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WS-13-1377 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-198006 Permit Number: WS-6-13-1377 Scheduled Inspection Date:August 28,2013 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: PORTER-BROWN,WYATT Work Classification: Door Replacement Job Address:58 NE 92 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060130030 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE 12 WINDWOS , 1 DOORS AND 2 SHUTTERS Infractio Passed Comments INSPECTOR COMMENTS False I Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-193861. No one home Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 27,2013 For Inspections please call: (305)762-4949 Page 26 of 45 0A R 1�5 b., V Miami Shores Village ' Building Department JUN 18 2013 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 y: Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 tO BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: ('3 (rI� c:tZ S� City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):_ , MCA WNl Phone#: 336 24'2 7 4937 Address:22� (2 46 !�jz Er city: Him ka State: t�L Zip: 33130 Tenant/Lessee Name: 1� Phone#: Email: (3z CONTRACTOR:Company Name: YV% y-) W hI Phone#:__20, � (&3 T Address: / City: State• Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: X Value of Work for this Permit:$ _ Square/Linear Footage of Work: rr Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition l�.PTription of Work: s 1 ® S o Color thru tile: Submittal Fee$ - 0 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 `� L Signature Owner or Agent Contractor The foreg ng instrument was acknowledged before me this� The foregoing instrument was acknowledged before me this day of ,20.�,by 5AM 14% tay o ,20_,by , who is personally known to me or who has produced i who is personally known to me or who has produced As identification and whRjJid%&aq oath. as identification and who did take an oath. NOTARY PUBLIC: ..... �s ''%, NOTARY PUBLIC: Sign: �o � �� `�' = Sign: Print: c` `c>>��s% l/C ' Print: My Commission Expires: -., �' ......•. �.� My Commission Expires: APPROVED BY L Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) 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: ,lJ+ DATE: 17 ! ADDRESS: Se 4r- 7Z, f N101441 � � 3) 3 b Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,RS 489:103(7). And I have read and understood the following disclosure statement,which entities 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 personas 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 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 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 5. 1 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_�� 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.1,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 odes, 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 http:/ANww.mvfloddalicense.com/dbor/pro/cilbfiindex.html Initial 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,��Q� 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 Ices 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 � L ,20 13 By IA'n rt' IRV" who was personally known to me or who has Produced there License or as identification. OWNER - N'Oo1� J,E.... •F�p�� 0�tt��ti pppr 20'-731 121-211 20'-6» F 8' od- 36 X 56 CMT NOA 12-0223.27 3'-2» '� 4'-4" 53 x 63 FIXED —— N NOA 12-0223.28» 36 x 56 CMT 56 X 38 CMT (2) I ;�, i 3-9 NOA 12-0223.27 NOA 12-0223.27 d- � N T26 x 63 CM NOA 12-0223.27 36 x 38 SH NOA 12-0820.08 N \N O �. N,,—SHUTTER » 6'-9" NOA 12-0209.06 21 -34 74x56 HR NOA 12-0221.05 S-41" 4 4,-2» 00 34 X 82 �- FRENCH DOOR 74 x 63 HR NOA 1 M. 3-2�d NOA 12-0221.05 1 -831 h d-- d- 36 x 38 SH NOA 12-0820.08 cq N O O 36 x 56 CMT w NOA 12-0223.27 c 36 x 56 CMT NOA 12-0223.27 TYPICAL WALL SECTION -- 17'-9» nts L C z WINDOW LEGEND: SH- Single Hung CMT Casement RH- Horizontal Roller b o r- °� p D O z �F o O O C) m WINDOW REPLACEMENT ` ° z 77" PORTER - BROWN RESIDENCE r- U m o 58 NE 92 ST MI- MIAMI SHORES ® ` C D FL 33138 Mac DRAwtNGs ALWAYS-VIEWED FROM THE OUTSIDE use 1/4"= 92"scAt.E g , Aa --- -4 I FRAME TYPE FINISH GLASS TYPE GLASS COLOR O ALL FLANGE ©MILL ©ANNEALED DSB ❑CLEAR •ALL FIN E3 BRONZE PAINT O ANNEALED 3/16 0 BRONZE •FIN WITH FLANGE SILL ❑WHITE PAINT ©ANNEALED INSUL. 0 GREY E3 ANODIZED O TEMPER 'E3 SOLAR COOL E3 SAFETY GLAZED INSUL. E3 OBSCURE 0 NO GLASS CHECK ONE OF THE ABOVE CHECK ONE OF THE ABOVE CHECK ONE OF THE ABOVE CHECK ONE OF THE ABOVE CUS'T'OMER ORDER INFORMATION DATE ENTERED DEALER! BRANCH l�A!4V— IDI NPi�4 40 DESIGNER TYPE SHIPPING DATE ADDRESS,, � ) PRODUCT CODE: JOB /v 'f' Y QUANTITY: DRAWING'S ALWAYS VIEWED FROM THE OUTSIDE usE 1/4"=12"SCALE A4 �1F!G-6: 000P FLANGE DESIGNER-GIVE TIP-TO-TIP FLANGE DIMENSIONS FIN DESIGNER-GIVE BUCK DIMENSIONS CUSTOMER APPROVAL SIGNATURE FIN WITH FLANGE SILL-GIVE SUCK DIMENSIONS SKETCH BELOW THE DESIGNER THE WINDOW IT MUST ALIGN WITH(iF ANY).GIVE SIZE OF THAT WINDOW. FS-108 Rev.12/93 � 1 FRAurm TYPE F1IIIISEI GLAft TYPE. j GLASS COLOR O ALL FLANGE O MI LL 13 ANNEALED DSB O CLEAR 13 ALL FIN O'BRONZE PAINT 0 ANNEALED 3/le O BRONZE O FIN WITH FLANGE SILL O WHITTE PAINT O ANNEALED INSUL. O GREY O ANE}QIZEQ 13 TEMPER O SOLAR COOL 0 SAFETY GLAZED INSUL. O OBSCUAII Q NO GLASS CHECK-ONE OF THE ABOVE CHECK ONE OF THE ABOVE I CHECK ONCE OF 1'11E A!94 W CHECK ONE OF THE ABOVE CUSTOI4 ER.ORDER INFORMATION DATE ENTERED DEALER/ BRANCH �J r* A - . . �d DESIGNER TYPE $HIPPING DATE ADDRESS PRODUCT CODE: JOB POIL )' � QUANTITY: DRAwoms ALWAYS viEweD FRom THE OUTSIDE USE 1/4"=12"SCALE t�s7s 'f ,x-At. 3)8,< 3$ '14- FLANGE DESIGNER-GIVE TIP-TO-71P FLANGE DIMENSIONS FIN QESIdNER GIVE BUCK DIMENSIONS CUSTOMER APPROVAL SIGNATURE FIN Wll-AFLANGE Sl4L-GIVI!BUCK LIMENSIONS SKETCH BELQW.T HF.DESIGNER-THE WINDOW IT MUST ALIGN WITH(IF ANY).GIVE SIZE OF THAT WINDOW. P'S=1QB Rev.12193 Porter-Brown Residence Windows Replacement Design Wind Pressures Calculations Prepared by: Carlos F. Sanz, PE, SECS Structural Engineer 185 NW 1 Oe Street Miami Shores, Florida 33168 June 15,2013 ��\'qcens';5�� Q' b N .51500 OF II Carlos F. Sanz, PE, SECS 185 NW IOe Sheet Miami Shores, FL 33168 786-586-3186 Porter-Brown Residence Windows Replacement Codes • Florida Building Code 2010 Edition • ASCE 7-10, Minimum Design Loads for Buildings and Other Structures Wind Pressure Calculations • Based on ASCE 7-10 and FBC 2010 High Velocity Wind Zone • Exposure: C • Risk Category: II • Basic Wind Speed: V= 175 mph • Mean Roof Height: h= 15'-0" • House Width= 53'-3" • Velocity Pressure Coefficients KZ=Kb = 0.85 • Wind Directionality Factor Kd= 0.85 • Topographic Factor K&= 1.0 See attached tables for wind pressure calculations. XII I I I III/o do v C j .► a „-. e � � ® e ^y Iij �• e N .0 F a •� NN Carlos F. Sanz, PE, SECB 185 NW 108th Street Miami Shores,FL 33168 786-586-3186 Porter-Brown Residence Windows Replacement-Desl an Wind Pressures ASCE 7-10 Exposure C Risk Category II Width=53.25 ft. h(ft) KZ Kh K. Ka v(mph) a. Mean Roof 15.00 0.85 0.85 1.00 0.85 175 56.64 56.64 Grade 0.00 0.85 0.85 1.00 0.85 175 56.64 1 56.64 a=5.33 ft.(10%of width) Wind Pressures on Windows (psf) p=gh[(GCp)-(GCPl)] (Values given by ASCE 7-10 are ultimate/factored pressures) Figure 30.4-1 Bldg.Height h<=60' Theta>10 deg GCp reduction: 0% Window Tributary qh GCp+ GCP- GCp, Positive Negative Pressures Mark Areas Zone 4 Zone 5 Pressure Zone 4 Zone 5 A 14.00 56.64 0.97 -1.07 -1.35 0.18 65.4 -71.0 -86.6 B 14.00 56.64 .0.97 -1.07 -1.35 0.18 65.4 -71.0 -86.6 C 14.00 56.64 0.97 -1.07 -1.35 0.18 65.4 -71.0 -86.6 D 14.78 56.64 0.97 -1.07 -1.34 0.18 65.1 -70.8 -86.1 E 11.38 56.64 0.99 -1.09 -1.38 0.18 66.3 -71.9 -88.4 F 23.19 56.64 0.94 -1.04 -1.27 0.18 63.2 -68.9 -82.2 G 11.38 56.64 0.99 -1.09 -1.38 0.18 66.3 -71.9 -88.4 H 32.38 56.64 0.91 -1.01 -1.22 0.18 61.7 -67.4 -79.3 1 32.38 56.64 0.91 -1.01 -1.22 0.18 61.7 -67.4 -79.3 J 19.36 56.64 0.95 -1.05 -1.30 0.18 64.0 -69.6 -83.8 K 14.00 56.64 0.97 -1.07 -1.35 0.18 65.4 -71.0 -86.6 L 14.00 56.64 0.97 -1.07 -1.35 0.18 65.4 -71.0 -86.6 M 9.50 56.64 1.00 -1.10 -1.40 0.18 66.8 -72.5 -89.5 N 28.78 56.64 0.92 -1.02 -1.24 0.18 62.2 -67.9 -80.3 O 9.50 56.64 1.00 -1.10 -1.40 0.18 66.8 -72.5 -89.5 ANN �, v V: 51 +off® * It ADO••., FLOR�OP�- ®® �,/;®Wn�, ' Carlos F. Sanz, PE, SECS 185 NW 108th Street Miami Shores,FL 33168 786-586-3186 Porter Brown Residence Windows Replacement-Desl an Wind Pressures UMmate/Factored Design Wind Pressures Sentice/Nominai Design Wnd Pressures s Window +Pressure -Pressure Window +Pressure -Pressure Mark s f) (pst Mark s s A 65.4 -71.0 A 39.2 -42.6 B 65.4 -71.0 B 39.2 42.6 s C 65.4 -86.6 C 39.2 -51.9 D 65.1 -70.8 D 39.1 -42.5 E 66.3 -71.9 E 39.8 -43.2 F 63.2 -68.9 F 37.9 -41.3 G 66.3 -88.4 G 39.8 -53.0 H 61.7 -67.4 H 37.0 -40.4 1 61.7 -67.4 1 37.0 -40.4 J 64.0 -69.6 J 38.4 -41.8 K 65.4 -86.6 K 39.2 -51.9 f L 65.4 -86.6 L 39.2 -51.9 M 66.8 -72.5 M 40.1 -43.5 N 62.2 -67.9 N 37.3 -40.7 ' O 66.8 -72.5 O 40.1 -43.5 * Ui FLOw 36 x 56 CMT 24,-r N"". 12-0223.2712'-27 u 20'-6° 36 x 56 CMT NOA 12-0223.27 T T,. - 3'-2° 44 53 x 63 I= A 12-0223.28 \� 36 x (21T X 38 CMT(2� ® - I F i 3,-g° NOA 12-0223.27 NOA 12-0223.27 L N ' EL26 x 63 NOA 12-0223.27 0 36 x 38 SH NOA 12-0820.0 M I N O � �p I .R7V I IGII NOA 12-0209.06 21'-3r 74 x 56 HR NOA 12-0221.05 '-44° I H 4'-2° to 34 X 82 1RENt21 DOOR 74 x 63 HR NOA 12-0 0 1 3-2 1®®� /4 NOA 12-0221.05 , h 36x38SH M NOA 12-0820.08 0� I 10'-3° N w 36 x 56 (SIT °� L NOA 12-0223.27 , 36 x 56 CMT NOA 12-0223.27 TYPICAL WALL SECTION 17-g° Zone 4: Windows A, B, D, E, F, H, I, J, M, N and O. 1IANI= LEM Zone 5: Windows C, G, K and L. SH- Singl® Hung CmT Cas ment RH- Hort ntal Roller WINDOW REPLACEMENT PORTER---BROWN RESIDENCE 58 NE 92 ST MIAMI SHORES FL 33138 STRUCTURAL DESIGN the barrier is subjected to a horizontal load ctf 25 psf(1197 Exception:Increases in allowable stress shall be permitted ; k Pa),applied as specified in Section 1618.4.6.2. in accordance with ACI 530/ASCE 5/TMS 402 provided 161853 Vehicle safeguard barriers shall be capable of the load reduction factor of 0.75 of combinations 4 and 6 of resisting a minimum horizontal ultimate load of 10,000 ASCE 7 Section 2.4.1 shall not be applied. Pounds (4445 kN)applied 18 inches(457 mm) above the floor atanypoint in the barrier system.This load need notbe applied in combination with loads specified in Section SECTION 1619 1618.4.6.1 and Section 1618.4.6.2.Vehicle safeguard bar- HIGH VELOCITY HURRICANE ZONES- ner systems of metal framing,concrete or masonry may be LIVE LOAD REDUCTIONS designed by allowable stress design for a concentrated hon- 16191 Application.No reduction in assumed live loads set zontal load of 7,500 pounds(33 361 N)in lieu of the 10,000 forth in this section shall be allowed in the design of columns, pounds(44.5 W)ultimate load specified above. walls,beams,girders and foundations,except as permitted by 1618.6 Special requirements for cable safeguard barriem the provisions of Section 4.7 ASCE 7 with commentary. 161&6.1 Horizontal deflection under design load shall not Exceptions: exceed 18 inches(457 mm). 1. No reduction of the assumed live loads shall be 161&6.2 The design load shall be assumed to be resisted by allowed in the design.of any slabs,joists or other sec- ; not more than two cables. ondary members,except as set forth herein. 161&6.3 The cable system including anchors shall be pro- 2. No reduction in roof live loads shall be permitted tected against corrosion. except as set forth by Section 1616.1. 161&6.4 Cable tension under design load shall not exceed 1619.2 Allowable live load redaction& percent of the yield strength of the cable. 1619.11 Permissible reduction in live loads shall be as pro- 161&6.5 The uppermost cable shall be at least 42 inches vided in Section 4.7 of ASCE 7 with commentary. (1067 mm)above the adjacent surface.Cables shall not be 1619.2.2 Limitations on live load reduction shall be as now spaced more than 6 inches(152 mm)apart. in Section 4.7 of ASCE 7 with commentary. : 161&6.6 An installation plan prepared by the structural 1619.23 No reduction in live loads shall be permitted for engineer of record shall be submitted to the building official buildings or structures of Group A assembly occupancy. for his or her approval. 1618.6.7 Installation shall be witnessed by the structural C engineer of record who shall certify the following. SECTION 1620 1. That the installation has been in accordance with the HIGH-VELOCITY HURRICANE ZONES- approved installation plan. WIND LOADS C 2. That the initial tension designated by the structural 1620.1 Buildings and.structures, and every portion thereof, engineer of record has been provided in all cables. shall be designed and constructed to meet the requirements of : 3. That all anchors have been seated at a total load, Chapters 26 through 31 of ASCE 7. • including initial tension,equal to 85 percent of the 1620.2 Wind velocity(3-second gust)used in structural calcu- yield strength of the cable,unless a positive locking lations shall be as follows: device is provided that does not require a Wrisionjack Mlam{-Dade County for the tensioning of the barrier strand Risk Category I Buildings and Structures: 165 mph • 1618.6.8 Drawings shall indicate the initial tension, the expected increase in tension under vehicular impact and the Risk Category H Buildings and Structures:175 mph ■ maxim • um capacity of �1� the strand barrier stem. ceP $' system. R.iskCategory III and IV Buildings and Structures:186mph 1618.7 Ornamental prOJections. Ornamental cantilevered Broward County projections on the exterior of buildings s • • proJ hall be desi for • not less than 60 live load Risk Category I Buildings and Structures:156 mph • . psf (2873 Pa or 2(8l ands lineal ■ to per foot(2919 Nlm)applied at the outer edge,whichever is more Risk Category 11 Buildings and Structures: 170 mph critical. • Risk III and IV Buildings and Stractfrres:180 h ■ Category mp : 1618.8 Interior wall and partiitians.Permanent,fuII-height 16203 All buildings and structures shall be considered to be in interior walls and partitions shall be designed to resist a lateral g�'C,unless Exposure Category D applies,as live load not less than 5 psf(239 Pa)and if sheathed with lath defined in Category 26.7 of ASCE 7. • and plaster;deflection at this load shall not exceed U360. 16189 Load combination.The safety of structures shall be 1620.4 For wind force calculations,roof live loads shall not be checked using the provisions of 2.3 and 2.4 of ASCE 7 with considered to act simultaneously with the wind load. commentary.Flood Load Fa mentioned in these load combing 16205 Utility sheds shall be designed for a wind load of not tions shall be in accordance with Chapter 5 of ASCE 7. less than 15 psf(718 Pa). 16.42 2D10 FLORIDA BUILDING CODE-BUILDING MIIVIIVIUM DESIGN LOADS h 5 60 ft. d` Figure 30.4-1 External Pressure Coeffiiclents,GCp Enclosed,Partially Enclosed Buildings Walls 15 h 5 a ® 0 5s 10 500 Q -1.8 -1.6 5 -1.4 -1.4 -1.2 4 -1.1 -1.0 -0.8 -0.8 p -0.6 V -0.4 i -0.2 y 0 L +0.2 M +0.4 +0.6 +0.8 4 & 5 +0 7 x +1.0 +1.0 LJJ +1.2 1 10 20 50 100 200 5001000 (0.1) (0.9) (1.9) (4.6) (9.3) (18.6) (46.5)(92.9) Effective Wind Area, ft (n? ) Notes: 1. Vertical scale denotes GCp to be used with qh. 2. Horizontal scale denotes effective wind area,in square feet(square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces,respectively. 4. Each component shall be designed for maximum positive and negative pressures. 