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WS-14-448Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 208600 Permit Number: WS -3- 14-448 Scheduled Inspection Date: March 28, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: ALPHONSO MARTIN, JAMES MILLS Work Classification: Window /Door Replacement Job Address: 102 NE 107 Street Miami Shores, FL 33138- Phone Number Parcel Number Project: <NONE> Contractor: FLORIDA SOLAR & AIR INC timiaing uepartment comments REPLACE 14 WINDOWS WITH IMPACT GLASS INSPECTOR COMMENTS False 1121360070240 Phone: (305)428 -2555 March 27, 2014 For Inspections please call: (305)762 -4949 Page 11 of 23 Inspector Comments Passed , Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 27, 2014 For Inspections please call: (305)762 -4949 Page 11 of 23 511AIIy hi'k' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING Permit No. F C '.1 v MAR 10 014 FMC 20 lD Master Permit No. MS H-.4-i 8 ROOFING JOB ADDRESS: _ /002!'� t o sI City: Miami Shores County: Miami Dade Zip:1 3 3 / 6 Folio/Parcel#: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple NO ✓ Flood Zone: City: Vl State: L _ Zip: Tenant1l,essee Name: Phone#: Email: CONTRACTOR:: Company Name: 0 007 0 14t1l Phone #: ;z55- Address: f l i c City: Uiia.ma r. S Zip: 3 (%S Qualifier Name: %l G�� Phone #: 9SY Y413 &_200 State Certification or R�e jstr©ation�4# � t ` 1 i �l Certificate o Compete cy Contact Phone#: `"� J 4 D a D i� Email Address:I 1. DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $� , Square/Linear Footage of Work: Type of Work: Description of V Color thru tile: Submittal Fee $ ` Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ • t Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 EMPROVEMENTS 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 opy of the notice commencement and construction lien law brochure will be delivered to the person whose property is sub' ct achment. certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio occ 7) days after the building permit is issued In the absence of such posted notice, the inspection will t e r nd nspection fee will be charged. Si Si o ent Contractor The foregoing ins was acknowledged before me this The foregoing instrument wash �knowledged before me this day of !i) I � by day of d 4 20 l T, by who is personally known me or who has. produced who is personally known tome or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: (i'1 � (l ' l/Ck.n NOTARY PUBLIC ",T7 e I'rZORIDA My Commission Expires , % Ti mi Li y U'a f livan rCar,,rnission. DD991334 •' Expires: MAY 12, 2014 BOI�TDEDTIRII 11C BO i r APPROVED BY ' �� °'""� - � ��< Examiner Structural Review (Revised 3 /1212012)(Revised (V7 /10107)(Revised 06/1012009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: '' f l r-n My Com nisi " ' sI' mothy Gallivan Commission # DD991334 .,..111,,,,2 Expires: MAY 12, 2014 BONDED MRU ATLAN -TIC BONDING Co, INC. Wining Clerk orida Solar fir Air, Inc. 10 Jamaica Dr. Cutler Bay, FL 33189 (877) 310 -0310 Fax: (877) 515-0220 rose No. CBC058952 / CAC1818475 solar & air Window Replacement Contract Job Number r. soiarandalrcom ill: custmnemervice@solamndair.com Name: /"" Phone: Aw % ?9 — 7w/ Mobile: Address: _ /OrL A.1E /O7 City-. ST : Fl-- zip: 33IG/ 3 contract is made and entered Into this day of FGb , 201Yby and between Florida Solar & Air, Inc., a Florida wration (Contractor" or °FSK), and owner(s) named above of the residence located at the address listed above (°Owner°). � Work Contractor agrees to perrorm the work described below. 1) Remove existing units to be replaced (NOTE Removed items are likely to be damaged.) uaecsons are vteweo from the Inside. On sliding glass doors Active 2) Prepare openings as necessary to receive replacement units. and Fb(ed Panels are identified. On 3) W/NDOWS., Install CWS Vinyl Insulated, _ Simonton Vinyl Insulated casements and single French doors the hinge is Identified Right Hinge PGT Aluminum Insulated, ( "Aluminum Non - Insulated and Left Hinge. On Double -French Doors the used door Is identified. 4) DOORS. Install PGT Aluminum Insulated, _ PGT Aluminum Non- Insulated_ETI mpact: ( x j Non - Impact: ( ) Color. White:_ Tan: Bronze: Grey MITI Finish: Grids Double Huna Single Huna 2 - LR Casement picture window Other Yes( ) No( ) Qt Qty _ 7 Qty L MY— Standard Qty _ Qty ,Q Ustom FA AF FA FA AF ACTIVE ACiNE � / _ Sliding Glass Door jingle French Doors Double French Doors Geometric AA AF FA FAAF AAF FAA RH ( ) LH ( ) RH ( ) LH ( ) Qtll fit/ Qty— --My Qty! City ! QtY _ Qty— less: �J �G Gi r7avrKlf *1 Ll YINMAL HERE —► rranty: Manufacturer's Warranty sent upon competition. 5) Work NOT to be replaced: L4J AG -e4aAftLia /6 �`..i�ak.r v INITIAL HERE-110- B) If applicable, removing /i shutter panels, and/or secu* bars. INITIAL HERE-11" 7) Special Instructions: [G40 P / ~ ew p" e—maplevl 8) Cleanup job debris and provide necessary permits and insurance. 9) If applicable, In the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. (No finish work other than normal installation is to be done unless noted below.) mFiAterk: pei,,-/.mew r;/G' u,d /-4i // :hedule: Contractor shall commence the work within _ days after execution of the Contract (the 'Commencement Date*) and all endeavor to complete all Work hereunder within .,f days after the Commencement Date. The TOTAL PRICE for all Labor and Materials pncluding any applicable discount) Is $1C. Q �+ Ll Zo Down Payment $ co .00 Balance Payable $ / / . 4 y T .00 mtractor will provide to Owner a Final Waiver and Release Lien and Contractor's Final Affidavit to Owner, substantially similar the forms in chapter 713. Flo Statues (2005). Circle one: ( YES o % Awner elects to apply for financing of the above - statue lump sum amount. If yes Is circled, see financing agreement and related document as well as notice on the back of this form. scellaneous: This contract contains the entire contract of the parties. It may not be changed orally but only by a signed change Jar or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be nstrued as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first above written. lu the Buyer may cancel this transactioq at arty time prior to midnight on the third business day after the date of this Inaction. See the attached notice of canFlllation form for an explanation of this right of ovm ) Home oars Assoclatlon Name: _ YES ( NO (�� Building Name: Contactor. FSA By:� (Name & Me) row) Phone M 2/14/2014 Property Search - Report MIAMI -DADE COUNTY PROPERTY APPRAISER (- Lazaro Soils PROPERTY APPRAISER Property Information: Folio 11- 2136 - 007 -0240 Property Address 102 NE 107 ST Owner Name(s) JAMES T MILLS & ALPHONSO F MARTIN Mailing Address 102 NE 107 ST MIAMI SHORES FL 33161 -7032 Primary Zone 1000 SGL FAMILY - 2101 -2300 SQ Use Code 0101 RESIDENTIAL- SINGLE FAMILY : 1 UNrr Beds /Baths /Half 3/1/1 Floors 1 Living Units 1 Adj. Sq. Footage 1,764 Lot Size 9,217.62 SQFT Year Built 1940 Full Legal Description -� 36 52 41 PB 42 -33 DUNNINGS MIAMI SHORES EXT NO 3 LOT 8 BLK 208 LOT SIZE 74.940 X 123 OR 18216 -4426 0798 4 COC 24971 -1878 07 2006 5 As s es s ment Information: Year 2013 2012 Land Value $87,439 $75,360 Building Value $137,035 $154,167 Market Value $224,474 $229,527 Assessed Value $142,725 $140,340 Benefits Information: Benefit Type 2013 2012 Save Our Homes Cap Assessment Reduction $81,749 $89,187 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Disclaimer: Print formatted report '.Aerial Photography 2012 Taxable Value Information: Year 2013 2012 Exemption/ Taxable Exemption/ Taxable County $50,000/$92,725 $50,000/$90,340 School Board $25,000/$117,725 $25,000/$115,340 City $50,000/$92,725 $50,000/$90,340 Regional $50,000/$92,725 $50,000/$90,340 Sale Information: Date Amount OR Book -Page Qualification Code 07/01/2006 $0 24971 -1878 Qual by exam of deed 07/01/1998 $0 18216 -4426 Qual by exam of deed 02101/1996 $0 17123 -2986 Qual by exam of deed 04/01/1993 $115,000 15907 -3447 2008 and prior year sales; Qual by exam of deed 09/01/1980 $78,000 10872 -2049 2008 and prior year sales; Qual by exam of deed The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and QS data to reflect the latest property information and GUS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pavmbmail @miamidade.gov CdS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Fri Feb 14 2014 S. S&We Hung Wrdow 36314 °x 51 1/Y M-90 NOA 134208.04 9. Sing/e Casemew Mdow BEDROOM 37°x 51 12° 70f75 NOA 134 206.07 10. HoikotW RogerWlndow 74 "x 501/2° 70/-W NOA 13-0206.03 11. Single Hung Window 37°x 27° 75/-90 NOA 13-0206.04 Mg 10 2014 R,� . i?-9�== 12. Sho Hung whmow 37°x 27° 75!90 NOA 13-0208.04 6. SkVIS Hung Window 5. Single Hung Window 52 314` x 60 318° 62 314 "x 503/8" 751-80 75/-90 NOA 134208.04 NOA 13-020604 4. 300 Hung Window 52 314 °x 50 3/81 751-90 FAMILJR00M NOA 130208.04 7.&Vb Hung Wbtdow FAMILY 52 304'x 50 318° ROOM 3. Single Hung Window 751- NOA 130205.04 5r x 511/? 