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WS-14-769Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 210941 Permit Number: WS -4 -14 -769 Scheduled Inspection Date: April 30, 2014 Inspector: Rodriguez, Jorge Owner: BARBICK, SUSAN Job Address: 1122 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050180370 Contractor: CMC FLORIDA INVESTMENTS Phone: (786)295-4437 iiunamg uepartment comments REPLACE FRONT DOOR & 6 IMPACT WINDOWS Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 29, 2014 For Inspections please call: (305)762 -4949 Page 10 of 28 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: JOB ADDRESS: BUILDING 1�ZZ /j/2 q S sr FBC 201 v Permit No. Master Permit Nok—J—\)---L(- (12Lf ROOFING City: Miami Shores County: Miami Dade Zip: 3 Folio/ParceW Is the Building Historically Designated: Yes NU l Flood Zone: OWNER: Name (Fee Simple Titleholder): d i UA UAb S USAA) I&M y 46hone#: 3 ®5-) -7 S I ' 6 9 C Address 11 Z'Z Ai t city: M l A Aet { 5 Ct o,i e- S State: P 1 Zip: Tenant/I.essee Name: _ Email: S V S 6_ A CONTRACTOR: Company Name: Address: I o ®31 S City: �Ii Sri Qualifier Name: - ar /os i State Certification or Regis lion # Contact Phone#: �� � Z f DESIGNER: Awhitec ngineer: ice.. Co M �J 3 Z Al- JJ State: r L r e;de z- 66C/S/7.32' 73 Q Email Address: Ai— F•A-t o o a coif. AJ V, Phone# �6 , s �' y Y-? zip: 6-C Phone* _Certificate of Competency #: L Phone#: Z(,N- gl00 Value of Work for this Permit: $CS0 Square/linear Footage of Work: Type of Work: OAddition OAlteration DNew DRepair/Replace Description of Work: i AN t� 0 MA.. ?6001 6 W � V1 J) 0 l,,; S Color thru tile: DDemolition Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ DBPR $ Bond $ _ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ S0 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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:" Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will n;®t be approved and a reinspgction fee will be charged Owner or Agent Contractor The forego' g ' ent was acknowledged�before me this a foregoing ' %t was acknowl ed fore this day of , 20 , by e`�t ? _ ���y of it 20 , by who is personally known tome or who has produced who is personally known to me or who has produced— As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC:/) o Sign: Sign: Print: _-® ✓-Zl Print: r ` My�timmissitn E , !1 T A My C �` MY COMMISSION # EE189186 • EXPIRES Agr1128, 2018 7) UH183 �rRakoRHs� &kk��s&$a��� sX�SaeB����KaeB���a�uB# APPROVED BY f Plans Examiner Structural Review (Revised 3 /12J2012XRevised 07 /lQW)(Revised 06/10f2009)(Revised 3/15/09) MY COMMISSION 0 EE189188 / •' • . .. EXPIRES April 28, 2019 Zoning Clerk 4 4-21 . Ilk - '1(0"'1 Project Number: 6900 -178 ate quested: 3/11/2014 1:40:02 PM Client: Enrique Munne Mailing Address: Enrique Munne CMC Florida Inv. CMC Florida Inv. 7980 NW 186 Terr. 7980 NW 186 Ten•. Hialeah, FL 33015 Hialeah, FL 33015 Project Address: 1122 Ne 98 St. Job Name: Miami Shores FL 33138 18.00 ft Elevation of Opening 18.00 ft Project Information Trib. Area (ft I Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category D Roof Type Sloped Mean Roof Height 18.00 ft Elevation of Opening 18.00 ft Least Horizontal Dimension N/A General Calculations Trib. Area (ft I Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 1.06 Velocity Pressure Coefficient (Kz) 1.06 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 70.9 psf Velocity Pressure (Qz) 70.9 psf Gcp Zone 4 +1.00,-1.10 Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7 -10 & 2010 FBC. Design Wind Pressures (PSF) Trib. Area (ft I Zone 4 Zone 5 10 +50.2 -54.4 +50.2T-67.2 Gcp Zone 5 Notes: ApR 1 14 Based on data provided by the client. Ultimate vyind:sp used to determine velocity pressure. Ultimate I d converted to design loads as per 1609.1.5 of the FBC 0.6 multiplication factor. Valid Only with Engineer's Seal © 2014, Copyright AI- Farooq Corporation CAN (EB) #3538 gyl.�do r A ?ACT A/ ®k` ( 3 -oz El 7gso Akf A. kQl% k,t �V�A o°Lo ,o3 m `ttA I..fT MTu4t- Wt,nA� �6Y-LI NO A t I - -' MIAMI -DARE MIAMI DADE COUNTY A 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) mvw mEamidade.eov /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 200" Aluminum Horizontal Rolling Window — L.M.T. APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horix. 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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy o£ 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. Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. 