5. Values of GCp for walls shall be reduced by 10%when 0:9 100. 6. Notation: a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4% of least horizontal dimension or 3 ft(0.9 m). h: Mean roof height,in feet(meters),except that eave height shall be used for 0 510°. 0: Angle of plane of roof from horizontal,in degrees. 335 MIAMI-DADS AIIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vmw.miamidade.eov/pera/ ECO Windows Systems,LLC 9114 N.W.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 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 600 Aluminum Outswing Doors-L.M.L APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. NUSSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to.090"DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. ANIREMMEW NOA No 12-0402.03 rapt cout��-v Expiration Date:July 19,2017 `"'• ' Approval Date: July 19,2012 ` x` Page 1 r ECO Windows Svstems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNQTTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.L)"'sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-124003,IIETI-124003 and HETI-124027dated 03/16-26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS p 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE. 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours& Co.,Inc. for -their"Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Vest proposal,dated 10/14/11 and 02-21-12 approved by PS ERA / q 1 UhaCq L Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 1/8'HEAT STREN'0. GLASS 3/16'HEAT STREN'D.GLASS 090'MTERLAYER .090'INTERLAYER N BUTACITE PVS BY'DUPONT' BUTACTE PVB BY'DUPONT Z 1/8'HEAT STREN'D.GLASS 3/16°HEAT STREN'D.GLASS SILICONE SILICONE g DOW CORNING 899 a B DOW CORNING 899 m26 21 28 14 �' a Av cy SETTING BLOCKS AT LAM.GLASS y READ.FOR WIDTHS EXCEEDING 38'ONLY. a NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS CLASS TYPE `G1' GLASS TYPE 'G2' O JUJ 1/8'TEMP.GLASS 8/16°AIR SPACE p3 y 1/8'HEAT STREN-O.GLASS 5! 090°INTERLAYER Ai SAFLEX IIG BY'SOLUTIA' W p. 1/8°HEAT STREN'D.MASS O to M F ib SILICONE Z fi B � DOW CORNING 899 a6 m MET L SPACER ST.STEEL a 18 W m� SERIES 600 �� 1 NE ALUMINUM (UTS ING ENTRMCH DOOR \ / / SETTING BLOCKS AT INS1L LAM.GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. `�_.-� NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. c LOWER VALUES FROM SIDELTTE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR IN STALLATIONS WHERE WATER INFILTRATION HIIIO 4�B1t RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY c HURRICANE ZONE(HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS THESE DOORS ARE RATED FOR LARGE 8C SMALL MISSILE IMPACT. ,avaD*NO EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REWIRED. � ga g ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 'y8 NOT PART OF THIS APPROVAL $ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT drowing no REQUIREMENTS CONTACT WITH FLORIDA�BLDG. CODE SECTION 2005.&MEET THE �8 2 Z W12-08 sheet 1 of g 39 3/4°MAX. - 76•MAX r�I FRAME WIDTH FRAME WIDTH M �Y 1 HEAD&SILL ANCHORS N AT STILE ENDS Z (4)AT 3•D.C. 0 12• 12° S•MAX � Mme• $•MAX MAX ^ a CORNS I A SILL c�ORNEERS I A - SILL f�o a --•D- __-0- _ \ 0 c 12 11 " _ u LOCK OPTIONS _��, _= LOCK OPRONS SEE SHEET 7 / �Y� SEE//S T>\ O 62 2 rte' - co; CD I' Z ' ASE ' INACTIVE ACTIVE ••k" z SURFACE APPLIED �qQ FALSE MUNTWS OR 26 15/16° FALSE MUNTWS OR 26 18/16• 28 16/18° W DECORATIVE GRILL D.L OM ro FALSE M NTI GRILL D.L.OPO, D.L.OPG. $ O MAY BE USED MAY SE USED NOTE: 37'MAX 37°MAX, EGRESS REQUIREMENTS TO BE REVIEWED LEAF WIDTH (XX) OFFICIAL W LEAF WIDTH BY BUILDING DOOM LOAD CAPACITY- PSF DOORS LOAD CAPACffY - PSF SINGLE DOORS(X) DOUBLE(XX) NOTE: DOOR DIMS. LAAMTED GLASS DOOR Duds. LAMINATED GLISS GLASS CAPACITIES ON THIS SHEET ARE FRAME LEAF FRAAfE FRAME LFAF FRAME BASED ON ASTM E1300-04 (3 SEC. GUSTS) wroTH 190TH HEIGHT W'(*) �T(-) .(+) of.(-) AND FLORIDA BUILDING COMMISSION H wroTH vnDTH FIEICUIT 39-3/4• 37• 96• 70.0 75.0 76• 1 37• 1 98° 70.0 1 75.0 DECLARATORY STATEMENT DCA05-DEC-219 o a eo a GLASS D.L.O. DIMS_ $ D.L.O. HEIGHT = FRAME HEIGHT - 11.125' Engn•IAAD,LAO u D-LO. WIDTH (X DOORS) = FRAME WIDTH - 12.813° nA PE 7o59z g D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 CAX $ 3 drawing no. JUN 382012 W12-08 sheet 2 of 9 D=GN LOAD CAPACITY-PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS FRA 148 16,U(SEE NOTE BELONG WIDTH M SIDELITE SIDEUI HEAD&SILL ANCHORS N WITHOUT Wrm AT STILE ENDS FRAME FRAME R6RJFO0= RSBVFQRCDVG CLUSTER OF (4)AT 3°O.C. ZO $ 12' 4)ANCHORS INCHES M� Exr.(+) aHr.(-) EXT.(+) mr.(-) 3` /,A T HEAD/SILL 12' � y 24 70.0 75.0 70.0 75.0 6"MAX, MAX. TYP. HEAD 30 70.0 75.0 70.0 75.0 HEAD 9u O 38 B2 7D.0 75.0 70.0 75.0 CORNERS F .�' -.` - 37 70.0 75A 70.0 75.0 IL 42 61.7 88.1 81.7 68.1 I Q h 24 70.0 75.0 70.0 75.0 30 7a0 75A 70.0 78.0 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 7s.0 -J7'1=___ ===A-/= I I W G 42 61.7 66.1 61.7 68.1 11 17 za 70.0 750 mo >B.G H ii I E Z 30 88.8 69.8 70.0 75.0 92 II II I I tY cell 36 84.1 84.1 70.0 75A 37 83.3 83.3 70.0 75.0 24 3.3 8 63.3 70.0 75.0 n /� n %� U Jo 99 s78 878 704 7S0 $ c -- }( _ ii'� i 1 �� 4 38 83.1 63.1 70.0 75.0 37 82.4 52.4 70.0 1 76.0 REINFORCING AS REQD. - SEE CHART -- II- -_=Iii\_= I i L WTION 3 00 ii ii \ i i SHEET ^ S� I OP INAG11ve i i ACTIVE 3li SIDEUTE VBDTH SURFACE APPLIED 8` 28 16/18° {5 U W DOOR FRAME WIDTH FALSE MUNTINS OR 32 3/4" 26 15/1 DECORATIVE 0, p,L,ppp, D.L.Opm D.L OPG m O MAY BE USED 37° NOTE: SIDELITE FRAME WIDTH LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 2. MAX 76°MAX FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT DOUBLE DOOR FRAME VADTH LOWER VALUES FROM DOOR OR SIDELITE CHART o WILL APPLY TO ENTIRE SYSTEM. OXXO) � i� 1 Ind �menal e__ D. 0, DIMS, w D.L.O. HEIGHT (SIDEUTE) FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438" o< c Ears JAV�AHMAD u CAN. 78582 g NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. AND FLORIDA BUILDING COMMISSION GUSTS) JUN 2 8 2012 drawing no. DECLARATORY STATEMENT DCA05-DEC-219 W12-08 sheet 3 of g .4( f 9 18°MIN, TYPICAL ANCHORS EDGE Dom. ter 2BY WOOD BUCK W BOLT EDGE DIST. SEE ELEVATIONS OR WOOD BUCK PENETRATION FOR SPACING .>`� a:; :. WED STRUCTURE •aa° SEE NOTE SHEEP 1 METAL .:n:•.° °.:Y •. d! EDGED EWE DIST. STRUCTURE Z I 21 A i i 28 2 ANCHORS ANCHORS ELEVATIONS ANCH RS a EVAoNS ELEVAONS TYPICAL Q Q FOR SPACING FOR SPACING FOR SPACING p, Y u S Las � I3d �'____ === I�Mwia-DADS COUNTY APPROVEDiI � t3z $$ I j SEE SEPARATEON GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS F SEE ELEVATIONS a' FOR SPACING a=co c a WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 'n MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. z W ICAT ANCHORS: SEE ELEV. FOR SPACING 0 1/4" DIA. ULTTMACON&I ='EI n' (Fu-m KSI,"55 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY M o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O DIRECTLY INTO CONC. OR MASONRY �A FLA 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 49 d O i i 014 SMS_OR SELF DRILLING SCREWS (GRADE 2 CRS) 6 a 28 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8' MC! c is i i INTO METAL STRUCTURES I t STEEL : 1/8'THK. MIN. (Fy - 38 KSI MIN.) a ALUMINUM : 1/8' THK. MIN. (8083-T5 MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a TYPICAL EDGE DISTANCE Eng.JAVMAHMAD !� a T� ^W INTO CONCRETE AND MASONRY 2-1/2" MIN. MAN�70$92 g n v °I ° ° INTO WOOD STRUCTURE - 1" MIN. 8 TYPICAL ANCH INTO METAL STRUCTURE - 3/4° MIN. ORS EDGE DIST' SEE ELEVATIONS drawing no. 1/2°Mm. FOR SPACING CONCRETE AT HEAD, SILL OR JAMS f'c - soot PSI Mm. JUN $8 2012 mPENETRA ON C-80 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. W12—O$ sheet 4 of g 1/4°MAX. 1/4°MAX O SHIM C 3 LEVERS AT DS'TILEFAFACE O SHIM Z toy TYPICAL,ANCHORS .WOOD BUOC 0 FOR SPACING 18 ACTIVE LEN �y � 24 TYPICAL ANCHORS a F �1G EXTERIOR D.LO. STRUCT�UR�E LEAF,MOTH o SINGLE 000R FRAME YdDTH �OPTIONS V 1/4°MAX ' Lm oanoNs w sHDa �1. 1/a°MAx.•, SEE SHEET 7 � SHIM •' 3 CONCEALED FLUSH BOLTS O CONCEALED FLUSH HOLTS LEVERS AT INSIDE TYPICAL ANCHCItS ... FACE OF STILE LEVERS AT STILE FACE oRY W00o BU Z SEE EIEV`�.•-.. WOOD 31RU TUBE FOR SPACIND ,8 INACTIVE LEAF ACTIVE LEAF NOTE , $a 53 28 13 28 im 24 tt�� . •.i � 23 TYPICAL ANCHORS 19 D.L.O. 7�: - D.L.O. SEE M". FOR SPACING LEW VADTH EXTERIOR LEAF WIDTH s DOUBLE DOOR FRAME WIDTH g< N _ ld _ rxV. WAD AMIAD 0 OPAL F @ 70892 g n CAA rwD IOOR DE JUN 2g2 12 12-08 Sheet 5 ct 9 TYPICAL ANCHORS sEE ELEVATIONS EDGE IST. FOR SPACING -vo, ! Us e: a �♦ ° I ° O as GLAZING OPTIONS REMI.CING SEE SHEET t O @12 4 SEE S O 18 SHEEET 3 1/4•MAX•, H AT s•FROM ENDS � p� a SHt s AND 11°O.C.MAX h Y d 0 8 3 o 1a 7- is Z a .; ,..• i ae I� O TYPICAL ANCHORS .� SPACIN .a L_ 14 18 2g � c D.LO. 18 8 O.LO. EXTERIOR LEAF MOTH SIDELITE YADTN DOOR FRAME MOTH c m z UNIT FRAME WIDTH o RA.A8.70882 g '5838 •E DGE DIST. ° � ANCHORS ELEVATIONS drawing no. JN 2 9 201 W12-OS FOR SPACING SIDELITE DETAILS ahaet 6 of g I=@ PART HE". DRSCEpnoN MATZRW, MANP./SUPPLIBR/RSMARRB �u 1 E601 - DOOR FRAME HEAD/SILL 8083-T8 - 2 ES02 - FRAME COVER 8083-T8 /v 3 EB03 - DOOR FRAME JAMB 8083-T5 - Z 4 E604 - SIDELITE TOP&BOTTOM FRAME 8063-T8 4A E826 - SIDELRE 9°BOTTOM FRAME 6063-TB S 1 EGGS - SIDELDE FRAME JAMB 6083-T8 6 EDO$ - SIDELITE SLIP ON JAMB 8083-T6 - 7 E607 - LEAF TOP&BOTTOM RAIL 6083-T6 - 7A E628 - LEAF 9°BOTTOM RAIL 8053-T6 - O n 8 ENS - LEAF W'STMP ADAPTER 6063-16 - (� 9 EGGS - LEAF HINGE STILE SOB3-T5 - qg 10 E610 - LEAF LOCK STILE 6063-76 - n d1i 11 E611 LEAF ASTRAGAL STILE 6053-TO c0 j��t 12 E812 - LEAF ALIGNMENT BRACKET Bo63-TB - [q 13 E813 - LEW CLAMP 8083-T6 4-1/4°LONG C8'. 13A E613 - HINGE BACK-UP PLATE 6083-TB 12'LONG 14 E814 - GLAZING BEAD(8/16°LAM.(BASS) 600-Ts—- O 14A E109 - - GLAZING DEAD(7/18'LAM.GLASS) 6033-T6 15 MIS - GLAZING BEAD(INSUL GLASS) 60&3-T6 - V 16 Eels - SNAP COVER 8063-T6 - 17 E613 - BOLT SUPPORT 6063-T8 NOT SHOWN 1s - AS REDD. SIDELITE MULLION REINFORCING 8083-76 f/1 19 FD-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. 20 F81202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. 21 FBR814SS - CONCEALED FLUSH BOLT ROD ST STEEL I SULLNAN&ASSOC. W OPTION 81: 22 812 SMS AS RE00. FRAME ASSEMBLY SCREWS ACME LEAF: 23 812 X 3/4° - HINGE INSTALLATION FASTENERS - FH SMS 1O eq 4 POINT LOCK ASSEMBLY DLOI-5007 BY INTERLOCK USA INC.' 24 - - 3/8'DIA THREADED ROD STEEL. - O O M (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 W11323 - PRE WDpL ULTRAFAB Z AT AD THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 E20618-KN-3020 BULB W'MPPING SANTORRENE EPDM g aj Z THROW HEAD AND SILL 27 6206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAS iS THROW BOLTS ATTACHED TO LOCK BY 3/8°CONNECTING RODS �a}� LOCK LOCATED AT 42-1/2'FROM BOTTOM 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER 00. U INACTIVE eF• 29 E822 FLUSH BOLT CUP NYLON 2 POINT LOCK ASSEMBLY BY INTERLOCK USA INC.' 30 DWIRC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2°DIA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 DLDIWB WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC AT HEAD AND S01 THROW BOLTS ATTACHED TO LOCK BY 3/8°CONNECTING RODS 810 X 3/4- 2 ACAPTER1 FH SELF DRILLING SCREWS - - LOCK LOCATED AT 42-1/2°FROM BOTTOM 34 - 2/UTE SETRND BLOCK, 1/4°X 1/2°X 4°LONG EPOM AT 6°FROM EACH END,DUROMETER 65*5 35 - 2/2 SETTING BLACK, 1/4'X 3/4°X 4'LONG EPOM AT s°FROM EACH END,DUROMETER BBtS OPTION B2 0 ACTIVE I GpF: C CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY'KMIKSET'LOCATED AT 39-1/4'FROM BOTTOM .SEALANTS• KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4°FROM BOTTOM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH m CONCEALED FLUSH BOLTS BY'SUWYAN&ASSOC.' SCHNEE MOREHEAD JM5504 SEALANT, c m 1/2°X 2°THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE .HINGES* o e LOCATED AT 10-51e'FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH(2)88-32 X 1/2°FH MS 3-1/Z°X 7-5/8'X.122°THK.EXTRUDED ALUM HINGE S O INACTNE IFAF: PART#FD-107 BY SULLIVAN&ASSOC. 3 HINGES PER LEAF CMS 1 Z Engr.JAVAD MALI CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' BOTTOM HINGE AT 10-1/4°FROM BOTTOM CIVIL 1/2'X 2°THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4'FROM TOP FLA 9 16692 g HEAD AND SILL CENTER HINGE AT MIDSPAN(35'G.C.MAX.) IS1•� 3838 MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED MOTH 810 X 1 FH SMS + OF LEAF STILE LOCATED AT 10-5/8°FROM TOP AND BOTTOM (5)SCREWS AT HINGE STILE LOCI FASTENED TO STILE WITH(2)88-32 X 1/2°FH MS (6)SCREWS AT FRAME JAMB dn7wmg no. NCTE: LOCKS MUST BE ENGAGED DURING W1 Z-OS PERIODS OF HURRICANE WARNING. sheet 7 of g 4.000 1.750 078 .519 - .394 .130 �u A78 .803 ,04g .803 .OSO 3 ,045,.85 4.031 1.047 1.172 C 4.750 C 2082 to GLAZING BEAD � GLAZING BEAD is GLAZING BEAD 9/18°GLASS 7/18°MSS INSUL.CLASS y 1 DOOR FRAME HEAD/SILL C� V tso7 p c 4.000 t.so7 QQ� 7 LEAF TOP/BOTTOM RAIL v a 1.625 4.719 4.719 LL ggg� 4.781 •� 3.719 •078 O .078 1.7� 1.507 8.250 1.500gI 7.531 I�.312 4.000 Q N 9 LEAF HINGE STILE 082 Id nZ 5.344 4.000 a LEAF W'STRIP ADAPTER �� '.� .094 1 la Z � M I 00 SIDELITE TOP & BOTTOM FRAME II '1 2.081 1.750 t.750 .312 .442 Z .078 .328 �r- -� .078 7A 9° BOTTOM RAIL 12 L584 O O r W b-1.812 t0 LEAF LOCK STILE 1.507 LEAF AUGNMENT BRACKET 2 FRAME COVER 5.3" 7so�.zet O r.078 .887 .OSO ±.797 1.507 1.750 aoet 1.574 .125 3.781 .125 1 3719 078 iS4 11 4•� 13 LEAF CLAMP to SNAP COVER LEAF ASTRAGAL STILE HINGE BACK-UP PLATE 9.000 m 8 281 m o Id 1.500 --m 1.00 18 ._m-1 .825 .719 8 .719 SIDEUTE MULLION REINFORCING �< 0 .078 NAD Fr. M*" g 4.000 4:000 4.188 FLA. gry 25 �• is L78 2.097 LH 1 7 �--4.� � .078 O , 0 drotroing no. JUN 2B202 W12-08 3 DOOR FRAME JAMB 5 SIDEUTE FRAME JAMB SIDEUTE 9° BOTTOM FRAME a SIDEUTE SUP ON JAMB aheet g of 9 re 62) �(� 8 N O � / j a A Q1 DOOR FRAME CORNER SIDELITE FRAME CORNER SIDELTE SLIP ON JAMB CORNER $oM o^n W�,� � 0 so ° IG I �y) �0111� p 1 I 0 C N Engn.MMO AiMO 0 q mm FLX PE " Q QM 8 drawing no. LEAF CORNER ^' 2��2 W12-08 sheet g of 9 t M 1®� MIAMI D ADE COUTY,FLORIDA a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Sbve4 Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vwvw.miamidade.aovleconomv 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 50"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-40, titled "EC"uard Series-50 Alum S.H. WDW. (L.M.I.)"; sheets 01 through 04 of 04, dazed 07/18/12, 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, 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 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. 