7590 NOA 130205.04 L /4j y � � 13. Sul& Casement window 37°x 51 1/2° 70%75 NOA 134205.07 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUCiJFCT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS MASTER BATHROOM 14. SVle Hung Window 36314 °x26° 751 -90 NOA 134206.04 RIGHT OF ENTRY 1. Skab Hung Window 36314 °x 511/2° 7590 NOA 130206.04 A LIVING ROOM 2 20 2b 2-2b. (2) Slagle Hung Willows 183/4 °x48° 75/-90 NOA 13-0208.04 le. (1) Pk iwe W/ndow 38 °x48° 75/-80 NOA 134206.05 (2) 1 x 4 x 48° Tube Muffin 150%150 NOA 12- 0410.19 5 i4 ® ' in a 5 a a 5 11 P, qh-(GCP -O�l V(mph) 175 1620 FBC 6aHVHZ,wFig. 265 -1a RiakCatagmy B Table I5- I,page2 Exposure C Section 263 Kd OM Table 26.6.1. page 250 Ksa 1 F*m 26.8- 1, page 252 CCpi 0.18 -0.18 0.55 pitch ofmof NU 14.0 dagrem Uinta 14.0 degrees 1 Essential Facilities Specialty Englneetittg Comulterd:96 Inc. �� Iq p 1589 SW 30 Avenue, SuOe 020 Boynton Beach, FL 334329 FL.CA9009217 `..�, �t 61,0 Vkx1 Veloe@es N South FlorHa Am of Am of Wade Browmd PelmBeeah Awe of Risk Ceti l6S 136 1 136 1 low risk to himane alads Riak Cat 2 173 170 1 170 1 Steel, EgM Roaid- Risk Cat 3&A 1 186 1 180 1 180 1 Essential Facilities OCT 15 201 Awe of Atcaof Am of Am of Amaof Area of Amaof Awe of Am of Areaof Amaof 10.0 d 15.0 d 20.0 of 25.0 of 30.0 sf 35.0 of 40.0 of 45.0 of 5010 sf 55.0 sf 60.0 sf Me® Roof Haight rre 4 Zone 5 Zone 4 Zone 5 Zone 4 Zorn 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 40.1 40.1 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 43.4 -53.6 -42.2 -51.3 -43.4 -53.6 41.4 - 49.8 -41.0 49.0 - 40.6 - 48.3 - 40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 - 38.6 44.5 40.6 40.6 39.3 39.3 40.6 40.6 38.4 38.4 38.0 38.0 37.6 37.6 371 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 44.0 -54.4 42.8 -510 -44.0 -54.4 410 - 50.5 -41.6 49.7 41.1 48.9 -40.7 482 40.3 47.4 -39.9 46.6 -39.5 -45.8 -39.1 45.1 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 44.6 -55.1 43.4 - 52.7 44.6 -55.1 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 - 40.8 48.0 40.4 47.2 40.0 -46.4 -39.6 45.7 41.6 41.6 40.3 40.3 41.6 41.6 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 45.1 -55.7 43.0 -51.8 42.6 -51.0 42.2 -502 41.8 49.4 41.3 48.6 -40.9 47.8 40.5 47.0 - 40.1 46.2 42.1 411 40.8 40.8 42.1 42.1 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 - 56.4 44.4 -54.0 45.7 -56.4 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 - 40.5 463 416 42.6 41.2 41.2 42.6 42.6 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 - 57.0 44.9 - 54.5 46.2 - 57.0 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 43.0 43.0 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 1 46.6 -57.6 45.3 1 - 55.1 46.6 - 57.6 44.4 1 -53.5 -44.0 1 -52.6 43.6 1 -51.8 43.1 1 -51.0 1 42.7 -50.2 42.3 49.4 1 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 43.4 43.4 41.1 41.1 40.7 40.7 40.2 40.2 391 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 47.1 - 58.1 44.9 - 54.0 44.4 - 53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 43.8 43.8 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 392 38.7 38.7 38.3 38.3 23 47.5 - 58.7 46.2 -56.2 47.5 -58.7 45.3 - 54.5 44.9 - 53.7 44.4 - 52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 412 48.7 44.2 44.2 42.8 42.8 44.2 44.2 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 - 59.2 46.6 - 56.7 48.0 -59.2 45.7 -55.0 45.3 -54.1 44.8 - 53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 44.6 44.6 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 1 48.4 1 -593 47.0 1 - 57.2 48.4 - 59.7 46.1 -55.5 45.7 1 -54.6 45.2 1 - 53.8 44.7 1 - 519 1 44.3 -511 1 43.8 -51.2 1 43.4 -50.4 1 419 49.5 45.0 45.0 43.5 43.5 45.0 45.0 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 - 57.6 48.8 - 60.2 46.5 - 55.9 46.0 -35.1 45.6 -54.2 45.1 - 53.4 44.7 - 52.5 44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 45.3 45.3 42.9 42.9 42.4 42.4 42.0 410 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 49.2 - 60.7 46.9 1 - 56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 -44.1 -512 43.6 -50.3 45.7 45.7 44.2 44.2 45.7 45.7 43.3 43.3 42.8 42.8 413 413 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.5 49.5 -612 47.2 - 56.8 46.8 - 55.9 46.3 -55.1 45.8 -542 45.4 - 53.3 44.9 -514 -44.4 -51.6 44.0 -50.7 46.0 46.0 44.6 44.6 46.0 46.0 43.6 43.6 43.1 43.1 416 416 411 411 41.6 41.6 41.1 41.1 40.7 40.7 402 402 29 49. 1 1.6 1 48.5 1 -59.0 1 49.9 -61.6 47.6 -57.2 1 47.1 1 - 56.3 1 46.6 1 - 55.5 1 46.2 1 -54.6 1 45.7 1 -53.7 1 45.2 1 - 52.8 1 44.8 1 -52.0 1 -44.3 -51.1 46.3 1 46.3 1 44.9 1 44.9 1 46.3 46.3 43.9 43.9 1 43.4 1 43.4 1 42.9 1 429 1 414 1 42.4 1 41.9 1 41.9 41.4 41.4 40.9 40.9 40.5 40.5 30 .50.3 -a] 48.9 -59.4 -50.3 -62.1 47.9 -57.6 47.4 -56.8 47.0 - 55.9 46.5 - 55.0 46.0 -54.1 1 45.6 1 -53.2 1 45.1 1 -52.3 1 -44.6 -51.4 OCT 15 201 MIAMI•DADE MIAMI DADS COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strcc� Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315-2599 NOTICE OF .ACCEPTANCE (NOA) wwwminmidade.gqvieconomy. Eco Window systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHD 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 1Vliami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/11113, 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 Mianri -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 fallowing 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0221.05 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. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 d / Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 C dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on- 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 underNOA #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. ( Submilted under 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 NOA #09- 03.12.08) 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 NOA #09- 0312.08) 469 E -1 Manuel Pew, P. Product Control xain r NOA No.13- .03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 Eco Windows Systems,, LL NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coixmuED) 5. Test reports on: l) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic, Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IIETI -08 2228B, dated 01115/09, signed and sealed by Candido F. Font, F.E. (Submitted under NOA #09- 0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312 08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA #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 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. (Submitted under previous NOA #12- 0221.OS) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Percy" Product Control Exa r NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -2 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 SentryGlasO 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 "DuPont Butaciteg 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. (Submitted underpreWous NOA #12- 0221.05) 2. Proposal No. 08 -1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under NOA #09- 0312.08) G. OTHER 1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Systems, LLC. for their Series "Eco -Guard - 200" Aluminum Horizontal Rolling Window -- L.M.I., approved on 04/26/12 and expiring on 05/27/14. Manuel Per , .E Product Control E mi NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -3 p ECO -GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG CODE SECTION 2003.8.4. i ib E f WINDOW WIDTH 3 1/2° MAX. HEAD /SILL 4° 10 5/8' MAX. HEAD/SILL � 1 CORNERS 14'r A y FtA. 'Pf 8 I.IM2 twins Code ., � IL , AcccptamvNo (1 IivPjlaUoa 1>&e � �31�i - -- tl 11 II II 1 �A1i. II if I t II it I I O it �lI II it II 11 I 1 1 1 1 SSS III 8 FALSE MUNTINS (SURFACE APPUED) 37 i /4° 32 3/4° D.L. OPG. MAY BE U D.L. CPG. 3S 3/8" ECO -GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG CODE SECTION 2003.8.4. i ib E f 1/8' HEAT STREN 'D. GLASS AW DITERLAYER BUTACITE PVB BY 'DUPONT' 118° HEAT STREND. GLASS tUCONE DDW CORNING B98 p. LI GE SOS 2000 F s i+ m ] Al m HEAT STREN'D. GLASS .080° KH RLAYER SENTRYGLAS BY 'DUPOKV 1/8° HEAT STREN'D. GLASS SILICONE rDOW CORNING 888 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WINDOW V&DTH 3 1/2' MAX. HEAD /SILL 4° 10 5/8' MAX. HEAD/SILL , CORNERS A CORNERS °» FtA. 'Pf 8 I.IM2 twins Code ., � IL , AcccptamvNo (1 IivPjlaUoa 1>&e � �31�i - -- 1 O it �lI II it II 11 I SSS III , B FALSE MLWENppS)) (SURF 32 3/4° 32 3/4° D.L. OPG. BE�USEO O.L. OPG 38 7/8° 1/8' HEAT STREN 'D. GLASS AW DITERLAYER BUTACITE PVB BY 'DUPONT' 118° HEAT STREND. GLASS tUCONE DDW CORNING B98 p. LI GE SOS 2000 F s i+ m ] Al m HEAT STREN'D. GLASS .080° KH RLAYER SENTRYGLAS BY 'DUPOKV 1/8° HEAT STREN'D. GLASS SILICONE rDOW CORNING 888 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 19r JAYAD AFBIAD PItOpUCT RFiY1SBU Oi141 us rnmpl7i. with lim FM & FtA. 'Pf 8 I.IM2 twins Code ., � IL , AcccptamvNo (1 IivPjlaUoa 1>&e � �31�i Is t 0 OL 8 � Q N �yf�1 Q LL n zz g C , OrGWIOg r10. W09 -12 DEMON LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WH4DOW DHSS. A W/0 RELINE. GLASS TYPE A' -(+) WT.