The URL can be used to link to this page

WS-10-410 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP - 144380 Permit Number: WS -3- 10-410 Scheduled Inspection Date: May 26, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: HOLDINGS, LLC, CAV Work Classification: Window /Door Replacement Job Address: 74 NE 103 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060131580 Project: <NONE> Contractor: COLTRAIN CONSTRUCTION CO Phone: (305)285 -6723 Building Department Comments Inspector Comments Passed �-- Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 26, 2010 For Inspections please call: (305)762 -4949 Page 21 of 21 Mia mi Shores Village Building Department B Y: _ 10050 .E.2nd Avenue, Miami Shores, Florida 33138 - - -- - - - - -. -. - j0q _ 3 � (?' Ti 1: (305) 795.2204 Fax: (305) 756.8972 INSPEC ION'S PHONE.NUMBER. (305) 762.4949 BUILDING Permit No U S-3- t o- y 1 0 , PERMIT APPLICATIO Master Permit No. FBC 20 Permit Type: BUILDING _ - RO-- FIN - - - - - - -- - - -- - _ . -- - - Owner's Name (Fee Simple Titlehold) 2 Phone # �} .7 — Owner's Address City � W C- O -5A ° State Zip _ _ '3 \ 3 z Tenant/Les9 Name a Phone # Email Job Address (where the work is being done) City Miami Shores Villa a County Miami - Dade Zip FOLIO / PARCEL # n Cn S ° Is Building Historically Designated YES NO Flood Zone Contractor's Company Name OM MAIA) C 4 5MO - 0104 CV0*' Contractor's Address City df tate Zip Qualifier Name L ��- Phone 9 d4!;� % Z State Certificate or Registration No. Certificate of Competency No. Contact Phone I E -mail 14 r Architect/Engineer's Name (if applicable) -- - Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: C -` -k/ayo W dcj A C) AV(- lZ�S S > K t d Submittal Fee $ Permit Fee CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning 6. 00 Radon $ DPBR $ Bond $ Double Fee $ Violation date: ��yy Structural Review. $ Total Fee Now Due $ 74•(�� See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will° be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site foP tie first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be pproved and a reinspection fee will be charged. Signature Signa e Owner or Agent Contractor The foregoing instrument was acknowledged before me thi The foregoing instrument was acknowledged before me this day of A? 1 1 , 20 �, by T n�� f ! = day of (- , 20 & by / who is personally known to me�#rNs► srFoduced � t I who is pe onally known to me or who has produced As ati e;Wwh�A, d take an oath. as identification and who did take an oath. NOTARY PUBLIC: 0 NOTARY PUBLIC: Sign: Otis Sign: Print ��iJaAS�� Print• CJ C llillll1%;% w v My Commission Expires: My Comm*To�i ° j�pires:E MIM7 GHAU * * W CDMta15Si0N 8 DD 852M 4 ,.6-0 EaPtrf S: January 18, 2014 ��1t�Y9t9F�t: Y9t4e9t9ftY�1c4eStaY9tdr9r9c9t�Y• Ir4e�Y4t4t4nY Y4e3c3c4ryc4e4t�Y4t9edt�F& ttt3a: 4sYYt4tde9i4r9t9t9t�c4rYi4e�Xe9toY�YoY�Y3edt�Yia4e�Y7@ zYRr�tt &At3t4tdtdt4t:+r8t4t7YoY�FsY k3tiY4e�e9e464t9ttk APPROVED BY //�d Plans Examiner Zoning Engineer' Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) 0 10. • 13 Ib ,� J �� 3 Miami Shores Village ` r a °F ti }� De>� �.� 10050 N.E. 2nd Avenue , II�J �F Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Ex P� iration:0911212 1 31 Project Address Parcel Number Applicant 74 103 Street 1132060131580 CAV HOLDINGS, LLC Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell CAV HOLDINGS, LLC 801 UNIVERSITY Drive PLANTATION FL 33324 Contractor(s) Phone Cell Phone Valuation: $ 12,500.00 COLTRAIN CONSTRUCTION CO (305)285-8723 Total Sq Feet: 0 Type of Work: REPALCE DOOR & WINDOWS Available Inspections: No of Openings: 21 Inspection Type: Additional Info: BUILDING Window Door Attachment Classification: Residential Final Shutters Final Shutter Attachment Fees Due ] Pay Date Pay Type Amt Paid Arnt Due CCF Education Surcharge Invoice # WS -3 -10 -37282 Permit Fee 03/12/2010 Credit Card $ 50.00 $ 298.80 Scanning Fee 03/1712010 Check #: 711 $ 298.80 $ 0.00 Technology Fee Total: F�e f .J t: A In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining tKd and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting ft permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required foLECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS j kFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructioh'ind zoning. Futhermore, I authorize the above -named contractor to do the work stated. March 17, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Buildg Department Copy March 17, 2010 1 s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 137860 Permit Number: WS- 3- 10-410 Scheduled Inspection Date: April 01, 2010 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: HOLDINGS, LLC, CAV Work Classification Window /Door Replacement Job Address: 74 NE 103 Street Miami Shores, FL 33138 - Phone Number Parcel Number 113206013158 Project: <NONE> Contractor: COLTRAIN CONSTRUCTION CO Phone: (305)285 -6723 Building Department Comments Inspector Comments Passed El 5 . i ►-� J o ry 5 � s Failed ��= -�R -�o�^ cN�'•�,�oLv � c�Lo � IlEr fZ Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 31, 2010 For Inspections please call: (305)762 -4949 Page 12 of 23 iami Shores 'Village NIP � ul Department 0MOZ YWE MR 1 2 20 g , ! 100 0 N.E.2nd Avenue, Miami Shores, Florida 33138 O. (305) 795.2204 Fax: (305) 756.8972 �2 ��"` INSPECTION'S PHONE NUMBER: (305) 762.4949 •••.... BUILDING Permit No PERMIT APPLICATIO Master Permit No. FBC 20 Permit Type BUILDING R09 FINE Owner's Name (Fee Simple Titleholder) 41 Phone # Owner's Address City l7 State — Zip .� Tenant/Les se Name Phone # Email Job Address (where the work is being done) < A City Miami Shores Villa County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name — Phone # 47U — ,Z? _ Contractor's Address City ! State �.. Zi Qualifier Name c0 Aj Phone State Certificate or Registration No Certificate of Competency No. Contact Phone L 5Q 447Z �1 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1'2- Square / Linear Footage Of Work: Type of Work: ❑Addition EIA teration ❑New �epair/Replace ❑ Demolition Describe Work: L /W w i� Submittal Fee Permit F e CCF CO /CC .$ Notary $ Training (Education Fee $ technology Fee $ 10 .40 Scanning $ 10 Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ Zq See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating ` construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. Signature Si gna e Owner or Agent y O Contractor ID esw►. 22 The foregoing ins Iq wa� a�slrwledged before me this { / The f egoing instrument was acknowledged before me this day of 20 10, by day of , 20/4) by who is personally known to me or who has produced Gl— who i ersonally known to me or o has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: " " " "1 °i NOTARY PUBLIC; i 31b • oo Sign . ' • Sign �O Notary Public State of FioMa Print: Print: �ij �'� My n DD500342 My Commission Expires: �. 1'` Se1 My Commission Expires: �� APPROVED BY J' /��[l Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07XRevised 06/10/2009) NOTICE OF COMMENCEMENT C N 2 9 11 � ER� 11 79876 OR Bk A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION EC O�`C <EC� �1 ..7E.1 ` 3 7/20 r 15s' 3.�'17,`2��41(; 15- - .54 ARVE't RU4'II' #r CLERK OF COURT PERMIT NO. UQ S [ 0 — 1 10 TAX FOLIO NO. A Z ®r 0 Ac, AGUE ►:OUNT'r r FLORIDA STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information y is provided in this Notice of Commencement. 1. Legal clescrip of roe and street / ad ress: } x14�?/io r�/01Ci9c+ ,E/' /V ru ` ga ,t 2. Description f i ve ent: n 3. Owner (s) da me an d keel C Cc "Wert W 33� 4 Interest in property: A3f A.0- I Name and addr ss of fee simple titleholder: ,gee pe- 4. Con ct name a addre : Y`et /r9 f��'Ltcg /t?