12-0820.08 MIAMbDADE COUNTY � Expiration Date: November 21,2017 „ 1 Approval Date: November 21,2012 Page 1 Eco Window Svstems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-40, titled "ECO-Guard Series-50 Alum. S.H. WDW. (L.M.L)", sheets 01 through 04 of 04, dated 07/18/12, 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, Type "A-A" Window, Grade 10, Level LV 1 per ASTM F 588-07 and per FBC 24113.2.1,TAS 202-94 7) Standard Test Methods for Deglazing Force of-Fenestration Products per ASTM E 987-88(2009) 8) Standard Test Method for Determination of Operating Force of Sliding Windows and Doors per ASTM E 2068-00(2008) along with marked-up drawings and installation diagram of a single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6951, dated 07/02/12, signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor calculations and structural analysis,complying with FBC 2010,prepared by Al Farooq Corporation,dated 07/23/12,signed,sealed and dated 11/07/12 by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-1102.11 issued to Solutia,Inc.for their"Saflex Clear and Color Glass Interlayers"dated 06/14/12,expiring on 05/21/16. Jaime D.Garcon, .E. Product Control Section Supervisor NOA No.12-0820.08 Expiration Date: November 21,2017 Approval Date: November 21,2012 E-1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by Al—Farooq Corporation,dated 07/1.6/12,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-6951, issued by Fenestration Testing Laboratory, Inc., dated 07/02/12, signed and sealed by Marlin D. Brinson, P. E. 3. Proposal issued by Product Control,dated 04/11/12,signed by Jaime D. Cascon,P. E. G. OTHERS 1. None. Jaime D.Gaston, .E. Product Control Section Supervisor NOA No.12-0820.08 Expiration Date: November 21,2017 Approval Date: November 21,2012 E-2 DESIGN LOAD CAPACITY-PSF FLANGE DIMS. 5/I6 LAM.GIA99 53 1/8° WIDTH Hmw EXT.(+) INT.(-) WINDOW WIDTH g 19-1/8, 58.0 60.0 Z 26-1/2° 55.0 BD.O 47 3/4° 37" 26) 58.0 80.0 O.LO. (FlX. UT 0 F 44° SS.O 80.0 I 53-1/8° SS.O Sao 8 1/2°MAX. 10 2e �oJ 19-1/a" 55.0 60.0 1/8"ANN.GLASS t HEAD 6 S 25-1/2° 35-3/8, 55.0 80.0 A N W - 090'INTERLAYER S O h 53.0 aD.0 44" (4) 55.0 60.0 SAFLIX SY�SOLUTIA! 53-1/8° SS.o GO.(] 1/8"ANN.GLASS 5 a 19-1/8° 55.0 50.0 io 26-1 37/2° 50-5/8° SS.O 80.0 D 3 a DOW 44" (5) ss.o Bao ss9 53-1/8• 55 BO.D 56.0 60.0 26-1/2• SS.O 80.0 3r 55.0 BOA 44" (a) SSA 80.0 53-1/9° 55.0 60.0 8 ffm \ a3 76°(B) GLAZING DE1'AII. rl NO ANCHORS AT SILL a0 NO. IN ANCHORS PPARENTHESIS INDICATE NO.OF (SURFACE APPLIED) '�j 3 m n OPTIONAL 47 3/4° 0 O D.L.O.(VENT) lis a -� .50 1/8" �1 Z VENT WIDTH O^�v TYPICAL ELEVATION ECO-GUARD SERIT+S-SO TESTED UNITS o ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE c COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER � WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. ID �Z LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL NOAO WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. WOOD IOADS TUCKS Y OTHCRIMUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. a ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Ertgr JAVAD W Q EMBEDMENT TO BASE MATERIAL SHALL.BE BEYOND WALL DRESSING OR STUCCO. C FL4 p''78yg2 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAK NOTE: NOT PART OF THIS APPROVAL GLASS CAPACITIES ON THIS SHEET ARE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. BASED ON ASTM E1300-04 (3 SEC. GUSTS) MATERIALS INCLUDING BUT NOT LIMITED To�TEEL/METAL SCREWS,THAT drawing no. DECLARATORY STATEMENT DCA05-DEC-219 REQUIREMENTS OF THE F AND FLORIDA BUILDING COMMISSION COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W12-40 FLORIDA BLDG.CODE SECTION 2003.8.4. L 3,201f cheat 1 of 4 t gY TYPICAL ANCHORS TYPICAL ANCHORS WOOD BUCK SEE ELEV. SEE ELEV. RUCK S 44 FOR>QPAgP1G FOR SPACING 1"�,------------------T OR /A w .d° °d DRT.° a'a'd'• 1 I MIAMI-DADE COUNTY APPROVED i WAD RE �Y e a METAL I I MULLION&MULUON ANCHORS I "EDGE ISEE SEPARATE NOA I0 i 1 EDGE EDGE 0 DIST. 1 11 O - �-= 1 =-__�=____�- F3 A t.... i.I. T �sEE�EL°EV� TYPICAL ANCHORS C& Q FOR SPACING SEE EL F Q FOR SPACING r WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1 AND TRANSFER THEM TO THE BUILDING STRUCTURE, V TYPICAL ANCHORS: SEE El".FOR SPACING U1 72 S 1/4' DIA. TAPCON BY 'ITNP N-120 KSI,FY-92 K9) 1/4' 0 A ULTRACON AY 'FT O' (Fu-177 M.Fy=155 KSI) a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O O 5 1-1/2° MIN. PENETRATION INTO WOOD °� ro = 14 to THRU 1BY BUCKS INTO CONC. OR MASONRY 30 0� a i a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ZwC DIRECTLY INTO CONC. OR MASONRY z$ i78 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O;i !. 1/4' DLA_ TEKS OR SELF DRILLING ING St`on!� (GRADE S CRS) L-6-1 U�w 1 INTO METAL STRUCTURES --- - -- 1 ALUMINUM STEEL GA. MIN. (6063-T5 NMIN.) ° (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ! 814 SMS OR SELF DRILLING IN SCREWS (GRADE 2 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') o r' (NO SHIM SPACE) 1 I 13 TYPICAL EDGE DIST N IMO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE - 1" MIN. th 1�+ INTO METAL STRUCTURE = 3/4° MIN. c m O 1 CONCRETE AT HEAD> SILL OR JAMBS Cc = 3000 PSI MW. i°e �� C 90 HOLLOW/FlLLED BLOCK AT JAMBS I'm 2000 PSI MIN. IT 2 D3DD g � n + °• 44 a " FLA.PE 70392 CC> " 4 4 d .a JU ��1012 m ° e SEALANT a D 3/a°LONG WEEP NOTCH ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W1 2-40 " AT EACH END JOINT SEALER. sheet 2 of 4 TTEM g PART @ HIM DRSCRUMON MATERIAL MANP./SDrPLum/BEMARBS ( W 1 E51 1 FRAME HEAD 6053-T6 _ g 2 E52 1 FRAME SELL 6063-T6 N 3 E53 2 FRAME JAMS 6083-T6 - O 4 E54 1 FIXED MM RAIL 6063-T6 _ £AI! sal 5 E55 1 VENT TOP RAIL 8083-T8 i - � l� 6 E56 I VENT BOTTOM RAIL 6083-76 7 E57 2 VENT SIDE RAIL 6053_76 5 E58 AS REDD. GLAZING BEAD(5116°LAM.GLASS) 6063-TB - a _ 9 C59 2/VENT SASH STOP 6063-T6 12 SL203P 2/VENT SWEEP LATCH ZAMAK SULLNAN&ASSOM 12A IS X 5/8' 2/LATCH LATCH MST.SCREWS ST.STEEL FH SMS Q 13 FY-113 2/VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH CC MIAMI-DADS COUNTY TYPICAL.ANCHORS 13A - 1/LATCH LAT04 SPRING Sr.STEEL APPROVED MULLION SEE ELEV.FOR SPACING 14 08 X 1' AS REDD. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS SEE SEPARATE NOA 16 E207 AS REDD. BOTTOM RAIL SEAL-SERIES 101 NEOPRENE ULTRAFAB :y31 16 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFA9 15 W23181 AS REDD. FIN SEAL W'SIRIPPAIG - ULTRAFAS II I 20 - 2/VENT SLOCK AND TACKLE BALANCE - - I 1 21 E80 2/VENT SASH CAM NYLON J H H 22 - 1 5/18'90X SCREEN - OPTIONAL N I1 I I 23 - AS REOD. SETTING BLOCK NEOPRENE DUROMETER 75*5 x+ qL 1 I vT v II II 11 I I 1ta-{ I WINDOW WIDTH e, OWINDOW WIDTH O_M TYPICAL ELEV Z 3 SEE FOR SPACNG Z c� � Wa1� � 1/4-MAX 1/4'MAX. 1/4'MAX. SHIMS VENT WIDTH WOOD BUCKS SHIM 18 7 20 v,° TYPICAL ANCHORS TYPICAL ANCHORS c FOR SPACING FOR SPACNG Lm STRUCTURE a 14 3 EXTERIOR o r D.L OPO. _ E JAVA AD. 'o O FLA PE A 7= CAN.35� WINDOW WIDTH rmmpTY�B�DLdre •v8 drawing no. er 2320 1 W12-40 Sheet 3 of 4 2.183 1.239 M .082 088 1.� iYP, gIUIJI� N .828 .831 2.133 .002 T 0 J 7d �.975 FRAME HEAD .879 2.887 Igo .aez n 828 O FRAME JAMB C 080 1.719 '324 0 4 1.094 �' K .828 A00 TYP. � 1 Dal a 1.001 .789 ® FIX. MEETING RAIL Ue GLAZING BEAD -� -t U g �, t Os0 d 1.203 VENT TOP CORNER .-088 'OM '{182 t.i2s rn'• 0) t 7S0 Bg0 Tp, ,875 FRAME TOP CORNER .3e4 082 875 �7 VENT SIDE RAIL 98-12 ® VENT TOP RAIL n Z �J �g .978 14 � Z 1.895 t� .082 ��,, W m 1.018 .028 .082 0 1�9 1.120 a. (,9 SASH STOP 1.247 % e .878 Q VENT BOTTOM RAIL 1' .078 1.448 -2,2511-1 VENT BOTTOM CORNER 14 g °c 082 1.700 13 SPRING LOADED LATCH FRAME BOTTOM CORNER =' 2.440 E.nr..JAVAD A WAD p L FLA. QOM g C pgg y�� 8 tt6a CAN.3038 NsATI- 2�s7 l(4� •�� drawing no. Q FRAME SILL By J 2 W12-40 at 4 of 4 MIAMI-IDADE MIAMI-DADF.COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474. BOARD AND CODE ADMINISTRATION DIVISION T(786)315-a590 F(786)3I5 2599 NOTICE OF ACCEPTANCE (NOA) www.mlamida ftuftra Eco Winslow Systems,LLC. 7955 NW 77""Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having 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 11500 ECO—Guard"Outswing Aluminum Casement Window—L.M.L APPROVAL DOCUMENT: Drawing No.W11-05,titled"S-500 Alum.Outswing Casement Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02123/11,with revision B dated 01/31/12,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small.Missile Impact Resistant. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety: INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-0309.06 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 12-0223,27 M ° scmi, t Expiration Date: May 19,2016 ra Approval Date: May 03,2012 Y10410 1 2 Page 1 Boo 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 B dated 01/31/12,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 24113.2.1,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 HETI-10 3144,dated 12/29---30/10,all signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2007, prepared by Al Farooq Corporation,dated 03/01/11,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#11-0309.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacrte®PVB Interlayer"dated 09/08/11,expiring on 12111/16. 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. G. OTHER 1. Notice of Acceptance No. 11-030.9.06,issued to Eco Window Systems,LLC for their Series"500 ECO-Guard"Outswing Aluminum Casement Window—L.M.I." approved on 05/19/11 and expiring on 05/19/16. Manuel Perez,P Lproduct Control Exam NOA No.12-0223.27 Expiration Date: May 19,2016 Approval Date: May 03,2012 E-1 3r 4% $ wINDGW WIDTH � � . vENr�anmH ZC FALSE A111N11NS 29 3/8' 118"TEMP.GLASS (SURF AE LIES O.L OPQ. p, 3/8"AIR SPACE A o 7i 1/8"HEAT STREN'0.t11AS3 1/8'HEAT STREN'D.CLASS ` .090 WtERLAYER 090 INTERLAYER ggp9�i BUTACITE PVB BY'DUPONT' SUTACITE PVB BY'DUPONT' 118'HEAT STREND.GLASS 11W HEAT STREN'D.Cuss 6 C 1 _ �r coRwwo Beg �� v«�ranwG B99 v� ` ton h -{- t� 3 9 I 9 118 - -- U _ p \VI u NOTCH BLOCKS AT IPILEO LAM,CLASS eo NOTCH GLAZING BEAD LEO TO CLEAR BLOCKS GLAS51 TYPE 'A' GLASS TYPE 'AA' MAX. 8 POINT LACK GLAZING of orts r MAX z 12 LOCKING POINTS_/Z, SELL. CFOAM70& 3 SIX CHART WOW.HEIGHT NO.OF TYPICAL ELEVATION U P.UPTO AT SASH W FN KEEPERS 28" z o 3B-3/8* 3 50-4/8, 4 ECO—GUARD SERIES-500 Be 5 78' s ALUMINUM OUTSWING CASEMENT WWOW rig APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MAXIMUM DESIGN LOAD RATING o+ 70A PSF 8 COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER (FOR UM SHOWN DESIGN N L AU.ER) - 75.0 PSF WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING $ MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. r Fn THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o' REQUIREMENTS THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATTED FOR LARGE& SMALL MISSILE IMPACT. g<m WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED., LOADS TO THE STRUCTURE ttgr. lA P@ODUCTRBVf8S0 (� ANCHORS SHALL BE AS US= SPACED AS SHOWN ON DETAILS,ANCHORS q�7Dbe2 �a�YmBWUh�P10f1� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR OF THIS OA��AL CONDITIONS NOT SHOWN IN THESE OETAILs ARE NOTE: � �0 76 1 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS C APACMES ON THIS SHEET ARE 2012 drawin no. MATERIALS INCLUDING BUT Nor uMnT D ro // AL SCREWS,THAT BASED ON ASTM E1300-04 (3 SEC. GUSTS) 8 COME INTO CONTACT WITH OTHER DISSIM9AR�A S SHAD MEET THE ANO FLCfRIDA BUILDING COMMISSION ��1._05 REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. DECLAPATORY STATEMENT DCA05-DEC-218 ehaet 1 of g • TYPICAL.ANCHORS r IBY WAD BUCK FFOE OR S TY G TYPICAL ANCHORS AA% 4_ V SEE SPAC `A • .. FOR SPACING f--------------------__ �'1 .I- .• e• e 4 0'a,• 4'n a,.n .4 - ' IMWdI-OADE COUNTY APPROVED I I!MULLION&MULLION ANCHORS I I "1 $ a a IISEE SEPARATE NOA O O 10 t�•• - t � iR3 2 Ian s TYPICAL ANCHORS TYPICAL ANCHORS S SEE ELEV. SEE ELEV. FOR SPACING FOR SPACNG I I I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. TYPICAL N� CHORC: SEE ELE+I,FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4"DIA. TAPCON BY 'TTW (Fw120 KSI,Fya92 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 144"DIA, ULTRACON BY 'ELCO' (ru=m Ksl,Fymiss KSI) Vl INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD A ai TWRU 1BY BUCKS INTO CONC. OR MASONRY 0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY tit///111 ° DIRECTLY INTO CONC, OR MASONRY i 0i 1-1/4° MM. EMBED INTO CONC. OR MASONRY z �WC •#14 SMS OR SELF DRILLING SCREWS (MME 2 CRS) 3 INTO METAL STRUCTURES STEEL : 1/8" THK, MIN. (Fy = 36 KSI MIN.) 85 U rnW ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.) � W�� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) O 612 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') 5 (NO SHIM SPACE) 13 TYPICAL_EDGE DISTANCE INTO CONCRETE AND MASONRY m 2" MIN. INTO WOOD STRUCTURE = i" MIN. $ g t INTO METAL STRUCTURE = 3/4" MIN. OCONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIDI. e ro P t0 1 ' 18 C-90 HOLLOW/MaD BOCK AT JAMBS Pm - 2000 PSI MN. o g EI I I � a- • ' < .JAYAD 1!RODUOI'REV1360 •o 'a.. �. :FLA. E eP Y�BWGhOtOF1��1By I `�t .Q._ .a .e a .;.� 'v.. " .. CAN.b9]8 70502 SEE ELEV. cwo NoN a e a I ORS FOR SPACING +• " � �•ANCHORS '• j. .D �e aging no. WOOD'8= FOR SPACING •I,ai. W11-05 sheet o1 g ,/4"MM ,/ O „ SHM ,i4"ttAK. Z C+ 8 O SHW TYPICAL.ANtstGls TYPICAL ANCHORS roY000 eu SEE REV. F: FOR SPACING __M___ SCREEN OPT ..��..�� a FDR SPApNO - D Utz • � LL N SRRICTI1RE . e 7 e ter W t EXTERIOR a WOOD BUCK TYPICAL ANCHORS SEE ELEV, DJ.OPO. FOR SPACWO VENT WIDTH WINDOW W OM V! w z a� APPROVED MULLION o O SEE SEPARATE MCA ^jy TYPICAL ANCHORS p SEE ELEV.FOR SPA4:RI6 n tt SEP tt tt � 8 WINDOW WIDTH WINDOW WIDTH m g<m 0 0 B� =REVIM g fC Date i BY wowng IM119 05 eheat 3 e�8 METAL ro�� , �.ANCHORS j l Mwm-oAGE couNrY APPROVED 1 P >•G P o ASEE ELEV.FOR SPACING ,1 MULLION&MULUON ANCHORS 11 is.. > y• •.' I+SEE SEPARATE NOA i O J P !1 Ij 7d ------__nANCHORS® 1 ,g 1 18 ALr. TYPICAL ANCHORS TYPICA eS�r FOR ELF SPA G SSE N ci 0 � �M 4 � Q��Sii 1/SHIES . S 1S g o 8wP • E — N 0 a TYPICAL ANCHORS SEE ELEV.FOR SPACING a p TYPICAL SEE ELEV.FOR ANCHCMS ACING a .4'.. i as 6 -U5** q "O �m ALT. 18 INSTA?•T.AMN DETAT_i- — — 5 9VITH FLUSTT AMR P R E�/r JAV!u,a AG PRODUCT Rgylggp e cmb .p• y. / .y Al No ZQI2 gr W11-05 shoat 4 of g • 2.780 ITEM PARR 0 QUANTrrY 1nSCR1PR10N MATENAL MANP./ �U I E501 4 FRAME HEAD/SWJAM8 BOBS-T8 - .SDO 2 E802 4 VENT 8083-179 1 1.330 3 "toe AS REX10. CL=NG BEAD(IAN.OLAS3) BOB3-178 - g � 3A F505 As REO0. MATING BEAD QN$UL LAM.MASS) 6001-TB .062 4 00 A8 REQO. SNUBBER-VENT.FULL LENGTH 6083-TB - 4A E809 AS REOD. SNUSSER-FRAME.FULL LENGTH 8083-TB - .078 2.821 8 E508 OPTIONAL SCREEN FRAME 4f. $oB3-TS ££ELLL t 7 610%t-t/4° AS REQa FRAME AND VENT ASSEMBLY SCREWS - H 1YH 4M4 - $ E203 AS REQD. OLU WEATHERSTRIPPIND,DUROMETER BS SANTOPRENE ULTRAFAB OA; 9 E203 AS READ. OIAZING BEAD SULK.OUROMETER 88 SANTOPRENE ULTRAFAB 8 a 10 35.12.OD.400 2/VENT 4 EAR HINGE.AT TOP AND WMM STEEL TRUTH,INSTALLED WTH(2)JtO%81B°SOB Y p 11 13098.82 1 MULTI POW LOCK SYSTEM ZAMAK TRUTH �t FRAME HEAD/SILL/JAMB 12 - 8/VENT KEEPER �, _ pg 13 - 1/VENT ROTO OPERATOR STEM ZAM TRUTH CD C 2.384 14 PS140-SS 2/CORNER FRAME~CORNER KEY Sr.STEEL 1.330 18 FY120 AS REOM RUSH FRAME ADAPTER I 8083-178 OPTIONAL ,B 3 ANn SAO SKATE NYLON MB.M PLASTICS 17 010 X 1-1/4° 2/SKATE FH 304 SKATE SCREWS 18 08 X 3/4" AS REQa FH SAS SNUBBER SCREWS - W PAM Y APART.PANS SPAfMO AT 7-3/4"O.C. 19 - 2/LRE SE m BLOCK,3/1EY X 3/4'X 4°LONG NEOPRENE AT 8°FROM EACH ENO.WROMEEER 88 � V 2.094 .372 20 FLO-SO - MASS SPACER- 1/8"H10H SILICONE FRANK LONE J �7_1 2.813 J 898 N .710 590 SEALARTT: ALL JOINTS AND FRAME CONNE&ONS SEALED WITH Wow SCHNEE—MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. O VENT 2�8 $Q 3: .082 LOCKS: ^ 8{ 519 788 A LFRAME JAMB SYSTEM #13096.92 BY 'TRUTH' $ ^.. LOCK OPERATOR #24.33.)(X.004 AT 8-1/2" FROM SILL r 2Stt FASTENED TO JAMBS WITH (2) #10 X 5/8"SMS. 83 V 0� LOCK BAR SECURED TO JAMB WITH LOCK GUIDES W n 1s FLUSH FRAME ADAPTER X33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) IQ10 X 1" P PH SMS tU)47 1.780 STAINLESS STEEL KEEPERS X31984.92 AT VENT ® GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8" P FH SMS A93 SEE CHART ON SHEET 1 FOR QUANTITIES a .13D 1.760 HINGES_ : $Dy 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' 048 LOCATED AT TOP AND BOTTOM CORNERS 493 FASTENED WITH (2) #10 X 5/8° P PH SELF DRILLING SCREWS 7.172 s OPERATOR: ®GLAZING BEAD (INSUL LAM. GLASS) t4 CORNER KEY SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' a m LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS .2a6 .248 OPERATOR TRACK 030175 AT BOTTOM RAIL ngr.am-"" ., FASTENED WITH (2) #10 X 1" P PH SMS PgOA1K'1R6VL48D .80 .tzo .780 B '.