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 under NOA #09- 0312.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under 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- 11312.08) 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) Manue Pe , P. . L ' Product Control am r NOA No. 13- .03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cownvuED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under 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 under NOA #09- 0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 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- 0221.05) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Pere , 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 SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "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 under previous 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 tinder 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 i NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -3 V ECO -GUARD SERIES -200 ALUMINUM HORIZON'T'AL ROLLING 1UNDOS9 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 -OADE 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 STRUCNRE. 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. i MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REGUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. p WINDOW WIDTH 3 SUTACITE PV8 BY 'OUPONi �4•�, SILICONE DOW CORNING 899 ¢¢.. GE SCS 2000 F m � II �II II II e FALSE HUNnN3) (SURFACE 31 1/4' 32 3/4' D.L. OPM BE USED O.L OPG. 35 3/8_ ECO -GUARD SERIES -200 ALUMINUM HORIZON'T'AL ROLLING 1UNDOS9 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 -OADE 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 STRUCNRE. 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. i MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REGUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. p HEAT STREN'D. GLASS .090° INTERriAYER SENTRYGLAS BY 'DUPONT` 1/8' HEAT STR EN'D. GLASS SILICONE rDOW CORNING 899 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS 2 �Q a�Qo LL L� 1112 o � U N z .m w o; ' o THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. lJlal SHUTTERS ARE NOT REQUIRED. Erigr: OMAD AHNAO PRODUCT'RHVISBD , FIX 7 92 DWkr g�datvLh0m[gortda Acmptavcallo p� ' BY 4`7, N 5 2d1 W09-12 sheet 1 of 7 1 /8" HEAT STREWD. GLASS .080° INTERLAYER SUTACITE PV8 BY 'OUPONi 1/8' HEAT STREND. GLASS SILICONE DOW CORNING 899 ¢¢.. GE SCS 2000 F m � HEAT STREN'D. GLASS .090° INTERriAYER SENTRYGLAS BY 'DUPONT` 1/8' HEAT STR EN'D. GLASS SILICONE rDOW CORNING 899 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS 2 �Q a�Qo LL L� 1112 o � U N z .m w o; ' o THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. lJlal SHUTTERS ARE NOT REQUIRED. Erigr: OMAD AHNAO PRODUCT'RHVISBD , FIX 7 92 DWkr g�datvLh0m[gortda Acmptavcallo p� ' BY 4`7, N 5 2d1 W09-12 sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (XOX SIZES} WINDOW Diets. A W O REINF. cress r7Pe •a' txr. { +} wr.( -} W171{ REINF. aLass 'rrns 'a• Exr.( +) 1Nr.( -1 tvroTH r�loHr 74' 109 -t/4" 111• 28° t� 9 70.0 80.0 80.0 90.0 12 70.0 SOA 80.0 90.0 12 70.0 80.0 80.0 8a0 74° 10& -1/4° 111" �_3�. (3j 9 70.0 80.0 80.0 90.0 12 7Q0 80A BOA 90.0 12 70.0 80.0 80A 90.0 74° 108 -1/4' 111• SO -8/8, (4) 9 70.0 �.0 80.0 90.0 12 70.0 80.0 80.0 90.0 fz 7oA eo.o eoo sao 74° 108 -f /4" 111- (s) 9 ' 70A 70.0 BOA 80.0 12 70.0 70.0 BOA 82.8 12 70A Tao BOA 80.4 72° ea• 98" tos• 2a• (2) 9 70.0 80.0 BOA 90.0 s 70.0 �.o so.o saa 12 70A 80.0 80.0 90.0 12 70A $oo so.o 8aa 72" 94° 88" 108• 3s° (3) 9 70.0 80.0 80.0 90A 9 70.o eoo eD.o 90.0 12 70A 8{1.0 80.0 90.0 12 Tao Ba0 80.0 9a0 Tz° 8a° 98° 108' d8° (4) s 7oA aao soo Sao 9 70.0 80.0 80A 90.0 12 70.0 8Q0 80.0 9a0 12 70.0 80.0 80.0 80.0 72' 84° sa' 108' 80' (g) 9 70.0 70.0 80A 80A 90.0 9 70.0 70.0 90.0 lz 7oa 70.o soo so.o 12 70.0 70.0 80A 87.8 aB• 80' � 0A BOA 90.0 oA eao soo 0A 80.0 90A a0 80.0 87.8 DESIGN LOAD CAPACITY - PSF (XOX SIZES} WINDOW Diets. A W O REINF. cress r7Pe •a' txr. { +} wr.( -} W171{ REINF. aLass 'rrns 'a• Exr.( +) 1Nr.( -1 tvroTH r�loHr 74' 109 -t/4" 111• 28° t� 9 70.0 80.0 80.0 90.0 12 70.0 SOA 80.0 90.0 12 70.0 80.0 80.0 8a0 74° 10& -1/4° 111" �_3�. (3j 9 70.0 80.0 80.0 90.0 12 7Q0 80A BOA 90.0 12 70.0 80.0 80A 90.0 74° 108 -1/4' 111• SO -8/8, (4) 9 70.0 �.0 80.0 90.0 12 70.0 80.0 80.0 90.0 fz 7oA eo.o eoo sao 74° 108 -f /4" 111- (s) 9 ' 70A 70.0 BOA 80.0 12 70.0 70.0 BOA 82.8 12 70A Tao BOA 80.4 72° ea• 98" tos• 2a• (2) 9 70.0 80.0 BOA 90.0 s 70.0 �.o so.o saa 12 70A 80.0 80.0 90.0 12 70A $oo so.o 8aa 72" 94° 88" 108• 3s° (3) 9 70.0 80.0 80.0 90A 9 70.o eoo eD.o 90.0 12 70A 8{1.0 80.0 90.0 12 Tao Ba0 80.0 9a0 Tz° 8a° 98° 108' d8° (4) s 7oA aao soo Sao 9 70.0 80.0 80A 90.0 12 70.0 8Q0 80.0 9a0 12 70.0 80.0 80.0 80.0 72' 84° sa' 108' 80' (g) 9 70.0 70.0 80A 80A 90.0 9 70.0 70.0 90.0 lz 7oa 70.o soo so.o 12 70.0 70.0 80A 87.8 DESIGN LOAD CAPACITY - PSF (XOX 31ZE3} WINDOW DIEIS. A W/0 REINF. O1A33 97P8 'a' £XT.