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WS-17-2832 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax: (306)756-8972 Inspection Number: INSP-293108 Permit Number: WS-11-17-2832 Scheduled Inspection Date: December 13,2017 Permit Type: WindowstShutters Inspector: Riveron,Alexis Inspection Type: Window Door Attachment Owner: STEAD,JEFFREY&MARIA Work Classification: Window/Door Replacement Job Address:33 NW 98 Street Miami Shores,FL 33136- Phone Number Parcel Number 1131010330150 Project: <NONE> Contractor: HOMEOWNER Building Department Comments INSTALL IMPACT WINDOWS AND DOORS 4 DOORS Infracdo Passed Comments AND 9 WINDOWS INSPECTOR COMMENTS False Inspector Comments Passed E:2/ Reschdual by maria stead Failed Correction Needed Re-Inspection Fee No Additional Inspections tan be scheduled until re-inspection fee is paid December 12,2017 For Inspections please call:(305)762-4949 page 16 of 37 Permit NO. W5-11-17-2832 a`yµoRts Miami Shores Village —lootPe it Type:Windowsf$hutters a� 10050 N.E.2nd Avenue NW r ' ork Classification:Window/Door Replacem Miami Shores, FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 F�OR'D issue Date: 1113012017 Expiration: 05/29/2018 Project Address Parcel Number Applicant 33 NW 98 Street 1131010330150 Miami Shores, FL 33138- Block: Lot: JEFFREY&MARIA STEAD Owner Information Address Phone Cell JEFFREY&MARIA STEAD 33 NW 98 Street (786)295-6812 MIAMI SHORES FL 33150- 33 NW 98 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone HOME OWNER LValuation: $ 10,000.00 _....... ...,. ..,� ... m ..._.._. Feet: 0 Type of Work: INSTALL IMPACT WINDOWS AND DOORS 4 Available Inspections: No of Openings: 13 Inspection Type: Additional Info:INSTALL IMPACT WINDOWS AND DOORS 4 Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 DBPR Fee Invoice# WS-11-17-65778 $3.45 11/30/2017 Credit Card $215.75 $50.00 DCA Fee $2.30 Education Surcharge $2.00 11/30/2017 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $230.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $265.75 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructioninFore, I authorize the above-named contractor to do the work stated. CAI\ November 30, 2017 Authyi4o ig nature:Owner / Applicant / Contractor / Agent Date Building Department Copy November 30, 2017 1 Miami Shores Village RECEIVED � 7 1 � Building Department Nov 3 0 .e1 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 1 D J s Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S FBC 20 lu BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 53 A10 �y'�1` 4 City: Miami Shores County: Miami Dade zip: 33N-0 Folio/Parcel#: ti- 3101 —M - 01S 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: 1 Flood Zone: BFE: ^�FIFE: OWNER:Name(Fee Simple Titleholder): 1� tq 0 Phone#: Oo� Address: 33 Nw g,1- City: M 1 5�►�rb State: �V Zip: Tenant/Lessee Name: Phone#: Email: \� Yfi�ts�(�+� if, X446• (0, CONTRACTOR:Company)Name: OWI,,"/ Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �y(Doc) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New V Repair/Replace ❑ Demolition Description of Work: 4 i 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." 5 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 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature 2) 1 U OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ''iN nnO V -�20t� by day of 20 by P '�"1 tT V�'�mo is pers' yT�crSopwn to who is personally known to me or who has produced me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig Sign: Print: ;'t�" MAHARAI K.GONZALEZ Print: MY COMMISSION EXPIRES:November 2,2020 Seal: Seal: a„oF F�QP' Bonded Thru Notary Public Underwrltere **************************** *** *************************************************************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 11/30/2017 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER 'Ao \ Summary Report Generated On: 11/30/2017 Property Information Folio: 11-3101-033-0150 Property Address: 33 NW 98 ST C ; Miami Shores,FL 33150-1736 W Owner JEFFREY STEAD MARIA STEAD Mailing Address 33 NW 98 ST � MIAMI SHORES,FL 33138 USA PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ 1 RESIDENTIAL-SINGLE Primary Land Use 010 FAMILY: 1 UNIT g. K Beds/B /Half 2/1 /0 Floors 1 Living Units 1 M a{ Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,580 Sq.Ft Taxable Value Information Lot Size 7,650 Sq.Ft Year Built 1951 20171 2016 2015 County Assessment Information Exemption Value $50,000 _ $50,000 $50,000 Year 2017 2016 2015 Taxable Value $148,846 $144,757 $143,404 Land Value $168,558 $168,558 $124,474 School Board 000 Exemption Value $25, Building Value $118,277 $118,564 $118,850 $25,000 $25,000 XF Value $34,440 $34,803Taxable Value $173,846 $169,757 $22,882 _ $168,404 City Market Value $321,275 $321,925 $266,206 Assessed Value Exemption Value $50,000 $50,000 $50,000 $198,846 $194,757( $193,404 Taxable Value $148,846 $144,757 $143,404 Benefits Information Regional Exemption Value $50 Benefit Type 2017 2016 2015 ,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $122,429 $127,168 $72,802 Taxable Value $148,846 $144,757 $143,404 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous OR Board,City, Regional). Sale Price Book- Qualification Description Page Short Legal Description 07/14/2017 $435,000 30637- 2562 Qual by exam of deed MIAMI SHORES SEC 6 PB 10-39 LOT 22&E1/2 LOT-21 BLK 128 09/27/2011 $100 27965 Corrective,tax or QCD;min consideration LOT SIZE 75.000 X 102 3026 OR 20070-1794 12 2001 4 12/01/2001 $0 20070- Sales which are disqualified as a result of 1794 examination of the deed 09/01/2000 $118,000 19311- Sales which are qualified ( 0578 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 's r ♦`'�0, Miami Shores Village oil m,,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NE NAME: `\�lt `-' (k; DATE: 111%3011-1 ADDRESS: /V U 1011- Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor,You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence:You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1, 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law,The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial AP 2. 1 understand that building permits are not required to be signed by a property owner unless he or she Is responsible for the construction and is not hiring a licensed contractor to assume responsibility. �s Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial—)S 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building If the costs do not exceed$75,000,The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction Is complete,the law will presume that I built or substantially improved it for sale or leas which violates the exemption. Initial 5. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction Initial <\1 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It Is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial )5 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial — & 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. b` Initial \D\ 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.1 also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial V/ 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/oro/cilb/index,html Initial-I 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 33 NW IFI- 4 rA i"'. 56% f 1l 3315a Initial_ 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial_ Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is Injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for Issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. NWas acknowledged before me this v day of I 0\J 20 By who was personally known to me or who has Produced th a Icense o as identification. Y o MAHARAI K.GONZALEZ MY COMMISSION M GG 044602 OWNER NO AR Y EXPIRES:November 2,2020 o?. Bonded Thru Notary Public Underwriters ORE Miami Shores Village �SNN�.19 3s ori Building Department �9 .....� 10050 N.E2nd Avenue Miami Shores, Florida 33138 �'►,�NTo�t Tel: (305) 795.2204 � es LORiDA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors, sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: (* �% 11 3011 &VNj Qu lifier/Owner Signature Date Print ame MIAMhDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION l 1805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w3mmiamidadegoy/economy ECO Windows Systems,LLC 9114 N.W. 1061h Street, Medley,FL 33178 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 PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiclion(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County ProdiV C 611trol Sec4va. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County;#se&e the right to have this product or material tested for quality assurance purposes. If this product or material failst"perfA in the aceepto - manner, the manufacturer will incur the expense of such testing and the AHJ may iAr nafttely revdke, modjfy..%; suspend the use of such product or material within their jurisdiction. PERA resiel-ttg.the right.to:revolte this' acceptance, if it is determined by Miami-Dade County Product Control Section that t}usproduct or material fails*to• ... .. .... ..... meet the requirements of the applicable building code. .. ..a ... ...... This product is approved as described herein,and has been designed to comply with t4q.FJQrida Buil!41.9 Code, .• including the High Velocity Hurricane Zone. : 0 . . . . ...... DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entratlgj Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 . See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37". See locking options I &2 in sheet 7_l. 2. Laminated glass types G1 and G2 are limited to.090"Kurarary's Butacite,PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0402.03 and consists of this page I 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. 