�l'I o✓,i 73`'`� 0 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ S"�� 6. Lender's name an address: �`�: MA 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served,�c provided by Section 713.13(1)(a)7., Florida Statutes. Name d Address: th 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice fro i in Section 713.13(1)(b), Florida Statutes. �.y - I Name a Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording different date is specified) of Signature of Owner `'� f ,Q M �A S Print Owner's Name "OyItEni'Jfth / 6taa Y11 4 repared by er- Swom to and subscribed before me this day of `k Ct , 20 r Address: ? tine Notary Public: ° �. Yl�l,rxrvri 5 dJ,r�S, F 3-3/2`2 Print Notary's Name: C' My commission expires: MY COMMISSION # DD838034 EXPIRES December 15, 2012 (407) 39 8-0153 1 FloridallotaryServlcexom s; _t C)OLTRA ii J / -lirr M AP4, EL WIND LOADS CALCULATION EXISTING RESIDENCE WINDOWS AND DOORS RENOVATION 74 NE 103 STREET MIAMI SHORES, FLORIDA 33138 V 1� COLTRAIN & JONES, ARCH. n r '1 535 SW 8TH STREET, SUITE 100 V� MIAMI FLORIDA, 33130 ^ \, February 24, 2010 c r 74 NE 103 Street Residence Windows Wind Pressures ASCE7 -05 h= 15 ft Mean roof high V= 146 mph 1= 1.00 ASCE 7 -05, table 6.1 Kh= 0.85 ASCE 7 -05, table 6.3 Kzt= 1.00 ASCE 7 -05, section 6.5.7.2 Kd= 0.85 ASCE 7 -05, table 6.4 qh = 39.4 psf GCpI = ± 0.18 qh= 0.00256(Kz)(KzQ(Kd)(V jr GABLE ROOF Wail iDesl n Pressure f Area, if -Gc -Gcp -5 +Gcp -Gcp4 -Gcp5 ZONE 5 ZONE 4 10 -1.10 -140 , 00 -i:10 41.40' +46''5 - 62:2 +46.5 50.4 15 -1.07 -1.34 0.97 -1.07 - 1.34 +45.2 - 59.8 +45.2 -49.2 20 - t}5 -1:29 i -1.29 +444 - 58.0 +44.4 48.3 30 -1.02 -1.23 0.92 -1.02 - 1.23 1+43.1 - 55.6 +43.1 -47.1 Roof Design Pressure, psf area, If +Gcp -Gcp1 -Gcp2 -Gcp3 ZONE 1 ZONE 2 ZONE 3 10 0.30 -1.00 -1.80 -2.80 +18.9 -46.5 +18.9 -78.0 +18.9 -117.3 20 0.27 -0.97 -1.59 -2.29 +17.7 -45.3 +17.7 -69.7 +17.7 -97.2 50 0.23 -0.93 -1.31 -1.61 +16.1 -43.7 +16.1 -58.7 +16.1 -70.5 100 0.20 -0.90 -1.10 -1.10 +15.0 -42.5 +15.0 -50.4 +15.0 © +------ 0-- ---- +© © - - -�- Z h -! © ® o o ;o s ® +-------- - - - - -+ - -J- La- II MAM MIAM -DARE COUNTY, FLORIDA • a METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEP'T'ANCE (NOA) wwtvmaimidadesav/bnildi�cade Jeld — Wen, Inc. (OR) 3250 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE; This NOA is Ming issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. This NOA shall not be valid after the expiration date slated glow. The Miami -Dade County Product Control Division (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. DORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building cote. 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 6'-8" WE Ontswing Glazed Steel Frei ch Door - L.M.I. APPROVAL DOCUMENT: Drawing No. JW0509-03 -01, tided "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17 /04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date b)° the - vhami -Dade County Product Control Division. M ss.ELE 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 and following statement Miami Dade County Product Control Approved ", unless otherww 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. ADVERTLS 2vff 1 The NOA number preceded by the words flami -lade County, Florida, and followed by the expiration date may be displayed in advertising literattue. 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 # 05- 1215.01 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gasgan, P.E. NOA No. 08-0312.09 0jDEgA �to lxpiration Date: May 25, 2{111 Approval Date: July 24, 2008 Page 1 Jeld — Won,bG (ORl NOTICE OF ACCEPTANCE: EVIDENCE SUBMMMD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW0509- 03-11, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17 /04 with revision "C" dated 02/05 /08, signed, seated and • dated 06/07/08 by Nimesh Bhaysar, P.E. B. TESTS 1. Test reports on: 1) Standard Test Methods for Tension Testing of Metallic Materials, per ASTM E 8-01 Along with marked -up drawings and installation diagram of the tensile taro 'es of a steel door skin, prepared. by Architectural Testing, Inc., Test Report No A + MM7 106 -31, dated January 30, 2006, signed and sealed by Joseph A. Rced, P. E. (Submitted under previous NOA # 05- 1215.01) 2. Test marts on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Waxer Resistant 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) Ford Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210-3195- 1 dated 09 /28/05, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by O. M. Engineering Services, Inc., dated 03/07/08, signed and sealed by Nimesh Bhaysar, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, and expiring dazed 03/04/09. 