(+} INT.( -) Wlitl RBINF. G1Affi TYPE 'B' OR.(+) 1M.( -) WIDTH HE101iT 74' 108 -t/4° 111° �} 9 70A 80.0 80.0 80.0 i2 7DA 80A 80.0 80.0 12 70A 80A tiQO 80.0 74' tos -1 /a° 111" 36 -3/8° t3) 9 70.0 80.0 �.0 8a0 1z - - eoA soo 12 - - BOA 90.0 74' S9 -S /8° (4) 9 70.0 80.0 80A 90.0 Ta• S3" 9 70.0 70.0 80A so.o M° aa• 88° 108° 2a• (2) 9 70.0 90.0 !AA 90,0 s 70.o so.o eoA sao 12 70;0 80.0 80A 90A 12 70.0 B0.0 80A 80.0 72i 84° 98' loa• 38" (3} 9 70A 80.0 80A 90.0 9 70A 80.0 80A 90.0 12 70.0 80A 8OA 90.0 - - eoA Sao 72' 84' as• � 9 70.0 80.0 BOA 80.0 9 70.0 70.0 �.O 6a0 _ is 7a.o 70.o sao eoo 72° 80° (S) 9 7QA 70.0 80.0 90.0 $i Z �. $ O ao0 t} a il a c V) A - NO. OF ANCHORS PER HEAD & SILL $ o" () = NO. OF ANCHORS PER JAMB , A e NO. OF ANCHORS PER HEAD & SILL O v u {) NO. OF ANCHORS PER JAMB W g -� 2 11 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH y$� A a NO. OF ANCHORS PER HEAD & SILL 'XOX' e� () - NO. OF ANCHORS PER JAMB °z OPERATING VENTS TO BE 113 OF THE WINDOW WIDTH NOTE: O GLASS CAPACITIES ON THIS SHEET ARE 'XOX' _ AND FLORIDA BUILDING COMMISSION t GUSTS) DECLARATORY STATEMENT DCA05- DEC -219 Engn ,M PRODUCTREVISBD g CN9, W comptyivg with 60 Irk" 1 33 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS FLA PE+ 70.492 DeildZIt"a S i ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE CARL 3830 Aeftlo bb 'XO OR OX' FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL `�1oitD�B 4 FOR STD. SILL (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF BDyy SEE SHEET 4 FOR DETAIL. 6.05 MO' MiamiMC°ntr °I droning no. sheet 2 of 7 DESIGN LOAD CAPACITY - PsF (xo, ax of xx sizes} W/0 RBiNF. WITH RSDVF. WINDOW DIMS. A CLASS TYPE A' DLA2� 1.'YPB '8' vao1H HEfaflr s1cr.( +) iM.( -) Exr.( +) INr.( -) 2a -,/a• a 7aa aaD so.D 9D.a 37° 28` 4 70,0 80.0 �A 90.0 o 53 -1/8' (3) 8 70.0 80.0 80.0 90.0 74' 8 70A 80.0 -- �A 80.0 _ 2s -1/2° a Too soA aoo 90.0 37" 38 -3/8' 4 70A B0.0 80.0 80.0 53 -1 /8" {3) 8 70.0 8a0 80A 90.0 74' 8 70A 80.0 .80.0 90A 28 -1/2° ` 4 70A 80.0 80.0 90.0 37° SO -S /8' 4 70A 8a0 80.0 90A s3 -t /a° t4) a Taa aao �A 9ao Ta• s 70.o sao r %o_ 90.0 28 -1/2° 4 70A 80.0 SOA 80.0 37` �• 4 88.9 77S 80.0 90.0 53 -1/8° (8) 8 70A 70A 8OA 90A T4' 8 70A 70A 80A 80.4 24' 4 70.0 80.0 80A 80.0 sB` a 7oA eo.a soo 90.0 48° (Y) 8 70A 80.0 80.0 80.0 80' 8 70.0 80.0 Sao 90.0 M' 8 70.0 80.0 80A 90.0 24° 4 70.0 80.0 80.0 90.0 38' 4 70,0 50.0 _ 80.D 90.0 48' � 8 70.0 80.0 80.0 90.0 80" B 70A 80.0 80.0 90.0 72° 8 70.0 80,0 80.0 90.0 24" 4 70.0 84.0 80.0 90.0 38' 4 70A 80.0 80.0 80A a8° � 8 70A 80A 80.0 90A 80' 8 70.0 80.0 80.0 90A 72' 8 70.0 80.0 80.0 90.0 24' 4 70A 80.0 80.0 90.0 38° H[7 (1 /3YJ} (1 /3W) (1 /3W) (1 /ate (1 /z� (1 /•� 1GY TYPICAL ANCHORS w000 �GY SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS . I STRUCTURE SEE ELEV. FOR SPACING ' • G.e • . .. .e4 n e.q.d .o .a .•ag. .ade � d d.. , 9 �i I WEEPHOLES: W, = 3/8° X 2 -1/4° WEEPHOLES AT EACH ENO AND 37' O.C. MAX. D, r' 0 SEALANT: ALL JOINTS c O FRAME CONNECTIONS SEALED WITH JOINT SEALER. I i ii i e la I 14 15 15 i 2 B 15 I O 13 if I 3 25 .1 Ila I I � d PO TYPICAL ANCHORS 1 TYPICAL ANCHORS .• - ° :. < I SEE ELEV. °' Igy SEE ELEV. .e FOR SPACING WOOD SUCK FOR SPACING IIMUW014 & MULLION ANCHORS II TYPICAL ANCHORS SEE ELEV. FOR SPACING N PACING W000 BUCKS ANO METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° DI& TAPOON BY 'iTW' (Fual2o KSI. Fy=02 10) 1 /4° QJ& ULIMMM BY 'ELOO' (Fue177 KSI. FY-150 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO WOOD THRU THY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONIC. OR MASONRY ,J, 4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) A14 ¢MS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) (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 AT HEAD. SILL OR JAMBS To = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS t'm = 2000 PSI E MW. I CML ss con"40ewllh The Flarlds 5 2013 z 9 W o 0 aI'll N gg� L" 0 z 34 0' W rnwx drawing no. W09 -12 1/4° MAX. Imo. //'�� SHIMS �� N StIDA I © o (F) SEE EL. ANCHORS _ $� 21 8 7 g � SPACING Z TYPICAL ANCHORS 17 • .,•, F SEE EI FOR SPACING _ o as METAL i h STRUCTURE - - - -_ SCREEN OPT . - -- - -- � 7 ley 4 STEEL REoR o >c t t to way eucas LL SEE SHEET 2 FOR CAPACITY •'� WMDOW YADTH XO LAYOUT �� TYPICAL ANCHORS .