15-0603.13 MIAMMADE COUNTY2111 Expiration Date: March 20,2019 Approval Date: October 15,2015 1ot21`tis Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file#12-0402.03) 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 • , p 0000.. 4)Large Missile Impact Test per FBC,TAS 201-9%.' .' 0000.. 5)Cyclic Wind Pressure Loading per FBC,TAS 2H-T4• •••••• 6)Forced Entry Test,per FBC 24113.2.1,TAS 2017-W* ' along with marked-up drawings and installation diagram of an aluminum{�uwing Fr�}rc door;•:11". prepared by Hurricane Engineering&Testing, Inc., Test Report No. 000600 Goes 06090 HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-12-4003 and HEA-11-402%eted 03/1-6—•;• 26/12, all signed and sealed by Rafael E. Droz-Seda,P. E. "'''' ' Note: The above referenced test reports have been revised by an addendum le>`er datjd-A;w 29,70'1'x,; issued by Hurricane Engineering &Testing,Inc., signed and sealed by Rafael H. DrozwSeda, P. IV C. CALCULATIONS I• 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5t"Edition), prepared by Al Farooq Corporation,dated June 02,2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours& Co.,Inc. for the`Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12--1231.10 issued to Eastman Chemical Company (MA)(former Solutia, Inc.)for the "Saflex: Saflex Clear&Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51" Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA 412-0402.03,expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. haq L Chanda,P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 39 1 /2 60 1 /2 0 _ ROUGH OPENING ROUGH OPENING N � m 1 /4 39 1 /4 1 /4- 60 1 /4 m DOOR FRAME W. DOOR FRAME WIDTH W to La W In � No Q �- � m � � ••. 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U] W in Co � NO ro see M 0000•• • W I•• •• 0.0:0• ❑ . 0000 • � �9 d \ 0000' '.0 U .Ty.OCR L \ \ ..0000 .• �•�3•'• 00 00 •••••• •• Z Z ,Ln Z 0 . . . . .�. .: Z \ ❑ ... W — W • • • U 6 Z I 3 . . . . . . \. 4 Z I 3 \ 4 '••' � ••• t0 ❑ — • W W w EL W . . . . . . . . . I W U [r] o - � o 0oI � � mI mIT °� o /':' °� o / z z w ,���t er!rrrarrrr r, A. LgNi w p3 www, `4 •�`(iE N$�'•. S moi% N ELEV. 1 — REQU/REO D4 ELEV. 1 — REQU/REO N GARAGE FAM/LY ROOM W (OBSCURE GLASS) No 38398 = N m m 0 m i Q m °' s Ewm i '¢ Z LL '/ • Yi • ` LL W LL LL [1 J W H Q W ECO WINDOW SYSTEMS SERIES °600° ALUM. Q F IMPACT OUTSWING DOOR IN WHITE FRAME WITH CLEAR 5/16° LAMINATED IMPACT GLASS DRAWN BY: N.O.A. 1 5-0603.13 EDWARD A. LANDERS, P.E. CONSULTING ENGINEERS DATE: 1-13-77 7850 N.W. 146 STREET SUITE 509 MIAMI LAKES FL 33016 P.E.#039398 9MEET NUMBER TEL: (305)823-3938 C G_3 FAX: (305)523-9355 OF i �.. g 0 74 3/4 37 3/4 ROUGH OPENING ROUGH OPENING 2 N 3/8 74 3/8 3/8 37 3/8m C6 � ra WINDOW WIDTH WINDOW WIDTH La W T W N CI7 Of N o 00 Q rI.n- i••• J iT• m 7 7 m 7 7 ••• M 19•d •.•. W .• 17 L7 •••�•• Op.n Z E- Z .... • 'If "p — w w^ � � �ai ^ n _ M _ ...... .. CO LL (.0 W Co LL W W 00.00• ••• • ] Zfy•l� p _ _ -, p -, _ aft m N 3 9 —i► t D t t m } U1 0000•• Q 9 1 D t l • • • inZ Ip NZ Np : .•. • �D: •1 p Z p Z .. . ... UC7 � Q 3 Q 3 m s s Do a s m m O ELEV. 3- REQUIRED - XO ELEV. 2- REQUIRED - XO LIVING, DINNING & O MASTER BEDROOM BEDROOM 02 PCko A. LA lig, Z �`�•\ ��J'.�,C�NSA •. �s ' w 0 No 38398 u1 N N W • m ECO WINDOW SYSTEMS SERIES "EGO-GUARD 200° ALUM. y .• STATE D rn — N IMPACT HORIZONTAL ROLLING WINDOW FRAME IN WHITE !Q p• N FRAME WITH CLEAR 5/16" LAMINATED IMPACT GLASS (p N N.O.A. 15-0728.05 'f! �! • Illli `` Z % W !p 1 U�4­74_ DRAWN BY: EDWARD A. A.A. LANDERS, P.E. CONSULTING ENGINEERS DATE: 7 7-13-17 7850 N.W. 146 STREET SUITE 509 MIAMI LAKES FL 2:3 P.E4035399 HEENOER TEL: (305) 523-3938FAX: (305) 623-9355 2 37 3/4 53 3/4 cl ROUGH OPENING ROUGH OPENING � N 7 3/8 37 3/8 3/8 53 3/B 37 3/4 N WINDOW WIDTHWINDOW WIDTH ROUGH OPENING CO W ,� W �p �p 3/B 3 7 3/B Q F O N m m WINDOW WIDTH :•• J to 2 7 7 0 1-9 N w III, • L / m m 7 ...... p ;"Ora Z I / z �- ...• • Z t9 / W E9 • .oE.m 00 m W M W aW rn •• • • \ a \ I / \ D -- I Q U • •• •• D Z f1''D mp In m } N 9 — ,D „ mD ca z _ [A Op 0 0 ' 00 Z D m ,o U pI �0D p Q 3 m D m o ly 3 Q z 11 co 3 13 m g B m1 8 B m m m ELEV. 7 — REQUlRED© ELEV. Z— REQUIRED — XD O ELEV. 7 — REQUIRED — XD BEDROOM #.3 O FAM/LYRODM KITCHEN e�titttttl�l�rt�Ei��t W %,���� p A. Lp�,��ts�� \e � W ECO WINDOW SYSTEMS SERIES "ECO-GUARD 500° ECO WINDOW SYSTEMS SERIES "ECO-GUARD 200° ALUM. z IVO 38358 W N ALUM. IMPACT CASEMENT WINDOW IN WHITE FRAME IMPACT HORIZONTAL ROLLING WINDOW FRAME IN WHITE ; N co co WITH CLEAR 5/16° LAMINATED IMPACT GLASS FRAME WITH CLEAR 5/16" LAMINATED IMPACT GLASS D 0 r7 T N.O.A. 15-0406.10 N.O.A. 15-072B.05 ST �E w 0) P7 tf) s m Z LL (D m ! III LLL LL �! W I— Q W (— DRAWN BY: EDWARD A. A.A. LANDERS, P.E. CONSULTING ENGINEERS DATE 11-13-17 7850 N.W. 146 STREET SUITE 509 MIAMI LAKES FL 33076 P.E.#038398 9NEET Nl1M BER TEL: (305) 823-3936 CG_5 FAX: (305)823-9355 OF 1 2 U CAULKING AND BACKER ROD (TY P.) EDGE 1 /4" TAPCONS WITH 1 1 /4" EMBED. DIST. INTO CONC. AT 511 FROM CORNERS ° It AND BALANCE AT 1 211 O. C. p a , ''� •° (A CLUSTER OF 4 @ 311 O.C. AT [Y o MEETING STILE FOR DOUBLE DOORS) a ° (ANCHORING AS PER N.O.A.) In C. SHIMMING (TY P.) q7 N o Q rI-n ' •• • • 004 LJ 0.00.0 • >0 -0 F••••• • T-F 0000 •• 0000•• •• P ?�•�'��j .00.00 ••. p Z 0000•• qn ip ❑10 _ •• Z T LAMINATED IMPACT 0.00 000 OU m•� ►W- _ GLASS z w w I a w O I Q C] LL ECO WINDOW SYSTEMS SERIES °600° ALUM. IMPACT OUTSWING DOOR IN WHITE FRAME Q WITH CLEAR 5/16° LAMINATED IMPACT GLASS ❑ Q/ N.O.A. 1 S-0603.13 U },!!1il.!!liPJ W 0 A. L44r f"P,4 No 38398 _ w rn N s - to 3 ro lt/ Y ZLL tJi LL Q F o ' °' °• DRAWN BY: ° a 1 /4" TAPCONS WITH 1 1 /4" EMBED. EDWARD A. A.A. a °• ; INTO CONC. AT 5° FROM CORNERS LANDERS, P.E. V ..°•• _ ° AND BALANCE AT 12" O.C. CONSULTING ENGINEERS DATE: (A CLUSTER OF 4 @ 311 O. C. AT 1131 7850 N.W. 146 STREET SUITE 509 SECTION MEIN MEETING STILE FOR DOUBLE DOORS) MIAMI LAKES FL 33016 P.E.#038398 SHEET NUMBER (ANCHORING AS PER N.O.A.) TEL: (305)623-3938 CG-6 FAx: (305) B23-9355 ❑F 1 2 U 1 /4" TAPCONS WITH 1 1 /4" EMBED. INTO CONC. AT 61( FROM CORNERS AND BALANCE AT 12" O.C. (ANCHORING AS PER N.O.A.) a SHIMMING (TYP.) N LAMINATED IMPACT GLASS U) III Ln W Q � cqm :•• J �s-6 • • 3 4 z m O 0000•• �•• • j x00906 o .Qo W ° D ° .D 0000•• ❑ . • r•�� r ❑ _ 0000 •• U D fn Ae 0660 •• • 3.0f: N W ❑ •6666• 66 /6T• Z W •6666• Z In o 01061 91 .D .V •D 6006 •r ••• ❑ W� ' • ' .� UtrJ � IW- 6; n4jom D. rj .D D CAULKING AND BACKER ROD (TY P.) 1 /4 DOOR FRAME WIDTH 1 /4 ���i�t;op A.LAA, �r�, z i ul zfy W ROUGH OPENING = � NO x,398 * ` o In 10 co M STATE F w a' m in ae�© p \: IA 3 J N SECT/ON VIEW Z IL J��r vv`�� LL M t` LL Q J /( 3 Q T- ECO WINDOW SYSTEMS SERIES 600 ALUM. ` IMPACT ❑UTSWING DOOR IN WHITE FRAME DRAWN BY: EDWARD A. ^•A• WITH CLEAR E5/16" LAMINATED IMPACT GLASS LANDERS, P.E. N.O.A. 15-0603.13 CONSULTING ENGINEERS DATE 1 7-13-17 7050 N.W. 146 STREET SUITE 509 MIAMI LAKES FL 33076 P.E.#035390 [IrrET NUMrB7ER TEL: (305) 823-3938 GFAX: (305) 023-9355 F 12 1 /4" TAPCONS WITH 1 1 /4" EMBED. INTO CONC. AT 611 FROM CORNERS AND BALANCE AT 1 211 O.C. (ANCHORING AS PER N.O.A.) SHIMMING (TYP.) ❑ LAMINATED IMPACT N GLASS — � m v w tD U) N 0 • QI- � m ... J Ufw• . L7 W I� 5 ( 6 ) 5 �.641• rQ uJ T v. D'.•••• •• f11 •� N w 0 : •vD .• U �•p.«� AIF D. •••••• ••• :1 •� _ ZZ i. D • ❑ ❑ � m .v D..D o •p.•.. • :•• Ll �• •• .D , v ••y� ••• ❑ ko J s v � PF D CAULKING AND—J BACKER ROD (Ty P.) ,ltttltittllFJl11/ 1 /4 DOOR FRAME WIDTH �.��'� A �AN>�fR ��i, w e�`Qv �9�•_F• s w ROUGH OPENING = No gg3 ru ro ;t S OF m m �o w ut in SECT/ON VIEW LL tp 11 .1,g1�,�� w10 LL W Q J W F- W ECO WINDOW SYSTEMS SERIES °600° ALUM. ' w Q I- IMPACT OUTSWING DOOR IN WHITE FRAME WITH CLEAR 5/16° LAMINATED IMPACT GLASS EDWARD A. DRAWN BV: N.O.A. 15-0603.13 LANDERS, P.E. A.A. CONSULTING ENGINEERS 7850 N.W. 146 STREET DATE: SUITE 509 11-ia-ice MIAMI LAKES FL 33016 P.E.#03B39B SHEET NlJM SER TEL: (305) 623-3938 C G-8 FAX: (305) B23-9355 OF 12 2 3/4 00 CAULKING AND BACKER ROD 2 1 /Zil (TYP.) EDGE DIST. 1 /4" TAPCONS WITH 1 1 /4" EMBED. ° a INTO CONC. AT 3 1 /2" FROM CORNERS CLUSTER OF 4 @ 311 O.C. AT MEETING p STILE & BALANCE AT 1 O 5/B11 O.C. a N (ANCHORING AS PER N.O.A.) a. m E6 w '0 U7 ul C9 0 SHIMMING (TYP.) •, • �•••• U�. 04.2. .ap/.." •••• .... .. m. tJJ j. • 00* LAMINATED IMPACT ...... GLASS p p • Z I — .. ... p Z .Q.: W W IL = 0 3 I p � o Z ECO WINDOW SYSTEMS SERIES "ECO-GUARD 200° ALUM. Q ` IMPACT HORIZONTAL ROLLING WINDOW FRAME IN WHITE n/ 5 FRAME WITH CLEAR 5/1 6° LAMINATED IMPACT GLASS Lt N.O.A. 15-072B.05 W q , �.. . S i� W •GEN'SE ul 3539$ N L g _ Ni _ � mm I 0 0C3 —Alo'rf q�• F• � U7 3 J tNO '� > Z tl O �'t} W m — l� LL D V•Q. D •D �� -3 Q Ld F" 00 r •a• v � DRAWN BY: 1 /4" TAPCONS WITH 1 1 /4" EMBED. EDWARD A. INTO CONC. AT 3 1 /2" FROM CORNERS LANDERS, P.E. A CLUSTER OF 4a@ 311 O.C. AT MEETING CONSULTING ENGINEERS DATE SECTION VIEW " 13-" STILE & BALANCE AT 1 O 5/BII O. C. 7BSD N.W. 5 STREET 6017E 509 MIAMI LAKES FL 33016 (ANCHORING AS PER N.O.A.) P.E.#0313398 HHEETN MBER TEL: (305) 623-3938 FAx: (305)S23-9355 OF 1 2 1 /4" TAPCONS WITH 1 1 /41( EMBED. INTO CONC. AT 611 FROM CORNERS AND BALANCE AT 12" O. C. (ANCHORING AS PER N. O.A.) SHIMMING (TYP.) O It Ir N LAMINATED IMPACT �? GLASS E6 Irl ED w .o Ln Q F N o :foe 0• • • - 119VToill • • • Me$ •• • • W I 4 0000 0000•• • , f•• •• P D v •D •i•••0 :Qi0 D• .v ..D 0000 • � �v— rn ...... ... .�� N U p D 00.00• •0 S~�•� ff1 v .�, v .7.� • • • r !y A p Q 0• •. •• C Z �i(� N ••••••• z D • • ❑ cr 000 Ll •A1LL�J� D • • • W N .D •pIw- v v' . D D CAULKING AND BACKER ROD (TY P.) 3/811 WINDOW WIDTH 3/811 i �•', �Aa• rr NS �' Z w ROUGH OPENING No 38398 ZI 10 4] p ST O 10 SECTION VIEW E'•r ul N >- Z L � Lt'7 LL Q J r W F- w ECO WINDOW SYSTEMS SERIES IIECO-GUARD 2130° ALUM. f -3 H IMPACT HORIZONTAL ROLLING WINDOW FRAME IN WHITE FRAME WITH CLEAR 5/1611 LAMINATED IMPACT GLASS DRAWN BY: N.O.A. 1 5-072B.05 EDWARD A. A.A. LANDERS, P.E. CONSULTING ENGINEERS DATE 11-13-17 7850 N.W. 146 STREET SUITE 509 MIAMI LAKES FL 33016 P.E.