( -) I WITH RRINF. GLA85 TYPE '8' EXT.( +) WT.( -) WIDTH KMW 26 -1/2' 37' 53-1/8° 74' 26° (3) 4 4 70.0 70,0 80.0 SAO 904 80.0 Soo 80.0 90.0 8 70A 804 no 1 8 70.0 80.0 50.0 too 26 -1/2° 37° 53 -1/8" 74" 38 -3/8' (3) 4 700 89.0 800 00-0 4 70.0 8010 810 90.0 6 70.0 80.0 MC 90.0 8 70.0 1 ODA 80.0 90A 26-1/2° 37° 53 -1/8° 74° 50-8/8' (4) 4 704 80.9 80.0 90.0 4 704 80.0 80.0 80.0 9D.0 6 70.0 SaA 904 8 70.0 50.0 8Ao 90.0 28-Iff 37° 53_1/8" 74° - - -- (5) 4 - ..72°_ -. 9a° 98" 108° _ - -- 24° (2) __v_ 96.0 4 88.9 77.8 80.0 90A B 704 70.0 804 904 8 70.0 70.0 80.0 80.4 24 36° 48° 80° 72' � 4 70.0 80,0 80.0 804 90.0 4 70.0 Soo 90.0 6 70.0 80.0 80.0 904 8 70.0 50.0 BOA ODA 8 704 80.0 80A 90.0 24' 3s' 48' 60° 72° � 4 70,0 SO.- 80.0 904 4 70.0 80.0 80.0 90A 8 70.0 s0A 804 60.0 90.0 6 704 80.0 Mo 8 70.0 80.0 80,0 Goa 24° 38' 48° 80' 72' � 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 704 80.0 80.0 90.0 6 70,0 80.0 80.0 90.0 S 70.0 solo 80,0 90.0 24' 3B° 48' 80' 72' I 4 70.0 $0.0 80.0 80.0 4 7010 804 80.0 90.0 6 70.0 70.0 8oA 90.0 6 70.0 70.0 80.0 90.0 r 8 7io 70.0 SOD 87.8 A = NO. OF ANCHORS PER HEAD & SILL { ) - NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS OLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DINS. A W/O REINS. GLASS TYPE 'A' EXT.(+) INT.( -) I WITH HEW OEM TYPE '9' EXT.( +) IM'.( -) WIDTH HOW 74" 108 -1/4° 111' 28' (3) 9 70.0 80.0 9010 90.0 12 70.0 80.0 80.0 80,0 12 70.0 804 80.0 90.0 74°3, 108 -1/4° 111" () 9 70.0 80.0 800 80.0 MO 90.0 90.0 12 70.0 12 70.0 80.0 80.0 00.0 74° tab -1/4" 111' 90 -8%8° (4) 9 70.0 8D.0 80.0 90.0 12 70.0 8D.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74" 108 -1/4° 111' (s 9 704 70.0 80.0 90.0 12 70.0 70.0 80.0 82.8 I 12 1 70.0 70.0 80.0 80.4 - ..72°_ -. 9a° 98" 108° _ - -- 24° (2) __v_ __X& -CIAO 80.0 00.0 9 70.0 80A 80.0 90.0 12 70A 80.0 80.0 90.0 12 70,0 80.0 80.0 90.0 72" 84° 98° 108" 38" (3) 9 70.0 S9.0 80.0 90.0 9 70.0 aO.0 80.0 80.0 12 70A 70.0 80.0 80.0 80.0 800 900 90.0 12 72° 84' 96" 108' 48° (4) 9 70.0 80.0 80.0 90.0 9 70.0 SOD SOD 90.0 12 7010 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72` 84° 98' fob° 80° (5) 9 70.0 70.0 80.0 90.0 9 12 7010 70A 70.0 70.0 80.0 9A0 _ 80.0 90.0 12 1 70.0 1 70.0 80.0 87.6 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WNDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - MY VOX SIM) WINDOW DILLS. A (1/371) (1/3W) (1/3W) I HEIGHT 74" 108 -1/4" 111' ' �s) OPERATING VENTS TO BE 1/3 OF THE WNDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - MY VOX SIM) WINDOW DILLS. A W/O REWF. I GLASS TYPE 'A'j EXT.( +) WT.( -) WH HEINF. CIM TYPE '9' EXP.( +) INT.( -) Wm I HEIGHT 74" 108 -1/4" 111' ' �s) 9 700 80.0 80.0 90.0 12 704 80A 80.0 90.0 12 70.0 804 80.0 80.0 74• 108 -1/4" 111° 38()8' 9 12 70.0 - BOA - 80.0 80.0 90.0 90.0 12 - - 50.0 90.0 74' 50-5/8" (4) 9 70.0 804 80.0 90.0 74' or (5) 9 70.0 70.0 80.0 90.0 72' 84° -98 - sob" 24' _- --_ 9 70.0 1 60.0 80.0 90.0 9 70.0 80.0 80.0 90.0 _111 _. _ - 70A _ - 804 80.0 80.0.. 12 70.0 Solo 80.0 90.0 72' 84' W 108' 3s° (3) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 BOA 80.0 90.0 - - 1 80.0 90.0 72• 84' 88' 4a 9 70.0 80.0 90.0 9 70.0 740 80A 004 1 12 70.0 70.0 8DA 90.0 72' 60" (5) 8 70.0 70.0 80.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL. (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE 13ASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 FL0.L A. to Z G�M a0 tz gI Q O � ui 0Z MD ! dw F10&d0 >i I $ %� %4 11 � i &rowing n0. W09 -12 (1 /410) (1/21N) (1 /0) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL. (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE 13ASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 FL0.L A. to Z G�M a0 tz gI Q O � ui 0Z MD ! dw F10&d0 >i I $ %� %4 11 � i &rowing n0. W09 -12 'ACING IUON &E IMUL MULLION ANCHORS TYPICAL ANCHORS SEE ELM FOR SPACING 1/4" WEEPHOLES AT EACH END C. MAX. TAME CONNECTIONS SEALED WITH N :9 TYPICAL ANCHORS SEE ELEV. FOR SPACING PACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL AN 0 sEe ELEV. FOR SPACING 1„/4" DIAL TAPCON BY 'TM'' (Fu-120 KS1, Fj 92 KSO 1/4" CIA. ULTRA= BY 'ELCO' (Fu -177 KSI, PY-155 KV) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1 (OWE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8063 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING C[_RFWS (GRACE 2 CRS) INTO MWMI -DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") (NO SHIM SPACE) TMCAL. EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN, INTO WOOD STRUCTURE = 1" MIN, INTO METAL STRUCTURE = 3/4" MIN, CONCRETE AT HEAD. SILL OR JAMBS 1'a m 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. Gan. FM PF. 92 CAN 95ion M �QQ 8� LL d on 0 �z orowtng no. W09 -12 0 Ile MAX. '/SHE a g ©7 O a DRS �21 F � � TYPICAL ANCHORS f7 v.q SEE ELEV. FOR SPACING 3 Igo METAL t 20 0 n STRUCTURE e . __ - -• SCREEN OPT. -- q �Wj O g (i 4 STEEL REUNFORgN6 i 1 1 WOOD SUCHS as Gj ASaI SEE SHEEP a FOR CAPAM OUY . • .' H„ `� WINDOW WIDTH XO LAYOUT TYPICAL ANCHORS J SEE VL V. FOR SPACING J i /4' MAX. t /d° MAX. VENT WIDTH VENT WIDTH SHWS SFIUi O.L. OPO. O.L.OPG e� 2 Q B O 7 TYPICAL E ANCHORS V �i 17 ' v. FQR q. g � O o -- Z $6 iT 20 _ _ .,. _ W000 s sauEN orn - - - -- - scaEEw �` U ! WOOD SR W 6� q toy 4 S 1f t 17 01- OPG. STEEI. REINFORCING F WOOD SLAM AS READ. , • •< EXTERIOR SEE SHEET 2 FOR CAPACITY WINDOW WIDTH gg I I g XOX LAYOUT c $ R MIAMI-DADE COUNTY APPROVED MULUON TYPICAL ANCHORS SEE SEPARATE NOA SEE ELtV. FOR SPACING ro n 0 0 $jC4m U ^9e —AA— PRODUCTRBVISM F •e G as cemv,*s AVIUt U� t<tollde ' C.A.N 70892 BuUrtiogCc& g • - -__ -- Ac�p w=No t>a18 SCREEN an. By Miam eProftl ntr drawing rto. WINDOW WIDTH WINDOW tmOTH ' fl 1 � 2013 eheei 4 0 7 STRUMRE TYPICAL ANCHORS TYPICAL ANCHORS MWA -DARE COUNTY APPROVED ' e > s > SEE ELEV. FOR SPACING SEE ELEK FOR SPACING MULLION & OAS ANCHORS $$� SEE • � _ . zd CA O; .. 28 0 29 `a a 8 ALT. WCALL 0 ORS PACING q fii :H � M vi o I/4° MAX. BZ Bic! B6 SF9AI5 - ALr. O } Y! Wm3� A' YYgg TYPICAL ANCHORS TYPICAL ANCHORS a SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 22111 1 gj 0&dd� Nvl C O ¢ O AALT. I 28 N 4i CATION DETAILS 19ITH FLUSH FRAME ADAPTER r--. M AG PRODUCTRIMS91) •° nN '30659 s Ac°�"Wmd.aPtortda g � °. v ' • � c I • . �IB1Em Dale °' , a >,9 • ., d • • , .�..• °• ' .. Idia�uH adaP�od�rcHCbntro�'' dro�o wo9 -12 �heet 5 of 7 *1140� 71} $ 4 VENT T OP /BOTTOM RAIL Q FRAME HEAD Qe JAMB STILE 2063 1.250 1.1 40 1.J40 .062 -1A44 (7) MEETING RAIL FRAME SILL a.1BB 1.314 - 2$0 1.422 .340 .312 1.202 - . .082 C82 1.37$ SILL TRACK FIXED MTO. RAIL MOV. FRAME JAMB 1 n FIXED FRAME JAMB 3/1 r 1' 12 i1 STEEL REWORCING .048 .803 1.847 10 GLAZING BEAD z.6$6 .02 .500 89 2.611 26 FLUSH FRAME ADAPTER rm PARr / QUANTLTY DESCRIPTION MATSRTAL 1NANF. /SRIl'PTJRR /RRMARES 1 FY201 I FRAME HEAD 8083 -76 B , r 2 FY202 1 FRAME SILL 8083 -TB - 3 FY203 1 SILL TRACK INSERT 80$3 -78 - 4 FYM AS REOD. MOV. FRAME $NO 8063 -TO 8083 -48 - $ FYI 01 AS RM 1/ VENT FXED FRAME JAMB 6 FY104 FIXED UTB. RAL 8083 -TB - 7 FY105 I/ VENT VENT INTERLOCK 8083 -T8 8 FY208 1/ VENT JAMB SDLE 6083 -T8 - 0 FY107 2/ VENT TOP AND SOTTOM RAIL 8083 -T8 - 10 FY1OB AS REOD. GLAZING BEAD 6063 -T8 11 - AS REOD. RONFORCNG BAR STEEL - 12 - AS MD. REINFORCING BAR STEEL - 13 M04 AS RTEOD. AM -ON SILL RISER 8083 -T8 USE AS RE00. 14 FY208 4/ VENT ROLLER HOUSNO & GUIDE ROLLER.. .- CELCON - 18 FY208 2/ YENT BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL 17 88 X t' AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. WS 18 88 X 3' 2/ VENT FIX. RAL SILL SCREWS (SILL END) CRS P.H. SMS 18 W23i81 AS REOD. FIN SEAL W'STRD'PING - ULTRAFAB 20 03=190 AS REOD. BULB SEAL O-LON SCHLEGEL 21 E207 AS REOD. BULB ESN. SANFOPRENE ULTRAFAB. DUROMETER 65*3 22 E203 AS REOD. GLAZING BEAD BULB SA14TOPRENE ULTPAFAS, DUROMEfER 6S4$ 23 FLO -60 AS RIM � SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWW LATCH - SULLIVAN & ASSOC. 28 08 X i/8' 2/ LATCH LATCH HST. SCREW ST. STEEL ON SMS 28 WAX 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 8/18' BOX SCREEN - OPT�NAL 28 FY120 RUSH FRAME ADAPTER X83 -T8 OF410NAL F—,; ag AHMAO PRODUCFRLV188D CJVI. ascolroytngwith tborkdde 70592 BuildW Acaet013 4 B , r 0k 6i i i 1 �g a 41' Iq 11; � g I KN m Vl � $ 00"m 2 -2 W mg B a g droWinq no. W09 -12 MIAMI -DARE i1iIA1111- DADS COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOi4IIC RESOURCES (RER) 11805 SW 26 Street RoDm 208 BOARD AND CODE ADAHNISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) wwmmiamidade.eovtecox<vmy Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the 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 300" Aluminum Fixed Window -- L.M.I. APPROVAL DOCUMENT: Draining No. W09 -20, titled `Bco -Guard Series -300 Alum Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23109, with revision C dated 01/11/13, 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. N any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0223.25 and consists of this page 1 and evidence pages E-1 and R-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. r' r NOA No. 13- 020b.05 M1�1Mt DAOE CouNTY ; f Expiration Date: June 17, 2014 �f Approval Date: May 02, 2013 Page I Eco Window Systems, UI.