= SEE ELEV. FOR SPACING 0 SEE 1/4' MAX. -1-/4_ —MAXI VEM WU1TH PENT WIDTH SgM anw � DL OP6. DL GPO. N 2 © 5 0 7 TYPICAL 'wows W o n n zo o z WOOD t - T_ —v- Q p WOOD STRUCTUR ------ sCl2EEN OPf -- 27- iini .. -, _ ` - SCREEN ---- "" - - - -- U `o- W .. � ::. Isl m \lay 4 17 11 1 O.I» STEEL ROWORCING 4 WOOD SUCKS AS RECD. EXTERIOR SEE MEET 2 FOR CAPACITY •• •Q WWDOW WIDTH XOX UY0- o � s M MdI -DADE COUNTY 2 APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE N00. SEE a" FOR SPACING 4 W U a L PROIMIM"VISED •° 0 cwnplywo With ft @bride N CAN. 70582 BAuiid(o g -- - - - - -- SCREEN � Miend Prodact hol �' droning no. WINDOW WIDTH 3 W{�9 -12 WMDOW W ft3 $nggt a or METAL roV.V $_ STRUCTJRE TYPICAL ANCHORS TYPICAL ANCHORS MIAMI —DADE COUNTY APPROVED • s SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS O a ee SEE SEPARATE NOA o O TYPICAL ANCHORS ui SEE a". FOR SPACING N 4 iii O O N7 vi 1/4" MAX. A"'. � Z� SHIM. O Wrn�� a 4'. 0 Q' x jj W � g ea n, oqy TYPICAL EL ANCHORS TYPICAL ANCHORS < � ^� SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING AAA-- C o ALT. ` m 28 ,IAV PROD=RRVISRD •� c INSTAL IAnON DETAILS WITH FLUSH FRAME ADAPTER �Lq N Cuba Mae adcompl 11�Fimida g '� A��� be > I Duo il4' a v v' Mimni ProdustContro{ / crowing no. i 5 leis W097 12 sheet 5 of 7 2.750 1.087 you 8 .800 .71j6 3/1. p.. 1° w 1.934 _VIII .82 •813 § A82 1.718 �-�� 3.249 12 ft O i r Q VENT TOP /BOTTOM RAIL STEEL REINFORCWG U 813 G 2.095 ,819 Q 1.tao 1,610 1.250 C ate �s $63 I FRAME HEAD 2.246 1.140 I I F .062 1.1aot.610 l6 GLAZING BEAD _ .219 1 .813 1.394 (% JAMB STILE 1.�6 2.063 3.876 .078 2.501 1,280 1.140 stpp gg�� �.Q82 1.340 08n M 0 .SW k -1.344 � z � Z} 2.780 a Q MEETING RAIL Q FRAME SILL W m 2.1a8 U 1.314 -q 0 1.422 ' L Sao 319 osz c 22 c $ 1.375 SILL TRACK o © FlXED MTG. RAIL .8� 1.187 I $ R .082 Como 2.750 2.812 2.812 2,780 E�ryr: JAM AIf1wA0 PRODUCI'RBVISBD � o 2.866 FIA. PE CIVIL. as ewnpwing 70892 BBuRdinSCO& heFloildn 8 .WO .002 CAN. A iimionDate 14- g 7� nM49a b 979 %.969 ZUW B7 Product 01, droWinq rro. 1.687 1.688 2.611 ��9^ 2 ® MOV. FRAME JAMB ® FIXED FRAME JAMB ® FLUSH FRAME ADAPTER ahe0t B of 7 ITEM PART !P QUANTITY DESCRIPTION MATBRtAL IaANF. /57UPPLiBtt/RBMARXS 1 FY201 1 FRAME WAD 8083 -TB - 2 FYZOZ 1 t'RN61E SRI. ees3 -rs - 3 tY203 t SILL TRACK INSERT $083 -TB _ - _... 4 FY20S AS RE00. MOV. FRAME JAMB 8683 -T8 - S FYt01 AS READ. FRIED FRAME JAMB 8683 -T8 - 8 FY104 1/ VENT FRIED tdTO. PAL 8063 -TB - 7 FYtOS 1/ VENT VENT INTERLOCK 8063 -T6 _ 8 FY206 f/ PENT JAMB ST9.E 8063 -T8 - 9 FY107 2/ VENT 70P AND $OTTOM RNI. 8683 -T8 - f0 FY108 AS REOD. GLAZING �0 6063 -T6 - 11 - AS REQD. REINFORCING BAR - -- STEEL - 72 - AS RE'QO. REINFORCING BAR STfil. - 13 17204 AS RIEW. AM-ON Sill. RSER 8063 -T8 USE AS RE00. 14 FY208 4/ VENT' ROLLER HOUSING & GUIDE CELCIAV - iS FY208 2/ VENT ROLLER BRASS - 18 FY2t0 2/ VENT ROLLER PIN Sr. STEEL - .... -_ -- - -- 17 Q8 % t' AS REED. iWVdE /YENT ASSEMBLY St.YiE54S CRS P.H. .. SMS 1$ ®$ X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.N. SMS 19 1723181 AS REOD. FIN SEAL N87tOPP840 - ULTRAFAH zo 636orts6 As REOa Bute SFJtl. 6 -I.ON S1xlLEtJEL z1 L'207 as R1x7T. aide sFatL SAN3'OPRENE uLTRAFA$, 6uR6MErER ss�s 22 E203 AS 100. GLAZING BEAD, BULB SANTOPIffiaE ULTRAFA9, OURWAETQ2 89tS 23 FT9 -50 AS REQO. CLASS SPACER SILICONE FRANK LOV1E - 24 SL203P 2/ VENT' SWEEP LATCH - SULLIVAN de ASSOC, 2S /8 X 1/8° 2/ LATCH LATCH 843T. SCREW Si. STEEL ON 5615 ZB rlA2l 2/ WDYJ. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ PENT S /f8' �X SCREEN - OPTIONAL 2e Frtzo - FLUSH tw,taE ADAPTER 8083 -re ot'ntXtaL nI•MIAM n MIAMI- -DADS COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY PRODUCT CONTROL SECTION AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DIVISION Mir, Florida 33175 -2474 NOTICE OF ACCEPTANCE (NOA) T (786) 315 -2590 F (786) 315 -2599 www ni midade eov /pare/ ECO Windowsi Systems, LLC 9114 N. W. 106"' Street, Medley, EL 33175 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)_ This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.L)", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w /wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37 ". 