#038398 SHEET NUMBER TEL: (305) 823-3938 C G- 1 O FAx: (305) 823-9355 OF 1 2 2 3/4)) CAULKING AND BACKER ROD (TYP.) EDGE DIST. It 1 /4" TAPCONS WITH 1 1 /4" EMBED. ❑ INTO CONC. AT 711 FROM CORNERS N � � •� •v a a_ AND BALANCE AT 12" O. C. :a o,• (ANCHORING AS PER N. O.A.) o ' I- U) W ul [I] W N 0 Qi- Im J U1 X 0 N Q i SHIMMING (TYP.) ui I - Q o It m 1 2 ❑ LL stiA•� .. . . ... Z Z. • — o ...... •• Sol o �:Q. ❑ �o... LAMINATED IMPACT I ❑ GLASS M p Z A, Lq,V�r��rh Z W ECO WINDOW SYSTEMS SERIES "ECO-GUARD 500" •'�V�C' `sF��•. _0 ALUM. IMPACT CASEMENT WINDOW IN WHITE FRAME = fA N WITH CLEAR 5/16" LAMINATED IMPACT GLASS NO 383 N.O.A. 15-0406.10 —" * 0 N r7 1 TAT CD 4 w °'mrn i i N r 1041 (A 3 Ix ���irl •� L1e LL m IL Q J W f- W o .q a a r -3 Q D ` m 0, DRAWN BY: EDWARD A. A.A. a 1 /4" TAPCONS WITH 1 1 /4" EMBED. LANDERS, P.E. .-1 INTO CONC. AT 711 FROM CORNERS CONSULTING ENGINEERS DATE: AND BALANCE AT 12" O.C. 7950 N.W. 146 STREET 11-13-17 09 (ANCHORING AS PER N.O.A.) 6 5 MIAMILAAKEKE S FLL 33016 SECT/ON VIEW P.E.#030398 TEL: (305) B23-3938 FAX: (305) 823-9355 EOF D12 1 /4" TAPCONS WITH 1 1 /4" EMBED. INTO CONC. AT 7° FROM CORNERS AND BALANCE AT 1 ❑ 1 /2" O.C. (ANCHORING AS PER N.O.A.) 0 D It It N SHIMMING (TYP.) �? `6 F- m LAMINATED IMPACT Ul w N GLASS Q cr NN 0 J Ul i< C C7 Q W I M '` H D Q N 1 4 1 5 IZ `l ° e , 19 � c1 N w a �- b • • • a J C7 Z) LL d Q e •e • G ••• Z ••• N wO 0 q .— 0 ° ° •••••• 0 .� • ease • v l0 \ e * b • • was ❑ �y:w (f� c ease Ll Viaale N d e a* d'.e •eaeee aaa b • • 4 ° + ' * o o • • + � , aria e • • sae• ° ° d ase• a •• e • , • CAULKING AND BACKER ROD (TY P.) 3/811 WINDOW WIDTH 3/8" ON--- w U Z ROUGH OPENING `�..�`��,o`� �R�.:a.'. 4Na''r,, u, 41 .P 1 CY N 10 m M �o p m ko 3838 Q m Z w M m SECT/ON VIEW ZS T ',� � 3 m N Ix LL M Q w I-ECO WINDOW SYSTEMS SERIES IIECO-GUARD 50011 s' / 1) � 1����� 3 Q � F- ALUM. IMPACT CASEMENT WINDOW IN WHITE FRAME WITH CLEAR 5/16° LAMINATED IMPACT GLASS 1 N.O.A. 1 5-0406. 1 ODR A A.BY. EDWARD A. LANDERS, P.E. CONSULTING ENGINEERS DATE: 1-13-17 7950 N.W. 146 STREET SUITE 509 MIAMI LAKES FL 33016 P.E.#039390 SHEET NUMBER TEL: (305) B23-3936 il ,.0 CG- 1 2 FAX: (305)623-9355 OF 12 MecaWind Std v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 11/13/2017 Project No. Company Name COCONUTGROVE GLASS & MIRROR Designed By EDWARD LANDERS Address 3660 N.W. 41 STREET Description IMPACT WINDOWS & DOORS City MIAMI Customer Name JEFFREY STEAD State FL. Proj Location 33 N.W. 98 ST. File Location: C:\Users\dirops\Docu.-rents\STEAL.wnd Input Parameters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 Basic wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 2.727273 12 Slope of Roof(Theta) = 12.80 Deg h: Mean Roof Ht = 12.50 ft Type of Roof = HIPPED RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 1.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 57.00 ft Bldg Width Across Ridge= 42.00 ft Length of Hipped Ridge = 10.00 ft Roof Slope on Hip End = 11.53 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 0000•• Gust Factor Category II Rigid Structures - Complete Analysis • • • 0000•• Zm: 0.6*Ht = 15.00 �t•0 • • •• lzm: Cc*(33/Zm)^0.167 = 0.23 0000•• • Lzm: 1*(Zm/33)^Epsilon = 427.06 It*••• • 0000•• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 09•*00 • • • Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.880000•• 0000 • • • • Gust Factor Summary 0000 •• •• 0000•• Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 0•0.0• 000• •••0• • Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi 000.00 • • GCPi : Internal Pressure Coefficient = +/-0.18: • 0 • 0.0•x• 0000•• Wind Pressure on Components and Cladding (Ch 30 Part 1) •0• • ••000• r`' •• ay Roof not 3ICZ�t2l 51 �•. .� �' i 1 '. a 's aHip Roof 7 -r 8 == 77 No 38398 pC STATE OF All pressures shown are based upon ASD Design, with a Load Factor of 'Q •'. .,�0•'•. �t0 Width of Pressure Coefficient Zone "a" _ = 4.20 ft Description Width Span Area Zone Max Min Max P Min P ) t 11 111 ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- MARK 'E' 2.00 5.00 10.0 4 1.00 -1.10 40.05 -43.45 �l MARK 'E' 2.00 5.00 10.0 5 1.00 -1.40 40.05 -53.63 MKS. 'B,C' 3.08 4.22 13.0 4 0.98 -1.08 39.37 -42.76 MKS. 'B,C' 3.08 4.22 13.0 5 0.98 -1.36 39.37 -52.26 MKS. 'D,D2,D3,D4' 4.42 4.22 18.6 4 0.95 -1.05 38.43 -41.83 MKS. 'D,D2,D3,D4' 4.42 4.22 18.6 5 0.95 -1.30 38.43 -50.39 MARK 'D1' 3.25 6.83 22.2 4 0.94 -1.04 37.97 -41.37 MARK 'D1' 3.25 6.83 22.2 5 0.94 -1.28 37.97 -49.47 MARK 'A' 6.17 4.22 26.0 4 0.93 -1.03 37.56 -40.96 MARK 'A' 6.17 4.22 26.0 5 0.93 -1.25 37.56 -48.65 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf • •••• • • • • •••• •• •• ••••• •••••• •••• ••••• •• •• •••• •••••• • a�����►�e�i�e IIItgIIi �Q N. LA/yo `, _ No 383 8 �,T T \ MIAMI-QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamid ade.govleconomv Eco Window Systems,LLC ' 9114 NW 106 Street Medley,FL 33178 ••• •••••• SCOPE: •• • • •• This NOA is being issued under the applicable rules and regulations governixg•the use:)*?E8llstrucgQQ•:• materials. The documentation submitted has been reviewed and accepted by MiainiLDade County RER - Product Control Section to be used in Miami Dade County and other areas whe&98114wed IV ttie-Autho;11••: Having Jurisdiction(AHJ). •••• •• •• ••••• This NOA shall not be valid after the expiration date stated below. The Miami-15a3e Muntypr68twt CoWN -•• Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Die,C,pynty) reserve the rlore:• to have this product or material tested for quality assurance purposes. If this:prddtjct or pategial fails to� • perform in the accepted manner, the manufacturer will incur the expense of such tasting a4dIM*AHJ stay • immediately revoke, modify, or suspend the use of such product.or material witfiin tteir juf"iction. OR!% reserves the right to revoke this acceptance, if it is determined by Miami-Dade County PrAt4t 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"Teo-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum. Horiz.Rolling Wdw.(L.M.1.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact 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 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# 14-0317.01 and consists of this page 1 and evidence pages E-1,F-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0728.05 WHAMMADE COUNTY Expiration Date: May 27,2019 Approval Date: September 03,2015 $I-10115 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) • 2. Drawing No W09-12, titled"Eco-Guard Series-200 Alum. Mor za Rollida W'd'w. ..•••• (L.M.I.)", sheets 1 through 7 of 7,dated 02/24/09,with revisi0ii EPdate(tQ74t5/15, .' prepared by Al-Farooq Corporation, signed and sealed by SdVzrKN►ma(f, F.E. ••••'• B. TESTS •••• •• •• ..... 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per.BC,•"FA,S 202-94% 2) Large Missile Impact Test per FBC,TAS 20'1•-94 •••• ••••;• 3) Cyclic Wind Pressure Loading per FBC„fA4 J03-94 •• 6906:0 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 2(1V-494• 0 • along with marked—up drawings and installation diagram ofran alnminunrsiggle hung•': window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No'• FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA#14-0317.01) 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-08-2226B,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2227,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NDA#09-0312.08) Manue ere ,P.E. Product Cont of Ex iner NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E- 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 20,E-94• •••:• ••••• 4)Forced Entry Test,per FBC 24113.2.1,TAS 21?2-94. • along with marked-up drawings and installation diagram of a yff alurninu**m* 0 0 0 0:6 horizontal sliding window,prepared by Hurricane Engineerttil'&`Testing,Inc., Telt ... Report No.HETI-08-2228A, dated 01/15/09, signed and seQ.13,y Candido V. Fotft, ' . 0 . 0000.. 0000 06666 (Submitted under NOA#09-0312.08) •• • •••• *006:0 6. Test reports on: 1)Large Missile Impact Test per FBC, TA$*Mf-V4 •� 2) Cyclic Wind Pressure Loading per FBC,*TAS'203-�'q...:. along with marked-up drawings and installation diagram of a XCCK aluplij►urp •••• horizontal sliding window,prepared by Hurricane Engineering &Testing,l&., Test Report No. HETI-08-2228B,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-08-2229,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering &Testing, Inc.,Test Report No. HETI-08-2230B,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel P ez,P.E. Product Control xa finer NOA No. 15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5" Edition (201.4), dated 07/08/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ••••. 2. Glazing complies with ASTM E1300-09 ' ' • 669666 � 696:•60 • 666996 D. QUALITY ASSURANCE """ • 6666 6666.. 1. Miami-Dade Department of Regulatory and Economic Resat ��(RER ' . . . .. 6666. 9966. 9 E. MATERIAL CERTIFICATIONS 6 6 6 6666 6666 6666 6666.6666.. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ca,Inc.fer their • "Butacite©PVB Glass Interlayer" dated 04/25/15, expiring on 12/1VJIf.% 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Auriga,I4,for�their :00 6 6 "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,exlAing on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51' Edition (2014), and of no financial interest,July 8, 2015, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their Series"Eco-Guard 200" Aluminum Horizontal Rolling Window—L.M.I.", approved on 04/10/14 and expiring on 05/27/14. Manuel a z,Y.E. Product Contr 1 aminer NOA No. 15-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 M IAM 1-DIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m►amidade.eov/eeonomy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 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 PLducl.Control Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-DadE•QDu:ty)rejery tithe righf to have this product or material tested for quality assurance purposes. If this product or matMal•fails to •• perform in the accepted manner, the manufacturer will incur the expense of sucht*; ag and the.AHJ may • immediately revoke, modify, or suspend the use of such product or material witllitr#mir jurisdiction. REP"': reserves the right to revoke this acceptance, if it is determined by Miami-Dade'cftnty Prcxltiot:Contro4•.