......,....� ....,..._....... .. 1 ;}• TENSILE ST �g38t?P31 .. .. ... ... POLYMIDE S5 ALUMINUMALLOY.015"THICK Nivehraom• • �� •• :• T 0 •• TENSILE STRENGTH MIN.:10,890 PSI SYHELMA �7ap - '- d, fl�'P> Vt ":" 1 .. .:. 17/64,• 4oakstvcl �r}�s> .. . REF. 3/$" 17/64" "O.�Oa 0, 0 a 2- / soE .. .. REF. 37/64 REF. 2 4" � l (REF.) �� (REF.) � (a�°a yi}000voe� . 0 7/S REI:. �~--T 1 "W-4.4 @ FLEX COEX ^� DOUBLE IGU AIR SPACER 0.04 BOT TOM SWEEP 37 SPO NCIE SEAL ALUMINUMALLOY.015"THICK EUr� ?C�f�'C?©VE dCEI PE►�S RIGID PNC.050"THICK EDPM BY HELIWA 23 75Q0 AMSTERDAM DRWE 9/32„ winDoor ORLAPdI 30,FL 32832 REI". Y 21/64- INCORPOPLATELt Mow ao7.4ssJ1bao REF. 1764" r �amaal.osns vnvw.windoorinccoin f 33/64" REF. SERIES 8050 THERMALLY BROKEN ALUMINUM tr r 1 REF, ---- i A" OUTSWING TERRACE DOOR - LMI f 35 STILE& RSA FLANGE I COMPONENTS t WEATHERSTRIP 36 7"�p& ,�®T-7'pfl� � N HAIL WEATHERSTRIP DWO No. REV: t TJhI 08-01151 �orlf'iqg'�+10 �62 F`1 � SCALE- DATE SHEET NO'S 11 09 10 13 OF 14 {' � �' t`��� . _. `r`'rrrttrtflitl', REVISIONS REV DESCRIPTION DATE AppROVEfl 3/32" A PER RADE LETTER DATED MARCH 08, 2011 09(07/11 R.L. 6 REVISED PER MD COMMENTS 06/15/11 R.L. 7/8" f � 2 15/32" f� � 13/16,• � 2 11 16" O .. -- Q / � 0280--a (f10SbOTYP, pox #T316�AAC9 5 13/16" -00 00,405 i TYP, L� �flG �L��� 1r" 17 23/64» 0000 {� • • 0000 0000 0000•• •• •• • 0000• • • 14 7/8" 2 13/1,6:• •. • •••i ��� OUT•SW ING DOOR GIE88E HINGE BOM 00.00 •• • ; •:••• (� S 93/16" �� 1, HEIGHT ADJUSTMENT PLATE 0. 00 •0 •0 0.0.0 2. GRUB SCREW FOR WING RAISING 0.0. 0 3. #10 x 2" TEK SCREW ' I 0 •..:. ® 4. CAP 0 5. FM HINGE PART 0.00• .. . ... 6. FIXING PLATE FOR FM HINGE 0 • t 7. FIXING SCREWS M6 x 12STRIKEPLAT, 8.. ECCENTRIC BUSHING y 9. BEARING �,,x "'•� 10. PIN 11. PLATE FOR MX HINGE FIXING 12. MX HINGE PART 14. GRUB SCREW FOR PIN LOCKING 41a= ASH XXL GIESSE DOOR HINGE 14. GRUB SCREW FOR BUSHING BLOCKING FIL� nis 15. PRELOAD PLATE 7500 AMMRDAM DRIVE i O 00r ORLANDO,FL 32892 BJ�3 `d18D !� �wwCGPha,u407ASIA400 11h as 1I71ILHaai407.IArAl% www.wlndooxInc,com � Cl. d Ale N 2�� 1! SERIES 9050 THERMALLY 'BROKEN ALUMINUM 'uce ''� t is f RAUi OUTSWING TERRACE DOOR -- LMI ��t'. ' COMPONENTS ' 18 L1l�L�f:Tl�lA7'`�f�OEAI�SOX � .�.v � or ,tv�t, Dwa too. o. REv t: }', TJH 08-01151 g' Lu1$(. om�rs I�.� filotfhl-�I�OT 6251,4 SCALE QATE SHEET j` l _ NTS 19 09 10 t 4 OF 14 t {+ . ,,1 r 4 ` MIAMI-LaAIE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION I DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.mlamidade.gov/yera/ WinDoor,Incorporated 7500 Amsterdam drive Ifffil Orlando,Florida,32832 SCOPE: / This NOA is being issued under the applicable rules regulationsso5;Zg the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-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. PERA 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 118100"Aluminum Sliding Glass Door W/WO Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No. 08-00875,titled"8100 Series LMI:Reinforced&Non-reinforced", sheets 1 through 26 of 26,prepared by manufacturer,dated 10/13/09 and last revised on 03/01/2011,signed and sealed by Luis R.Lomas,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 Limitations: 1. 3-1/2"sill riser item#36(shects 1 thru 7)is limited to positive(exterior)Dp=+100 PSF,item#37(4- 1/2")sill riser to be used above+100 psf. 2. Two(2)anchors at each anchor location shown in sheets 8&9 at head,sill and jambs,except one(1) anchor at each pocket(hook-strips jamb)required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herei RENEWAL of this NOA shall be considered after a renewal application has been filed an ee _A ri@; & change in the applicable building code negatively affecting the performance of this produc ; TERMINATION of this NOA will occur after the expiration date or if there has been a revisiotd or ch&r"ge in the process.p p , materials,use,and/or manufacture of the rod or .Misuse of this NOA as an endorsemen't of an y product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to gomply, with any section of this NOA shall be cause for termination and removal of NOA. u ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and fo y 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##10-0209.12 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 12-0130.13 MigMFOMECOUNT r Expiration Date:March 31,2016 Approval Date:April 19,2012 Page 1 WinDoor,Incorporated • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file# 10-0209.12) 2. Drawing No.08-00875,titled"8100 Series LMI:Reinforced&Non-reinforced",sheets 1 through 26 of 26,prepared by manufacturer,dated 10/13/09 and last revised on 03/01/2011, signed and sealed by Luis R.Lomas,P.E. Note:This revision consists of FBC 2010 update only. B. TESTS (transferred from file# 10-0209.12) 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 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass, prepared by National Certified Testing Laboratories Inc,Test Report No. NCTL-210-3573-3 dated 07/31/09 and revised and reissued on 12/16/10 and NCTL-210-3573-4 dated 07/30/09 and revised and reissued on 12/16/10,both signed&sealed by Gerald J,Ferrara,P.E. (Note:This test reports have addendum letters dated 08/03/10&11/29/10, issued by National Certified Testing Laboratories Inc.,both signed&sealed by Gerald J,Ferrara, P.E.) C. CALCULATIONS 1. Statement letter of conformance to FBC 2010, dated January 19,2012,prepared, signed and sealed by Luis R.Lomas, P.E. 2. Anchor verification calculations, structural& comparative analysis,complying with FBC- 2007,dated 02/03/10 and last revised on 09/02/10,prepared,signed and sealed by Luis R. Lomas,P.E. (transferred from file# 10-0209.12). 3. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours& Co.,Inc. for their"DuPont Sentry Glass®Plus", expiring on 01/14/17. 2. Notice of Acceptance No. 08-1224.04 issued to Solutia,for"Saflex Composite glass interlayer w/PET core", expiring on 12/11/2013. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and"No financial interest", dated 01/19/12, prepared,signed and sealed by Luis R.Lomas,P.E. 2. Statement letters of conformance to FBC 2007 and"No financial interest".,both dated Jan 02,2010, signed and sealed by Luis R. Lomas,P.E.(transferred from file# 10-0209.12) 3. Test lab compliance statement,part of the above referenced reports. 4. Statement addendum letters dated 08/0/10 & 11/29/10, issued by National Certified Testing Laboratories Inc., signed&sealed by Gerald J,Ferrara,P.E. G. OTHER 1. This NOA revises NOA# 10-0209.12, expiring on March 31, 2016. 2 Test Proposals#08-0955B (consolidated)dated Jan 15,2 09,app ovecl by BCCO. 14haq I.Chanda,P.E. Product Control Examiner NOA No 12-0130.13 Expiration Date:March 31,2016 Approval Date: April 19,2012 E-1 r • ' 286 1/2" OVERALL TESTED FRAME WIDTH REWSiONS 48" MAX. NOMINAL 40" MAX. REV DESCRIPTION GATE APPROVED PANEL WIDTH D.L.O. WIDTH A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. T REINF. REINF. B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. RE1NF. I� 5 120 MAX. FRAME 16 1� NOTES: HEIGHT 118 7/16" 4 R POCKET WALL I� 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED MAX. PANEL UNDER { TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. HEIGHT SEPARATE If 2) WOOD FRAMING/l X OR 2X SUCK, 20 GA. 2X WOOD BACKED STEE APPROVAL. TO STUD OR MASONRY/CONCRETE OPENING TO BE DESIGNED AND 108 21/32" X X X X X X BE REVIEWED II ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. MAX. D.L.O. BY AHJ. 1 WOOD FRAMING/l X OR 2X BUCK, 20 GA, 2X WOOD BACKED STEE HEIGHT STUD OR MASONRY/CONCRETE OPENING IS THE RESPONSIBILITY O II THE ARCHITECT OR ENGINEER OF RECORD. �1 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE 13 1 DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION II FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. . • 4) FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T6 .075" THICK. 6" TO I �— 8100 SERFS 4'0 X xD'0 LMI SOD PANEL MATERIAL: EXTRUDED ALUMINUM 6063—•T6 .080" THICK. WEEP SLOT 5) UNITS MUST BE GLAZED WITH LARGE MISSILE IMPACT SIS! LE WEEP SLOT 1 x .1875" TYPICAL ELEVATION EXTERIOR VIEW LAMINATED OR INSULATED LAMINATED GLASS AS SHOW INe " TYP. LOCATED AT ALL (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS GLAZING DETAILS ON SHEETS 11 AND 12, PER.ASTM X1'300-04.•• :• VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL 6) APPROVED IMPACT PROTECTIVE SYSTEM 15••Ugl• E I D FOR ••• % SIZE AND USE VERTICAL CONDITIONS AS SHOWN. THIS PRODUCT IN AREAS WHERE WIND B•R•••• EBRIS P OTECTION 1 A 6 1 6 IS REQUIRED. •.. .. NON-REINFOFICED WITH SILL RISER ITEM#35 7) APPROVED TO BE INSTALLED ON A 2 TRPst�l(•3 TRAI*K•p*p 4 .•. .• DESIGN PRESSURE RATING IMPACT RATING TRACK FRAME SYSTEM WITH OR WITHOUT 06KETS. • ....... . . ... *70PSF LARGE .. .. .. .. ... .. MISSILE IMPACT •••••• • 8100 SERIES 410 x 1010 LMI NON-REINFORCED SOD FOR ADDITIONAL SIZES SEE CHARTS SHEET 7 ••• •• • 2TRACKLAYOUT •• •�� • .. . F PANEL HEIGHT AND D.L.Q.' ",-0 A. REINFORCED WPTH SILL RISER ITEMS#36 AND#37 PANEL HEIGHT = UNIT HEIMW 3 DESIGN PRESSURE RATING IMPACT RATING MAXIMUM D.L.O. HEIGHT = PANSIEI �-� LARGE jag L.O. WIDTH = NOMINAL PANEL 'INID, /2 11OPSF "ar MISSILE IMPACT 0, Nei FOR ADDITIONAL SIZES SEE CHARTS SHEET 7 �* 8100 SERIES 4'0 x 10'0 LMI REINFORCED SGD f : 2 TRACK LAYOUT 1 L TABLE OF CONTENTS SHEET NO. DESCRIPTION • 7500AMSTBRDAMDFtIVL TinD oo ORLANDO,FI,32832 1 -- 6 ELEVATIONS, HORIZONTAL CROSS SECTIONS AND NOTES INCC7RPURA'MD Pho•a,407.9et.eaoo 7 DESIGN PRESSURE CHARTS re•,aorAeiosas www.wlndoosincwm 8 — 10 ANCHORING LAYOUT, NOTES AND DETAILS 8100 SERIES LMI V.1 11 — 12 BILL OF MATERIALS AND GLAZING DETAILS • REINFORCED & NON--REINFORCED • t 4 0 x 10'0 PANEL, 2TRACK ELEVATIONS 13 — 19 CROSS SECTIONS ~ . J oRAwN: DwO NO. AEV, Lill sl�'R',t 1<bllma� P.�. 20 — 23 INSTALLATION DETAILS TJH 08.00875 B F a���I�i•X1,0,,'fi��1•�4 24 — 26 COMPONENTS SCALE NTS I GA-M 1 )/13409 SHAT 1 OF 28A1116 ,'rl�f1f11t1f11S' ` • , ' r REVISIONS REV DESCRIP71ON DATE: APPROVED A PER DADE LETTER DATED MAY 06,'2010 05/12/10 R.L. 8 PER LETTERS DATED 9/28 &-11/23 2010 12/09/10 R,L, 358 1/2" OVERALL TESTED FRAME WIDTH 60" MAX. NOMINAL 52" MAX. PANEL WIDTH D.L,O, WIDTH REINF. I A I REINF. REINF. 98" MAX. / / f / �/ / FRAME HEIGHT 96 7j16" F J 6 MAX. PANEL 1 4r » 4f HEIGHT x X X XR X X POCKET WALL 86 21/32" 6 UNDER MAX. D.L,O. SEPARATE HEIGHT / APPROVAL. TO �I BE REVIEWED I 11 � BY AHJ. . • •.•• •• •• 6" TO WEEP SLOT 8100 SERIES 5'0 x 8'2 LM1 SGD •. •• •• WEEP SLOT I" x .1875" TYPICAL ELEVATION EXTERIOR VIEW •••• •• • ' TYP. LOCATED AT ALL •o �• • (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS ...... VERTICAL CENTER LINES .. APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL ' SIZE AND USE VERTICAL CONDITIONS AS SHOWN. :00:6: .• .. ••• 3 .. . ... 8100 SERIES 5'0 x 8'2 LM1 NON-REINFORCED SGD 8100 SERIES 5'0 x 82 I.M1 REINFORCED SGD 2 TRACK LAYOUT , 2 TRACK LAYOUT NON-REINFORCED WITH SILL RISER ITEM#35 �A"` +3 REINFORCED WITH BILL RISER ITEMS#36 AND#37 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING G LARGE RGE 00PSF MISSILE IMPACT > �i 1OPSF MISSILE IMPACT FOR ADDITIONAL SIZES SEE CHARTS SHEET 7 FOR ADDITIONAL SIZES SEE CHARTS SHEET 7 REINFORCED WITH BILL RISER ITEMS#36 AND#37 WinD oor 7500 AMS 'ERDAMbA1VB ORLANDO,FL 32832 [.� � INCORPORATED Phouct F�4D745.1=5� vrwwrvindoorinc.comt,empbkg with fm pANE� HEIGHT ANDD.L.O. FOR ULA per, la 8900 SERIES LMI �v I l,ttPANEL HEIGHT = UNIT HEIGHT — 1 9/16" NOAlt . � REINFORCED & NON—REINFORCEDMAXIMUM D.L.O. HEIGHT PANEL HEIGHT --- 9 1/2" � KRA�Ir factOt;l1fro5 0 x 8 2 PANEL 2TRACK ELEVATIONSD.L.O. WIDTH NOMINAL PANEL WIDTH — 9 1/2" a g�.fi , `Y� kuDRAwNo owc No. REVTJH 08--00875 g ,l i�.<!iLc�t�as�"P.E.;$MENTS DATE 90 93/09 sHEET2 OF 26 ` r REVISIONS REV DESCRIPTION DATE APPROVED 290 3/8" OVERALL TESTED FRAME WIDTH A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. 48" MAX. NOMINAL 40" MAX. 8 PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. PANE WIDTH D.L.O. WIDTH 71 REINF. REINF. 120" MAX. REINF. FRAME HEIGHT 118 7/16" MAX. PANEL HEIGHT g 108 21/32" O O X 6 X X X MAX. D.L.O. HEIGHT 1 ;E 1 .... 40000• • oo 6" TO 8100 SERIES 4'0 x 10'0 LMI SQD •••• "' '• WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW """ °° °° • (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS WEEP SLOT 1" x ALL • TYP. LOCATED AT ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL "" °° • SIZE AND USE VERTICAL CONDITIONS AS SHOWN. VERTICAL CENTER LINES • 7 °... rul) Q . . E . . .. 4 1 1 6 18 18 1 1 8 °• • .. .. .. . . •.• so 8100 SERIES 4'0 x 10'0 I.M1 NON-REINFORCED SAD 48 HEAD 8100 SERIES 4'0 x 10'0 W1 REINFORCED SQD 48 HEAD _ 3 TRA CkLAYOU T 3 TRACKLAYOUT 49 SILL 49 SILL r" JP* "'ift tIk i subsims owe NON-REINFORCED WITH SILL ITEM#35 REINFORCED WITH SILL RISER ITEMS#36 AND#37 Pts l DESIGN PRESSURE RATING IMPACT RATING Q DE81ON PRESSURE RATING 1MPACTRATING & *MOM 0* �tTOPSF LARGE ( 110PSF LARGE MISSILE IMPACT MISSILE IMPACT FOR ADDITIONAL SIZES SEE CHARTS SHEET 7 FOR ADDITIONAL SIZES SEE CHARTS SHEET 7 7500 AMSTERDAM DRIVE '�inDoor ORLANDO,PL 32632 TA3CORPCIRATTLD It 407ASIIM wwwmtldoozdnc.corn 1411�1t OYCIi!!6 complying withtitQ 14Florida 111( .. r3 / / 8100 SERIES LMI IvpA1Lw , REINFORCED & NON—REINFORCED Miami Dude 1Rtxiu t;ontlnl 4'0 x 10'0 3TRACK ELEVATIONS uy &t � DRAWN: OWO NO. RLV '.LufsI,v)I ullbas, PP,.E: TJH 08-00875 8 ` Fldri qQ C'25;14 SCALE DATE1-3/09SFIEE7 NTS 10 3 OF 26 J'�1lftfflr4ltltttt REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. 362 3/8" OVERALL TESTED FRAME WIDTH 60" MAX. NOMINAL 52" MAX, PANEL WIDTH D.L.O. WIDTH fREINF. REINF. 96 7/16- MAX. EL vi 51 HEIGHT / 4• II► 4./ 5 �■ 98" MAX. 86 21/32" O O X 6 X X X FRAME MAX. D.L.Q. HEIGHT HEIGHT / 19 0 I 1 I f l - •••• $� TO .... ... .. 6 8100 SERIES 5'0 x 8'2 LINA SGD '••' *ego • WEEP SLOT TYPICAL ELEVATION BxT'ERIOR VIEW WEEP SLOT l" x .1875,A.- •• "' ' (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED AT ALL--:-- 0: ' APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINLSo o •• '• SIZE AND USE VERTICAL CONDITIONS AS SHOWN. •'•o ' °' ° ...... • 00 . . •ooQv . • 481 SERIES 5'0 x 82 LMI NON-REINFORCED SGD 48 HEAD 8100 SERIES 5'0 x 8'2 LMI REINFORCED SGD 48 HEAD 3 TRACKLAYOUT q g SILL 3 TRACKLAYO(IT 49 SILL 1iCY NON-REINFORCED WITH SILL RISER ITEM#35 REINFORCED WITH SILL RISER ITEMS#36 AND#31 FhzmMilli the ftmw DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING Aaw- pommI . LARGE ori ioPSF LAR0E 70PSF MISSILE IMPACT MISSILE IMPACT FOR ADDITIONAL SIZES SEE CHARTS SHEET 7 FOR ADDITIONAL SIZES SEE CHARTS SHEET 7 7500 AMSTERDAM DRIVE W nDoor ORLANDO,PL 32832 tt+t j'�,i INCORPORATED rnflrm48?A9I w hilprovedascomplyingwrllltll� s�"smastosos wwwwindoorinc.cam +t• PtorldaBerldln uti 8900 SERIES LM{ note ` � � •I`I+t gip```. Nona REINFORCED & NON--REINFORCED O�/,1 Mtatnt DadeYlwtl ct vnt►wI 5'O x 8'2 3TRACK ELEVATIONS t'' ny •:`�^ -. •- �'� G DRAWN: DWO NO. ttEV . •tau`ts �.I/E'Iu�n�� P�Ea. ; TSH 08-00875 B iol;la � tP,la 62511 A, SCALE NTS DATE 10 13 09 SHEET 4 OF 26 `,•o ,r/�rf(ritf�tiltlttt��i A REVISIONS ---- �- 286 25/32" OVERALL TESTED FRAME WIDTH REV DESCRIPTION DATE APPROVED 46" MAX, NOMINAL 40" MAX. A PER DADE LETTER GATED MAY 06, 2010 05/12/10 R.L. PANEL WIDTH D.L.O. WIDTH B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. REINF. � REINF. 120"RAME X. REINF, / HEIGHT 118 7/16" MAX. PANEL HEIGHT % L 108 21/32" Q d X 1 X / X 6 X MAX. D.L.O. HEIGHT goes •.... 6" TO 8100 SERIES 4'0 x 10'0 LMI SGA • • . . .. :. WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW •..• : ..• (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS WEEP SLOT 1 x ALL • TYP, LOCATED AT ALL ••••• •' '• APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES 00000: ' SIZE AND USE VERTICAL CONDITIONS AS SHOWN. •• • LAE R BB g 1 ...... .. • •..•.• • • • • . • ••..