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum. Fixed Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 03/23109, with revision C dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 97 1/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HET! -08 2192A, dated 01 /15 /09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) 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 installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. ( Submitted utaderNOA #09- 0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2). Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193A, dated 01115/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 481/4" wide x 96 3/8" high Eco - Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193B, dated 01 /15 /09, signed and sealed by Candido F. Font, P.E. (Stibniitted under NOA #09- 0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HE TI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) Manuel Peps E. Product Control E m' er NOA No. 13-0 06.05 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E -1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTINUPD) 6. 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 installation diagram of a 50 5/8" wide x 63 1 /4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. BE, TI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA #09-1413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01/27/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0223.25) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25111, expiring on 01/14117. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg 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. ( Submdited under previous NOA #12- 0223.25) G. OTHER 1. Notice of Acceptance No. 12-0223.25, issued to Eco Window Systems, LLC for their Series "300 ECO- Guard" Aluminum Fixed Window — L.M.I., approved on 05/03/12 and expiring on 06/17/14. Manuelleerez, . . Product Control Exe We NOA No. 13 -020 . 5 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E -2 zS .o5a .Sao lido a.811 FLUSH FRAME ADAPTER FRAME HEAD /SIL.L /JAM8 .750 .81tt� .503 GLAZING BEAD FI.o7o -y t 050 ANCHOR COVER CO —GUARD SERIES -3Q LUMINUM FIXED WIND( DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE TONE (HVHZ). 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 EMBEDMENT TO BASE MATERIAL MALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE 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 COME INTO CONTACT WITH OTHER DISSIMIUIR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. WINDOW WIDTH FALSE MUNRNS D.L. OPO. f0 (SURFACE Z UOm) Ci A � 1 g° MAX. la° MAX. HEAD /SILL HERO /sllL CORNERS r' A •k', GLASS ALL—DIMS. O.L.O. HEIGHT WINDOW HEIGHT — 3.825° D.L.O. WIDTH WINDOW WIDTH — 3.825° cngr, PRODUCTRBVnED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. C ns compllin ®wI01 the Florida ARE NOT REQUIRED. P N ' ,Obit D�lldinaCoda Aeeeptencc No 18llnp Dm. 4. Z d1 g �7 43 0 1121 0 N ooh z O W :r � 0 m 4 E drawing no. W09 -20 11 a I. Il II— II n ,I � 11 II u u e 1 g° MAX. la° MAX. HEAD /SILL HERO /sllL CORNERS r' A •k', GLASS ALL—DIMS. O.L.O. HEIGHT WINDOW HEIGHT — 3.825° D.L.O. WIDTH WINDOW WIDTH — 3.825° cngr, PRODUCTRBVnED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. C ns compllin ®wI01 the Florida ARE NOT REQUIRED. P N ' ,Obit D�lldinaCoda Aeeeptencc No 18llnp Dm. 4. Z d1 g �7 43 0 1121 0 N ooh z O W :r � 0 m 4 E drawing no. W09 -20 3/16° ANN. GLASS 3/18" HEAT STREN'D. CLASS 090" INTERIAYER 090" INTETOAYER BUTACITE PV8 BY 'OUPONT' SENTRYOLAS BY 'OUPONT' ' 3/16` ANN. CLASS 3/18° HEAT STREN'D. GLASS SILICONE SILICONE DOW CORNING 899 DOW CORNING 899 GE SCS 2000 k+ BE SCS 2000 z 53 !. ! - 1 jl 4 ! d 11 S a !I II 6 [7 y y II iI I e u @e X 1 -114• SMS g8 X 1 -114' SMS AT 3 -1 {2 FROM ENDS AT 3 -1/2 FROM ENDS AND 10 O.C. MAX. AND 10° O.C. MAX. GLASS TYPE 'C' GLASS TYPE 'D GLAZING OPTIONS WMDOW WIDTH WINDOW WIDTH L _ WINDOW WIDTH WINDOW WINDOW WLOTH - _ I I I f w. wwrH J �°� r 1 Wlr4QOV WIDTH WINDOW WIDTH _ l WINDOW tw4rH I I L J ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCROING PICTURE WINDOW SHAPE WITHIN SOUAIBE OR RECTANGLE AS SHOWN IN DDYTED UNFS AND CEITAfNINO ALLOWABLE LOADS FROM THOSE SHAPES. R g h d g DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' CLASS TYPB 1w WINDOW DIMS. I GLASS TYPE 'C' GLASS TYPE 'D' WIM CW) JLENWH (L) EXr.( +) INT.( -) EXT.( +) 1NT.( -) WIDTH N JLENGTH (L)i EXT.( +) INT.( -) EXT.( +) 1NT.( -) Q a 12 p O (� p `pp'771 O Qm �a z gj 2a° 3p° 36° 4Y 48' 54° 601 66' 72• 75.0 60.0 Bob 90.0 26-1/2° 37` 53 -1/8° 74' 28` 78A 79A 75A 80.0 80.0 80.0 BOA 90.0 90.0 00.0 94.0 75.0 80.0 80.0 90.4 75.0 80.0 80.0 90.0 80.0 80.0 75.0 80.0 80.0 60.0 90.0 764 80.0 8QA 75.0 80.0 80.0 900 26 -1/2° 37° 59 -t /8° 74" 3�. 754 80.0 80.0 90.0 90.0 90.0 80.0 76A 80.0 90.0 7S0 Bob 80.0 75.0 80.0 80.0 90A 75.0 804 80.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 75.0 80.0 80.0 mo 28 ^I /2' 37' 83- 1/8• 74° -g /6° 1 754 a" 80A 80.0 80A 80.0 80 0 1 24° 3p° 38' 4Y 48• S4° 80• 88• 7r 4a. 75.0 80.0 60.0 90A 7510 80.0 60.0 60.0 75.0 80.4 60A 80.0 71.3 71.3 76.0 I" 80.0 8Q0 9Q0 90.0 711 80.0 79.0 60.0 80.0 no 28 -1/2° 37' 93 ^7/8° 63' 75.0 80.0 80A 9Q0 90.0 90A 73A au 9QO 780 80.0 80.0 80.0 75.0 80.0 80.0 90.0 87.8 725 -[ j V = 1 0 Z � O Q 18 c^1 W of c Ih - _j z r �, 75.0 80.0 BOA 90.0 1 26 -1/2" 37" 93 -1/8• 78° 75.0 80.0 80.0 90.0 90.0 90.0 75.0 80.0 84.0 90.0 75.4 80A 80.0 75.0 7866 80.0 90.0 87.9 09.9 80A 24' M. 35• 42• 487 Be 80. 66' 72" �. 75.0 80.0 60.0 90.0 W L $ / //% .C14TE; VERTICALLY ORROHORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM Et3DD -D4 (3 SEC. GUSTS). Eegr. JAVAD AN1dAD PROnUCT RDV198i7 PIA. PE 1 70582 Bulldf ycoft 1h 970lRWld9 C.A.N. 836 Acc4piNUa1 No t� ' O° 0 I p.ZI a 79.0 80.0 90.0 90.0 80.0 79.0 80.0 80.0 80.0 75.0 80.0 80.0 75.0 60.0 80.0 90.0 66.8 71.3 80.0 90.0 60.2 84.2 80.0 90.0 60.2 84.2 1 80.0 90.0 60.2 84.2 8010 90.0 24" 30• 30° 42' 48' 60' 72° 79.0 BOA eo.c . 800 80.0 90.0 75.0 90.0 78.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 78.0 76.6 80A 90.0 o $ )d gg o B P 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 24" '30• 3g• 42' 48• 54' Ba° 75.0 80.0 80.0 90.0 90.0 75A 80.0 60.0 80.0 78.0 70.0 8Q0 90A 70.0 8D.0 90.0 66.6 65.6 80.0 90.0 64.3 84.3 80.0 80A 24' 3' 36• 1° 46" 96° 75.0 80.0 80.0 SQQ 75.0 80.0 Lao 94.0 °' m @ < s m 75.0 7542 80.0 90.0. 64.6 64.6 80.0 90.0 90.0 69.0 99.9 80.0 6 9 -° 14! 24• 30° 36° 42' 148° 75.0 eoo soo 90.0 78.0 80.0 80A 90.0 74.5 74.5 80.0 90.0 61.8 813 80.0 90.0 24' 30' 36' 120' 7s.o 80.0 8DA 90.0 75.0 BOA 80.0 drOwing no. W09 -20 74.5 748 80.0 80.0 sheet 2of LBY W000 tiUGK 14 e . d e •' 4'1'- Q 4 C) a O W W TYPICAL ANCHORS ® / SEE M. FOR SPACING METAL. TYPICAL ANCHORS 1 / ,. STRUCTURE SEE ELEY. FOR SPACING de .Q MIAMI -DARE COUNTY APPROVED MULLION & MULLION ANCHORS a a a SEE SEPARATE NOA •' n '.' e" a I I TYPICAL ANCHORS .e _ A SEE 0". FOR SPACING 3 TYPICAL. ANCHORS SEE ELEV. FOR SPACING SEE WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. NAr-11 of nnn TYPICAL ANCHORS: SEE ELEV. FOR SPAWO TAPCON BY 'D'W' (Fu -120 Km. Fy-o HSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -•3/8' MN. PENETRATION INTO WOOD THRU 1BY SUCKS INTO CONIC. OR MASONRY 1 -1/4- MK EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN, EMBED INTO CONIC. OR MASONRY 1/4' OW TEKS OR SELF DRILLING SCREWS (GRADE S CRS) INTO METAL STRUCTURES STEEL : 1/8- THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8- THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 814 SMS OR SELF DRILLING SCREWS (OWE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2- MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4- MIN. CONCRETE Vc a 3000 PSI MN. C -20 HOLLOW /FILLED BLOCK I'm - 1500 PSI MN. SEAL,A_NT ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. ` I CAH• I TYPICAL ANCHORS 8� SEE ELEV. ' . FOR SPADING WOOD BUCK , �• �I z F�FF g6 o iK 06 BaQQ IN 05 co o o °z$� a w4mm - $ Ali � drawing no. W09 -20 ® I I 1 .. e . de .Q •' n '.' e" a I I TYPICAL ANCHORS .e _ A SEE 0". FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. NAr-11 of nnn TYPICAL ANCHORS: SEE ELEV. FOR SPAWO TAPCON BY 'D'W' (Fu -120 Km. Fy-o HSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -•3/8' MN. PENETRATION INTO WOOD THRU 1BY SUCKS INTO CONIC. OR MASONRY 1 -1/4- MK EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN, EMBED INTO CONIC. OR MASONRY 1/4' OW TEKS OR SELF DRILLING SCREWS (GRADE S CRS) INTO METAL STRUCTURES STEEL : 1/8- THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8- THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 814 SMS OR SELF DRILLING SCREWS (OWE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2- MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4- MIN. CONCRETE