• Section that this product or material fails to meet the requirements of the applicabre 13du1Qing cQdd. 00000 This product is approved as described herein, and has been designed to comply AA he Fleltom'Builditig":- Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement Nyindew-L.U.I7•' ...... APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casertac$t Wdtv. • (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any-portion of the NOA.is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15.0406.10 MIAMMADECOUNTY Expiration Date: May 19,2021 - 1 Approval Date: July 02,2015 r Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test per FBC TAS 202-94- 2) 02-942)Uniform Static Air Pressure Test, Loading II&FBC TMS V;-94 • 3) Water Resistance Test,per FBC, TAS 202*-94:" a •••••• 4)Large Missile Impact Test per FBC,TAS 161,$4 •••• 5) Cyclic Wind Pressure Loading per FBC, TAS•303-94'..'.: 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 102-94 ..... ••:• ...... along with marked-up drawings and installation diagram of a.c.asement.. wlZro'w, prepared by Hurricane Engineering and Testing, Inc.,Test Rgpottspo. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and seale8'li�;�andic*0* F. Font, P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04125/15, expiring on 12/11/16. Marez,P.E. Product C ntro Examiner NOA No. 15-0406.t0 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t" Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing,Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) , G. OTHERS • ...... ...... . 1. Notice of Acceptance No. 13-0206.07, issued to Eco Windovg$j;jems, tl,� for th it Series "Eco-Guard 500" Outswing Aluminum CasemeKl•l:Vindow — .L.M.�'•••• approved on 05/02/13 and expiring on 05/19/16. •••• •• •• •.... . .... ..... 0*0 .. .. .... ...... ...... • Manuel P e , .E. Product Contro Ex finer NOA No. 15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 U � Li 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'O. GLASS 4% w Co 0 .090" Interloyer .090" InterloyerN Butocite PVB Butocite PVB By 'Kuraray America, Inc.' By 'Kuraroy Americo, Inc.' Z 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS a / N d w SILICONE � SILICONE `i a e M m DOW CORNING 899 OJ o 0 z m DOW CORNING 899 W p 0 N 26 26 R �7 IL 0 14 $ 0 14 I I' 8 1I II G b u • I I I f f` •• • 7\ 7N1 1 • K O •••••• 11 ` 11 II •• V W M • •• j II f q• .. Q ` e 0.tf h 0 of r ` J •• Q IDD f� i••••i SETTING BLOCKS AT LAM. GLASS • w 13jj •� • •••.• REQD. FOR WIDTHS EXCEEDING 36" ONt• ��•y' Z iy • • J NOTACH GLAZING R BLOCKS BEAD LEG TO •• n o M�• • ••••�• a � GLASS TYPE 'G1' GLASS TYPE 'G2' :• •• •• • N •••••• U ... a• J .,an'• 1/8" TEMP. GLASS T. 5/16" AIR SPACE g Uj 1/8" HEAT STREN'D. GLASS W M .090" Interlayer a Saflex Clear And Color Glass '�' } � LZ By 'Eastman Chemicol Co.' ' w co 1/8" HEAT STREN'D. GLASS 310rn 0 0 d t2 SILICONE 0 ,n Z m DOW CORNING 899 Z_ LL Co 26 ST. STEEL o 3 Z METAL SPACER O M 8 w V �-W rn 15 W rn W I Ir SERIES 600 I 35 SILICONE ALUMINUM OUTSWING ENTRANCE DOOR / U SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS " 8 STAND ALONE SINGLE SIDELITE SEE SHEET 3. C: q N a SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. 2a 41 0 L9 Ce OWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE `G3u a 8 APPLY TO ENTIRE SYSTEM. PRODUC f REVISED m M t•Mpfrieg with!Mc FlorWL DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION ax CS& lii:2 Z03 .r RESISTANCE IS REQUIRED. P.ipk*WaDoIedwi9R2a�2b1q � Q) . THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE it �s�"' �' UA,I ( o m L9Vo 0 " Mfralw!t tFrti.e: REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY cortin c < o HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY K TO TRANSFER LOADS TO THE STRUCTURE. a ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engr: JA �NLAHMAU M M o 2 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA. PE # 70592 ry _ CAN. 3536 o D ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 2�1 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W 1 2—Q8 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 9 UQ U 39 3/4" MAX. 76" MAX. 37 3/16" MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH 1Y N HEAD do SILL ANCHORS 0 a AT STILE ENDS 12" (4) AT 3" O.C. 12' 12" }+ ul ¢ 1 5" MAX MAX. 5" MAX MAX. 5„ MAX MAX. HEAD HEAD HEAD (Z.+ O p p HEAD/SILL /> SILL HEAD/SILL A _ SILL CORNERS F SILL Q w v CORNERS CORNERS �' � a �. I ` J O ? h.� • � • 40 0 M•o 0000.• II JJ � II /J � \� it • 0� d pio •i •• II FI it • �, •aj h� 0000.• --It---- 1% J •0000• C --- 7--- C ---1 --- \ -- 11 I II \ ii 1Lz � - � 0000. / j E LL LOCK OPTIONS J LOCK OM)ONS i i .. �'(3 N . .•;••' / II #1 OR 12 J II #1 OR #2 \ = H II •• w • 0000.• (OPTION 2 SHOWN) I I (OPTION 2 SFI�W __ SEE SHEET 7.1 z F - ---- SEE SHEET 7.1 y - �I ;• .• y • . • 0000•• FOR DESCRIPTION x J � FOR DESCRIPTIO! fl. _ co c� in W \ 93 \ Q. II��� a W \ W \ d /IY � � 0. 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LAMINATED GLASSFRAME LEAF FRAME FRAME LEAF FRAME iRODUCfR£VISEA WIDTH WIDTH HEIGHT '(*} INT'(-} WIDTH WIDTH HEIGHT EXT.(+) INT.(-} rot~plyleKwilt►�MrFbrld� Li12 1�2 Code c 39-3/4' 37" 98' 70.0 75.0 76' 37' 98' 70.0 75.0 Aatptaoce No 1 '0603•�3 Ntv V N OI GLASS D.L.Q. DIMS. Engr: JAVAO AHMAD e� � o D.L.O. HEIGHT = FRAME HEIGHT - 11.125" CML i a _ D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" FLA. PE 70592 0 O.L.O. WIDTH (XX DOORS) = (FRAME WIDTH -- 22.125")/2 CAN. 3530 v° vvi v` u NOTE: 0 6. 2015 NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. EGRESS REQUIREMENTS TO BE REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) Wl2_08 AND FLORIDA BUILDING COMMISSION BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of g 0 DESIGN LOAD CAPACITY - PSF 148" MAX. w DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH a STAND ALONE SINGLE SIDEUTES (SEE NOTE BELOW) HEAD & SILL ANCHORS C NDS co SIDELITE SIOEUTE WITHOUT SIDELITE SIDELITE WITHOUT WITH A4 ATL3"EO.C. Z FRAME FRAME FRAME FRAME CLUSTER OF ( ) rn J WIDTH HEIGHT REINFORCING WIDTH HEIGHT REINFORCING REINFORCING 6,. (4) ANCHORS Z '4 z INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) AT HEAD/SILL 12" ("` Lu N a. 1 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5" M TYP. HEAD O M V 30 70.0 75.0 30 70.0 75.0 70.0 75.0 HEAD/SILL I F �, _ /� SILL 0 w CORNERS ` `� ��� '`� ~`�� CL 36 82 70.0 75.0 36 82 70.0 75.0 70.0 75.0 , 37 70.0 75.0 37 70.0 75.0 70.0 75.0 _ O 8 42 61.7 66.1 42 61.7 66.1 61.7 66.1 j j` V 0 �+�►•• 24 70.0 75.0 24 70.0 75.0 70.0 75.0 jj Ii f I 11 l \ '• .60 w M o • •••:�• 30 70.0 75.0 30 70.0 75.0 70.0 75.0 ,I \\ •• •�•w r 0 ' ••••i• 36 86 70.0 75.0 36 86 70.0 75.0 70.0 75.0 J1--__ _- I I •• •� pp O N000000 37 70.0 75.0 37 70.0 75.0 70.0 75.0 - --It---- -t)tT- I I W 3 42 61.7 56.1 42 61.7 66.1 61.7 66.1 II XI I I \ '• {��. Z t• • •••••• 24 70.0 75.0 24 70.0 75.0 70.0 75.0 I f \ II II � I 1 •• ��ZZ3' N�•� • ••i••' 30 92 69.8 69.8 30 92 69.8 69.8 70.0 75.0 i j f I t I I •• a W rl •M • *000:0 36 64.1 64.1 36 64.1 64.1 70.0 75.0 = flY� :' '. 37 63.3 63.3 37 63.3 63.3 70.0 75.0 w ' i I'�' i 1 0a ��' a7 aCf '�' '-� ••"' *00000 24 63.3 63.3 24 63.3 63.3 70.0 75,0 g 0011�/ I I M / ^ �/ iv -1 ••• i""i 30 57.8 57.5 30 57.8 57.8 70.0 75.0 0 -I 1( I t I I rn w / Jo I ',�• 98 98 O1 0 ---,JL----- ----�-- __ t I -i Q 36 53.1 53.1 36 53.1 53.1 70.0 75.0 w -----li ---- \----TI----- I 1 / X N m 37 52.4 52.4 37 52.4 52.4 70.0 75.0 w ll \ II v v> t It o REINFORCINGLOCK AS READ. ;; \ II I 1 >�1 OR/#2 to s Iz } w SEE CHART ===�x==== === 9==== I I 11 11\ I I (0 TpN 1 S 0 ) z {n r co SE SHEET .1 DESCRI 10 'S co rrt N G B o bon C m 0 - 1 Z v- o0 INACTIVE ACTIVE co O I ! (> 39-3/4- MAX. SINGLE _ �, ¢ m w w ) SINGLE SIDELITE WIDTH SIDELITE WIDTH 76IMAX. (DOUBLE)FALSEFMUNTINSLIOR 32 3/4" 26 15/16" 26 15/18" o W �� ~ DOOR FRAME WIDTH DECORATIVE GRILL O.L OPG. D.L. OPG. D.L. OPG. tD MAY BE USED NOTE: 37" PRODUCf REVISED CA LEAF WIDTH a•cosplylag walk tke Mrlia z FOR DOORS CAPACITIES SEE SHEET 2. h*ARCCode W FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDEUTE FRAME WIDTH 39 3/4" MAX. (SINGLE) Aaeptaoce No 1 C G T. u u LOWER VALUES FROM DOOR OR SIDELITE CHART MAX. 76` MAX. (DOUBLE) Blpiralilwe Dote ?� .� o a a 9 N W WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH lsk� `.��yK - o (OXXO) C•rttvl u wa s IWO a Zi 10 Ofa 0: MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 y N N h GLASS D.L.O. DIMS. d N 0 0 D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT •- 11.000" o o 0 D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 0 c a m 0 cv o _ I Engr: JAVAD AHMAD n i CML N PE # 70592 0 AN. 3538 pop 10 NOTE: V U GLASS CAPACITIES ON THIS SHEET ARE N BASED ON ASTM E1300-09 (3 SEC. GUSTS) _� + ?015 drawing no. AND FLORIDA BUILDING COMMISSION W12-0 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 9 PROPERLY SECURED [ o 9/16" MIN. TYPICAL ANCHORS 1BY WOOD BUCK 2BY W000 BUCK W EDGE GIST. OR THROW BOLT EDGE DIST. SEE ELEVATIONS WOOD STRUCTURE o PENETRATION FOR SPACING ' `_' EDGE DIST. METAL a; o SEE NOTE SHEEP 1 STRUCTURE N •` s •. b.