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WS-14-2605 �'�`� Miami Shores Village Building Department artment rJov L 'r 2014 , � 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 II Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC t20�0 BUILDING Master Permit No � l� " 2 ,�; PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP V n� S4- CONTRACTOR DRAWINGS JOB ADDRESS: q. 1 (.t,J City: Miami Shores Countv: Miami Dade zip: YL12 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Al l Phone#-7-Y6 Address: S� ��1 City: !2:�E' C�Q fl`S State: Zip: -3 3j, Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Phone#: Address: City: State: Zip: Qualifier Name: -_"`_- - _- Phone#: State Ce;;=7� —Phone#. Certificate of Camper cy M DESIGN Address. City: State: Zip: Value of Work for this Permit:$ 6 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: �'G L7 C' L' XA J', -A,)CA t� Specify color of color thru tile: (� Submittal Fee$ �`dC� Permit Fee$ " ° CCF$ CO/CC$ 9� Scanning Fee$ Radon Fee$ DBPR$ Notary$ 00 Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ � 5ici (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature —1--r-L Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this / _day of ®��/}�� ,20 ,by day of ,20 by �'/G�y <:;%P who is personally known to ,who is personally known to me or who has produced �� 102 as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Sign: 4�Y pug e 9 on Prin P° J'' Joanna M Feliciano Print: 4a a My Commissio Seal: �0`fd Expires 0 1/1 212 01 8 Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) e • � H Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: IfAo DATE: [ 2(0/y ADDRESS: 93 Al L✓ 3 th, fine SI1tl�L� 33/,SSC 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. I 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 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. (� Initial d `R 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that II 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 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 lease,which violates the exemption. Initial p'_- 5. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 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 e 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. Initial 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.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 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 httr)://www.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial V\ 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: 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. Was acknowledged before me this day of , 20 ' �`c s3p By �� �� • who was personally known to me or who ha. o � O: 2-:3 �J Produced there License or ° as identification m T m mos N T V � W d OWNER - MIAMI•DADE MIAXII--DADE COUNTY,FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT OF REG TO A E O i C RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADI4I SIO T(786)31"590 F(786)315-2$99 NOTICE OF AC (N ) ww%miamidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Miami,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 Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material -fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"ECO-Guard Clipped"Aluminum Tube Mullion-LALL. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "AIuminum Tube Mullion",-sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 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 hill 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.Fallure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E--1 and R•--2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.K. NOA No.14-0529.16 MIANiFDADE�GOUNTYell—�fS�� Expiration Date: October 23,2019 � o t4 Lw� b Approval Date: October 23,2014 Page I 1�4t�, :30JA ltx&031► iKIC. .f I Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14--01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202--94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192D and HETI-0821660, both dated 01/15/09,signed and sealed by Candido F.Font,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202--94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-0$2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5a' Edition (2014), prepared by AI—Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P. E. D. QUALITY ASSURANCE 1. Miami Dade Depadment of Regulatory and Economic Resources(RER). .E. MATERIAL CERTIFICATIONS 1. None. `. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E—i Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5"' Edition (2014), issued by Al Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P.E. 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI48 2192A, HETI-08 2192B, HETI-08-2166A and HET148 2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P.E. 4. Proposal No. 084236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P. E. G. OTHERS I. None. r Jaime D.Gascon,-P.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 --------- --------- --- e6 Am I � 4.o00 II II _�a.�Ij6—TYPICAL y. ---��'s �Si. =_3 ---__i I I�-y-,I(I-' frYAZBQG PRODUCT $ r ---___ I IT TYPICAL tRfl..11 $� It jj WINDOW FRAME I JL---I I q L � 3.000 4.000 J P, z J TUB"SHAPES Z 0 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 2.000 ALLOY a 8083-T8 j AND CAN BE USED WITH ALL MIAMI-OADE COUNTY APPROVED 7 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. RECT GULAR ALUMINUM TUBE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS m r CAL '— cn USING MULLION PROPERTIES ONLY HORIZONTAL OR VERTIW;;O on NOTES• SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACINGo THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 3 �1�EMENiSCANE SOOF��FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY : O z C3 ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE Q W rn m APPLICABLE BUILDING CODE REQUIREMENTS LE:WIND LOAD,WATER INFILTRATION,FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. 0 WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTUREE, ANCHORS SHALL.BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TBE ETC.} ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROML. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT 11 M TO SIFEV EW.SQtE165 THAT COME RQO CONTACT WITH OTHER OISSIMAR MATERIALS BALI MEET THE REOLA DAE14TS OF THE FLORIDA SLOG.CODE. INSTRUCTIONS: 0 USE CHARTS AND GRAPHS AS FOLLOWS. STEP I FOR RERiONE PARTICULAR LOAD REQUIRED PER ASCE 7 FO c R PARTICULAR OPEI•ANG. STEP 2 USE MIAMI-OAOE COUNTY APPROVED GLAZING PRODUCTS + MEETING ABOVE LOAD REQUIREMENTS. Cagr-JAVAO AHMAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL FLA,PCIVIL E 7 82CA � USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITHIN" STEP DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED APDrovcdav mmpTP�8ttQlS/t4c '•L IN STEP T ABOVE. FTmi�la RuUdlq qt 8 Dxto O Vt USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS NOA9_ ' 2 � �i.� %3 2014 drawing no. STEPON SHEET 4,SELECT ANCHOR TYPE WITH DESIGN RATING Ff' l rt r•Axt m' MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. M (Z! M14-01 it sheat 1 of 9 Y You G _ y —¢ N W y A N a P �N G YO; s�pn V K ft N x �N N -N pA W w $ u x Y mm w � m m y � A es N w � m X NN N rn fl �b mg m � u� Nw O m a OS-M-+4 �o sioe � n ALUMINUM TUBE MULLIONS AIrFAROOQ CORPORATION a ECO WINDOW SYSTEMS, LLC. ��w s&iA OM=DEv�v yr I tr. +w+ao 9114 N.W. 106 STREET ,FLOR on 3,74 ° p MEDLEY, FL. 33178 TELOM264MM FAX(3M2O 69M C ° ak sr TEL (3as)885-5299 FAX(305)eas—sso2 MULLION\M14-0tESW DESIGN LOAD CAPACITY- PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY -PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY- PSF(TUBE MULLIONS) 6ii VIND08 DIMS. 1X3 1 X4 1 X3 1 X4 2X8 2 X 6 2 X 6 WINDOW DIEt3. 1 X3 1 X4 1 X 3 1 X 4 2 X 4 2 X 8 2 X 0 TPINDOB DIMS. 1X3 1 X4 1 X 3 1 X4 2 X 4 2 X 6 2 X 8 Ircet'j]c WM(90 SPAN STD. STD. CUSTOM CUSTOM BPD. STD. HEAVY WOM(w)MULL SPAN M. STD. CUSTOM CUSTOM STD. STD. HEAVY V�IDT14(o) SPAN STD. STD. CUSTOM CUSTOM STD. M. HEAVY 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 593 553 1204 120.0 p j 26-1/Y 120.0 120.0 120.0 120.0 120.0 120.0 12MO 26-1/2' 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2" - - - 42.8 39.9 1114 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 M. 47.5 101.9 769 120.0 120.0 120.0 120.0 30" - - - 37.8 353 98.1 120.0 37' 120.0 120.0 120.0 120.0 1204 120.0 120.0 37' 38.5 829 62.4 120.0 120.0 120.0 120.0 37" - - - 30.8 2006 79.5 120.0 4Y 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.8 55A 1139 106.4 120.0 120.0 42' - - - 274 252 70.1 120.0 Q 48' 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 74-1/4"V97 63.7 48.1 98.7 93.1 120.0 120.0 48' 120• - - - 23.6 224 613 112.6 Y� 5$ 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 56.6 42.7 88.6 IM7 12MO 120.0 54' - - - 21.0 - 34.5 100.1 v 60" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60" 5110 385 79.7 74.4 120.0 120.0 60' - - - - - 49.0 90.168' 1125 120.0 120.0 120.0 120.0 120.0 120.0 66' 46.3 354 725 67.7 120.0 120.0 86' - - - - - 44.8 81.9 cy72' 1032 120.0 120.0 120.0 120A 120.0 120.0 72' 42.5 32.1 685 82.0 120.0 120.0 7Y - - - - - 40.9 7&1 19-1/8' 120.0 120.0 120.0 120.0 120A 120.0 120.0 19-1/8' 51.5 110.4 83A 120.0 120.0 120.0 120.0 19-1/8' - - - 44.5 41.6 115.6 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 602 120.0 11&4 120.0 120.0 26-1/2' - - - 32.1 304 83.4 120.0 41 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 329 70.4 53.1 110.2 '� 1029 120.0 120.0 30" - - - 28.4 264 73.7 120.0 k 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 893 83.4 120.0 120.0 37' - - - 234 215 59.8 1099 l'1 42" 120.0 120.0 120.0 1204 120.0 120.0 120.0 42' 23.4 503 384 7&7 73.5 120.0 120.0 42' - 20.3 - 52.6 8&7 edlLi 48' 42' 120.0 120.0 120.0 120.0 120.0 1204 120.0 48' 84• 205 44.0 33.2 689 643 120.0 12MO 48° 132" - - 46.1 84.6 � 54' 114A 120.0 120.0 120.0 120.0 120.0 120.0 54' - 39.1 295 61.2 57.1 120.0 120.0 54' - - - - - 409 75.2 U 80° 103.3 120.0 120.0 120.0 120.0 120.0 120.0 80' - 352 28.8 55.1 51.4 112.6 120.0 60' - - - - - 389 67.7 f 66' 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66' - 324 24.2 50.1 46.7 102.4 120.0 86' - - - - - 33.5 61.5 Z 72' 06.1 120.0 120.0 120.0 120.0 120.0 120.0 M' - 29.3 22.1 459 429 039 120.0 72' - - - - - 30.7 b8.4 0 (/J 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 34.5 74.0 659 115.8 108.1 120.0 120.0 19-1/e' - - - 343 324 89.0 120.0 7 28-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 249 53.4 40.3 835 7&0 120.0 1204 20-1/2" - - - 249 23.1 64.3 118. 