•• • • . . • •• • 8100 SERIES 4'0 x 10'0 LMI NON-REINFORCED SGD 48 HEAD 8100 SERIES 4'0 x 10'0 LMI REINFORCED SGD 48 HEAD 4 TRACKLAYOUT 49 SILL rfi�9lucl aLvine �I.TRACKLAYOUT 49 SILL +� the B4esidr. NON-REINFORCED WITH SILL RISER ITEM#35 REINFORCED WITH SILL RISER ITEMS#36 AND#37 wiM DESIGN PRESSURE DATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING t70PSF LARGE �110ASF LARGE . MISSILE IMPACT MISSILE IMPACT FOR ADDITIONAL SIZES SEE CHARTS SHEET 7 FOR ADDITIONAL-SIZES SEE CHARTS SHEET 7 MnDoor 7500 AMSTERDAM DRIVE+OaT,ANDO,1�L 32832 'witi wmtroved us mpt Ing*it%the INCORPORATEx? Paam40.44614 s� www.wlndoo0nccom .� �)�' Gate ,� / 8100 SERIES LMI NC?AN REINFORCED & NON.—REINFORCED Miami Ade Prnducf aqua • I , 4'0 x 10'0 4TRACK ELEVATIONS OWN: oWO No. REV ` • I'I/ TJH 08.00875 g FI�ot�as ,E.; (©t-I�4llds+�4. ,�2�-14: SCALE NTS onr� 10 13/09 SHHET5 OF 26 IV REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. 358 3/4" OVERALL TESTED FRAME WIDTH 6 MAX. NOMINAL 52" MAX. PANEL WIDTH D.L.O. WIDTH 9P I , REINF. I REINF. %% 96 7/16. REINF. MAX, PANEL 4 HEIGHT * L iL ♦ + 98" MAX. 86 21/32" O Q X X X X FRAME MAX. D.L.O. 6 HEIGHT HEIGHT i i r i r r I Ic 6" TO I 8100 SERIES 5'0 x 82 LMI SGD "" "' WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW • WEEP SL07 1".Y..1.$75" •.: .. :. (6) PANELS SHOWN. UNLIMITED NUMBER Of PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED NT.t" • APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTEV.�JNES SIZE AND USE VERTICAL CONDITIONS AS SHOWN. L ... •• 5 5 5 7 1 • .. .. .. .. .. • • . . .. .. . see •. . . ... •. 8100 SERIES 5'0 x 82LMI NON-REINFORCED SGD 48 HEAD ~urw e6v9sw 8100 SERIES 5'0 x 82 LMI REINFORCED SGD 48 HEAD 4 TRACK LAYOUT 49 SILL 00.4 vloiberw IMb 4 TRACK LAYOUT 49 SILL NONREINFORCED WITH SILL RISER ITEM#35 I 3 REINFORCED WITH SILL RISER ITEMS 06 AND#37 DESIGN PRESSURE RATING IMPACT RATING dwI" DESIGN PRESSURE RATING IMPACT RATING �70PSF LARGE rtr � � 11 OPSF LARGE MISSILE IMPACT MISSILE IMPACT FOR ADDITIONAL SIZES SEE CHARTS SHEET 7 FOR ADDITIONAL SIZES SEE CHARTS SHEET 7 7500 AMSTERDAM DRIVE wit000r ORLANDO,FL 32832 0ell.' Oki Approved as complying with tk* FAm 407ASIMS www windoorinc.cora ,' Florida Bu?dl G e lute 8100 SERIES LMI REINFORCED & NON—REINFORCED M#urntUudaPro ucfCont: 5'0 x 8`2 PANELS 4TRACK ELEVATIONS DRAWN: DWG No. REV• r:''.I {11 Is Lomas -Pl.r: TJH 08-00875 B ' -1 ,,(dQ, k`'I�, SCALE NTS DATE 10 1x/09 SHEET 6 OF 26 � t, <<�<<<,< s, ti.. ���rrrrriliitiilt+� t REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. 8 PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L, NON-REINFORCED UNITS (GLAZING TYPES E, F G, HI !& J) REINFORCED UNITS(GLAZING TYPES A, B, C& Q) Maximum design pressure capacity chart(PSF) Maximum design pressure capacity chart(PSPj 8900 Series Aluminum LMI Non-Reinforced SDD with 1314"Slit Risar,Item 33 and 2T Retro Slit,item 70 8900 SerlesAluminum LMI Reinforced S©D mlth 3"SNI Rtser,Item 3$&2TRetro Sill,Item 70 0000.:.:._.. . .:........... ....:.. : 0000.... Single Panel Width(In) Singie Panel Wdth(in) 0000 .. 0000.•0000-. ......r..... ::00:00.: :0000:000:0: ... ...: 0000. . . .. _. . • He ..:.. .::...... •:.•;•:.:.: .�..:.:.; :::.•:.:: ... --�•=�::: •::••0000:-. a=.�;•=.; •:::::::�:. t 0000 Pos .. 0000 :-:�:::;:;•: : ::_0000 . .:.>::.. .. a4. . .. 0000 o.......... .. ..... ... .... . ....... � .. o..._.. . ..,30..:......:. .::........3s.o 0000. .... .�a��o........ ...:. .4r�.�.�........ ..........eao-:.:::::....:.;. .:>.eo.o........ Hel�lt . . . 2�.a....... . ...:...>:etao.:•�:.:::: ::-::;�:::��.o...:..;;•.. .:.. 4aa;:°:•� ;�:;:.::-•:4s{a::�•.•.• .:.•.:.:t�au:::�::=�:::, .:::.: :eva::.�::-:::�: (in) N Pas Neg Pos Meg Pos Nag Pos Nag Pos Nag Pos Nag (in) Poe Neg Pos Neg Fos Nag Poo Nag Poo Nag Pas Neg Pos Nag 46.0 100.0 45.0 100.0 45.0 100.0 45.0 100.0 463 100.0 4 .0 9 .8 45.0 96.2 ':811;0:= 803 1503 80.0 160,0 80,0 60.0 80.0 1603 803 160.0 80.0 960.0 80. 149.8 84;0,:::: 48,0 100.0 46.0 100.0 46.0 100.0 46.0 100.0 46.0 100.0 45.0 92.8 45.0 88.1 ::::84,0.-,-.-.-; 80.0 150.0 80.0 160.0 80.0 160.0 80.0 160.0 803 160.0 -'IT.0 146.8 80, 38.6 ;'.�8:0>•:::: 463 100,0 45.0 100.0 4 .0 1003 45.0 100.0 46.0 9 .3 46.0 78.7 46.0 72.1 :;:.98:0:::. 80.0 160.0 80.0 160,0 80.0 160.0 80.0 150.0 80.0 146.7 80,0 120.6 80.0 993.3 :0:::: • 45.0 100.0 46,0 100.0 46.0 100,0 45.0 99.7 46.0 90.6 45.0 74.6 46.0 70.0 =:2:98:0:;: 80.0 60.0 80.0 150.0 80.0 160.0 80.0 160.0 803 42.7 80.0 117.1 80,0 10.0 45.0 '100.0 45.0 100.0 46.0 99.8 46.0 88.3 463 80.0 - - - - ;_.408;0::; 80.0 160.0 8 .0 1603 80.0 160.0 80.0 138.7 80,0 925.7 - - - - :::914.Q::: 46.0 100.0 46.0 100.0 46.0 93.3 45.0 82.6 46.0 74.7 - - - ::.T94:d` 80.0 160.0 80.0 160,0 80.0 148,7 80.0 129.8 80.0 117.3 - - - 1::;18Q,0:: 46.0 100.0 46.0 100.0 6.0 87.8 46.0 77.6 46.0 70.0 - - - - ::920:0:>.; 80,0 160.0 80.0 160.0 80.0 1 138.0 80.0 1217'70-.0 -1-100 Maximum design presstr ity chart(PSF) Maximum design pressure capacity chart(PSF) ` 8900 Series Aluminum LMI Non-Reinforced SGD wlf 9/4" 111 Riser,Item 34 8 2T Retro 8111,Item 70 8900 SerlesAluminum LMI Reinforced SOD with 3 912"3111 Riser,Item 38&2T Retro Sill,Item 70 Single dt Single Panel Width(1n) •••• :0:•000.. :....:...... ._......: .. :00::0:0:::•.. ::-: : ::0.0.00. 00:0:0.: :., :0000. 0:000... ........ .........: 0000 : 0000 .. 0000 . ..-.. 0000 0000 . 0.000 . . 0000 000,0.. -•:0:•000,.. ::••.:::::... 000:0. . �...:::... � .•-:-0000-::.:::.. ;..-,...;: 0000,. 0000•--:. ,0000 _ . .. ..... . .. ......... ........ ::::::•:.;, .::.:•:.• Het ht . .. 00: 00 . 0000. . o. ... -.: ::..:. . 0000.•. •0000::.:. :.::..:•::.: ..::..:::. 0 :000:.-.:._: Hel ht :•.-::•..24- •:.:.:::•:••• •.::•��.30.0-.....•.. ..•....28.0.::...:-.. �:.::�:::•42� _.... .... . .. .. 4 _ ...::, -0000.�.84. :•.. :.:.:_...ee�r.•.:.. .: g 8 .8. 8 .11,t1..... . 0000 . •.. ;:. ,0000. ......... .. 0000. . 0000 . .. . .. . .. Pos Neg Pas Neg P s e Pas Ne Pos Ne Pos Neg {in) Pos Neg Pos Ne Pas Nag. Pos Neg Pos Neg Pas !$@ Pos 8teg • 130.0 100.0 80,0 1003 80.0 10�.00 80.0 100. 80.0 100.Q 80,0 99.8 80.0 95.2 ::;::80 0--;: 100.0 160.0 100.0 150.0 100.0 160.0 100.0 60.0 100.0 160.0 100.0 100.0 1 .6 • 6 .0 100.0 80.0 100.0 8 . .0 80.0 100.0 80,0 82.8 60.0 88.1 :;:<84.P.. 100.0 150.0 100.0 160.0 100,0 150.0 100.0 160.0 100.0 160.0 100.0 14 .8 '100. 1 8.6 •; 80.0 100.0 80.0 100.0 80.0 1003 600 100.0 80.0 83.3 60.0 78.7 60.0 72.1 .::Q8:0>;: 100.0 1SOA 100.0 150.0 100.0 160,0 100.0 160.0 100.0 148.7 1003 A 5 100.tj '1,33 ... 98:Q: 60.0 100.0 60.0 100.0 60.0 100.0 60.0 99.7 60.0 90.8 60.0 74.5 60.0 70.0 ::::$t:bl`: 100.0 150.0 1003 150.0 100.0 1603 100.0 150.0 100.0 .7 100.0 T010 100.0 1140 .+ 80. -100.0. 60.0 100.0 60.0 89.8 60.0 88.3 80.0 80.0 - - - - :::...08:4::: 100. 150.0 100.0 60.0 100.0 160.0 100,0 138.7 100.0 126.7 00:00. •• •• •• 603 100.0 60.0 100.0 60.0 93.3 80.0 82.8 80.0 74.7 - - - - :•:•194:0.::: 100.0 150.0 100.0 160.0 1003 148.7 100.0 129.8 100.0 I 7.3 - ••••• - •- . 60.0 100.0 80.0 100.0 80,0 87.8 80.0 77.8 80.0 70.0 - - - - 920.0:: 100.0 160.0 100.0 160.0 100.0 138.0 100.0 121.9 100.0 110.0 - - - •• •• 0 ..s. Maximum deaWn pressure capacity chart(PSF) Maximum dedgn pressure capacity chart(PSFJ ' ' • 8900 SerlesAluminum LMI Non-Reinforced S©D m/fh 3"Sill Riser,Ifem 35 8 2TRetro Sill,Item 70 8900 Series Aluminum LMI Reinforced SOD mlfh 4 9/4"Sill Riser,Item 37 0 • Single Panel Width(in) Single Panel Wdth(in) : 0:00::0..:: •::::•:.: :: :;:. :. .::.. ..::.�•:--: :•0000:.: ... :... :......... 0000.:-: . :..:.: 0 :000..: . :..� ...:... .:. .:.• 0:000 0000 ... .::•. . ....... . :::.�::::>: :::�-:� :•: �:::::-:�: .. _0000 -- •: 0:: :0.00.. 0000.-... - • ::�;F:•: :: :�::.::;::: -:-:::::•:: ::�•:::::• 0000. Het ht .. ...:.24. 0.000.. ... 0 0000. ......42. . . ... ..-. .•• :•::•'�:.:.:: ::-:. .:540•:>: .;.- � .,�:.:::.; Height ..::,.•....7A.o........... .....•... 30..0:..•:...:.. .:,....:.:.:88.0.....:...:., . ...•.:q•2.0:-:::�.:.::- ::-:::.:�.48.0.:••:•:::.... .:..:.,.:.:,�.0•:..::,..:.:::::..:.::80.0. .. g 0000 ... 0 •... . ....::.�.�0:. ... . ....:...,��.0.0000. .0.. ..4.8:t1. :..- ... 0000.. . 90. (in) Pos Neg Pos Ne Pos Neg Pos Nag Pos N Pos Neg Pos Neg (In) Pos Ne Pos Neg Pos Neg Pas Neg Pos Neg Pos N Pos Neg 80,0 1fl .0. 80.0 00.0 0.0 00.0 80.0 00.0 80.0 400.0 80.0 9.8 80.0 95.2 ;:80.Oi' 126.3 '160.0 126.3 160.0 126.3 160.0 126.3 50.0 126.3 160.0 125.3 150.0 126.3 149.6 80.0 1003 803 100.0 80,0 100.0 80.0 100.0 80.0 100.0 80.0 92.8 80.0 88.1 :;04.0>:;: 126.3 160.0 126.3 180.0 126.3 160.0 126.3 160.0 125.3 160.0 126.3 1+46,8 126.3 138.6 80.0 100.0 0.0 100.0 80.0 r933.3 80.0 100.0 80.0 93.3 76.7 76.7 72.1 72. :`:i9$:O': 126,3 150.0 126.3 160.0 125.3 160.0 126.3 160.0 126.3 146.7 1 0.6 20.6 113,3 113.3 .0 100.0 80.0 00,0 80.0 80.0 98.7 80.0 90.8 74.5 74.5 70:0 70.0 ;>;:98.0.:;: 128.3 150.0 126.3 160,0 126.3 150.0 128.3 16fl.0 125.3 142.7 117,1 117.1 110.0 110.0 80.0 100.0 -to.-0 10 ,0 80.0 80.0 88.3 80.0 80.0 - - - - ..-9'08:0::: 126.3 160.0 125,3 160.0 126.3 150.0 126.3 138.7 126.3 126.7 - - - - 0.0 100,0 80.0 10 .0 80.0 80.0 2.8 74.7 74.7 - - - - ::: 44:0 125.3 160.0 126.3 1603 125.3 146.7 125.3 129.8 117.3 117.3 -80.0 100.0 80.0 100.0 80.0 77.8 7T.6 70.0 70.0 - - - - :.:.92Q;Q: 125,3 160.0 126.3 160.0 125.3 138.0 121.9 _121.9..1.110.0 110.0 - - - - • 7500 AMVEIRDAM DRIVE IrvADtl4'1r Yt W1nD00:r ORLANDO,PL 32832 , � v� l 1 Il'3COR'4RATEI7 AUKI Rm407ASISSUS www.windoorine.com ; '•'- _b1 .13 P.Y� Ili , "811 .1 IiuYA1 C e PANEL HEIGHT AN Q.L.Q. EQRMUILA AH�e 8100 SERIES LMI PANEL HEIGHT UNIT HEIGHT - 1 9/16" NOai` .i REINFORCED & NON-REINFORCED MAXIMUM O.L.O. HEIGHT PANEL HEIGHT - 9 1/2" Mtao'ibutlet'rZ I on.A DESIGN PRESSURE CHARTS D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" ayy s � X. r DRAWN: Dwo NO. REV ' TJH 09-00875 8 Luis fit. Lomas,P.E,. Florida No. .6�514 SCALE NTS DATE 10/13 09 SHEET OF 26 ` 6 SEE 12 ANCHOR SEE 12 ANCHOR SEE 12 ANCHOR SEE NOTE REVISIONS TYP. CLUSTER CLUSTER CLUSTER 8 SHT. 8 REV DESCRIPTION DATE APPROVED 6" MAX. TYPPANEL DETAIL SHT. 1Q D-_ •.,ETAIL SHT, 10 DETAIL SHT, 10 TYP. 6,' PANEL PANEL 6"„ MAX. A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. . .` , --- •-•� N TYP. B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. 6" MAX. T TYP, � 11" MAX.M 16" MAX. O.C. TYP. O,C. TYP. z z z ANCHORING NOTES: ` `— E E o a 1) ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE TWO ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS. m 0 0 U 120" 2) ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE ONE ANCHOR MAX, AT EACH LOCATION IN HOOK STRIP. SEE NOTE $ HEIGHT 3) FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED 8 -SH T. 8 v r- 1X NON—STRUCTURAL WOOD BUCK USE 1/4" ITW TAPCON WITH SUFFICIENT , i IE LENGTH TO ACHIEVE A 1 1/4 MINIMUM EMBEDMENT INTO SUBSTRATE WITH > SEE NOTE 2 1/2" MINIMUM EDGE DISTANCE AND 2 3/8" MINIMUM SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8 SHT. 8 4) FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 6" MAX, 6" MAX. GA. MINIMUM STEEL STUD USE #14 WOOD SCREW WITH SUFFICIENI;'CERIGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCA* •�• :• NP' NP' ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION VETAII.S. •'•. : • 000000 O. ••• •• 5} SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WIT.�I. OAD BEARING • 6" SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM • 00 4" MAX. NP SEE 12 ANCHOR SEE 12 ANCHOR SEE 12 ANCHOR 4" MAX. ALLOWABLE LOAD BEARING SHIM TO BE 1/4". '....• : 0.00 •• •• TYP. 6„ PANEL CLUSTER PANEL CLUSTER PANEL CLUSTER PANEL TYP. 6) ALL FASTENERS TO BE CORROSION RESISTANT. ••:••: •� : •'• n,P DETAIL SHT. 10 DETAIL SMT. 10 DETAIL SHT. 10 •• •• •• •• •• 7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORAq" WITH ANCHOR 4'0 . x 10'0 ANCHORING LAYOUT NON-"REINFORCED AND REINFORCED UNITS MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS:SHAD. NGT BE .. :. 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN USED IN SUBSTRATES WITH STRENGTHS LESS THAN THIS MItsVMUM $TREItIfuTH SPECIFIED BELOW: " A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 • NUMBER OFANCHOR LOCATIONS AT HOOKSTRIP B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 2,700 PSL •• • Height $Ingle panel Width(In) C. MASONRY -- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). In ( ) `24:0 ? 0 • .. 36.0 .... ,....:.. 4� •...:�t8.0�s `::;�`�:;���:> t1��:�:••::°: ; :':;:;.606:::::" : �`�.✓9+��y D. METAL FRAMING 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD 80:Oi: 8 8 8 8 8 8 8 �,vIM t4 NIndk BACKING. 1IQ< 8 t3 8 t3 8 8 8 / 8) THERE ARE TWO (2) INSTALLATION ANCHORS AT EACH ANCHOR LOCATION g g g g ge IN HEAD, SILL AND JAMBS. THERE IS ONLY ONE (1) INSTALLATION ANCHOR AT EACH ANCHOR LOCATION IN HOOK STRIP. 10 10 10 10 10 - - � - NUMBER OF ANCHOR LOCATIONS AT JAMBS 7500 AMS`T`ERDAM 3D1uvE Height Single panel Width(In) 32832 ?; in :.•. . ........:.•. .....:.,:. OTtLANDO FrI. ( ) ' :�. ::3 �=;•::..::: ; : 42 l'►c�:.�:�_'; � Plwnm 407.481.8400 o=:':: ::::ea a ':>: INCORPOR"A.TF-D / .6 8 8 8 6 g h>tlprored Ra�oaspiyingwt�U the pa�unar9at.osos www.windoorinccam ,,• 6 6 6 6 6 6 Rtorlste 8etr11 G \ , t►,teo 8100 SERIES LMI 7 7 7 7 7 7 7 rlui�rj REINFORCED & NON—REINFORCED :�r © A� l�. Mlnrnitrertei'rslduc Control4'0 x 10'0 ANCHORING LAYOUT AND NOTES 7 7 7 7 7 7 7 1 7 7 7 7 7 - - DRAWN: MO NO. REV, !' r ,'',Ld}_' Ld1•na j iP.E. :4.� 0.•: . 8 8 8 8 8 - TJH 08-00875 t, �Fio�I41`.Nb; , x51 A :'i:;�Qt?�' 8 t3 8 8 •• - SCALE NTS GATE 10/4 3/0!9511E E18 OF 26 ' REVISIONS PANEL PANEL LPANEL ILPANEL FIEV DESCRIPTION DATE APPROVED 6" SEE 12 ANCHOR SEE 12 ANCHOR SEE 12 ANCHOR SEE NOTE NP' CLUSTER CLUSTER CLUSTER 8 SHT. 9 A PER DADE LETTER DATED MAY 05, 2010 05/12/10 R.L. 6}1 . DETAIL SHT. 10 DETAIL SHT. 10 DETAIL SHT. 10 B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R,L, TYP. r;p- r- 6" MAX. "� `T TYP. TO. 11 MAX ANCHORING NOTES: 14MAX O C TYP 1) ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE TWO ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS. 2) ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE ONE ANCHOR z zZ AT EACH LOCATION IN HOOK STRIP. n O O O 0- 88" O.C. AX. E MAX. 3) FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED HEIGHT IX NON—STRUCTURAL WOOD BUCK USE 1/4" ITW TAPCON WITH SUFFICIENT o 0v LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH v SEE NOTE 2 8SHT. 9 ANCHORS MINIMUM DISTANCE NMINIMUM SEPARATION. AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.. ON. LOCATE SEE NOTE4) FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 Lu 8 SHT. 9 > > 6" MAX. GA. MINIMUM STEEL STUD USE #14 WOOD SCREW WITH SUFFICIENT LENGTH TYP. TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. .... 6" MAX. 6" �`� `~ 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITid'L.OAD $I`lCfZING ••• SHIM, SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAMNA • TYP, n'P• SEE 12 ANCHOR SEE 12 ANCHOR SEE 12 ANCHOR 4 MAX. •••••• •• ••• •• „ ALLOWABLE LOAD BEARING SHIM TO BE 1/4 . •••;•• • 612 CLUSTER CLUSTER CLUSTER NP' 6) ALL FASTENERS TO BE CORROSION RESISTANT. •.•• •• • �•• •• �P DETAIL SHT. 10 DETAIL SHT. 10 DETAIL SHT. 10 PANEL PANEL PANEL PANEL 7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCOTMANCE WITH•ANCHOR" 4 MAX. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND AROMMS SI�AL6 POT EIV • T.P. USED IN SUBSTRATES WITH STRENGTHS LESS THAN TME"MINIMLIVSMNGTR'• :• SPECIFIED BELOW: •""' • ;5'O x 8'2 ANCHORING LAYOUT NON-REINFORCED AND REINFORCED UNITS A. WOOD -- MINIMUM SPECIFIC GRAVITY OF G 0.42 ••' '• 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN 8. CONCRETE --- MINIMUM COMPRESSIVE STRENGTH QF ;,1.00 PSI. :00 .: !NUMBER OF ANCHOR LOCATlONSATHOOK$TRlP C. MASONRY — STRENGTH CONFORMANCE TO ASTM C� !0GRAD•E 1-, .-TYPE-1 • (OR GREATER). •• • Height Single Panel Width(in) D. METAL FRAMING — 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD I n _ BACKING. ( ) ::::;: 4: :-30:d:.'.::: � : :36.0•::::•:;;-: . :�4?:tlr:l: i:; ' 'd.