- _ p d <4 •'. e e= EDGE 18 EDGE DIST. 3 Z ,. I D0.1a � c Ll Lu w G7ap�-lc w G� w a s 0 0 0 � W XQQJ 25 I I 1 I to w rn w cn w torl 0 AO 33 I I 26 2 TYPICAL ANCHORS AL ANCHORS TYPICAL ANCHORS • 0 �u M• • •••••• I i I I SEE ELEVATIONS ELEVATIONS SEE ELEVATIONS • d Q • I I FOR SPACING FOR SPACING FOR SPACING • O ti Q • 7 •• V • ••••i• 11 MIAMI—BADE COUNTY APPROVED I1 • • I CLIPPED MULLION 1 • %J _•J • ••••• I1 SEE SEPARATE N A 11 ••• ••:••• a w �1 I� ••• • • • •••••• II It • ---' • • _j 000000 cr viLd L.1 g o GLA2INO OPTIONS W SEE SHEET 1 TYPICAL ANCHORS N Cj a SEE ELEVATIONS >- W tL FOR SPACING z m ��p a i BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 3 N s s o 0 NMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER o O 0 o W THEM TO THE BUILDING STRUCTURE. zco rum v rn E1 z o W TYPICAL ANCHORS: SEE ELEV. FOR SPACING o 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) N W mm INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOAD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR MASONRY f PORK r REVISED y 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) osply��wlth the Florid%ImAn o 3 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) Aeeeptsoee No 15..0603.1 fl N w DIRECTLY INTO CONC. OR MASONRY KVA*loa Date Iq_ � a Q V 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ` • "~'^� OR T 7A 7 rL4 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREA (GRADE 2 CRS) r i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") N i0 N N B 33 26 2 INTO METAL STRUCTURES s i i 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSI IviIN.) °cam v 25 I i i ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS v, (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N \ Engr: JAVAD AHMAD J TYPICAL EDGE DISTANCE CML rL&INTO CONCRETE AND MASONRY = 2-1/2" MIN. pts. 3538 82 No o' . I . a ° INTO WOOD STRUCTURE = 1" MIN. i1 sAl o /... , 'o a. = o -• --• INTO METAL STRUCTURE = 3/4" MIN. .?. V 4_ Nib � EDGE DIST. TYPICAL ANCHORS drawin no. SEE ELEVATIONS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. 9 1/2" MIN, FOR SPACING THROW BOLT-/ CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. W 2 0� sheet 4 of g o 1/4" MAX. 1j4" MAX. CONCEALED FLUSH BOLTS D 03 2 SHIM LEVERS AT STILE FACE SHIM 0 3 1 BY cI TYPICAL ANCHORS WOOD BUCK Z SEE ELEV.:, FOR SPACING 16 ACTIVE LEAF 0 F, I N 26 13 ' O O o 24 W v o >`~—^ TYPICAL ANCHORS Oi LO SEE} <' SEE ELEV. 7 1` w w FOR SPACING h •O 0 w�,a • a Q� 0 ••••�• 25 23 EXTERIOR :': _. `v ..• •� mg a •...:• O.L.O. �•• •{�, Z�� �, • • • METAL STRUCTURE 37" MAX •• 4 0(m�yy .� i ••••• SEE SPEC SHEET 4 LOCK OPTIONS .•• •Q W ci S M .•:•• LEAF WIDTH �1 OR #2 0 • 39 3/4" MAX. (OPTION 2 SHOWN) :• yam 0 0 • 00 SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 •• E • • ••• • FOR DESCRIPTION 1/4" MAX. 6 SHIM • & -J •••.•• 1/4" MAX. O .• o ... ,A . • E S In •q SHIM CONCEALED FLUSH BOLTS_ !! W ^ 3 tn LEVERS AT INSIDE FACE OFSTILE CONCEALED RUSH BOLTS 26Y WOOpCK W M TYPICAL ANCHORS LEVERS AT STILE FACE OR SEE ELEV."'•' WOOD Sl R TORE FOR SPACING 16 INACTIVE LEAF ACTIVE LEAF >- L EE NOTE HEET 1 w z fn 0000 26 13 26j M t" °' 24 u J 00 1• J z L to ` p IL-4 vQ r-fo WLu 7riW o U �w w W rn:2 W ° 23 13 25 TYPICAL ANCHORS 9 11 10 SEE ELEV. 19 D.L.O. D.L.O. FOR SPACING z LEAF WIDTH LOCK OPTION #2 EXTERIOR 3 o � U LEAF WIDTH g c � a 76" MAX. 00.0) v DOUBLE DOOR FRAME WIDTH 0 O W. z ¢ PRODUCf REVISED 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY b eooplyle=wllk the FMrtdh 1►yldinx AeeeW;ace No Oba •I o °� 1; cV IV INACTIVE LEAF ACTIVE LEAF K%plrm46m Date zoa o r t m o o b• lL \ ktj t C a m y 26 Irf)� rl�Mt1C•>•i+YI - N Engr: JAVAD AHMAD M i 111 lul CML cV FLA. PE # 70592 o M AN. 3538 N�1L 1 Y 1 1 1 II 1 EXTERIOR Zti�� drawing no. DOOR DETAILS W 12-08 LOCK OPTION 11 sheet 5 of 9 V � U W TYPICAL ANCHORS o SEE ELEVATIONS 1/4" MAX OH AX 1/4" M . a FOR SPACING SHIM EDGE DIST. _ _ SHIM5 Z 1BY , WOOD BUCK "' N zd TYPICAL ANCHORS H N ' SEE ELEV. ' CL FOR SPACING 16 sL v, : O ppy V W 4� - F OLL rn LL O � a 4 N L - - - - - - - - 0 a TYPICAL ANCHORS • 4 a Q Q�'i go**** cWa ° SEE ELEV. FOR SPACING • ohp • : •• v •• �' 0000•• W'' •• � � W IA • • 14 EXTERIOR �„ z • 14 • z N g •• .0000 D.L.O. ri 000•0•• •• • � • • METAL STRUCTURE 0• Soso:* SEE SPEC SHEET 4 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH pROUi1C f REYISEp • J •••s�i• •••••• M cwoplYlag w Ith tbt FIorMb 0 0— J 0 Ln •0 LvAmn{Cod# • "n '•'•'' Acetpt#wt N&-I%- i 30 ~ ••0•�: 0 • g REINFORCING t�_�4czftw M GLAZING OPTIONS 18 AS REOD �J {n sr1 SEE SHEET 1 O #12 SMS >- w SEE SHEET 3 c� 1/4- MAX. H AT 5" FROM ENDS z Of co SHIM AND 11" O.C. MAX. Lu Q+ 56 3 a 0 o r`1 v`Vi W a O � �� m N g 0 �' _J 16 Z_ rn o W > tb oo Z in }} ww t "D J w ; 26 13 cn O `t p 0 U W Ww N rn� ,- ' I TYPICAL ANCHORS •.� --•• - - - - - -- L-, � �i SEE ELEV. U V u FOR SPACING 23 14 3 25 Q 15 9 v 4 D.L.O. 19 D.L.O. 0. 1 a U LEAF WIDTH Z d 4A EXTERIOR 39 3/4" (SINGLE) SIDELITE WIDTH 76" (DOUBLE) o a N o 0 MAX. DOOR FRAME WIDTH in 16 o 2 ` ca mcg MAX. UNIT FRAME WIDTH g Engr: JAVAD AHMAD M ' z CML V) FLA. PE # 70592 o n 22 \ CAN. 3538 0 O V L L ::.:...... •O q V V a. r V• - 9- o d. '- : b . •.. Browing no. TYPICAL ANCHORS rY 5 i ZvIJ 12—08 EDGE DIST. SEE ELEVATIONS FOR SPACING SIDELITE DETAILS street 6 of 9 ITEM # PART READ. DESCRIPTION MANF./SUPPLLER/REMARK3 o CIO 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 0 I 2 E602 - FRAME COVER 6063-T6 - N 3 E603 - DOOR FRAME JAMB 6063-T6 - O h / 4 i E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - a 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - Q a a 5 E605 - SIDELITE FRAME JAMB 6063-T6 O O 0 6 E606 - SIDELITE SLIP ON JAMB 6063-TG a " 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - p 7A £625 - LEAF 9" BOTTOM RAIL 6063-T6 O ti 8 E6086063-T6 W'STRIP ADAPTER 6063-T6 - v `'1 9 E609 - LEAF HINGE STILE 6063-T6 - • 0 a Q • • 10 E610 - LEAF LOCK STILE 6063-T6 - O 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - •• •a � W�N ••••i• 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - •• •t w N LL o ��•••� 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG .' '�j gf V • ' 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG t9 M •J • •••• Z • • 14 E614 - GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 •••• •••••• 14A E109 - GLAZING BEAD (7/116' LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - +T� U • •••• • �. J ���• 16 E616 - SNAP COVER 6063-T6 - • J js ;••••; 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN g •••. � • • 18 - AS READ. SIDELITE MULLION REINFORCING 6063-T6 - v �i3 19 FO-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. LSI 110) 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. C-9 >" Ld z m h o0 22 #12 SMS AS READ. FRAME ASSEMBLY SCREWS 23 #12 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS o O o M 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB Z 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM S 3 Z o 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB N 0 a � 28 - - IGLASS SPACER SILICONE FRANK LOWE RUBBER CO. a 0 r w N W (715 29 E622 - FLUSH BOLT CUP NYLON - 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWSW- - m � W 34 - 2/ LITE ISMING BLOCK. 1/4" X 1/2" X 4" LONG EPDM AT 6' FROM EACH END, DUROMETER 80±5 L a o 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4' X 4" LONG EPDM AT 6' FROM EACH END, DUROMETER 80±5 c: N O a o ¢ U g IL W 6 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. � IRto I�RUU■VC,,i',,RAp Vi$EQ c � 1D cV tti tf eolith wit%like floTldt 0 0 0 0 Aet4*WM NO v'm*vAlor Date Engr: JAVAD AHMAD l C•btrd n 9 0 CIVIL I w FLA. PE 0 70592 o C N. 538 o a � cvi .0 u drawing no. EP ) 4 7015 W12--08 sheet—770—f—79 0 U LOCKS: co 0 OPjjgN X11: OPTION I N ACTNE' LEAF: ACTNE LEAF: Z 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE G -' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE OELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM W 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON Q d a AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM p 0 0 THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.- C LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 1/2' X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL d x INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE C 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' LOCATED AT 10-5/8" FROM TOP AND BOTTOM U 1/2" DIA. THROW BOLTS A7 TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS p A • HEAD AND FRAME SILL INACTNE LEAF: • LL > •o • •••••• THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS • 0 Q d + LOCK LOCATED AT 42-1/2" FROM BOTTOM U)CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' • °�t` �• • •• 1/2- X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL •• •••••• It MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE •• 3 � • OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND BOTTOM .• g•c` ; • • LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2- FH MS • Ld is q•!j •• ••••• • I I i — i I ••• yR • • ml J x...04 �...;� / \ ,r, >- w co ob C) cIgi 0 _j Ln as coapl�ln�with the>Floriis o 3: Z} o Lq" s No 1 S•-bLD3.13 0 CD Wo 1<yit�tMs Date ZZQ q W rn J }} `- ACTIVE I INACTNE t I ACTNE ACTIVE INACTIVE I ACTNEhow 0014t AQWi-c"914 ] W U W m m U a O U C N a Q.O a o iLd a � a N T N O O {V IV O O O O Ll Q -1-1 HINGES: N MAD 3-1/2" X 7--5/8' X .122" THK. EXTRUDED ALUM HINGE Engr: JACMLAHI n $d' PART #FD-107 BY SULLIVAN & ASSOC. FLA. PE # 70592 o r� 3 HINGES PER LEAF CA 38 y c BOTTOM HINGE AT 10-1/4' FROM BOTTOM N TOP HINGE AT 11-3/4" FROM TOP ��rj CENTER HINGE AT MIDSPAN (38" O.C. MAX.) Browing no. HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE W1 2-08 (6) SCREWS AT FRAME JAMB sheet 4.000 1.750 Y � Imo-.519 .394 I �.130 o 1 .078 625 803 .045 .803 -P►I-o- .050 .803 .045 Z h 1.625 4.031078 1.047 1.047 1.172 O N 4.750 LZ O O 2.062 Q t4 GLAZING BEAD 14A GLAZING BEAD t5 GLAZING BEAD 4, 5/16" GLASS 7/16' GLASS INSUL. GLASS a 1 DOOR FRAME HEAD/SILL O h 1.5071 �,•• • 4.000------1L.507-4 I 0 w.M o """.." " ••• a Q� .• 7 LEAF TOP/BOTTOM RAIL "." .Q • '� r.00 4m 0000.4 A R 3 1.625 +•• OJ n • • Ld 0000•• 4.719 "•• • m uj i �qq • • .078 •• J �zz ��9`_Y• i •.�.•� 3.719 .078 ••• •C W ci.� 9.•9• 4.781 •• ••• 0090•0 078 1.750 ••• • • 1.507 i •'`-'. • • •,9•i• 8.250 1.500 • J :•9•of i••0•i �i 7.531 312 "' � J "'• 1 • • 4.000 S do s vi LEAF HINGE STILE o62 PRO1111c a REVISER " W n o 1.507-�I 5.344 is cunypipl«t u•lih If�r.Fler�tba 1wrHnk C.trac ��''� � Z V) Lj AtctpUvcc Nu_j$�-p�Q�'J�' �`' >- W 1.750 a.000 �{ 8 LEAF W'STRIP ADAPTER e,pksti�a p.ls �� Z00 I r` N r Q) 0 .094 lye �c.