• ' /21f10 PloJitTeztq g . ., ,39 iro I ) ANTI—SAG SKATES Hasa .720 �� VINYL ANTI—SAG SKATES BY 'M&M PLASTICS' By (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS M11emi drawing no. (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE , �� _arJ ® SNUBBER —VENT ® 5NUf3BER _ FRAME EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. sheet $of g 4"U 8 14 a 14 gd Yl ZM ENT CORNER FRAME CORNER G<CI 1 .FIA.PE A 7{0692, 1�i �w1f6619p�0fjde g •�_ cJ4lL�0 �, 202 , droving no. W11-05 sheet g of g it 4 r MIAMMCIAM MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 1 1805 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) .mismidade.govinera Eco Window Systems,LLC. 7955 NW 77*Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having 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"550 ECO--Guard"Aluminum Fixed Window=L.M.I. APPROVAL DOCUMENT:Drawing No.W11-10,titled"S-550 Aluminum Fixed Window(L.M.I.)", sheets I through 6 of 6,dated 02/28/11,with revision A dated 01/30/12,prepared by AI Farooq Corporation, signed and sealed by Javad Ahmad,F.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#11-0309.07 and consists of this page I 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.12.0223.28 MtAMi DARE COUNTY Expiration Date: May 05,2016 OO1 Ilk- Approval Date: May 03,2012 Page 1 i Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W11-10,titled"S-550 Aluminum Fixed Window(L.M.I.)",sheets 1 through 6 o€6,dated 02/28/11,with revision A dated 01/30/12,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 an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. -HETI-10--3145,dated 12/29/10,signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA#11-0309.07) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201--94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10 3146,BETI-10 3147 and HETI-10 3149 dated 12/29/10,all signed and sealed by Candido F. Font,P.E. (Submitted under previ©us NOA#11-0309.07) 3. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI- 10 3148,dated 12/29/10,signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA#11-0309.0 7) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2007, prepared by Al Farooq Corporation,dated 03/0111, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#11-0309.07) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) Manuel Pe P Product Control E er NOA No.12-0223.28 Expiration Date: May 05,2016 Approval Date: May 03,2012 E-1 Eco'tWindow Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11116. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 30,2012,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3145,HETI 10 3146, HETI-10 3147,HETI 10 3148 and HETI-10-3149,issued by Hurricane Engineering and Testing, Inc.,dated 12/29/10,signed and sealed by Candido F.Font, P.E. (Submittepi under previous NOA#11-0309.(17} G. OTHER I. Notice of Acceptance No. 11-0309.07,issued to Eco Window Systems,LLC for their Series"550 ECO-Guard"Aluminum Fixed Window—L.M.I.",approved on 05/05/11 and expiring on 05105116. Man P.E. Product Co troI er NOA No. 223.28 Expiration Date: May 05,2016 Approval Date: May 03,2012 E-2 WINDOW WIDTH O.L OPG. (SURF APPUm) Z i THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. a it SHUTTERS ARE NOT REQUIRED. h FCO—GUARD SERIES-550 --a� - Ir---- 3 J r----- DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. g 4 ii f APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE €€ d 1I COMBINATIONS OF RX./FIX. OR FOTED WITH OTHER WINDGW TYPES IN MODULES OF TWO OR MORE WINDOWS USING '+ MIAMI--DADE COUNTY APPROVED MULLIONS IN BETWEEN. J LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL E1 1 WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE W S REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). Z Ion 10 X. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER MAX. W MAX. LOADS TO THE STRUCTURE HEAD HEAD/SILL m 3: sru CORNERS i EMBEDMENTT70L�SE�MATERRIIALL SHALL BE BEYSHOWN WALL DRESSING OR STUCCO. � z ]1� NOT PART OF OR THIS APPROVAL TTK1N5 NOT SHOWN IN THESE DETAILS ARE I O t A LOAD DURATION INCREASE IS USED W SIGN OF ANCHORS INTO WOOD ONLY. V� MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREM,THAT W n COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 118°TEMP.6WS5 i REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 3/8°AIR SPACE I1 1/8°HEAT 51T1<TIp.GLASS 1/8°HEAT STROVD.GLASS i 3/18°HEAT STREN'D.GLASS o 090 WTERIAYER .090 INTERLAYER I 090 INTETd.AYER °R BUTACITE PVB BY'DUPOM° BUTACITE PVS 8Y'DUPONT' .I SUTACITE PVB 8Y'DUPONY 1/8"HEAT STREN'D.GLASS ppp... 1/8"HEAT 51R£N'0.CLASS i 3/18°HEAT STREN'0.CLASS SUCONE 06W CORNtttl6 899 1 9 D CORNING 899 D�NCORKM 899 _ iD m R 8 w 8 y 3 8 I II ea it II ' 7 7 R ji 7 F.ngn'JAVAD PRODUCrRWM cra °r ? c CAN, PE 90Sgq eel B+ewI81 Fl6lI� g �' NO SETTING BLOCKS AT INSUL LAM.GLASS 'SN8 Date _ TO CLEARBEAO LEG TYPE ��, .Md drawing no. CLASS Ts 'A' .GLASS TYPE 'AA' GLASS TYPE 's' W11-10 GLAZING OPTIONS sheet 1 0!6 r DESIGN LOAD CAYAIaRY-PSF 'B' INT.(-) 7$A 7&0 7a0 79A Tao 7a0 7a0 7a0 710 7a0 7a0 Tae 73.8 73.8 75.0 78.0 Tao 78.0 739 88.4 8&4 78.0 7a0 79.0 79.0 73.8 88.4 7SA 75.0 75.0 78A 739 75.0 78.0 7a0 7a0 79.0 75.0 78.0 750 7aD 79A DS3[GN LOAD CAPACPPY WINDOW DI678. OLASB TYPE'A' tlODTH(5)LENGTH(L) E7ST.(+) 7NL(-) 28-1/2° 7a0 78.0 32• 70A 78A 37" 7a0 75.0 42° 81.7 88.1 as° �s/e° sao e7.e 93-1/8° 81.2 849 SB° - - �• - - 83" - 28-1/2° 70.0 78.0 M. 70.0 78.0 37• 70.0 7BA 42° 87.7 BB.t 48• � - $3-7/8' - - SB° - - eo° - - 83° - - 2e-1/2° 70.0 79.0 32" 70.0 78.0 37° 70.0 78,0 42° 76" - - 487 53-1/8• - - 28^1/2° 70A 78A 32° 70.0 78.0 37° �° - - 42" - - 48° - - 28-1/2° 7Q0 79.0 32° 70.0 79.0 37' 7i4° - 42° - - 48" - - 26-1/2' 70.0 754 32` - - 37° HE- 42° - 28-7/2° Tao 7aa sz" 37° - 42° - - -PEP OLASB t°YPE'AA' 61.A$B TYPE'8' E%G{+) 1Nf.(-) E7TT.(+) INT.(-) 7a0 7&0 70A 78.0 70.0 78.0 7Q0 78.0 i0A 78.0 70A 73.0 70A 79.0 70.0 78.0 Tao Tao 70.0 75,0 7a0 78.0 7a0 75.0 70.0 78.0 70.0 75.0 7a0 7SA 70.0 79.0 70.0 78.0 70.0 7SA 70.0 7SA 70.0 78.0 70A 78.0 70.0 7SA 70.0 7$.0 70.0 79.0 7oA 75.0 70.0 75A 70.0 78.0 70.0 75.0 70.0 7a0 70A 75A 86.4 77.1 8d4 71.1 B2o • 66.4 62o esa 99.0 83.2 59.0 s3s Tao 75.0 Tao 75.0 70A 75,0 7a0 7a0 70.0 78.0 70.0 78.0 7a0 7SA 7a0 7a0 75.0 70,0 78.0 740 78.0 70.0 7a0 70.0 79.0 70.0 78.0 70.0 78.0 70.0 9a0 70.0 78.0 7Q0 7SA 70.0 78A 740 78.0 700 75.0 70.0 7$A 70.0 78A 70.0 78.0 70.0 78.0 70A 78.0 70.0 7a0 7a0 7a0 70.0, 780 7a0 7a0 70.0 7SA 70.0 7a0 70.0 ' 75A 7a0 78.0 70.0 75.0 70.0 79.0 70.0 7a0 70.0 78.0 70.0 7a0 T0.0 7&0 70.0 7sA Tao Tao 70A 78A lap Tao 70.0. M. 70.0 Tao 70A, 780 70.0 75.0 NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). W L J / WIM AND LENGTH DIDEEMNS CAN BE CMENTW VF7211CALLY OR HORIZONTALLY AS SHOWN ABOVE o"" as PRWUC't•RSVMM US. 77H•PECrpt76592 gwilh aAN.383°86 poogpmneoNq / �� 201� BY �tr t' a 1��/ a ti y �� X2110 � j WIWIJ077 DIEtB. GIASS TYPE'A' tttd88 9'YPE 'AA' GLAbS TOPS WIDTH(YY) L£NtiTFI(L) F7fG(+) 1M.(-) E7G.(+) 1PIL(-) F7IT.(+) 30° 38" 42• 48° $a° BO° 88° 70.0 78.0 70A 7&0 70.0 76A 7SA 70.0 7a0 7a0 48° 81.7 84A 88.7 879 70.0 70.0 75A 7a0 7a0 70.0 9a.o s79 70.0 79.0 70.0 - - 70A 7a0 70.0 - 70A 7SA 70.0 3p° 38° 42° 48° s4° BO° B8° 70A 7U- 87.7 79.0 7&0 68.1 70A 70.D 70.0 78A 7 10 78.0 70.0 70A 70.0 94' 84.0 87.6 740 78.0 740 - - ea9 Ba9 T39 739 88.9 8a9 - - 8a9 739 Bag 30` 36° 42• ae° sa° 80° 88" 70A 7SA 70.0 79A 70.0 70.0 7SA 70.0 78A 7a0 3 S U M 0 n0 §n� 77 w eta sal Tao 780 70.0 eo° - - Tao 7i8,9 78A 739 Tao ee.s - - 820 8a4 82.0 - - $20 MA 820 �" 38° 4Y ae° 54° 60° 70.0 78.0 70.0 78A 7a0 70.0 7a0 70.0 . 75.0 70.0 Be. 81.7 - 68.1 90.0 740 75.0 78A 70.0 70.0 - - ea9 73.8 8a9 - - 820 88.4 820 30" 38° 42° 48° 70.0 78.0 70A 78A 740 72' 70.0 - 79.0 70.0 70.0 Tao 75.0 70.0 70.0 - 70.0 88.9 75.0 73.8 7QA 88.9 30° 38° 42° 48° 70.0 lap 70.0 78.0 70.0 �° 70.0 - - 75.0 - - 70.0 70.0 70A 78.0 7SA 7SA 70.0 740 70A 30° 36° az° ae° 70.0 78A 70A 78.0 70.0 �, - - - - - 70.0 7pA 7oA 7a0 7aa 79A 70.0 Tao Tao 30• 38° 42 70A 7$A T0.0 Tao Tao m s 80° - - 70.0 7SA 70.0 tee° g •° - drawing no. W11-10 sheet of g ° TDA 7$.0 7aa 7s.o 30° 38° 42° 98° 70A Tao 70.0 78.0 - 70A 7a0 70.0 78A 70A 7a0 740 78A ley TYPICAL ANCHORS ,won BUCK FOR wc, S 4u TYPICAL ANCHORS SEE�. APPROVED ° I_ ° a. *'A ° a': d FOR SPACNNO MULLUON&W�ANCHORS O $ LA H H a 1 a i' TYPICAL ANCHORS TYPICAL ANCHORS d SE d.Ev. SEE ESE+/. b iI j! FOR SPACING FOR SPACING !i !i WOOD BUCKS AND METAL STRU RE NOT BY ECO WOW. TYPICAL ANCHORS: SEE Em.FOR sPAcm I' 1 4° DIA. TAPCON BY 'ITW' Cn i!i! MUST SUSTAIN LOADS IMPOSED GLAZING SYSTEM / (Fw.12o KSI,Fy.92 KSI) AND TRANSFER THEM TO THE BUI WG STRUCTURE. 1/4° DA_ ULTRACON BY 'ELY , (Fu-177 KS,Fy-133 KSI) w�v W4 Ij ,r INTO 28Y WOOD BUCKS OR WOOD STRUCTURES S O !i !i 1-3/8° MIN. PENETRATION INTO WOOD 4 THRU 1BY BUCKS INTO CONC. OR MASONRY 2 3¢ :s 1-1/4° MIN. EMBED INTO CONC. OR MASONRY z $ � i WkWkWk i! j! 8? II fI DIRECTLY INTO CONC. OR MASONRY Z ri!! 1-1/4° MIN. EMBED INTO CONC. OR MASONRY !'ti A14 SMS OR SELF DRILLING ING (ORAOE 2 CRS) uS v INTO METAL STRUCTURES vF !+! STEEL : 1/8°THK. MIN. (Fy 36 KSI MIN.) O !!H! ALUMINUM : 1/8° THK. MIN. (6063-T5 MIN.) r•Hz I!j! (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I!FI 812 CMS OR SELF DRILLING IN SCREWS (GRADE 2 CRS) !I iI e !i !i 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8' I: I: (NO SHIM SPACE? TYPICAL EWE DISTANCE $ INTO CONCRETE AND MASONRY - 2° MIN. INTO WOOD STRUCTURE - 1° MIN. bi © 1 INTO METAL STRUCTURE - 3/4° MIN. 4 b a CONCRETE AT HEAD,SILL OR JAM&R t'c a 3000 PSI MIN. �o s C-90 HOLLOW/FLIED BLOCK A'(JAMBS.I'm - 2000 PSI MM. c 8 H I ,I da ° ° Ea$n J PRODucrR81lI�D •e _. c G a. FtA. CA%L ylog W9hdIBF(6� p e TYPICAL.ANCHORS ,'. TYPICAL ANBHOI� .A .° �SPACING `.WOOD a FOR 5 6 � Fmdrtet droving no. W11-10 slreat 3 of$ 4ftu Fm7zuTi t/4*MAX m —1 1/4"MA)L SHIM SHM 1/4-MAX ;w z TYPICAL ANCHORS SHIM TYPICAL ANCHORS 4 p tvR SPACING SEE agv.-, FOR SPACING v,o 213Y WOO BUC/ STRU --44— lie N—My WOOD Bucic 2--9— L NMI nIErAL EXTERIOR TYPICAL ANCHORS SEE ELEV. STRCJCTORE D.L OPO. FOR SPACING 02 WHOM WIDTH MM—DADE COUNTY APPROVED hWUXN :s SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV.FOR SPACING p 0�ie 0 z w EXTERIOR WINDOW Sim vmDCw WIDTH r FW.,MAP AIUM CM MMUCrREVMD FM PE CAA wcomAftvA&dwphft No droWing no. MEIAL TYPICA,.ANCHORS MIAMI-DARE COUNTY APPROVED Lv,- SEE ELEV.FOR SPACING MOWON&MULUON ANCHORS SEE SEPARATE NOA O D o ALT. ` ol WPICAL ANCHOR EE�CHORS 8 SEE FOR SPACING FOR SPACING Z r W� $aa z ,/a°MAX O � SHIMS ALT. O NQ � W n� 'P 4•, ,n Q 0 P ° TYPICAL ANCHORS SEE El".FOR SPACING TYPICAL ANCHORS SEE E".FOR SPACING ° ... '< 2 P ALr. C 4 1 g INSTAUATION DETAUS WPPH FLUSH FRAME ADAPTF`T; nor:ava aHe[A PRODUCTRBVI3BU u I1E X70594 mil Cm with Gwthdb °'. • .°. '` o •o. -' cn"'tea, rm 3 .k D I •.. :o P.4 •'o . P v ' . �.��1� tlrawing no. W11-10 I � sheet of g 3.001 rm PAR19 CUMIPY DIiMM-fiON MATEBIAI. MAI46'./BUPPLIRR/RffitAltt� �� F; 2.730 1 E503 4 FRAME HEAD/SILL/JRYO 9093-T8 500 2 E504 4 SNAP COVER 6m-T6 1 3 Fri09 AS RM. 0lA2WG DEAD(7/18°LAM.GLASS) 9063-T8 - Z 8 u EIS AS RM. OLA21N0 DEAD(NWL LAM.61A86) 6093-T9 - rr0 39 FYt08 AS REOD. %AZ=BEAD 5/16°LAM.QM) 9093-T9 - 1 3,094 4 910 X 1-1/4° 3/CORNER ASSEMBLY SCREWS - - C 082 2.576 8 E203 AS READ. MAM WO MU,WROMETER 05 SANTOF4tENE ULTRAFAB T£si TYP, 8 P 40-SS 2/CORNER FRAME CORNER KEY ST.STEEL - 7 FLB-99 MASS FACER- 1/6°HKD1 I SILICONE I FRANK LOWE O^:a �'• B FY120 AS REM I FLUSH FRAME ADAPTER I 9063-T8 I OPTIONAL 9 - 2/LRTE SETTOtti BLOCK,3 IB°X 3/4"%4°LONG NEOPRENE AT 9°FROM EACH END,DUROMM 66 VV ra e! .719 6IIpLLL aa) SW ANT: 6 O�3 t � ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Qt FRAME HEAD/SIWJMB SCHNEE•-MOREHEAD SM5504 SEAM SEALER. 4 i II m Q SNAP COVER T—rm � � I $ z�� 3� 1.047 I W I'm f I O Q3 GLAZING BEAD (7/18° LAM, GLASS) VI� 2.865 � .130 T— 062 + b03 ,045 .500 799 1.172 2.811�—A $ ®GLAZING BEAD (INSUL LAM. GLASS) ® FLUSH FRAME ADAPTER 1 a v s --taco � .519 —1 i FRAME CORNEA 493 AD AHMAO' � °A ' 1.750 F It 9i, alDdha F10Ik10 g i 1.047 L t ' I1gto tA0 tr .4e3 droving no. ' W11-10 ® GLAZING BEAD (5/18°LAM. GLASS) © CORNER KEY ®et 6 l MM IA CHAD MIAMI-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Stree%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) www mlamidade.gmftra Eco Window Systems,LLC 7955 NW 77a'Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having 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 199co-Guard-200"Aluminum Horizontal Rolling Window—L.M.L APPROVAL DOCUMENT:Drawing No.W09-12,titled"Bco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision B dated 01/31/12,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 Wasile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturees 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 Comity, 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#09-0312.08 and consists of this page i 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.12-0221.05 1DAR , t Expiration Date: May 27,2014 Approval Date: April 26,2012 .off t� Page 1 i Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMMED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W09-12,titled"Eco-Guard Series-200 Alum. Horiz.Rolling Wdw. (L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision B dated 01/31/12, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 11 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-08-2226A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#09-0312.08) 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 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 previous NOA#09-0312.08) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#09-031Z.08) 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 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-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#09-0312.08) mafiuel P.E. Product ContrdL&Amlner NOA No.12-0221.05 Expiration Date: May 27,2014 Approval Date: April 26,2012 E-1 Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 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 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 previous 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 2229,dated 01/15/09,signed and sealed by Candido F.Pont, P.E. (Submitted under previous NOA#09 0312 08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#09 0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al-Farooq Corporation,complying with FBC-2010,dated 01/27/12,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) Manuel Per Product Control Ex NOA No.12-422 .05 Expiration Date: May 27,2014 Approval Date. April 26,2012 E-2 r Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours &Co.,Inc. for their'9DuPont ButaciteO 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 30,2012,signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 08-1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso,P. E. (Submitted under previous NOA#09-4312.08) G. OTHER 1. Notice of Acceptance No. 09-0312.08, issued to Eco Window Systems,LLC.for their "Eco-Guard Series-200"Aluminum Horizontal Rolling Window—L.M.I.,approved on 05/27/09 and expiring on 05/27/14. Manuel Per Product Control Exa ine. NOA No.12-!i . 