$ Y�1 8 8 8 8 e 8 8 M, lNttl+�eitle+i 8) THERE ARE TWO (2) INSTALLATION ANCHORS AT EACH ANCHOR LOCATION .84Q: 8 8 8 8 8 8 8coh a IN HEAD, SILL AND JAMBS. THERE IS ONLY ONE (1) INSTALLATION ANCHOR 9 9 9 9 9 9 g * AT EACH ANCHOR LOCATION .IN_ HOOK STRIP. -4c- 10 :x408 10 10 10 10 - - e - <::'`�20b:�: 11 11 11 11 11 - - NUMBER OF ANCHOR LOCATIONS AT JAMBS Height Single panel Width(in) WinDoor ORLANDO,FL 32832 ( 42':0.::::;::;: :48.t7i::.:;; 84'0:::•::;:'r: ::80:d:; :;:::: ( ' ::X4.0.::.::::;:•::.: ::BtJ:�l:::::::::: 38.Q:: ::::. : . Pho,set407A81•8A9D '• Appnovedaecamplylagtritbl� INCORPORA'x'�D t�w+ao�astA� vrwvrtvindooriisc.com ��' ' ,�•r . 8 8 8 8 8 8 Fioridr 8ulcli e 6 8 8 6 8 8 llptc 8100 SERIES L:MI 11ioA11 REINFORCED & NON -REINFORCED 7 7 7 7 7 7 M1su�lUwtcFroduat etra 5'0 x 8'2 ANCHORING LAYOUT ' 7 7 7 7 7 7 7 =lQ.B t7 7 . 7 7 7 7 - - 9y "�` DRAWN: Dwa NO. ` / r I 8 8 8 8 8 - - TJH 08--00875 g , ',L� �. Lb1�la ,P.4. FIoI�(ylK �� 14 - - SCAtE NTS GATE 10 13/09 HEET9 OF 26 <<,<<''` '' VERTICAL CONDITION aensiol4s 4jj 4'j REV DESCRIPTION DATE APPROVED MAX, MAX. A PER DADE LETTER DATED MAY 05, 2010 05/12/10 R.L. 4'j 4" 6 PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. 4„ MAX. MAX. 4 3/4') 4" SEPARATION MAX• MAX. 2 3/8 7 1/8- 0 SEPARATION SEPARATION' r 0 O p 2 3/8" O 0 O p 0 2 TRACK 3 TRACK 4 TRACK E•--�--� E�—�—$--y�� POCKET CLUSTER DETAIL 2•TRACK SYSTEM 2 3/16" {' 6 15/16" � SEPARATION `! 4 9/96" SEPARATION SEPARATION HEAD& SILL ANCHOR LOCATIONS HOOK.STRIP ANCHOR LOCATIONS VERTICAL CONDITION SEE DETAILS IN SHEETS 17, 18 AND 19 SEE DETAILS IN SHEET20 4„ 4„ MAX. MAX. 4' 4" .... 4„ MAX. MAX, 4" . . .. . ... MAX. MAX. • 4 TRACK •••••• •• •••• • PANEL CONSTRUCTION: •••�•• ;,,, 3 TRACK ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 606-&-T6 ALVM�NWIA. 4" 2 TRACK 1VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZO�1VWRAILS! ACTH7 1/8" RAIL IS SECURED TO STILES WITH (3) #10 x 1 1/A�'•0 DRIYE §CgEW0 0 0 2r4 2 3/a- 4 3/4" SEPARATION AT EACH END, ITEM #47, ALL PANELS HAVE AN INT•MIC AND EXTERIOR' •••• • SEPAMIQN SEPARATION 1 APPLIED GLAZING STOP. �••s•� • CLUSTER DETAIL ~ •••• • FRAME CONSTRUCTION: . • EACH FRAME CORNER IS NOTCHED-AND BUTTED. HEHp'A19D SILO ARE :•• 3-TRACKSYSTEM SECURED TO JAMBS WITH #7 TYPE A SS SCREW, ITEM #48, (I)AT:EACH JAMB ANCHOR LOCATIONS CORNER ON 2 TRACK, (2) AT 3 TRACK FRAME AND (3) AT EACH SEE DETA ILS IN SHEETS 17, 18 AND 19 CORNER ON 4 TRACK FRAME. +�eirlu�r w�v}� VERTICAL CONDITION MM���wiM tAe Fte+ri�e• MAX. MAX. ADDITIONALLY 4" 4." NOTE: MINIMUM (2) ANCHORS IN PAIR Dab P REQUIRED AT EACH SIDE OF 4j, MAX. MAX. 4" CENTERLINE OF EACH PANEL. MAX. MAX. 7500 AM5'I'SRDAM DRIVE 0 0 0 o p WinDoor ORLANDO,FL 32832 INCORPORA7M D Phoam4KABI.6400 8aas407A6LOS08 wwwwlndoorinccom 7 1/8" �ayl3MeeaiWylagwMtltQ O 8140 SERIES LMI � !iC(!Ap REINFORCED & NON—REINFORCED 0 0 o e e f4la eP^ ettCoetre ANCHORING DETAILS AND NOTES �,U.4_5�k- DRAWN: DWG NO. REV Luis, r ' t� ,L { (, � y 1..UIS',R.`"Idr�I�I$ I F' Ear h �: CLUSTL�RDETAIL TJH 0$-00875 B FI'd,4'd I �N4r,[;��'6l4 4-TRACK SYSTEM SCALE NTS DATE 1 fl 13 09 SHEET 14 or 26 i • 'Ill/rrr, ,�;�r11��`� - ' ' PARTS LIST a�nsroNs NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION DAYS; APPROVED i FS-04641 2 TRACK RIS FRAME HEAD KEYMARK ALUMINUM 6063—T6 1„ O.A. A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. 2 FS-04788 2 TRACK INS FRAME JAMB KEYMARK ALUMINUM 6063—T6 MAX 3/8" B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. 3 S-44119 2 TRACK NSWS SILL PAN KEYMARK ALUMINUM 6063—T6 AIR SPACE 3/16" HS 9/16" O.A. 4 S--44121 2 TRACK WS SILL INSERT KEYMARK ALUMINUM 6063--T6 •090" SGP .090" SGP 5 NOT USED3/16" TEMP BY DUPONT 1/4" HS BY DUPONT OPTIONAL SCREENS -- 6 NOT USED 3/16" HS 1/4" HS 7 FS-02180 3 TRACK FRAME HEAD KEYMARK ALUMINUM 6063—T6 EXTERIOR INTERIOR EXTERIOR INTS'RIOR } 8 FS--02181 3 TRACK FRAME JAMB KEYMARK ALUMINUM 6063—T6 1" GLASS 1" GLASS 9 S-44123 3 TRACK SILL PAN KEYMARK ALUMINUM 6063—T6 52 BITE 51 BITE 57 57 10 S-44117 3 TRACK SILL INSERT KEYMARK ALUMINUM 6063—T6 11 FS-02071 4 TRACK FRAME HEAD KEYMARK ALUMINUM 6063—T6 43 68 41 68 12 FS-•02070 4 TRACK FRAME JAMB KEYMARK ALUMINUM 6063—T6 55 55 72 76 13 S-44118 4 TRACK SILL PAN KEYMARK ALUMINUM 6063—T6 14 S-22124 4 TRACK SILL INSERT KEYMARK ALUMINUM 6063-T6 rawavcT Mvpt l 50 GLAZING TYPE A GLAZING TYPE C ••*•�I wtok the� 50 15 FS-01882 FRAME HEAD INSERT KEYMARK ALUMINUM 6063—T6 LARGE C°d• L, j 16 FS-01883 FRAME JAMB INSERT KEYMARK ALUMINUM 6063—T6 LARGE MISSILE IMPACT =*mw 0 REINFORCED UNITS REINFORCED UNITS lI , 17 FH-01869 TOP RAIL KEYMARK ALUMINUM 6063—T6 p, 18 FH-04723 BOTTOM RAIL KEYMARK ALUMINUM 6063—T6 1" O.A. NOW 19 FS-04766 TALL BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 MAX.AIR SPACE 9/16" O.A. 20 NPO PANEL GUIDE WLON 3/16" HS .075" VANCEVA •075" VANCEVA 21 FH-01871 LOCK STILE KEYMARK ALUMINUM 6063—T6 BY SOLUTIA 1/4" HS BY SOLUTIA 22 FH-05044 INTERLOCK STILE KEYMARK ALUMINUM 6063—T6 3/16 TEMP •••' 3/18 14" HS /HS 72 ... 76 .... 23 FH-04767 FEMALE BUTT STILE EXT. OFFSET KEYMARK ALUMINUM 6063—T6 EXTERIOR INTERIOR EXTERIOR INTERIOR } O • 24 FH-04750 MALE BUTT STILE EXT. OFFSET KEYMARK ALUMINUM 6063—T6 see:* .:. 25 FH-04826 FEMALE BUTT STILE INT. OFFSET KEYMARK ALUMINUM 6063—T6 1 GLASS 1 GLASS ���� O ; ��; 57 . 26 P7569AM DUST PAD 1.244" x .5" x 2.34" 52 BITE 51 BITE •.o ..•0 57 • 27 -- 4747 BUMPER JAMB INSERT KEYMARK ALUMINUM 6063—T6 4,3 68 q,1 68 �• �• so 28 FS-04754 PLAIN STILE INTERLOCK KEYMARK ALUMINUM 6063—T6 55 85 NIT SCREEN :OWX SCREEN • 29 FS--04755 PLAIN STILE INTERLOCK COVER KEYMARK ALUMINUM 6063—T6 VERTICAL CROSS VER CAL VROSS •• •'• 30 FS-05382 INTERLOCK SNAP COVER KEYMARK ALUMINUM 6063—T6 SECTION � i !• •• 31 FS-02726 STILE JAMB INSERT KEYMARK ALUMINUM 6063—T6 TO BE USED WITH 2WITH 2TRACK, TO 8E USED W17N. M,4pK WS 32 FS-02726 PANEL STILE JAMB INSERT KEYMARK ALUMINUM 6063—T6 GLAZING TYPE 8 GLAZING TYPE D 2TRACKRETRO,3TRACK AND 2TRACK RETRO WS LARGE MISSILE IMPACT LARGE MISSILE IMPACT AND•4TRACK FRAME SYSTEMS FRAME SYSTEMS 33 FH-03693 1 3/4" SILL RISER KEYMARK ALUMINUM 606346 REINFORCED UNITS REINFORCED UNITS 34 FH-03652 2 1/4" SILL RISER KEYMARK ALUMINUM 6063—T6 35 FH-03653 3" SILL RISER KEYMARK ALUMINUM 6063—T6 7500 AMSTL�RDAM DRIVl3 " WinDoor 0RLANDO,PL32832 •,� `t'� �{ ►,, 36 FH-03654 3 1/2" SILL RISER KEYMARK ALUMINUM 6063—T6 INCORPORA'r'LD r"0'+a40.01.1100 ,•'` 6( �� 37 FH-03655 4 1/4" SILL RISER — raw 4ai.a81,0M wwwAndoodue.com / SER KEYMARK ALUMINUM 6063 T6 ofso"lo nswltbdw .r V. Ii Vii! •°. 38 FS-02173 HOOK STRIP KEYMARK ALUMINUM 6063—T6 �B"M C�° 8100 SERIES L.MI , . 39 FS-04476 HOOK STRIP WALL COVER KEYMARK ALUMINUM 6063—T6 REINFORCED & NDN—REINFORCED PARTS LIST CONTINUED WamluadeProduc B.O.M. & REINFORCED GLAZING DETAILS �Ottri 40 FS-04477 HOOK STRIP WALL MOUNT KEYMARK ALUMINUM 6063—T6 ON SHEET 12 arm �, DRAwr�+: owa No. REQ. 41 FH-01877 9/16 HORIZONTAL GLASS STOP KEYMARK ALUMINUM 6063--T6 TJH OS-00875 B ;', Lui �••. LJ4tas+ R,.E.' p l I;�oFlQI 42 FH-01878 9/16" VERTICAL GLASS STOP KEYMARK ALUMINUM 6063—T6scnlE NTS DATE 10/13/09 SHEET 11 OF 26 PARTS LIST REVISIONS NO.. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL PARTS LIST CONTINUE© REV DESCRIPTION DATE APPROVED 43 FS-01879 i" HORIZONTAL GLASS STOP KEYMARK ALUMINUM 6063-T6 FROM SHEET i i A PER DAD E LETTER DATED MAY. 06, 2010 05/12/10 R.L. 44 FS-01880 1" VERTICAL GLASS STOP KEYMARK ALUMINUM 6063•-T6 B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. 45 FH-02642 6000 BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6063-T6 1" O.A. 1" O.A. 46 FH-05045 INTERLOCK REINFORCING BAR KEYMARK ALUMINUM 6063-T6 MAX. 3/8" MAX. 3/8" 47 FH-03916 FEMALE BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6063-T6 AIR SPACE 3/16" HS AIR SPACE 3/16" HS 9/16" Q.A. 48 1 FS-02210 FRAME HEAD COVER KEYMARK ALUMINUM 6063-T6 ,090" PV$ •090" PVs 060" SGP 49 FS-02208 SILL COVER KEYMARK ALUMINUM 6063-T6 3/16" TEMP BY DUPONT 3/16" TEMP BY SOLUTIA 1/4" IIS BY DUPONT 50 SCREEN SPLINE 3/16" HS 3/16" HS 1/4" HS 51 TPM 1051 9/16" GLAZING VINYL VINYL EXTERIOR INTERID I EXTERIOR INTERIOR EXTERIOR INTERIOR } 52. 71,1051 p\�`�' 1" GLAZING VINYL VINYL 1" GLASS 1" GLASS 7" GLASS 53 #1988-9000 TANDEM ROLLER52 BITE 52 BITE 51 BITE 54 12468 DUAL POINT MORTISE LOCK & KEEPFF 55 TP990 GLASS SETTING BLOCK 43 68 43 68 41 68 56 TP876 INTERLOCK BUMPER RUBBER 55 55 55 57 W333517KO000 FINSFAL .187 x .350 58 W332217KO000 FINSEAL .187 x .240 59 W231417KO000 FINSEAL .187 x .140 GLAZING TYPE E GLAZING TYPE G GLAZING TYPE 1 60 1310178 x 1/2' PH TEK SCREW LARGE MISSILE IMPACT LARGE MISSILE IMPACT LARGEMISSILE IMPACT NDN-REINFORCED UNITS NON REINFORCED ANTS NON REINFORCED UNITS 61 S-44115 2 TRACK NS INSERT 1" O.A. 62 131018 #8 x 3/8" PH TYPE B SS 18-8 SS MAX. 3/8" 63 131004 X10 x 1 1/4" TYPE F SS AIR SPACE 3/16" HS9/16" O.A. 9/16" O.A. 64 131020 #7 x 5/8 PH TYPE A SS 410 SS .060" SGP 09.0" PVB .090" PV8• 65 131011 #8 x 2" FH TEK SCREW 410 SS 3/16" TEMP BY DUPONT 1/4" HS BY DUPONT 1/4" HS ••VY SOWT4A• ••• 66 131009 #10 x 3/4" FH TEK SCREW 410 SS 3/16" HS 1/4" HS ••T/4" W••; •• 67 LCS068-N5 SNAP IN SILL GATE PLASTIC EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR •*..INTER1pF� ••' _ 68 SIKAFAST 552 GLAZING COMPOUND SIKA URETHANE1" GLASS 1" GLASS •9.':ALAS$. ••• BITE 51 BITE 51 •. BITE 69 NOT USED C52 •. ••• 70 S-44120 2 TRACK NS/WS RETRO SILL PAN KEYMARK ALUMINUM 6063-T6 43 68 41 68 41 613 •� 71 LMI GLAZING SEE SHEETS 11 AND 12 .. ... 72 FH-02727 MT SCREEN TOP/BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 55 55 •• 5 ..... .. .. ... 73 FH-02728 MT SCREEN STILE KEYMARK ALUMINUM 6063-T6 ••• 74 FH-02729 MT SCREEN STILE W/SEAL KEYMARK ALUMINUM 6063-T6 75 FS-02730 MT SCREEN ASTRAGAL KEYMARK ALUMINUM 6063-T6 GLAZING TYPE F GLAZING TYPE H GLAZING TYPE J LARGE MISSILE IMPACT LARGE MISSILE IMPACT LARGE MISSILE IMPACT 76 FH-02300 BOX SCREEN TOP/BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 NON-REINFORCED UNITS NON-REINFORCED UNITS NON-AEINFOROED UNIT$ 77 FH-02395 BOX SCREEN STILE KEYMARK ALUMINUM 6063-T6 78 FS-02209 BOX SCREEN SWEEP KEYMARK ALUMINUM 6063-76 7500 AiVftVRDAM 131M pwoi►4'1< my YY inDo r oR1;A.NDo,PL 32932 I ' rr 79 FS-•02650 BOX SCREEN ASTRAGAL KEYMARK ALUMINUM 6063-•T6 !s. '""""" INCORPO1tA'T'T+,D Phonet407ASIM 0 80 7500 A04 SIGNITURE HANDLE SEI _ IWA4��u�olto�stag with r.,n4o7A8105DS wwtivwindoorinc.com 81 NOT USED / 8100 SERIES LMI t` I �UAq - REINFORCED & NON—REINFORCED 82 NOT USED Mi Dad*Prodpcl Coniml (. (• (,! ( B.O.M. & NON--REINFORCEp GLAZING pETAILS 83 #8 x 3/4 PH TEK SCREWDRAW� 8y��a► ' 84 #10 x 3/4" PH TEK SCREW WN: DW(i N0. 08-00875 Rs Ldl�las, P.E. •;t,�Fi,ofjx11c11;�11°'", �'��:14;: 85 FS--04791 FIXED PANEL Z-CLIP KEYMARK ALUMINUM 6063--T6 Sc&E NTS DATE 10 13 09 SHE"12 OF 26 • REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. 1 15 57 20 SEE NOTE 48 7 15 57 2b 8 PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. SHT. 14 SEE NOTE 48 11 2O 57 15 SHT, 14 lir n 17 17 17 97 63 63 63 41 68 42 6g 68 f7C LJ 41 EXTERIOR 43 51 41 lNTERJDR 51 63 INTERIOR EXTERIOR EXTERIOR 71 18 OR 19 71 71 i 8 OR 19 INTERIOR 53 53 52 � � � 51 51 63 SEE SHEET 7 21,0 31 .... 573 QR.34 •....' .. ... 4i 57 53 @.QR.36 • •'.. .. .:. OR 70 63 SEE SHEET 7 SEE SHEET 7 63 • 33 OR 34 9 33 ORP •• •.. 35 OR 36 35 OR 36 18 OR 19 63 911•WNE ,, 0• 10 •51 ,41.ANT .. 0• 4 37 37 000000 .. .. .. SILICONE .. :. SEALANT 67 SILICONE 0 • f- SEALANT SEE NOTE 62 67 49 SEE NOTE 57 62 67 49 SHT. 14 57 57 13 i 4 62 SHT. 14 SECTION C SEC TIQN A SECTION 8 4 TRACK FRAME SYSTEM WITH 3"SILL RISER SHOWN,ALL SILL RISERS MAYBE USED 2 TRACK WS FRAME SYSTEM WITH 3"SILL 3 TRACK FRAME SYSTEM WITH 4 114"SILL.RISER SHOWN,ALL SILL RISERS MAY BE USED SEE D.P. TABLE SHEET 7 RISER SHOWN, 2 TRACK AIS,27RACK WS SEED.A TABLE SHEET 7 7500 AMSTERDAM DRIVE RETRO AND 2TR4CK NS RETRO SILL AND ALL W in•D oo r ORLANDO,FL 32832 SILL RISERS MAYBE USED.SEE D.P. TABLE INCORFORA'TED �"d07AStom� wwwwlndoocinc.com . SHEET 7 /��raved tr>i cam11ltylntq wft13 ism rtda 8ut•ttn Capt %.N. ,rt' ell O;wt8100 SERIES LMI � •NOAtif .i REINFORCED & NON—REINFORCED NOTE: Mi,�•utt)rWePuctCammy VERTICAL CROSS SECTIONS SEE SHEETS 20, 21, 22 AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS DRAWN- DWG NO. REV Luis R..I il,Qmixs P,E - INDICATED ON EACH HEAD AND TRACK SYSTEM. TJH 08-00875 B -:Florida No, ¢2544�=,� SCALE NTS DATE 10/1,3/09 SIIEEr13 OF 26 �; . � • REVfSIONS SEE NOTE SHT. 14 REV DESCRIPTION DATE APPROVED 8 27 26 83 A PER DADE LETTER DATED MAY 08, 2010 05/12/10 R.L. B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. 64 SEE NOTE 39 40 SHT 14 57 85 / I /. INTERIOR 38 84 56 28 84 58 21 44 52 64 INTERIOR 71 60 29 84 {111th `T 32 EXTERIOR 71 25 45 66 48 HEADECTION >.ild PLAIN STILEAT3 RACKJAMB 49 SILL = t2-C�130��7 EXTERIOR am ods. 51 42 21 80 .• SECTION H 12 REINFORCED/NON REINFORCED INTERLOCK STILE A T 71 INTERIOR 54 FIXED PANEL NOTES: EXTERIOR HOOK STRIP 1. FIXED PANEL TO JAMB CONDITION: •••• C� 64 FIXED PANEL IS SEURED TO THE JAMB WTH (2) ITEMS #85, FIXED PANEL e-.CLIP,�Omwe Z-- •;• CLIP IS LOCATED 24" FROM TOP OF THE PANEL DOWN AND 24" FROM 11676M OrOPANgL' • 32 21 54 44 52 32 UP. EACH Z—CLIP IS ATTACHED TO PANEL WITH (3) ITEM # 84, #10 x,�`•1•'''*PH TEK ••• 2 SCREWS AND THEN IT IS ATTACHED TO JAMB WITH (3) ITEM #84, #10 x..3..4" PH ;. •�; INTERIOR 59 TEK SCREWS. SECTION D SHEET 14, SECTION EE SHEET 18 AND SECTIOV. ••SHEEN'l8'. • SHOW A FIXED PANEL TO JAMB CONDITION. 00 00 2. FIXED PANEL TO FIXED PANEL CONDITION: •0• • •• •• Q TWO FIXED PANELS ARE SECURED TOGETHER WITH ITEM #83, #8 x 3/4" PFI TEK SCREW. •• ••• 59 51 42 21 57 THERE IS A ROW ON THE INTERIOR AND A ROW ON THE EXTERIOR OF:fAMIXED PANEL •• PACED 4" FROM THE TOP AND BOTTOM WITH ONE ADDITIONAL SCREW I14 THI• CEN79:F,;. •• • • SECTION D SHEET 14, SECTION DD SHEET 19, SECTION 0 SHEET 15, tECJ1'4N U,'SHEET 16 EXTERIOR AND SECTION CC SHEET 19 SHOW A FIXED PANEL TO FIXED PANEL COMI)ITION. .• ;•; • 64 •• • 27 57 SEE NOTE NOTE: SHT. 14 SEE SHEETS 20, 21, 22 AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE 48 HEAD MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD, SILL AND JAMB TRACK 27 SYSTEM. OTHER HEAD, SILL AND JAMB.TRACK SYSTEMS ARE SIMILAR. 49 SILL 7500 AMS' EXTERIOR $4 19MAM DRTN•L WinDoor ORLANDO,PL 32832 ,•�,:1�r� `r'•r, 80 17 IPhones 407.481.8400 roved>,xt�oex lying with lVt� IVCORPORA'I'ESD PAu 407ASIM05 www.windoor[ac.com �taritlq BuMltt •�f • `. . < 64 8100 SERIES LMI �iOAtf REINFORCED & NON--REINFORCED Mitluntlt aPreduetContro HORIZONTAL CROSS SECTIONS SECTION f r DRAWN: Dwo rro. REv • ,• ('i i (1; t LOCK STILE AT2TRACKJAMB SECTION E TJH 0$�-00875 B .Adr�rtl��}��.�¢� �',: LOCK STELE AT 4 TAr4CKJAMB SCALE NTS DATE 10/13 09 SHEET.14 OF 26 : `t �• �`° �rtr'rrt'r1t 1�1��, SEE RIN. NOTE REVISIONS 80 SHT. 15 REV DESCRIPTION DATE APPROVED SFEiT. REIN. NOTE 51 42 22 26 66 46 30 A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. 23 47 65 32 .754 21 71 INTERIOR 80 B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. tNTERfOR � - SEE REIN, NOTE 58 45 66 SHT. 15 ♦ 56 71 51 42 23 58 32 54 24 71 51 42 INTERIOR 45 66 SEE REIN. NOT 7SHT. 15 EXTERIOR 47 s5 SECTION L EXTERIOR 5 REINFORCED INTERLOCK STILE TO REINFORCED REIN NOTE SECTION J INTERLOCK STILE SHT. 15 REINFORCED INTERIOR FIXED BUTT STILE TO LOCK STILE SEE NOTE 71 51 42 25 45 66 SHT. 15 A� SEE REIN. NOTE SECTION N EXTERIOR SHT. 15 INTERIOR � 'REINFORCED MALE BUTT STILE TO REINFORCED LOCKING BUTT STILE 8O 21 66 45 25 71 SEE RIN. NOTE SEE NOTE INTERIOR SHT. 15 SHT. 14 58 32 26 21 47 65 25 83 32 ! 21 44 52 71 INTERIOR .•• • 52 44 47 Q • 47 65 ♦ loILJ .... .. ... SEE NOTE • ... .. .. 01 REIN.-------------- •; .. ..• SMT. 15 EXTERIOR .. ... SEE NOTE SECTION M 00 0 EXTERIOR REIN. REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE :•"'• SHT. 15 • EXTERIOR SEE REIN. NOTE 49 66 SEE NOTE HEAD 48 SECTION O SHT. 14 SHT. 15 REINFORCED INTERIOR FIXED BUTT STILE TO PLAIN STILE SILL 49 SEE NOTE SVT 7500 AMSTERDAM DRIVE 54 26 32 58 HEAD 48 SHT. 14 W inDddr ORLA'ND FL32832 ,����� { {r"� , SECTION K SILL 49 Phone4OIA01MOD Jl►pl►roved ee eamplyingwit`d i1tS INCORPORATED Phone 4o7AB1.Ows wymmindoorinc coni LOCK STILE TO REINFORCED EXTERIOR FIXED BUTT STILE , BiIM Bn1fu 01- .. •(•,.t, t►�re ♦ REINFORCING BAR NOTE: aruA� - REINFORC8100 SERIES LMI ED & NON•oREINFORCED ITEM #46, INTERLOCK REINFORCING BAR IS SECURED TO INTERLOCK WITH ITEM66. ITEM 47, FEMALE Mlrroi!