30' 120.0 120.0 120.0 120.0 120.0 120,0 12MO 30' 22.0 47.2 35.6 739 6&8 120.0 120.0 30' - - - 21.9 20.4 66.8 1043 W 37- 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37' - 38.2 289 599 85.9 120.0 120.0 37" - - - - - 4&0 849 M N 42' 1019 120.0 120.0 120.0 120.0 120.0 120.0 42" - 33.7 2&4 52.7 49.2 120.0 120.0 42' - - - - - 409 749 3 M 48' SO-5/8' 88.9 120.0 120.0 120.0 120.0 120.0 12CW 49' 96• - 299 223 46.1 411 1079 120.0 48' 144" - - - - - 355 85.2 0 54" 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 262 - 414 3&3 959 120.0 54" - - - - - 315 57.9 Z Z 60' 71.1 1145 115.2 120.0 120.0 120.0 120.0 Be - 216 - 38.9 34.4 862 120.0 60' - - - - - 28.4 52.1 3 or 64.7 104.1 104.7 120.0 120.0 120.0 120.0 68' - 21.4 - 335 31.3 7&4 120.0 66" - - - - - 259 47.4 72' 593 08.4 984 120.0 120.0 120.0 120.0 72' - - - 30.7 2&7 71.6 120.0 70.• - - - - 0.3.7 43.4 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 /9-1/8' - - - 81.3 789 120.0 120.0 W mm 26-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' - - - 58.7 549 120.0 120.0 ARCHES TO BE INSCRIHW 30" "A 120.0 120.0 120.0 120.0 120.0 120.0 30' - - - 51.8 4&4 120.0 120.0 9L9DE RE"OMI41APER SHFWRIIOMAL NUWON 37" 63.1 1199 102.1 120.0 120,0 120.0 120.0 37' - - 42.0 39.2 109.1 120.0 42' 55.6 1059 90.0 120.0 120.0 120.0 120.0 42' - - - 37.0 349 96.1 120.0 :%OIg21Nti 48" 83' 4&8 92.4 78.7 120.0 120.0 1200 120.0 48' 108' - - - 32.4 30.2 84.1 120.0 coy tlERTr-4 54' 412 82.2 70.0 120.0 120.0 120.0 120.0 54" - - - 28.8 269 74.7 120.0 NULUON p 80' 389 739 63.0 116.7 108.0 120.0 120.0 60' - - 24.2 673 120.0 88' 35.4 87.2 57.3 105.1 98.2 120.0 120.0 88' - - - 23.6 224 81.2 1123 GIAZINO OIAZIHO 72' 32.4 61.6 S25 9&4 804 120.0 120.0 72' - - - 21.6 20.2 56.1 103.0 PRGDUGT PRODUCT s CIAZWO GiAAZINNG ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT �m 0 � MUUM MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED wt `� '" ''� L o c 1111 J VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGE EDITS 6ji;JAAO AO FLk PE"0592cjJL AN-ved u o w1 2 an [it, Florido U 71¢ Ume_ D i, rxlan_!f. e_, Z drawing n*. no. MULLIONS M14-01 �,� - 9he61 3 of 9 DIMON LOAD CAPACITY-PSP DESION LOAD CAPACITY-PSP DESIGN LOAD CAPACITY -PSP 4mu 9 WINDOW DHIS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DINS. ANCHORS TYPE WIDTH(W)W LL SPANI A2 A4 I AS B2 B4a B4b WIDTH(Y)MULL SPAN AS A4 AS BE 1146 Bob WIDTH(W)MULL SPAN A2 A4 AS Be 84a Bob 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 979 120.0 120.0 62.7 90.4 120.0 a 26-1/2' 120.0 1204 120.0 120.0 120.0 120.0 28-1/2' 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2` 70.6 120.0 120.0 453 652 90.6 30' 120.0 120.0 120.0 120,0 120.0 120.0 30` 100.8 121A 120.0 64.8 93.1 120.0 30' 82.4 108.8 120.0 40.0 57.6 Sox 1� 37' 120.0 120.0 120.0 101.4 120.0 120.0 37° 61.8 120.0 120.0 52.4 75.5 104.8 37' $0.6 86.2 120.0 324 46.7 64.9 g 42' 120.0 120.0 120.0 89.3 120.0 120.0 42• 72.0 12010 120.0 48.2 66.6 924 42' 44.6 77.7 11&6 28.8 41.1 57.1 48' 38-3/8" 120.0 120.0 121.0 783 112.6 120.0 46" 74-1/4" 63.0 109.9 120.0 40.4 582 80.8 Or 120' 39.0 88.0 102.0 2&0 36.0 50.0 54" 108.4 120.0 120.0 es5 100.1 120.0 54' 564 97.7 120.0 35A 51.7 714 54" 34.7 60.4 1 90.7 22.2 32A 44.4 A � 60' 9716 120.0 1214 62.5 90.1 120.0 w 50.4 87.9 120.0 32.3 465 64.6 60" 312 64.4 81.6 20.0 28.8 40.0 i7C7 66" 88.7 120.0 120.0 689 819 113.7 66" 45.8 79.9 119.9 29A 423 58.8 88" 28.4 49.5 74.2 - 28.2 36.4 72• 813 120.0 120.0 52.1 75.0 104.2 72• 42.0 73.3 109.9 289 389 53.9 72" 26.0 45.3 68.0 - 244 33.3 6 19-1/8° 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 89A 1204 120.0 18-1/8' 894 120A 120.0 57.0 82.1 114.1 26-1/2' 120.0 120.0 120.0 120.0 120.0 1 120.0 26-1/2' 100.9 120.0 120.0 64.7 93.2 120.0 1 26-1/2' 642 112.0 120.0 41.2 59.3 82.3 30• 120.0 120.0 120.0 114.3 120.0 120.0 30' 89.1 120.0 120.0 37.1 82.3 114.3 30' 86.7 98.9 120.0 36.4 52.4 72.7 37" 126.0 120.0 120.0 92.7 120.0 120.0 37' 723 120A 120.0 1 48.3 66.7 92.7 37' 46.0 80.2 120.0 29.5 425 59.0 42" 120.0 120.0 120.0 819 117.6 120.0 42' 63.7 111.0 120.0 40A 58.8 81.6 42' 405 70.8 108.0 26.0 37.4 519 48' 42" 111.4 120.0 120.0 71.4 1029 120.0 48" 84' 55.7 97.1 120.0 35.7 51.4 71A 48' 132" 355 619 92.7 227 32.7 455 O 54' 99.0 120.0 120.0 635 91.4 120.0 54" 495 863 120.0 31.7 45.7 83.5 54" 315 549 82.4 20.2 29.1 40.4 C1 s• 89.1 120.0 120.0 57.1 82.3 114.3 60' 44.8 77.7 118.6 28.6 41.1 57.1 60" 2&4 493 74.2 - 26.2 36.4 Z J 66" 814 120.0 120.0 519 74.8 103.9 68° 405 70.8 106.0 28437.4 819 68' 25.8 45.0 67.4 - 23.8 33.1 J 72' 74.3 170.0 1204 1 47.6 68.6 1 95.2 72` 37.1 64.8 97.1 235 343 47.8 1 72" 23.6 41.2 614 - 21.8 303 0 a19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8• 120.0 120.0 120.0 78.4 112.9 12o.0 19-1/8' 81.6 120.0 120.0 523 753 104.6 1 g 26-1/2• 120.0 120.0 120.0 1073 120.0 120.0 26-1/2' 88.3 120.0 120.0 56.6 81.5 1132 26-1/2' 689 1029 120.0 37.7 54.3 755 2 30' 120.0 120.0 120.0 94.8 120.0 120.0 30" 784 120.0 120.0 50.0 72.0 100.0 30° 52.0 90.7 120.0 33.3 48.0 66.7 1 W W 37' 1199 120.0 120.0 78.9 110.7 120.0 3Y 63.2 110.0 1 120.0 405 58.4 81.1 37• 422 735 1103 1 274 38.9 $4.1 in CO 42' 105.7 120.0 120,0 67.7 97.5 120.0 42' 55.7 97.1 1204 35.7 51A 71A 42• 37.1 644 97.1 23.8 343 47.5 F �n 48" 50-5/8' 9Y14 120.0 120.0 593 853 1185 48• 9g" 48.8 85.0 120.0 313 45.0 625 48" 144' 32.5 5&7 85.0 209 30.0 41.7 O o 11 u3 54' 822 1204 120.0 52.7 75.9 105.3 94' 433 75.8 113.3 27.8 404 65.6 54' 28.9 50.4 76.6 - 28.7 37.0 7 Z �) 60" d74120.0 120.0 47.4 6&3 94.8 80' 39.0 884 102.0 25.0 3&0 50.0 BO" 284 43.3 88.0 - 24.0 333 Bg" 1172 120.0 43.t 821 882 68' �S 819 82.7 22.7 32.7 45.6 86' 239 41.2 819 - 219 303 Z 72' 107.5 120.0 39S 5&9 794 72` 325 5&7 854 204 30.0 41.7 72' 21.7 37A 56.7 - 20.0 27.6 QV19-1/8° 120.0 120.0 1195 120.0 1260 19-1/8• 108.8 120.0 120.0 69.7 100.4 120.026-1/2" 12o.0 120.0 863 120.0 120.0 26-1/2• 78.5 120.0 120.0 503 72.5 100.6 ARCHES To BE WSdtlBmwsIOEREC"mAR30" 120.0 120A 76.2 109.7 120.0 30' 693 120.0 120.0 44.4 64.0 889 AN�' ANCHORS 12010 120.0 619 894 120.0 37' 562 9&0 120.0 380 5t9 72.1 ''MUUJDN 42' 120.0 120.0 54.4 7&4 10&8 42" 495 883 120.0 31.7 45.7 83.56S 120.0 120.0 47.6 68.6 982 48' 108' 433 75.6 113.3 279 40.0 55.6 VERRCAL 54" 66.0 115.1 120.0 423 614 84.7 54° 385 67.2 100.7 24.7 35.6 49.4 MULLION C so' 69.4 103.6 120.0 38.1 54.9 762 60' 34.7 80.4 90.7 222 324 44.4 7d SB' 54.0 942 120.0 34.6 49.9 69.3 66' 315 54.9 82.4 202 29.1 40.4 GLAZING "NG mom 1 72• 495 863 120.0 31.7 48.7 835 72' 2&9 50.4 78.8 - 26.7 37.0 PRODUCT PRODUCT }¢n CLAIM PRODUCTry.=L ALL LOADS ARE EXT.(+)/INT.(-). , aN9s m .NOTE Wl ANCHORS MULLION SPAN tl1 a 11W2 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD. SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = 91 +W2 E"r°� � ApPraVW tywaw1918m 2 CAA.N S PlwiAa 0C8i9 Deft- ANCHORS - MAY .� 1.Q9►� drawing no. .� M14-01 ' sheet 4 of 9 1/2'MAx 1/� 1 1 N i a � z x � yffAA1 tp O "aiF1s', 1 1/4' / MAX. � � $ i Al i u � w P",+ SlOvc MAX. Ills m _ ---L`*---4:-1 --- �g EA mmp¢jxx ug a � S o t 1 N� 4 N R- dots G9-18-14 f ons: o no on L LUMINUM TUBE MULLIONS AL-FAROOQ CORPORATION N a/e•-+' O WINDOW SYSTEMS, LLC. y� �A 6�O °0ff VE C 14 N.W. 106 STREET M"%FLOMDA3ft74 ° p DLEY, FL. 33178 Tt t�lzs4SUM FA� c (303)889-21 FAX(303)88E-9902 MULUON\M14-01FSW 1/2'MAX. N ' 1 i 1 I 1 1 1 I I / I I 4- > 0 A NE m 1 u ua 1 1/4' a?m MAX. gN rmjN X V A. ,y �� 11 F O ail Ai $ & ( t � R o 2 x. Jig N�IT - 94z a A v y �-1 s 3 aim: os+s-ta NS A ions: an ALUMINUM TUBE MULLIONS AL-FAROOQ CORPORATION a a/a•-+ ECO WINDOW SYSTEMS, LLC. swMs avODUCFuEvo°waovr f a.er• WAM 9114 N.W. 106 STREET MIAL FLX)MDA 89!.74 MEDLEY, FL 33178 TFL(MM204gl00 FAX CV%96SOM C TEL(305) 865-5299 FAX(304)BBS-3902 MULUON M14-OtES1v G I I , I I 3•MIN. G Q P+ rA f1i 1 1/4• pi7p 1 • �C 4 G vA 1 7/4• yyP 11/4- MPT! 1/4•^Moa MAX foo MAX. r.: bra --- ---- - --- ---- - Qa 04 1 �g S N r x 1'S V M'� 66� �\ m�' • m 1 r_- 0 10. S�^ �g m C= o pry O z e oN N N t ? bb p N . a TXn e o edm 05-19-14a es u O° ALUMINUM TUBE MULLIONS AL-FAROOQ CORPORATION "a Erro1lvEEwae.Fltooa:vEwr+mElrr f J 7�9•.,- Eco WINDOW SYSTEMS, LLc. =W&W.87AVE 9114 N.W. 106 STREET' MU Mt.RA)MM 33174 `. MEDLEY, FL 33178 WL(*M2"4ft p PAX.(SM 2626978 1D -� ° onk Elz TEL (305)869-5299 FAX(308)885-5902 MULLION M14-o1ESW m I 1 B � � wN• 1 in (� m�y � � D°m � s�� a�y ^��A � t• I I F II I 1 - V\ o O I 1 1 1 i ; II } I I I I ZZE I w i aatx os as-t4 revatona: ALUMINUM TUBE MULLIONS LjZj2 ORPORATION a $ no a e r exon on ECO WINDOW SYSTEMS, LLC. W. rusvv�°rmExr f VE 9114 N.W. 106 STREET 4 MEDLEY. FL 33178 PAIL CJM T6 CTEL.(305)885-8299 FAX(305)885-8902MUWON\M74-Ot ESW i/2•WX. - 1 I i 1 i 1 t a , i 1 1 1 vp// 1 1 i 4- Z TR x O1 P P 90m yy m 1 4 9? 