� o p p M SIDELITE TOP & BOTTOM FRAME 1750 I 2.081 . .507 1.750-moi 31�� 442 z_ LJi 329 �rd 3 Z o 078 L .078 7A 9" BOTTOM RAIL 1.584 0 d'-� �o � 12 N W �W � L1.8121 to LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET .750 .281 2 FRAME COVER 5.344 �,1 .078 375 I r-.687 N N N 2.081 125 .125 a � i .050 1.197 1.507 1.750 1.574 3.781 3.719 078 c !II U U 4.000 z z z Fes---- 1 t 13 LEAF CLAMP 16 SNAP COVER LEAF ASTRAGAL STILE 9.000 HINGE BACK-UP PLATE N L h 8.281 t8 C pN o 0 1.500 1.500 1.250 y o o Pi 625 719 ^� .719 SIDELITE MULLION REINFORCING 0 < m N _ .078 Engr. JAVAD AHMAD . CML 4000 FLA. l PE 70592 1.625 x.000 4.188 CAM. 536IL a Li � .078- 2.097 v 4 1.507 .078 �4.000_� 5E Q 12015 drawing no. 4A W12-08 3 DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME s SIDELITE SLIP ON JAMB Vsheet 8 of g �1 0 22 V co 22 � t+6 0 22 1 N Z � 0 '4 z H � s ci g a flz > g A'a>ia'o ....�. .• ,,4j ae M No 00:006 ..� .� w �' } ..... .. •.•... •.. 00 () ....,� m "eo o • a � U � N W v DOOR FRAME CORNER } Ld z rOD U) rn SIDEI ITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER p o n Z o z} o o l�! Qo d J Ow W rn ,w PRODVC r REVISED as cozoplylogwith tde Floc, ti bodi"Colo No ta uj 4*8"r�AtotpWM 2l�9 0 Y� U 12 �tGohlf'flI O a w oc I 1 1 w cL a ill I \ Ill) 4 z O o l�I Ijl I �Ijllf l llLL-. f lllt f�lil �� frl N N YI C O p N 0 0 ry� m •> o o O O 0) C 4 m U N Engr. JAVAD AHMAD n I a ML i ao FLA. Y 70592 o n C.A 3538 � 8 L� v n v u s a 2015 drawing no. w12---08 LEAF CORNER sheet 9 of g 72" WINDOW WIDTH WINDOW?WIDTH (2) ANCHORS AT MDG. STILE ENDS TYL v (4) ANCHORS REOD. FOR SIZES AND LOADS MARKED WITH ';' ON SHEET 2 ONLY m 10 5/8' MAX. 4N Z O 3 1/2- MAX. 4" m tf 3 1/2- MAX. HEAD/SILL 3" 0 J z HEAD SILL FA CORNERS z — �4 z HEAD/SILL A 3" �d / to CORNERS 3 _ �\ in v CORNERS 3 '��_�1\ �� - ` `o o Q dCL z O U CL GLr 0 .4B 11 I �I II II Ij jl Ij • Irut • t I F- 4 It II II II E I- X �••. O aid �• rLIJS 11 /. II D II /. jl 4 0 ¢ �2 c II �� II II �� II �� ¢ m Q R( •w• ••••i• I 1 4 I ,I m M ¢ m a0 I I /� I I 4 I, /� l I /� ••• t0 ==-IL �LSG-� _=-jL=/�1 -- ; Q `�•� x M S n ==�T=1 tib 1 / .5 i••••i •••• p op in -1, T�1 -li .�il 3 to ur J 11 II __ �I I� �••• Q • t1 • • ci O ••• 7 • ••••• p o I, �,► I I I I z Sy �• �, I� fl I� � II fl II 11 ..�• Q W �• � I B I I I I • . •.-? 3 � � • ` , I •• •� _J • •I CD • " FALSE MUNTINS � FALSE APPLIED) 31 1/4 32 3/4" SURFACE APPLIED) 32 3/4" 32 3/4" W (SURFACE APPLIED) ( MAY BE USED D.L. OPG. D.L. OPG. MAY BE USED D.L. OPG. Q.L. OPG. tqj 35 3/8' 36 7/8" ECO—GUARD SERIES--200 R w 00 VENT WIDTH VENT WIDTH ALUMINUM HORIZONTAL ROLLING WINDOW TYPICAL ELEVATIONS 8 O o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER �+ r , CHARTS SHOWN ON SHEETS 2. Z APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. z o SHUTTERS ARE NOT REQUIRED, TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER 0 EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING IU MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8" HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16" AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'O. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a W HURRICANE ZONE (HVHZ). so 090" Interlayer 090" Interloyer 090" Interla er C z Butocite PVB Sent Glas y WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER o rY Butocite PVB � W o C 0 LOADS TO THE STRUCTURE. By `Kuroroy America, Inc.' By `Kuraray America, Inc. By 'Kuraroy America, Inc. c W ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAILS, ANCHORS 1/8° HEAT STREN'D. GLASS 1/8° HEAT STREN'd. GLASS 1/8" HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. _ a SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE d DOW CORNING 899 n: DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. N Oto n GE SCS 2000 GE SCS 2000 5T. STEEL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. x.00 I Z-� m i� SILICONE ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. > DOW 899A boa m uo �. i R i! iG !i co � 22 I. ° 22 i i co 22 is t i. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT � I COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.23 Engr, JAVAD AHMAOPRODUCT REVISEDCML FLA. PE 70 2as complying with lira FlmidtlC.A.N. 5 Building CAcceptance No I5' 1 xv E. imtion Date oilHi U: 29 AT 1/4 POINTS ON UTES 29 AT 1/4 POINTS ON LITES AT 1/4 POINTS SETTING BLOCKS AT rajimmHade WIDER THAN 36' ONLY WIDER THAN 36 ONLY 29 ALL SIZES LAM. GLASS AND INSUL. TAM. GLASS MProduct Cantr drawing no. GLASS TYPE `A' GLASS TYPE `B' GLASS TYPE 'C' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS W-292015 1 GLAZING OPTIONS sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) V w W/0 REINF. WITH REINF. W/O REINF. 'KITH REINF. W/O REINF. WITH REINF. c GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE` GLASS TYPE GLASS TYPE o WINDOW DIMS. A A' B' C' WINDOW DIMS. A A' 'B' 'C' WINDOW DIMS. A A. 'B' 'C' Z j WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXf.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT'.(+) INT.(-) EXT,(+) INT.(--) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 0 N 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 26' 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26„ 9 70.0 80.0 80.0 90.0 70.0 80.0 Q g 1 37" 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4 (3) 12 70.0 60.0 80.0 90.0 70.0 80.0 n; 0. o 0 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 ill" 12 70.0 80.0 80.0 90.0 70.0 80.0 1 1 1" 12 70.0 80.0 80.0 90.0 70.0 80.0 0 µ1 v 74" 8 70.0 80.0 1 80.0 90.0 70.0 1 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74 9 70.0 80.0 80.0 90.0 70.0 80.0 0. 38-3/8" 38-3/8' Ix o k 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 8 * 37" 38-3/8" 4 - 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 (� 0 .jj 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8' (7 iii�g •••••• 50-5/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 •/� • 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 12 70.0 80.0 80.0 90.0 V 70.0 80.0 (5) ••• ;0 Q Q '• 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 111' (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" • •0 09aO • •• 9 70.0 70.0 80.0 90.0 70.0 80.0 j+ . • 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) ' Q W 3 u N •'•• W53-1/8- 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 63" 12 70.0 70.0 80.0 82.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 ••• _Z "' �jy ••••• (6) * ••• C7 M 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 ill" 12 70.0 70.0 80.0 80.4 70.0 80.0 84" 24" 9 70.0 80.0 50.0 90.0 70.0 80.0 Z ••:•.• 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 8D.0 80.0 90.0 70.0 80.0 W ••i •••• • 37" (6) 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 •• £ • . •••••• 53-1/8" 6 70.0 70.0 80.0 90.0 70.0 80.0 9 6" (3) 12 70.0 80.0 B0.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 U'0000004••0 o • • 74" 8 70.0 70.0 80.0 80.4 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 J• •••••• 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 • 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - 80.0 90.0 70.0 80.0 z (n 48" 24" 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 W M 60" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 70.0 80.0 90.0 70.0 80.0 r; H 1- 72" 8 70.0 80.0 60.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (5} 12 70.0 70.0 80.0 90.0 70.0 80.0 }� w It 00 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0_ 80.0 90.0 70.0 80.0 72' 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 M 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (&} a, O N 48" �4) 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL `i C) o tn 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB W Z � CO 72^ a 70.0 80.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0_ 80.0 90.0 70.0 80.0 1:9 } 24i' Ln 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0* 70.0 80.0 � O W M 36 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 80.0 87.6 70.0 80.0 1 U r W J 4g" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL W W rn� 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB (1/4w) (1/2w) (1/4w) 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS I ! 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 x o 48" �6) 6 V 70.0 70.0 80.0 90.0 70.0 80.0 60" 6 70.0 70.0 80.0 90.0 70.0 80.0 (1/3W) (1/3W) (1/3W) J x N z 0 72" 8 70.0 70.0 80.0 87.6* 70.0 SD.O a o a 0 0 A = N0. OF ANCHORS PER HEAD & SILL OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH in a v, ; ( ) = NO. OF ANCHORS PER JAMB v z a Z z � 'XOX' * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS y o N rf 4 h OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: ° o a ;'• ' N GLASS CAPACITIES ON THIS SHEET ARE ; o o s o BASED ON ASTM E1300-09 (3 SEC. GUSTS) L a m o o 'XOX' AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 Engr: JAVAD AHMAD o PRODUCT REVISED t CIVIL as complying with the Florida n FLA. PE � 70592 C.A. 538 Bt4ldiPW Code o Accepy LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ex waF1 a FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL � � � 2Q 9�y 'XO OR OXO FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF n4i drawing no. SEE SHEET 3 FOR DETAIL. W09-1 2 `�- sheet2 o=f7 TYPICAL ANCHORS O SEE ELEV. \\ w 1BY FOR SPACING EDC DIST. N WOOD BUCK METAL j b STRUCTURE MIAMI--DADS COUNTY APPROVED m o a- w d " a. ° ° E EDGin. DIST: EDGE DIST. MULLION & MULLION ANCHORS R o Z d a ° a .' a SEE SEPARATE NOA g �" 0 z r� z .. EDGE D{ST. m Q g N a N O a O: O O O O W try U i s ¢ U) 1 VIT > C '11, d e=Q rJ •. •Y� TYPICAL ANCHORS TYPICAL ANCHORS '•'• `n rs 0 •••••• — I TYPICAL ANCHORS • IR SEE ELEV. SEE ELEV. ••• Q w 0 r�� N :•••• FOR SPACING FOR SPACING SEE ELEV. FOR SPACING •• +1L z cll p ' • II fIt I• t ••• J 17M • • �, I. it i ;I ••• tt W a ••••• WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. ••• • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM :•••�N ••••�• AND TRANSFER THEM TO THE BUILDING STRUCTURE. 