Vc a 3000 PSI MN. C -20 HOLLOW /FILLED BLOCK I'm - 1500 PSI MN. SEAL,A_NT ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. ` I CAH• I TYPICAL ANCHORS 8� SEE ELEV. ' . FOR SPADING WOOD BUCK , �• �I z F�FF g6 o iK 06 BaQQ IN 05 co o o °z$� a w4mm - $ Ali � drawing no. W09 -20 ITSM @ PART # RSQD. DESCRIPTION Id"ERLSL MAMM./sUPPLIBR /HDMAM i FY301 2 FRAME HW/SILL/dAMB 0083 —T8 drawing no. 2 FY302 AS REOD. GLAZING BEAD- 7118- GLASS 6083 -T6 - 3 FY303 AS READ. ANCHOR COYER 6083 -T5 - 4 E203 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 8 FLO -80 1 GLASS SPACER - I18' HIGH SILICONE FRANK LOWS 8 @10 x I' 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 1 FYI20 — FLUSH FRAME AOAPTER 6083 —T8 OPROHAL RECT. OR SQUARE WINDOWS TYPICAL ANCHORS SEE ELEV. FOR SPACING ANCHORS t� t CIRICULAR WINDDYIS CORNER DETAILS I /4' MAX. 1/8' THK. ALUM STRAP WELDED 30RiTs IRS m%, 8 a O QQQ r Q C) 4 LL WEIR CORNERS Z�W Z O .10 8 ;�iu 9 EAgr. JAVAD AIe2AU PRODUCT REVISBD FlA PE 78892 DdidwgtLVi{gWo(7otlde 838p No - fjg imliw� Dale ftZ � :� � k $ '�i MO I. adoProduclC v drawing no. 15 too � I W09 -20 9hee�4of 5 METAL 8 • STRUCt'URE N TYPICAL ANCHORS gE 1 A AMCPARS SPACING UPI —DARE COUNTY APPROVED a ° SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS SEE SEPARATE NOA ^Z g ALT. Q SEE ELEV. 0 SPACING ms c V � 3 0 g4� cZ I/*- MAX 3 SHIMS ALT. z 0 to w �2 . e. TYPICAL ANCHORS • a <. SEE ELEV. FOR SPACING a 'a 'D [!W I LL ALT. INSTALLATION DETAILS WITH PLUSH FRAIME ADAPTER �"• � ARM PHODULTREVISED CIVIL ' pp�E 7Qgg aacmplying with tboFW& i....... GA,j i�s8 2 8 naRala Coax y °'D• . • Accaptwoaxo _ _ l [on Qr v.. ° • v ' I��11 9 F aft m&xt Control drawing no. TYPICAL ANCHORS a SEE ELEV. FOR SPACNG t..J W09 -20 shcot 5 oof 5 Eco Window Systems, LLC 9114 NW 106 Sheet Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction 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 100" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L M.I.Y% sheets 1 through 6 of 6, dated 02112109, with revision B dated 01111/13, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sates, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0223.24 and consists of this page l 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. 13-0206.04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 f Page I Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with revision B dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0224.07) 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 installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -0$ 2166C, dated 12/ 15, 2009, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA #09- 0224.0 7) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of a 53 -1 /4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -216$, dated 12/15/09, signed and sealed by Candido F. Font, P.E. ( Submitted toiler NOA #09- 0224.07) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 53 -1/4" wide x 76 -114" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 2170, dated 12/15109, signed and sealed by Candido F. Font, P.E. (Satbfnitted tinder NOA #09- 0224.117) :` Manuel P ez, P E. Product Controll xan3wr NOA No. l - 06.04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 E -1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01/30/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0223.24) 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. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite& PVB InterIayec" dated 09108/11, expiring on 12/11/16. F. STATEMENTS I. 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. (Submitted under previous NOA #12- 0223.24) G. OTHER 1. Notice of Acceptance No. 12-0223.24, issued to Eco Window Systems, LLC for their Series "100 ECO- Guard" Aluminum Single Hung Window — L.M.I. ", approved on 05/03/12 and expiring on 04108/14. Manuel Pefez, P,E: Product Control Exaldi"ner NOA No. 13-024 .04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 E -2 m (Sw ECO —GUARD SERIES -100 ALUMIUMM SIN.Qj5 HUNG MVDOif DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMRED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER OISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. EQUAL LITES ]IL?ICAL ELEVATIONS TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE MLSSILE IMPACT. SHUTTERS ARE NOT REQUIRED. UNEQUAL LTTES (ORIEL TYPE) 1� PRODUCT RBVG4SU as mnrJO 9 with IIo FbfldA Cis n i� IL!,� 1 i -ili0 W o� 8 � Hl'8 drawing no. W09 -08 EQUAL LITE6 WINDOWS DESIGN LOAD CAPACITY - PEP FLANGE DIME. GLA88 TYPE A' GLA7T8 TYPE 'H' VBDTH HDW EXT.( +) INT.( -) at.( +) iNT.( -) 18 -1/8' 24" 28 -1/2° 32° 37" 40" 46" 53 -1/8' 26' (3) 76.0 90.0 76.0 90.0 75.0 9" 75.0 90.0 75A 90.0 78.0 90A 78.0 90.0 79.0 90.0 .75.0 90.0 75.0 90.0 75A 90.0 7 &0 SOD 7&0 7&0 90.0 90.0 75.0 40.0 78.0 90.0 19 -1/8' 24' .28 -112' 32" 37" 40` 48" 53 -1/8' 38 -3/6" (3) 75.0 00.0 7 5.0 90.0 75,0 90.0 730 90A 75A 900 73.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 7 &0 KO 78.0 90.0 75.0 mo 7" 90.0 75.0 smo 76A 90.0 75.0 9&0 19 -1/8' 24' 26 -1/2° 32" 3Y 40° 48" 53 -I/8° 80 -5 18" (4) 75.0 90.0 75.0 90A 78.0 175.0 90.0 75.0 90.0 75.0 90.0 7" 90.0 75.0 90.0 7&0 75.0 90.0 _ 90.0 76.0 90.0 - 90.0 75.0 90.0 75.0 910 75.0 90.0 75.0 90.0 '73.0 S&O T9 -1/8' 24" 28 -1/2' 32' 37' 40' 48" 53 -1 /8` or (5) 75.0 90.0 78.0 90.0 75.0 78.0 9D.0 90.0 78.0 80.0 76.0 AGO 730 90.0 75.0 90.0 75.0 90.0 730 90.0 730 90.0 75.0 90.0 75.0 90.0 75.0 90.0 7&0 90.0 75.0 90.0 10 -1/6' 24' 28 -f /2" 32' 37' 40' 48° 53 -1/8° 70' (8) 1 1 7810 90A 78.0 90.0 75.0 90.0 76.0 90.0 7 &0 90.0 75.0 00.0 75.0 90.0 75.0 90.0 75.0 90.0 730 90.0 75.0 90.0 75.0 90.0 79A 75.0 90.0 75.0 90.0 90.0 76.0 90.0 EQUAL LITES 1/8" HEAT STREN'0. GLASS .090" INFERIAYER UNEQUAL uTES WINDOWS BUTACITE PV8 BY 'DUPONT° FLANGE DIME. 1/8' HEAT STIN'D. GLASS p. F SILICONE DOW 899 HELOiC 18 INT4 -) rn 1NT.(-) i iI 1 8-r-I 75.0 i' I I 21 90.0 GLASS TYPE 'A' UNEQUAL uTES WINDOWS DESIGN LOA CAPACITY - M FLANGE DIME. GIM TYPE 'A' GLASS TYPE VIM HELOiC EXT.( +) INT4 -) EXT.( +) 1NT.(-) 18 -1 /8' 24' 26 -1/2' 32' 3Y 40' 46• 53 -1/8° 80 -5/8' (4) 1 75.0 90A 75.0 90.0 75.0 90.0 7&0 90.0 750 90.0 78A 90.0 75.0 80.0 75.0 90.0 75A 90.0 78.0 75.0 90.0 75.0 80.0 90.0 75.0 9010 7&0 90.0 75.0 90.0 75.0 90.0 19 -I /6' 24' 28 -1/2" 32" 37' 40' 48• 83 -1/8' 63' (5) 75.0 90.0 78.0 BDA _ 75.0 90.0 78A 90.0 16.0 90.0 7 5.0 90.0 90.0 75.0 90.0 78.0 75.0 90.0 7S.0 �A 76.o 90.9 7&0 90.0 - 7&D 90.0 - 78.0 90.0 t9 -1 /8' 24' 28 -1/2° 32* 37' 40• 48' s3 -1/8" 78' (B) 75.0 90.0 79.0 90.0 75.0 90.0 00.0 75.0 76.0 90.0 15.0 90.0 75.0 90.0 75.0 90.0 - 730 90.0 - - 75.0 90.0 - 78.0 90.0 - - 75.0 Sao 3/16" HEAT STREN'0. GLASS A90" IN18RIAYER 8UTACIIE PV8 By 'DUPONT' p. 3116" HEAT STREN'D. GLASS F I� SIUCONE DOW 899 GLASS TYPE '13' k i UNEQUAL L)TES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SKEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC --219 4.11 a t� y P g &ita 8 t� to Z� o W mg Growing no. W09 -08 wow 9l1CiC N a 0 TYPK:AL McHmiS /-SEE EUN. FOR SPACING da a a A 4. •a r-1 SEE TYPICAL . SEE E". FOR L7 I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANGEMS, SEE ELEV. FOR BPACMG ,1/4" DIA. TAPCON._13Y * RN' (F.120 M. Fy 42 KM) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/2" MIN. EMBED INTO CONC. OR MASONRY 1/4" IRA, TEKS OR SELF DRILLING SCREWS (GRACE 9 ORS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) A14 SMS OR SELF DRILLING SCR (GRADE 2 (RS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ") (NO SHIM SPACE) TYPICAL, EDGE ANCE INTO CONCRETE AND MASONRY 2 -1/2" MIN. INTO WOOD STRUCTURE = I" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Ira - 3000 PSI MIN. MASONRY I'm a 2000 PSI MIN. E+ = ,FAY AtndAO PRODUCT RHVWHD :3898W2 a cmvlyine tvlUtilte Flnrld6 FA PE. 2.1v ilding Coda lion Date 14' is SEALANT :3 aea Pmaucl conwt f ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 4V Z f2 IL h all i N s g0 Zw $ Z6 Wm -20 drawing no. W09 -08 TYPICAL ANCHORS 8 8A 8 PART FYf 01 FY118 FY103 FY104 Fri OS FY114 iYTO7 FY108 Fl„Ga FV118 8L203P i8 X 8 /B' #ext° F8 X 3/8' E207 E203 W2318t FY117 BS x We F210 mm UQD. 1 DIMIPTION FRAME HEAD 1 FRAME SILL 2 FRAME JAMB 1 FM MM. RAL I VENT TOP RAIL 1 VENT BOTTOM RAIL 2 VENT SOE RAIL AS R= GLAZWO BEAD (8 /18° Uk O AS ROD. GLAZING BEAD (7116' LAM. 0 2/YW SASH STOP 2/Vw SWEEP LATOi, AT 12_1/2' F 2/ LATCH DITCH OW. SOWS AS REOD. FRAME & VENT ASSEMBLY SC 2/ VENT BOTTOM RAIL ASSEMBLY SCRE AS REOD. BOTTOM RAIL SEAL - SMES AS RECD. GLAZING BEAD B" AS REOD. RN SEAT. VSTWPPING 4/ VENT SASH ow 1/ GUIDE SASH GLADE WST. SCREW 2/VENT SASH @ALA WE / BNANCE BALAWE M. SCREW AS REOD. CLASS SPACER 1 - 8/18" BOX smm FLUSH FRAME ADAPTER cra F- PE 70552 CAN. 95 MAY. TYPICAL ANCHORS SEE ELEV. FOR SPACING FRO>7UCT "Alb Albthe[Raid. 4imV Z r e� Y h V� Q 00 oil fA aq� S u 0 0 oZ� 0 W rnR O ffi o � .rowing no. W09 -08 MATBBTAL 6083 -T8 MANP. /8UPPLIEB /Re1 8063 -TB - 6083 -Tg 8083 -T6 8083 -T8 6063 -To - 6083 -TB 8083 -T8 - 6063 -T8 - 60B3 -T5 - ENDS 