11/4- fit 1/4•o i N •gym �X - X � n 1 ug c a Q q N 3 aasm 05-19-14 ravisioa eac on ALUMINUM TUBE MULLIONS AL-FAROOQ CORPORATION nc =ECOWINDIOW SYSTEMS, LLC. O°BV�Hw3�A"DucfDE�"ELDPMBWTVE 06 STREET �fu►mL FLOMDA332.74 ° p 33178 �yCJM2"g W FA1 POM262b9M 6299 FAX(305)885-6902 MULLION M14-01FSW 11L Ar MIAMMADE ML"H DARE COUNTY no min PRODUCT CONTROL SECTION DEPARTMENT OF ONO • C RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE AD -161 IVISI T(786)315-2590 F(786)3152599 NOTICE OF ACCEPT NCE (NOA) www.m+amidade.govleconomy 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 Product Control Section(In Miami Dade County)and/or the AW(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Iloriz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24!09,with revision D dated 02/12/14,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 NDA revises and renews NOA##13-0206.03 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0317.01 LIAMMI MM= Expiration Date: May 27,2019 `MEMW Approval Date: April 10,2014 Waf//4- Page 1 Lu� t�� I (;TJ 4- /gA1ZV SVJ s0i 4N IOU islf'A)P I ric'4 tm, TYPICAL ANCHORS By �� GS WOOD BUCKSEE M.FOR SPACING METAL TYPICAL ANCHORS 1 STRUCTURE SEE ELEV,FOR SPACING I �`.; e• .°n v• n e .•.°n:o ,. IdZi7DADE COUNTY ANCHORS RMULLION& Z •<• 9°, .'•�a•' • °-' SEE SEPARATE NOA 1 O A � a O to n 1 9 till IYPICAL ANCHORS TYPICAL ANCHORS 6 ' SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTNN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES( TYPICAL ANC OHS., sm ELLv.FOR sPAallo/4 V1 Wt = 3/8'X 2-1/4"WEEPHOLES AT EACH END 1 " DIA. TAPCON BY 'Ii1N' (Fl uo HSL Fya92 W AND 37'O.C. MAX. 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 R9,Fy=195 NSI) p I SEAIANT: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ALL JOINTS AND FRAME CONNECTIONS STALED WITH 1-1/2' MIN. PENETRATION INTO WOOD 3 M I JOINT SEALER. THRU 16Y BUCKS INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY Z 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 0 Z# SU P 1114 SMS OR SELF 13RILUNG SCREWS (GRADE a CRS) W o+2 INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8'THK. MIN. (6063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) e #14 SMS OR SELF DRILLINGSCREWS (GRADE 2 CRS) 14 t5 to INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. m 1/87 R (NO SHIM SPACE) 4 a I a TYPICAL EDGE DISTANCE t 111. e n INTO CONCRETE AND MASONRY m 2-1/2' MIN. E INTO WOOD STRUCTURE = 1' ASN. 1 #Wa "� g INTO METAL STRUCTURE - 3/4' MIN. ;to e titi CONCRETE AT HEAD, SILL OR JAMS t'c a 3M PSI MIT. c m u o 8 1 1 0-80 HOLLOW/RUM BLOCK AT JAWS fmo 2M PSI MIT. PRODUETRRVRSRD ,Y '•• . .• i Yl 1 FLA.PE aWldftCo& �. `•: .oro GAN'a' Actcytaaw No p �9 y a•.. ° \ $ 1 ° TYPICAL ANCHORS \ SEE ELEX SEE ELE . ? 1 TYPICAL ANCHORS f :•"\e 1. :'''" WAI-2 F" drowfR rw. FOR 9PACINO 91� FOR •ICIW ff9 �f WOOD BUCK ' YP O.7��L Wt sAeet 3 of 7 1/4*MAIC �YIIBV 1/4'Max. SIMS (/(�;) TYPICAL ANCHORS SKIM � 7 O g F FOR SPACING 11 O d F 1 TYPICAL ANCHORS 17 SEE k1EV. $LO FOR SPACING °•' 28 METAL 10 STRUCTURE ---SCREEN 8 17 ° 1BY 4 STEEL REINFORCIW 11 ix 1• WOOD BUCKS {� AS REOD. .•',i S9 ,� SEE SHEET 1 FOR CAPACITY WINDOW WIDTH _.. XO LAYOUT TYPICAL ANCHORS V SEE M.FOR SPACING t/4'IJAX. Ile MAX. YEW SAQTH PENT WIQ SKWS W4M /[�� D.L.OPO. D.L.OPG. SEETYPANCHORS FOR SPACPoO a• -- - 0 � Z * WOOD -SCREEN . ---------- ° V - N OPT W m WOOD ST 17 TOY 4 8 i t 1STEEL REINFORCING P WOOD BUMS D.L.CPO. AS REDO. .•,i EXTERIOR SEE SHEET x FOR WWfTY r e WINDOW WIDTH R LYS g XQX TAY= B MLWI-DADS COUNTY APPROVED MUWON TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV.FOR SPACING M m �SSi� C<m v e EDW: VAD PRODUCT R8Vr" � •� l.A7�l� ffi�gilYlag�v8hlhel,TBIIOo t FLA. .Js3e HutldinaZ gg Iq --------SCREEN OPT. :.. i tleur0 Product CoakoY drOY>irRq no. �s l' W09-12 't•,i<<, tiv,i WINDOW WIDTH WINDOW WIDTH ;' sheet ,4 of 7 t -a v' e a +�f�z I/- MOOc SHOO 0 i t/4•WX SMM n x gr. NEi a jEl • a. �O r 7 a Wiwi,g tat asa 02-24-0 ora-QM 015-200 90 MM NXM VX(LU)JI AL-FaRooQ CORPORA-noHby a i .,, � ._�• n w awrce n�axeer I ECO WINDOW SYSTEMS, LLC. rRomicr°ter Z. B m�.i No awes ire weer 19114 N.W. 106 STREET M IA&%noIacA33]74 I ar.en � c e.nea wme. aev. MEDLEY. FL. 33178 (MM2046wo eNe(a�1seaem J pf: 0 m n NO aava�•rem ahffr TEL ag9—&M FAX CM5)8&5—seat COMP—ANL\W09-11200- -&M N F rnOF r Z m O N is N m ® - b, O i z• p co u r' N V C) I I E� 1. S µ� z a � mmmm � � a � � m f . e � p. 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HEAD/SILL HEAD/S�. ig F CORNERS p in CORNERS p BIERS YS - �a C IR I I I I I AL ���lE pp ) 31 1/4' 32 3/4• (SURF1 APpLIF�S 32 3/4' 12.1/4' y� MAY K USEIS D.L.OPG. D.L.OPG. MAY BE USE$ D.L.OPO. D.L.OPG. ?4 35 3/B' 38 71W VENT WIDTH VENT WIDTH TYEMAL ELEVATIONS ECO—GUARD SERIES-2UQ � � �, ALUMIr1UM HORIZONTAL ROLLING {YIND -0 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS L Z�` APPROVAL APPLIES TO SINGLE UNITS OR SIDF.BY SIDE O.f THESE WINDOWS ARE RATED FOR IARGF&SMALL MISSILE IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER 8;:8 SHUTTERS ARE NOT REQUIRED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 02 TO QUAUFY FOR SMALL MISSILE IMPACT RATING MIAMI-RADE COUNTY APPROVED MULLIONS IN BETWEEN. EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. I� 1/8'HEAT STREN'D.CLASS y q THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE g 39 1/e'HEAT STIWD.CLASS 1/8'HEAT STREWIX GLASS 8/19'AIR SPACE REQUIREMENTS CANE ZONE t��FLORIDA BUILDING CODE INCLUDING INCH VELOCITY 1/8'HEAT STREN'D.CLASS @ 0901 INTERLAYER 09D'INTERLAYER YfD00 BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY 10 TRANSFER e BUTACITE PVB BY'DUPONT' SENTRYC AS BY'DUPONT' 080'INTERIXER LOADS TO THE STRUCTURE. BUTACITE PYB BY'OUPONY ANCHORS 594ALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS Q 1/8'HEAT STREWD."S 1/8'HEAT SREN'O.CLASS 1/8'HEAT STREN'D.GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SILICONE SILICONE ANCHORING OR LOADING CONWRONS NOT SHOWN IN THESE DETAILS ARF. ^- DO SCO�G 898 GDOW CORNING 899 SILICONE NOT PART OF THIS APPROVAL. 9¢9¢ A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 3S o S a DOW 898 MATERIALS INCLUDING BUf NOT UNTIED TO STEEL/METAL SCREWS 7HAT g<m o 0 m To b COME INTO CONTACT WITH OTHER OfSSIMIIAR MECTION SHALL MEET THE m a o REQUIREMENTS OF THE FLORIDA BL00.CODE SECTION 2003.8.4. s Err OMAILW PRODUCTROVBED J 2J I Fu PE p 7r>$BR nwhr lYin8�vU4 dmFlatNdu g CA.N.:F5879 ft q$DvTlhdWmg Code 10 10 /IMltlij.!� Q CARDINAL YL /� Ly''', M7llml LAM.GLASS SETProdwtpFWmt J droving no. EDGE SPEER TING BLOCKS AT INSUL. / Il' GLASS TYPE 'A' GLASS TYPE 'H' ST.STEEL GLASS TYPE 'C' NOTCH GLAZING BEAD LEG ; (. l r WO9-12 TO CLEAR BLOCKS GLAZING OPTIONS DESIGN{LOAD CAPACITY-PSF(%0.OX OR XX SIM) DESIGN LOAD CAPACITY - PRF(XOX StZEB) DESIGN LOAD CAPACITY - PSF(X0X SIZES) W 0 RIDNF. MR RINF. W 0 R1DI4F. I WITH REINF. W/o R TF- WIPE REINF. GLA&{TYPE CLAM TYPR GLASS TYPR Gtr TYPE !BASS TYPE GLASS TYPE GLASS TYPE III A89 TYPE MASS TYPE WINDOW Dm. A 'A' 'B' 'C WINDOW DIMS. A 'A' 'E' '0' WINDOW DDJB. k12 A' '8' 0' WIDTH HBOHT 00.(+) INf-(-) EXT.(+) INT4-) EXTO) INT.(-) WIDTH HEIWif IXT.(+ 1NT(-) EXT4+) MT4- -4f) Mi.(-) YADTH HEIGHTEKf.(+) DR.(-) EXT4+) INT.(-) EM.(+) MT.(-) 28-t/2" 4 70.0 Bao 80.0 009 70.0 80.0 74' 28' 9 70.0 a0A SOA 60.0 70.0 a" 74° 28. no BOA 80.0 90.0 70.0 Eno 37° 28' 4 70A 80A 80.0 904 70.0 80.0 f08-1/4' 1T 70A 8a0 BOA 90.0 70.0 1m.0 t�-1/4" (3) 70.0 BD.O Sao 90A 70.0 80.033-1/8' (3) 6 70.0 80.0 80.0 90.0 70.0 SOD 111' 12 70.0 80.0 80.0 90.0 70A 80.0 111° 70.0 a0A Sao WE 700 80.0 74^ B 70.0 60.0 80.0 90.0 70.0 60.0 74' 9 70.0 80.0 80.0 00.0 70.0 80.0 74' 70.0 80A 90.0 90A 70.0 SOA 26-1/2' 4 70.0 80.0 Bao SOD 70.0 80.0 1D8-1/4• (3) 12 Tao 80.0 80.0 90.0 7a0 OA 708-t/a" 3() - - aoo 80A 70.0 80.0 a 37' 38-3/8' 4 70.0 80.0 ODA 90.0 70.0 80.0 711• 12 70.0 50.0 80A $0A MO Bao till 12 - - Box 90.0 70A BDA 53-1/8' (3) 6 70.0 SGA Sao 90.0 7" 80.0 74" BO-O/6. 9 70.0 SOD 80.0 00.0 70.0 SDA 74' 50-8/8° B 70.0 ODA 60.0 W.0 70.0 Sao 74• a 70.0 50.0 Bao 00.0 70.0 10.0 106-1/4' (4) 12 70.0 80.0 SOD 00.0 70.0 80.0 (4) Q 28-1/2° 4 70.0 BOA SOA 90.0 70.0 60.0 111' 12 7o o 80.0 80.0 90.o Tom au 7{' 63• 6 TOA 7a0 60.0 90.0 70.0 8a0 37^ 50-8/8' "4 _' 70.0 50.0 Sao 90.0 70.0 60.0 74' 9 70.0 70.0 Sao 80.0 70.0 80.0 (5) 53-1/8' (4) 8 70A SOD a.0 6oA 7a0 80.0 108-1/4' �• 12 no 70.0 80.0 82.8 MO SO.O 72' 9 70.0 80.0 804 90A no 8a0 74' 8 70A BOA 50.0 90.0 70.0 80.0 111' (5) 12 70.0 70.0 SOA 80.4 70.0 80.0 84' 24' B 70.0 ODD aDA 20.0 70.0 aaD 28-1/2' 4 70.0 80.0 SOD 90.0 70.0 SOA 7Y 9 70.0 SOD 80.0 90.0 70.0 S.0 96' (2) 12 70.0 BOA BOA 20.0 70.0 80.0 37' �• 4 88.9 77A Bao 80.0 70.0 60.0 Be 24' 8 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 SU 90.0 70.0 Sao 63.1/8' (5) 6 70.0 70.0 80.0 90.0 70.0 80.0 98" (2) 12 7a0 BOA _80.0 90.0 70.0 80.0 72' k12 70.0 80.0 60.0 90.0 70.0 80.0 7$ 8 70.0 70.0 8OA 80.4 "A 80.0 toe' 12 70.0 80.0 80.0 00.0 70.0 ea0 84' 39^ 70.0 aa0 80.0 90.0 70.0 80.0 24° 4 70.0 50.0 SOA BOA 70A 80.0 72' 9 70.0 Bao 80.0 90.0 70.0 amo 98° (3) 70.0 80.0 60A 90.0 70A Sao 36' 4 70.0 60.0 80.0 Sao 70A 80.0 54' 36' 9 70.0 60.0 80.0 OOA 70.0 80.0 to8' - - 60.0 OU 70.0 Sao 48' 24" 6 70.0 Sao 80.0 90.0 70.0 80.0 O8' (3) 12 70.0 50.0 _80.0 BOA 70.0 MIA 72' 70.0 8a.0 80.0 BOA 70A 80A 60' (2) a 704 80.0 80.0 90.0 70.0 90.0 low 12 70.0 SOA 80.0 90.0 70.0 50.0 84• 48' 70.0 70.0 80.0 SOA 70.0 80072' 8 70.0 80.0 BOA SILO 70.0 60.0 7Y 9 70.0 80.0 50.0 SOA 70.0 Sao 88' 70.0 70.0 Sao 00.0 70.0 80.0 24' 4 70.0 80.0 80.0 BOA 704 60.0 Be 48• 9 70A 80.0 80.0 GOA 70.0 SDA 72' 80' 3B' 4 70.0 80.0 Su mo 70.0 80.0 B8• ({) 12 Tao Bao 80.0 OOA 70A 80.0 (3) 0 no 70.0 BOA 9a0 lox �x Q 48" s 6 70.0 80.0 90-0 96Q0 70A Sao 108' 12 7a0 Sao 5DA 90.0 Tao SMO m O O n 80' () 8 70.0 a" B0.0 90.0 70.0 50x 72' 9 70.0 70.0 SMO SOA 70.0 80.0 A m NO.OF ANCHOR PER HEAD&SB.L ,}, C 72' B 70.0 80.0 60.0 9a0 70,0 a" 84' 80' 9 70.0 70.0 Sao 90.0 70x 80.0 () �• OF ANCHOR PER JAMO ((� § , 24' 4 70.0_ a" 80.0 Sao 70.0 80.0 9a' (3) 12 70.0 70.0 80.0 90A 700 80.0 � 36' 4 70.0 SOA SOD Oa0 70.0 50.0 108' 12 70.0 70.0 80.0 87.8 70.0 80.0 U't 8 46' 48" 6 70A SOA 80.0 Sao 70.0 80.0 A - No. OF ANCHORS PER HEAD &SILL W°'m 60" (4) 8 70.0 80.0 BDA SOD 70.0 80.0 (1/aW) (1/2� (i/ -� () a NO.OF ANCHOR PER JAMB � A 7Y a 70.0 SOD a0.a 9mo 7oA BOA 4. 