4=� U . �� ,I , 'I 'I 9 �•. � m _j • • 9 • • I � � WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING N W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=t55 KSI) W 11 t 1 •I N �I AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES } w O ,' 'i i i 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) (11 a a0 ►� ' ' SEALANT: v, _ $ a' = THRU 1 BY BUCKS INTO CONC. OR MASONRY O '0 N W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH S JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) J to W fl , ,f 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) _Z Ly UD DIRECTLY INTO CONC. OR MASONRY N z o I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O d _j0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o U W w w W rn F- ,I #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 4 ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) o o 14 t5 S6 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ° o o 0 o f Np Oa O r TYPICAL EDGE_DISTANCE- d INTO CONCRETE AND MASONRY = 2-1/2" MIN. _ > 2 � N INTO WOOD STRUCTURE = 1" MIN. 18 I w a � C14�—, INTO METAL STRUCTURE = 3/4" MIN. U7 .inrN Nw�3 y� WOOD AT HEAD, SELL OR JAMBS SG =� 0.55 MIN. am u- N W _ CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. o W C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. o £n r• JAVAD AHMAD N o d b 9 ' PRODUCT REVISEDCML cy FLA. PE 111 70592 as complying with the Florida o _ C .N. 3538 building Code •.- - - - . . � _ . v-D .v - •- . . ryry nn Acceptance No � ;; s 3. ce- • •a. a �. 'D v• 4.D •v GU�� EX 3r&tlo Date �1-1 v ami v` U 4 \ I TYPICAL ANCHORS I D TYPICAL ANCHORS By ° m e' SEE ELEV. 9 t8Y SEE ELEV. drawing no. ^ Wt FOR SPACING WOOD BUCK I FOR SPACING Iviimn ade Product�Cvn 9 W09--12 EDGE DIST. _� EDGE DIST. sheet 3 of 7 1/4" MAX- 0 SHIMS tWv 1/4" MAX. (�) SHIM 4 1, 1 5 WOOD BUCKS �p I BY o 21 S 7 O TYPICAL ANCHORS F. Q a SEE ELEV. TYPICAL EECED� Q0 p, FOR SPACING Q d io ~ FOR SPACING = _ _ _ __= 25 a 0 0 � U — — 23 _ ti ----- SCREEN OPT. — — — — — — — — --- :_ G • C Ix 0 ••••o• 0 20 ----27- - _ - -_- py W �••� �• ° t9 •••. • �p a •••••• fi 17 w •••i }�0O • 4 STEEL REINFORCING 11 12 ? ••• _ t� Q •`•••• W. U. METAL AS REOD. c �•.• I zi ••�••, Ot STRUCTURE SEE SHEET 2 FOR CAPACITY P J Z�Z Q •.••• WINDOW WIDTH s W 0 •••••• XO LAYOUT ;•• • • .....o V • 1/4" MAX. •• J,,• • s 1 4' MAX. VENT WIDTH VENT WIDTH SHIMS k •`' /SHIM (06 D.L. OPG. D.L. OPG. 1BY v► O O WOOD BUCKS Lll M 2 $ 7 (j x TYPICAL ANCHORS z )- L'-I Lt j 17 v-' SEE ELEV. U? 00 'I , M > - - - _ _ _ o. FOR SPACING 1 25 N3t!1 n N � a 0 -tr Z . NO3 N 00 17 20 1 11f4' o Z N —.— .—.. _ ---- ---- —SCREEN O ---- •C v --- PT — _ ——— — — —SCREEN OR. --- Y w J 20 27 w W W rn� v td 6 17 4 11 t 2 D.L. OPG. STEEL REINFORCING v m AS SEERSHEET 2 FOR CAPACITY EXTERIOR s w WINDOW WIDTH , 2, W L) a f 1Aw 0 TYPICAL ANCHORS XOX LAYOUTo X 12 o n SEE ELEV. - m w a o a 0 FOR SPACING 6 is o n y a u D v MIAMI—DADE COUNTY " APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING rn m N n C o O N r _ ci A 0 0 0 0 0 --_ Engr. JAVAD AHMAD PRODUCT REVISEDCIVIL n FLA. PE 70592 as complying with the Florida cr iv C.A.N. 3538 Building Code Acce lance No 'fix iralion Date o u --------SCREEN OPT. P Iq b a lU 2015 Miwn' ado Pr Con Browing no. WINDOWWIDTH WINDOW WIDTH W09-12 sheet 4 of 7 � t o U 04 W� EDGE DIST. METAL STRUCTURE EDGE MIAMI—DADE COUNTY APPROVED o TYPICAL ANCHORS plOD SEE ELEV. MULLION & MULLION ANCHORS z t` e FOR SPACING SEE SEPARATE NOA Q EDGEf.. Q ° I ° DIST. 4/ N n. O O O W trM'y U 28 t` 28 X = 2e � � Uo rl c as 8 ALT. G q0 Iz •.••,• • • it OL • •• • TYPICAL ANCHORS TYPICAL ANCHORS Q o t W" •••• LL Z�_ •••••• SEE ELEV. SEE ELEV. • FOR SPACING FOR SPACING ••0 0. 0 0) Q J i•••• a W"M . .. .. . ..:... .•.. I U .. J • • • (Ago 0 zx_ •••rrpj Li W �co m $ 0 OM N D z3� 1/4- MAX. r?y SHIMS 26 ALT. O M TYPICAL ANCHORS U 'o J SEE ELEV. W W mm FOR SPACING e a Li U .��4" vv) in W V e a I ut h v_i O _ W W D O CL U Cf G Lf I TYPICAL ANCHORS SEE ELEV. FOR SPACING o n N U u W .4 0 z z z 7 . 4 y cv q a 'Il 1 N N > O O � Q m H. W ALT. 28 _ INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr. JAVAO AHMAo PRODUCT REVISED a CIVIL as complying with the Florida c FLA. PE B 70532 i3uilding Code C.A. 3538 - . . . . Acceptance No! M E Iration Date $ y Misntu i3o ucti drowing no. 02015 W09— 12 EDGE DIST. sheet 5 of 7 i.Ofi7 ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS • 2.750 � � 1 FY201 1 FRAME HEAD 6063-T6 3/16" 1.. 2 FY202 1 FRAME SILL 6063-T6 0 3 .500 .715 � � �"� 3 _ FY203 1 SILL TRACK INSERT 6063-T6 1.434 G I J F11.140-� 62 N � N � 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 813 t - t 5 FY10i AS READ. FIXED FRAME JAMB 6063-T6 Q n d 1 718 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 �: O o 0 3.249 062 t2 tt 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 8 FY206 i/ VENT JAMB STILE 6063-T6 LL �9 VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 813 10 FY108 _ AS READ. GLAZING BEAD (LAM_ GLASS) 6063-T6 v p M 2.095 .519 �1 .130 t0A FYI 10 AS READ. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - �' & M g rim 1.250 -�- 11 - AS READ. REINFORCING BAR STEEL �i a 1.140-1-1.610-- �- 12 - AS READ. REINFORCING BAR - •• • .719 .045 •803 .045 .803 STEEL • IA�46-P 0 f • �_ 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS READ. •• a w 4 6- •00 9:6 O FRAME HEAD 2.246 I - M` �I 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON •••• z 1.oa7 1.oa7 J is M g � �.... 1.140 15 FY209 2/ VENT ROLLER BRASS ••• 062 - "Q W� •� • • 16 FY210 2/ VENT ROLLER PIN ST. STEEL ••••• 1.1401.610 .219 10 GLAZING BEADS 0 • y ••'••� I1 17 �I8 X 1" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS •• • • 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS ••• .v �j o • 1.344 813 19 W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB • o •• • •••• • - O JAMB STILE 20 Q300TI90 AS READ. BULB SEAL Q-LON SCHLEGEL ; • • • 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 655 z �••� ;� 000000 21 1.058 2.663 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65f5 •• W M 3.876 1.250 23 FLB-50 AS READ. GLASS SPACER SILICONE FRANK LOWE 1- 078 2.501 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 2 w L Cn 258 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS t~j1 r 1.140 1.340 26 WA2L 2/ WDW. WEEP VALVE PREFERRED ENG. PRODUCTS g O o M N 062 27 - 1/ VENT 5/1 b" BOX SCREEN - OPTIONAL `i C, .- 500 L1.344-1 28 FY120 - FLUSH FRAME ADAPTER 6063-76 OPTIONAL Z 0000 2g - 2/ fn LITE SETTING BLOCK EPDM DUROMETER 8015 SHORE A j 3: Z} 0 W o 2.750 O J 0 MEETING RAIL U w Uj S W � �2 FRAME SILL 2.188 7 1.314 mUm Um � 4 � W 4 •250 � 1.422 1.202 u o a o v .340 .312 062 p < C (� N W Z N o o g o 41 a 062 1.375 vat, nLn a: o � c� � O SILL TRACK O FIXED MTG. RAIL iii a a 2 a 500 1.1871 .750 � o o :? m 0 0 0 0 ` C a m U 0 W .062- .062 062 .062 a, O Engr JAVAD AHMAD PRODUCT REVISED a Y 2.750 2.812 2.812 2.750 CIAL 2.688 as complying with tido Ftorlda N N FIA. PE 70592 Building Cade 062 CA . 3538 Acceptance No 1i Rx. iration Date .500 .769 By 4�.968 i ivlka i Glade Product Qmtr dr/awing no. tL-874. 1.6882.611 4t f` 5 A09- t` 2 1687 O MOV. FRAME JAMB O FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER sheet 6 of 7 o W 17 17 /� N �y 1 rn 0 z Oz / F• W Q Q a a 0 0 0 I O W M U a Ov � vOD 0' 0 ore00 a ...... •••• LL • • • :.:Oq W _• ••••••`LyLaV. ••r••• • 0006 HA •• • ••••• �i••••• U • C, .' U FRAME TOP CORNER ' • • ' ' z (rj•• • v0 • • • • & g .. N W M VENT TOP/BOTTOM CORNERS CO 17 g 0010 LO 3 C:1 0 O U J W rn U .-. aw w :-5; N N W N in Q = ~ K H O 3u3 3u3 a v 3W3 o 0 0 0 z z z z jo :3 CO m ro h o .- 1 n N N 0 » •] 0 0 0 0 0 2 Q m U D W Engr. JAVAD AHMAD PIWDUCT REVISED N n CIVIL Rs complying with the Florida N IN :rFRAME BOTTOM CORNER ' E 76552 3538 Building Code o CA . - Acteptancc No 15.0A8.05 a o a'' � Lex ir�tton Date 19 o N !, i8 BY i Q 2��� adBpcoQtrett drawing no. W09-12 FIXED MIG. RAIL CORNER sheet 7 of 7 i I 37" ov ECO—GUARD SERIES-500 ` WINDOW WIDTH �� a ALUMINUM OUTSIVING CASEMENT WINDOW 35" APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH z j COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER 29 3/8" 0J WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FALSE MUNT *� w (SURFACE APPLIEDFALSE )) D.L. OPG. u, 2 � I MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USED m w a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 2 a o O WILL APPLY TO ENTIRE SYSTEM. °` U d 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). is / Cf R w g WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER _� C IL Q G ,� LOADS TO THE STRUCTURE. C -_ --- D S Q N t-GC ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 3 / 3 Q w 3 w EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I- --- - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE i u In r�==== NOT PART OF THIS APPROVAL. i w a- Q m A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. `cam° 3 n Av10 00 �X • • ALL SHIMS TOBE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. z tO /L----- •� : . ••••: MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT • '• •' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE i i ' J `n ••• REQUIREMENTS OF THE FLORIDA BUILDING CODE. \il o �. �•••.: • 00 tl \ B 11 • La •••d •••••� THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 2 II •� SHUTTERS ARE NOT REQUIRED. — �_ fyip 0000%••: • 6 POINT LOCK .zi VIP �; 12" • � � C� N• :••••• O ��n• • MAX. 7" MAX. LOCKING POINTS r t. MAXIMUM DESIGN LOAD RATING = + 70.0 PSF HEAD HEAD/SILL SEE CHART 0 z _j LO SILL CORNERS _ (FOR SIZES SHOWN OR SMALLER) - 75.0 PSF wDW. HEIGHT KNO. OF EEPERS z to -- UPTO AT SASH TYPICAL ELEVATION 26' z 0 1 --0 38-3/8" 3N LLL 50-5 8" 4 1/8" TEMP. GLASS 63' 5 3/8" AIR SPACE 76' 6 HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS �; u w w m 4 � .090" Interlayer .090" Interlayer .090" Interlayer PRODUCT REVISED In o 0 o u DuPont Butocite PVB DuPont Butocite PVB DuPont Butocite PV13 as complytng wish the Florida o N N w By 'Kuraroy America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' BuildingCode ��06�- f /� a o Aeceptonco No v l i./ 4 w a 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS jnWonDWA 9'leOZd., o a a- z > BY a SILICONE o: SILICONE SILICONE F;Oduet ntro DOW CORNING 899 �' DOW CORNING 899 OOW CORNING 899 w m NO c m GLASS CAPACITIES ON THIS SHEET ARE g g ' �, g 9 m g s 1 1 BASED ON ASTM E1300-09 (3 SEC. GUSTS} > � c� 3 � � i t� 3B I �I Ln 3A AND FLORIDA BUILDING COMMISSION .