2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to insulated laminated glass w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 12- 0402.03 e Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 10 B120 ws Systems. L NOTICE OF ACCEPTANCE: EVIDENCE Si7 AHTTEII A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.) ", sheets 1 through 9 of 9, prepared by AI,- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 'Pest reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum Outswing French 'door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IEEETI -12- 33579 HETI -12- 3358, HETI- 1240039 IIETI- 124003 and BETI- 124027dated 03/16 - 26/12, all signed and sealed by Rafael E. Droz -Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Sella, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, Prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "B "ac to ® PVB iuterlayer ", expiring on 12/11/16. 2. Notice of Acceptance No. 11 -0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTRER 1. Test proposal, dated 10/14/11 and 02 -21 -12 approved by PERA. Ishaq L Chands, P.E. Product Control Examiner NOA No I2- 0402.03 Expiration Date' July 19, 2017 E -1 Approval Date: July 19, 2012 1/8' HEAT STREN'D. GLASS 3/18' HEAT STRENb. GLASS 090° INTERLAYER 090' INTERLAYER BUTACITE PVB BY 'DUPOVT' B TACITE PVB BY UWMr a 1/8' HEAT STREN'D. GLASS 3/18° HEAT STREN D. CLASS o ' SIUCONE ! ;: . zl 2 DOW CORNING Bog CORNING 898 4 9 1j� 28 14 26, 4 W � Q a V n / \ BERING BLOCKS AT LAM. IXASS RE00. FOR Wd)THS EXCEEDING 36' ONLY. tp NOTCH D LES TO CLEAR BLOCKS GLASS TYPE 'G2' U 1/8' TEMP. GLASS S/18' AIR SPACE t/8' HEAT ST IL MASS 090' INTERLAYER SAFLEX IIIG BY 'SOLUTIA' W 1/8' HEAT S7f�Nb. GLASS W �gp 4" SILICONE 0 gin n DOW CORNING �9 Z $ ST. STEEL SP g Z L'1 METAL �atS:R 78 ,s pM�. W I I 35 SIUCONE $ERIE'S B00 r ALUMIN M 01MMNG ZMADME nnnn / SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. \ / SETTIN G BLOCKS EA LEG Lae. CLEAR LE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. — SETCH GLAZING BEAD LEG L CLEAR S OI8C5 LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL ° APPLY TO ENTIRE SYSTEM. GLASS TYPE 'G3' DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION bilLmr RESISTANCE IS REQUIRED. e � L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE M m.. REQUIREMENTS E THE HE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (T F 18Y OR 28Y WOOD BUCKS 8Y OTHERS. MUST BE ANCHORED PROPERLY ° ` TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS W ' i EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE DOORS ARE RATED FDR LARGE & SMALL MISSILE IMPACT. Erep JAVAD AHAIAD n ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. #A7308592 g NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING 13UT NOT COME INTO CONTACT VOTH OTHER DISSIMILAR MATERIALS MATERIIAALSS SHHAALLL MEET TT ATHE dr - -- Z �Z 12 REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. W1 Z—O8 F, 39 3 /A" UAV (X) DGORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FPAME wa tnDIFM ECH EXT•( +) p0.( +) -3/4" 37' 68' 70.0 78,0 (XX) DOORS LOAD CAPACITY - PSF DOUDLB (XX) DOOR ONE LAMINATED GLAD FRAME WIDTH LEAF WM FRAME KMHT p0.( +) 0V1'.( -) 76" 37' 66" Tao 754 GLASS D.L.O. DIMS. D.LO' HEIGHT m FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125)/2 i` to 116.W Z 0 O r K 13 O iI •t.wte� d on 5: 0 P NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 n q FIA PE' CAN. 36 g drowiog no. JUN 0 2012 W 12 08 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. G 6CC �C D.LO. HEIGHT (SIDEUTE) FRAME HEIGHT - 11.000° D.L.O. WIDTH (SIDEUTE) a FRAME WIDTH - 4.438° (OXXO) Z p n Ws� co) O OM l [[z�� 1j, i a Wrn� JAVAD AHWD PW12-08 FIA. PE gp =2 CAM. 353a NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION jUN $ 8 202 DECLARATORY STATEMENT OCA08 -DEC -219 t/ THRo PENETRATION I. . Wow BUpf i TYPICAL ANCHORS S?E ELEVATIONS FOR SPACING 28Y WOW BUCK OR __ WOOD SEE N0 SHEET 1 A I TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY ECO IMNDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 14C DU1. ULTRACON RY 'CT Co. (Fa -177 KS, ry-135 KS) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 -1/2° MIN.- PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED JNTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -114" MIN. EMBED INTO CONC. OR MASONRY A14 SMa- OR MC D I INR roM (CRAW 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL 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 JAM13S Ma - 3000 PSI MIN. C -00 HOLLOW /FlLLED BLOCK AT JAMBS Pm - 20M PSI MR METAL STRUCTURE EDGE "ST' Z n .a TYPICAL ANCHORS S SPACING 0 � W9 I; 18AA9 -OAS COUNTY APPROVEDIj 4 SEE SEPARATE � A y z r�3 w8 ::8 u g< DOOR DETAILS FlA ro dvn CAPE 9338 A m92 g jUm 2 9 2012 drawing no. W12 -0$ TYPICAI FO 1 AV MAX. . JiWA6 FLA. 2 CAR Q_70.98 ::a��3a9 DOOR DETAILS g ts z 3 �M0 8 N g W12 -08 TVPC& ANCHOM SEE aEv. FOR SPACNG MMIso I�IIAN V. 9461 Z O d r N co °L za ao a S n P-l" drawing no. N 28201 W12 -OS SIDELITESIDELITE DETAI� LOCKS DEMM I. ACTIVE LFnF 4 POINT LOCK ASSEMBLY OLOI -8007 BY W ERL= USA INC.' (2) LOOM POINTS ENGAGING AT INACTIVE LEAF 1/2° OUL THROW BOLTS AT TOP AND BOTTOM ENGAGNG FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS LOCK LOCATED AT 42 -t/2• FROM BOTTOM 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2' 010. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8° CONNECTING RODS LOCK LOCATED AT 42 -1/Y FROM BOTTOM CONVENTIONAL DOOR LOCKsET WITH HANDLE DELTA 890 BY 'KTBKSEP LOCATED AT 39 -1/4• FROM BOTTOM KEY OPERATED ON EXTERIOR AHD THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44 -3/4' FROM BOTTOM CONCEALED FLUSH BOLTS BY °SULUVAN & ASSOC' 1/2° X 2' THROW BG.TS ENGAGING FRAME AT HUD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10 -5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STU WITH (2) #8-32 X 1/2° FH MS INACTNC I CAC: CONCEALED RAM BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -5/8° FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 08-32 X 1/2' FH MS NOTE. LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. r LT&14 # PART # REV. DRSCRIPWON MATERIAL MANF. /9UPPLI6R/RE6tp = 1 E601 DOOR FRAME HEAD /SILL 9083 -T9 - 2 Em FRAME COVER 8083 -TB - 3 E603 - DOOR FRAME JAMB 6083 -TS - 4 E 004 - SGELRE TOP & BOTTOM FRAME 6083 -TB - 4A Ems - SIDEUTE 9' BOTTOM FRAME BOB, -TB - 8 E�5 - Man FRAME JAMB 6063 -TB - 8 ESOG - SEELLTE SLIP ON JAMB 6063-TS - 7 EMT LEAF TOP & BOTTOM RAIL 6083 -Ts 7A EMS LEAF 9' BOTTOM RAIL 6063 -TB 8 E608 - LEAF WSTRIP ADAPTER 6083 -T8 9 EB09 - LEAF HINGE STILE 5063 -TB - 10 E810 - LEAF LOCH SOLE III= -% - 11 E811 - LEAF ASTRAGAL STILE 8083 -T8 - 12 E612 - LEAF ALIGNMENT BRACKET 8063 -TB - 13 E613 - LEAF CLAMP 60W-TS 4-1/4` LONG 13A E813 - HINGE BACK -UP PLATE 6083 -TS 12° LONG 14 E814 GLAZING BEAD (5/116' LAM. MASS) 6083 -T6 14A E109 - GLAZING BEAD (7/18° LAM. MASS) 6063 -T8 - 18 E815 MAZMO BEAD (WSUL. GLASS) 6063 -T6 16 E616 - SNAP COYER 6063 -T8 - 17 E613 - BOLT SUPPORT 8063 -T6 NOT SHOWN 18 AS RED. SIDELRE MULLION REINFORCING 8083 -T8 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLNAN & ASSOC. 20 F81202 - FLUSH SOLT LEVER - SULLIVAN & ASSOC. 21 FWW14SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 #12 SMS AS REUD. FRAME ASSEMBLY SCREW5 - - 23 012 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8° CIA THlWA= ROD STEEL - 25 W11323 - PILE W'STfiiPPING WOOL ULTRAFAS 26 E20618 -MM -3020 - BULB W STRIPPING SAMOPRENE EPOM 27 E206 - GLAZING am BULB SANTOP ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWS RUBBER CO. 28 ES 22 - - FLUSH SOLT CUP NYLON - 30 DLOIRC 81AfXt BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DIAIWB WHITE SOLT SUPPORT BLOCK POLYETHYLENE ACME PLA.4TIC 33 #10 X 3/4° 2/ ADAPTER FH SELF DRILLING Std 34 2/ LITE SETTING BLOCK, 1/4- X 1/2• X 4• LONG EPDAI AT 8° FROM EACH END. DUROMETER BBts 38 2/ LRTE SETTING BU= 1/4' X 3/4' % 4' LONG I ON AT B' FROM EACH END, DUROIAERER BBtB 3-112" X 7 -51e' X .122' THK. EXTRUDED ALUM HINGE PART OV -107 BY SULLIVAN & ASSOG 3 HINGES PER LEAF BOTTOM HINGE AT 10 -1/4- FROM BOTTOM TOP HINGE AT 11 -3/4• FROM TOP CENTER HINGE AT MIDSPAN (35° O.G. MAX) HINGES FASTENED WITH ®10 X 1' FH SMS (5) SCREWS AT HINGE SOLE (B) SCREWS AT FRAME JAMB SEALANTS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. v � 0 P 6�sa td s gg� U 8 V1 Po n $ ai(,j Z� - 0 079 .628 1.628 2.082 i� DOOR FRAME HEAD /SILL .394 �- ,130 •ql.14111 045 •803 I .050 .803 .045 1.04 7 1.172 to GLAZING GG taa GIAZBNG� t8 GL wsut. GLASS 7 LEAF TOP /BOTTOM RAIL 4.719 .078 4,787 .078 1.750 1.507 4.0WW 9 LEAF HINGE STILE t.507 83 1 44 .790 4.00D 0 SIDELITE TOP & BOTTOM FRAME 2081 1.790 1.907 .078 -.329 I� .078 1.812 - to LEAF LOCK STILE 2 FRAME COVER t5,344 .687 --�� -- 8 .osa t.197 t. 7 1.7so .194 SNAP COVER oo LEAF ASTRAGAL STILE DOOR FRAME JAMB I (a) SIDELITE FRAME JAMB 7A) 9° BOTTOM RAIL I aA SIDEUTE 9" BOTTOM FRAME 1.500 .312 .082 e LEAF W'STRIP ADAPTER .094 st 442 1,584 to LEAF ALIGNMENT BRACKET .375 333 ---- 1.x711 a .1zs 13 LEAF CLAMP HINGE BACK -UP PLATE SIDEUTE SUP ON JAMB o Q� 0:o $� P Milo ON �y`illilil0r �jn Z C -'j z ��� .12s 3.7es 18 SIDEUTE MULLION REINFORCING ro 3 g rd-==_g_... W12 -08 I SIOEUTE FRAME CORNER E ru PE SON= C". N3 �ali5�w *111� 0 g � Sao t0 "7 O M W g i kl 11 armmng no. W12 -08 m MIAMFDADE MIA511 DADE COUNTY IM111111111 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.minmldade.gov /economv `Eco Wb dow 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 -- LALL APPROVAL DOCUMENT: Drawing No. W09-20, titled ` Eco -Guard Series -300 Alum Fixed Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 03/23/09, 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. 