24• 4 70.0 80A �.O Bao 7" 80.0 _ 38' 4 70.0 904 Sao Oa0 70.0 $0.0 48" 1-'r) � S 70.0 _70A 80.0 9D.D 70.0 BOA ... (1/36 I (1/F4) (1/39) ' BO' 8 70.0 70A 80.0 Sao 70.0 80.0 g 72' B 70.0 "A 80.0 87.6 704 80A OPERATINI7 VENTS TO BE 1/4 OF THE WINDOW 4RDTFI A= NO. OF ANCHOR PER HEAD&SILL $r7 i by () N0. OF ANCHORS PER JAMB XOX' 3 ii a OPERATING VENTS TO BE 1/3 OF THE WINDOW VAOTH NATE: ` GLASS CAPACITIES ON THIS SHEET ARE 'XOX' ANQ FLORIDA BUILDINRASED ON ASTM G COM-09 M SSION GUSTS) 2 V amu e Qf7 DECLARATORY STATEMENT DCA05-DEC-219 .JAVAD PRODUCT REVISBO FLA.PEy' »CQmW7&BwitbftoFtoAd6 LFF7 AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS OAB.'Y8338 Og11 P�� .G 1 rY' ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE uauo 'XO OR OX' FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL /�:1A : 81 7 FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. !, �/ ( W09-12 shoat Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"Eco-Guard Series-100 Alum. S.H.Wdw.(L.M.I.)", sheets 1 through 6 of 6,dated 02112/09,with revision C dated 02/06/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform.Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum single 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. 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 A 5/09,signed and sealed by Candida F.Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: l)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. (Subttritted under NOA#09-0312.08) 1Vla In �Bxa PEProduct Contr ner NOA No. 17.01 Expiration Date: May 27,2019 Approval Date: April 10,2011 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcoNTngmD1 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 202-94 4)Forced Entry Test,per FBC 24113.2.1,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-0$222K dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 6. 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-08-2228B,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 FBG,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 underNOA#09-0312.08) B. Test reports on: l)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#09-031208) 9. Test reports on: l)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) Manue or P.E. Product ContI E miner NOA No. -0317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-2 i Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC2010, dated 02/24/14,prepared by Al-Farooq Corporation,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. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08125/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 2010,and of no financial interest,February 24,2014,signed and sealed by Javad Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Chief,Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.03,issued to Eco Window Systems,LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window-L.M.l.",approved ' on 05/02/13 and expiring on 05/27/14. . I i i i I I i t Manuel 3V7. E. i Product Controler NOANo. 01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-3 � i !i - I 741 M IAM I-DADS MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATO C IC OURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINIST T(786)315-2590 F(780315-2599 NOTICE OF ACCEPTANCE (NOA) wwv.miamidade.gov/economy 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 revietived and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series "Eco—Guard 500" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W1145,titled"S-500 Alum.Outswing Casement Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/23/11,with revision C dated 01/11/13,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, 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#12-0223.27 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. f NOA No.13-0206.07 Pit aaaae courant Expiration Date: May 19,2016 tC� Approval Date: May 02,2013 Page 1 CES 0= fU.0!'V C(Zk(eW - O limttut, -tkF— 0Itrot' S Eco Window Systems.LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 C dated 01/11/13,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.Is TAS 202-94 along with marked up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10 3140,HETI-10 3141,HETI-10-3142,HETI-10-3143 and H TI-1 3144, dated 12/29 30/10,all signed and sealed by Candido F. Font,P.E. (Submitted under NOA#11-0309.116) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2007, prepared by Al—Farooq Corporation, dated 03/01A 1,signed and sealed by Javad Ahmad,P. E. (Submitted under NOA#11-0309.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated January 27,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27,issued to Eco Window Systems,LLC for their Series"500 ECO-Guard"Outswing Aluminum Casement Window---L.M. ", approved on 05/03/12 and expiring on 05/19/16 k Manuel P ,P. . Product Control min r NOA No. �`3 . 7 Expiration Date: May 19,2016 Approval Date: May Q2,2013 E-1 3r . U . WINDOW WIDTH 75" VE WIDTH Z � FALSE MUNTINS 29 3/8" 1/8"TEMP.GLASS (SURFACE APPLIED) D.L OPG. a MAY BE USED a+ 3/8'AIR SPACE A .� O 4�010' " 'D.GLASS 1/8'HEAT STREN'D.GLASS w n YER yV[ .090 INTERLAYER � BY'DUPONT' BUTACITE PVB BY'DUPONT' II a tl / Q STREN'D.GLASS 1/B'HEAT$TREN'D. MASS SILICONE SILICONE CORNING 899 L'� DOW CORNING 899 y+ - 'm 4 (I II S{ \ II vi to NOTCH SETTING BEBLOM AD S 0 LAM.GLASS B ii TO CLEAR BLOCKS -GLASS TYPE 'A' -GLASS TYPE 'AA' B POINT LOCK GLAZING OPTIONR "j2 Z~Ci 8i LOCKING POINTS—// SILL CORNERS i SEE NO.OF WOW.HEIGHT TYPICAL EEVATIO KN g U~W J W AT SASH Jul L 28 2 O 38-3 8" 3 80-8 8" 4 63 S ECO—GUARD SERIES-50 76" a ALUMINUM OUTSWING CASEMENT NINDO}9 `o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MAXIMUM DESIGN LOAD RATING -+ 70.0 PSF R COMBINA71ONS OF CASMT/CASMT OR CASEMENT WITH OTHER (FOR SIZES MOM OR SMALLER) — 75.0 PSF WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING $ MIAMI—DADS COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE D S o 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSR.E IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. c LOADS TO THE STRUCTURE, r.JAVAD MIN PRODUCrRBVISBD S o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORSES'FIA ascomplying with iheIbdb EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. P5>e 711582 Boding Code ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE AcmptrmocNo NOT PART OF THIS APPROVAL IretknDale to ffi ' NOTE: A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS CAPACITIES ON THIS SHEET ARE Dy Mtsm atel#odactCo drmring no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT BASED ON ASTM E1300-04 (3 SEC. GUSTS) J �.9 5 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AND FLORIDA BUILDING COMMISSION IN1 1-O5 REQUIREMENTS OF THE FLORIDA SLOG.CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCA05—DEC-219 sheat 1 of$ TYPICAL ANCHORS �f iBY SEE ELEV.SPACING METAL SEE EL ANCHORS V WOOD BUCK FOR SPACPIO STRUCTURE SEE SPACING FOR sPAc�ic r-------------------- r; d° -aq ,• .d,�. .�.•e• I •• 11 —DADS COUP7IY APPROVED 11 •a. <4 e' ° ° IMULUON&MULLION ANCHORS I I Z 3 IiSEE SEPARATE NOA 9SIA 1----- ------10 &40 TYPICAL ANCHORS T FOSEE FOR SPACING U.a . zi WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELM FOR SPACING JV MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1(4" DIA. TAPCON_BY 9Tw' (Fu-120 Rsi,F)-92 KSI) �I I AND TRANSFER THEM TO THE BUILDING STRUCTURE. t/_4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-,85 KSQ N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN, PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY a~c p 1-1/4' MIN. EMBED INTO CONC. OR MASONRY _ DIRECTLY INTO CONC. OR MASONRY o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z m � 414 SMS OR SCF DRILLING SCREWS (GRADE 2 CRS) 3 . INTO METAL STRUCTURES �5 Pf STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) c�w ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) vl a'2 i '• ! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o 1 I u n ,012 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) §1 INTO MIAMI—OADE COUNTY APPROVED MULLIONS (MIN. THK. m t/8") S (NO SHIM SPACE) ey 1 13 TYPICAL EDGE QISTANCE ° INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE - I" MIN. 2 INTO METAL STRUCTURE - 3/4" MIN. n © CONCRETE AT HEAD, SILL OR JAMBS I'a - 3000 PSI MIN. m 70 ' 18 C-90 HOLLOW/FILLEO BLOCK AT JAMBS f'm - 2000 PSI MIN. n' \y <a l V 1 I I B Eagr.JAVAO PHMM PRODUCPR$VISB0CML 1 ° d... FLA.PIE Y 70582 DuIPI Co�WIth Wo ltortdg y ,'4 Acct�aoNo 2,w YI d r .e .'.a. °s� ' .'v .I fmtionDme !,b � a1 I F s $ .,p '., L . 'b SSPE CHIS >° TYPICAL ANCHORS° By FOR ELEV.SPACING I$y SEE ELEV. Miami eProdud ,m1: drawing no. .•A ,'WOOD 8UCK FOR SPACING J 15%oil w,,--05 sheat 2'of 6 I m ' v � t m u � � I I � � I 1 C I ISE I 1t M 1 Gn I I I N 1 I I 1 t 1 I I y S 22a s �9 i mm 7C G �V G a em%12-23-11 revisions 5-500 ALUM OUTSENG CASWff VM.(LY Q AL-FAROOQ CORPORATION a'sno on F7JCHNEER3PRODucr DEVELOPMENTA 019.11 REV KV eNc couuwrs =MFEDLEY� FL SYSTEMS, LLC.'° 128SSW.87AVE 01.31.1 NO CHANGE 7X14 gNEt7 TREET MIAMI.FLORIDA 33174a. .11.1 NAM X Ap FMS r� 78 TEL 006)26UWM £AX 1808)2024978 ehFAX(703)8&9-5902 ODW ANL\0111-05EC0 e � q b e Qe > �9•I O v u 4 I/4�MAK tf4'MAX. SWtdS SHIMS FFX to 1 f4'MAX. SHIM C7 N a �+ ��� Q a _V$ — 1 y$Was+ij 1 1 11 it It b 1 � O _ n Z t41 @V O 13c, C i a seta ct-zs It revisions: S-500 MA DUTS14W CASElW WDM.