}xdrYr+nduM antro! BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE BUTT STILE OFFSET WITH HORIZONTAL CROSS SECTIONS ITEM #65. ITEM #45, 0I�y.�.�. _ � DRAWN., DWO NO. REREVI'•'!/.'I 1 6000 BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE �' ""' BUTT STILE OFFSET WITH ITEM #66. ALL SCREWS ARE SPACED 6" FROM TOP AND BOTTOM OF STILES AND TJH 08-00875 B I as jFl6rl . Lo 1,6,s 14 ONE AT MIDSPAN. scat NTS DATE 10 13 09 SHEET 15 OF 26Alk- rrrrr+Ill!1+t" ` ti REVISIONS ` REV DESCRIPTION DATE APPROVED 80 A PER DADS LETTER DATED MAY 06, 2010 05/12/10 R.L. 51 42 22 26 3d 25 1266 32 59 54 21 71INTERIOR 80 B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. 25 32 59 54 21 71 INTERIOR 26 58 32 54 58 ' 56 51 42 23 INTERIOR 24 71 51 42 j71 i 45 66 EE REIN. NOT u SHT. 15 EXTERIOR 23 EXTERIOR SECTION R SECTION P NON-REINFORCED INTERLOCK STILE TO NON-REINFORCED INTERLOCK STILE NON-REINFORCED INTERIOR FIXED BUTTSTILE TO LOCK STILE 71 51 42 25 45 66 SEE R NOTE EXTERIOR SHT. 155 SECTION T SEE REIN. NOTE NON-REINFORCED MALE BUTI'STILE TO SHT 15 INTERIOR NON-REINFORCED LOCKING BUTT STILE 80 21 66 4S 25 71 25 26 SEE NOTE 83 32 21 41 52 71 INTERIOR SHT, 15 58 32 26 21 INTERIOR 52 44 1 •••:•• .. ... .. �� ... .. .... . .. ••• ` \ EXTERIOR �.iM� rte►'.: ... SECTION S :• •• • EXTERIOR NON.REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE r :00 .+�. EXTERIOR SEE REIN. NOTE 45 4SHT. 15 SEE NOTE Hip 48 SECTION U SHT. 14 SILL 49 NONREINFORCED INTERIOR FIXED BUTT STILE TO PLAIN STILE W '" 7540 AMSTBRDAM DRIVII t s t (f a r r inDoor ORLANDO,FL 32832 54 26 32 58 HEAD 48 INCORPORA.'�D Phone,4WA8tmoo SEE NOTE F=407AKOSW wwwmindowiaccom,: , SILL 49 SHT. 14 dr 1waved �ug MYteBwltP�tba � r' ` � I '• ''r 8100 SERIES LMI SECTION Q NUtna""`� M ./-2 REINFORCED & NON—REINFORCED - LOOK ON -REINFORCED _LOCK STILE TO NON-REINFORCED EXTERIOR FIXEDBUTTSTILE Rol,, lladeFruductContml HORIZONTAL CROSS SECTIONS {' ' • V. i tiY FroH.a��, a .b� DRAwN: WO NO. acv, S f /. ! (�1 ; 'Lu LQm . TJH 08--00875 � ' �, ` Flor-i.'�l• t'i +a.: scAtE NTS DATE 10113409 sl'Eu16 OF 26 x —� o REVISIONS REV DESCRIPTION DATE APPROVED 7 5 57 20 A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. SEE NOTE 48 SHT. 14 11 2O 57 -15 t7 63 17 43 Lod 63 6$ 41 68 EXTERIOR 41 43 0 � o 63 INTERIOR INTERIOR EXTERIOR 18 oR 19 71 53 71 • - $2 0 0 63 kd mmolum R5yu 51 "68009 57 �� 1 -b d. 3 53 ... 7�LN ••• • 9 33 ORO 63 •••• •• • • C•.S'HEET:7•..' ••• 10 35 OR 36 18 OR 19 34 Z� 33 •' o so: • 37 36 aR 35 •• •• ••• • • .•• • • : 37 • . ••• • SILICONE •••••• SEALANT SHL O;E ••• SEALANT •s•' 67 62 67 49 SEE NOTE 57 57 13 14 62 SECTION AA sHT. 14 3 TRACK FRAME SYSTEM SECTION BB SEE D.P. TABLE SHEET 7 4 TRACK FRAME SYSTEM ��j8EL'DP.. TABLE SHEET 7 VY inDoor 7500 ATSWERDAM DRI" ORLANDO,PL 32832 INCORPORATED Maw 407,481.M , •eared 09 eampiying W,,,MO Naw 407ABLM wwwlwjndooftc com Date 8100 SERIES LMI MUA w REINFORCED & NON•–REINFORCED � �'1/j-4/190 4 minwi Dade Prada t(antra! VERTICAL CROSS SECTIONS DRAWN: OWG NO. REV T,fH 08--00875 B SCALE NTS nArE 10/1-V09 SHEET 17 OF 26Alk ••,�r:e; �r•• rrlffltrlll<<t - _ REVISIONS REV DESCRIPTION OATS APPROVED SEE NOTE SEE NOTE A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. SHT. 15 SMT. 14 B PER'LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. 8 27 47 65 26 83 64 12 SEE NOTE 85 57 SHT. 14 64 84 58 21 44 52 INTERIOR 64 59 84 27 32 SEE NOTE EXTERIOR SHT. 14 85 42 51 71 85 71 25 45 66 48 HEAD 84 SECTION EE 49 SILL INTERIOR PLAIN STILE AT TRACK JAMB SEE NOTE SHT. 14 32 64 59 • . . .... ... .. 12 EX T'AMOR ... • 71 INTERIOR 54 57 •••�•• •• ••• •• ...... 64 �....� 64 •••• • .. ... . ...... . . ... 32 SECTION Z ..'..• •..•.: ... 04'i►M vilms FIXED PANEL AT 4 TRACK JAMB...... • 00* 52 44 21 57 •• • a fllr#de 27 7500 AMS'T'ERDAM DRIVE , WinDOOf ORLANDO,FL 32832 INC_ORPOIXA.TBID ray,4M.481.950S wwwmindoorinc com hpiroved as eamplyieq with Ib� ,,. ,i;, '•; 64 Florlds Nuid t7 c:a 8100 SERIES LMI Duke iA � /� REINFORCED & NDN--REINFORCED Mot boAtl'ruductCoat HORIZONTAL CROSS SECTIONS EXTERIOR RV ,'`rLu 1�,E: ' 48 HEAD ....,...,,. DRAWN: Dwc No. SEE NOTE SECTION V .. TJH 08-00875 B r�. ' 1?r6gt.�.�Nr , .$x$14 SHT. 14 49 SILL LOCK STILE AT 3 TRACKJAMB SCALE NTS DATE 10 7 3 09 SIIFET 18 OF 26 , '( REVISIONS 58' 30 22 26 71 REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. SEE NOTE 8 PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. S . 14 25 83 32 26 21 52 44 56 INTERIOR /. SEE REIN, NOTE SHT. 15 58 30 66 22 26 46 71 EXTERIOR SEE NOTE48 HEAD SECTION DD SEE NOTE SHT. 14 NON-REINFORCED FIXED PANEL S 14 49 SILL TO FIXED PANEL AND INTERLOCK 47 65 25 83 32 26 21 52 44 56 INTERIOR .. 0000 0000 . . 0. ... X • ' .0 . 0 . . 0 . 0 00. . . .0000. t�rwcvr .. . EXTERIOR SEE NOTE 48 HEAD SECTION CC REINFORCED FIXED PANEL 1°a SHT. 14 49 SILL TO FIXED PANEL INTERLOCK VY inDoQr 7500AMSTJRRDAMDRN'E ssfstr r ORLANDO,FL 32832 oYBd A8 CIJAttZNCORPORATIRD Phom 407.4flIMW i • �. l 'r pp,�yp :+ pl inn wilb.ftt t"407ael.Ml www windoodnc.com , •. .�y� ' 8100 SERIES LMf NOME? REINFORCED & NON—REINFORCED HORIZONTAL CROSS SECTIONS 'DRAWN: OWG N0. REV TJH 08-00875 g r' Wis. �, Lo r 1=1gratalt$�td: , 14 SCALE NTS DATE 10/13/09 SHEET 19 OF 26 c�: REVISIONS 2 1/2" MIN. 2 3/8" MIN. MASONRY/CONCRETE REV DESCRIPTION DATE APPROVED EDGE DIST, SEPARATION BY OTHERS A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. 1X BUCK BY OTHERS, 8 PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. 1X BUCK TO BE p . PROPERLY SECURED a 1 1/4" MIN. (SEE NOTE 2 SHT. 1) p EMBEDMENT 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM 1/4"MAX. j 1/4" ITW SHIM TAPCON BACKER ROD AND SEE NUMBER OF ANCHORS a INTERIOR APPROVED SEALANT REQUIRED AT JAMBS BY OTHERS PER TABLE SHEETS 8 & 9 1/4" ITW 1/4" ITW T PCOM TAPCON 2 3/8" MIN, EXTERIOR LASEPARATION U ll EXTERIOR INFERIOR 2 /z" MIN, FASTENER HEADS •••• EDGE DIST. 4 TO BE COVERED • . . .... .. .. d WITH APPROVED • .. ... SEALANT • ...... .. ..too .Soo .. . • 1X BUCK BY OTHERS, BACKER ROD AND ...... •• 1X BUCK TO BE APPROVED SEALANT • PROPERLY SECURED •• •• •• •• •• BY OTHERS (SEE NOTE 2 SHT. 1) • • • •• 2 TRACK FRAME JAMB INSTALLATION � . 0• •• FASTENER HEADS IX BUCK TO MASONRY/CONCRETE INSTALLATION 2 �w�� � 00 1/4" ITW WI BE COVERED TRACK SHOWN 3 TRACK&4'TRACK ARE SIMILAR TAPCON WITH APPROVED NOTE: ��*;:5; SEALANT CONCRETE SUBSTRATE INSTALLATION FOR 2 TRACK SHOWN. SILL TO BE SET IN BED OF APPROVED ANCHORAGE SIMILAR FOR 3 TRACK AND 4 TRACK SYSTEMS. - �s - SEALANT OR SEE SHEET 10 FOR O.C. ANCHOR SEPARATION. < NON—SHRINK GROUT 2 TRACK WITH 3" SILL RISER SHOWN 3 TRACK & 4 TRACK V 1 1/4" MIN. ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE v 4 EMBEDMENT D,P, TABLES SHEET 7. MASON RY/CONCRETE7500 AMSTERDAM DRIVE W BY OTHERS inDoor ORLANDO,PL 32632 %v,, INCORPORATED Pbum 407M.8400 Ao rovw as tomptylag with/tet Fen 407A81AS www lAndoorinc.com .' •. 2 1/2" MIN. 2 3/16" MIN. !' EDGE DIST, y SEPARATION a8�1t11t� Cry 8100 SERIES LMI �� ���`' + ` NOAO REINFORCED & NON--REINFORCED MtatcD,ade 1►ro act Covtrot INSTALLATION DETAILS ?•.. t; 'S ' i ,�,, 2 TRACK FRAME VERTICAL INSTALLATION ���`" ' '�y-.�' DRAWN: Dwc N0. REV '.+ ��'U.I ( {, MASONRY/CONCRETE INSTALLATION TJH 08-00875 B ,�t71s '�' ,Larvas r ')E. SCALE DATE SHEET Lt;IOT�S¢Ia( ��. �Z��t•A• ' NTs 10/13/0 20 OF 2s EDGE DIST, 4, 3/4" SEPARATION t2EvisIaNs • REV DE5Ci21PTi0N DATE APPROVED DOUBLE 2X BUCK/WOOD A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. FRAMING BY OTHERS, 2X B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. BUCK TO BE PROPERLY SECURED 1 5/8" MIN. (SEE NOTE 2 SMT, 1) EMBEDMENT 1 5/8" MIN. 1/4' MAX. EMBEDMENT SHIM - DOUBLE 2X BUCK/WOOD 1/4" MAX. FRAMING BY OTHERS, 2X #14 WOOD SCREW BACKER ROD AND SHIM SUCK TO BE PROPERLY APPROVED SEALANT SECURED BY OTHERS (SEE NOTE 2 SHT. 1) #14 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED 4 3/4" SEALANT SEPARATION INTERIOR EXTERIOR INTERIOR 1" MIN. ... .. EDGE DIST. • 0.000 .. ... . ...... .... ExrE�ro>� ;.. .; . . . • SEE NUMBER OF ANCHORS 3 TRACK FRAME JAMB INSTALfA270V •' • : 00 • REQUIRED AT JAMBS 2X BUCKIWOOD FRAME INSTALLATION, RAC( . PER TABLE SHEETS 8 & 9 SHOWN 2TRACK&4TRACKARESIARAl�i : � 00 ;. ..•.•. #14 WOOD SCREW • NOTE: J-44pocr"w"": • 2X BUCK/WOOD FRAME SUBSTRATE INSTALLATION FOR 3 ""OPb RwirbUtAsew FASTENER HEADS TRACK SHOWN, ANCHORAGE SIMILAR FOR 2 TRACK AND 4 Was code SILL TO BE SET TO BE COVERED TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR "�°/2�G130.f? IN BED OF APPROVED WITH APPROVED SEPARATION. b SEALANT OR SEALANT NON-SHRINK GROUT 3 TRACK WITH 4 1/4" SILL RISER SHOWN 2 TRACK & 4 } TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE DOUBLE 2X BUCK/WOOD USED. SEE D.P. TABLES SHEET 7. FRAMING BY OTHERS, 2X 1 5/8" MIN.BUCK TO BE PROPERLY EMBEDMENT [DRAAW14. r' j`� 7500 AMSTBRDAM DRIVE SECURED - 1�.1J` oor ORLANDO,PL 32832 ''�� �r •,I SEE NOTE 2 SHT. 1) CORP+DRAoM]D Phonw4U7.k818400 it"ved as eompl Ing w1tA the. Film WAOLM �w wmIndoorinc.com :' I+lorgda B g C la ' !tate / 8100 SERIES LMI ` 1` NOA REINFORCED & NON--REINFORCED t' / 1" MIN. 4 9/16" SEPARATION h1ta�11!tyle PrcKt t Coutrot INSTALLATION DETAILS f , EDGE DIST. � owo No. ftEV3 TRACKFRAME VERTICAL INSTALLATION 08_00875 BIrs . oa.s .PrE2XBUCKIWOODFRAMEINSTALLATION .F.fgrf 'TS DATE _10/13/09 sr+ 721 OF 26 ,. '' r/�rfill( I'll,Wo. + + r 1" •MIN• 7 1/8" SEPARATION REVISIONS EDGE DIST. REV DESCRIPTION DATE APPROVED DOUBLE 2X BACKED A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. 20GA. STEEL FRAMING B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. BY OTHERS 1 5/8" MIN. 1 5/8" MIN. (SEE NOTE 2 SHT. 1) EMBEDMENT EMBEDMENT 1/4" MAX. SHIM DOUBLE 2X BACKED 20GA. STEEL FRAMING #14 WOOD SCREW 1/4" MAX. BY OTHERS BACKER ROD AND (SEE NOTE 2 SHT. 1) SEE NUMBER OF ANCHORS APPROVED SEALANT SWIM REQUIRED AT JAMBS BY OTHERS PER TABLE SHEETS 8 & 9 FASTENER HEADS #14 WOOD SCREW TO BE COVERED WITH APPROVED SEALANT 7 1/8" INTERIOR SEPARATION EXTERIOR INTERIOR EXtEhlOR•... . BACKER R $•*AND •• •• • APPROVED 5�'ALANT • •• • 1" MIN. BY OTHERS •• •••• EDGE DIST. •• •• •• •• •••• • 4 TRACKFRAME'JAOM89 IN=4LLATION" #14 waoD SCREW WOOD BACKED 2t)QA.STEEL STUD NSTALLAnoillill ,•4• NOTE: TRACK SHOWN 2 TRAC•f3• ?& TRACKANklmlLAT� FASTENER HEADS WOOD BACKED 20 GA. STEEL STUD SUBSTRATE INSTALLATION raosu"ilxvwm SILL TO BE SET TO BE COVERED FOR 4 TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND r"==114 Ift IN BED OF APPROVED WITH APPROVED 3 TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR 1M SEALANT OR SEALANT SEPARATION. AO*VW*e NON-SHRINK GROUT TRACK WITH 3" SILL RISER SHOWN 2 TRACK & 3 TRACK DOUBLE 2X BACKED r ARE SIMILAR ALL APPLICABLE S DLL RISERS MAYBE USED, SEE 20GA. STEEL FRAMING 1 5/a D.P. TABLES SHEET 7. BY OTHERS MIN. . SEE NOTE 2 SHT. 1 EMBED ��j 7500AMSx'LRDAMDRiVE { ) VY 1nDor YhoRI.A WO,,IFL 32832 ` f•�, '. l .r/ ., INCORPORATEDrag407A81A58s www.wlndcoslnc.com l 4pproved as complying with ihR , RloridelBuPc C 8100 SERIES LMI 1" MIN. 6 15/16" SEPARATION ppq REINFORCED & NQN-REINFORCED EDGE DIST. mlooloadePrudu t antral INSTALLATION DETAILS BY kw DRAWN: DWG N0. REV 4 TRACK FRAME VERTICAL INSTALLATION TJH 08�'0fl87 B Ft(orfd�i� 1' �t WOOD BACKED 20 QA.STEEL STUD fNSTALLAWON 'SCALE NTS 10 oATE SNEE7 OF 26 13 09 22 ~ APASIONS REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATE& MAY 06, 2010 05/12/10 R.L. B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L. • 1 1/4" MIN_ EMBEDMENT 1/4" 1 5/8-r, MIN. 1/4" MAX. 1 5/8" MIN. SHIM EMBEDMENT SHIM � EMBEDMENT 1/5'HIM� •. . I DOUBLE 2X BUCK/WOOD II — � 1/4" ITW 1" MIN. FRAMING BY OTHERS, 2X 1" MIN. TAPCON EDGE DIST. BUCK TO BE PROPERLY SECURED EDGE DIST. (SEE NOTE 2 SHT. 1) f 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT, 1) p 2 1/4" MIN. #14 WOOD SCREW #14 WOOD SCREW EDGE DIST. DOUBLE 2X BACKED •••• INTERIOR wal 2oGA. STEEL FRAMING INTERIOR . INTERIOR •" BY OTHERS �, {SEE NOPE 2 SHT. 1) •• AASOf`#RYZCQNCRETE •••••BY OTHERS• ••• • ...... . ...Liwc=9 0*00 9.9 ess 0 .. EXTERIOR EXTERIOR EXTERIOR •••••• ••• • POCKET HOOK STRIP POCKET HOOK STRIP POCKET HOOK STRIP WOOD SACKED 20©A.STEEL STUD INSTALLATION 2X BUCKMIOOD FRAME INSTALLATION MASONRY100NCRETE INST'ALLAT104 � � ��• d'lfpiftls^7'11gV1<�• with ftnl tA>tnrMr, L _ W' 750011TERDAM DRNE 1nD0o� ORIA''ND' ,PL32B32 ;.,.1 TNCORt�ORAA'TE}J PboW407A81.t�d00 ,.4' N • j rr hOroved as complying*Rh t�Aa F=07.481.050 www.windoodnc.com. Fiori1 B 1A C e ' ;•i 1,'r < < Do te / '8100 SERIES LMI MilAN Milt f !?arlcPcndnc REINFORCED & NON—REINFORCED EEontret INSTALLATION DETAILS ' t4y� �tt -•� DRAWNt Dwo No. REV, LtP��''I�� Lblma;S+G TJH 08-00875 B ' ' `:Flar(�I�1'.�,°., g,2��1�� SCAM: NTS DATE 10/1 309 ssitt23 OF 26 . ' r,4,,,..'Adlk ' !• /�r��rrrtrr�rltl«t°, 1 1/4' � 1 1/4- �---� - 6 9/16 REVISIONS 3/4„ REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. 8 PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 • R.L. -�_ 1 1/2" 11/36 �4_" O 2 TRACK NSIWS SILL PAN 5 57/64 ALUMINUM 6063-7'6.078"THICK 6 51/64- 6 1/16" 1 3/4" nT 2 TRACK Ws 2 Q 2 TRACK WS FRAME HEAD FRAME JAMB ALUMINUM 6063-r6.075"THICK ALUMINUM 6083-7 6.075"?HICK �:J 3 TRACK FRAME JAMB 5 51/64- ALUMINUM 1/64"ALUMINUM 6063-x6.075°THICK 6 31/32" Lid ,.,. 9/16" 61/64" •....� .. .. .. ... , 4D 2 TRACK WS SILL INSERT -� • 1 3/4" ALUMINUM 6063-T6.075"THICK 5 7/8" •••• '• • J� • ...... . . .. .. . 5 51/64" .. .. .N .. .. ... Q 3 TRACK FRAME HEAD •• ••• ALUMINUM 6063-T6.076"THICK • 7 15/32" 9/16" 61/64" 3 1/2" / D l 0 1. 3/4" talw 61 2 TRACK Ns SILL INSERT -� ALUMINUM 6063-T6.075" 11/16„ ��de 0 5" 1 1/2" 11!16" @ R TRACK WS RETRO SILL PAN ALUMINUM 6063-T6.075"THICK 3 TRACK SILL PAN j `J 7500 AMSTL+RDAM DRIFTS 'r err �,� ALUMINUM 6063-r6,078"THICK W inD 0 dr ORT,ANAO,Bt.32832 t' '�• f � INCORPORA'T'ED Phoaes407.481.8400 l• Pain 407ASIM www.waoornc.com 6 45/64" - Approved ae.COmpiyllag with the idlf, • `"• Dlatedik Beklt %/r0 8100 SERIES LMI 13/16" NOMI - REINFORCED & NON--REINFORCED 61/64 mkof DO*Fwdutt Olaf COMPONENTS ` f � :�' 1 DRAWN: awc r4D. REV. •.• t:;? s t t'< <' �, TJH 08�-00875 B 10 3 TRACK SILL INSERT Flarld'a, ,•No: ALUMINUM 6063 T6.075"THICK SCALE NTS DATE 10/13/09 sHEET 24 OF 26 1 1/4- MI 9 11/32" REVISIONS I � � 1 11/64•' REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. 45/64„ �I B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R,L. 1 3/4" � U 32 PANEL STILE 4 5/8" JAMB INSERT 4 TRACK FRAME HEA© ALUMINUM 6063-T6,078"THICK 1 9/16" 11 ALUMINUM 6069-T6,075"THICK )8v 27/32 9 27/32" 3 9 11/64" 3/4» 15 FRAME HEAD INSERT 4 1/831 3 1/2" ALUMINUM 6068-T6.060"THICK 1 1/2- 2 23/64" 11/16- --1u1--- I 1 —L 45_/L6_4._' qLUMINUM 4 TRACK SILL PAN � 23 FEMALE BUTT STILE 17 TOP RAIL 6063-76.075"THICK O BUMPER EXT. OFFSET ALUMINUM 6083-T6.080"THICK JAMB INSERT ALUMINUM 6063-T6.080"THICK --- 9 5/64" — ALUMINUM 6063-T6.060"THICK 4 13/64" • �r " • . ,t •• ••• •. 13/16" . 61/6A•„ I 4 47/64 .. 1:9/1�.�'"_'. 12 4 TRACK FRAME JAMB ••• •• ••• • ALUMINUM 6088-76.076"THICK14 T� 4 TRACK SILL INSERT �� ••• �•• • ALUMINUM 6063-T6.07r THICK •' • • • 3/16" �' p�- 1 39/64" 1 9/16" •. .. .•. . . . • • • • • 3 1/2 Nv v " 4 1/8" 4 11/64" V •: 3 29/32" • TERLOCK • SNAP COVER •• ••• lPf1Yr1�U��IwYf� '. ' . ••• :•• • 2 13/16- ALUMINUM 6063-T6.051"THICK u x1 wledtla • • ***"a"*No F 3 9/32 Ift Ak� 1$ 35/64" a 24 MALE BUTT STILE 25 FEMALE BUTT STILE ALUMINUMBOTTOM ,080RAI"THICK 9/32" 1- `T 7 1/2- O EXT. OFFSET INT, OFFSET 28 PLAIN STILE I 40 HOOK STRIP ALUMINUM 6063-T6.080"THICK ALUMINUM 6068-T6.080 THICK INTERLOCK WALL MOUNT ALUMINUM 6063-T6.075"THICK ALUMINUM 606346.076"THICK �r• 75110 AiY1S'1Z�RDAM D' Win ORLANbo,.1�.32832 / 2 23/32" p II'�TCORPOLtA'X')�+XX7 ga"4W481.8IMDO M_ wwwwlndoorinccom 4 1/2" 1 p roved as conrptytRg wltlf ei1� rf......