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- 0223.25 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. K 140A No. 13-0206.05 MIAMFDADE COUNT1l Expiration Date: June 17, 2014 Approval Date: May 02, 2013 Page 1 4 I , . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. 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 03/23/09, 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 along with installation diagram of a 971/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -08 2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (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 96118" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. IIETI -08- 219211, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted raider NOA #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 3/81' 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- 219311, dated 01/15/09, signed and sealed by Candido F. Font, P.E. ( Submitted 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. HETI -08 -2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted un(lerNOA #09- 0413.08) Manuel Per z, E. Product Control am er NOA No.1 06.05 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E -1 i I I . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNrtNm) 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. HETI- 08- 2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) 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 SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "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 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted 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. Manuel erez, Product Control Exe finer NOA No. 13 -020 . 5 Expiration Date: June 17, 2014 E -2 Approval Date: May 02, 2013 i z.IRlg .ogz goo 769 2.611 Q FLUSH FRAME ADAPTER (1) FRAME HEAD /SIU. /JAMS .7so .8113 .ogo ® GLAZING BEAD 1.070 37s ., n ANCHOR COVER ECO —GUARD SERIES --30Q ALUMINUM FIXED 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 FIX. /FD(. OR FIXED 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 8E AS USI'ED, 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 UMRED TO STEEL/METAL SCREWS, THAI COME INTO CONTACT' WITH OTHER oLSSIMILAR MATptIALS SHAD MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. FALS (SURFAC t 4 1 f OBT ID) O.L. OPG. ,I I. u u u u u u p fl I! Ii It n u II II II II II II it lI = r- I I� B I 8" MAX. L 1 12° MAX. HEAD/SILL HFAD /` -L CORNERS GLASS D.L.O. DIMS. 0'LO. HEIGHT = WINDOW HEIGHT — 3.829° O.L.O. WIDTH WINDOW WIDTH — 3.829" 1 mm Wm tntODUCT RBVTSSD THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WAi'is'�l $acomoliag with the Floft SHUTTERS ARE NOT REQUIRED. 592 BSIldt"S Code A bI Q ®13 4'u Z Q 'd V e�j 40 p as so %e vi O o 3z� S� Y drawing no. W09 -20 3/16• ANN. MUSS 3/18" HEAT STREN'D. GLASS .090' INTERUYER .090° INTERUYER BUTACITE PVB BY 'OUPONT' SENTRYGLAS BY 'DUPONT' 3/18' ANN. MUSS 3/18° HEAT SRiEWD. GLASS DOW C E SILICONE DOW CORNING 898 DOW CORNING 899 GE SCS 2000 � ME SCS 2000 z 2 4 �, !I s \ 4 �' ii 5 .I i :, I i !i !i it a ii it PIII Z-2 ®e x 1 -114' SMS 8S x 1 -1 /4' SMS AT 3-1/2 FROM ENDS AT 3-1/2 FROM ENDS AND 10' O.C. hOUL AND 10. O.C. MAX. GLASS TYPE 'C' GLASS TYPE 'D' GLAZING OPTIONS Wu400v p-- -� {- � -- r I I I I I 9E I i I _ J -WINDOW _WIDTH Mm. WIDTH MINDMM WIDTH f _ , - _ - '1 I I I I I I I 1 I 3s # 3e W L J,1_1 r I WIDOW wwH WINDOW WtDTH WINDOW WIDTH I I I _ I - _ _ I L ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED HY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN OO7TE0 ONES A14D OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. DESIGN LOAD CAPACITY - M DMGN LOAD CAPACCti5i1 - PSF I� w� V QQgQg r y� a £ 0 MPMW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' MNDOW DINS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (12-) LENGTH (L) EXT.( +) INT.( -) EXL( +) 1M.( -) WIDTH (W) LENGTH (L) EXL'.( +) 1N1'.( -) EXL(+) INT.( -) 0 E e a 07 O O 8 Cf p ,a 7y u a 24• Jo• 38° 42- 49• 54' 60• n• 36' 75.0 Sao 80.0 90.0 26 -1/2• W. 53 -1/a° 74° 28, 75A 80.0 80.0 MA 75.0 eoo no Sao 73o no ,ID.o 90.0. 