—� DECLARATORY STATEMENT DCA05—DEC-219 20 , 20 I I 20 i Engr. JAVAD AHMAD CIVIL wO w q FLAAJ PE # 70592 N 38 S A E w tALL 1/4 POINTS Luw 21 SIZES W v H v v SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG drawing no. GLASS TYPE 'A' GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE 'B' W1 1 -05 GLAZING OPTIONS 201 sheet 1 of 6 EDGE DIST. TYPICAL ANCHORS U O SEE ELEV. 18Y tj w FOR SPACIN°G ° . WOOD BUCK iI� __ ____ _ METAL –- –--––––––––––––- EDGE I EDGE ae4-4' DIST. ° ° ° DIST. I MULLION & MULLION ANCHORS 0 \ Z IL SEE SEPARATE NOA o 0 WH jEDGE DIST- opN 0. ji1 ___ ' -- __--__-- o W M .J LA X � o ' m § m O w En A10 t O a ¢ o O 2 TYPICAL ANCHORS TYPICAL ANCHORS (A p SEE ELEV. I SEE ELEV. 5 FOR SPACING i FOR SPACING Z M z a j Q Wr1 � N -- TYPICAL ANCHORS: SEE ELEV. FOR SPACING ;•�• .• 1 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. tn 1�4 J o, •• •; MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM DIA. ULTRACON BY E)CO' (Fu=n7 KSI, Fy=155 KSI) �•� � j AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ••� :"" j --" 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ' o • •••.. THRU 1 BY BUCKS INTO CONC. OR MASONRY •. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) A = F a i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) :— ••; ••.... c� x O I . rn IM rn •••••i x w a rt I DIRECTLY INTO CONC. OR MASONRY W •N • W `— 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 7 p N o • _Z z ci F ;� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z_ LL_ co W o #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Z M 0 w INTO METAL STRUCTURES Ln o a STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) �;, W � 1 N ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) r-------� t (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I i #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Z t i I INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") o 3: a o U T U C � 5 (NO SHIM SPACE) u N p M to 13 TYPICAL EDGE DISTANCEly a o ir ' INTO CONCRETE AND MASONRY = 2-1/2" MIN. toy INTO WOOD STRUCTURE = 1" MIN. 10, z ' a 2 WOOD BUCK INTO METAL STRUCTURE = 3/4" MIN. OBt7 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. N m i0 16 t i CONCRETE AT HEAD, SILL OR JAMBS VC = 3000 PSI MIN. goo o i 1 T C-90 HOLLOW/FILLED NORMAL WEIGHT.CMU AT JAMBS f m 2000 PSI MIN. L Por m o -J � I � I B _ Engr: JAVAO AHMAD n o CML [I N FLA. PE 70592 0 x C.t . 3538 V r ...4. 6:� d. s �.D -p PRODUCTREVISED V y lLf I as complying with the Florids ° TYPICAL ANCHORS TAPICAL ANCHORS` Building Code e SEE ELEV. '_ SEE ELEV. Acce tmcolV �•�� ! drawing no. c FOR SPACING FOR SPACING ExpIrati Date �/j *t �j iT{y{� 1 Wl —0 EDGE DIST. 5 _I EDGE DIST. B 9Y 1 A arol ado Product Con ml sheet 2 of 6 ui a 1/4" MAX. Lm I 1/4" MAX. 11 SHIMS 1/4" MAX. Z n SHIM / g WOOD BUCK SHIM Q Q 4A 12 a a 18 4 B - I - 4 v TYPICAL ANCHORS 2BY WOOD BUC I Fj SEE ELEV. 21 R W TYPICAL ANCHORS ----------SCREEN OPT. ----------------- v.. FOR SPACING W 00 STRU URE SEE ELEV. u FOR SPACINGv 1 1/2 0 h v V iO m V w y M O ----_ _ __-- - - - - - - -- - - 0 GL rl a - - - - - - - - - - - - - + Q /0/yy �a Cl 1/4" o N w� lig N O N w + --• 4v OQ W N Li ILZN - 0 o j Om < 1? Q _j 8 v w TYPICAL ANCHORS Q w i EXTERIORSEE ELEV. V FOR SPACING METAL • D.L. OPG. �, STRUCTURE .i • • N •• �. VENT WIDTH ' ••.b- •moo I •...i • WINDOW WIDTH 00 ..... S� g � •. ..... ' = . LL, W w ..•.• ,- ui ' • ' 3 0 of so �- rn rn • MIAMI•-OADE COUNTY •l• • • APPROVED MULLION z W co SEE SEPARATE NOA TYPICAL ANCHORS --j z} o J SEE ELEV. FOR SPACING � 0 Li O J 1 W rn� r- -- i 1 I 11 II � I i O N to a e y 1 1 - _ U N O P - O Z Lu K N r 1 1 - m w O w I I I I L w Zdd O Z • I I + U 0. v 5 Q U y X WINDOW WIDTH WINDOW WIDTH D a N n = N •� � o o "a o 0 a m v o w Engr: JAVAD AHMAD o CIVIL FIA. PE # 70592 0 C , N. 3538 PRODUCT REVISED r r d a 8S complying wfib ft1014��b v° Building Cock /� -40� Acceptance NO ��iG drawing no. Cx irauan Daze � wl 1 -05 1.4iami ade irocl Con rol sheet 3 of 6 o U EDGE DIST. -- ----------- W EDGE DIST. METAL F-- ----------------- I o TYPICAL ANCHORS STRUCTURE II MIAMI-DADE COUNTY APPROVED I� ° SEE ELEV. FOR SPACING I MULLION & MULLION ANCHORS z3 D• ° , p I I SEE SEPARATE NOA I I 0 m \ I 9 II I _ ccpV z t1EDGE DIST. I I W I d------ - ------ o w ,. .. >- 2O I 15 0 15 � � a r. ALT. � Or Qu m a g tY O �l WLL 0 TYPICAL ANCHORS I TYPICAL ANCHORS Is p SEE ELEV. SEE ELEV. J ih Q s FOR SPACING FOR SPACING Q WUj .--tF0000• • N 0000• ,n • m 0000• g • •0 0•• . r • Q • ,v •0000 • w ••� � •.x 0000.. w • 0 (n 400� .0 000000 �— rn le O o•'•+n ;0000: D — • /4" MAX. g Z 0 � SHIMS ALT. ¢ Z o 15 a - 0 L U �o TYPICAL ANCHORS cii LLJ az:�E SEE ELEV. FOR SPACING q D d d a o a O z W o o TYPICAL ANCHORS _ c F Wo SEE ELEV. FOR SPACING a z o L W W W O U PRODUCT REVISED ¢ z Z) z D I, a z � z 4 .. 'p as comptylug%%Jdl the Florida Building c-odc ..o+O`--io Acoeptence No 1 v g plmdon Daw242'1. o O BY y o O o 0 0 ALT. 114 ado Pr uct Con rul N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr. JAVAD o MAD n , �� CML N iv FLA_ PE # 70592 CA 3538 0 - D v ➢. D-D ➢ D c drawing no. W1 1 -05 EDGE DIST. -- 2015 sheet 4 of C 2.750 ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w 1 E501 4 FRAME HEAD/SILL/JAMB -6063-T6 - o -, _ - x 500 2 E502 4 VENT 6063-T6 3 FY108 AS REt1D. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 Z 1.330 - 3A E505 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 �.. ;Q Z L, CL 062 38 FY109 AS READ. GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - 4 4 E508 AS READ. SNUBBER - VENT, FULL LENGTH 6063-T6 - O o 078 2 821 4A E509 AS REOD. SNUBBER - FRAME, FULL LENGTH 6063-T6 - - w M U 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - I 1.893 - - u 7 {(10 X 1-1/4'� AS REOD. FRAME AND VENT ASSEMBLY SCREWS H WH 5M5 B E203 AS REOD. BULB WEATHERSTRIPPING, OUROMETER 65 SANTOPRENE ULTRAFAS _ a d 9 E203 AS READ, GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAS _ Q m 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8' SDS Q d Q Q g 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH Q o$ I- - FRAME HEAD/SILL/JAMB _ _ co 12 b/ VENT KEEPER STEEL Q: 13 1/ VENT ROTO OPERATORZAMAK/STL. TRUTH 0 2.354 Q 3 li III LL Z to o f 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - -_ -- J M Q a —1.330-115 FY120 AS READ. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL. _ - a W +�+ 2.688 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS F.062 17 #10 X 1-1/4' 2/ SKATE FH SDS SKATE SCREWS - - --f 18 #8 X 3/4' AS REOD. FH SMS SNUBBER SCREWS IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.Cy Ci U ••••�. •� 2.094 372 .500 769 19 - 2/ LITE SETTING BLOCK. 3/16' X 3/4' X 4" LONG EPOM DUROMETER B0f5 SHORE A • �,, J •Ln • • 062 2.813 20 FLO-50 - GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE • , • ko •••••• • •aam • • .896 2.611 21 - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL • g (J} • • ••• +t• •••a ••i••� SEALANT: • .590 15 FLUSH FRAME ADAPTER •• I.- .7`19 ~ ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ••• (ni F 1 • SCHNEE-MOREHEAD SM5504 SEAM SEALER. v (n a : �• 1.582—d 1.750 . U1 �.•,�•• •••••• PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. '� .. �.Lp.r� ..... O o_ Q VENT .493 LOCKS: Z 0000- 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' z 519 AT FRAME JAMB o O LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL c� o �`- FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. i' Ld Q, F .803 .045 493 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS in 1.047 t 4 CORNER KEY w Z STAINLESS STEEL KEEPERS #31964.92 AT VENT � EACH FASTENED WITH (2) #10 X:518" P FH SMS o N � d o O3 GLAZING BEAD (5/16" LAM. GLASS) SEE CHART ON SHEET 1 FOR QUANTITIES c U W �1 W 245 � m � oocc Z ai -� -130HINGES• Co 4 �- .780 120 4 BAR ST/ST HINGES #35.12,00.400 BY `TRUTH' PRODUCT REMSBD 0 Z' a< z � � it -803 .045 1 — LOCATED AT TOP AND BOTTOM CORNERS es complying WM LbeF3olida Building Cade FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS Acoepte C* 0*C07 •�� _ I4 F=--1.256-d G heti Datr1.172 -0{ OPERATOR: By '>GLAZING BEAD INSUL. LAM. GLASS 4A SNUBBER FRAME ',4i adePQ m v o W ( ) Q SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS 394 .245 OPERATOR TRACK #30175 AT BOTTOM RAIL Engr: JAVAD AHMAD N t CIVIL FASTENED WITH (2) #10 X 1" P PH SMS FLA. PE '3 70592 0 CA.N. 538 T 050 .780 .120 " 803 ANTI-SAG SKATES: L v a v v VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' drawing no. 1,047 L .720 (2) AT LOCK STILE AT 6--3/4" FROM TOP/BOTTOM RAILS E 1 (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE v W1 1 -05 38 GLAZING BEAD (7/16" LAM. GLASS) O SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. JUN ' .3 2015 sheet 5 of fi 1 l o U W LO 0 1 Z 3 O °f J H Q ^ 14 Mo "M 0 AA C U V M 14 7 ()0. g / C -a ao tt: Ma . o a Qy �F lL w o _ t LA Mg j a J W •-I� h 7 •••••• ... U �...o •• Im ...... ••• ' J • to 1 • • •• 3 Vi •• • • I I ••• W/ } �u • X •i I • Q •"" Li •• 0000*0 V) O o - � o z �-LL I � 4 z a Oq J v i � 00 ��w _j L W 0):2 rW- VENT CORNER FRAME CORNER W W W W fn K In Cn 1A vl Ln N us_sf 0 F ft K H ~ t7 [aa! a U t1 N U U 7- 0 Z 2 Z 2 Z O n ~ O M N SIA f 17 W fl) 0 a m U 0 W r £ngr. JAVAD AHAMAD rj o CML N FLA P£ # 70592 a _ PRODUCT REVISED CAN. 38 as complying with the Florida 2 Building Code b—04-oo6 /1 o 7-11111 V AcccptwicoNo �V/v�'r.L�.+ C— Ex uutfonDate 02� ` drowing no. By JU2015 W1 1 -05 Miami a Product Co' sheet 6 of g