5 Expiration Date: May 27,2014 Approval Date: April 26,2012 E-3 72' 111° WINDOW WIDTH WINDOW WIDTH �4ft QI 3 1/2° ro a � e3 Mc AX. 4°r 3 1/2°Mc X 4• 1 0 8/8°MAX s � t$OY Q n O n yya�I � $ - � u°4 u'3 � __��_° _-�:�is== 7� n x n o ==fir=1�__ ==fir='�iG== •% � �` B B ( M MUNTIN 31 t/4° 32 3/4° F�MlX1Tm 32 3/4° 32 3/4" (SURFACE APPLIED) MAY USED D.L.OPG. D.L OPO, MAY osED D.L.OPQ D.L OPG. W VEt T 3/ EN 307/3- WIDTH VENT WIDTH Q TYPICAL ELEVATIONS Z F U2 W nQ ECO—GUARD SERIES-200 —_ ALUMINUM HORIZONTAL ROLLING INN MDO� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 1/B°HEAT STTtENO.MASS t/e°HEAT STRENb.Goss CHARTS SHOWN ON SHEETS 2. u o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 090°INTERUIYER A90°INTERIAYQi E COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER BUTACITE PVB BY'DUPONV SEMR/GIAS BY'DUPONT' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMMDADE COUNTY APPROVED MULLIONS IN BEMM. 1/8°HEAT STM-D.GLASS 1/8°HEAT STREN'D.GLASS I g LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL S9JCONE 39ICONE WILL APPLY TO ENTIRE SYSTEM. DOW CORNING 89g DOW CORNING 899 GE SCS 2000 GE SOS 2000 o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 63 s REQUIREMENTS OF THE FLORIDA BULDING CODE INCLUDING HIGH VELOCITY a m HURRICANE ZONE(HVHZ). }� m 1 THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER m m SHUTTERS ARE NOT-REQUli#b.• LOADS TO THE STRUCTURE. q ll ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 3 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. QPE 705e2 Djpwlfh ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE f0 10 / °D22J°O NOT PART OF THIS APPROVAL $ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I % C� _GLASS TYPE 'A' GLASS TYPE 'B' x�y� drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT GT114 L WQ9 2 COME INTO CONTACT WITH OTHER DISSIMILAR MA'TERWS SMALL MEET THE Lv REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. GLAZING OPTIONS i sheet ' 7 DESIGN LOAD CAPACITY-PSF(X0,OX OR XX SYLBS) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) �v S W/o raw. MTH NEW. W/0 REINF. WITH Raw. W/o RBINF. WITH REM. WDYDOW DDAS. A 9LM TYPE'A' GLASS TYPE'B' WINDOW DIMS. cLAlN TYPE'A' cLA88 TYPE a' WINDOW DD1tS. GLASS 1YP8 A' OL489 TYPE 19' W9TIH HEOff EXT.{+) TNT.(-) EXT.(+) D1L(-) WIDTH HEIGHT A EXT.(+) tw4-)l EV40 O8'.(-) WIDTH I HEIGHT A EXI'.(+) OIL(-) EXT.(+) NT.(-) Q a 26-1/2° 4 70.0 90.0 90.0 90.0 74° 2r 9 70.0 8D.0 80.0 90.0 74" 28° 9 70.0 60.0 80.0 90.0 0 37° 26• 4 70.0 80.0 90.0 80A 108-1J4° (3) 1z 70.0 80.0 80.0 Sao 108-1/4° (3) 12 70.0 8a0 80.0 90.0 93-11W (3) a 70.0 80.0 80.0 40.0 111° 12 70.0 80.0 80.0 20.0 111° 12 70.0 80.0 80.0 90.0 74" 8 70.0 90.0 80.0 90.0 74` 38-3/8° 9 70.0 8110 80.0 90.0 74" 38-3 8" 9 70.0 80.0 804 904 26-112° 4 70.0 80.0 8MO 90.0 108-1/4" (3) 12 70.0 804 80.0 90.0 108-1/4° (3) 12 - -80.0 90.0 37° 36-3/8" 4 70.0 80.0 8a0 90.0 111° 12 70.0 80.0 80.0 MO 111° 12 - - 80.0 90A Q n 53-1/8° (3) 8 70.0 8a0 80.0 90.0 74' 9 70.0 80.0 80.0 90.0 74° 80-8/8° (� }j SO-0/6° 8 70.0 80.0 60.0 90.0 �f 74° 8 70.0 80.0 80.0 90A 108•-1/4° (4) 1z 70.0 80.0 80.0 90.0 (a) 26-1J2" 4 70.0 BOA 80.0 90A 111' 12 mo a.0 804 90A 74° o' 9 70.0 70.0 804 90.0 37' 80-5/8° 4 704 BOA 80.0 90.0 74° 9 70.0 70.0 80.0 90A {6) 0 tlaJ 3 63.1/8° (4) 8 70A a0.0 80.0 90.0 108-1/4" 12 Tao 70.0 60.0 62.6 72° 9 70.0 SOA 804 90.0 LL 74° 6 70.0 80.0 80.0 90.0 111° 12 70.0 70.0 80.0 80.4 84° 24° 9 70.0 80.0 80.0 00.0 26-1/2" 4 70.0 80.0 60.0 90.0 72° 9 70.0 MCI 80.0 90.0 96° (2) 12 70.0 80.0 80A 90.0 Ell 37' �° 4 69A 77.8 80.0 90.0 84" 24° 9 70.0 80.0 80.0 BOA 108° 12 70.0 80A 80.0 90A 83-1/9° (5) 6 70.0 70.0 80.0 90.0 98" (2) 12 70.0 80.0 80.0 804 72' 9 70.0 80.0 60.0 90.0 74' 8 70.0 70.0 80.0 80.4 108° 12 70.0 80.0 80.0 00.0 84° 38° 9 70.0 =0 80.0 24° 4 704 �A 60.0 80.0 72° 9 70.0 80.0 60.0 90.0 98' (3) 12 700 80.0 804 90.0 36° 4 70.0 80.0 80.0 90.0 B4° W. 0 70.0 80.0 80.0 90.0 108° - - 60.0 80.0 46° (2) 8 70.0 80.0 80.0 90.0 98° (3) 12 70.0 80.0 80.0 90.0 72° 9 70.0 90.0 90.0 90.0 80° a 70.0 60.0 BO.D 80.0 108° 12 70.0 BOA 80.0 90.0 84° �° 9 70.0 70A 80A 90.0 tp 72' 8 70.0 80.0 80.0 90.0 72° 9 70.0 80.0 80.0 40.0 98" () 12 70.0 7a0 80.0 90.0 1O 24' 4 70.0 8(1.0 80.0 90.0 84' 49° 0 70.0 90.0 BOA 90.0 � 72° 80• �M m 8 70.0 70.0 8a0 90.0 M SB` �° 4 70A 894 804 80.0 98° (4) 12 70A 894 80.0 90.0 (5) Q 46° 8 70.0 BO.0 80.0 00.0 1o8° 12 70.0 80.0 80.0 90.0 (3) A - NO. OF ANCHORS PER HEAD&SILL o d �° 6 70A 80A 80.0 90.0 72' 0 Tao 70.0 80.0 90.0 n^0 72° 8 70.0 80.0 B0.0 90.0 &1' 60° 9 70.0 70.0 80.0 90A ( > ° N0. OF ANCHORS PER JAMB n 4 24' 4 70.0 60.0 80.0 90.0 96` (5) 12 70.0 70.0 604 00.0 36" 4 70.0 80.0 80.0 90.0 toe" 12 70.0 70.0 80.0 87.6 O 48° 6 70A 90A 80.0 90A R �" (4) 6 70.0 80.0 80.0 90M A- NO.OF ANCHORS PER HEAD &SILL U m 8 ( } NO. OF ANCHORS PER JAMB (1/4Wl•) (1/2w) (1/414) W n g 72° 8 70.0 80.0 80.0 90.0 O 2a` 4 70.0 80.0 80.0 90.0 36° 4 Tao 80.o Boo 90.0 48' 80° 9 704 70.0 80.0 90.0 (5) (1134!) (1/30 (1/m 80° 8 1 70.0 704 80.0 90.0 i i 72" a I MA 70.0 aD.o 87A 4. : OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH c - B A = NO. OF ANCHORS PER HEAD&SILL 'XOX' ( ) N0. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: 4 m XOX' GLASS CAPACITIES ON THIS SHEET ARE Fi j BASED ON ASTM E1300-04 (3 SEC. GUSTS) o$m AND FLORIDA BUILDING COMMISSION DECLA`RAWRY STATEMENT DCA05-DEC-219 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS PRODUCT�WB�h RA PE �PlOrlde ALL EXTERIOR(i) LOADS SHOWN ON THIS SHEET ARE2 BWWftCods 'XO OR OX' FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL iw FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. drOaing no. W09-12 sheet Q of gr TYPICAL ANCHORS ��u R SEE Elft FOR SPACING aY WOOD BUCK. ..•. - , STRUCTURE SEE ELEV.FOR SPACING d' a..e.4.v d a a° .• MULLION&E MULLION ANCHPHO SO o Z e a °' SEE SEPARATE NOA 1 tO� � SS TYPICAL ANCHORS a SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING ? I• i WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM h I AND TRANSFER THEM TO THE BUILDING STRUCTURE g WEEPHOLES: TYPICAL ANCHORS: SEE ELrv.FOR SPACING V1 W1 = 3/8- X 2-1/4°WEEPHOLES AT EACH END i/4° DIA, TAPCON BY 'TTW' (Fu-120 KSI,Fy-02 KSI) D.C.AND 37° MAX. m 1-A" DIA ULTRACON BY 'ELCO' (Fu=177 KsI,Fye195 KSI) �m 0 SEALANT: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ° W' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1-3/8° MIN. PENETRATION INTO WOODq F JOINT SEALER. THRU 10Y BUCKS INTO CONC. OR MASONRY p r L1w$ 1-1/4° MIN. EMBED INTO CONIC. OR MASONRY Z d> DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY i . 914 Saar OR SELF DRILLING IN SCREWS (GRAPE 2 CIS) 08 INTO METAL STRUCTURES o STEEL : 1/8° THK. MIN. (Fy - 36 KSI MIN.) t ALUMINUM : 1/8° THK. MIN. (6083-T5 MIN.) i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) A 9 14 iS 18 919 SMS OR SELF QMLUNG SCREWS (QVX 2 ORS) ��_R INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") t? (NO SHIM SPACE) 2 N TYPICAL EDGE DISTANCE $ INTO CONCRETE AND MASONRY - 2-1/2° MIN. INTO WOOD STRUCTURE - 1° MIN. s q� a W INTO METAL STRUCTURE - 3/4" MIN. ro$o i6 1s CONCRETE AT HEAD, SILL OR JAMB$fa m 3000 PSI MIN. g a m 1 1 C-90 HOLLOW/FIL ED 81. �AT.JAMBS I'm - 2000 PSI MIN. Q °. �a a •: r:1, 0 .a °. 'w - •O 1 '4 ° 1 F1A_IPE 6 7QS92' eg�mplylpgwlmOmP1011d8 �' •', s .•d.. •¢ ,°•$ .. .. _ HWMft CW@ NO •S TYPICAI ANCHORS >. i TYPICAL ANC'NO, SEE ELEV.a ° FOR SPAM WOOD lay mu F� PACING drawing no. W1 W09-12 ahem 3 of 7 e. MA 1/ 1/SH MAX I ti 4'MAX. SHIMS SIi@+1 © O O TYPICAL ANCHORS 'Y 21 S 7 S �SPACING Z TYPICAL ANCHORS F z� �ELEV. T FOR SPACING LEV. METAC 17 r3 S1T WPJRE ° > $O V - S ��s 20- viii w Qg B 17 app 4 '�AS REED. WOOD Blom u' pJ SEE SHEET 2 FOR CAPACITY WINDOW WIDTH Se31 LAYOUT TYPICAL ANCHORS %0 SEE ELEV.FOR SPACING VENT WIDTH 1/4"MAX. ,/4°MAX. VENT WIDTH � SHIM O D.L.OPO. D.L.OM y _ 2 C B O 7 TYPICAL ANCHORS n17 I :4 $P•p i FOR WkING 17 20 Z WooD s .1< WOOD SRriICTUR� - -�-SCREEN OPT ----- - - SCREEN -------..-- v o U� WON 8 4 11 12 D.L.OP(i. D INFORCI NG P 1Y(pOp BUCKS F� AS EXTERIOR WINDOW Wrom SEE SHEET 2 FOR CAPACITY .••a XOX LAYOUT cap MIAMI-DADS COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE a&.FOR SPACWG PE,�„. "02 --------SCREEN OPT. 4 Y• drawing no. WINDOW mom WINDOW MOTH W09-1 2 sheet 4 of 7 STRUCTURE Hl !METAL TYPICAL AN04ORS WPM ANCHORS MIAIM—DARE COUNTY APPROVED d'e a SEE ELEV.FOR SPACING SEE�•FOR SPACING MULLION&MULLION ANCHORS s a• •• •> I .:a SEE SEPARATE NOA $ _ ...as � - ALT. a 7MOAL E LEV SPACING Y.Zia i L' Ila 1/4°MAX. O s _ SHIA6S ALT. a' O p u TYPICAL ANCHORS 4 SRI SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING a .� O � po OO d Z 2 e ' © 2 01 ALT. $6 osm DVSTALLATION DETAUS WrrH FLUSH FRAME AD PTFR Engr.WAD A e kRODUCfRevow a FIA.P�gg 709'92 e4compiylLgtvlmtlmJa6�g � i �• � .o. .. •CA.N:"� Hidl�tg WAe q. A=WhjmeNo ift P. D .Qr9 a g •° a � V a r g a droering no. W09-12 sheet S of 7 • Z760 t4117 MW PART# QUANTITY DPM3CRIPTION MATERIAL MANF./SUPPLIBR/REMA1188 �� 1 FY201 1 FRAME HEAD 6083-TB jl! .800 .718- 3/T� i' 2 FY202 1 FRAME SILL 8083-T8 ,Y 34 77�� 3 FY203 1 SILL TRACK INSERT 8083-T6 4 FY208 AS REQO. MOV.FRAME JAMB 5083-T8 - S FY101 AS REQO. FIXED FRAME JAMS 8083-T8 - 1.718 II 3249 '0� � 7.140�I 8 FY704 1/VENT FIXED MTG.RAIL. 8083-T8 = 12 11 7 FY108 1/VENT VENT INTERLOCK 8003-TB 8 FY208 1/VENT JAMB STU 8083-TS G f- Qe VENT TOP/BOTTOM RAIL STEEL REINFORCING s FY107 2/VENT TOP AND BOTTOM RAG. 6063-TS a .813 10 FY108 AS REOD. (LAZING BEAD 8063-T8 �QQ1 1�aM`1 1.280 .818 11 = AS REOD. REINFORCING BAR STEEL - Q' ptl W 12 AS REQO. REINFORCING BAR STEEL - g .719 C>qg ,gp3 13 FY204 AS RTEQD. ADD-ON SILL RISER 6083-TB USE AS REOD. v Oi FRAME HEAR 2246 '�-I 14 FY208 4/VENT ROLLER HOUSING&GUIDE CELCON 1.140 ^'I I.oa7 18 FY209 2/VENT ROLLER BRASS 3 .062 1B FY210 2/VENT ROLLER PAN ST.STEEL - A{ 1.140 t.s10 to GLAZING BEAU 17 B8 X 1' AS READ, FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS G� .219 18 08 X 3' 2/VENT FDL RAIL SSA.SCREWS(SILL END) CRS P.H.SMS 1.344 � 18 W23181 AS REOD, FIN SEAL WVRIPPING - ULTRAFAB U � 20 030(17180 AS RE00. BULB SEAL Q-LON SC HLEGE. I JAMB STILE 21 E207 AS REOD. BULB SEAL SANTOPRENE ULTRAFAB,CLINOMETER 68(8 YA um 2.083 22 E203 AS REOD. GLAZING SAD BULB SANTOPREN E WRAFAS. DIIROMETER BS*B j 23 FLO-80 AS READ. GLASS SPACER SpJCONE FRANK LOVE 3.878 ,07s 2901 1.280 1! 24 BL203P 2/VENT SWEEP LATCH - SULUVAN&ASSOC. w� 28 se X 1/8- 2/LATCH LATCH MST.SCREW ST.STEEL OH SMS L rfl 1.140 28 Wm 2/WDW. WEEP VALVE - PREFERRED ENG.PRODUCTS ,Q .082 1 0 27 - 1/VENT 6/10'BOX SCREEN - OP110NAL 900 L 28 FY120 - FLUSH FRAME ADAPTER W63-T8 OPTIONAL g n Z�� !•--2.780 1�"F O7 MEETING RAIL O 10 U rn8 � �2 FRAME SILL W h� !E.2 1.314 1.422 _o 013 .062 B 1.376 0 SILL TRACK +� © FIXED M1Ti. RAIL .800 1.187 J m .� .082 �s m 2.780 2.612 2.112 , 2.750 2.� E{:ge:,JAVADrAH FLA. YRODUCrRBV698D 082 �=moyb*wftb9mFbft tg C .500 Dm 874 drawing no. ,.867 ,.sue W09-12 et 8 O MOV. FRAME JAMB ® FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER I She oT 7 -r M® MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PIRA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE QOA) .vww.mismida4e.govW3J Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having 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 area 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-Dads 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: Clipped Extmded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L U APPROVAL DOCUMENT: Drawing No.LAW-ML-1001,titled"Aluminum Tube•Mullions"Sheets I through 10 of 10,dated 04/27/10 with revision A dated 01/25/12,prepared by manufacturer,signed and sealed by Thomas J.Sotos,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. V 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 0 10-0610.02 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.12-01-27'.07 Mi�tauaotn�r�r Expiration Date: May 30,2017 Approval Date: March 29,2012 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI MI) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions"Sheets i through 10 of 10, dated 04/27/10 with revision A dated 01/25/12,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked-up drawings and installation diagram of 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02-1714,dated 8/27/02,signed and sealed by Rafael E.Droz-Seda,F.E. (Submitted under NOA#03-0225.0 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 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02-1716,dated 8/27/02,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA#03-0225.07) 3. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02-T071,dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E.Droz-Sella,P.E. (Submitted under NOA#03-0225.07) 4. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90"span mullion and a 45"high fixed window on top,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-1383, dated 2/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOW 02-0501.05) S. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-1718,dated 8/27/02,signed and sealed by Rafael E.Droz Seda,P.E. (Submitted under NOA#03-0225.06) Manuel.Per Product Control Exa • e'r NOA No.12-0127.07 Expiration.Date: May 30,2017 Approval Date: March 29,2012 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE.. EVIDENCE SUBMITTE D B. TESTS(cowimmD) 6. Test report on: 1)Uniform.Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing,Inc.;Test Report No. HETI-02-1717,dated 8/27/02,signed and sealed by Rafael E.Droz-Sella,P.E. (Submitted under NOA#03-0225.06) 7. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-1376, dated 1/31/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under NOW 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 05/17/10 and updated on 01/25/12,prepared,signed and sealed by Thomas J. Sotos,P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated January 25,2012, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest,dated May 20,2010, signed and sealed by Thomas J. Sotos,P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02,issued to Lawson Industries,Inc. for their Clipped Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I.,approved on 10/06/10 and expiring on 05130/12.. P&a A.Z1�2xd_' Manuel P P.E. ProductControl finer NOA No.12-0127.q7 Expiration Date: May 30;2017 Approval Date: March'29,2012 E-2 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-pADE y�3 ANCHOR/CLIP ANCHOR/CLIP IMPACT AND NON-IMPACT PRODUCTS. GLAZING HORIZONTAL MULLION PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS I NSI a ANCHOR/CLIP HORIZONTAL MULLION GLAZING USING MULLION PROPERTIES ONLY �`$ PRODUC 9 g m v �3 + cli GENERAL NOTES: a c 5 t S3`� I. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE $ zs $ REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING + w DG.HIGH VELOCITY HURRICANE ZONE (HVHZ). Z �o p z VERTICAL VERTICAL B 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE B MUlUON MULLION APPLICABLE FLORIDA BL CODE REQUIREMENTS LE:WIND LOAD,WATER v NFlLTRATWN. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. OZ I 1 MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPUCATIO NS, GLAZING GLAZING GLAZING o GLAZING INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. PRODUCT PRODUCT PRODUCT N $ PRODUCT .. WOOD BUCKS OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER a QO ggg� 5.ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •� ANCHOR/CUP-1 B.