(LMJ.) AL FAROOQ CORPORATION a 3 n0 B on ENGIN— &PRODUCT DEVELOP11019 r �.r • 04.7.11 RM PR sww cava Ex s ECO WINDOW SYSTEMS, LLC. 1235&W.87 AVE T 0131.1 no CKVWE THIS 41FET o I ar.IYp xuno c 0+.11.1 IWJF.AWRM av 9114 N.W. 106 STREET MIAMI.FWRIOA 33174 C MEDLEY, FL. 33178 Ta,ry0�26d$1W FAX(a0s)2024878 rn CQii ohk ex TEt. (a0s)SW-Szse COMP-AHt.wii-05ECO 2.760 ITBM PART/ QUANTITY DESCRIPTION XATTDGAL XANP./SUPPLIBR/RRMARRS p �/ 1 E001 4 FRAME HEAD/SILL/J" 8083-T8 .500 2 E502 4 VENT. 8083-18 - 1.330 3 FY1OB AS REW. GIA2ING SFW(IAM.CLASS) 5043-TB - $ j A8214 E505 AS READ. GLAZING BEAD(ML IAM.G1 WW) 8063-T8 4 ESOB AS REOD. SNUBBER-VENT.FULL LENGTH 8083-T8 - 4A E509 AS REM SNUBBER-FRAME.FULL LENGTH 6003-78 - 6 A78 2921 5 E508 OPTIONAL SCREEN FRAME 8083-TS dC' 1�3 7 110 X 1-1/4' AS REOD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS 8 E203 AS READ. BULB WEATHERSTRIPPING,DUROMETER 65 SANTOPRENE ULTHAFAB 9 E203 AS REOD. CLAM BW BULB.DUROMETER 65 SMOOPRENE VLTRAF'AB 10 35.12A0.400 2/VENT 4 RAR HINGE,AT TOP AND BOTTOM STEEL TRUTH,INSTALLED WITH(2)110 X 5/8"SDS VVV 11 13096.92 1 MULTI POINT LOCK SYSTEM ZALW{ TRUTH Q 0 Ot FRAME HEAD/S4.L/JAMB 12 - B/VENT KEEPER STEEL - O dJ p$ I 13 - 1/VENT ROTO OPERATOR ZAMAR/STL TRUTH i0 Q 2.354 14 PSJ40-SS 2/CORNEA FRAME/YENT CORNER KEY ST.STEEL - �Fiii yl` -� 4L 1.330-116 FY120 AS RE= FLUSH FRAME ADAPTER 8083-TB M&MPOPTIONAL g 18 - J AMt SAO SKATE NYLON M&M PLASTICS 17 110 X 1-1/4' 2/SKATE FH SDS SKATE SCREWS il IB 18 X 3/4" AS RECD. FH SMS SNUBBER SCREWS IN PAW 2'APART.PAIRS SPACED AT 7-31,V 0.C. 2.094 Te - 2/LITE SETTING BLOCK•3/18"X 3/4" m 4"LANG NEOPRENE AT 6'FROM EACH END.DUROMf:TER 65 V 1y .08291 .3.72 2913 20 F!R-80 - GLASS SPACER- 1/8'NIGH SILICONE FRANK LOwE 996.719 0 SEALANT: g ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. {{�� t.582 PARIMEfER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. inn 2 VENT a Wem n .062 LOCKS: ASM ' ,619Soo MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' 3 789 � � 7 AT FRAME JAMB Z LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL O`7 2.811 FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. W � 903 .045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES 15 RUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 1.047 1750 STAINLESS STEEL KEEPERS #31954.92 AT VENT Q3 GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8" P FH SMS .493 SEE CHART ON SHEET 1 FOR QUANTITIES a ^i C T3 ��3 I 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' 4 01 1 LOCATED AT TOP AND BOTTOM CORNERS .i30 1.760 483 FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS 1.172 m' oH OPERATOR: Sn s 0 GLAZING BEAD (INSUL. LAM. GLASS) 1a CORNER KEY R<<m o SINGLE ARM ROTO OPERATOR x/52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS .245 .245 OPERATOR TRACK #30175 AT BOTTOM RAIL Envn JAv PRODUCT RBVMD ,L •" FASTENED WITH (2 010 X 1" P PH SMS .PE rL7G592 m=IplyingwithSre"Wide .780 120 .780 120 a''�"'3 Acevt"ccNNo!3- B ^ k ...�, E. irollon Tato •1— —�-� !_ I.�. ANTI-SAG SKATES: 720 1.256,{ VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' 5 � tdyiaret ebProMrcLCoMrol drawing no. (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE W 11-05 Q SNUBBER --.VENT 4A SNUBBER •- FRAME EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. sheet 5 of 6 zz z m r - HUM rr 4— —zo $ no si e� on S-SOfl ALUM OUTMG WEMW WDW. (LM1) AL-FAROOQ CORPORATION a t/a•• t• A 0427.1, No CI'+ nos SKET ECO WINDOW SYSTEMS, LLC. 1235e%GIS.W. &PRIE o oPtv�s� f 3,.0 No cKAW THs SNER �s ve I a.er wnno c ,.7,.,3 AVW.nOxss Nei. 91 DL N.W. 3 STREET MWMI.FLORIDA 64-82a �a C MEDLEY, FL 33178 cwt seasxoo FAX.(sos)saz e9M rn (0T uk q TEL(305)eas-52ss FAX(-i)ae L 02 cOMP-rmu wtt-05ECA a MIAMI-DADS MIAMI-DARE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULAT ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINIISTRATION DIVISION T(786)315-2590 F(780 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldade.Qov/economy 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(AHD). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 100"Aluminum Single Hung Window--L.M.I. APPROVAL DOCUMENT.Drawing No.W09-08,titled"Eco-Guard Series-100 Alum.S.H.Wdw. (L.M.L)",sheets 1 through 6 of 6,dated 02/12/09,with revision C dated 02/06/14,prepared by Al-Farooq Corporation,signed and seated 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 and renews NOA#13-0206.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0317.02 M pNTY744F Expiration Date: April 08,2019 Approval Date: April 10,2014 11w45 N 41' Page 1 Vim Cl�(t- DL��mL(9R (I�n ',J% 10M %k,tNC Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"Eco-Guard Series-100 Alum. S.H.Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision C dated 02/06/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single 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. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2166A, dated 12/15/09,signed and seated by Candido F. Font,P.E. (Submitted under NOA#09-0224.07) 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 installation diagram of a 106-1/2"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2166C,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0224.07) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FSC, TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBG 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0224.07) Manu P.E. Product Co rol Exa ingr NOA .14 17.02 Expiration Date: April 08,2019 Approval Date: April 10,2014 E-1 Eco Wind9X Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowmuw) 5. 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 installation diagram of a 53-1/4"wide x 76-1/4"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc.Test Report No.HETI-08-2170,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NDA#09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 02/24/14,prepared by Al-Farooq Corporation,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. 134129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butaacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 2010,and of no financial interest,February 24,2014,signed and sealed by Javad Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Chief,Product Control Section. G. OTHER. 1. Notice of Acceptance No. 13-0206.04,issued to Eco Window Systems,LLC for their Series"Eco-Guard 100"Aluminum Single Hung Window—L.M.I.", approved on 05/02/13 and expiring on 04/08/14. . f Manuel 1&rek P.E. Product Cant r Ex finer NOA N l 317.02 Expiration Date: April 08,2019 Approval Date: April 10,2014 E-2 00380-BOM INV-dMOO wes-sea(sm)XVA Gus-M(so£)-M 00 m easazeace�fora aacsysats�l-ria SL1££ -U '),M03N mCar NaldO NOW a SwWMM LIMMI o aVNH Fy•,� ` O) v4v=vtnaolw%V nw L33NIS 906 -WN 4116 nn ssamm Arom 1•l1•10e 3AV is AID'S 8EL£ O On `SW31Sl.S MOCINIM 003 aa+o�oa of mtrodn tlt�zo v o-.l-.a/t xlroa e NOLLVU UOO bOOUV I--IV ('M-1) 'MOM'H'S Vin-w 001-S3�3S O?1e719 003 uo uase quo nv e°'zl-L° '°soa "3 SUNN00 ewer SEIAW z •xaN.a 'xvn.El � 76 Ld it "p fI It ci I a mil g Lw •0.1 ; .9/£ .W0f3H ltd3n �7c 1HO13H MOONIM .9L � J SNNNNOO p,n ewer C F s8wr •XtlW.9 �n4 'X fA.Zl v 5 o . 1..o 1 I W W C pp D II 1I U_lw 1' 11 < \ J O CO a3Qss a J li m \RI11�~ U e n W� N y y6 m (3Ll 74i) 'OTO ----- OMA)'0"1'0 ZAI� . .9l/ll £E „8l/ll ££ �gatl .LHO13H AM 1HO13H MOONIM � .9L O J O J a o m � C, yWJ xo {� Emig �Z -�•" --{I CO "�J 87 zz8 pp A ~ ot U5.1- wo W N O IN 05 z 6w� $ o� CD z C x w oK Se � Z N 20� tat to OxO� N v� a mw W z 3 R. zNN 7�. O z w O C R Jo z In 6$ O Q KSIRdK W d o ads �i L oda a Sum EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS WIO7H �+ w DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSP CLASS TYPES r CLASS TYPE CLASS TYPES FLANGE DIMS. W. B. & C. FLANGE DIMS. 'A' H'& 'C' 3� WIDTH HEIGHT EXL(+) HNT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1N7.(-) 19-1/8' 78.0 90.0 j 19-1/8' 750 90.0 75.0 90.0 li 24' 75.0 90.0 1. 7" 90.0 75.0 90.0 Oo' 26-1/2' 75.0 90.0 29-1/2• 750 90.0 75.0 90.0 Ed U 32• 26' 78.0 80.0 32' 50-5/8' 750 90.0 75.0 90.0 37" (3) 75.0 90.0 37' (4) 75.0 solo _78.0 90.0 a LL 40" 75.0 90.0 40" 75.0 80A 75.0 90.0 0. x t` 48" 78.0 90.0 48' 75.0 9D.0780 00.0 • 53-1/8' 75.0 90.0 53-1/8 78A 90.0 750 solo 19-1/8• 75.0 90.0 19-1/8' 76.0 solo 75.0 90.0w 24" 75.0 80.0 24' 75.0 80.0 75.0 26-1/2' 75,0 90.0 26-1/2' 78.0 50.0 75.0 96.0 32" 38-3/6' 75.0 80.0 32" 93' 75.0 no 78.0 90.0 i 37' (3) 75.0 90.0 37" (5) 75.0 00.0 75.0 90.0 40' 78.0 96A 40" 754 90.0 75A 80.0 O 48" Iso 9oA EQUAL LITES 48• - - 75.0 Holo o UNEQUAL LITES (ORIEL TYPE) 53-1/8' 75.0 SMO 53-1/8' - - 75.0 90.0 ; (� 18-1f8' 780 80.0 19-1/8' 75.0_ 90.0 75A 940 24" 75.0 W.0 24• 75.0 90.0 75.0 90A Vl 3 26-1/2' 78.0 90.0 ai 25-1/2' 75.0 90.0 75.0 90A 3 32" 50-5/9" 75.0 _90A 3Y 78' 75.0 90.0 75.0 9" W, (4) 75.0 HOA 3Y (8) - - 75.0 90.0 z W 40" 75.0 SOA 40" - - 75.0 90.0 Z g 4B" 75.0 90.0 48" - - 75.0 SOA 53-1 8' 75.0 90.0 53_1/8" - - 75.0 00.0 a G OM 19-1/8' 75.0 90.0 fK 13 24' 75.0 90.0 �i _ 26-1/2' 75.0 90.0 ° TO QUALIFY FOR SMALL MISSILE IMPACT RATING z 3Y &i' 75.0 90.0 Z O d Q 37' 0A EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. wm� (5) 75.0 9 40• 75.0 BOA O 48' 75.0 80.0 i 1/8'HEAT 5R1EN'0.CLASS 53-1/8' 75.0 90.1) 19-1/8' 78.0 90.0 5/18"ASR SPACE 24" 78.0 90.0 1/8"HEAT STREN'0.GLASS 3/16" HEAT STREWD.GLASS 1/B"HEAT STREN'0.GLASS i 28-1/2' 78.0 80.0 .OSW WERLAYER 090"INTERLAYER o f BLITACTTE PVB BY'DUPONT' BUTACUE P1l BY'DUPONT' UTA INTERLAYER 32" 76' 78.0 80.0 � BUTACITE PYB BY'OUPONT' S 37" (e) 78.0 50.0 e 4 40" 75.0 90.0 1/B"HEAT STREWO.CLASS 3/18"HEAT STREN'D.CLASS 1/9"HEAT STREWO.GLASS 48' 78.0 90A z d 53-1/9' 754 80.0 + SILICONE SILICONE SILICONE / y DDW 888 DOW 899 z m DOW 899 W $ 21 o a1� 76 18 �I �� ro iB 13 m 5 8 c+ co o i SETTING BLOCKS AT INSUL LAN.GLASS a m u NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 1R Eng.:JAVAD mwa PRODUCT REYL�D !2 i 8 21 SMA 21 21 FIA.P 8'70592 a3Oft WhhaoFlel'Ida g • • CARDINAL XL G.0.N,r� 3s Aoo*1mooNo J. ,QQ� �'�,' P.xPirafion Date SPACER NOTE: GLASS TYPE 'A' GLASS