_. �kor�Mmmdlleef Htotdl ' i 8100 SERIES LMlr f '� 31/32" iYoAO g31 . REINFORCED & NON--REINFORCED 9/16 Mlatoduct oats nl �— COMPONENTS ' + 36 HOOK STRIP 39 HOOK STRIP S `�"' DRAWN- Dwp No. REV I ' Luis/ 4mals"at" WALL COVER 19 TALL BOTTOM RAIL TJH 08-00875 B Flori d I .,-tat 1,A ALUMINUM 6063-76.080"THICK ALUMINUM 6063-T6.076"THICK ALUMINUM 6063-T6.080"THICK scA�E NTS DATE 10 i 3/09 SHE 25 OF 26 '� 1 3 1/2 � J 1 3/4" 1 1/64" 1. 5/g„ REVISIONS 1" I..� REV DE:SCftiPTION DATE APPROVED / 1 3/4" Lod 7/16" I A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L. 2 5/16" 2 23/32" 2 19/32" T— 1/8" 3 B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L, (B,9116"HORIZONTAL m - GLASS STOP �—� 3/16" 13/16' ALUMINUM 6063-76.07011 THICK ,4 24" 22 iNTERLOCKSTILE 76 BOX$C EEN 1 21 32" � 1 47/64" .84" ALUMINUM 6063-T6.080 THICK 73 MT. SCREEN " / El 3 1/2' --�I STILE TOP/BOTT M RAIL 7/32- ALUMINUM � 2 15/64„ I ALUMINUM 6083.76.060"THICK ALUMINUM 6063-T .062"THICK T II_i 1 39/64" I l ' �f- 1 9/64" f 0 1/8" j ALUMINUM 6063-T0.060"063--7SILL'060"THICK 1 3/4" ,.I 44 1 VERTICAL GLASS STOP y 13/16" 34 21/4"SILL RISER 2 19/32" ALUMINUM 6063-T6.20"THICK I I ALUMINUM 6063-T6.060"THICK �---�- 21 LOCK STILE 3" 1 5/ 13/16" �"1' 1.59" ALUMINUM 6063-T6.080"THICKL 7/32" 2 47/64" 2 63/64" F TT 1 8"7 BOX SC WEN / 2.69" 73 72 STI E 43 I"HORIZONTAL 3 31/64" 1/4" 1/g" Q MT SCREEN ALUMINUM 6063-"6.0621,THICK GLASS STOP 1/g" 2 11/64" TOPBOTTOM RAIL f - 1 31/64" ALUMINUM 6063-T6.20"THICK 35 3"SILL RISER 0000 ALUMINUM 6063-T6.060"THICK T --� 1 3/4" ALUMINUM 6063-T6.060"THICK . .... . Ej 1 -3/3211 1 21/32" '..' ..� � � 13/16" ••'••• •• • 47 FEMALE BUTT STILE E 16 7 " 36 3'1*� &''�gL S R • REINFORCING BAR 1/g" T / ALUII+�I�I M6063-Tit.060-THICK.. ALUMINUM 6005-T5.125"THICK BOX S 7 2 1/2" 9 Ci EEN ..:..: • .. ..' --I 2 11/32 ALUMINUM 60 " A$TRGAL u 42 9/16"VERTICAL 1 29�'S�" •• •• •�• 63- 6.080 rHIGK GLASS STOP 2,844' 1111" • 1 4" 1 2332" ALUMINUM 6063-T6.070"THICK 4 15/64" 1 11;64'0•' :... :. ..: 1 . 11/6445/ t+vout:r iv —..� 2 5/64" 1.— 3 8 1 9 f 64" 1 15/32" •• rs�with t&e FteMiir. ' 74 MT SCREEN 1/8° 3/8"I 1 37/64" 1 2 -01 0.13 --� 1 29/32" �-- $"Maw* STILE W/SEAL 46 ALUMINUM 8063-T6.060"THICK I 1/4"7 MT SCREEN INTERLOCK - �` T 45 6090 8U STILW 78 BOX SCREEN 37 4 1/4"SILL RISER 75 ASTRAGAL REINFORCING BAR REtNFOR INQ BAR SWEEP ALUMINUM 6063-T6.060"THICK ALUMINUM 6063-76.060"THICK ALUMINUM 6005-T5.168"THICK ALUMINUM 606 -T6.375"THICK ALUMINUM 6063-T6.060"THICK 27/32" 12" 1/2" , i WinDoor 7500 AMSTERDAM DRIVE 0.201" ORLANDO,RL 32832 ,.. , 1 '• TYP. 6x O O INCORPORATED reonaaaraeteano Fm407ae�, 5 wwww3ndoorlac.com i 8100 SERIES RMI �l . REINFORCED & NDN—REINFORCED 11 a iC i ttti4 COMPONENTS i , ' + f 23/64" 2" 2" 1" _i. �� DRAWN: OWG No. REV • '� • .r ''.. Q FIXED PANEL Z CLIP I TJH 08-00875 B Buis rh.',>carnas F?tE.r/, ; 85 Ftorida 146:'02x'1,#+ 6063-TSALUM..050"THICK SCALE NTS DATE 103 09 SHEET 26 OF 26 "`;.+ �" � �•; MIAIMI•QADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S.W. 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 WinDoor, Inc. 7500 Amsterdam Drive Orlando, FL 32832 SCOPE: � , This NOA is beingissued under the a licaVe rules and re uIa ions governing the use of construction PP g g 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 "9050 Thermally Broken" Aluminum Outswing Glazed French Door—L.M.I. APPROVAL DOCUMENT: Drawing No. 08-01637, titled "Series 9050 Terrace Outswing Double Door", sheets 1 through 11 of 11, dated 06/21/12 with revision "A" dated 11/21/12, prepared by manufacture, dated 01/17/13, signed and sealed by Luis Roberto Lomas, P. E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATION: All steel anchor strength shall be minimum Grade 5. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIVIINATION 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 consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P. E. NOA No. 12-0627.07 MUAMbDADE CouNTY Expiration Date: February 07, 2018 JAPPROVEo� Approval Date: February 07, 2013 • �1� a7j. . . . . . . Page 1 k� .rr `j' .'` • ••• • ••• • • + ;yk • •• • •• :09• •• • • • 4 y ••• • ••• • • • • • • • • • • • •• •• • • • •• •• 0 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 08-01637, titled "Series 9050 Terrace Outswing Double Door", sheets 1 through 11 of 11, dated 06/21/12 with revision "A" dated 11/21/12, prepared by manufacture, dated 01/17/13, signed and sealed by Luis Roberto Lomas, 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 an outswing French door, prepared by National Certified Testing Laboratories, Inc., revised Test Report No. NCTL-210-3781-2R, revision date 10/10/12, signed and sealed by Gerard J. Ferrara, 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) 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 an outswing French door, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL-210 3781-2, dated 04/10/12, signed and sealed by Gerard J. Ferrara, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-201 0, submitted dated 06/12/12, prepared, signed, sealed and dated 01/21/13 by Luis Roberto Lomas, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. Jaime D. Ga con, P. E. Product Control Section Supervisor NOA No. 12-0627.07 Expiration Date: February 07,2018 Approval Date: February 07,2013 . .. . . . . ... . .. ... .. . . . .. . ..• . ... . . . . . . .. . . . . . . . . ... . ... . ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . i t I WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Test Report No. ETC-08-1043-20974.0 per ASTM D 1929-96 (2001) (Ignition) dated 07/01/08, issued by ETC Laboratories, Inc., issued to Technoform for Polyimide plastic strut P/N PA 66 GF25, signed by Gurjinder Dhami. 3. Test Report No. ETC-07-1043-19094-0 per ASTM G 26-95 (4500 Xenon Arc) and ASTM D 638 dated 02/18/08, issued by ETC Laboratories, Inc., issued to Technoform for Polyimide plastic strut, signed and sealed by Joseph Labora Doldan, P. E. 4. Test Report No. ATI-61261.01-106-18 per ASTM D 2843-99 (Smoke density) and ASTM D 635 (Rate of burning) dated 12/14/05, issued by Architect Testing, Inc., issued to Technoform for Polyimide plastic strut, signed and sealed by Joseph A. Reed, P. E. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, dated 06/21/12, issued, signed and sealed by Luis Roberto Lomas, P. E. 2. Laboratory addendum letter for Test Report No. NCTL-210-3781 2R, issued by National Certified Testing Laboratories, Inc., dated 10/10/12, signed and sealed by Gerard J. Ferrara, P. E. 3. Laboratory compliance letter for Test Report No. NCTL-210-3781-2, issued by National Certified Testing Laboratories, Inc., dated 04/10/12, signed and sealed by Gerard J. Ferrara, P. E. 4. Laboratory compliance letter for Test Report No. ETC-07-1043-19094-0, issued by ETC Laboratories, Inc., dated 02/18/08, signed and sealed by Joseph Labora Doldan, P. E. 5. Laboratory compliance letter for Test Report No. ATI-61261.01-106-18, issued by Architect Testing, Inc., dated 12/14/05, signed and sealed by Joseph A. Reed, P. E. 6. Proposal No. 09-1509 issued by Product Control, dated 12/03/09, signed by Ishaq Chanda, P. E. G. OTHERS 1. None. Jaime D. Gascon,P. E. Product Control Section Supervisor NOA No. 12--0627.07 Expiration Date: February 07, 2018 see ••• • . . .. Approval Date: February 07,2013 . . . . . . . E-2 . .. . . . . ... . .. ... .. . . . .. . ... . •.• . . • .. . . . . . . . . .. ... . ... . . .• ... . ... . . . . ... . . • • • • • • • • • • • •• •• • • • •• •• REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 11/21/12 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. CORNER CONSTRUCTION AND WEEP HOLES NOTES: SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR STANDARD FRAME CORNER CONSTRUCTION: ENGINEER OF RECORD. FRAME CORNERS ARE OF BUTTED CONSTRUCTION. HEAD AND SILL ARE ATTACHED TO JAMBS 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT USING (2) #10 X 1 1/4" PH SQ DRIVE SS SCREWS. SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR ADA FRAME CORNER CONSTRUCTION: CALCULATIONS. FRAME CORNERS ARE OF BUTTED CONSTRUCTION. HEAD AND SILL ARE ATTACHED TO JAMBS 5. FRAME MATERIAL: ALUMINUM 6063—T6 USING (2) #10 X 1 1/4" PH SQ DRIVE SS SCREWS. 6. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 3 FOR GLASS OPTIONS. .. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND PANEL CORNER CONSTRUCTION: :.: BDRNE DEBRIS REGIONS. PANEL FRAME CORNERS ARE OF BUTTED CONSTRUCTION. • $:••S41M AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE ACTIVE PANEL RAILS ARE ATTACHED TO STILES USING #8 X 1 LEAD POINT SCREWS AT SCREW •••••• BOSSES. •;•••• SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". INACTIV••• ••••• 5s:M*R ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITHas X 3/4'E LEADEPOINT SCREWS ATRAILS AREC HED SCREW BOSSES.TO STILESU#OG SCREWS 'AREADUSEDINN SCREWS OSDSES10 ..... ;...WFICIENT LENGTH TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE WHERE REINFORCEMENT IS PRESENT. •• • ..ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ;�•��; �• �•� 10!fO7R WEEP HOLES:ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH (2) 9/32" X 1" WEEP HOLES WITH PLASTIC COVERS ARE LOCATED 3" FROM SILL ENDS. ":si" ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE :"FI TANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. .;.... .... ?J.-FM ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH •....' SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 1/8" THICK MINIMUM TABLE OF CONTENTS + 7500 AMSTERDAM DRIVE SHEET NO. DESCRIPTION WinDOOr ORLANDO,FL 32832 / rt4o7.4s'mw 1 NOTES Approved w complying with 11w INCORPORATED F=e 4m.481.0505 www.windoorinacom Florida SERIES 9050 TERRACE OUT SWING 2 ELEVATIONS D DOUBLE DOOR 3 — 5 CROSS SECTIONS GLAZING DETAILS AND B.O.M. NOTES 6 — 8 INSTALLATION DETAILS DRAWN: DWG NO. REV Luis R' Lomas P..E, 9 COMPONENTS A.P. 08-01637 A Florida No. 62514 10 — 11 HARDWARE LOCATIONS scaLE NTS °A 0621�12 SHEET 1 OF 11 REVISIONS 76" MAX FRAME WIDTH 76"MAX FRAME WIDTH ' REV DESCRIPTION DATE APPROVED 35 7/8" PANEL WIDTH 26" DLO 35 7/8" PANEL WIDTH 26" DLO A UPDATED PER MD COMMENTS 11/21/12 R.L. C A 6" MAX —6"" MAX —T 18 It 1810 \ MAX O.0 \ MAX 0.C. 108 1/4" / 108 1/4" / DLO / \ DLO / \ 119 5/16" 119 5/16" PANEL PANEL HEIGHT HEIGHT 120" B 120" B MAX 4-8 / MAX FRAME / FRAME / HEIGHT \ / HEIGHT \ / .... see ...... .. ... .. ... .. 6" MAX 6' MAX000 .... . 6" MAX 8 36 MAX TYP 6" MAX 8 3 3/4" MAX TYP • .. .. .. .. ... .. 18 3/4" MAX 6 3/4" MAX TYP 18 3/4" MAX 6 3/4"MAX TYP :'•:•: • SERIES 9050 TERRACE OUT SWING DOUBLE DOOR SERIES 9050 TERRACE OUTS WING DOUBLE DOOR •• • EXTERIOR VIEW WITH ADA SILL EXTERIOR VIEW WITH STANDARD SILL • •'• • .. DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING +30.01-70.OPSF +70.OPSF LARGE AND WHERE WATER WHERE WATER SMALL +70PSF M�SSILEGE �MPACTL INFILTRATION INFILTRATION MISSILE IS NEEDED IS NOT NEEDED IMPACT MISSILE LEVEL D, WIND ZONE 4,AND HVHZ MISSILE LEVEL D, WIND ZONE 4 AND HVHZ WinDoor AMSTERDAM DRIVE V V D o o.r ORLANDO,FL 32832 � INCORPORATED —047.481 0505 www.windoorinc.com r � AAMOve as. lying v;A theFRI DfIte SERIES 9050 TERRACE OUT SWING Q DOUBLE DOOR Fa t nib" ELEVATIONS DRAWN: DWG NO. REV LUIS R. Lomas P.E. A.P. 08-01637 A Florida No. 62514 SCALE NTS DATE 06/21/12 SHEET OF 11 REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 11/21/12 R.L. 55 1 41 1 1/4" 3/16" HS 33 8 .090" SGP BY DUPONT 3/16" TEMP 3/16" HS 48 45 51 7 ALUMINUM SPACER SYSTEM 64 19/32" W X 1 H 0.15" T EXTERIOR BY H E LI MA 15 66 39 66 39 64 39 7/8" BITE EXTERIOR INTERIOR 39 39 15 14 66 15 INTERIOR 66 GLAZING DETAIL A 64 •••• .... ... 7 9/16» ...... .. ... 7 ...... EXTERIOR 1/4" HS .... .. :" 090SGP BY DUPONT •••• •• • 48 " •• • ...... . . ... 53 INTERIOR 1 4" HS ..'..• •..•.: ... 52 / 45 ...... 12 EXTERIOR • 33 48 39 66 ...... 000 0 .. . . ... 41 42 3 64 • 7/8" BITE 33 14 55 INTERIOR VERTICAL SECTION VERTICAL SECTION GLAZING DETAIL B 3 STANDARD FRAME AND SILL 3 STANDARD FRAME W/ADA SILL 7500 AMSTERDAM DRIVE WinDoor ORLANDO,FL 32832 Phoma:407.48IMM INCORPORA.'TED F=407.481.0505 www.windoorincwm Apprnmed as complying wide the Fl°dfl`�B SERIES 9050 TERRACE OUT SWING ,r lit® O / I tv�� � � DOUBLE DOOR 'el'roc3ee�¢� of CROSS SECTIONS GLAZING DETAILS AND B.O.M. DRAWN: DWG N0. REV A.P. 08-01637 A Luis 'R. Lomas "P•:`E. Florida No. 62514 scAl E NTS DATE 06/21/12 SHEET 3 OF 11 Ar REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 11/21/12 R.L. 2 35 8 45 4 64 66 39 39 66 23 11 44 6 64 66 23 INTERIOR 0 EXTERIOR ...... .. Soo % :00 .. . ... .... . ... . ...... . . ... . .. .. 96 .. ... .. :::, 36 16 41 48 z 39 14 10 43 46 14 23 39 �••••• • 1 .. ... e4 HORIZONTAL SECTION 7500 AMSTERDAM DRIVE WinDoor ORLANDO,FL 32832 Ph-e:4M.4si.s4W Approved as complying with the INCORPORATED >=407.481.0505 www.windoorinc.com Florida l3acii i�tej po/of SERIES 9050 TERRACE OUT SWING NOA# — DOUBLE DOOR � j711 ` T CROSS SCTIONS GLAZING DETAILS AND B.O.M. c DRAWN: DWG NO. REV Luis R. Lomas P.E. A.P. 08-01637 A Florida No. 62514 SCALE NTS DATE 06/21/12 SHEET OF 11 PARTS LIST REVISIONS NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION DATE APPROVED 1 905A32 FRAME HEAD & SILL KEYMARK 6063—T6 A UPDATED PER MD COMMENTS 11/21/12 R.L. 2 905A21 FRAME JAMB KEYMARK 6063—T6 3 S46079 ADA SILL W/ URETHANE BREAK KEYMARK 6063—T6 4 905A03 HINGE STILE ACTIVE PANEL KEYMARK 6063—T6 PARTS LIST 5 905A18 STILE INACTIVE PANEL KEYMARK 6063—T6 NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 6 905A17 STILE ACTIVE PANEL KEYMARK 6063—T6 43 4-3911 WEATHERSTRIP LAUREN MFG. 75 DUROMETER 7 905AO5 TOP & BOTTOM RAIL PANEL KEYMARK 6063—T6 44 4-3912 WEATHERSTRIP LAUREN MFG. 75 DUROMETER 8 S46085 JAMB & HEAD COVER PLATE KEYMARK 6063—T6 45 4-3913 EPDM SEAL LAUREN MFG. 75 DUROMETER 9 S46086 SILL COVER PLATE KEYMARK 6063—T6 46 4-3826 SPONGE EPDM WITH PSA TAPE LAUREN MFG. 75 DUROMETER 10 S06862 STILE REINFORCEMENT — LARGE KEYMARK 6063—T6 47 52105 STRIP PLUG LAUREN MFG. 75 DUROMETER 11 S06803 STILE REINFORCEMENT — SMALL KEYMARK 6063—T6 48 54576 SPONGE EPDM SEAL LAUREN MFG. 75 DUROMETER 12 905AO9 ADA PANEL BOTTOM RAIL KEYMARK 6063—T6 49 53993 STRUT COVER LAUREN MFG. 75 DUROMETER 13 S46080 EURO FRAME GROOVE COVER KEYMARK 6063—T6 50 8303 WEATHERSTRIP TRELLEBORG 75 DUROMETER 14 S46082 GLAZING BEAD 437 — 562 KEYMARK 6063—T6 51 TP-446 FILLER TEAM PLASTICS 92 DUROMETER 15 S46084 GLAZING BEAD 1.250 KEYMARK 6063—T6 53 TP-1126 FILLER TEAM PLASTICS 90 DUROMETER 16 00598N FLASH XXL DOOR HINGE SET GIESSE 54 131014 #8 X 1" PH SQ. DRIVE SCREW 17 00599 HINGE COVERS GIESSE 55 131008 #10 X 3/4" PHILL FH TEK SCREW 18 00591 HINGE PRELOAD PLATE GIESSE 56 #10 X 3/4" PHILL FH TAPCON 19 BOTTOM EXTENSION HOPPE 58 131005 #10 X 1 1/4' PH SQ. DRIVE SCREN ••• •• ••• 59 131001 #10 X 2 1/2' PHILLIPS FH TEK sees• ••• • 20 MIDDLE EXTENSION HOPPE 0.0.0• •as ••• 21 TOP EXTENSION HOPPE 60 #14 X 3" PH 090;00 0 • see 61 #14 X 3" FH ••00 •• • ' ' . .. .. 22 MORTISE FLUSHBOLT HOPPE000000 .... . 23 HANDLE & TRIM SET HOPPE 64 FG0015011 GLASS SHIM 1/4"X3/4"X3/4" TO 1" NEOPRENE 80D 00:00: •. • 0 see 65 SIKA 552 SILICONE CAULK " " " " "' 24 LOCK CYLINDER & THUMB TURN HOPPE 0000.. ' 25 p7012093eSWH HOOK LATCH STRIKE PLATE HOPPE 66 URETHANE SEALANT "• ' 0000.. 26 p7012011 eWLD LATCH & DEAD BOLT STRIKE PLATES HOPPE :00 •• 27 p701 XXX—SBR SHOOT BOLT REINFORCING PLATES HOPPE ITEMS 37,38,52,57, 62,63,ARE NOT USED. .'' • 28 p10311—SPACER SHOOT BOLT REINFORCING SHIM HOPPE 29 1 1900908 10 MM STANDARD ROD GUIDES HOPPE 30 8787443 30 'MM FLUSH BOLT ROD LOCK HOPPE 31 10 MM FLUSH BOLT ROD HOPPE 32 10 MM FLUSH BOLT ROD HOPPE 33 p701201 OeWSB SHOOT BOLT STRIKE HOPPE 7500 AMSTERDAM DRIVE 34 WA2L WEEP HOLE COVER ENGINEERING WinDOOr ORLANDO,FL 32832 INCORPORATED MM PI.