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ®rt a ARE NOT PART OF THIS APPROVAL, pr tl 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF C WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD.MEET MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2010 FLORIDA BLOC.CODE-SECTION 2COS.8.4. $ a $g WIDTH (W) = W1 + W2 + W3 2 MULLION & CLIP NO 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET /CLIP 2 OF 10 FOR DETAILS AND NOTES. /ANCHOR CLIP " REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS HORIZONTAL MULLION 2. FOR MUWONS WITH STEEL REINFORCEMENT REFER TO SHEET ° _ 4 OF 10 FOR DETAILS AND NOTES. 13 .%% GLAZING " REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS s VERTICAL o PRODUCT `�;. 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS MULLION `• 6. Z. 8. & 8 OF 10 FOR DETAILS AND NOTES. 4 + a " REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS .R GLAZING GLAZING 3 " PRODUCT PRODUCT �i GLAZING GLAZING B M x $ PRODUCT PRODUCT o ,� VERTICAL ANCHOR/CUP-1' MULUON ANCHOR/CLIP o ecru W7 W2 el.AY'h2e�i W1 W2 W MULLION SPAN PRODUGTRBVISBD ��.°ove� WIDTH (W) = W7 2 WIDTH (W) = Wt 2 ONWtN the T+iaHda � °eo '•. ..••'•• '� 17 TYPICAL MULLION ARRANGEMENTS Date A IS90 aes -06e 1pt.73-2 a96 TYP. me 4D00 4.000 a1S am 3.000 e 3m di5 Obi h O 2 STD XTUBE WINDOW FRAME P000 L73e 8D68 8= v 7 430D Dl 2X MULLION CLIP q _ O o 8083-To .188 ID00 .IS6 aOp L000 .Lyg ,078 ai ,,,,.�I� NOTCH L. 40D0 2 X 8 IA88 1 X 3 1 X 3 1 LX 2 1 X 2 p $ �~• SML IOdE CUSTOM MULLION CUSTOM MULLID CUSTOM MULUO N CUSTOM MULLIO N CUSTOM MULLION pWq 8081-78 8083-TB 8083-78 8083-T6 8083-TB Ixx: 2.070 In! Ixx: 1.000 In! Ixx: 0.950 0 Ixx: 0.370 In! Ixx: 0.330 In! V o ® o Sxx: 1.035 Ina Sxx: 0.667 Ins Sxx: 0.833 0 Sxx: 0.370 ins Sxx: 0.330 Ind eooO ® (FLANGE FRAME} (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME} ® v o STANDARD TUMI AR SHAPES L WALL.0.125'ALL A e.11D0 C r ALLL OY=8083-TB 7,000 .7SG aes C TmTCa. GLAZING PR=7 aes L000 a aes Loon �0 a also aas Peso LrroG Q 4DOD .teS 6.000 3D00 M aeS 4300 8000 o (4 .8 1% M I CLIP 4.W0 $ P.000 3.000 4-060 1 X 4 1 X 3 1 X 2 « MULLIONS CONTAINING S?O. RlBE MULLION a a _ STD. TUBE MItLLIQN STO. TUBE M n t IOM a a NOTCH TYPICAL GLAZING PRODUCTS 2 X 6 60113-76 6063-T6 6083-To OPTION HORIZONTAL L2Xj TI Ixx: 2.070 In! Ixx: 0.950 In! Ixx: 0.330 In! 0 o SEE DOOR APPROVAL FOR STD, TUBE MULLION STD. TUBE MULON Sxx: 1.035 in4 Sxx: 0.83 .37730 in3 g FASTENERS SIZES AND BPACINO .� 8083�T8 A /7 S7# ° Ixx: 8.280 In4 bnC 2.980 in°. ys xs Sxx: 2.760 In! Sxx: 1.490 0 CLIP LENGTH RECTANGLI mum ,fin INSTRUCTIONS: USING MULLION PROPERTIES ONLY pp0 OB I X 2 1.688' USE CHARTS AND GRAPHS AS FOLLOTNS. THESE AND MULLIONS OAN BE USED WITH ALL LAWSON'SMISSILE OADE� °��•• ~ ,'�/ �p> 1 X 3 2688' SL€�3 PRCwEO Pa D COUNTY APPROVED IMPACT AND NON—IMPACT PRODUCTS. W A;*.�1°0 NOTCH I X 4 3.688' y�g, 41 e ® V OPTIONAL 2 X 4 3.688' STEP 3 USE CGNKCT=10 MUUM AS PER PRODUCT NO,I,ES APPROVAL : .gym 0 MIN' 2 X 6 5.688• STEP SPECIFY MAIWNUN SHIM SPACING. 1. REFER TO THE GENERAL. NOTES ON SHEET •�,�� v'fq LISSNO CHARTS 2646 1.ALL CUPS AND ANGLES ARE TO FIT STEP 5 DESIGN RATING MORE THAN TDEStGN LEAD SPECS 1 OF 10 FOR BUILDING CODE COMPLIANCE. y�o SNUG INTO TUBE MULLIONS. IN STEP T ARM 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ..• ANGLE CUP 2. WHERE ANGLES ARE NOT FR SNUG USING ANCHOR TYPES ON SHEET a THRU 9 AND ANCWR CHARTS HORIZONTALLY. ��oi •• po INTO TUBE MULLIONS. SEE OPTIONAL STEP B ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION �gf8#1 1f 8.000 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE 66 1 LOADS SPECIFIED IN STEP 1 ABOVE ARRANGEMENTS OR STACK CONFIGURATIONS. a A 38-318° BD-SM" W1 �� 744W u �.c 0 48 84° MULLION I Ozu 48.0 /5./ 662 1 150.0 1 140.8 4. 4E PA�ODUUCOT GLAZING PRODUCT O 18.8 40.9 z� W1 �� 744W u �.c 0 48 84° Wt.] 21.1 I Ozu 48.0 /5./ 662 1 150.0 1 140.8 4. 4E 0 64 18.8 40.9 58.8 1252 & a 60 18.9 38.8 53.0 1127 81 0 88 15.3 33.4 48.1 1024 61 0 72 30.7 44.1 93.8 72 0 .78 - 28.3 40.7 88.7 78 D 18 se" 37.7 82.1 11&3 160.0 18 a 24 283 61.6 88.7 160.0 2A 0 30 - 22.6 49.3 71.0 180.0 3c 0 38 18.8 41.1 58.1 143.8 0 42 162 352 50.7 1232 42 D 48 30.8 44.3 107.8 1 48 D aaa�e - 27.4 •39A 95.8 84 0 60 24.6 35.5 88.3• 80 D 66 72.4 32.3 78.4 Be D 72 20,5 28.8 71.8 72 D 78 - 19.0 27.3 88.3 78 108° 28.5 57.7 83.1 160.0 18 D 24 - 18.8 43.3 62.3 160.0 1 24 D 30 - 15.9 34.8 49.8 138.3 30 D 36 - 28.8 41.5 113.8 38 D 42 24.7 35.6 97.4 42 D 48 - 21.6 31.1 852 48 192 27.7 75,7 64 D 80 17.3 24.8 88.1 so D 65 15.7 22.7 62.0 e6 D 72 - 20.8 58.8 72 D 78 - 192 1 62A 78 HORIZOMA4 MULLION Hof PRODUCT ` $ aaa� GLAZ= GLAZING PRODUCT PRODUCT TYPICAL MULLION ARRANGEME tirrc ARCHES TG BE WSCftlso Ra=RECrANW1AR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WI z W2 120° PRonucr RBVMw Is ompply6�W84UroFtarlBa, auOdmgCbde AcwpfanasNo ' auePro �� 2! o ! a�8a )3 COD W °a N �z N ep , y �ti C z = ty o O7 �� o .. v z r aaa� aaa� aaa� s�aa� °aa °ate aaa� aaa� aaa� aaa� aaa� aaa� 000 aaa� aaa� aaa� aaa� aaa� aaa� aaa�e aaa�e aaa� aaa� a■ISa� PRonucr RBVMw Is ompply6�W84UroFtarlBa, auOdmgCbde AcwpfanasNo ' auePro �� 2! o ! a�8a )3 COD W °a N �z N ep , y �ti C z = ty o O7 �� o .. v z r >$� r4. LonO me.156 TYP. .BW tans ,.732 o m eaoo soon teals sow gel ° 2 X 4 4On0 sOnD 26es o rc.. ° t3 TD. TUBE TYPICAL 56es $ g M I WINDOW FRAME Z � W - anon 5� 2X MOON CUP 38B 102 aseJ- d ~ O ,08 la 2 X 6 La62 Ime 1 x 3 L72p I 1J01� �,• 6.000 �. TUBE 1 X 4 1 X 4 STD. TUBE MULLION 1 X 3 �/�• OPTIONAL MULLION TOM M ION STO. TUBE MULLION 1 X 3 '-Te C STOM MULL a63-ts so63-TS CUSTOM M L ON_ Bo&1-Ta y g 6063-TB R Ixx: 4.709 in! Ixx: 4.709 ina. Ixx: 2.166 in. Ixx: 2.166 ink Ixx: 2.216 in4 3 Sxx: 1.445 in. Sxx: 1.479 Ins � Sxx: 2.355 ink Sxx: 2.355 in! Sxx: 1.445 in. 0 o a P.DOD (FLANGE FRAME) (FLANGE FRAME] (FIN FRAME) Iy D STANDARD TU8ULIR SWIPES vvtt ,i TYP.WALL O .125"ALL 1. COD :p ALLOY=8083^TB (><d'/'�d 79U TYPICAL GLAZING PROIJIXT ~ 3Dn Law H 2OW JE.4 2250 Lam 1.629 1 x.000 4.900 6A00 ®12"� 4.000 •W zo 0 1X MULLION CUP 3= 4= 0.625 8063-T8 MULLIONS CONTAINING 8 NOTCH _TYPICAL GLAZING PRODUCTS ca,0;a OPRaft HORIZONTAL OR VERTICAL PRcoUcrnmsw we mpjftWftbdwP " cwao a SEE WDNODSU OR 000R APPROVAL FOR 2 X 6 2 X 4 � - o ® FASTED SIZES AND SPACING SM.-TUBE M 0 t ION ,sm. TUBE MULL °� 6063-TB 6083-16 13 sd Ixx:19.648 in! Ixx: 7.649 in4 Miami �• .�. CLIP LENGTH Sxx: 6.549 ina Sxx: 3.625 in' g / RECTANGULAR ALUMINUM TUBE IAA II i,nNS C INSTRUCTIONS: ee MULL °►° USE CHARTS AND GRAPHS AS FOLLOW$ USING MULLION PROPERTIES ONLY ee o 1 X 2 1.688• em0°� o�'•� J�y°°°i STEP 1 DETER=DESIGN LOAD At"7 0,FOR PMitCUTAR OPENm,G. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT o00,�0•.••e '•.��°e° 1 X 3 2688• AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE • A p,b•Z NOW STEP 2P usE APPROVED Owzm�Pw=m MEETING As=Law COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. �� i O �O 1 X 4 3.b88' REWWWA MS. . apnowt 2 X 4 3.688• MP 3 USE CW0W=CTION TO ENLLION AS PER PRODLICT NO•�: ' •K 4 � a2s M1' 2 X 6 5.688' STEP SPECIFY mamom stem SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET ,�-"• �j�`r•.i��+ 2.000 USING CHARTS ON SHEET 5 of 10 SELECT MULLION See 1 OF 10 FOR BUILDING CODE COMPLIANCE 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5P wm•I amm RAY=MORE TLAN Gma"Law SPEpFlEO AN GLE CLIP 22.. WHERE mrxESMARE N0T FIT SNUG USING ANCHOROR TYPES ON SHEET 6 Twee 6 AND AXWOR CHARTS 2 HORIZONTALLY. BE ORIENTED VERTICALLY OR oieje••1t INTO TUBE MULLIONS, SEE OPTIONAL STEP ON SHEET e.SELECT mom TYPE WmN m mm ImTINO 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 0 2000 608�T8 ANC14OR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECMW 01 STEP T ASOVL ARRANGEMENTS OR STACK CONFIGURATIONS. A STEEL REINFORCED TUBE MULUON8 1 STEEL REINFORCED TUBE MOUL-U-0-NO-1 STEEL REINFORCED TUBE MULLIONS Width w MULL SPAN 1X3 1X4 2X4 I 2X8 W42 MULL SPAN 1X3 1X4 2X4 2X8 Wldth w MULL SPAN 1X3 1X-4 2X4 2X8 18 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0' 18 44.0 95.7 150.0 150.0 24 15000 150.0 150.0 150.0 139.5 150.0 150.0 150.0 24 33.0 71.8 118.6 150,0 30 150.0 150.0 95040 160.0 111.6 150.0 150.0 50.0 30 28.4 57.4 93.2 150.0 y 38 150.0 150.0 150.0 150.0 83.0 150.0 150.0 150,0 38 22.0 47.8 77.7 950.0 n 42 150.0 150.0 160.0 150.0 78.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 48 38-318" 150.0 150.0 160.0 150.0 74414" 88,7 150.0 160,0 160.0 48 120" 18.5 35.9 58,3 148.7 g p 64 150.0 150.0 750.0 150.0 82.0 134.8 150.0 160.0 64 - 31.9 51.8 133.1 $0 160,0 160.0 150.0 160.0 80 65.8 121.2 160.0 160,0 $0 28.7 46.6 119.8 $$ 160.0 150.0 150.0 150.0 as 60.7 110.1 150,0 150.0 88 26.1 42.4 108.9 Z d 72 150.0 9SO.Q 160.0 150.0 72 46.5 101.0 150.0 150.0 72 23.9 38.8 88.8 z O 78 150.0 160.0 150.0 150.0 78 42.8 93.2 160.0 160.0 78 22.1 35.8 82.1 $d 18 150.0 150.0 160.0 160.0 18 28.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 24 160.0 150.0 150.0 150.0 24 98.3 150.0 150.0 150.0 24 24.8 53.8 87.6 150.0 150.0 150.0 150.0 160.0 30 77.1 150.0 150.0 160.0 30 18.8 43.1 70.1 150.0 !<1 la 38 150.0 150.0 160.0 150.0 38 64.2 139.5 160.0 150.0 38 16.5 36,9 58.4 150.0 42 160.0 160.0 150.0 150.0 42 56.0 119.5 150.0 150.0 42 30.8 50.0 128.5 rya 48 60.618" 150.0 150.0 150.0 150.0 48 84" 48.2 104,8 150.0 950.0 48 132" 27.0 43.8 112.5 U 64 150.0 150.0 150.0 150.0 64 42.8 93.0 150.0 150.0 64 - 24.0 38.9 100.0 $0 1 50.0 15o.o 150.0 150.0 80 38.5 83.7 136.9 160.0 80 21.8 35.0 80.0 72 147.7 150.0 150.0 150.0 $$ 35.0 76.1 123.6 150.0 as m 0 18.8 31 8 81.6 a 72 135.3 150.0 160.0 50.0 72 32,1 69.7 113.3 150.0 72 - 18.0 29.2 75.0 O 78 124.9 150.0 150.0 160.0 78 29,8 64A 104.6 .150.0 78 - 16.8 28.8 89.2: c0c,4� 18 160.0 950.0 150.0 150.0 18 86.0' 150.0 160.0 150.0 18 25.5 55.4 88.9 150.0 '� C 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 160.0 24 19.1 41.5 67.5 150.0 g 30 150.0 150.0 150.0 150.0 30 61.8 112.1 150.0 150.0 30 15.3 33.2 54.0 138.8 f+ t it 38 150.0 150.0 180.0 150.0 3B 43.0 83.4 150.0 150.0 38 27.7 46.0 118.8 42 150,0 160.0 150.0 150.0 42 36,9 80.1 130,1 150.0 42 23.7 38.5 80.0 48 67" 150.0 150.0 180.0 150.0 48 88" 32,3 70.1 113.8 150.0 48 144" 20,8 33,7 86.8 z 64 137.0 160.0 160.0 150.0 64 28,7 62.3 101'.2 150.0 64 18.5 30.0 77.0 80 123.3 150.0 160.0 160.0 80 25.8 68.1 81.1 150.0 $0 - 16.6 27.0 E122.6 88 112.1 150.0 960.0 150,0 8$ 23.5 51.0 82.8 160.0 as 16.1 24.5 72 102.8 150.0 160.0 150.0 72 21.5 46.7 76.8 150.0 72 - 22,5 78 94.8 0.0 9SO.0 150.0 78 18.9 4 0.0 150.0 78 20.8 18 160.0 150,0 150.0 150.0 18 80.4 131 2 150.0 160.0 18 22.6 48.0 79.5 o 24 150.0 160.0 180.0 150.0 24 45.3 88.4 150.0 150.0 24 16.9 36.7 59.7 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.8 150.0 30 29.4 47.7 38 150.0 150.0 150.0 180.0 38 30.2 65.8 106.6 150.0 38 24.5 38.8 102.2 42 130.5 150.0 150.0 150 0 42 26.9 SB 91.4 150.0 42 48 63" 114.2 150.0 950.0 160.0 48 108" 22,7 49.2 78.8 150.0 48 150" - 21.0 34.1 87.8 16.4 29.8 78.8 64 101.6 150.0 160.0 150.0 2091 43.7 71.1 160.0 64 18.3 26.5 88.1 80 81.3 150.0 750.0 M3 .0 18.1 38.4 84.0 180 0 60 88 83.0 150.0 150.0 8$ 18.6 35.8 68.1 147.0 so 68 7 72 76.1 142.4 150.0 72 16.1 32.8 63.3 134.8 72 - - 19.8 51.1 78 70,2 131.4 150.0 78 30.3 49.2 124.4 78 - 18.4 47.2 HoRao NrAL uuLLroN nn .. TYPICAL MULLION AR nlr E FITS 0p0�� ...........?V A eeee vERMAL 3 w0® •'ad my lEUU10N Z R,BIDE RMIANi"SHAPBSHAPE � g 0%.d GLAZM GiAZWG 0 q NOTE: �e ,a. PROmkT PROOUCr °vy MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED FRODUCPREVISBD - V VERTICALLY OR HORIZONTALLY. escomplyinga!ffiB�FlptlBa 5'° 0 41((. �j o PROD= PGROODucr (INTERPOLATION BETWEEN WIDTHS ALLOWED) BA C%& 8!BP�®°o•.�°�� N 0 t3q W7 W2 W1 MULLION PAN WIDTH (W) = 2 NI Pfu�ct 0. 11 A 1 1/4- MIN. 5/16*TAMONS 5/16"TAPCONS MIN. EDGE DIST. 1-1/2-mix vmo PMM7= 1-1/2'MIN.WOOD PENM71ON 2-3/76° CONCRETE OR DGE DIST 2 PER CLIP(I ON EACH I PER '4- JOLLOW BL)CK 4 /PER CUP(2 ON -:ACH 11M) E A PACN OCM U 4 M 5/18-TAPCONS 3/ ' 1-34 4 1-3/4•MOL EMBD 5/WTTw ANGLE 2 7/16- 2 w 0 z Ix FmTms CLIP AUr MIN. :9 CL 2 BY Vim BUCK --------- -- By ii i� o X15 WOOD sm r[I'llm RLOANM CLIP I It' X 2 X lAr -L AlJJM ANMk --- -L 4-L JL-4-� EDGE' MST.IN. 5/16'TAPCONS ANCHORS TYPE V (INTO BLOCK) 1-1/21 Mm WOOD VRAF- ANCHORF? TYPE V (INTO CONCRETE) ALL CUPS AND ANGLES TO FIT SNUG ix BUCK INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK TAPCONS MAY BE HEX OR FLAT HEAD. 1"W & 2°x4° MULL iF�M MIN. EDGE DIST. 2-3/16° CONCRETE OR 4 HOLLOW BLOCK II it 3/10-Wcoms spir upcoms 1-3/4•MOL EMBED WTO MASONRY 1-3/4•MX EMBED INTO MASONRY /2 By 2 X 2 X 2 PER CLAP(I ON I ACH WNG) I PER ANGLE WOOD sm AUJM ANGYW It ALL CUPS AND ANGLES TO FIT SNUG AVERN111E INTO TUBE MULLIONS. ANCHOR LOCAMON TAPCONS MAY BE HEX OR FLAT H ANCHORS TYPE 'A 2 ANCHORS INTO WOOD wow 1.2 5116'TAPCONS IX FLQAT=CUP 1 1/4' MIN, TIr MIN. 5/16'TAPCONS WOW PammT= 1-1/2-MU WOOD FTNETRA37::� 2 PER E E DL $T. PER CLIP(2 ON EACH -1 1 !�A 2i ANCHORS TYPE 'C' (INTO BLOCK) V. HORS TYPE 'r (INTO CONCRETE) "SIR H Bl= I F.2 AIL INTO CONCRETE OR 8LOCK 1 1/4' M :=j -FLOATDM CUP LXU2 A X D Y t WOO e2 m BY AePRx m0e—pDft== lNRo 8 VMW I & --------- mmmdftwmftFhnfb N Bwlft code tkft-mq--�17 ANCHORS TYPE 'B' ALTERNATE ....Al-All- 4 ANCHORS INTO WOOD ANCHOR LOCATtON MIN. EDGE DIST. 5/1 r mcoms MIN. EDGE DIST. 2-3/16°CONCRETE OR 2 PER 1-3/4•UK EMSED INTO MASONRY 2-3116° CONCRETE OR 4" HOLLOW BL ' i6" CLIP�41.ON EACH WING) 5/16•TAPCONS 4 19LLOW B :)CK 5/Ir TAPCONS 5/IS-VPCOM p% 3 1 1-3/4•MIN.EMM INTO MASONRY 1-3/4'MIN.EMBW INTO MASONRY--% 1-3/4-MIN.Et18m INTO MASONRY o b MIN. I PER ANGLE 3/4' 4 PER CUP(2 ON EACH WM) MIN Z' % V v I V- 2 z CONCRE CONCRETE OR CEMENT BLOM CONCRETE OR L 11 2 It :0 222 1 1 T CEMENT BLOCK -----------I CEMENT BLOCK 2L.X2'&r I Q ANG ------------ A FLOATING CUP L 2 7/16 FLOATING CUP 1 1 MIN. Z 14 1/4 MIN. ANCHORS TYPE 'C' (INTO BLOCKS ANCHORS TYPE V (INTO BLOCK ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE V (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK I"x4* & 2"x4* MULL Al ALTERNATE Ak ANCHOR LOCATION I t I -FLOATING Ir--- CUP CONCRETE OR CEMENT LEL 6 1-3/4-UK EMBED INM MASONRY 2 PER CLIP(I ON EACH WINO) 1-3/4*MX EMBED WIlO MASONRY 112 S34S 4 PER CUP(2 ON EACH Mu) 11 PER ANOU .b........... ell, I It i ALL CLIPS AND ANGLES TO FIT SNUG U.U.A;-.ko 0.1 INTO TUBE MULUONS. I tc.—. TAPCONS MAY BE HEX OR FLAT HEAD. fWffocrREvvm BWdD*Codo CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED As4apteK4eNo • WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR Dato 5/1' TAPCONS VATER-WHITE METHACRYLATE LA=ER. 1-3/4-UK OWED IN rO MASONRY pppppopt�j•N 119 v o® I PSI ANGLE MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16° CONCRETE OR 4--HOLLOW BLO 3-3/4- 51I •TAPCONS 4 HOLLOW BLO K 3-3/4" 5/15*TAPCONS A MIN. 1-3/4"MIN.EMBED INTO MASONRY MIN. 1-3/4-MIN.VAM INTO MASONRY 4 PER MJP(2 ON EACH UNG) 1"' 4 PER CUP(2 ON EACH WING) to c CLIP LENGTH C5 MULL °L° t: < c m R X 4 3488' 3; 2 x 6 5.688' z tar 00 2X8 MULL WOOD em 1�31;04-�=WM INTO MASONRY -2X8 MULL 4 PER CUP(2 ON EACH WM) 5/16-TAPCONS 1 3/4-MIN.EMBED INTO MASONRY 1 3/4• PER CUP(2 ON EACH MO) r 4 4 MIN. ----------------------------- 1 3/4° iH71 4 X;IL .3 4 MIN. ddd M mu"-� u6 u6 Rvia CLIP LENGTH -20 MLL MULL 0 7% 2 x 6 k2i ANCHORS TYPE 'E' (INTO BLOCK) 5 11/16- ALL CUPS AND ANGLES TO nT SNUG ley INTO TUBE MULLIONS. ANCHORS TYPE 'H' INTO CONCRETE ANCHORS TYPE 'E' (INTO E816 K) TAPCONS MAY BE HEX OR F 4 ANCHORS THRU 1X SUCK w000 am ANCHORS TYPE 'H' (INTO CONCRETE CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK ANCHORS INTO CONCRETE or BLOCK WITH ALKALI--RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2X6°MULL SHOWN 2"XS'MULL SHOWN WATER-WHITE MErHACRYLArE LACQUER. u. V% PRODUCTREVOIRD B MIN. EDGE DIST. 5/18`TAPCONS 2-3/16° CONCRETE OR 1••3/4'MIN.EMBED INTO MASONLY 3-3/4" CLIP LENGTH 4" HOLLOW BL K a TOTAL(2 ON EACH WINO MIN. M 3 tl . IIXI 2 V.; ;T• t '::.M-g .. t' :T.. "'y ..::.