TYPE 'B' EOGsr.STEEL GLASS TYPE 'C' ''. BY j ) GLASS CAPACITIES ON THIS SHEET ARE +•,:•t d Mi dePralucl f drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) GLAZING OPTIONS AND FLORIDA BUILDING COMMISSION 1 % W09-08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 6 1BY TYPICAL ANCHORS WOOD BUCK K'. SEE ELEV.FOR SPACING METAL TYPICAL ANGWRS 2 BUCKSTRUCTURE SEE 8".FOR SPACING ORMIAMI—OADE COUNTY APPROVEDY/0004 e' ^ °'a ' MULLION&MULLION ANCHORS1 ,�• a• SEE SEPARATE N0A 0 8 9 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE CLEW FOR SPACING qTh F I 1 I O WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM JVJ AND TRANSFER THEM TO THE BUILDING STRUCTURE. J tJj 12 e0�1Ta"M�uT°c" TYPICAL ANCHORS: SEE ELEV-FOR SPACING 4L 1 1/4" CIA. TAPCON BY 'RW (FU-120 I(Sh FY-92 KSI) w O © 0 I i4 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Sa^o s 1-1/2" MIN. PENETRATION INTO WOOD W4 1 a THRU 1 BY BUCKS INTO CONC. OR MASONRY 6 0--9 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z_ I t8 21 DIRECTLY INTO CONC. OR MASONRY Z 1-1/2" MIN. EMBED INTO CONC. OR MASONRY c� 0:t-j 14" DA TEKS OR SELF DRILLING SCREWS (GRADE b CRS) g W rn t INTO METAL STRUCTURES t STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) cTs INTO MIAMI--DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 3 D (NO SHIM SPACE) YPI °m t IIA TYPICAL EDGED TANCE i INTO CONCRETE AND MASONRY = 2-1/2" MIN. is t t8 INTO WOOD STRUCTURE = 1" MIN. c c INTO METAL STRUCTURE = 3/4" MIN. 2 s 14A 2a m o CONCRETE f e = 3000 PSI MIN. b MASONRY fm - 2000 PSI MIN. I7Q :JAVAD AHMAD PRODUCTR13VLUDCPAL as •� e °- da - PE Aja 2 Bml (YmSodo W&o Ploddo P.zcplrMion Dale Iq a s SEALANT' ..A -s'.. d ..._ 1, �•ii1i� ' I[M IP-dUMOEentrgN drowing no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W09-08 -'A JOINT SEALER. sheat 3 of 8 ITEM 1j PART 0 REOD. DESCRIPTION MATERIAL. MANP./SUPPLIER/RWARX3 1 FY101 I FRAME HEAD 6083-TB - 2 FY115 1 FRAME SILL 6063-T8 - 3 FY103 2 FRAME JAMB 6083-TB - z 4 FY104 1 FIXED MTG.RAIL 6063-TB 5 FY105 1 PENT TOP RAI. 6083-TB - 6 FY114 1 VENT BOTTOM RAIL 6063-T6 - g 7 FY107 2 VENT SIDE RAIL W63-TS 8 FYIOB AS ROD, GLAZING BEAD(8/16'IAM.GLASS) W83-T8 LLA FY109 AS ROD. GAZING BEAD(7/16'IAM.MASS) 6053-T6MIAMI _COUNTY Be FY110 AS W. GLAZING BEAD(INSUL. LAM.GLASS) 6063-TB ttwbb APPROVED MULLION 9 FYI 16 2/VENT SASH STOP 6083-75 - 6 SEE SEPARATE NaA TYPICAL ANCHORS SEE ELEV.FOR SPACING 11 FY113 2/VENT SPRING LOADED LATCH.AT 7'FROM ENDS 6063-75 - W 11A_ - 1/LATCH LATCH SPRING ST.STEEL - 1 12 S1203P 2/VENT SWEEP LATCH,AT 12-1/2'FROM ENDS ZAMAK SULLNAN&ASSOC. Q 12A /8 X 5/8• 2/LATCH LATCH INST.SCREWS ST.STEEL FH SMS 2/ULE SETTING BLOCK EPDM - --- - - 14 SLB X I' AS REDD. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS 14A /8 X 3/8' 2/VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS ; J 15 E207 AS RIND. BOTTOM RAIL SEAL -SERIES 101 NEOPRENE ULTRAFAB —_ - -___ 18 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE LATRAFAS 18 W23131 AS REOD. FIN SEAL.WSTRIPPING - ULTRAFAS N - - 19 FYI-17 4/VENT SAWN GUIDE CELCON M&M PLASTICS 19A #6 X 3/8' 1/WOE SASH GUIDE INST.SCREW CRS OH SMS TYPE B WINDOW WIDTH WINDOW YAM 20 F210 2/VEW SASH BALANCE - j SUPERBOOV BY 851 0^0 20A 08 X 5/8' /BALANCE BALANCE INST.SCREW - P FM SMS 21 - AS REOD. CUSS SPACER SILICONE FRANK LOWE o r•I 22 - 1 5/16'BOX SCREEN - OPTIONAL u- 23 FY120 - FLUSH FRAME ADAPTER 6063-T8 OPTIONAL �'' TYPICAL ANCHORS n SEE ELEV.FOR SPACING W w g O1/4'MAX. 1/4'MAX. VENT WIDTH SHIMS 1/4'MAX. SHIM TYPICAL SEE E!F/.ANCHORS �{I � FOR SPACING 18 7 20 v v TYPICAL ANCHORS g v. SEE ELEV. at FOR SPACING Y WOOD _ _ _ _ _ METAL ^ -- STRUCTURE m d -' - - - - - - - SCREEN OPTIONAL-------- ° WOOD STRUCTS c<m u EXTERIOR IBY 14 3 _ WOOD BUCKS ,AAygp AHMAp PRODUCT'RBVISED ffi .'.a v CML asCOVlplylgBWiWtheBlmt�4i FIA PE 70592 Boding Code D.L.OPG. C:AN. 538 G A ration 0-11P WINDOW WIDTH1By dfareing Iro. i �e sh66l4af 8 D D c v . a '��• N ° Cq.o o � m SHIMS •. .� 1/4'MAX. a SNIMS y Z Q N A n m �' NiCS czi£X z �ilz s O N m g data oa-ta-Da nreoa9inir a each ion ECO-GUARD SERIES-100 ALUM S.H.WOW.(LMJ.) AL-FAROOQ CORPORAVON a A 0218.1 NO CKV=T S ager ECO WINDOW SYSTEMS, LLC. 4m"VwW4&PRODLOr0 #9LOPMENT IF pt m 8101.11.14 mmuF.ADDR6S rEv. S.W.87 AVE ar.q: wx0o c moe.14 No cNAMM Trus SHM 91 14 N.W. 106 STREET MIAMI,FLORIDA 93174 MEDLEY, FL. 33178 TEL(30m204awo PAX C:O 3)a62fi978 6� at P ehk by: TEL(308)885-5290 FAX{908)885-9002 COMP—ANL\1N09—=CO O N ------- r-167 2 v z rn u p v y A m m v O m 'OP 4 �r$ qa a°t« oa_ta-a K-0- aloes: ese on ECC-GUARD M&S-100 ALUM S.H.WOW.(LMJ.) AL-FAROOQ CORPORATION a O fi a ortata x°cNa iqs$EET ENOBVEEM&PRODUCT DEVEmpulaff L�c ECO WINDOW SYSTEMS, LLC. 1235B.W.87 AVE' 9114 N.W. 106 STREET MIAMI,FLORIOA3U74 I c =0&14 suss s wTa omroo�o MEDLEY, FL 33178 w3-cjcm2G&alw FAxcsoM2624M 00 ¢MN.6y. TEL (305)885-5298 FAX(305)885-5202 ' CC#1P—Alj W09-08EC0 a a _ MIAMI-DARE MIAIIII--DADS COUNTY,FLORMA s ;y PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) v.miantidade.gov/develonment/ PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules said regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami--Dade County)and/or the AHJ(in areas other than Miami--Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 16FD-101"Outswing Aluminum French Door w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08114/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal 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 tivith 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. 11-101.3.22 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 Jaime D.Gascon,P.E. NOA No.12-0516.02 Mwrtt DAD;COUH Expiration Date: October 18,201.7 Approval Date: August 30,x012 VIC4 S) ikk,� WU M Page 1 OnLAV- iCom- A?- r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005-1, titled Series"Alum. French Door& Sidelites, Impact'', sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lyres Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864,dated 04/02/12, signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202--94 along with marked-up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL--5212,dated 05/05/07,signed and sealed by Carlos S.Rionda,P. E. (Subinitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC 2010,prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller,P. E. (Submitted under previous NDA No. 07-0629.10) 2. Glazing complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16. �F Jaime D.Gascon .E. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture,dated 05/14/12,signed and sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest,issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FT"864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12,signed and sealed by Marlin D. Brinson,P. E. 4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon,P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory,Inc. dated 05/05/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted wider previous NOA No. 07 4629.10) G. OTHERS 1. Notice of Acceptance No. 11--1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/wo Sidelites —L.M.I.", approved on 11/23/11 and expiring on 10/18/12. Jaime D.Gascon,P.It. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITS PRooucrltErletoea ascoma+ra+a••„u mo�r�a 1.GLAZING OPTIONS: [tnikJioa /� A.3/8"LAM[NOM.(.4021 CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM op DN 17 PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. B.3!8"LAMI NOM.(.4021 CONSISTING OF(1)LITE OF 1/S"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFEj eprodvct control MAXIMUM PLUS(1)LITE OF 3/16°HEAT STRENGTHENED GLASS. C.7/16"LAMI NOM.(.466'3 CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/18°HEAT STRENGTHENED GLASS. D.7/18"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3/18"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE Q 04 0 MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. A E.13/16"LAMI IG NOM.(.840")CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS,1/4'AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP � U INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16°HEAT STRENGTHENED GLASS. 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET d A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. GENERAL NOTES............ 1 ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........1 3.CONFIGURATIONS:X,O,XX XO,OX XXO,P)A OXO,AND OXXO, GLAZING DETAILS...........1 g 4.ANCHORAGE:THE 331/30/*STRESS WCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,FOR ANCHORAGE ELEVATIONS.................... 3 REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 W J W 6.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 n Q O 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 1- w ly 7.REFERENCES: EXTRUSIONS................... 6,7 N LLJ -6O ATEST REPORTS FTL-0964,6212&6864;ELCO ULTRACON NOA:11.0406.01,12-0126.09;ANSUAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE....................8-10 tD I O DESIGN MANUAL. I- Z O S.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS W H _ 9.CONFIGURATIONS WHICH CONTAIN ASIDE LITE TO DOOR CONNECTION: AN.=ANNEALED a A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED pj 2 B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 6),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED L]QC Z z�z W TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. Q o 93 93 A 91 °d N o g 90 73 1/2°GLASS BITE 73 el BITE 74 1i2°GLASS BRE O�x EXTERIOR EXTERIOR EXTERIOR a 94 a a 94 118"AN.OR3116"AN.OR 1/4"AIRSPACE 3/16"HS. HS.GLASS 3/16"HS. HS.GLASS 3/16",HS. GLASS .090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS 3118°TP.GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR 1/8"HS.GLASS ��`� ,..•• �N/`��, SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE .090 PVB INTERLAYER ,.