7ALWC SULI.IYAN & ASS= ST. STEEL FH SMS CRS PH SMS CRS PH SMS NEOPRENE ULTRAFAB 9ANTOPRENE U.TRAFAS - ULTRAFAS CELCDN MON PIASRCS CRS OH SMS TYPE B BY BW SUCONE F�- 8083-78 cra F- PE 70552 CAN. 95 MAY. TYPICAL ANCHORS SEE ELEV. FOR SPACING FRO>7UCT "Alb Albthe[Raid. 4imV Z r e� Y h V� Q 00 oil fA aq� S u 0 0 oZ� 0 W rnR O ffi o � .rowing no. W09 -08 SSE It�~ TYPICAL ANCHORS TYPICAL ANCHORS MW -DAOE COUNTY APPROVED a • e o- . SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & TE NOA ANCHORS 'f, � e• 0 s D W I � p$ ALT. n q Q p TYPICAL ANCHORS 8 a SEE ELEV. FOR SPACING t vi • � W 0 g 1/4° MAX. . SHIMS ALT. � Z O� ' 8 W ms •o- e' n' . =7-. � a a • TYPICAL ANCHORS a C l i SEE ELEV. FOR SPACING ' n .G iR • e O vef O S O c ALT. a m r. .1MM AHm RODUCFREVISED INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER cra as complying wRlhltoFloddo Fla J 13 on Dow t4. g r ` •o- ' •• v..' Ray l nv D' (ylj rn,&dCo t drowinq no. W09 -08 sheet 5 of 2.750 .062 1.888 --T,7gp 913 a91a OO FRAME HEAD 14-- -2.874 oea z. O FRAME JAMB 1.373 b18 .39A ,9D, _ .049 - .050 903 1.422 ® FIX. MEETING RAIL -�I ,.047 �I t.D47 1.300 1.230 .082 L1.140-1 VENT TOP RAIL VENT BOTTOM RAIL ® FRAME SILL GLAZING BEADS ,.434 I ,•� 062 "M .sal VENT SIDE RAIL a.ese .oea 900 69 281, FLUSH FRAME ADAPTER 14 14 FRAME CORNERS DETAIL w a t o //' r4r.. JAVFD A1mm PRODUCTREVMD bwL vithth FICTWO F, W, # 70592 nuDA �g Coda g r D ry,ieW oProdsxt J L Z og a 0 Wm�[� drawing no. W09 -08 MIAMI•DADE hiIA►lii DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www miamidade.aov /economy Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco —Guard 500" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S -500 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01/11/13, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E., 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: "Wami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0223.27 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ! r NOA No. 13 -0206.07 Expiration Date: May 19, 2016 r� Approval Date: May 02, 2013 �° Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11 -05, titled "S -500 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01/11/13, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS I. 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. IIETI -10 3140, IIETI -10 -3141, HETI -10 3142, RETI -10 -3143 and HE, TI-10-3144, dated 12129- 30 /10, all signed and sealed by Candido F. Font, P.E. (Submitted under RtOA #11 -0349. U6) 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 NOA #11 -03 09.06) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO- Guard" Outswing Aluminum Casement Window -- L approved on 05/03/12 and expiring on 05/19!16 Manuel Pea r P. s . S Product Control�Examiu r NOA No. t�3 . 7 Expiration Date: May 19, 2016 Approval Date: May 02, 2013 E -1 I /8' TEMP. GLASS 318° AIR FACE 4�U�E� ° ST'D. GLASS 1/8" HEAT STREN'D. GLASS ER 080 iNTERLAYER V. BY 'DUPONT"BUTACITE PVB SY 'DUPONT' ppp... 9fRENb. CLASS ggg 1 /8' HEAT STREN'D. GLASS .SIUCONE DON CORNING 889 D��CORNWG 889 � Y 18 SETTING BLOCKS AT INSUL LAM, GL ASS NOTCH CLAZ840 BEAD LEG TO CLEAR BLOCNS GLASS TYPIR 'A' GLASS TYPE 'AA' GLAZING OPTIONS CO —GUARD SERIES-5.00 LUMINUM OUTSMNG CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT /CASMT OR CASEMENT WITH OTHER 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HYHZ). 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 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD OURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. 6 POINT LOCK WDW. NEWT N , OF TYPICAL ELEVATION UP10 AT SASH 26' 2 38-3/8' 3 SO -8 it 4 63' 6 76' 6 MAXIMUM DESIGN LOAD RATING m + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF 40, z og f� 9 N pp�� Fo g g zk N w rn W ♦� THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. B 4 W V SHUTTERS ARE NOT REQUIRED. Ergr, JA AIU40 PRODUCI'RBVLSRD emnPlYke with 60 Fbide A.682 ! ° m DuiWi" OU& Accepleece NO 07 relbeGLASS NOTE. no. JFLA.PE CAPACITIES ON THIS SHEET AREdrawing GUMS) 2� FLORIDA W19 —05 AANND BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 sheet 1 � of 6 TYPICAL. ANCHORS SEE ELEV. FOR SMNG 0 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I ' P � 11PPlCAL ANCHORS P. 1BY FOR ELEV. 4100D BUCK TYPICAL ANCHORS: SEE ELEV. FCR SPAOPIG 1/4' DIA. le= BY 'DW (Fu m Its, Fy.82 Ks) 114' DIA. ULTRACON BY 'ELCO' (F'-177 KSL Fy-155 X51) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/B' MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONIC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY ,014 SMS OR SEL G DRILL= SCREWS (ORADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6083 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING_ SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8 °) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN, CONCRETE AT HEAD, SILL OR JAMBS Pc = 3OW PSI MIN, C -90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. J 2U13 PRODUC7'R8YLuo a1601fdVlnR VVIG119e t M63 4. `p cy L4 agfo m to ZXC2_ drawing no. W11 -05 �y�V 1/4' MAX 1/4° MAX 11 SHINS 1/4° MAX. z SHIM © s O sHO+ � 9 1 TYPICAL. ANCHORS BY WOOL em 21 TYPICAL ANCHORS � � °. SEE ELEV. FOR SPACNG �_-- -�—� -- SCREEN OPT. - -.. -- --- - - - - -- a FOR SPACING 0R MUAL SMCTURE 6 7 ' • q WOOD BUCK TYPICAL ANCHORS W 1 EXTERIOR Q SEE 0". FOR SPACING O.L. OPO. ^ VENT WIDTH WINDOW Wi1)TH - -- -- N ao MIAMI-DADE COUNTY o APPROVED MULLMN SEE SEPARATE NOA TYPICAL ANCHORS [SEE ELEV. FOR SPACING � C1 1 I _........ 1 I if 1 I I 1 - - ----- 11 II n n I 1 jig II n I 1 VMDOW WIDTH WINDOW WIDTH o, Erear. JAVAO mm PRODUCT RSVXW 'o CIVIL s ascomp,yh%wuh (to num 1 FLA. PE CAN. 38S87SSB2 AzdmmOmim NO g .$` ' SZ 4 pm&ctCoatro} drOUdng no. JAN 15 1 W11 -05 sheaf 3 of 8 SEE OA ALT. ALT. N b9AMl -; E couNTY APPROVED, i MULUON & WALION ANCHM SEE SEPARATE NOA TYPICAL 5 FOR TYPICAL SEE EM. FOR (rl INSTALLATION DETAIW WITH FLUSH FRAME_.ADAPTER 15 wBhammodds a R cr 4m N Dip ZZ U ac W ml drawing no. W11 -05 0 01 FRAME HEAD /SU /JAMB ® VENT .819 •603 - .045 -M 1.047 OS GLAZING BEAD (LAM. GLASS) F .130 T_ 1 .803 .048 1a7a GLAZING BEAD (INSUL. LAM. GLASS) .245 .120 .72a SNUBBER -.VENT .062 o 88 2.811 FLUSH FRAME ADAPTER 1.750 .493 1.780 4 493 9 CORNER KEY .245 1.256 SNUBBER •- FRAME ITEM PART g :1 gUARnTY MCRIPTION MATERIAL MAN9./BtlPPLTBR /ABMARKS 1 4 FRAME HEAD /SWJ" 8063 -r8 2 E502 4 VENT 8083 -T8 3 FYloB AS REOO. GLAZINO WAD LAM. CLASS) 6083-To 3A E508 AS RE00. 01AZIM BFAD OWL LAM. MASS) 6083 -T8 - 4 mm AS REOD. SWIPSER - VENT, FULL LENM 8063 -T8 - 4A E80B AS REOM SNUBBER - FRAME. FULL EENOTH 8083 -TB 9 1 Em OPTIONAL SCREEN FRAME 8083 -(8 - 7 110 X 1 -1/4- AS REDO. FRAME PRO VENT ASSWKY SCREWS - H WH SMS 8 M03 AS REOD. BULB WFATHEASTRIPPINO, OUROMETER 65 SANTOPRENE ULTRAFAS 9 E203 AS REDO. OL4M 8EW1 SUM OUROMETER 65 SANTOPRENE UI.TRAFA9 10 38.12.00.400 2/ VENT 4 BAR NINW. AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) 010 X 5/8` SOS I1 13088.92 1 MULTI POINT LOCK SYSTEM ZAUAK TRUTH 12 - 8/ VENT KEEPER STEEL - 13 - t/ WENT ROTO OPOKOR ZAMW /STL TRUIM 14 1 PSJ40 -SS 2/ CORNER FRAME/01T CORNER KEY Sr. STEEL 18 FY120 AS REUM FLUSH FRAME ADAPTER 8ia3 ^TB OPTONAL 18 3 ANTI SAO SKATE NYLON W M PUL7M - 17 _ ®10 X i-1/4' _ _ 2/ SKATE _ M SOS SKATE SCREWS 18 98 X 3/4- AS REOM FH SMS SNUMR SCREWS IN PAIRS r APART. PAIRS SPACED AT 7 -3/4. O.C. IB 2/ UTE SETRNO BLOCK 3/18' X 314- X 4- LONG NEOPME AT 8' FROM EACH END, MMOMUM 68 20 FLB -50 CLASS SPACER - 1/8- HIGH SILICONE FRANK LOV& SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE- MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM 013096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.)(X.004 AT 8 -1/2- FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8- SMS, LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12 -3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1- P PH SMS STAINLESS STEEL KEEPERS #31984.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8- P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES IIINGES 4 BAR ST /ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8' P PH SELF DRILLING SCREWS MUM: SINGLE ARM ROTO OPERATOR $52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1- P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 11- P PH SMS ANTI —SAG SKATES: VINYL ANTI -SAG SKATES BY 'M &M PLASTICS' (2) AT LOCK STIL£ AT 6 -3/4- FROM TOP /BOTTOM RAILS 1 AT BOTTOM RAL AT 4- FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1 -1/4- P FH SOS. 5 to 1111.11111 Z o a 21. �j Qh 1115 2 97 c9 jj n 18 _8 z crowing no. W11 -05 t z Fg 1 . h 14 Ak I I II O oM 1 �gg t ] $ z3L z Or w rnB R 0 YENT CORNER FRAME CORNER o 22 c- N • C < m V Errer: AVAO AH t•RODUCf CM. ns CDr4l4yng WM the 140ft 73 FLA PE gg 70592 1 Mug Coda fl. C.A.N. $ � AcraptWWta o 0 .lk ,E pimtioa Date E, v riani daproduM(btGr� drawing tro. g lot '. �' W11 -05 sheet 6 � 6 WID MIAMI DADE COUNTY, FLORIDA 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) www.Olamidade sov/oeral R. C. Aluminum Industries, Inc. 2805 NW 7e Ave Miami, FL 33122 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 "M1-100" Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. W04-05, titled "Series Tube Mullions", sheets .1 through 7 of 7, dated 05/02104, prepared by AL- Faroog Corporation, with latest revised `D" dated 03!21112, 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. LIMITATIONS: Any Sheet Metal Screws (SMS) And Any TEKS Screws Shall Be Equal Or Greater Than SAE Grade 2 (Minimum Fy Of 57 Ksi (Yield Strength) And Minimum Fu Of 74 Ksi (Ultimate Strength)). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed„ then it shall be done in its entirety. INSPECTION: A -copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building'Officia1. This NOA revises NOA No. 09-0128.14 and consists of this page 1, 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. 12-0410.19 l4� c i Expiration Date: August 19, 2014 a 1Z+ Approval Date: June 28, 2012 (o Page 1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04- 0608.05) 2. Drawing No. W04 -05, titled "Series Tube Mullions", sheets 1 through 7 of 7, dated 05/02104, prepared by AL-Farooq Corporation, with latest revised "D" dated 03/21/12, 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 24113.2. 1, TAS 202 -94 along with installation diagram of aluminum single bung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4024, dated 01/14/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04- 0608.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 --94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated 09/16/03, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA No. 04- 0608.0S) C. CALCULATIONS 1, Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by AL- Farooq Corporation, dated 03/29/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E 1300 -04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E -1 ■ N Jaime D. GAscon, P. E. Product Control Section Supervisor NOA No. 12-0410.19 Expiration Date: August 19, 2014 Approval Date: June 28, 2012 R. C. Aluminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 03/20/12, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. Notice of Acceptance No. 09- 0128.14, issued to R. C. Aluminum Industries, Inc., for their Series "ML 100 Aluminum Tube Mullion — L.M.I.", approved on 04/08/09 and expiring on 08/19/14. Jaime D. Gas n, P. E. Product Control Section Supervisor NOA No. 12-0410.19 Expiration Date: August 19, 2014 Approval Date: June 28, 2012 E -2 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MLAM1 —DADS COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS ISIN • MULLIQ N PROP RTI ON Y NOTESi THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WFIZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMSEDMENT TO BASE MATERIAL SHALL 13E BEYOND WALL COVERING (STUCCO. TOLE ETC,). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPRDYAL. A LOAD GURAMW INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING SLIT NOT LOOTED to SiE%METAL SCREWS. THAT COME INTO CONTACT WIIFi OTHER DISSIMILAR MATERWS SHALL MEET THE REO%11REI+dENTS OF THE FLORIDA BLDG. CODE SECTION 2003.6.4. INSTRUCTIONS: USE CHARIS AND GRAPHS AS FOLLOWS, STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE APPROVED CLAZINO PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULU2N AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP T ABOVE, USING ANCHOR TYPES ON SHEET S THRU 7 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL 1 1 TUBULAR SHAPES 2.000 ALLOY 8063 —TB MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FAM NERS SIZES AND SPACING m�� 1 O o� 6 8� C3 a Z N I O W ZQ 0] z �z •_ 9K C4 2 16n JAW0 AHMAD gCIVIL7 $5382 drawing no. MAR 2 2012 M04 -05 1.500 V —Loco- [-.125 j II p-- -2.000 �-.1a9 1 4.06 x Lm -1.125 3000 4.000 .123 4.000 4300 .18 6000 fay 6.000 ESO tr d99 Lui L u 413 k� W"4 $ tN^3 0:990 .634 Ik W"4 W 3 2.037 1.090 i= IN ^4 Bk DI"0 2.9 8 9. I: u9'4 6a 6i" 3 Ik 49"4 8k 0i"3 9.27 2.799 [a 9d"4 9a Ot"D 3 .068 Z 1 X3 1 X4 2 X 4 1- 1/2X4 -1/2 2 X 6 2 X 6 0 �D_ UM I�I10_N 6063 -T6 STO. MULLION 6063Ta STD MULLION 6083 -T6 CUSTOM MULLION 6063.76 STD_ MULLION 6063 -T6 HEAVY MULUON 6083 -T6 j W Z 123 .730 L730 m _ Q ZnM 2.000 g �J .193 z.1zs R5 ales � Z 4 Y2 �40g v N 9.000 p yt 6t p &1 1 -3/4' MIN. 5= 5.300 FOR 3' TUBES 2 -3/4' MIN, ALL OTHERS ® NOTCH OPRONAI. a NOTCH OPTIONAL e e - $ 2 e m $ NOTCH � OPTIONAL CLIP ANgLE MULLION CLIP MULLION CLIP a 6063 -T8 6063 -T6 6063 -T6 m < m u o •p wo engr. pgpDl=RRVNBD FiA. PEA 70992 m aomPlY�B wlth t6o Plotidk C.A.N. D36 MAR 2 ZA12 Mo4 05 6n6ac 2 � � WINDOW DIMS. WIDTH (itr) MIAL 5PA 19 -1/8' 26 -1/2- 30° 37° 42° 48° 38 -3/8° 54- so. Is. 72- 19-1/8° 28 -1 /a' 337° 42° 48- 50 -5/8° 54- 80° 68" 72' 19 -1/8" 28 -1/2- 30° 37- 42- 48° 80° 54° 80" 80° 72° 19 -1/8- 29-1/2° 30" 37- 42- 48- 63° 54' eo° 86' ID CAPACITY - PSF (TUBE MULLONS) DNSIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 1 X 3 STD. 1 X4 HTD. 2 X 4 STD. 1 -1/2 4-X1 /E CUSTOM 2X8 STD. 2X6 HEAVY WDIIDOW DIMS. IX3 STD. 1 X4 9Tll. 2X4 STD. 1 -1/2 4 I//2 CUSTOM E %8 STD. 2X1 HEAP. WIDTH (w) MULL SPAN 180.0 150.0 180.0 150.0 190.0 150.0 19 -1 /6' 28 -1/2° M. 37° 42° 48° 34° 60° 88' 74 -1/4° I 74.6 150,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 15010 $3.8 115,4 150.0 15MO 15MO 150.0 150.0 15010 150.0 150.0 150.0 150.0 47.5 101,9 148.9 150.0 150.0 4&1 150.0 150.0 150.0 150.0 150,0 150.0 38,5 82.6 120.7 150.0 150.0 150.0 150.0 15D.0 180,0 180.0 150.0 15010 339 72.0 108.4 150.0 130.0 r150.0 150.0 150.0 150.0 150.0 150.0 150,0 29.7 53.7 93.1 150.0 150.0 792 137.8 180.0 150.0 130.0 150.0 150.0 26.4 239 50.6 82.7 150.0 150.0 144.1 712 _ 64.8 124.0 150.0 150,0 150.0 150.0 _ 150.0 51.0 74.4 150.0 112.7 150.0 150.0 150.0 150.0 150.0 21.6 48.3 67.7 138.7 131.0 150.0 180.0 1 150.0 1 150.0 150.0 1 150.0 28 -1/2' 30° 37" 42- 48- 84° or or 72° 841 372 79.7 118.4 150.0 150.0 150.0 26 -1/2° W. 37° 42' 48" 54- 80° 88- 72° 132" 1 - 20.5 30.0 67.1 83.4 150.0 135.4 108.8 98.7 84.8 75.2 87.7 81.5 56.4 150.0 118.0 104.3 84.5 74.5 65.2 57.9 52.1 47.4 43.4 HORIZONTAL MULLION 142.5 150.0 150.0 150.0 150.0 150.0 32.8 70.4 102.8 150,0 150.0 150.0 15MO - 28.5 59.3 73.7 118.5 150.0 180.0 150.0 150.0 150.0 264 37.1 57.4 150.0 150.0 110.0 - - 21.5 4&1 589 101.8 150.0 150.0 130.0 150.0 180.0 23.4 50.3 73.5 150.0 150.0 150.0 - 80" - 42.4 52.6 69.1 143.1 150,0 150.0 150.0 _15_0.0 150.0 150.0 150.0 20.5 44.0 64.3 143.8 149.8 180.0 - - - _ 37.4 32.9 46.1 792 127.2 1504 - 3941 57.1 127,8 1 A 150.0 - - 40.9 712 _ 64.8 114.5 150.0 150.0 150.0 130.0 - 35.2 51.4 115.0 112.6 150.0 - - - 29.8 36.8 104.1 150.0 150.0 150.0 180.0 32.0 46.7 104.6 102.4 160.0 - - - 27.0 336 59.4 95.4 139.3 150.0 150.0 150.0 - 29.3 42.8 959 93,8 150.0 24.7 30.7 141.3 150.0 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2" 30" 37- 42° 4B° 54° 00° 80° 72° 99° 34.5 74.0 108.1 150.0 150.0 150.0 19 -1/8- 26 -1/2' 30° 37° 42° 48° 54" 80° O8" 72° 144° - 21,9 32.0 71.6 894 102.0 150.0 150.0 150.0 150.0 150,0 24.9 53.4 78.0 150.0 150.0 150.0 - - 23.1 51.7 84.3 90.1 150.0 150.0 150.0 150.0 150.0 22.D 47.2 08.9 150.0 150.0 150.0 - - 20.4 45.7 56.8 73A 132.2 180.0 150.0 150.0 180.0 - 38.2 55.9 125.0 139.8 180.0 - 37.0 48.0, 64.3 118.5 1504 150.0 1 150.0 150.0 - 3367 49.2 110.1 123.2 150.0 - - - 32.0 404 56.3 101.9 148.8 150.0 150.0 150.0 - 29.5 -' 43.1 983 107.8 180.0 - - 28.5 1 35.5 30.0 90.8 132.3 119.0 150.0 150.0 150.0 150.0 - 28.2 1 36.3 856 1 95.8 1 150.0 - - - _25.4 229 31.5 2&4 48.0 81.5 150.0 150.0 - 23.8 34.4 77.1 8&2 150.0 - - - 40.9 74.1 108.2 150.0 150.0 1 80.0 - 21.4 31.3 70.1 78.4 144.0 - - - 20 a 25.8 37.5 67.9 99.2 150.0 150.0 16010 2 &7 84.2 71.8 132.0 23.7 122.1 180.0 150.0 15MO 150,0 150.0 19 -1 /8° 26 -1/2' 30° 24.2 51.9 78.9 160.0 150.0 150.0 ARCHES INSIDE TO BE RECTANGULAR INSCRIBED SHAPE 88.1 180.0 180.0 160.0 180.0 160.0 - 37.3 54.6 122.6 150.0 150.0 77.8 147.9 150.0 150.0 150.0 180.0 3&1 48A 108.3 1345 150.0 93.1 119.9 150.0 130.0 130.0 150.0 37° 6 - 26.9 39.2 67.8 109.1 150.0 55.5 105.6 150.0 150.0 150.0 150.0 0.z° - 217 34.8 77.3 9 0.1 150.0 4a.9 92.4 135.0 15MO 150.0 150.0 0.e° 108° - 2117 1 30.2 87.7 84.1 130.0 43.2 82.2 120.0 130.0 150.0 150.0 S4° - - 2 6.9 80.1 74.7 137.3 38.9 73.9 10&0 150.0 150.0 150.0 80" - - 24.2 54.1 87.3 123.6 35.4 67.2 98.2 180.0 180.0 1502 86° - - 22.0 49.2 1 61.2 112.3 32.4 81.8 90.0 150.0 1 150.0 1509 72° - 202 45.1 50,1 103.0 as w>fy11y19>Z vrhh tAe Plorhkt 'lPRODUCT J MU�UdONN CL4ZR40 GLAZING 6 PROGUCT OOC PRODUCT T PRODUCT 'lPRODUCT J CL4ZR40 GLAZING PROGUCT PRODUCT am- I W1 W22 MULLION SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. NOamI edop tContro! (INTERPOLATION BETWEEN WIDTHS ALLOWED) TyplCflL MULLION ARRANGEMENTS FM PE 3538 7_0592 WIDTH (W) = W1 + W2 CAN. 2 MULLIO MAR 9 2092 J� a $WWP Z 1 O J at w Z Q m F ? N n I 2i drawing no. M04 -05 DESIGN LOAD CAPACITY - PEP DESIGN LOAD CAPACITY - PST WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 964,&A -111110 AA2 AA4 B2 B4 WROTH (1Y) MULL SPAN 19 -1/9° 26 -1/2' 30° 37- aa- 48' 84- 80° 86' 72- A4 A" AA4 B2 B4 19 -118° 26 -1/2' 30- 37- 42° 48' 54- Co. 68° 72" 36 -3/8° 150.0 150.0 180.0 150.0 150.0 18 -1/8" 28 -1 /2° 30° 37- 42" 48" 54` 80° or 72` 74 -1/41 45.7 160.