� M 1 X 3 2.688' ° h `.b. d': +••• , ': `.o. :a + I X 4 3.688" 2 X 4 3.688' �+ m LL L6 6 5.688' n 2 MIN.16" z.a w 2 5 uuu i i i i 1.ALL CLIPS AND ANGLES ARE TO FIT 'Z o p� SNUG INTO TUBE MULLIONS. z S Z a W%t a• 2. WHERE ANGLES ARE NOT FIT SNUG °o ---------- INTO TUBE MULLIONS. SEE OPTIONAL .+ ANCHOR DETAIL AT SHEET 9 OF 10. t g 14 SA CUPS ANGLES CONNECTED DIRECTLY TO MASONRY 70 PROTECTED 2/CHAME1 TUBE MULLION a=FFr WITW ALL KALI-RESISTANT COATINGS. SUCH AS BITUMINOUU S PAINT OR WATER-WHITE MEIHACRYLATE LACQUER. ------- -------- a MIN. EDGE DIST. ------- ------- �, 2-3/16" CONCRETE OR 1 04 . 4" HOLLOW BL g12 F S� c 04 //B•THICK ALUM CWINNE, LIDIOTH TO FR SNLm INTO MULUON TUBE MULLON TUBES••r'•'+ M OW t TBO ALLOW ROMLLATION 4 •• °'' *a: .' 1 ••` OF CLIP ANGLE LOCATION OF SCREWS CONNECTING °• '^d•i" CAULK JOWT AFTER ASSUBLY ANGLES TO TUBES WHERE ANGLES 014 FIR Sus `•� ARE NOT FIT SNUG INTO TUBE 1-1/2-2 O.C.CUP MULUDNS. i i i i ACCESS 1mLE z PER WL • O I I 1 t 5/8"(2) i S/18•TAPCONS pia BIAS i 3° I 8$g g 1-s/a•uW.EMBED PTO MASWW 4 PER ANGLE 1 t d z PER ANGLE °--- I I t I i i i r*•�'r • ALUIla t THIS SCREW CI MORE-t 1 SW•• • DISTALLEO IN 1 12 FH 9 ' ': ® i• DIRECTION qjp ; t '2 PER CUP w t t 1.O.C.MIN. 1 .'•'.••� 2 1-3/4•X Y X 1/8'(FOR aBY H 3/4'%2"X 1/8'FOR UM al 8 •4�' M CUT TO FR SNUG INSIDE TUBE III HI III III ANCHORS TYPE 'I' �'L�' ° •'O�' j METAL TO METAL CONNECTIONy USE CHARTS FOR ANCHOR TYPE'Y TO VERIFY CAPAC"OF CONNECTION ,� w ♦� m •s • 17TODUCr N,SVI881T O B o b INwmplyirlgw18t11mFlm'�8' ��••• a 3-3/4° ALL CUPS AND ANGLES TO FIT SNUG 3—�NloMIN. INTO TUBE MUWONS. a II �•"• 1 3/4• OPTIONAL. ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. MIN. yTrctT ANCHORS INTO CONCRETE OR CEMENT BLOCKat d A %w t,�uron A B C d OW SU38M*TE F ©v I DDOm�� PROD94C1' aRul:r and TE N ANCHOR%CIJP F VVdb Won B C G H AABbn a (w9 18 epm 1W iW B(1 160 B 1W 9k 1W Catc '60 1W O= 1W ML- ISO 18 Vd 91 m 1W Bk 9W Bk ISO Bk 1 Cam 1W � OD% 1W 180 160 18 s 0n MEN ormoormomom m, y 24 132 1W 1W 1W 1W '� 16D 1W 1W 24 88 138 1W 1W 1W 1W 9W 180 1W 24 m 30 106 1W 1W 1W 160 '50 1W 1W 180 30 64 log 126 1W 180 140 1W 1W 1W 30 38 88 1W 1W iW 1W 1W 1W 9W 1W 38 48 91 104 1W 1W 117 1W 1W 128 38 M » ° 42 76 1W 1W 1W 1W 1W 1W 1W 1W ffi W 78 89 134 1W 100 1W 1W 1W 42 �j c 48 X316 8B 132 1W 1W 1W 1W 1W 1W 1W 48 74114 S4 es 78 118 1W 67 132 1W 93 48 64 89 117 135 1W '1W 150 1W 1W 1W 84 30 60 70 105 130 78 117 1W 83 64 BD W 63 48 ICE 98 -121 110 1W 1W 1W 935 '123 1W 1W 145 W D 64 63 94 12S 70 1W 140 76 60 3 y 72 44 68 101 1W 1W 1W 113 1W iW 132 88 26 49 57 $0 114 W 88 127 W Be z e � d¢ 2 78 41 81 93 140 7W 104 1W 1W 1W 7W 121 111 72 78 23 21 45 42 62 48 78 104 10 88 117 82 72 z Q 18 133 1W 1W 1W 1W 1W W 1W 18 72 98 S4 81 108 W 78 $t g 1W W 1W 1W 1W 1W 1W 1W 1W 1W 18 1 24 10D 1W 1W 9W 1W 'S0 1W 1W 1W 24 80 120 138 1W '87J iW 1W 1W 1W 24 3D W 1W 1W 1W 180 1W 1W 1W 1W 30 48 98 111 1W 1W 124 1W 1W 132 99 38 ffi 87 983 1W 1W 1W 9W 1W 1W 1W 36 40 60 92 ISO 1W 103 1W 1W 110 36 qJ 48 6D 98 87 W 114 739 1W 1W 147 9W 1W 1W ffi 34 69 78 lie 9W 63 133 1W 04 42 1W 118 1W 1W 12a 1W 1W 187 48 84 60 69 104 13B 77 116 160 83 48 132 54 44 89 102 1W 1W 114 1W 1W 122 64 63 61 92 US 60 103 137 73 54 Z BO 40 80 82 138 160 908 1W 1W 110 W 68 83 Ill 82 93 724 W W 88 38 73 83 128 1W 01 140 1W 100 88 44 W 78 101 63 85 192 W 88 „ p 72 78 93 31 87 81 78 71 116 108 7W 149 Bi 70 128 119 1W 1W 09 84 72 78 V70 40 37 48 43 89 64 W 86 82 48 78 103 72 05 65 81 72 78 ® 4Y p 18 118 1W iW 1W 1W 960 1W 1W 1W 1B 140 1W 1W 1W 1W 1W 1W 1W is 24 3D 88 71 9W 142 1W 1W 1W 1W 1W 1W 9W 7W 180 1W 1W 1W 1W 1W 24 3D 42 106 84 121 97 1W 148 1W 1W 935 708 1W 1W 1W 1W 146 118 24 30 w tm04 a 38 60 lie 1W 1W 160 '160 150 1W 1W 63 35 70 81 121 1W W 13B 1W 98 38 xO ti ffi &I 101 118 1W ISO 13D 1W 1W 138 42 3D W W 104 196 77 lie 1W 83 42 Q] 4 ffi 04 57 44 39 89 79 102 91 1W 138 1W 1W 114 101 1W 160 1W 1W 122 10B 48 54 I6 28 23 63 47 61 64 el 81 121 108 68 W 102 130 90 120 72 84 48 84 144 1O 35 71 82 123 1W 91 137 1W 07 6o 21 42 48 73 BY 64 W 108 58 80 S 88 32 84 74 Ill 148 83 128 1W 89 W 19 38 44 68 88 49 74 98 W 88 H g 72 30 W 68 102 138 78 114 1W 81 T2 18 35 40 81 81 ' 48 88 t30 48 72 $E 78 27 6S 63 84 126 70 105 740 78 78 18 82 37 W 74 42 83 83 46 78 18 0 107 1W 1W 180 1W '� 1W 1W 1W 18 62 125 143 1W 1W 1W 1W '150 1W 78 e 24 W 1W 1W 1W 1W 1W 1W 9W 1W 24 47 94 108 1W 1W 120 9W 1W 128 24 90 64 928 148 1W 1W 1W 1W 1W 1W 30 37 75 88 1n 1W 93 146 1W 103 30 S 38 42 63 48 1W 92 123 105 1W 1W 937 1W 160 147 38 31 62 72 ice 143 W 121 180 68 38 A 9 1W 1W lie 1W 1W In 42 27 53 81 92 923 69 103 137 73 42 3 H 48 83 40 80 82 139 1W 103 1W 1W 110 48 1M 23 47 64 81 108 60 9D 121 94 48 1� 87 48 84 38 71 82 123 1W 92 938 1W as 84 21 ffi 48 72 88 W W 107 87 64 18 30 34 b2 77 41 W 32 84 74 Ill 147 82 124 1W 88 BD 19 37 43 86 1i8 49 72 0a 81 W 13 D 37 47 89 37 68 29 68 87 101 134 75 113 iW OD 88 17 34 39 so 78 44 88 87 47 86 12 24 28 42 MWAn 03 34 72 27 B3 69 92 923 89 103 137 73 72 98 31 38 64 72 43 8D W 43 72 11 22 28 39 88 39 78 ZB 49 67 85 113 W 8B 927 88 78 14 33 W 88 37 W 74 40 78 10 21 24 36 S3 28 ^"7°��' ANCHOR CUP NOTES: Q as 1. FOR CUP TYPES AND ANCHOR CONDITIONS REFER „�,C MULM L a )*H*12D14 TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. ®� 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE me0 °•..•••'••••la��II boo O•. 0 OLAZINO PROD= OU12MO MD= 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REOUIRED FOR PARTICULAR OPENING. m 6•b2oo b � O ON.) 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ` � 4 r�,CHOR/cu LOCATIONS AT HEAD, SILL OR JAMB ENDS. PRoDUcrREVIS n 0 t0� • 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. egemp a�ftpAbod9 OAmapfenanNo .,4 J��ti •— _WI W2 HORIZO AL MULLION tar e�®BdeQ 1900 C SPAN Nllami pto6lat A 000000v ©v DDOm�� PROD94C1' aRul:r OG"�0© N ANCHOR%CIJP F 000000v ©v DDOm�� OG"�0© mo�■�■0000rr,. mo�mo�0om MIAMI DAD MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) I 1 1805 SW 26 Streot,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175.2474 T(7W 315-2590 F(796)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldade yibuflftg Eastern Metal Supply,Inc. 4268 Westroads Drive West Palm Beach,Florida 33407 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having 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 falls to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.450"Solid Bertha Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 11-117,titled"0.050"Bertha Aluminum Storm Panel",sheets 1 through 15 of 15,and IA of 15,prepared by Tilteco,Inc.,last revision#1 dated November 15,2011,signed and sealed by Walter A.Tillit Jr.,P.E.on November 23,2011,bearing Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,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 bQ 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#08-0623.06 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,&E4 as well as approval document mentioned above. The submitted documentation was reviewed by H lmy A.Makar,P.E.,M.S. /j NOA No.12-0209.06 ...� D �tl•�`"*--•� Expiration Date: 08107'!2013 � o/Z Approval Date: OStia/20 12 V)c, Page 1 Eastern Metal Suoal, ,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBmrffED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#96-1203.08 A. DRAWINGS L Drawing Number 96-331, Eastern Metal Supply, Inc., 0.050"Bertha Storm Panel, sheets 1 through 8 oft,prepared by Tilteco,Inc., revision 2, dated 0 711519 7 signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS I. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050"aluminum storm panels,prepared by American Test Lab of South Florida, Test Report No. .4 TL#1022.01-96 dated 11108196, signed and sealed by William R Mehner, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor Analysis, dated 10121196,pages 1 through 15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. 2. Calculations far revised anchor schedule, dated 05102197,pages 1 through 33, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. MATERIAL CERTIFICATIONS L Mill Certiled Inspection Report of coils, dated 01123196,for Aluminum Alloy 5052-H32 by Barmet Aluminum Corporation with chemical composition and physical properties. 2. Certified Tensile Test Report by Cert fled Testing Laboratories Report No. CTL 9846B dated 10131196,for Aluminum Alloy, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 098-0817.16 A. DRAWINGS 1. Drawing No. 98-172, titled "0.050"Bertha Storm Panel",prepared by Tilteco, Inc., dated July 7, 1998, last revision#1 dated July 7, 1998, sheets I through 8 of 8, signed and sealed by halter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS L Mill Certified Test Report issued by Nichols Aluminum dated 05128198, with chemical composition and mechanical properties of the 3004-H34 Aluminum Alloy panel. &'Ye= '�--&fivz� IGWY A.Makar,P.E.,M.S. PERA,Product Control Unit Supervisor NOA No.12-0209.06 Expiration Date: 08/07A013 Approval Date: 05/1012012 E-1 P Eastern Metal Sunply.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#00-0602.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#01-0516.06 A. DRAWINGS 1. Drawing No. 01-058, titled"0.050"Solid Bertha Aluminum Storm Panel",sheets I through 15 of 15,prepared by Tilteco,Inc.,dated August 27,2001,signed and sealed by Walter A. TillitJr., AE B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test,per SFBC PA 202-94 2)Large Missile Impact Test per SFBC, PA 201-94 3)Cyclic Wind Pressure Loading per SFBC, PA 203-94 along with marked-up drawings and installation diagram of 0.050"Solid Aluminum Storm Panels Shutter,prepared by ATL of South Florida, Test Report No. 0221.01-01, dated 05102101, signed and sealed by Henry Hattem, P,E. 2. Addendum to ATL ofSouth Florida, Test Report No. 0221.01-01, dated 10112101, signed and sealed by Henry Hattem, P.E. 3. Addendum to ATL of South Florida, Test Report No. 0221.01-01, dated 02104102, signed and sealed by Henry Hattem, P.E. C. CALCULATIONS 1. Anchor Analysis, dated 09110/01,pages I through 53,prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit.h., AE. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 04124101,for Aluminum Alloy 3004 -H34 by NA Nichols Aluminum with chemical composition and physical properties. 2. Certifled Tensile Test Report by QC Metallurgical, Inc., Report No. 1 CM-384, dated 03126101, signed and sealed by frank Grate, P,E. 11616y A.Makar,P.E.,M.S. PERA,Product Control Unit Supervisor NOA No.12-0209.06 Expiration Date: 08/07/2013 Approval Date: 05/10/2012 E-2 r r Eastern Metal Sunnly,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#03-0707.02 A. DRAWINGS 1. Drawing No. 03-141, titled"0.050"Solid Bertha Aluminum Storm Panel'; sheets 1 through 15 of 15,prepared by Tilteco,Inc.,dated July 02,2003, Iasi revision#1 dated July 02,2003, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. OTHERS 1. Letter from 211teco,Inc.,dated July 03,2003,signed and sealed by Walter A. Tillit Jr:, P.E., stating that the only change from the previous approved drawing#01-058 are the general notes#1 &#11 to reference the Florida Building Code and the ASCE 7-98 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#05-0926.03 A. DRAWINGS 1. Drawing No. 05-073, titled " 0.030"Thick Galvanized Bertha Steel Storm Panel", sheets 1 through 9 of 9, and IA of 9,prepared by Tilteco, Inc., dated 0412512005,last revision #1 dated 0412512005 signed and sealed by Walter A. Tillit Jr., P.E. on 0911512005 B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Galvanized Steel Storm Panels,prepared by American Test Lab of South Florida, Report No. ATLSF 0616.01-05 dated September 1 p S, 2005, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Storm panel shutter Calculations, sheets 1 through 91 by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. on 0911312005. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance tf*e. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from QC Metallurgical, Inc.,Job No. 51M-926, dated September 20, 2005, tested per ASTM E8-93, signed and sealed by wank Grate, AE k�- - )I.geg�� Imy A.Makar,P.&,M.S. PERA,Product Control Unit Supervisor NOA No.12-0209.06 Expiration Date: 08107/2013 Approval Date: 05/10!2012 E-3 Eastern Metal Su 1 Inc. nn v, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#08-0623.06 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 11-117, titled "0.050"Bertha Aluminum Storm Panel", sheets I through 15 of 15, and IA of 15,prepared by Tilteco, Inc., last revision#1 dated November 15, 2011, signed and sealed by Falter A. Tillit Jr.,P.E. on November 23, 2011. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Permitting, Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS I. Letter from Tilteco,Inc.,dated January 13,2012,signed and sealed by Walter A. Tillit Jr., AK, stating that the drawing number 11-117 is in compliance with the 2010 Edition of the Florida Building Code. " 4 y A.Makar,P.E.,M.S. PURA,Product Control Unit Supervisor NOA No.12-0209.06 Expiration Date: 08107/2013 Approval Date: 05/10/2012 E-4 1.STORM PANEL S7fOB?✓ON THIS PRODUCT APPROVAL ODCAMEM 2007&2010 MSMMAW OF TVW JZO1a0A euAD/N0 CWA& (PAD.)HAS BMN tALRJ=FOR COMPLIANCE W ACCORDANCE WAN VE NOM, DES/CN W#V LOADS SHALL BE DrrMWM AS PER SWDON 7620 OF 7HE ABOVE MFHDOHED CODES,vSW &1)WkW& i OF rAPOON.ELCO PANELUME, CF TAP-AW AND QMW-FUX S34 ANa%M WV COaWr MAW A$AA:'7-00 STANDARD FOR INSPU4VDNS MEN 1007 PEC&ASCE 7-10 FOR AWSTALAAVONN UNDER 2010 FBC LOOT SHALL BE 7 1141 1 J/8-FOR ZWC NAXIN ANCHOR1 - ANO SHALL NUT MEFD 7NE MAMM tASQ)Amm PNET°SLR£ �vs tND=Tm ON$Ham B THORU 1B. ��T' SR)7/8'CAL"AHOHORS WALL BE ENDR6LY DWBEODED wo 7NE CoM'.ar meaw UNR:NO EMBEDMENT m STUCCO"u BE !rf S=a ! "'°' T R' '.(A,A3DJ . 114 10-20 8=0 USM SHALL BE 1 112°LONG UNA M WMW SW=DW,,AND 1 A MIMUM FOR WADS WRN AD D ALL M I ACOO FOR WAS Cpl U'�AV THOR ANAL FASTENERS SPAWN TO H MAC MO�E AJ)LtVAW WREM&NT OF 114 a x J/4'ALL PANES SOLID-Sgr QRS N KL BE 7/B°NM 1N6 C�NCREV WAZ NO ' DETERda7 D AV AfxORDA/WCE VA17W NDS SQOB EMBmwff mm STa=SHALL BE POUHT7E0. 114'0-20 SA MACHAVE SCREW USED MALL BE 1 112°LONG SOWN SHOULD STORM PAAR•Z'N ADEQUACY FOR imar AND Fume RES1StAACE HAS EON Wwo AW ACCORDANCE WITH MM 1826 OF 7HE SAM 0=AND P MINAMUM FOR MILLS WAN No SIU= MENROO@D'•COAE AS 17ER�en R£PORTS'B/02?Ol-Or, 001.01-AND aB1e.8$-Q9,as PRO700OLS W-YOr, MS-2o2 AND 90--N 4£M4T PRECAST STONE-OR PRECAST CONCRETE PANELS BE ml*W ON THE EX1 M WALL,ANORM SWL BE•LONG 2 ALL AtUMN SHEET NEM PANGS SHALL HAVE SM-M OR.TOD4-HJ4 ALLOY IIVOUGH TO REACH THE AIW sRLOMW BDW SUCH PROD£ANCHORS SHALL BE AS WCArED ON N07E8 kV It?)-AND Ba)ABOVE - J.ALL A WAMN V R w4W SHALL BE ALUWNNUU ANSdfJ MN 800-7B ALLOY&TEMPER UNLESS OVMW=NOTED, (0)ANCHORS SHALL BE Y47A=FOLLOm ALL OF 1HE REGmommAme AND SPECI=r/ONN OF 7w ANCHORS MANUFACTURE@ A ALL SaIM TO BE ST4WLMS STEEL J04 OR J18 AIR SERIES OR COAMOS/ON ASMANI•0ID47ED CARBON SM AS PER DAY BOOt$ 7.PANELS MAY ALSO BE IAWNJ D AOMONTALLY FOLLOWM 8L4TA"JW DETAILS SHOWN ON SECADm 1 7WLRU!8(SHEEP J&7 OF W/40 kM WELD SMENODI AND ND 1st TENSILE STRENGTH AND•SHALL COMPLY W1 FBO SPCM 241 L.X.I4. 