— 40i481.050s www.windoorinc.com 35 905—VX-25 JAMB ANCHOR COVER MOR—X PLASTICS PVC Approved ss saaaapl3r�WA dw 4 36 1445 SNUBBER DRIVE ADVANTAGE MFG. Florida Eu� � SERIES 9050 TERRACE OUT SWING M DOUBLE DOOR 39 TP 1046 #7 GLAZING VINYL TEAM PLASTICS 85 DUROMETER 'Od CROSS SECTIONS GLAZING DETAILS AND B.O.M. 40 905VP-21 RAMP BLOCK y DRAWN: DWG N0. REV 41 90003-1 WEATHERSTRIP LAUREN MFG. 75 DUROMETER A.P. 08-01637 A Florida No 6251Luis R. Lomas 4 42 1 4-2709 WEATHERSTRIP LAUREN MFG. 75 DUROMETER SCALENTS DATE 06/21X12 SHEET5 OF 11 2k REVISIONS 1" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE WOOD FRAMING A UPDATED PER MD COMMENTS 11/21/12 R.L. OR 2X BUCK BY OTHERS 1 3/4" MIN. 1 3/4" MIN. 1/4" MAX. EMBEDMENT EMBEDMENT SHIM SPACE APPROVED SEALANT 1/4" MAX. 1" MIN. SHIM SPACE EDGE DISTANCE 0 eINTERIOR # 14 WOOD 2 1/8' o SCREW MIN. SPACING - o 0 #14 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK INTERIOR BY OTHERS o EXTERIOR EXTERIOR INTER/0R APPROVED sees SEALANT • . . .... ... . #10 WOOD #14 WOOD ' e JAMB INSTALLATION DETAIL '•' SCREW SCREW ...... '00 .00 6 WOOD FRAMING OR 2X BUCK INSTALLATION •••;•• • • • APPROVED .... "' .. SEALANT '.•..' ... 1/4" MAX. •••••• • •••' o SHIM SPACE • WOOD FRAMING .":'. 0 • OR 2X BUCK ' '•• BY OTHERS 1 3/4" MIN. ' • EMBEDMENT •' ' • NOTE. " #14 WOOD INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT 0- SCREW SHOWN FOR CLARITY. APPROVED C VERTICAL CROSS SECTION SEALANT 1/4" MAX. WOOD FRAMING OR 2X BUCK INSTALLATION SHIM SPACE STANDARD FRAME WITH ADA SILL WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/ 1 MIN. 7500 AMSTERDAM DRIVE EMBEDMENT WinDoor ORLANDO,FL 32832 INCORPORATED Pho—amaea. M APProved as complyins with the E=407.481.0505 www.wmdoorinr- Florida B ' C A VERTICAL CROSS SECTION �A# O SERIES 9050 TERRACE OUT SWING WOOD FRAMING OR 2X BUCK INSTALLATIONpcg G t DOUBLE DOOR INSTALLATION DETAILS STANDARD FRAME AND SILL DRAWN: DWG NO. REV LUIS R. Lomas P.E. A.P. 08-01637 A Florida No. 62514 SCALE NTS DATE 06/21/12 SHEET 6 OF 11 REVISIONS REV DESCRIPTION DATE -APPROVED A UPDATED PER MD COMMENTS 11/21/12 R.L. ` 1/4" MAX. SHIM SPACE M ETAL STRUCTURE 1/4" MAX, BY OTHERS —� SHIM SPACE #14 SMS OR r SELF DRILLING SCREWS APPROVED SEALANT INTERIOR 0 2 1/8" o MIN. #14 SMS OR SPACING SELF DRILLING SCREW METAL o STRUCTURE BY OTHERS INTERIOR ° EXTERIOR EXTERIOR INTERIOR APPROVED EXTERIOR BJAMB INSTALLATION DETAIL ••••; •;;�•� �• • 7 METAL STRUCTURE INSTALLATION ....•• '•; •. 0% • IN .... .. . • #10 SELF #14 SMS OR Does •• .. .. DRILLING SELF DRILLING 49.64• •• ..e SCREW SCREW 44 94 •. .. .. ... . . • APPROVED .. ... SEALANT ...... #14 SMS OR e ' p � 1/4" MAX. '••' • •• ••• SELF DRILLING SHIM SPACE ... . SCREW METAL APPROVED STRUCTURE SEALANT 1/4 MAX. BY OTHERS " SHIM SPACE C VERTICAL CROSS SECTION 77 METAL STRUCTURE INSTALLATION STRUCTUREMETAL T STANDARD FRAME WITH ADA SILL BY OTHERS 7500 AMSTERDAM DRIVE VERTICAL CROSS SECTION W1nD oor ORLANDO,FL 32832 AcomMETAL STRUCTURE INSTALLATION INCORPORATED PhonC 407.481.8" Fac 407.481.0505 www.windoorinc. TSTANDARD FRAME AND SILL Approved as complying with the Dfti D Zp ?.J SERIES 9050 TERRACE OUT SWING N®A# -D DOUBLE DOOR INSTALLATION DETAILS NOTE: B DRAWN: DWG NO. REV LUIS R. Lomas 'PbE. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NO A.P. 08-01637 A Florida No. 62514 SHOWN FOR CLARITY SCALE NTS DATE 06/21/12 ISHEET7 OF 11 2 1/8" MIN. 2 1/2" MIN. REVISIONS TAPCON SPACING EDGE DISTANCE REV DESCRIPTION DATE APPROVED ° A UPDATED PER MD COMMENTS 11/21/12 R.L. CONCRETE/ °a MASONRY ° 4� ° °°. 1 3/4" MIN. BY OTHERS 4 4 ° ' 1 3/4" MIN. EMBEDMENT OPTIONAL ° ° ° ° ° 4 EMBEDMENT ° ° t CONCRETE/MASONRY a .. 1X BUCK BY OTHERS ° TO BE PROPERLY } OPTIONAL 1X BUCK a 1/4 MAX. SEE NOTE 3 SECURED TO BE PROPERLY SHIM SPACE 1/4" TAPCON SECURED ° SHEET 1 SEE NOTE 3 SHEET 1 1/4" MAX. °� • APPROVED SHIM SPACE SEALANT INTERIOR 2 1/8" MIN. o 1/4" TAPCON SPACING a ° . . a CD 2 1/2" ° #10 WOOD MIN. EDGE SCREW DISTANCE o EXTERi0m.. INTERIOR APPROVED 1/4" a ° . EXTERIOR••••• SEALANT TAPCON OPTIONAL 1/4" MAX. APPROVED ,,,.., •„ 1 X BUCK SHIM SPACE SEALANT 0 , . TO BE ••• •• PROPERLY � JAMB INSTALLATION DET,AM". V.pc�-, •. • SECURED 8 CONCRETEIMASONRY INSTALLATI •* • •• •• SEE NOTE 3 �•:*•• 0 �•• • . . . SHEET 1 ° ' 4' ° ' o .• •• •. •• •.• •• 4° 1 3/4" MIN. • • 000 00 CONCRETE/ 4 . •••��• EMBEDMENT NOTE: APPROVED 1/4" TAPCON MASONRY e a' d 4 ' ° °a INTERIOR AND EXTERIORFINIAN9, •�• •• �Y OTHEfIg GIOT • • SEALANT BY OTHERS 4: ° SHOWN FOR CLARITY. •..1 O' 4 OPTIONAL 1X BUCK 2 1/2" MIN. TO BE 1/4" MAX. EDGE DISTANCE PROPERLY SECURED SHIM SPACE C VERTICAL CROSS SECTION SEE NOTE 3 Fig 8 CONCRETEIMASONRY INSTALLATION SHEET 1 STANDARD FRAME WITH ADA SILL 7500 AMSTERDAM DRIVE ° o o ° ' 4 ° °a ° ' —� o0Y ORLANDO,FI.32832 ° . 4, 1 3/4 MIN. INCORPORATED Phow.407.4sIJ" 4 0 °. ° ° . '4 ° EMBEDMENT Approved as complying 6vit11 the Fes 407.481.0505 www.windoorinc com P CONCRETE/ ° : ° Florida>ggtid � 4 8'' Date SERIES 9050 TERRACE OUT SWING MASONRY o a• . a N®A,# / BY OTHERS N Co to DOUBLE DOOR O��7/ 2 1/2" MIN. INSTALLATION DETAILS VERTICAL CROSS SECTION EDGE DISTANCE DRAWN: DWG NO. REV 8 A.P. 08-01637 A Luis R. Lomas 1.14,CONCRETE/MASONRY/NSTALLA770N Florida No. 62514 STANDARD FRAME AND SILL SCALE NTS DATE 06/21/12 SHEET OF 11 4 1/2" REVISIONS REV DESCRIPTION DATE APPROVED 4 1/2" A UPDATED PER MD COMMENTS 11/21/12 R.L. 2 15/16" 3 3/8" 1 11/16" 2 3/16" Ic— i —n4LE U -- 4 1/2„ 1/2" ~1 O FRAME HEAD& SILL O FRAME JAMBADAADA SILL ALUMINUM 6063-T6.050"THICK ALUMINUM 6063-T6.090"THICK ALUMINUM 6063-T6.090"THICK 2 3/4" 2 3/4" 2 7/16" -.{ 1 5/8" 2 3/4" I � 3 1/2" 1 T 1 1/16" -RF 4 f1 _Uz� 4 1/16- O HEAD& JAMB 890909 4 1/16" 4 COVER PLATE 10 REINF�Q6YENT], E ALUMINUM 6063-T6.070"THICK ALUMINU 0 T61.210"TACK 3 13/16" 5 7/8" M6��'' 4 1/8" 4„ 690:09 0 0 4 1/16" 0e66*: seat* .. Li 1 5/8„ 9696 66 Wee 6666.. . . 6666 vFT11F 9 . . 9 .. .. .. .. 6666. 9 1 1/16" 6666.. LOCK STILE 5/8„ 6666: HINGE STILE LOCK STILE 6 ACTIVE PANELO TOP& BOTTOM RAIL �- '9 O 0 7o0o ACTIVE PANEL INACTIVE PANEL ALUMINUM 6063-T6.090"THICK 7 ALUMINUM 6063-T6.090"THICK SILL 9 �- O 00 ALUMINUM 6063-T6.090"THICK ALUMINUM 6063-T6.090"THICK LL 1 1/4" ALUMINUM 6063-T6.090"THICK COVER PLATE 1 1 REINFORCEMENT SMALL 6005-T61.250"THICK 2 3/4" 1 1/2" 3/4" 1 11/16" 1 7/16" 3/4" 1: 1 3/16" 461 1 1/4" 1 1/4" JAMB ANCHOR COVER � 35 pVC.050"THICK ADA BOTTOM RAIL GLAZING BEAD GLAZING BEAD7500 AMSTERDAM DRIVE ALUMINUM 6063-T6050"THICK ALUMINUM 6063-T6 12 ADAPTER 14 15 oor ORLANDO,FL 32832 ALUMINUM 6063-T6 A80"THICK . .050" W �THICK �YJ' INCORPORATED M=407.482.M „ 13/16" FN09)L � comP1Ym8 with tim r=407.481.0505 www.windoorinc.com 4v7o4--v 1 1/4 B SERIES 9050 TERRACE OUT SWING _ / 013 �-7 3/8" 1/4" Pso co 1` DOUBLE DOOS tl 15� T�_ _ COMPONENTS OSTRUT COVER THERMAL STRUT DRAWN: DWG NO. REV Luis R. Lomas P.E. 49 80 DUROMETER EPDM.201"THICK (D&D NYLON POLYAMIDE.070"THICK A.P. 08-01637 A Florida No. 6251.4 TENSILE STRENGTH 10,390 PSI SCALE NTS DATE 06/21/12 SHEET 9 OF 11 REVISIONS REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 11/21/12 R.L. 1 5/16" 1 3/16" 5/16" 7/16" SEE DETAIL D SEE DETAIL D SHEET 11 SHEET 11 rn Lj 21 21 Sol 25 25 20 20 - 16 17 16 17 .. • (o 23 Ld Ld - rnw of \ 2 '..z a . .•.- M t0 19 U,m M _ •• •• 18 Y� m ••�••' pD W~ �o0 00 - • • s1�. •••••• QGO CO :• •: � •• d 2 rj r p r Q • O _ Z p) • OfY z •••••• \ N W O '• i • • W •••••• • LLa7 0) Q Lh Q:�C SEE DETAIL E SEE DETAIL F SHEET 11 SHEET 11 HARDWARE LOCATION HARDWARE LOCATION FOR STANDARD FRAME AND SILL FOR STANDARD FRAME WITH ADA Sill 7500 AMSTERDAM DRIVE WinDoor ORLANDO,FL 32832 iN-CORPORATEI7 Phone 407.481.8400 1 407.481.0505 www.windoorinc.com Florida B Approved as complying with the Date SERIES 9050 TERRACE OUT SWING MIDDLE HINGE NOTES: N®!IJ DOUBLE DOOR 1. LOCATE HINGE AT MIDPOINT OF FRAME HEIGHT. Mial 0 1 HARDWARE LOCATIONS 2. LOCATE SNUBBER DRIVE AT 10" MAX ON EACH DRAWN: DWG NO. REV Luis R. Lomas F.E. SIDE OF MIDDLE HINGE. A.P. 08-01637 A Florida R. No. 62514. SCALE NTS JDATE 06/21/12 SHEET 10 OF 11 ollml REVISIONS 55 32 33 21 1 REV DESCRIPTION DATE APPROVED A UPDATED PER MD COMMENTS 11/21/12 R.L. 6 — 5 5 0000 DETAIL D . . 0000 0000. STANDARD HEAD BOLT INSTALLATION •• • ••• • • 0000.. .. 0000 0000.. • 6 •... 0000 .. • 0000 0 •• as • • • 0000.. ••. • • . .. .. .. .. 0000 • 0000.. • • • • 0000 •0000• .. 0 • ••• • 0• 0 5 56 31 33 19 Z DETAIL F ADA SILL BOLT INSTALLATION 7500 AMSTERDAM DRIVE Wi 0Or ORLANDO,FL 32832 INCORPORATED Phone:Q7.481.8400 F=407.481.0505 www.viindoorinc.com t Approved as complying with the Florida Bup o! SERIES 9050 TERRACE OUT SWING 55 31 33 19 1 EWeNOA{i �, DOUBLE DOOR Mi- ad Prod ct or�roI HARDWARE LOCATIONS DETAIL E DRAWN: DWG N0. REV STANDARD SILL BOLT INSTALLATION A.P. 08-01637 A Luis A. Lomas P:E. Florida No. 62514 SCALE NTS DATE 06/21/12 SHEET OF 11 z- i J MIAMIN E ARA�NII-RADE COUNTY o PRODUCT CONTROL SECTION DEPARTi41ENT 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 ACCEPT CE NOA %v%v%v.niiantidade.eovleconomy WinDoor,Inc. _ 7500 Amsterdaln Drive Orlando,FL 32832Yles SCOPE:This NOA is being issued un er th applicable 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 1yliatni 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 A14J 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 113000/4000"Clipped,Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No.FE 10009,titled"Series 3000/4000 Impact Mullion(LMI 8c SMI)",sheets 1 through 11 of 11,dated 07/22/11,with revision B dated 09/29/14,prepared by PTC Product Design Group,LLC,signed and sealed by Robert James Arnoruso,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: Eacli-unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other put-poses 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#12-0320.14 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P:E. NOA No. 14-1014.05 MlAhtl DARE COUNTY �' ,i' Expiration Date: October 14,2019 Approval Date: February 26,2015 sI� Page l 7 r lVi,K: • • • • • • • • • F ,r • •• • • • • ••• • 00 Soo so a 0 0 so Soo 0:0 Soo 00: • • • • • • • •• • • • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • WinDoor,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No FE 10009, Sheets 1 through 11 of 11,titled"Series 3000/4000 Impact Mullion(LMI&SMI)", dated 07/22/11, with revision B dated 09/29/14,prepared by PTC Product Design Group,LLC, signed and sealed by Robert James Amoruso,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) Small Missile Impact Test per FBC,TAS 201-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 7)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of series 5000 aluminum single hung windows mulled together,prepared by National Certified Testing Laboratories,Test Report No. NCTL-210-3567-3, specimens: #1-(TSH-7), #2-(TSH-8),#3-(SH-7), 1/4-(SH-8),dated 12/18/08, signed and sealed by Gerard John Ferrara,P.E. (Submitted under NOA #09-0610.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 09/29/14,prepared by PTC,LLC,signed and sealed by Robert James Amoruso,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`h Edition (2014), and of no, financial interest,dated 08/26/14, issued by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Laboratory compliance letter for Test Report No. NCTL-210-3567-3,issued by National Certified Testing Laboratories,dated March 4,2009, signed and sealed by Gerard J. Ferrara, P.E. (Sithinitted under NOA #09-0610..12) G. OTHERS 1. Notice of Acceptance No. 12-0320.14, issued to WinDoor, Inc. for their Series "3000/4000" Aluminum Tube Mullion — L.M.I., roved on 05/31/ nd e\piring on 10/14/14. Maituei -erez,P.E. . Product ContrEza finer NOA No.-t -101 .Os Expiration Date: October 14,2019 Approval Date: February 26,2015 E- 1 ' .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• • ••• • ••• • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ca ND Ince IMPACT Mullion for ,�.. Fixed Window, LMI& SMI � VVSTALL.A?'1'ON.A"CHORAGE DETAMS ' n N GENERAL NOTES: (ALL DRAWING SHEETS) INSTALLATION NOTES: w 1. WINDOOR'S WINDOW CONFIGURATIONS FOR USE WITH S. ALLOWABLE PRESSURE ON THE MULLED UNIT ASSEMBLY 1. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE o Z THE WINDOOR MULLION SHOWN ON SHEET 3,ITEM 1 ARE SHALL BE CONTROLLED BY THE LESSER ALLOWABLE MINIMUM NUMBER OF ANCHORS TO BE USED FOR MULLION F E O SHOWN ON SHEET 2 ELEVATIONS.WINDOOR'S WINDOWS PRESSURE OF THE MULLION OR THE INDIVIDUAL INSTALLATION. m °- w APPROVED UNDER SEPARATE NOAS. WINDOW UNIT. $ 2.FOR INSTALLATION INTO CONCRETE SUBSTRATE,USE 3116° W 2.THESE MULLION SYSTEMS HAVE BEEN TESTED(TEST 9. FOR WINDOW FRAME TO OPENING ATTACHMENT AND DIAMETER CONCRETE SCREWS OF SUFFICIENT LENGTH TO o j REPORT NO.NCTL-210-3744-3),ANALYZED AND APPROVED MULLION ATTACHMENT,SEE THE RESPECTIVE PRODUCT ACHIEVE 1314"EMBEDMENT INTO CONCRETE. FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN APPROVAL DRAWINGS FOR THE WINDOW. Q Ort THYSE DMWI49S. 3. FOR INSTALLATION INTO WOOD FRAMING,USE#10 WOOD • ..• 10.MULLION LENGTHS,TRIBUTARY LOAD AND DESIGN SCREWS OR TAPPING SCREWS(TYPE AB)OF SUFFICIENT •• ••3. BLOSK-AND FRAME OPENINGS MUST BE DESIGNED& PRESSURE ARE RESTRICTED BY THOSE SHOWN ON THE LENGTH TO ACHIEVE 17116"MINIMUM EMBEDMENT. g • ••• CONS7ROCTED-T •vyp HSTAND WIND LOADS TABLES. 9:1669 TR6�§f pRRED B•Y•TVp MULLIONS&SUPPORTED 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL ¢ g W14DOWS.1X�Q f&BUCKS SHOWN SHALL BE DESIGNED 11.THE LOADS IN THESE TABLES CONSIDER WORST CASE OF FINISHES(INCLUDING BUT NOT LIMITED TO STUCCO,FOAM, Ca •• :*6 ANDANCOORED•T•Q PROPERLY TRANSFER ALL LOADS TO MULLION STRESS,DEFLECTION AND END LOAD REACTION, BRICK VENEER,AND SIDING). • •• THff�STVgCTURF A.V-ARE THE RESPONSIBILITY OF THE r • ARCHITECT ORA ftQ EER OF RECORD AS REQUIRED BY 12.ANY CONDITIONS NOT COVERED IN THIS APPROVAL 5. INSTALLATION ANCHORS MUST BE MADE OF CORROSION •• ••• WINQOOR'S MI4ytQWE APPROVED NOA WINDOW SHALL BE SUBJECT TO SEPARATE ENGINEERING RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT • INS jAtWION.• •• EVALUATION TO BE REVIEWED BY BUILDING OFFICIAL. COATING. Robert J.Amoroso,P.E. • FL License No.49752 •• ••4.ALL•;�G Rj7WARE&FASTENERS SHALL BE IN ACCORDANCE 13.ALL MULLIONS AND CUPS SHALL BE 6063-T6 ALUMINUM. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN WITH THESE DRAWINGS&MAY NOT VARY UNLESS ACCORDANCE WITH ANCHOR MANUFACTURER'S '0 1Mf S 14t�tt SPECIFICALLY APPROVED BY THE ARCHITECT OR 14.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT 4%� ENGINEER OF RECORD UNDER SEPARATE ENGINEERING SCREWS,THAT COME INTO CONTACT WITH OTHER BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 4��52*•L�G£N Sis,. G���� EVALUATION. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS MINIMUM STRENGTH SPECIFIED BY THE ANCHOR 4• .c!� . OF CURRENT EDITION OF THE FLORIDA BUILDING CODE. MANUFACTURER IN NOTE 7 BELOW. 4�; No 49752 o g 5.THESE MULLION SYSTEMS HAVE BEEN DESIGNED IN •� ACCORDANCE WITH THE CURRENT EDITION OF THE 7.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN FLORIDA BUILDING CODE(FBC)INCLUDING THE WIND ARE BASED ON SUBSTRATE MATERIALS WITH THE �: STATE F �Wo BORNE DEBRIS REGION(WBDR)AND THE HIGH VELOCITY FOLLOWING PROPERTIES: `em�T'•.;�`4 O�"•: ��'` HURRICANE ZONE(HVHZj. A.WOOD PT SOUTHERN YELLOW PINE-MINIMUM "�eFsS•0 n 1 •��,,e� SPECIFIC GRAVITY 1S 0.55.LUMBER MUST yet f ONA0a 6. THE MULLION PRODUCT HAS BEEN TESTED IN COMPLY WITH THE CURRENT EDITION OF THE FBC WITH �ti#111119110 ACCORDANCE WITH DADE COUNTY PROTOCOLS TAS-201, TABLE OF CONTENTS REGARDS TO WOOD PROTECTION. TAS-202&TAS-203 FOR LARGE AND SMALL MISSILE IMPACT SHEET REV. SHEET DESCRIPTION B.CONCRETE=3000 PSI MIN. &CYCLE TESTING AND AIR,WATER&STRUCTURAL 1 — GENERAL AND INSTALLATION NOTES PTC Product Design Group,LLC Po sox 520775 TESTING. 2 — MULLION ELEVATIONS Longwood,FL 32752-0775 3 — BILL OF MATERIALS&COMPONENTS 321-690-1788(P) 321-690-1189(F) 7. ALL PRODUCTS TO BE USED WITH THESE MULLIONS FSPE Cert.of Auth.No.25935 MUST BE WINDOOR'S SERIES 4000 ALUMINUM SINGLE HUNG 4 — VERTICAL SECTIONS OR SERIES 3000 FIXED WINDOWS MANUFACTURED BY 5 — VERTICAL SECTIONS 7500 j 7500 AMSTERDAM DRIVE WINDOOR AND HOLDING A MIAMI DADE 6 VERTICAL SECTIONS y y iNDwR ORLANDO,FL 32832 APPROVED NOTICE OF ACCEPTANCE(NOA). 