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 180.0 r76.4 160.0 150.0 150.0 140.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 123.9 150.0 122.9 150.0 150.0 150.0 150.0 150.0 127.1 121.8 150.0 ta0.4 180.0 108.3 94.7 150.0 _150.0 150.0 150.0 150.0 150.0 56.0 111.9 107.1 150.0 6&5 150.0 160.0 150.0 149.8 160.0 49.0 97.9 93.7 160.0 77.4 160.0 84.2 150.0 180.0 150.0 133.1 15MO 43.5 67.1 1 83.3 150.0 88.8 137.6 73.8 160.0 145.1 t50.0 119.8 15MO 39.2 la4_1 75.0 150.0 61.9 123.9 88.9 137.6 131.9 150.0 108.9 150.0 35.6 11.2 1 682 136.3 56.3 112.6 83.2 126.3 120.9 150.0 99.9 15MO 32.6 65.3 625 125.p 51.8 1012 19 -1 /8" 26 -1/2' 30° 37" 42° 48° 54" 90° Be. 72" 50 -5 /8' 160.0 150.0 150.0 150.0 180.0 160.0 19 -118° 26 -1/2- W. 37° 42" 48" 54" 60" 8s" 72- 84" 108.6 150.0 180.0 180.0 150.0 150.0 130.1 130.0 150.0 150.0 180.0 150.0 78.4 150.0 150.0 150.0 123.9 150.0 114.9 10.0j 180.0 150.0 180.0 15.00 89.3 138.6 132.6 150.0 109.8 1510 93.2 IV 150.0 150.0 147.3 15MO 58.2 112.3 107.5 150.0 88.8 150.0 82.1 150.0 150.0 150.0 129.6 150.0 49.8 98'9 94,7 150.0 78.2 150.0 71.6 143.6 137.5 150.0 113.9 150.0 43.3 86.6 82A 150.0 88.4 13 &9 93.6 127.7 122.2 t50.0 100.9 909 150.0 150.0 38.5 34.8 17.0 89.3 - 7317 88.3 147.3 132.8 60.8 94.7 121.7 109.5 57.5 114.9 110.0 150.0 522 104.8 100.0 1 150.0 62.8 150.0 31.5 83.0 60.3 1205 49.8 995 47.9 95.8 91.7 1 160.0 7 &7 160.0 28.9 67.7 86.2 110.5 46.8 912 19 -1/8- 26 -1/2° 30° N. 42- 48` 14- SO" 88` 72- 60" 15010 150.0 1150.0 1 150.0 150.0 150.0 19 -1/6° 26 -1/2" 30° 37" 42° 48° 84° 60- 88- 72° 1 98" 1 95.1 150.0 150.0 1150.0 150.0 150.0 109.8 150.0 150.0 150.0 150.0 150.0 68.6 137.2 131.3 150.0 108.5 130.0 97.0 150.0 150.0 150.0 150.0 150.0 60.8 121.2 118.0 150.0 1 95.8 150.0 7818 150.0 150.0 150.0 124.3 130.0 49.1 9863 84.1 150.0 1 77.7 150.0 69.3 138.8 132.6 150.0 109.5 150.0 43.3 8&e 82.9 150.0 813.4 136.9 60.6 53.9 1211.2 11510 150.0 95.8 150.0 37.9 75.8 725 148.0 59.9 119.8 17 07. 103n 1s0.D 85.2 160.0 33.7 873 84.4 12 &9 63.a 10 &4 48.8 97.0 92.8 150.0 76.6 15110 30.3 60.6 58.0 116.0 47.9 95.8 44.1 88.1 1 84.4 160.0 1 69.7 139.3 27.5 56.1 52.7 105.5 43.5 87.1 40.4 80.8 1 77.3 150.0 63.9 127.7 25.3 60.5 1 48.3 96.7 39.9 798 19 -1/8° 26 -1/2' 30° 37' 42- 48° 54' s0° 88° 72' 83" 144.9 150.0 150.0 160.0 150.0 150.0 19 -1 /B` 29 -1/2- 10' 37° 42- 48' 54' 60- 86' 72- 108" 84.3 150.0 150.0 150.0 133.6 150.0 104.5 150.0 150.0 150.0 150.0 160.0 81.0 122.0 118.7 150.0 96.4 15MO 92.3 150.0 150.0 150.0 146.0 118.4 150.0_ 150.0 53.9 107.7_ 103.1 83.8 _150.0 1s0.o 85.2 89.0 150.0 138.1 74.9 149.7 143.3 150.0 43.7 87.4 88.0 13119 1262 150.0 104.3 150.0 38.5 77.0 73.7 147.3 60.8 121.7 57.7 1184 110.5 160.0 91.2 150.0 33.7 87.3 64.4 12&9 53.2 10 &4 513 102.8 982 150.0 81.1 15010 28.9 69.9 57.3 114.6 47.3 94.6 48.2 92.3 86.4 150.0 73.0 146.0 26.9 63.9 51.6 103.1 42.6 852 420 839 �.3 150.0 86.4 132.7 24.6 49.0 499 93.7 38.7 77.4 385 77.0 73.7 147.3 909 121.7 22.4 44.9 43.0 95.9 36.5 71.0 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CAPACITY - PSY WINDOW DIMS. MOTH (W) MULL SPAN AS 19 -1/81 28 -1/2' 30' 37" 42- 48° 54° 80° BB° 72° 120° 76.0 54.9 48.5 39.3 34.6 36 26.9 24.2 22.0 202 19 -1/9° 26 -1/2' 30° 37- aa- 48' 84- 80° 86' 72- 132° 69.1 49.9 44.1 35.7 31.5 27.5 24.5 22.0 20.0 18.4 19 -118- 26 -1/2° 3p° J7• 42- 63.4 45.7 40.4 32.8 28.9 38.3 1 78.7 48° 144° 25.3 50.5 48.3 54- 22.4 44.9 430 90° 20.2 40.4 3&7 88° 18.4 36.7 362 72° 16.8 33 7 322 ANCHORS TYPE ANCHORS TYPE A2. A4 BB22 On 022 ORR'84 VERTICAL. [G.LAZIKS GLAZING MULL as wftRlhePIOTI90 ION Z PRODUCT PRODUCT PRODUCT as wftRlhePIOTI90 W1 'AAN2, A4 132 OR 04 W2 OWING ANCHORS TYPICAL-MULLION ARRANGEMENTS WIDTH (W) W1 + W2 2 7 &8 1 150.0 89.7 139.3 29.0 58.1 26.6 532 HORIZONTAL MULLION AR111E6 TO 8E WSCRIIED INSIDE RECTANGULAR SHAPE ACT ETPJL 1 GLUM OWING PRODUCT PRODUCT MULLION SPAN . MAR? 9 2012 ANCHORS TYPE A2, A4. BE OR 84 ro4u 1 o... RNA $� n VZ to 2y O J � 11aa11 ,1 W Zi a m a n � M n �zl Iii Ll di: drawing no. M04 -05 1/4' HILTI KWR( CON II 1/4' HILTI KWIK CON R 1 -3/4' MIN. 1 -1/4' MIN. EMBED INTO MASONRY 1 -1/4' MW. EMBED INTO MASONRY EDGE D1ST. a PER CLIP (1 ON EACH WING) 1 PER ANGLE }------- --- -- ,BY L2 X 2 X 1/8* \400D BUCK i i FLOATING CUP p14 SMS I I ALUM ANDLE LI 2 PER ANGLE 1 -314° O.C. MIN. 1/4' HILTI KWIK CON II 1/4' HILTI KWIK CON II 1 -3/8' MIN. WOOD PENEMYION 1 -3/8° MIN. WOOD PENETRATION R CLIP (1 ON EACH YRNO)N 1 PER ANGLE WOOD STRU 1 -3/4' MIN. EDGE DISi. 1. I .. MIS I I I I ALTERNATE ANCHOR LOCATION MULLION CLIP ANCHORS TYPE 'A2' -Y nNc CUP J14 SMS 2 ANGLE 1 -3/4' O.C. MIN. 2X2X1 /9• ALUM ANQ 1 -3/4' 1 14 WAS I 2 PER ANGLE 1 -3/4. OR. MIN FOR 3' TUBE 2 -3/4° FOR ALL OTHER TUBES ANCHORS TYPE 'A4' PRODUCT RT AM Hm •Y 11c ta � 1c).19 0�4 CmMo ALL CUPS TO FIT SNUG INTO TUBE NULUONS. TAPCONS MAY BE HEX OR FLAT HEAD. FLA PEE 7b5112 cAN: (LTA A l\ ,o k drawing no. I M04 -05 1/4' HILTI KWIK CON 11 1/4' HILTI KNK CON M 1 -1 /4° MW. EMBED INTO MASONRY 1 -1/4' MW. EMBED IMO MASONRY s� 3° 4 PER CUP (2 ON EACH WING) 2 PER ANGLE qq ,BY -i FLOATING CUP l i i I a x 2 X 1/B' ALUM ANGLE Q d! WOOD BUCK I 1 1 I I U UU /114 SMS p�R ANGLE I 1 I I I 1 -3/4' 0.0. MIN. f 1 FOR 3' TUBE 2 -s /4° .G. MW. O TUB FOR ALL OD1ER E Z 1/4' HILTI KWIK CON R 1/4' HILTI KWIK CON R p ' 1 -3/8° MW. WORD PENETRATION 1 -3/8' MN. WOOD PENETRATION A� 4 PER CLIP (2 ON EACH WINQ) 2 PER ANGLE J l 7 W � Zq / co 1 MffMVV a 2 9 \8= I t I I 1 Z M ts' z� 0 _____ --i 28Y WOOD OR i -FLOATING CLIP Ii iI I B• 2ANGLE 1Y000 STRUCTURE 1 t I I 11 V Ll ALUM N.I 1 14 WAS I 2 PER ANGLE 1 -3/4. OR. MIN FOR 3' TUBE 2 -3/4° FOR ALL OTHER TUBES ANCHORS TYPE 'A4' PRODUCT RT AM Hm •Y 11c ta � 1c).19 0�4 CmMo ALL CUPS TO FIT SNUG INTO TUBE NULUONS. TAPCONS MAY BE HEX OR FLAT HEAD. FLA PEE 7b5112 cAN: (LTA A l\ ,o k drawing no. I M04 -05 1/4- HILTI NWIK CON II 1/4- HILTI Mm CON S 2 -1/2- MIN. 1 -3/4° MIN . EMBED INTO MASONRY 1 -3/4- MIX EMBED INTO MASONRY' EDGE DIST, 2 PER CUP (1 ON EACH WtNO) 1 PER ANGLE MIN. •: �,: .0 _ • f °.o I I a 44..0 MASONRY OR 2 1/2- MIN. CONCRETE EpGE Div. i I I i A ANCHOR JON CUP 2 PER CUP (I ON EACH WING) LALUM2ANGLEB- INO CUP t4 SMS 2 ANGLE u 1 1 7 M4" 1 -3/4- O.C. MIN. I I FOR 3- RUBE I 2 -3/4. O.C. MIN. 1 FOR ALL OTHER TUBES 3 SCREWS PER ANGLE I I MASONRY OR 2 1/2- MIN. CONCRETE EpGE Div. i I I i A ANCHOR JON CUP 2 PER CUP (I ON EACH WING) PRODUCTRBY198D mmwa n81y{ngwghflre1TIm1du nawPleaee No � � `p �lg, Como ALL CUPS TO FIT SNUO INTO TUBE MULIJONS, TAPOONS MAY BE HEX OR FIAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED PATH ALKAU- RESISTAPIT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACIT"ATE LACQUER. MAR 2 2012 a 3 s drawing no. M04 -05 sheet 8 of 7 1/4- HILTI KWIK CON R 1 -3/4° MIN. EMBED INTO MASONRY 1/4- HILTI KWIK CON Q 1 -3/4- MIN. EMBED INTO MASONRY M4" ° MIN. ,. 3' 4 PER CLIP (2 8N EACH WING) 2 PER ANGLE 1 MIN. o 1•�� ee .._- ________ 4 tl G9 -.. -' MASONRY oft CONCRETE I I FLOATING CUP 11 I ul U / ALL6d2ANGL�EB- $ h W i i i i i i 2 PERT ANGLE i i dl I I 1 -3/4. O.C. MIN. FOR 3- TUBE I I 2 -3/4- O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE J Him �7 ANCHORS TYPE 'AA4' o J 5�QQ � v 7 Z Q m � N � n M I �z PRODUCTRBY198D mmwa n81y{ngwghflre1TIm1du nawPleaee No � � `p �lg, Como ALL CUPS TO FIT SNUO INTO TUBE MULIJONS, TAPOONS MAY BE HEX OR FIAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED PATH ALKAU- RESISTAPIT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACIT"ATE LACQUER. MAR 2 2012 a 3 s drawing no. M04 -05 sheet 8 of 7 METAL STRUCTURES (STEEL OR ALUM. 1 /0° MIN. THICK) STEEL : Fy . 36 KSI MIN. ALUMINUM : 6083 -75 MIN. 4 SMS OR 1/4• TEKS PER CLIP ON EACH WING) I I ^1— CLIP ®14 SAS a PER ANGLE 1 -3/4. O.C. MK 4 SMS OR 1/4° TEKS PER ANGLE 2x2%1 /8° ALUM ANGLE ANCHORS TYPE '82 1 14 SAS. TUBE MULLION 2/ CHMINEL 010 F.H. S.M.S. f 2/ SIDE 1/8` THICK ALUM CHANNEL I I LENGTH TO FIT SNUG INTO MULLION j j TUBE MULLION NY TO ALLOW NSTALLATION I I MOLE JOINT AFTER ASSEMBLY 14 SMS 2 ER CLIP ACCESS HOLE-1 1 -1/2° O.C. MIN. METAL STRUCTURES (STEEL OR ALUM. 1/8° MIN. THICK) STEEL : Fy + 36 KS MIN. ALUMINUM : 8083 -T8 MIN. F1'� I I LING CUP �14 SMS I I 1 -3%4° O.0 *YN FOR 3• TUBE 2 -3/4° O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE 'B4' 1 I I THIS SCREW CAN BE &10 FH SMS INSTALLED IN WHO 1° O.0 't2 PER .0 CUP . MIN I I DIRECTION I 1 C. N 1 1 I 1 -3/4° % 2` X 1/8• (FOR 28Y iU PRODUCT REVISED 3/4° X 2° X 1/8° FOR (18Y lU !EE ALUM TUB CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE '84' TO vERIFY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS Engf•. AVAD AHMAD gj A FLA. E319 Hil Hit! �CAN. drawing fro. M R 2 9 20f2 M04 -05 sheet -7 of 7 1/4° TEKS M�V 5 ♦'ii X z x l /e• .UM AND n — o 3 w N � go z S G:I o Engf•. AVAD AHMAD gj A FLA. E319 Hil Hit! �CAN. drawing fro. M R 2 9 20f2 M04 -05 sheet -7 of 7