• 'J,L.; MAXIMUM) MAXIMUM) (DUPONT BUTACITE) �. a 3/8°NOM. 7H S"NOM. 13!98"NOM. GLASS STACK GLASS STACK GLASS = w Z 6 STACK - :u d tri ri t O a 3/8"LAMI NOM. 7/16"LAW NOM. 13/16"LAMI IG NOM. ''20'' Z :ze c�C a GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D,NOTE 1 GLAZING OPTION E,NOTE 1 '�••...•�, TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: Px0nucrnW1'rx'm^ APPROVED CONFIGURATIONS:) XX,O,OX,XO,OXO,XXO,OXX&OXXO agwmplywawia,::: ° emlat�cba° (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: Acceplm�c"No I�_ 6-02 REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318"LAMI(118"A,.090 PVB,311(rHS) DOORS WITH GLASS TYPES A,B,C,D OR E B.318'LAMI(1/8'HS,.090 PVB,3/18"HS) g�Jj C.7/18"LAMI(3116"A..090 PVB,3116'HS) 11M118d1ID a Co" HEIGHT D.7118'LAM[(3116"HS,.090 PVB,3/18"HS) X WIDTH XX WIDTH 68-79 314" 7°-83 3/4" 873/4' 1 91314!' 1 8°-95 34" ®E.13/16'LAM[IG(311("TP,1/4'AIRSPACE,1/8'HS,.090 PVB,3118"HS) ° 0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. N cl 3 37 1/2' g 713/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -?5.0 MAX.OXIXO WIDTH = 731/2" F 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/2' U 273/4" 1+75.01-75.01+75.01-75.01+75.01-75.01+76.01-76.01+75.0 -75.0 MAX.XXOIOXX WIDTH=107 314' N a 9 MAX.OXXO WIDTH=143 314" 40 Lh 361/8" +75.01-75.01+75.61-75.01+71.41-71.41+67.61-67.61+64.2 -64.2 m o 3.SINGLE DOORS 33 61W WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8" to o 38314" +75.01-75.01+74.91-74.91+70.41-70.41+66.61-66,61+63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. w W 36 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DARE COUNTY. p o TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY ® 6.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: a p APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,0)0(&OXXO EX.A FROM TABLE 1. g w co p N (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A (g It O p REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES p 0 z DESIGN PRESSURE_467.61-67.0 PSFW 22 GLASS TYPES A,B,C,D OR E p W Z HEIGHT EX.B FROM TABLE 1. Q � w OXXO WITH GLASS TYPE A d tY X WIDTH XX WIDTH 68-79 3/4" 70-83 3/4" 87 314" 91 314" 1 8°-95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 36111"SIDE LITES CV z u 2 25112° 40 473t4" +5$.8 -58.8 +55.4 -55.4 +52.4 -52.4 +49.$ 49.$ +47.4 -47.4 DESIGN PRESSURE=+70.41-70A PSF g Q N U' s� 2 31 LL 27 1!2° 51 314" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 46.5 +44.3 -44.3 EX.C FROM TABLE 2. 0 0 Q OXO WITH GLASS TYPE C 291/2" 55 314" +51.7 -51.7 +48.8 48.8 +46.1 46.1 +43.8 43.8 +41.6 -41.6 30"WIDE x 87 314'HIGH SINGLE DOOR WITH 28"SIDE LITES 6 PSF61-43. u, fD 26 31 1/2" 5° 59 3!4" +49.0 -49.0 +462 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE-+43. � a 28 331!2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. OXXO WITH GLASS TYPE C 351/2" 67 314" +38.11-38.11+38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 314'WIDE x 80"HIGH DOUBLE DOOR WITH 28"SIDE LITES a6 c 3° 371!2" g° 713/4° +34.01-34.01+34.d -34.0 +34.01-341.0 DESIGN PRESSURE=+43.11.43.1 PSF .0 +34.0 -34.0 +34.0 -34.0 0�d 0 WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH oz' REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.01+75.01-75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT �I�111 Itrrr�r 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 �\�`vQ ' ��•62� a SIDE LITE 2134" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 47.2 +44.7 -44.7 +42.6 42.6 = u o o 361/8" +35.21-35.21+35.2 -35.21+35.21 -36.2 +35.2 -35.2 +34,41-34.41 363/411 +34.0 -34.0 +34.0 -34.01+34.01 -34.0 +34.0 -34.0 +34.0 -34.0 '•,',yb*.....?¢O�``� d ,rltrt7111111�` 731/2°MAX. 1091P2"MAX. -143 314°MAX. — eRODUCPREWWO) 36 314° 36 3/4° 3/4" 3/4° 38 314"_ as UdinBmmoylas s�m ma ewrka r~MAX. /��MAX.—v —SEE NOTE 3 — MAX. I' � — y� SEE NOTE 3 -�MAX Ampta D 17 49 49 41 MlaniBxdePra, cans I 49 N O Ti0l � PY / a 10 � w 1 Er �E E� E Ej �E E� JE X 0 0 AC . X lNAC1 O to p co LL SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 OX OR XO OXO W co OXXO 41 O 36 o 71 314"MAX. AX 314" Z 371/2" 24 9116"MAX. 33 5W MAX. 0= N U MAX DLO(TYP) DLO(TYP.} G Z(A Z A� A—, B O 95 314" N ' LL 49 MAX 49 41 103 TYP. 95 3/4° G O w Q 10 MAX. 84 318° (TY'') � TYP. DLO 86,� (TYP.) DOOR oil 0 DLO HEIGHT -HEIGHT-11318" pp DLOWIDTHW -DOOR WIDTH-1215/16" tib (TyP')DJL Z D Cj IC F[ F DLO WIDTH'XX-DOOR WIDTH/2-115116' X X AC . VINACT 0 D OSIDELITE HEIGHT=HEIGHT-113!8° DLO WIDTH =WIDTH-3118" X A--' XX 4 NOTES: o:Z-�iR 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. _ u d 4�i 0 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. '•� z 3.SIDE LITES OVERLAP W AND 7X DOORS BY 314"WHEN ASSEMBLED TO MAKE'XO','OX','OXO'7000',OXX'AND'OXXO'CONFIGURATIONS. 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). �i��yy' • .. •• 0 : d 5.CLEAR OPENING FOR'X'AND'XX'DOORS AS FOLLOWS: ('X'DOORS-WIDTH-5.646) ('XX'DOOR=DOOR WIDTHI2 4.079) 0 <_nrjz�q ri 10 D w 58' z t m w 0 � Q m 29 < r m cn X m --lo mrtn ~ 2m2.1 r- m In 0 W >j o O � n O w C/) Z r— m < C m , r y lA \hhllltlt _ wo APR. DED HEAD/SILL ' �� o c J ROSOWSKI D 2012 GASKET DESCRIPTION or °stat . �g� No.g8705 _ 04104/12 2$• l o o S 'CA �Iz w� ®? r RTICAL SECTIONS r t� S Zw 1070 rEcNNawcht DRK Tara s �.t\ '•• Ft01ihOKN FL 34 ..('``� 27s _m o••••..�� � VMx heALUM.FRENCH DOOR&SIDE LITES, IMPACT %%� /ittt i NAS % % NOMW FL 34274 S pm Soafs Sheat 9 Na RW.. a r rneJ�b P E MT. OF Au1H.#2MG FD-101 NTS 4 OF 10 11005-1 D Q 4 49 PRODUCr RENEWED m complying;with the P3orldn --MAX XX WIDTH ■una dNa Z_ O Aaeptence No t7 1 n Dd li ,�f.• Dad•ProduM t • • N Q • ffr- a r � DLO 'XX'SECT. C-C DLo 31 -, w t o 35 36 34 44 HORIZ. 46 45 5 32 MAX.X'WIDTH 20 = p O I— D' W Z 10 to 0 Q U p _� N s Z • INTERIOR UIll 0 E! Z� • Z N O MAX.�I Q N OLD'X'SECT.D-D \(5) HORIZ. EXTERIOR z 46 21 SPACING,SAME AS MAX.SL WIDTH--moi 67 JAMB ANCHOR SPACINGMAX.SL WIDTH (SEE SHEETS 7,8 AND 9)) oZ 66 "Will a34 MAX. I �:�' �•'••�,�,as OLO.� SEE TABLES 1 AND 2 AND pLp'� 22 NOTES ON SHEETS 1&2z-IRS 66 62 SL SECT. E-E 62 FOR APPLICABILITY SL SECT. F-F ;' z �; HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE) 2�y'•.•, `� •`'�'�'` a ITEM DWO# POT# DESCRIPTION ITEM DWG# JPGT# DESCRIPTION 1 9438 80411 FRAME HEAD N64 920D 6920D SIDELITE HEADER 2 1010 6Q300 WS7P.,Q-LON.190 X.375 HIGH 921D 6921 SIDELITE SILL aRo°ucrtzi e1 �y as comPtYNd. I ax rJ �fl.V 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 9168 80381 SIDELITE JAMB Buitalnacoae r Acceptance No£ 4 8b5 7956X FLUSHBOLT STRIKEPLATE 1155 781PQA #8 X 1.000 QUAD PN.SMS gx o Dato (7 6 938 7938X 2 PT.LOCK STRIKEPLATE 998 7998 HEAD GASKETS(STOCKING#70988 6 958 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 899 7999 SILL GASKETS(STOCKING#70999) { p opmduatcon 7 7832X12FPXP #8-32 X.500 PH.FL.MS-S.S.W/SILICONE PATCH 934A 61641M SIDELITE JAMB ADAPTER 8 996 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET(BETWEEN HEAD 8 FRAME JAMB) M 70 712653K SETIIINO BLOCK,3132"X—114"X 1"W/PSA,85+/-5 DURO. N p 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK,1118"X 112"X 1'W/PSA,85 0.5 DURO. U)he ;4 11 11000 611000M OUTSWING THRESHOLD 72 4222A 84222 BEAD,7/16" o C) 12 1670 671670 WSTP,.350 RD FOAM FILL TSLOT(AMSBURY#32011 73 986 am BEAD,3/8' �O � d 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER ® 74 40678 64067 BEAD,13/18'IO 14 11001A 411001A ACETAL SPACER.065(INHOUSE INJECTION MOLDED) 90 6DURAK14 114'DURASEAL IG SPACER 0 16 11002A 411002A ACETAL SPACER.096(INHOUSE INJECTION MOLDED) 91 STP248 BULB,THIN SED IN EXTRUDED BEAD) o 16 11003A 11003A ACETAL SPACER.140(INHOUSE R ECTION MOLDED) 92 986 64986 BEAD,INTERIOR T 20 915D 60380 FRAME JAMB(OUTSWING) ® 93 1224 JUP247 BULB,THICK(USED IN EXTRUDED BEAD),65+1-1 DURO. J 21 To—lo 60300 WSTP.,Q-LON.190 X.376 HIGH 94 GLAZING SILICONE,DOW 899 OR 963 0- 0 p 22 6608 66608M REINFORCEMENT,1.000 X 2.750 X 0.660,6061 T6 95 GLASS,3/8'LAMI-1/8"A,.90 PVB,3116°HS F7 qN U. 23 1140 78XI12PSATS #8 X 1.600 PH SQ A TIS 86 S,3/8"LAMI.118"HS,.90 PVB,3/18"HS a ad O 24 1048 71048 JAMB SCREW COVER CAP 97 GLASS,7116"LAMI-3/16"A,.90 PVB,3/16'HS a, (D 25 830 41721N STRIKE PLATE INSERT 98 GLASS,7116"LAMI-3118"HS,.�Pd ,3/16"HS W O 26 1118 710)34PFA #10 X.760 PH.FL.SMS ® 99 IGLAss,13116'LAMI IG-3/16°TP,114*AIRSPACE,118"HS,.90 PVB,3/16"HS z 27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 1103 OFF-THESHELF I DEAD BOLT LOCK Ip = z 30 910D 6910 DOOR PANEL,TOP 8 BOTTOM RAIL 31 811E 6911 DOOR PANEL,SIDE RAIL A z 32 917 7FRMO HINGE EXTRUSION Q c0 U �- 33 1178 71058FP WB #10X.626 PH.FL.SMS ��1�� N J LL a 34 913A 60378M TR S CLAMP u u 3000- Ham„ g U 35 1130 6TRODA 5116-18 THREADED ROD .055-+11-�-� a CEI; u. 36 990 7990NUTA 5116.18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD Ff 0_ 38 7834FPT #8 X.76 PH.FL.TEK 3 CHANNEL COVER m 39 997 70997 GASKET BETWEEN PANEL HEAD/SILL&PANEL STILES 6063 T8 v 40 1023 67924G WSTP.,.187 X.260 HIGH,FINSEAL 41 928 41720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY) � � 42 1145 7OX12FPAW #6 X.500 PH FL SMS TYPE BDS • 43 1212 7P30GG SILL DUST PLUG(INACTIVE PNL) 44 9838 6983 DO R PANEL ASTRAGAL 1(OUTSWING) 45 9848 6884 DOOR PANEL ASTRAGAL 2(OUTSWING) �+-2,750—►1 �� 46 1213 6Q200K WSTP.,Q-LON.190 X.200 HIGH 47 929 74USLOK LOCK SUPPORT ASSY.