7 --- HORIZONTAL SECTIONS PRODUCT REVISED Pbom407Aei SM 8 — ANCHOR SCHEDULE as BtCode with the Florida nvCORPC312 ATED Fm 407.481M nwv windoorinc.com 9 — DESIGN PRESSURE TABLES Acceptance Idoj�-j�,j¢p0F7 DRAWING TITLE: 10 — DESIGN PRESSURE TABLES E) itatt n Date _ 8 SERIES 3000/4000 IMPACT MULLION (LMI&SMI) 11 — DESIGN PRESSURE TABLES p�. v� �i GENERAL AND INSTALLATION NOTES A4imn Uade Product CSIZE I DRAWN BY: DWG NO. REV JBH FE10009 B SCALE NTSDATE: 07/22/11 SHEET 10FIl EQUAL LEG FRAME ELEVATION_ S SEE SHEET 4,VERTICAL SECTIONS&SHEET 7,HORIZONTAL SECTIONS y, 2"MULL WIDTHSEE CLIP CONNECTION SEE CLIP CONNECTION SEE CLIP CONNECTION .✓-TYPE A ORB 2"MULL WIDTH TYPE A OR B r MULL WIDTH s�TYPE A OR B --------------- ----------- - ---- -- {{ L MULLION fit MULLION s � � MULLION 1( � j�� MULLION SPAN { ; O O ! SPAN { O t I i, SPAN (� ! q -=_===___—_ - -:-.__-_____.-_- NINDOW 1L _ � i � � WINDOW o � - - - - - - - - �_ rr HEIGHT ; _ t WINDOW I s+ - - - { , HEIGHT # i HEIGHT ,I I{, LL _ ! L MULLION 1 ,� MULLION = z O cQi i � ,► ,, I I 1 , {1 0E 0 a w W -------- =- -=- = 1— lJL =--= -= -=-==__-====-=s1 --------------- - , - - - - - - - - - - ------------ � LU IL SEE CLIT CONNECTION SEE CLI CONNECTION SEE CLI CONNECTION ap o- TYPE A R B TYPE A R S TYPE A R B OR w1/2 W212 W1/2 W212 W112 W2/2 IW— g .. W1 W2 W1 W2 W1 W2 0 .• LOAD WIDTH W LOAD WIDTH W LOAD WIDTH W � ° °•° ••••• •°° ELEVATION 1 ELEVATION 2 ELEVATION 3 .. ... •0 ••• •• •• •• •• tb Q -g- ° ° FLANGE FRAME ELEVATIONS SEE SHEET 5&6,VERTICAL SECTIONS&SHEET 7,HORIZONTAL SECTIONS It . ... . . ...... • • SEE CLIP CONNECTION • SEE CUP CONNECTION . SEE CLIP CONNECTION °•• •••• 0 1%ssPACING 1 SPACING 1 SPACING • • • •• •••• TYPE A OR B TYPE A OR B ,r✓�TYPE A OR 13 N 04 . �� - - - - -__- - - =s r_-�Yr:� - - - - - - - = - - --------------- _` - - = - - _ - - - "---------`--=`==' {S . •• j) l� - _ _ n---- ••9••• ' • • I ! I Z •••• RP.E. kL MULLION OF{ FL LicenseNo. 297 MULLION see-° MULLION MULLION , ! , � , t♦��tttttlfito��t� SPAN 1 Q O ! SPAN O SPAN I€ { .' YlmE2 4 ••. ,L_-------------- - - - - - - - - - - - ------------,I Il--------------- - - - - � . © . - -------- - - _- - - - - - -------------- WINDOW r------------- - - - - --_ 1NDOW 1� {1 WINDOW `�eek,Q�••�C E 1VS'. .Q,i HEIGHT - - HEIGHT ; ; HEIGHT � '• NO 49752 •�'G�©�v ,.� u_Y , I MULLION { L MULLION -ts :?f• STAT . OF &U: ' { {�__ - •moi F •.,O R p --------------- - - - - - - ------------- ------------- - - - - { S --------- - - - - - I - - - - - - =-------------- ------------- - - - - - - - - - - - ----- ------ ------- - - - ----- -------- °i*��5+�� RC1♦♦♦e SEE�A, CONNECTION SEE CLI CONNECTION - SEE CLI CONNECTION I littl#1111% �` TYP ,C,DOR E TYPE A,B,C,D OR E TYPE A,B.C,D OR E W1/2 W212 w1/2 W2/2 W1/2 W2/2 W1 W2 W7 W2 w1 W2 PTC Product Des#gn Group,LLC PO Box 520775 LOAD WIDTH W LOAD WIDTH W LOAD WIDTH W Longwood,FL 32752-0775 -690-1788(P� 321-690-1789(F ELEVATION 1 ELEVATION 2 ELEVATION 3 321FSPE cert.of Auth.No.25935 PRODUCT REVISED as complying with the FIMda �T M 7500 AMSTERDAM DRIVE Building Code INDOOR ORLANDO,FL 32832 SERIES 4000 SINGLE HUNG AND 3000 FIXED WINDOWS AVERAGE LOAD WIDTH - EQUAL LEG; W= (W1 + W2)/2 + 2" Acceptance No MAXIMUM DIMENSIONS EQUAL LEG FRAME FLANGE FRAME + + - - a T Coxyoz� n � ���t - FLANGE; W = (W1 W2} /2 1" E'P�i;fltionllate � a Fax:407.48i.osos .vwrvmir,aoor;nc.com Wf 33• 54• NOTES: By DRAWING TITLE: 1-ELEVATIONS ARE VIEWED FROM EXTERIOR. 5- W:AVERAGE LOAD WIDTH Miarn'Dade Produce c ontro3 ' SERIES 3000/4000 IMPACT MULLION (LMI&SMI) W2 53• 54• ELEVATION DETAILS • 2-SCREENS ARE NOT SHOWN FOR CLARITY. 6-MULLION SPAN IS THE SAME AS NDOW SIZE DRAWN BY: DWG NO. REV WINDOW HEIGHT 72 73' 3-ALL DIMENSIONS ARE IN INCHES. HEIGHT FOR THE EQUAL LEG FRAME AND MULLION SPAN 7r 72" 4-ALL MULLIONS SHALL BE 6063-T6 ALUMINUM. IS 1"SHORTER FOR THE FLANGE FRAME. JBH FE10009 B SCALE NTSDATE: 07122114 1 SHEET 20F11 o}o O TUBE MULLION 2 X 4 O EXT MULLION CLIP O SILL MULLION CLIP PART No.F25717 PART No.F0708-1 PART No.FE5708 2 BILL OF MATERIALS 2`1 ITEM# PART DESCRIPTION PART O MATERIAL o l r—3.188"I 3.188"— OWG NO.l1 TUBE MULLION 2 x 4 FE 5717 ALUM.EXTRUSION (6063.TS) _ _ 2 EXT MULLION CLIP(6 Anchor Holes) FE 570&1 ALUM.EXTRUSION (8063.78) i " 0.125" a ® 0.125° 3 SILL MULLION CLIP(6 Anchor Holes) I FE 5708-2 ALUtA.EXTRUSION (6063•T6) 40 x 1.76" _ 1.75" 4 EXT MULLION CUP(S Anchor Holes) FE 5708.4 ALUM.EXTRUSION (806346) 0.125" ® ® 5 SILL MULLION CLIP(8 Anchor Holes) FE 5708-5 ALUM.EXTRUSION (6063-TO) 0 ca V 6.5° t 6.50 cm3 u. z Z 0.375" - ® - ' o vF o F SECTION PROPERTIES: �. 2,5- •-2.5° 2.188" fl 0- AREA:2.316 Ing . .. Ix:6.669 Ino Q SX:2.8351n3 0 . CL % .•• • • • o •• ... • . • • • • •.• . o 0 0 ... •. •. •. .• P 61 Q $$ • • • • • pg` • • •.•• • •.• .. . O 7 N . • • 1806 • EXT MULLION CLIP SILL MULLION CLIP Robert J.Amoroso,P.E. • ••• ••• O PART No.FE5708-4 ® PART No.FE5708-5 FL License No.49752 .. ... .... . . ..•.•• , iiliilfiill sJOES 3.188"-1 3.188"1 40♦���,Q;.-*%G E N S'�•�91i��� 0.125° 0 125" ® i� NQ -No 49752 . *• •* S s _ 1.76" _ 1.75" cc ® ® TATE OF :•�� 6.62 6.5" �'•.< pR1pP�N♦,v ® ® — ® ® PROD .UCREVI vi9 S►��•.....••��`,� as comply' s Builditilgcodo -�Q/�`-Q pt Accewtce No^� ® ® Ax Iratim►Date I ff I PTC Product Design Group,LLC 2.5" f" 'T 2.188" By ` PO Box 520775 Miatli ade Product Contr (� Longwood,FL 32752-0775 321-690-1788(P) 321-690-1789(F) FSPE Cert,of Auth.No.25935 �7 M 7500 AMSTERDAM DRIVE c �`I WR ORLANDO,FL 32832 0 0 o INCf7RYt7It1+wTD Phone 407.481.8500 Fu=407.481.0505 %v%v%%windooAnc.com 0 0 0 o DRASERIES300014000 IMPACT MULLION (LMI&SMR o NOTE: BILL OF MATERIAL AND COMPONENTS o ALL DIMENSIONS ARE IN INCHES. SIZE DRAWN BY: =NO, REV JBH FE10009 B SCALENTS DATE: 07/22/11 SHEET 301711 m EQUAL LEG FRAME VERTICAL SECTIONS MIN EDGE DISTANCE MW EDGE DISTANCE TYP,SEE TABLE 1A a TYP,SEE TABLE 1A TYPICAL ANCHORS, TYPICAL ANCHORS, MIN EMBEDMENT 6 OR 8 PER CLIP, MIN EMBEDMENT CONCRETE 6 OR 8 PER CLIP, SEE TABLE 1A SEE TABLE 1A BY OTHERS SEE TABLE 1A SEE TABLE 1A c a 2X WOOD FRAME _� c EXTERIOR ° ° 4 4 a BY OTHERS v U FINISH v 4 4 EXTERIOR m00LL BY OTHERS ° ' FINISH z W- 8YOTHERS o_ Z o EQUALLEG -0 FRAME HEAD \-,X WOOD BUCK EQUAL LEG 1X WOOD BUCK Q 0 BY OTHERS FRAME HEAD BY OTHERS s (DOTTED LINES} (OPTIONAL] {DOTTED LINES) (OPTIONAL) a ' 0. o 5 2 4 2 d 2 4 2 4 F Q a • • • 1 • • ••• • • •• PRODUCT REVISED •....• . • . as complying Nvith the Florida • • . • • •••••• Building Code- •• •.. • C 14.E • • • • Acreptnnce No • •••••• INTERIOR Expiration to_ f m Q .; ... .. .. .. •• INTERIOR a ... . . ...... Mi 1i ade Product Ca rixoi •• •• ago* ••• .•'••• SIDE VIEW FRONT W SIDE VIEW FRONT VIEW Z „g •• .... �a N •. ... .. .•:••• Robert 3.Atnoruso,P.E. ••L'XTE 0 •. FL License No.49752 •• ••• •••• EXTERIOR ♦0`��61PMES� 4*4,, S 2 4 1 2 4 2 4 1 2 4 ,,♦��<j,Q,•��GENs EQUAL LEG SILL EQUAL LEG SILL t eVTAE :C� (DOTTED LINES) 1X WOOD BUCK (DOTTED LINES) ;EXTERIOR BY OTHERS EXTERIOR 1X WOOD BUCK _;. CC FINISH (OPTIONAL FINISH (O OTHERSBY OTHERS ) BY OTHERS (OPTIONAL) �o��,�.••A* QP• ; �� i •. 0R1 CONCRETE BY OTHERS d 4 4• PTC Product Design Group,LLC 2X WOOD FRAME PO Box 520775 MIN EDGE TYPICAL ANCHORS, MIN E ED NT BY OTHERS MIN EMBEDMENT Longwood,FL 32752-0775 DISTANCE TYP, 6 OR 8 PER CLIP, SEE TA 1A TYPICAL ANCHORS, SEE TABLE 1A 321.690-1788(P) 321-690-1789(F) SEE TABLE 1A SEE TABLE 1A MIN EDGE 6 E 8 PER CLIP, FBPE Cert,of Auth.No.25935 DISTANCE TYP, SEE TABLE 1A SEE TABLE 1A OADRDAFL 8 DRIVEj�DWRo�� o 32 IKC012PORATFD Phow.407.481.8400 ANCHOR TYPE 'A' (HEAD & SILL) ANCHOR TYPE 'B' (HEAD & SILL) °407.481.0505 www.wlndoorinr.com DRAWING TITLE: MULLION CLIP ANCHORS THRU WOOD BUCKS MULLION CLIP ANCHORS THRU WOOD BUCKS SERIES 3000/4000 IMPACT MULLION (LMI&SMI) INTO CONCRETE SUBSTRATE FOR EQUAL LEG INTO WOOD FRAME SUBSTRATE FOR EQUAL EQUAL LEG VERTICAL SECTIONS FRAME(6 ANCHOR CLIP SHOWN) LEG FRAME(6 ANCHOR CLIP SHOWN) nr RAWN BY: DWG NO. REV JBH FE10009 B SCALE NTSDATE: 07/22111 SHEET 40F11 FLANGE FRAME VERTICAL SECTIONS MIN EDGE DISTANCE MIN EDGE DISTANCE TYP,SEE TABLE 1A TYP,SEE TABLE 1A TYPICAL ANCHORS, TYPICAL ANCHORS, MIN EMBEDMENT 6 OR 8 PER CLIP, MIN EMBEDMENT CONCRETE 6 OR 8 PER CLIP, SEE TABLE 1A SEE TABLE 1A SEE TABLE 1A BY OTHERS SEE TABLE 1A 2X WOOD FRAME u 4 EXTERIOR 4 °• .d .. • ° . . BY OTHERS v ° a FINISH ° „ EXTERIOR8 m BY OTHERS ° FINISH LL81 OTHERS z " —2 dkp a FLANGE HEAD 1X WOOD BUCK 1X WOOD BUCK E O (DOTTED LINES) BY OTHERS FLANGE HEAD BY OTHERS W Of w t (OPTIONAL) (DOTTED LINES) (OPTIONAL) N = Q s a � a z 4 2 4 2 a 2 a i• ••i ••• • •• t PRODUCT REVISED • INTERIOR INTERIOR P y g •• ••• •i • • Building Code tite.FloridR - �5 s • :6:666 Et irotAccepti tion t-k 0 000 00 es • ••• • • 6666•• �� •. •. . •••• By ode Product CoS .. ... 0 0 '•: 0 6.6 SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW ! 0 •6606• .. 066 •. 60•060 6 6 "• 6 6 0 Robert 3.Amoruso,P.E. ••Do** ••6• FL License No.49752 00*EXTERIOR EXTERIOR t*jA1+IlEB 2 a 2 4 2 a s 2 a ����O�kkQ;•C10EfyS 90 FLANGE SILL Q• 'pGN�a FLANGE SILL i (DOTTED LINES) a NA 497 :p• (DOTTED LINES) 1X WOOD BUCK a *� 1X WOOD BUCK BY OTHERS p "1 •fig BY OTHERS = TATE • EXTERIOR (OPTIONAL) EXTF IOR {OPTIONAL) eft ': k F FINISH BY OTHERS BY OTHERS *d00' �'�R 1 p-P�G�',, NAL CONCRETE BY X WOOD FRAME as '°, a .Q Q a OTHERS BY OTHERS PTC Product Deslgn Group,LLC TYPICAL ANCHORS, PO Box 520775 MIN EDGE 6 OR 8 PER CLIP, MIN EMBEDMENT MIN EDGE TYPICAL ANCHORS, MS SEE AT Longwood,FL 32752-0775 DISTANCE TYP, SEE TABLE 1A 321-690-1788(P) 321-690-1789(f) SEE TABLE 1A DISTANCE TYP, 6 OR 8 PER CLIP, SEE TABLE 1A SEE TABLE 1A SEE TABLE 1A fBPE Cert.of Auth.No.25935 ANCHOR TYPE 'A' (HEAD ANCHOR TYPE 'B' (HEAD & SILL) iNDooR o � I DRIVE 32832 MULLION CLIP ANCHORS THRU WOOD BUCKS MULLION CLIP ANCHORS THRU WOOD fzrcoxPox�,rEra rrm=407.481.M INTO CONCRETE SUBSTRATE FOR FLANGE BUCKS INTO WOOD FRAME SUBSTRATE FOR Fax:407.481.MS www.windoorinc.com FRAME(6 ANCHOR CLIP SHOWN) FLANGE FRAME(6 ANCHOR CLIP SHOWN) DRAWING TITLE: SERIES 3000/4000 IMPACT MULLION (LMI&SMI} FLANGE VERTICAL SECTIONS SIZE I DRAWN BYDWG NO. REV JBH FE10009 B SCALE NTSDATE: 07/22/11 1 SHEET 60F11 m FLANGE FRAME VERTICAL SECTIONS SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW o EXTERIOR INTERIOR EXTERIOR INTERIOR t s 2 4 � '100 a 2 4 MULLION MAY BE 2 a TRIMMED AS REQUIRED `� U FLANGE SILL FLANGE SILL FOR SUBSILL m m (DOTTED LINES) DOTTED LINES 2 u• o � CONCRETE ( ) PREFAB Z o EXTERIOR PREFAB SUBSILL CONCRETE vii F o EXTERIOR SUBSILL F- FINISH FINISH x R w w BY OTHERS d BY OTHERS v. w O v v v a v 47 o O a ¢ a d A 4 d R v:• Q S CONQRE•T�BY .. ,v •v • CONCRETE BY—rF -- 1 • Q;TIJERS a � p. TYPICAL ANCHORS, OTHERS a a MIN EMBEDMENT a •• ••• .4° 6 OR 8 PER CLIP, MIN EMBEDMENT a , 4 ' TYPICAL ANCHORS, • SEE TABLE 1A 6 OR 8 PER CLIP, SEE TABLE 1A s .....• SEE TABLE 1A MIN EDGE SEE TABLE 1A MIN EbGE I�ISTA*E, DISTANCE, • • SEE TALE'1�� MIN EDGE DISTANCE, SEE TABLE 1A •• ••• •• •• •• •• SEE TABLE IA m ¢ %� . . •• :00 •• 0::::* ••• ANCHOR TYPE 'C' (SILL) ANCHOR TYPE 'D' (SILL) . . . .. .... to • ••; **:s o• MULLION CLIP ANCHORS INTO PREFAB CONCRETE MULLION CLIP ANCHORS INTO PREFAB CONCRETE •, ••0 .0 ..;... SUBSILL FOR FLANGE FRAME(6 ANCHOR CLIP SHOWN) SUBSILL FOR FLANGE FRAME(6 ANCHOR CLIP SHOWN) • '... .. Robert 3.Amoruso,P.E. . . .. ... •... . . SIDE VIEW FL License No.49752 egos 0FRONT VIEW INTERIOR ,``��,trtrrrr►t►d►i EXTERIOR e�e�,t �pMES q�0000 f 3 s t 000q�t�040 SF'•.,G���a MULLION MAY BE �: No 49752 ;0 6 TRIMMED AS REQUIRED FOR FLANGE SILL SUBSILL i (DOTTED LINES) PREFAB 10* •TATE P •:�W` CONCRETE PRODUCT Rr-AIISED `c��'f O R t V••'��ee� • EXTERIOR SUBSILL as Complying ing NNJth the Florida �vj�,S+;�... FINISHCode 'Ie BY OTHERS rF1 4 Accept=e No�+� .r�� Ek on All d'v <. v g PTC Product Design Group,LLC A a d CONCRETE$Y v Miant�4,IePr, -d C ht PO Box 520775 v Longwood,FL 32752-0775 OTHERS 321-690-1786(P) 321-690-1789(F) a °� d TYPICAL ANCHORS, MIN EMBEDMENT FBPE Cert.of Auth.No.25935 MIN EDGE 6 OR 8 PER CLIP, SEE TABLE 1A 7500 AMSTERDAM DFJW DISTANCE, SEE TABLE 1A W. NDWR ORLANDO,FL 32832 SEE TABLE 1APho=4M•481$4W Pm 407.481.0%S www.windoorinc.com ANCHOR TYPE 'E' (SILL) DRAWING TITLE: SERIES 3000/4000 IMPACT MULLION (LMT&SMO MULLION CLIP ANCHORS INTO PREFAB CONCRETE FLANGE VERTICAL SECTIONS SUBSILL FOR FLANGE FRAME(6 ANCHOR CLIP SHOWN) SIZE DRAWN BY: Dwt3 NO. REV JBH FE10009 B SCALE NTSDATE' 07/22/11 SHEET 60F11 MIAMI MIAMI-DADE COUNTY MIAMI-DADE COUNTY PPR V DE COUNTY A TYPICAL ANCHORS APPROVED WINDOW(TYP) TYPICAL ANCHORS APPROVED WINDOW(TYP) TYPICAL ANCHORS APPROVED WINDOW(TYP) o SEE SEPARATE NOA INTERIOR INTERIOR SEE SEPARATE NOA SEE SEPARATE NOA INTERIOR _ � U m U. U- ----------- ---------- ------------------------ ----------------------- -----— — t O Z o N 0 FVCV t z TYPICAL- O TYPICAL TYPICAL EXTERIOR WINDOW JAMB rt EXTERIOR WINDOW JAMB EXTERIOR WINDOW JAMS IL N = $ EG HORIZONTAL SECTION PRRIZONTAL SECTION C HORIZONTAL SECTIO ul A BALUMINUM TUBE MULLION 2x4 ALUMINUM TUBE MULLION .� e •••• 2x4 ALUMINUM TUBE MULLION WITH EQUAL LEG FRAME a • ••• •• WITH EQUAL LEG FRAME (FIXED J FIXED) •e: ••• (SINGLE HUNG J SINGLE HUNG) (SINGi E HUNG/FIXED) i . .... .. .. .. .. lip u '0 Q as • MIAMI-DADE COUNTY •••• 0::::e MIAMI-DADE COUNTY MIAMI-DADE COUNTY • •"• APPROVED WINDOW(TYP) TYPICAL ANCHORS APPROVED WINDOW(TYP) TYPICAL ANCHORS APPROVED WINDOW(TYP) • • • TYPIGA�JNCHORS SEE SEPARATE NOA =so*: •• ••SEE JFP.WTE NOA INTERIOR SEE SEPARATE NOA INTERIOR INTERIOR • •••• •• •••••• Robert 3.Amoruso,P.E. ... .. . . FL License No.49752 • ��01" INMES q �� �........ �.qs�-.��GENS4S;.% ip pGee - ------ - ---- -- ------------------- -- ------------- o�QtVTAT 0% i R j TYPICAL s TYPICAL EXTERIOR TYPICAL EXTERIOR EXTERIOR W{NDOWJAMB WINDOWJAMB ' ` ,it x WINDOWJAM8 �; :UIi 0. OR 1 HORIZONTAL SECTION HORIZO NTAL SECTION HORIZONTAL SECTION �is/ONA_ ?�`'� D �' 2x4 ALUMINUM TUBE MULLION F 2x4 ALUMINUM TUBE MULLION 2x4 ALUMINUM TUBE MULLION WITH FLAN FRAME WITH FLANGE FRAME WITH FLANGE FRAME PTC Product Design Group,LLC (SINGLE HUNG J SINGLE HUNG) (SINGLE HUNG/FIXED) (FIXED/FIXED) PO Box 520775 Longwood,FL 32752-0775 321-690-1788(P) 321-690-1789(F) FSPL Cert.of Auth.No.23935 WIND n 7500 AMSTERDAM DRIVE PRODUCT RBVISE �A� D � • �`�D ORLANDO,FL 32832 as complying%%ith the Florida IN C012P4np fto=407.48!.8400 Building Code Pu:407.48LMS wwwmindoorine-corn Acceptance 3�0/4'��14.0 DRAWING TITLE: Ex nation Date ( SERIES 3000/4000 IMPACT MULLION (LMI&SMI) ByHORIZONTAL SECTIONS Miam' ;ldc Product an SIZE DRAWN BY: DWG NO. REV J JBH FE10009 B SCALE NTS DATE: 07122/11 SHEET 70F'i l m Table 1A-Anchor Schedule Minimum Minimum Minimum Substrate concrete Anchor type Size Manufacturer or spec embedment edge Comments o ng sl) distance CON E 3000 p Concrete screw-carbon 31160 ITVWBuildex TAPCON with A vanced 1 314" 11/8- See Table 2A for steel Threadform Technology(MD NOA No. performance 12-0816.06) ratings WOOD NT__ Wood screw-carbon steel #10 ANSI 618.6.1 17116" 1" See Table 3A for R FRAME or stainless steel performance ratings m L NA Tapping screw -carbon #10 ASME 818.6.4,Type AB 1 7116" 1" See Table 3B for Z z a is steel or stainless steel performance 4 z O cm ratings F wUj O Table 1A Notes: O a 1)Other manufacturer's concrete screws may be acceptable if they meet or exceed the allowable shear values of those In Table 113,are installed at a minimum embedment required for that allowable and the Installation meets the edge distance and spacing requirements for the anchor at the prescribed Q S • ••• •• shear value. o • •••• 2)Allowable shear values(lbs)used In the analysis for the concrete anchorage Is listed in Table 1 B.Values shown are an average of the total quantity of • ••; screws and the shear allowable per screw used on the clip(either 6 or 8)accounting for spacing and edge distance reduction In capacities. • •;•••; )To prevent IX bucking or 2X bucking or framing from splitting,drill 3132'diameter holes to wood to accommodate anchors. g • 4)All screws are flat head. .:41 lVe •.