76.0 80.0 80.0 90.0 79.0 80.0 804 80.0 78.0 8a0 80.0 90.0 790 80A BOA 80A 730 80.0 80.0 90.0 26 -1 /Y SY 53 -1/8' 74' 38 -3/8" 754 no 80.0 90.0 78.0 80.0 80.0 90.0 78.0 89A 80A 90.0 78.0 80.0 80.0 90.0 75.0 804 80.0 90.0 75.0 80.0 80.0 90.0 78.0 a.0 80.0 90.0 75.0 60o eoo 90.0 26 -I /z" 37° 83 -t/8' 74" 5o_s /e• 73o eoA aoo 9oA 24• 30' 38' 4r 48' 54• SO• �. 72' �. 75.0 $0A 80A 90.0 7s o �.o eo.o �A 730 80.0 80.0 90.0 71.3 78A 80.0 90.0 75.0 80.0 84.0 90.0 71.3 73.1 8a0 �.0 75.0 80.0 80.0 00.0 28-1/2- 37" 53 -1 /Ir 63' 75.0 80.0 80.0 50.0 780 80.0 Sao 90.0 730 80.0 80.0 90.0 67.9 72A eoo 9oA 730 80.0 sao 90.0 C.) N 00 Z p W pq� v o„ z 75.0 S0.0 80.0 90.0 26 -1/2' 37" S3 -t/8° 76" 78A 60.0 80.0 90.0 75.0 SD.O 80.0 90.0 73.0 80.0 WO 80.0 780 70.8 80.0 80.0 679 89.9 80.0 no 24' 30• 30' 42' 4a• 54• SO• 7a° a. 730 80.0 80.0 90.0 W L � �% P147Et WIDTH AND LENGTH DMENSfONS CAN BE ORENTED VERTMALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E7300 -04 3 SEC. GUSTS). ( ) E gr.. JAVAD AFO[AO PRODUCT RWMW cra FlA PE 70502 ��� QrePlodd9 cA�. Aahtwdm No () �¢ gg --� 1 J Pro . l 730 80.0 $0.0 90.0 760 80.0 80.0 90.0 MO 80.0 80.0 no 730 80.0 80.0 90.0 66.8 71.3 80.0 90.0 80.2 54.2 80.0 904 60.2 64.2 80 .0 Sao 24° M• 36' 1. 48• 54' n' 75.0 MO 80.0 90.0 7so so.o aoo soA 75.0 80.0 a0.0 90A 75.0 no 80.0 90.0 75.0 78.8 80.0 90.0 Q g Lj � Q S$ 8S& 71.3 60.0 90.0 84.2 80.0 80.0 24" 3g• 42° 4E' Be �• 75.0 80.0 Ba0 90.0 7&0 80.0 aA 90A 78.0 ao.0 90.0 70.0 70A 70A 8a0 90.0 838 659 80.0 no 64.3 84.3 60.0 90.0 at $ N ^ s s 24' 30" 3e • 42" 4a' ae° 78.0 80.0 80.0 78.0 80.0 50.0 Tao 7az 80A 649 64.6 80.0 t-1,01100 g a m 88.8 59.9 SOA 1 j '�� � o Z. za• 30' JB' 42- 108• 73a Bao eoo 78.0 80.0 8a0 74.5 749 So 9a0 81.5 ets 80.0 90.0 aa• 30• 38' 120• 730 80.0 80.0 90.0i1n�o0"0 73D 80.0 Sao 90.0 dtaWing no. 74.8 74.b 80.0 8a0 SheOt'lo( $ 18Y wood euac J44 a a - '._ad LJ P4 O w 4 n ° .. . m t SPACING TYPICAI. SEE 8". FOR WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. v :v �v. I T ACAL AID& I BY U FOR SPAC WOOD BUCK FOR LINTY APPROVED LOON ANCHORS NOA PITAP TYPICAL ANCHORS: sEE Em. FOR sPAciNG I/4" DA TAPCON BY %1W' (Po -120 KS4 Fy-92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE s CRS) INTO METAL STRUCTURES STEER.: 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF_ DRILLING SCREWS (01-DE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE �$TANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE 1'0 - 3000 PSI MN. C -90 HOLLOW /FILLED BLOCK I'm = 1990 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. '" 95 PRODUCTRBVsw ao "Ptyb4w4htWWwfda N Z e� 0 P a n 'o � z U J� 0 Z 3� drawing no. W09 -20 Fir, m t SPACING TYPICAI. SEE 8". FOR WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. v :v �v. I T ACAL AID& I BY U FOR SPAC WOOD BUCK FOR LINTY APPROVED LOON ANCHORS NOA PITAP TYPICAL ANCHORS: sEE Em. FOR sPAciNG I/4" DA TAPCON BY %1W' (Po -120 KS4 Fy-92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE s CRS) INTO METAL STRUCTURES STEER.: 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF_ DRILLING SCREWS (01-DE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE �$TANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE 1'0 - 3000 PSI MN. C -90 HOLLOW /FILLED BLOCK I'm = 1990 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. '" 95 PRODUCTRBVsw ao "Ptyb4w4htWWwfda N Z e� 0 P a n 'o � z U J� 0 Z 3� drawing no. W09 -20 ,M1 t ITEM 9 PART @ HMO D1?SCRIPTTON MATERIAL MANP. /3UPPLMR /RMUM I FY301 2 FRAME HEAD /SILL /JAIM 8083 -TB - 2 FY302 AS REDD. 01AZM BEAD- 71I8' CLASS 8083 -T8 - 3 FY303 AS REM. ANCHOR COVER 8083 -T8 - 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAS S FLO -80 1 GLASS SPACER - 1 /8' HIGH SWCONE FRANK LOX B a FRAME ASSD46LY SCRENS CS PH SUS 7 1 FY120 - 1 FLUSH FRAME ADAPTER 8083 -TB OPTIONAL 1 /8' ALLRH IORS CIRCULAR WINOM CORNER DETAILS MAX. TYPICAL ARCHORS SEE ELEV. FOR SPACING ASTER CORNERS IM HH Z 0 h O 0Qs LLza_ 061110 Enqr. AHMAG PRODUCTRBVISED FAA. Ev„9„ II �wiWlhaPbdda 781t28'°t ADD r r By Munn do Product 15 00no IA -mg to SO ;; -. 0 drawing no. W09 -20 • if .3 ldETAL �U STRUCTURE III TYPICAL ANCHORS "CAL ANCHORS rawal —DARE COUNTY APPROVED SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS SEE SEPARATE NOA Z n a l a. •' F ,7N3d no y 80 L '. ALT. 2A a SEE ELEV. f OR SPA ACING a Wy of 3 n N /a' MAX. mi=l z � t� SHIMS ALT. Z . 8 G 4 • W tll (;m 4 A A g TYPICAL. ANCHORS • SEE EI.W. FOR SPACING d 'e •i .d OO oo " A o �m� B oo�t�s ALT. �Ctmu IMSTALLATION DETAILS WITH FLUSH FRAME ADAPTEI; E"f- ECD AHMAD PROI�UCCReVISBD a pL cu 7d 70M. Bs� g with the lgodck W A -° " ° • I X,-.CAL. ANCHORS 19o" drOmtng no. SEE ELEV. FOR SPACING W09 -20 sheet 5of 5