(41707&41708) 48 1139 7634E 1#6 X.769 PH.FL.SMS 1.000 .........NY6 49 982 FD2PTAY 2 PT.LOCK ASSY. 50 6R180FS RUBBER SLEEVE •850-4 r' , 6 j'a 51 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) 125 g; F o'• 4 TUBE MULL V6 ''Z b2 931 7FRSPX DEADBOLT STRIKE PLATE 'Z`1 =z S ;Q 53 1118 71OX34PFA #10X.750 PH FL.SMS 8063-TS °y 54 957 70957X HANDLE STRIKE PLATE 2 55 1118 710X34PFA #10 X.750 PH FL.SMS ��+rrrntttt�� a O WN w-i g � O w g3yg O—Ii rL H 7-T T Y'4o� poi N w V C T W N C m w 0 0 0 � 6 I a m O g�� pyD p IIIC V W W cc z �+ r m N 6 mf 00 W g two �0.;m �m O OD D W W �y g r w tJ) N IN � a W m G! „wl•• A N m YDD cc 0 N 07 Z g_� cW m rn r ttlltuttr mg ��. �tcexsf APR. ADDED PART#74 J ROSOWSKI AA. s ` % Vm Data 1 0 No.sszos D 2012 04/04/12 o ' I Rx. $ EXTRUSIONS KME2�" ALUM.FRENCH DOOR&SIDE LITES,IMPACT NOMM� 529 FL 34274 g Scalc SMaC Rer: ALYNN MILLER RE cm OF mm f"m FD-101 NTS 7 OF 10 D.e.11005-1 Na D �® P.E.M68705 {. HEAD HEAD HEAD HEAD HEAD __{_ HEAD I ZONE°C"� ZONE"D" ZONE"D'—1ZONE"E°—1ZONE"D° ) ZONE"E"1 PRODUCT ItENEtdEO as complYInB wiQi the Florida Baildes Code r Acceptmicc No$?a silaol a 0 to'Date {', x=MINIMUM JAMB ANCHOR 8 �ry LOCATION. hffwm Uedo Product Con1m z X z z XX z z O z z XO OR OXzADDITIOUAL NO to m m m toO R m m _to LOCATION,ANCHOR AACMED AS V O REQUIRED PER TABLES O Q 3-7 ON SHEET 9. 3( � CL � 8 W to I t co 9 �o �ZONE"0 �ZONESILLD"�ZO E'D"SILL � ® �ZONIE°E°~ ZONE D°ZONE E°� CO LL SEE TABLE 3..SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 6.,SHT.9 SEE TABLE B.,SHT.9 U od O ZONE HEAD HHEEAADD ZONE HEAD HEAD ZONE HEAD ZONE-}; HEAD HEAD HEAD ZONE EXAMPLE Z Q I „E„ ZONE"F°� ZONE°D°ZONE"F°� "E" fi °E" 1' ZONE°F"ZONE°F"� „E" �f ANCHORAGE SOLUTION LU O FOR A CONCRETE u- ¢ w = l z OXXO INSTALLATION w z A.19"x 83 314"SIDE U'TES"B"AND d N LCL o QI �p Qp Dnp "E"ZONE ANCHORS FROM d o = d W W W W TABLE 7,SHEET 9. Q N U O LL S OXO o XXO OR OXX o o OXXO o N "r N N N PLUS; 0 B.71 3/4"x 833/4"XX DOOR ZONE "F'ANCHORS FROM TABLE 4, N SHEET 9,EACH"F°ZONE. ARA SEE ENCIRCLED VALUES,SHEET 9 U SOLUTION: d TOTALS(4)TYPE 1 OR 2 ANCHORS S� z ( SILL SILL SILL ILL ILL I EACH JAMB AND 2+6+6+2=(14) Y _�__ SILL � SILL SILL 4 � SILL SILL i ZONE ZONE ZONE ZONE ZONE TYPE 1 SI 2 ANCHORS AT HEAD ZONE"F" ZONE"O" ZONE' ZONE"F" ZONE"F" SEE TABLE 7.,SHT.9 °� SEE TABLE 7.,SHT.9 "E" " SEE TABLE 7,SHT.9 °E" AND AT SILL. ��t �1// EXAMPLE OF ANCHORAGE FOR A 71 3/4'x 83 314"')O('DOOR, =ANCHOR LOCATION FOR WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVEul NOTES: _ �;z 2 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.1712 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3°MIN.O.C.FOR CONCRETEX SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. zw JAMBS(ALL) 131/4°MAX.FROM CORNERS AND 23118"MAX.O.C. 2�•, yrij` a HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 718"MAX.O.C. '.ti� ............HEA D&SILL OF SIDE IES F NFROM HEORNERS AND 24 3/4"MAX.O.C.CONFIGURATION P�O ABOVE HEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ''/���/i t I I I I 3.TO DETERMINE ANCHOR QUANTIT �``` TABLE 3.X DOORS ® TABLE 4.XX DOORS Qo TABLE 6.0 SIDE LITE Q TABLE 6.XO&OX ® TABLE 7.0X0,XXO OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX} $OXXO PRODUCTREWWW 1.114°ELCO TAPCONS as romv1Y>ns w(Ih the Fbrtdo GLASS TYPES A,B,C.D,E GLASS TYPES A,B,C,D,E� GLASS TYPES A,B,C.D,E GLASS TYPES A,B.C,D,E GLASS TYPES A.S.C.D.E Ba0din8CodoI _,��! ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.914°ELCO SS4 CRETE-FLEX AceepW=No b�' L) i tG7 8 SUBSTRATE 2,3,WOOD 1.2.CONC &SUBSTRATE 2,3,WCH'E 1,2,C:UNC &SUBSTRATE 2,3,W(XID 1,2,CONC &SUBSTRATE 2,3,WOOD 1,$CONC &SUBSTRATE 2,3,WOOD 1,2,CONC Bxplre)kn f MASONRY ANCHORS DOORWE1N4 LOADZONES DOOR VVVTHS LOADZONES W IHS LOAOZONES I DOORWOTHS LOADZONES DOORWETHS LOADZONES w w3.#12 SCREWS(G6) Mt (Dade Pmaucto "x'-25.60 Y JOC-47.76 w w "O"-10.75 ")C'-25.50 9C'-25.60 TO 37.60 TO 71.715 TO 38.7 TO 37.50 TO 37.80 EL 1, 4,ENCIRCLED ANCHOR P r "XX'-47.75 w w QUANTITIES IN TABLES 4 N ❑ m r F m F ED m ?n - - a ba - - a TO 71.78 AND 7 PERTAIN TO THE N m , m m d m m m m 8' m �d EXAMPLE ANCHORAGE ` U 3 a 3 3 S 2 SEE , g SIDE f SOLUTION ON SHEET S. c w w 4 LITE 1 z $ 4 x -a, LITE X O !A a WUTH x HT. X x x`a ' X '� WTm1 x Hr. a WDrHI x Hrr. o ti o o WDTH x Hr. ti ti X X o o X X WIorH x Hr. 0 0 0 0 'x4 p m 6 26.50 x 79.75 6 2 7 4121 3 47.75 x 79.7 4 3 8 4 2 3 10.76 X79.75 4 1 4 1 10.76 x 79.76 4 2 r 4 2 10.76 x 79.76 4 2 4 2 - O 83.76 6 2 7 4 2 3 83.7 6 4 7 4 2 3 83.75 4 1 4 1 83.76 4 2 4 2 83.76 4 2 4 2 W O 87.76 5 2 7 4 2 3 87.7 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 K 4 2 K 87.76 4 2 4 2 LLI W 1. T 91.76 6 2 7 4 2 3 91.7 6 4 7 4 2 3 91.76 4 1 4 1 91.76 4 2 0 4 2 91.76 4 2 4 2 Z J 96.75 6 2 7 4 2 3 95.76 S 4 7 4 2 3 98.75 4 1 4 1 86.76 4 2 4 2 95.75 4 2 4 2 a d N 0 O 27.60 x 79.75 5 2 7 4121 3 61.76 x 79.75 6 4 7 4 2 3 12.76 x 79.75 4 2 4 2 12.76 x 79.76 4 2 t2 4 2 tQ 12.75 x 79.76 42 4 2 p ❑ Cn LL 83.76 6 2 7 4121 3 83.76 6 4 7 4 2 3 83.76 4 2 4 2 83.7 4 2 4 2 IF 83.76 4 2 4 2 40 0 04 0 67.75 5 t27 4 2 3 87.75 5 4 7 4 2 3 87.7 4 2 4 2 87.7 4 2 m 4 2 m 87.7 4 2 m 4 2 Q J IL' O 91.75 6 4 2 b 91.76 b 4 7 4 2 3 91.7 4 2 4 2 81.75!4 2 .4 4 2 c 91.7 4 2 4 2 0 0 F95.76 6 4 2 5 96.76 8 4 7 4 3 6 96.76 4 2 4 2 05.75,4 2 4 2 95.76 4 2 6 4 2 F ❑ 29.60 x 79.75 5 2 8 4 2 3 55.75 x 79.75 6 4 7 4 2 3 19.00 x79.76 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 19.00 x 79.7 4 3 LL 2 a LU Z 2 Z 83.75 6 2 8 412 3 83.76 5 4 7 4 2 3 83.7 4 2 4 2 83.76 4 3 4 2 83. 4 3 0 4 2 W 0 m z Lu 87.7 6 2 8 4 2 5 87.7 5 4 7 4 2 3 87.76 4 2 4 2 87.75 4 3 4 2 87.75 4 3 Q 4 2 0 Q CJ 91.7 8 2 8 4 2 6 81.7$ 8 4 7 4 3 6 91.76 9 2 4 2 91.7 4 3 4 2 01.7 4 3F1 4 2 = d O LL O 96.7 8 2 8 14121 8 85.76 8 4 8 4 3 6 95.76 4 2 4 2 95.76 4 3 4 2 86.7 4 3 4 4 2 Q N U 31.50 x 79. 6 2 8 4 2 3 69.76 x 79.75 fi 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.7 4 3 p 4 2 0 21.76 x 79.7 4 3 x 4 2 a 83.7 6 2 8 4 2 6 83.78 6 6 8 4 2 3 83.7 4 2 4 2 83.76 4 3 77 6 83. 4 3 tQ 4 2 �O ❑ Q 87.75 8 2 8 4 2 5 87.7 6 6 8 4 3 6 87.7 4 2 4 2 87.7 4 3 u 4 2 87.75 4 3 -4 4 2 -4 91.7 6 2 8 4 2 5 91.7 6 b 8 4 3 5 91.7 6 2 4 2 91.7 b 3 M 4 2 91.7 5 3 O 4 2 O m 95.75 7 2 10 4 2 6 96.7 6 5 8 4 3 S. 95.76 6 2 4 2 95.7 6 3 4 2 . 95.76 6 3 4 2 o ff 33.60 x 79.75 6 3 8 1413. 3 63.75 x79.75 5 6 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.7 5 3 4 2 4y 27.75 x79.7 6 3 4 2 m tai 83.75 6 3 8 4 3 6 83.75 6 5 8 4 3 5 83.76 5 2 4 2 83.76 b 3 O 4 2 0 83.76 6 3 f 4 2 F �' 87.75 8 3 8 4 3 6 87.7 8 6 8 4 3 6 87.7 8 2 4 2 87.7 6 3 4 2 87.75 6 3 4 2 0 z 91.7 7 3 10 4 3 5 91.7 8 6 8 4 3 5 91.75 8 2 4 2 91.75 8 3 w 4 3 w 91.7 8 3 4 3a Bb 7 7 3 10 4 3 5 88 7 7 8 10 4 3 6 86.76 6 2 4 2 85.78 8 3 4 3 96.7 8 3 y 4 3 o zj 36.60 x 79.7 6 3 8 4131 6 67.76 x79.76 8 6 8 4 3 6 36.13 x79.76 8 3 4 3 36.13 x 79.7 6 4 L- 4 3 F 36.13 x 79.75 6 4 4 3 83.75 8 3 8 4 3 5 83.75 8 5 8 4 3 b 83.75 8 3 4 3 83.7 8 4 4 3 83 75 8 4 a 4 3 a 1 I I I I f 1 87.7 6 3 8 4 3 6 87.76 8 b 8 4 3 S 87.75 7 3 4 3 87.7 7 b GC 4 3 87.75 7 5 4 3 ``����L1C 91.75 7 3 10 4 3 5 91.75 7 8 10 4 3 S 91.76 7 3 4 3 91.7 7 6 0 4 3 O 81.75 7 5 C 4 3 a �� .• ul 95.7 7 3 10 4 3 5 95.7 7 6 10 4 3 5 95.75 7 3 4 3 95.7 7 5 V 4 3 v 95.7 7 5 i 4 3 i Wim, e��' m 37.50 x 79.7 8 3 8 4 3 5 71.76 x78.7 S b 8 4 3 6 38.75 x79.76 8 3 4 3 38.76 x 79.75 8 4 4 3 a 38.75 x 78.76 8 4 4 3 = y,y o 83.7 6 3 8 4 3 6 83.7 6 6 9 4 3 6 83.76 6 3 4 3 83.76 8 4 4 3 83.75 t75 Iy 4 3 W _ •z % IL: O 87.75 7 3 10 4 3 5 87.7 6 5 9 4 3 5 87.75 7 3 4 3 87.76 7 5 4y 4 3 87.75 Z) 4 3 ; >'•: 6 �' :(ij` ILI 91.76 7 3 10 4 3 5 91.75 7 6 10 4 3 b 81.7 7 3 4 3 91.76 7 6 rWq 4 3 w 91.75 4 3 yy. tC',. 06.7 7 3 10 4 3 6 95.7 7 6 10 4 3 5 96.76 7 3 4 3 95.75 7 5 RFI 85.75 4 3 �i�s .. .. 0����\ d 2X WOOD -1 314" 1314" 2X WOOD BUCK,NOTE 2 3A KSI MIN.CONC MIN E.D. MIN E.D:_l BUCK NOTE 2 1 3.4 KSI MIN.CONIC. 13/4'MIN.E.D. WOOD BUCK,NOTE 2 FRODUCrRENBSW 1 3V TYPE 1 IXWOOD I 3W TYPE I plyLqS%vithftFWrIda I TYPE 2 BuRdifig 057 13/8' BUCK,NOTE 2 1 3f4'TYPE 2 1 3w MIN. Aecaptancallo12 Oil 1*1N. ww,I oma' ____T MIN. MAX.SHIM 114 MAX. --1/4'MAX 1/4*MAX. mi Daft prodwtum"m WOODEXT. SHIM SHIM SHIM ANCHOR CONC. EXT. WOOD EXT. CONC. EXT. TYPE 2 OR 3. ANCHOR ANCHOR ANCHOR OPE NOTE I CTE I NOTE 1 TYPE 2 OR 3, DOOR HEAD(WOOD) 1114"TYPE 1 OR 2(CMU) NOTE 1 1318" DOOR HEAD(CONC) _I 3/8"TYPE I(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 0 o< MIN. 1/4"MAX I 314"TYPE 2(CONC) &§ m IW MAX SHIM I 114"TYPE I OR 2(CMU)SHIM --T 114'MAX. im,MAX SHIM 1318"TYPE I(CONC) 314°MIN.E.D. 13W MIN. 1 314°TYPE 2(CONC) LU t WOOD " M • 13/4' F- ANCHOR CONC. 'r N.E.D. D -k ANCHOR, ON 2-7 CONC mw NOTE I S2 Lu STAGGERED ANCHOR v ON— .�41.1;1-" CENTERS,- 1.6 KSI MIN.CMU OR LL. E STAGGERED P' 06 TYPE WOOD 3A KSI MIN.CONC. 0 ANCHOR. 4D 2 OR 1314"MIN.E.D. W to 3, CENTERS. 4 " ." � .: 3/4*MIN E.D. TYPE NOTEI NOTEI 2 OR 3. 4: < 8 co 2X WOOD EXT. ix WOOD BUCK, 2X EXT_ NOTE I KSI MIN.CMU OR BUCK,NOTE 2 NOTE 3.4 KSI MIN.CONC, BUCK,NOTE 2 lXWOOD BUCK 3: DOORJAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) 0 =Lu Lu Z C.ANCHOR, WOOD ANCHOR TYPE 2 z (n OR 3,NOTE I WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 0� C4 o LL CONC.ANCHOR,NOTE I - 1X WOOD EXT. CL -a la: cs EXT. BUM,NOTE 2 < C14 EXT. 114'MAX. EXT' ri-NOTE 11V MAX u- SHIM I-1/4°MAX' SHIM 1/4.MAX. _E7 I e�SHIM NOTE OTE TY 31W ........ 1 31W PE 1 af� —A 1 MIN. Aim 1314"TYPE2 El 3m"TYP At SA KSI MIN 3/4TYPE2 3A KSI MIN.CONIC. 13/c CONIC X WOOD BUCK NOTE 2 IN.E.D. 2X WOOD BUCK,NOTE 2 DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D. SIDE LITE SILL(WOOD) NOTES: SIDE LITE SILL(CONC) 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4'TAPOONS EMBEDDED 13/6'MIN.(TYPE 1)OR 114"SS4 CRETE-FLEX EMBEDDED I 314"MIN.(TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 1314". FOR WOOD INSTALLATIONS USE #12 SCREWS,G5(TYPE 3)OR ELCO IW SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8'MIN.(TYPE 2). Z WOOD BUCKS DEPICTED AS lx ARE LESS THAN 11/7 WOO THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. D BUCKSA. DEPICTED AS 2x ARE I 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE V.: C.". AUTHORITY HAVING JURISDICTION(AHJ). :2::z a C,.0- Z - 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) i"t 'Z MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS c :05�z 'j WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. o,--