• •. •• .• .. 5)Screw lengths will be sufficient to allow the minimum embedment to be made Into the receiving substrate.Where 1X bucks are used,they shall not be cp a - .• ;•.;.. considered part of the substrate regardless of their attachment to the structural substrate. 11 ... .. . .... •• .•. u=, % ..• .. ...... ' •... .. Robert J.Arneruso,P.E. •• ••. as** • . ft'License N0. 49752 ;.•>,�'��SNMES Table 1B -Concrete Screw Shear Allowable Used (per screw) �'-:_% .. ��cENSF.,•�G•,vo 4.* No 49752 0 Minimum Quantity Allowable shear : Substrate concrete Anchor type Size Manufacturer or spec Clip ID of {lbs) strength(psi) anchors :9; STATE OF :4U: Concrete 3000 psi Concrete screw-carbon ITWIBulldex TA CON with Advanced FE5708-1 6 209 '•'��,�:.,off O ;���� steel Threadform Technology(MD NOA No. FE5708 2 6 196 PRODUCT REVISED �''��rS�''•0 R�••••��.N� 3116" 12-0816.06) FE5708 8 208 l�3u ompllilding Code ith the F PH& ���i�S 0NA`F'���r FE5708-5S 202 Acceptance No 94014.C?5 f?xpiration Date: �. l�f FTC Product Design Group,LLC Table 1B Notes: By PO Box 510175 Values above are an average of the total quantity of screws and the shear allowable per screw used on the clip(either 6 or 8)accounting for spacing and Miaun' ado Product Col Nor Longwood,FL 32752-0775 edge distance reduction In capacities. 321-690-1788(P) 321-590.1789(F) FBPE Cert.of Auth.No.25835 M 7500 AMSTERDAM DRIVE Wi�7WR ORLANDO,FL 32832 IZ�TCC7RP012A'TEI7 Phan.407.481 AM F=407.481.MS Awww. vindoorinc com DRAWING TITLE: SERIES 3000/4000 IMPACT MULLION (LMI&SMI) ANCHOR SCHEDULE SIZE DRAWN BY: DWO NO. [REVJBH FE10009 SCALE NTSDATE: 07/22111 SHEET 80F11 TABLE 2A-MULLION AND CLIP ANCHORAGE PERFORMANCE RATINGS in Concrete } For Concrete (3000 psi)Installations use performance ratings(pso below. m Design Pressures (ps# when using ITW/Bulldex Tapcon Advanced Threadform Technology 3/16"Diameter Concrete Screw Mullion Span In o 73 72 62 55 49 Load width Ext.CII Sill Clip Ext.Clip SIII Clip Ext.Clip $III Clip Ext.Clip SIII ClipExt.CII Sill Clip Vii In FE6708- FE570 FE570&2 FE67084 FE6708-1 FE57084 F£570&2 F£57084 FE67WI FE67094 FEW082 F96708.5 FE5708-1 FE5708.4 FE6708• FE57084 FE&SM4 FE5708 4 fE5708 2 FE6708.5 19 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 21 135 _135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 23 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 -- � 25 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 ,� LL 27 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 .135 135 z o 29 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 N o F o 31 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 F o 33 5 35 3 35 5 5 5 135 135 135 135 135 13 1 5 135 1 5 135 135 1 5 35 _ 35 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 0 t; a 37 135 135 129 135 135 135 131 135 135 135 135 135 135 135 135 135 135 135 135 135 0 39 130 135 122 135 132 135 124 135 135 135 1351 135 135 135 135 135 135 135 135 135 g • " 41 124 135 116 135 125 135 118 135 135 135 1351 135 135 135 135 135 135 135 135 135 . 0 0 ��• •• 43 118 135 110 135 119 135 112 135 135 135 130 135 135 135 135 135 135 135 135 135 0000. . . • 0. 000 ':"': 45 112 135 105 135 114 135 107 135 132 135 124 135 135 135 135 135 135 135 135 135 ` 47 108 1 135 101 133 109 135 102 135 127 135 119 135 135 135 134 135 135 135 135 135 •••••• 49 103 135 97 127 105 135 98 129 121 135 114 135 135 135 128 135 135 135 135 135 0: 000 so*** .. .. ""00 51 99 131 93 122 100 133 94 124 117 135 109 135 131 135 123 135 135 135 135 135 . NOTE: • "` " ""` 53 95 126 $9 118 96 128 90 119 112 135 105 135 126 135 118 135 135 135 133 135 . . DESIGN PRESSURES SHOWN IN TABLE 2A •• ••• ARE POSITIVE AND NEGATIVE •. •• 0..... 54 93 124 88 115 95 126 89 117 110 135 103 135 124 135 116 135 135 135 130 135 •• ••• •• ••:••• 55 92 122 86 113 93 123 87 115 108 135 101 133 122 1 135 114 135 135 135 128 135 . . •• •• •••• • • TABLE 2A-MULLION AND CLIP ANCHORAGE PERFORMANCE RATINGS In Concrete Roberta.Amoroso, For Concrete (3000 psi) Installations use performance ratings(psf)below. rL License No.�gzs2 Design Pressures(psfj when using ITW/Bulldex Tapcon Advanced Threadform Technology 3/16"Diameter Concrete Screw ��irrrrrrta�i �%%*0 JAMES i Mullion Span in v��6t4��•••G E!V•Rop°�i 43 4Q 3 31 25 ff "S 0 \,� S4$ '• G of Load width Ext.CII SIII CII Ext.ClipSill lip Ext.CII Sill lip Ext.CII Sill CII Ext.CI C I 4k :' w (in) FE5708- FE57 FE5708.2 FE670"FE5708-1 FE570&4 FE570&2 FE6708-6 FE670&1 FE6708.4 FF5708 2 E670&5 FE570&1 FE6708.4 FE5708• FE670" FE 11 FE6708.4 F£57082 570&5 �� ��752 ;Q p 19 135 1 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 �•°. �1� '� 21 135 1 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 5 :� ; TATE F 23 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 13 135 >,or•. A :iv y 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 PAODUCr REVISED Goc�'. .��0 R 1 a P' ��� as complying uith the i-'kwIda Oj�5+� 'p 27 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 �i ONALS Buitdiug code �##still1111,1 '' 29 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 Accept ion 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 '�at1an Date st�_ � 1� 31 PTC Product Design Group,LLC 33 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 By PO Box 520775 35 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 Mi a a Pro uct on e.: Wngw88d,FL 32752-0775 37 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 i•' 321.68 E Cee s(P) th.No.25935 tF) 39 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 PBPE Cert.aF Auth.No.25935 41 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 7500 AMSTERDAM DRIVE 43 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 f3-5 - 135 135 Ww om ORLANDO,FL 32832 45 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 nvcoxpo>�az D PAx-4 X91.0 Pte: 407.48sos wsv�v. doocinc.com 47 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 DRAWING TITLE: 49 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 SERIES 3000/4000 IMPACT MULLION (LMI&SMD 51 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 CONCRETE DESIGN PRESSURE LIMITS 53 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 SIZE DRAWN BY: DWG NO. REV 54 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 sizE ,ISH 1=E10009 S 55 135 135 135 135 135 135 135 135 135 135 135 135 135 135 13 135 135 135 135 135 SCALE NTS DATE: 07!22!11 $HEST 901711 TABLE 3A-MULLION AND CLIP ANCHORAGE PERFORMANCE RATINGS IN WOOD FRAMING m Design Pressures (ps# when using#10 wood Screws meeting ANSI 1318.6.1 Mullion Span in 7 82 55 49 Q Load width Ext.Clip Sill Clip Ext.Clip Sill lip Ext.Clip Sill Cil Ext.Clip Sill Clip Ext.Clip Sill CII W(in) FE5708-1FE5706 FE5708 2 FE5708.5 E57081 FE57 FE5T08.2 FE5708-5 FE5708 1FE5708.4 FE67082 E5708.6 FE57081 FE6708.4 FE5708- FE5708.5 FE5706-1 FE5708 F05708- FE5708.5 g 19 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 21 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 141 23 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 2 25 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135M U- ,. Co 27 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 z z o 29 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 g z O 31 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 33 127 135 127 135 129 135 129 135 135 135 135 135 135 135 135 135 135 135 135 135 � w w 35 120 135 120 135 121 135 121 135 135 135 135 135 135 135 135 135 135 135 135 135 a g 37 113 135 113 135 115 135 115 135 133 135 133 135 135 135 135 135 135 135 135 135 0' IL o 39 107 135 107 135 109 135 109 135 126 135 126 135 135 135 135 135 135 135 135 135 a g • •• 41 102 135 102 135 103 135 103 135 120 135 120 135 135 135 135 135 135 135 135 135 a • %•� •� •• 43 97 129 97 129 98 131 98 131 114 135 114 135 129 135 129 135 135 135 135 135 o ii .... a, 45 93 123 93 123 94 125 94 125 109 135 109 135 123 135 123 135 135 135 135 135 - :.:..: 47 89 118 89 118 90 120 90 120 104 135 104 135 117 135 117 135 132 135 132 135 .... . .. .. �. .. 49 85 113 85 113 86 115 86 115 100 133 100 133 113 135 113 135 126 135 126 135 ••• : ' .' :..:.. 51 81 109 81 109 83 110 83 110 96 128 96 128 108 135 108 135 121 135 121 135 NOTE: a �� • •• •••• 53 78 104 7$ 104 79 106 79 106 92 123 92 123 104 135 104 135 117 135 117 135 DESIGN PRESSURES SHOWN IN TABLE 3A . . .... . 54 77 102 77 102 78 1 Q4 78 104 90 121 90 121 102 135 102 135 114 135 114 135 ARE POSITIVE AND NEGATIVE(+I-). 55 75 101 75 101 76 102 76 102 89 118 89 118 100 133 100 133 112 135 112 135 v=i .... . .. ...... . . TABLE 3A-MULLION AND CLIP ANCHORAGE PERFORMANCE RATINGS IN WOOD FRAMING Robert 3.Amoroso,P.E. •..• • .... • • FL License No.49752 Design Pressures (pso when using#10 wood Screws meeting ANSI B18.6.1 ME3 i Mullion Span in o°°°Q�.••G '•.;h0��i, 1 43 4 37 39 25 Load width Ext.ClipSill ClipExt.CII Sill CII Ext.ClipSill ClipExt.Cit Sill ClipExt.CII Sill Clip �"��:• No 497 :�0' W in FE57081 FE6708 FE6708 2 FE5708.5 FE67084 FE5708 FE5708 2 FE6708.5 FE67W FE5708.4 FE8708-2E6708.8 FE5708.1 FE57084 FE5708- FE$708-8 FE6708-4 FES7084 FE6708• FE5708.5 19 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 ���U� 21 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 . . STAT OF •40Z 23 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 �`,.ot;•. s p,:�- 25 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 •t.n R 1�.••����� 27 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 PRODUCT REVISED ��i /ONAL-Epi%%%N 29 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 as compiping with the Florida 8111 111 31Building Code 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 AcclptanceNo t4-iO14.0 33 135 135 135 135 135 35 135 135 135 135 135 135 135 135 135 135 135 135 135 135 EX itntion Aatc �� PTC Product Design Group,LLC 5 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 gy PO Sox 520775 35 135 135 13 135 37 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 1Longwood,FL 32752-0775 35 135 135 135 Minn Daae Producttnl) 321-690-1788(P) 321-690-1789(F) 39 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 FBPE Celt:of Auth.No.25935 41 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 43 RIW 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135INDooR OORLANDO,EI.32 32 45 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 INCORPORATED �'O=407.461.8400 47 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 I'=407.481.0505 www.windoojinc.com 49 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 DRAWING TITLE: 51 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 SERIES 3000/4000 IMPACT MULLION (LMI&SMO 53 133 135 133 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 WOOD FRAME DESIGN G NO. RE LIMITS 54 130 135 130 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 sizE Dru+wN BY. DWG No. REV JBH FEI0009 B I 55 128 135 128 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 SCALE �.I.s DATE: 07/22119 SKEET 100F11 TABLE 3B-MULLION AND CLIP ANCHORAGE PERFORMANCE RATINGS IN WOOD FRAMING m Design Pressures(psfl when using#10 Tapping Screws Type AB meeting ASME B18.6.4 Mullion span In a 73 72 62 55 9 Load width Ext.Clip Sill Clip Ext.Clip S111 lip Ext,Clip Sill Clip Ext.Clip Sill Clip Ext.Clip Sill CII W !n FES708• FE5708 FE5708 2 FE5708-6 FE57084 FE57084 FE8708.2 FE57084 FE5708.1FES7084 FE8708 2 FE5708-5 FE5708.1FES7084 FE87m FE5708,8 FES708.1 FE67084 FE8708- FE570" 19 135 135 135 135 135 135 135 135 135 135 1351 135 1351 135 1361 135 135 135 135 135 21 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 T 23 125 135 125 135 127 135 127 135 135 135 135 135 135 135 135 135 135 135 135 135 .. 25 114 135 114 135 116 135 116 135 135 135 135 135 135 135 135 135 135 135 135 135 m LL 27 106 135 106 135 107 135 107 135 124 135 124 1351 135 135 135 135 135 135 135 135 vs U. o 29 98 131 98 131 99 133 99 133 115 135 115 135 130 135 130 135 135 135 135 135 $ z o F o 31 92 122 T92 122 93 124 93 124 108 135 1.08 135 121 135 121 135 135 135 135 135 a o F- 33 86 114 86 114 87 116 87 116 101 135 101 135 114 135 114 135 128 135 128 135 a w 35 81 108 81 108 82 109 82 109 95 127 95 127 107 135 107 135 120 135 120 135 n a 37 76 102 76 102 77 103 77 103 90 120 90 120 101 135 101 135 114 135 114 135 F- � 1 39 72 96 72 96 73 98 73 98 85 113 85 113 96 128 96 128 108 135 108 135 w t; • 41 69 92 69 92 70 93 70 93 81 108 81 108 91 121 91 121 102 135 102 135 a • 0 ••• •• 43 65 87 65 87 66 88 66 88 77 103 77 103 87 116 87 116 97 130 97 130 • •.' 0.00•• 45 62 83 62 83 63 84 63 84 73 98 73 98 83 110 83 110 93 124 93 124 ... : . • 0.00•• 47 60 80 60 80 61 81 61 81 70 94 70 94 79 106 79 106 89 119 89 119 0• 600 •• " " " 49 57 76 57 76 58 77 58 77 67 90 67 90 76 101 76 101 85 114 85 114 . . . ... . 0000.0 m s>3 •. :00 .. 0000 51 55 73 55 _73 56 74 56 74 65 86 65 86 73 97 73 97 82 109 82 109 NOTE: • '. '0: '00.0' S3 t552::: 3 70 53 70 54 71 54 71 62 83 62 83 70 93 70 79 105 79 105 DESIGN PRESSURES SHOWN IN TABLE 3B .. ... • 00.000 54 69 52 69 53 70 53 70 61 81 61 81 69 92 69 [9j2 77 103 77 103" "' '• ••'••• 55 51 68 51 68 52 69 52 69 60 80 60 80 67 90 67 76 101 76 1011 1 ARE POSITIVE AND NEGATIVE{�r/-). co . . 00 000 •000•• TABLE 3B -MULLION AND CLIP ANCHORAGE PERFORMANCE RATINGS IN WOOD FRAMING RobertLLi ense No.4 9752P.E. �•�• FL License lila.49752 Design Pressures (psfl when using#10 Tapping Screws Type AB meeting ASME B18.6.4 SpJ�.�''0111111 9Ai♦ Mullion Span in SEN••.�Q°♦e 43 40 37 31 25 ®��90(.4;•�,>, S�`'•:pG♦♦i Load width Ext.CII Sill CII Ext.CII Sill CI! Ext.ClipSill ClipExt.ClipSill ClipExt.CII Sill CII '.�cfl Z No 49752 ;o W in) 84 ff570&2 FE5708.5 FE67084FE570 FE8700- FE870" FE570&1 FESTO04 FES708-2 FE57084 FE5708.1 FE870e-4 FE5708- FE5708.5 FE5706-11 FEST08 FE87084FE5/0" e 19 135 135 135 135 135 135 135 135 135 135 135 135 1351 135 135 135 135 135 135 135 ro "11121 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 ��; F :�/= 23 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 ;4, ..• ; �,a. 25 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 °o F`;• O R% .. G, PRODUCT RE ♦ S 0.00••• 27 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 as complying with the Florida ° '�ONA� 29 135 135 135 135 135 135 135 _135 135 135 135 135 135 135 135 135 135 135 135 135 I3uiidingCode Acceptance t�o_�t 9 31 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 Expiration Irate �� 33 135 135 135 135 135 135 135 135 135 135 135 135 35 135 1 135 By ATC Pro PO Design Group,LLC 35 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 Miam'Dade Product Con({il P4 Box 520775 � Longwood,FL 32752-0775 37 129 135 129 135 135 135 135 135 1351 135 135 135 135 135 135 135 135 135 135 135 321-690-1788(P) 321-690-1789(F) 39 123 135 123 135 1 132 135 132 135 135 135 135 135 135 135 135 135 135 135 135 135 FSPE Cert.of Auth.No.25935 41 117 135 117 135 125 135 125 135 135 135 135 135 135 135 135 135 135 135 135 135 7500 AMSTERDAM DRIVE 43 111 135 111 135 119 135 119 135 129 135 129 135 135 135 135 _135 135 135 135 135 WmDom ORLANDO,FL32832 45 106 135 106 135 114 135 114 135 123 135 123 135 135 135 135 135 135 135 135 135 Pho=407.48tMW 47 101 135 101 135 109 135 109 135 118 135 118 135 135 135 135 135 135 135 135 135 1 <o7•aslAscrs www.�vtndootlttc.com SEERIRI 49 97 129 97 129 104 135 104 135 113 135 113 135 135 135 135 135 135 135 135 135 DRAWING TITLE: ES 3000!4000 IMPACT MULLION (LM!&SMO 51 93 124 93 124 100 J134 100 134 108 135 108 135 129 135 129 136 135 135 135 135 WOOD FRAME DESIGN PRESSURE LIMITS 53 90 120 90 120 96 96 128 104 135 104 135 124 135 124 _ 135 135 135 135 135 SIZE DRAWN BY. Dwo NO. REV 54 88 117 Y88 117 95 95 126 102 135 102 135 122 135 122135135 135 135 135 SIZE ,JBH FEI0009 B 55 86 115 86 115 93 93 124 100 134 100 134 120 135 120 135 135 135 135 135 SCALE NTS DATE: 0722111 SHEET 11OF11