13)EXCEPT THAT HEAVERS 8 J&4 SHALL NOT BE LLSEn A BW.TS TO BE ATM A J07(ALVANM STEEL OR ASS!M4 T,fRIES'SFAAWLESS SnM,WADI Js/m1 AMO M YIELD SIR WrA &Ir SHALL RE JNE RENOWAXPY OF RS COMRACAOR 70 VE•RDY RE S&=N=Or THE STRUCJURE VIHM snurm 6 rO BE - &AMUM M WALL RMLL BE AS FOLLOWS: UNLESS AMCHED TD BMW PROPER ANL7LORA0& THS SWWM SHALL OIRY BE ATTACHED 70 "lE:BLOCK OR WOOD PRAM BLALDLOWB ( O7HOLWlSE'MDTED) A 171E M rXIAWN CONTRAOM S 70 (N 70 MOM POURED COAICREIEI B71ADD10 r0 pJ7EVEM WIND I'f ALL A��COMPONENT EDGES WLXON REdIAIN AW CDNTJMJOUS CONTAaT W7I7f THE - 114'0 TAPCON ANCHORS AS~AMU=BY Ar.W, BU2JIJJA (REOUaq OR 470&&; �At7RLL510IL CAtlLK AND SEik 5MR7OW TAACRS ALL AROUND FULL LENGTH. - 114'a=X FLEX S94 ANCHORS AS MANUFACTURED BY ELCO OONSTRUCDDN pRa WM 'A smm PANEL kWSrALLAMW SHOAL COMPLY on SPECS AVDIDATED IN INS MONO PLUS ANY Bull=6 AHD ZOMNO 0MAVOW t14'0'BF TAP-DRRIP•ANCM01�•(BERFNA,SIUD-CQXA AS MANUFAMRO BY-MU-nW CCR MDOM• PRONDEV BY THE 1O710N ARQU PERMIT/S APPLIED ra - 114'0 7AMAC NON ANLY m AS-MANUFACTURE7,L.BY'POm FASrO�DEE 71.(a}THOS PRa0=APPROVAL DOBUMEN7 fP.AD, PREPARED BY 7fA5 O✓OTEIEER L3 OOWERIO,AND DOES 1�7'PROVOE'fA3'ORMAA�P'F.pR 1/4'a x 7/18B°CALK-W ANCHORS aR aCD Nye&fiMWo 'PAOMWW'AS MAA�RAW A SATE'9PECIFiC PRA�CTi l e.W?!tR£THE NBE CO DEWBy 7M OM 7HE RAC BYJ711WER FAS>7+?I M-ft ACID O.CO•CaNSDPUCTWN:pROD vM AE&twn O.Y. 1/4°0 it J/4'ALL POWIS SOUO-SET ANCHORS AS A> BY ALL POINTS WRW,,SOLT&SPEM-rt COMPANY. (b)OWMOM ro BE REWCAM=FOR THE'SMOON.'PURCHASE•AND AWSTALLARON BJIYUDINO LDE SUM of IM PRODUCT BASED aN TMs PAD.PROMEO WSW DOES NOT DEMIE PROM 7HE COMM DEMUM ON MA7dflAd EMBEDAWfAG'AYLO POLAuJ).CONCRETE OF 7APCON AMA:lORS OR'CRE7E-FLEX S54 IS 1-T/4',% 7706 WMAWN7.XOPOrNUCAON SUM-At&V L5 7HE CDfMCTORS RE8PL1AW3WV FOR ZAMAO MWJM ANLY M B r J1B1 FOR ELCO AWUWATE ANCHORS LN 1,q/t41 de)INS-PRODUOr APPROVAL DOCUMENT WAL BE CONSIDERED DIVAUD lF•d4001 W AND FOR OF TAP-RRN ANCHORS a 1 114°. (d)or SPEOft PRAlEM SSMC DE PRA BY A FLORIDA fiSZ MW ETIQAIM OR ARAWW W XH WILL A-2)7/8'CALK-N ANCHORS SMALL BE ENTmY E3LREDDED Nw 7HE PO,=CaNO m NO ETA9EEDMO4T'&7o STUCCO SHALL BE �A PAD. R RD M..P.)ADIM AS MR JW A D PROW ANDN To rRE�P EEN MR sH RaM?LBr m PERO1RTEO. t/4'b-20 SCE LASED NLNLL BE 1 1/2°LONG MweruM SHOULD STIA:'CO EX6T,AND I*AfOS/MUM FOR WALLS WAH No BDS LATTE71 THE SRE Npzwv DRWNNON FOR mm.. srvxD- AJ)MlAU1dWd E18B U Wr OF 11410 x J14'ALL POINTS -SET ANDHORB SHAK BE 718°IMO THE POURED CONCRETE NO 7HA1 P' SHALL BEAR PHE DATE AND CIA(ANAL SEN,AND 90NAN/RE OF Tl{E PAOFE'. OVAL NEFR OF RECORD EMT WO STUCCO NOLL SE PEWTM. 114'0-20 SS MAOW SCREW LSED SHALL BE 1 112°LONG MAMN SHaLRD PREPARED?. SRM.CO OM AND 1'MAI4 AI FOR WALLS W7DI AD S70M. 12-SHUTTER MMWFAOTJRERS LABEL SHALL BE PLACED ON A READY AND KME LWCA M AT PANEL DAE LABEL SHALL BE PLACED FOR EVERY OA A4)AV CASE]HAT PREL'ANr LABEL SHALL READ AS FOLLOM NTW PRECAST�M.'RW PANGS,OR PAYERS 8E K979 oN THEE BE AS WALL OR FLOOR ANCHORS EASTERN ACM SUPPLY.A1tD. SHALL BE LOAD EIWaLJQH TO REACH d7ARW STRUCtAAiP 8EMN0 SUCH EASELS AM21ORA0E SHALI 8E AS lND1LriTE6 ON NOTES A1)•& 'WEST PALM BEACH FL, A,2)ABOVE; AAW DADE COUNTY PRODUCT CONIRM APPMM PRODUCy�TRBV1011 (B)TD EOSw COA'mr wow mu. �ewilhooMmum 114-0 rAPWN AMWOIS AS M WAaTURED BY Lr.W.MAM MEMN OR 410&S) Zo ,od CRETE-NJEX ON ANCHORS AS MANUFAMnM BY ELCO CODLSrRWW.V PROMM �. 1/4°0 OF TAP-aW ANCHORS(BERTHA STUD-CONA,,AS MAMJFA07URED BY RU-na CORp4 - 114'0 ZAMAC HA2W ANCHORS As uAMJFA07WSD ar PO o FAS>ENER$w_ 1/4°0 x 7/8 CALK-N AMMORS OR ELDC nWo&f=Wd AOM W AS M NWJFACTURSD IJIJIJxiiisi�� ham By Pam Jk 94 AND ELCO CONBTRUOM PRODU=T MWEODVELx ilI' ({A.TJ( '°y 1 / / PDWTS soLD-.8£T ANdfGR5 As DLN1R19U7ED BY ALL ABAMS SCREYI, Boor&sPEC1ALIY CAUPAAW N1% :1 .;`.'�S� t� v V �., No.44167 -I FDA eUn��(Ngh volody Nuniaone zo»e) r *` O.OSO'BMAW ALUMUM STORM PANEL s ��'�� 1L E C O 1114. EASTERN METAL SUPPLY, Imc. 'u , '2- .... �� aL MU, @ ExaAJeBRlNa ANY •IYeB Bfi37A AM '•oi S��eYAL /111 am ,' ,_�2,�++Ba AES7 PALdl IWAM FL SW67 fl-117 ��xiiiixJNlj1' BNJfiR A.P.!» au, DRAWpe no fL0211M ttkAaa/I 44te7 - , I a 81ART i y'IN 4wa• -- Aca I--aoe9.11r•n (mm snng (&7m ms(mwaw t� 47J• r.800• t47J• 1.80D' - ts� 47d• t8W + am• -a,ns----zs7a —arw• I—a.ras•--� ,� p� P8d0• 8-08f• R up 1Q ALUMINUM PANEL to ALUI MAW N-W PANEL R nova:r/o.r• sews:!/r.P ® ° w Tarr ° w w U HEADER ® © 3 Max. U MD LL 80aSr J/M.t• Scuar J/Y.f' ,,J�•• _ Zlw�i lar Fri Aim STO 141 t ArA ® _e AN@LEtB=_ QL°T NUCW © " MA rK ® t VAO MAX_, 8. Q. ® �BSED °F°AN@;E TRACK ® ."F° TRACK AN@LE 9Q SWAM airs r Jp+—r-- saves:J/a-r• °IC°77EdCX �Cf r J/B.t• X02¢r J/e'.1• �W ARO�r MA, a Jie• r r s a ana mo' rear ro asls �APS�LN h Al9m"N.RVWE A O 18.OA Aummm to 1 1 T d14• C._�_=_____.___= FDA f/4'0-AOai• -- • 9A MINI WALL 1.76°0.632° t "a? QN@LE HlITH ST+Lb 10 nxaa 1/8••!• 2515-I MA DETAIL 1s wwwlmcwzw AN@1 E . _/,fD mum RAW No AM 81R41h 8/a•.I• DA $� mrmor® f1��t8°x7"xt4°LQN@ WAL a,aTe as ��vlthtita81mt8s i� m:av® resit oJw emb 4/1r a!• a ? ii + Rfab• d 6D�'OF0 / b 1ZA ROLtHLf HOL+'AT PANEL aeooa0�� i ®®v 9d cn�crmd ®4eor� �QPTION TO 12) t3 �/�®®O° FLORIDA BUlLDW6 CODE(High 1/ekcity Hurricane Zone) mess rnw A� aroma r J/a•.is° '•.�� L&/Ad - OPT"2 ° N0.4418f 0.050°BERTHA ALUMINUM STORM PANEL © KEY W.M AT Ma $ �IILIECOINa. EASTERN ME1•AL SUPPLY, INC. "AM °gyp• •� T6 m*R SNBIN R Mr PALM °°®°!�'so• �.��e0 °� ,a � ma� r � m° 4 �4 L 'mo � ° AMA r�'g 44197 1 a � srltxr u m•,s rOP TRACK (SW-WMPON£NT$WfaT IA OF 15) iJop�� CONCRETE ANCHORS (S££SCHEDULE•) �� iMfir. - ° 0 0 0 ' o 0 --T-T- -'•1---`•T -"1--- -r-'1-r---1'- -T"r--r-'`- -i...»r-rrT-^ - —, — rT r-r-rl - !! h O O TW j n - r CONCRETE ANCHORS (SEE SCHEDULE) L °, 1 ii BOTTOM TRACK. STORM PANEL TYPICAL ELEVATION (SW COMPONENT$ &Wr ?A•OF 15) rt�o>?ucrxgv>rl>Q► sauf: 1/8°— 1° BundidBColTa � a •od t3 �r C° �f/4°Max. C+AP 114°Mm. ' et 10 01 TYP. p01N ,go°O FLORIDA BUILDING CODE(High Velocify Hurricane Zone) 0.050°BERTHA ALUMINUM STORM PANG L m/aa No.44167 ° � �r 11/19/11 SECTION A—A11LIECp EASTERN METAL SUPPLY, INC. oA s Q'$ rnc,r 18s76YB®EptQW6CglNO ocblav,r �w SP06 a s ax SCA1.L': 1/e°= 1° Bos�•.. 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DAW, 'Q^ Tfid"TESMO a 6TNNNSEMNO QWAW 1tEra//,,,2 fA1STAL/anon OF x1° FLOOx/cE&J�YC mmnvlGVO s8cnoxs cav a p.C'• �ZORIOQ.',.:'�>es `� •` "r ^,ri160 rw P" At f 1--117 COMOM EV ANY WAY TO SEAT ANY OP5TAd,A+10e6 v° F••'• �Ca°° -ou087,B eos m asanvtm om se m°amn om atpamto Mo o'OOOis`r�UAIALrc��°°°`°° atra°if441rE l e - - mar 7 cr to nworo+++ 4 J114°Max. GAP 1 114°Max GAP 1 �sE£TION 9-8 M(1 1 14B/6, 14A/6, OW 15,160/7 15,16A/7 �t�CNEa r//4=2oxt°s.� E4 CORNER 0 S7DE6YALK BOLTS BOTTOM AS .pE7A1 217, 1 SHOW, 2/fe. (WHOLE) . .. .. . ... . .. ..... ...... B MTER/QRLY RMWOVAMK-PANEL @V/ 0 SIDEWALK BOLTS(SEE DET - 217, 2144)CONNECTED iTl Tk1RU 51ro NOLESAT®•o e°O.0 8e :: FASENEO AT REAR Va 0x2132" WING NUT 0 EVERY ALK BOLT. 2° ORQOR 149/6, 14A/6, 15,166/7 15,16A/7 M3a°x� NCRETE ARMORS(SEE SCHEDULE) 'Mgr° P M/n. i MM. PRODUCr INTERIORLY BWOVA$ STORM PANEL _PARTIAL ELEMAWA Y '`° - p •06 SCALE: 1/8°m f° t�l6LOt01ligPBaaspaaaa Control ,d �� %E?,A. 4`� '�CENS 9 FLORIDA BUILDING CODE(tffgh Vabafty Hurricane Zone) >4. .44167 0.050°BERTHA ALUMINUM STORM PANEL �y a rt/te/Pr IL E C O mNa. EASTERN METAL SUPPLY, INC. DAW �OOp�B' ,•.. •'I�\��4�,w°°a �TH5PN0 h EMaIIVffiRGVG CAeIP leg'AW MIM M Am v m o��. TMOM T aaaaaotnaeN a 'A E , ao , , , _ _ No am a a-,e A a'x r x AW.3103 H N oR MAXTA,lT77b1 ea�1—a>3 ALLOY cent Aar.AN= _ A.S D DESIGN RMSPM �'AMW (2n s f} AND wRH ANarORS®12'a \a 1c01 aaNCHORS _ 1"P r4aF PANE'/. d 1/4°3!"4 0 AAME A.SJ 0.DD 4E W Mm PAM Ll kWH 4UJL�fAr�RXA1HkJ & PRESSURE r.) L .J 70 MAW ANY COMBAVA= OJN�BLOL7( w far.) 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M I ALTERNATIVE 5 � � I ALTERNAUZZ, �,••WAAA I ' ro GL4w 1 I I I 1 4 I I ALTERNATIVE 7 I t - f2°o a 19&WZW r W PLATE S.004 I V-20 S.2 w W/ _ 49rA a x�&W LONG a%W g ®2a°o a w�u�rovur - adssr144' Z®12 as a 72°a a yA� FOR SPARS'OP 70 5'-9° f aem LAtt t, 9�q°Mft oRFaPr/+srANS UP 70 9'$° 4" w fi 1pinO,y P 2O¢CO®12°/a Ge w/ 0 MD OM OF NNE i 1$" Al %WW OFOF PLATE TWN @ 1 7 SPAS 7�Wi,1 ALTERNATIVE 2 ALTERNATIVE .B ALTERNATIYK8 �• I WALL MQUNWO INSTALLATIONS m mASS I t _SECTION$A S=t f/A°=1• ' TR0DUCt'itBV18w r 4b-20 i NOTE FOR COMBINATION OF SECWNa^ -- vftdwnm" 10 x'rS2" wAU MouNmuc secrroMS caN BE COMBINED =Nlo -®f2 a Of ANY WAY TO SUM ANY fiWA&WAL INSTALLATION DETAILS ON EXISTING WOOD BUIL Lu ;oo 8 s� ae�"oaeea+loauooNafo��0e �,�EFt •rlLC,�e®om FLORIDA BUILDING CODE(High Velodfy HurricONe Zone) 1. INSTAUATMNS ARE ONLY YALAD FOR A.&D OEStGAI pRESSUAE RAT0I0 uP F :'Q 0.050°BERTHA ALUMINUM STORM PANEL L mad f a°m Lac TO+610, -72.0 r�AND PANas LENOW UP To s-o; EXCEPT A5 ffirsirr 2°x a• e°o.a w r r//2y�' EASTERN METAL SUPPLY, ING: �N 0�.�PDPL7RATlON P.FOR NEW WOOD FRAME CONSTRUCTM WOOD ME eDW TO BE SOUDIER� •� ®d TH OF PLATE P07E Na$ W/SPE�dFIC DaWY OF O.S9 OR EQUAL m I L E C ID Imc. / �� iRLR 7LSrtNO g,xmNamarxe COMPAAIY sw P"912M a u00 11-117 ALTERNATIVE 3 A��F•:�f1�R�7IDPr•. ovoeo�SSI •......�G�e`o`oe mum Axomma11 if era E i ao f fe , " swn 12 of 18 7AI000Oryllllt0� _ iP00D fRf�6 24 OR�RAf7t9P tP®lP41 ® °a a•rrE 1*x 4°x f'x 4'x1 B° f4S bi S, Am�InW"E MW XW. !AO 8/e•C TXO I Wam Sam TS.S S 4 fJIGN 4050.. AT AWWM OF s°a a I cant LOPATE salmW s I Im m WOOD AT L!lDVM OF Aaa s� ms Wm a°L11O. I mfium? 2°tAie rsn� I _ W 2! Aft %m m I f W a t m f PENETRA7701V. pENEm 7wm A1,T—&RM.'IVE 110 �.T QNA77VE� r 4°a-2o x I f 718'0 x ilir i f �aocsrs W/ I I 114-0-a0 ss s0nma I 2•x0' rr°r® ID I xJ I ve'ox WAD OFac I ®ra a A01 US I a rem Dom � 4°0 LAII 7HlWDWZD t/4°0 fAO PEdhTNA7lON®6PDYi®Nf a•x q° fPS a e'0.a W/ r/4°rT f, scam 11140 W PL AM_ Ot•P M 1 t T(DPr VOW.- 7DTF1 4 o.a W 1 / MLt TR!♦F'xmv OF PMW- _ALTERNAZYME 9. A-A_ LMRNATIVE It ALTERNATIVE 92 >k ALTERNATIVE 1•d >* VAUD FOR Mom A.S.D. PRESSURE RATING OF 4.63.5, —63.5 psf. CEILING & �LOQR •MOUNTING !AS(� f A., WALL MOUNTING INSTALL4TJON sacs r P/4°a 1' SCALE: 114'- i' PRUDIJCTft8VlBgp BuitdMehtlrel+fmldn NOTE FOR O0ddBWA7tON OF WFWI / O SECONM Car BE / is C •OG 2AAr TO SUNp � TL7W E N 240.16., elAleroY4a�o�rdB�s 'l , FLORIDA BUILDING CODE(rtigh Velocity Nurric0lre Zone) \,\CENS� f a/aa I- OdSlAWT/ONS ARE ONLY uALN FOR ASD.OES/CN TpS0lW RATWO UP y ND 0.050°BERTHA ALUMINUM STORM PANEL OWN B1y is+66.0—72.0 psi AND PANEL'S LOOM UP TD S'—D; EYC"AS NOTED. �� 11/fa/r1 2. FOR NEW WOOD fWiAAE ooNSreucnore WOOD MEWBERS TO DE SDURYERPI :s4 o EASTERN METAL SUPPLY, INC. DATs PAYE No,a, W/sPEC/F/c DEMSRY OF 0.53 OR EQUAL /� 1 L E C O Mme. ,ate TOUT TEST=&finer WMVM COMPANY dm ark;•'0<0 P �L v ewe ,� a v, WOO PAW SMM A J3W 11-117 RID;•. \�4 < °r .rja#i-rwv. rmr BOe��<e ss�o••••••N�3\`oe�� WAtTER�A. �.P.E Mal masme am em w mamma aw DA W=No rtM U.if 44,Pi ors m-o1s m a s1>sar w oT fs r - - _ V I/aB,ra°am pmts KoA 8RJ($f EEJ�ER AN@NArE WAS AMCNORS 1/4° tAa pW�a•OD@�Sg/EpAy6pf{gyp Mln.7NRFN7ED"1- E7WN Si45®B°R G W/ sm 1a 8E G'£RAftm avJO B�OOa 11fAOkR �1��ro VIREVED ltB f 1 11 /TO Exrs= or aysmm ENCAmw WOOD W.ML o rr Tan. — 114 m MWO S I � I I zC*A rnt a�rara I I I 1 AS APPMAW I WOBp 116/DE�t I REQUIRED Wow I II I I , WOOD I a. �, I I I I I I _SEE churn xr FOR W& FOR Aft SPARMW II ro� I " m I mans ALT°ERNATYVE 15 II I I 11 I I I J 4 m-80 7/B°0 r J/.i2" I _ I I 7/B 0�x J/JZ° I �j,TS srtm I I e ota�a I m x J 0 aa'-o.O i 1 a'&4"_. ° �. i ' c'p I i B'fad a Tol Lou d iL I aro• I atrErfNaT� - ° f Y B,.•�--.. ro am , I _ - t 14"0-®taa G•Wf' ' Yfmn •I t t ilBn.'aaDID "4°m x J°1Mf ®MfDVJ�TE ®�°a G W/ Y x B• _ OF 71A1E � f a7/g2 dBn.1�fRAT�J VAVO aECK '1/4'b S.S LAO S REW a°^ I . 2°x 4° ®idm'mTtf OF PLATE D Fmt1311 ®4 1 om W �/2°Aft tdox I c S30MM PAAfEL01 W , L,TEM r/VE 16* a°x 4'S?= cost � (SEE 6 at ®Je°0.r.mm tea ExLSrJxB tmp r/a, ALTERN ME 18A* aro,REV Ar 1��mxsttjsHa FAST ED Emsw REOD )W/FASiFlJa7S 8Rt1.Y1 52J. ®EYf92r SMEWALK BOLT. 7WS A8° M a PAREUAATE 1p ,,y pAq 1/4°0-20 x S/4• ALT�RNA�'l yE 180'J 7lAS ANQHafRS®4 1/?°O.G 1a BECTON aaoB Of Tfe t�7s W/7 _CEILtA-0 & FLOOR DOW PLrWWD SOUTH FL BUMOXG CODE Jam° Kur WALL bfOtd NG /E(,STALLAflONS MOUNTIN ®Ja-a 4 P om=R8V18BD .mur: ALdT/(�N�S _AL�6 LZ B o'" — SECTIOAIS 18 *VAUD FOR Max. A.S.D. DESIGN PRESSURE SPeuE:f/4°4 f• ffi VAUD FOR Max. A.S.D. DESIGN PRESSURE AaaapWmNNav .0 SCALE: t/4°a P RATING +635, —63.5 psf. RATING +53.5, —635 psf Nms FOR cam m izoN of sECToxs: MI —O iF MW Md770N A Copapt .lu �TIONS VALID FOR PANELS I USED JOINTLY sCAEF: 114'- 1° WITH INTERIORLY REMOVABLE PAYE s D w ppR�cErlmc MOJAV1nvo SECTONS caw eE 1N AtdY WAY TO Stiff ANY fNSTAUTATOPL IWSTALLATIDN DETAILS QA OWZYNG W20 BUILDINGS �a�a o e 0 a�eE�f o o u e��t f,A S P rmD®® m`a P� A. �j/,. FLORIDA BUILDING CODE(Nigh Volocity Hurricane Zone) NOTES: m°.�;••�GE1US '•;'®�'°° La/A.a. 1. mf NJATIONS ARE ONLY VAUD FOR A.SD.DEsm PRESSURE RATND UP 0.050°BERTHA ALUMINUM STORM PANEL ppA�yp pr, TO+6&0-6&0 paf AND PANEL'S LOVOW UP TO a=0; EXCEPT AS NOTED ""� ft/f8 17 ?.M NEW WOOD FRAME CONSTtUCTON.•WOOD fAEMDErts 7n BE soufNElaf !/ , PUNS Na Z W/SPEC/RC DEN ,OF 056 OR EQUAL IL E C C 1ea.� STERIJ METAL SUPPLY INC. m•fS rA Q{� .'� nLur TER Ma a EniUtfiZ Q OmpAW WE PAM PERNOW t FL=07 11-117 p RIO Ee-aoed mvAamw as 1B"167 c t _ _ - srEEe►f4 or 1B ftllannsro9 .. 1/W as LAO SCROF 1�4°0 as IAi? Y/ 0 4°o.4.W/i t Aain4 DOWADFp'41,kt ft rMWEL T/VELY, TRAfYf 0MAY�ATfAt�/Fp k-. ®4° /f�t��OW I LE AS PER DElA2S SWOWN REP1�Ea ON ALIEW?W A SHEET iJ OF 15. 8'1E�n.)E7PS7wo SIRUCIURAr.ApEQUAOY .P kEQt1lltED. 114-0 S.$LAO SCREW QSRN 00 0 4.0.a W// 1/Y MM or REr�IERED 7 r/4 0 as to SCREW rNRrxeEn PEAIE7RARON m FOR ('I'} ®4°as OW/r 1 °d8ld m MEN o1C{t} I I ce I SEE scmnxw I ° V Aft r I 1 I ° SEE -SWAMMN TO 044M I 1 FOR W& G i _ m I r i s o1'"rz"aAW I ie 61,4W I WAIL 2 I I I I mm 2 s I �9"*T ° _ I I EVERY 0 12•a s a I EVERY 4ant fr o.r D ®W 0 ALMM7E cC REPUM I D CSW Yrl -- YrIY Yss' 1PE01h?E'D Am Roum 17t- 2VIEREALY RDIfOYABLE PANE.�1 W/ a RE6f0YAWF XM 1�W/ 11410 LAO ScREY.S 0 4"& 1/4 A LAO SCREWS 0 2°o a SMAMM BM7S DEEf�*1 MEWAER HMM OEWIL 114*0-LAO SCREWS 0 2'*.& W/1 Wm F'ENE7RAwm W11 1/Y MM NARFAOED PEA£f24MW 'ro�rmw 8/A 1/4°0 LAO WREBS 0 4 1/2°ao. 7O�rl�U.e/e�m W11 112°MM n�EiM Ma7RAMV troLES AT f 0 8'ac&FaSrENEO W/1 1/Y L1mt nWEgpm PE7VE7HAr/ON IfeLE4 aT 1 0 9°aC&FASTEfJ6D AF RrAR W 1/e°ar3/ra'wm G nvr ar REaR W /e°mrs/sa°WEVC Nur ®EV6RY 57DEfYAilr BOLT. 0 EVERY StOEYALR BOLT ALA THE LMA ALTERNATIVE JW ALTERNATIVE 20A ALTERWIVE 206 CEI NC & FLOOR AIdL� u� r�uMEALLA dAre CEILM Be FLOOR LfOUNT1NG /NSTALaMMS ®®eeeeteeu000raife'r sECnd,NS f9 r, srALE:1 4 >t° SECIZONS 20 QRODUCTRomm 0®pipe � RA fj °+Fps <�qL �F .fB78• 1/ Sa am Df g4i-u UhUmFtrINdO G ••'�jCE sF`°P`� 91 Data o 13 t1WB ReY irmE ®V 6/1/4=za r w a NOTE FOR COMBMAWN OF SEC//OMS 7 0rJ • S FLOOR/ MDUnmNC sECnoNS CAN eE '!"F r'� ET I I 204ra E0 aY ANK War M sun'ANY trosracWM ' E 0 /S OW $U ORION •`4`y�o"" I _ �'0iepofeiu°iueeNee°e FLORIDA BUILDING CODE(High Velocity Hwdcone Zone) I I NorEs I I 0.050°BERTHA ALUMINUM STORM PANEL ca/aa .1878• 1. 81STALLAVONS ARE ONLY KP l FOR A.S.D. DESIQB PRESSURE RATM UP DIfA6'N BYr TO+88.0—85.0 pal AND PANEL'S LEN1 M UP TO R=0° 11/18/rf 2 FOR NEW WOOD FRAME CONSm anON: WOOD MEMBERS rD BE SDUnf£RN IL E C O.xc. EASTERN ME?AfL SUPPLY, INC. A47r DETAIL 2 — IAL47ALL 170 4!YIP PLNE No.2, W/SPECM DEAISTY OF 0.55 OR EQUAL. T4W MMO&E•NaMWAWM COMPANY —as BESTeoafs OS A—o WAG'•• m. n s1r WW PMld WAM fa JY" 11-1 r7 S/DEiYALR'BOLTS A RE1/OVd a oeerct �,„ _1�,�,, yf�1� W-00a87te ew m aeemmv am mK� av e1xtE 1°n f• nom ua 144167' vwpl 4 - 9fEET 18 OY 18