2. Notice of Acceptance No. 07- 0214.07, issued to ODL Inc. for "ODLJWestern Reflection Series Aluminum Glazed Lite Kit Assembly - Impact" approved dazed 03/22/07, expiring dated 07/28/10. Jaime D. Gasgon, P.E. Chief; Product Control Division NOA No. 08-0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 E -1 Jeld — Wen. Inc. (OR) NOTICE OF ACCEP—rANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest and conformance, dated February 22, 2008, signed and sealed by Nimesh Bhaysar, P.E. I Statement Letter of conformance and letter of "No financial interest" issued Jeld -Wen, dated February 27, 2008, signed by Steve Saffell. 3. Laboratory compliance letter for Test Report no. ATI 61782.01- 106 -31, issued by Architectural Testing, Inc., dated February 06, 2006, signed and sealed by Joeph A. Reed, P. E. (Submitted under previous NOA # 05-121 5.01) 4. Laboratory compliance letter for Test Report no. NCTL 210- 3195 -1, issued by National Certified Testing Laboratories, dated October 07, 2005, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05-1215.01) G. OTHERS 1. Notice of Acceptance No. 05- 1215.01, issued to Jeld — Wen, Inc. (OR) for their Series "6' -8" OutsWing GlazW Steel Door — L.M.I. ", approved dated 05/25106 and expiring dated 05125111. i Jaime D. Gas"n, P. Chief, Product Control Division NOA No. 08- 0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 E -2 JELDIVEN® Steel �- WO00 EDGE IMPACT GLAZED STEEL DOOR 6-S OUTSWING SINGLE OR DOUBLE DOOR UNIT p� 71V MAX. OVERALL UTIUZING COMPONENTS PROM 000 INC AND .1 U ENDURA PRODUCTS INC. 37 1/2" MAX. FRAME WIDTH FRAME WIDTH 36 1/2" MAX. {.,_ 35 3/4" MAX, PANEL WIDTH . iy GENERAL NOTES + PANEL WIDTH W /ASTRAL 1. THE PRODUCT SHOWN HEREIN 1S DESIG NNED TO COMPLYWITHTHECL8IRENT J FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE; �y INCLUDWG HYHZAND HAS SaW EVALUATED IN ACCORDANCE WITH THE 11�� FOLLOWING: TAS 201.84 TAB 202.84 TAB 203.84 G 21 1/8* 21 1/8' 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 21 1/6` I WAX MAX. p LOADS TO THE STRUCTURE. MAX D.LO. O.LO. o 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN CNDETAILB. x i6 o•LO• INACTIVE ACTIVE ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BESEYCND WALL DRESSING W OR STUCCO. 15 iv Ii OP . O a 4. DESIGNED PRESSURE RATING SEE TABLE 1• PAGE 1. b 3 O 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY � HURRICANE ZONE (HVHZI & PRODUCT DOES NOT REQUIRE SHUTTERS • !+� RES)DEWK INSULATED STEEL DOOR (Gammon to all frame o0nd18orasf _ c 1n DOOR LEAFCONSTRUCT10N. g F : 24 GA (0. 021 "min) thickness. Galvanized steal A -525 V g commercial quaAly AKDO per ASTM 620 With average mkdnwm yield strength Fy(sve) -30627 pai. Core ft*M: Exilerldsd pa ydymne with 1.0 to 1251bs dernXty, by"Wen Inc. 2 2 ftd Constnofkn: The active and lnac8ve panels ere constructed (ran 24 GA REF ASTRAGAL SOLT ITEM # 12 (0.021' min) galvanized steel. The face sheen at cop and bottom are bard 90' over tho fop and bottom ralls. The top tall measures 1.Whigh x IXW wNe. The steel bottom roll measures 121 "W x 1.SBB" w/da The Mdas of the lace shade are rob IXf:LB' r1NG TIXIT /X f np ,d ATG UXIT (XXI formed into the latch and hinge steaa which measure 1.00 "high x 1.688' wide. The SCALD 1 - SCALF� 1 2 =f Interior m* is NW with expended pol""ne. The taco sheets are gived to the expanded polystyrene. The panels are cut out for the twololsm ODL Akminum Ore ALL DOOR MODMS A RE MEWf:' frame. Units are glazed with tempered and laminated (mpaa 1' 10.On double door pg(m THE INTERIOR SIDE appllmUms the kwgve domistlltedWffi an awrudedatunBmrm astragal of 6=-T6 alloy, mafu(schaed by &xkm TABLE I DESIGN PRESSURE RAT)Na F /,fl y ita�l Conetructton: The frames are constructed of ftngerlwtod pine Jambs men "W 4 -9116' x 1-114'. The headJamba are mm*vd aml bWtJohled to P � W ATE the side Jambs, and attached with three (3) 18GA 7116" mourn x 2" long FNMTRATION 0 REQUIRED Staples on each SWe. The Uveshhold is attached to the 6W Jambs with POBITNe +00A pep three (3) 163A 7116 " crown x 2* long staples on each S(de. Ghulnu: OOL Insulated No is 1 "overall thickness, tmt�aft of one (1) T+ so.o P8P 010.126 Wnporedg)ass; 0.5'Sir TABLEOFCONTERITS 4 paw of TWO {2)paltes ammealed with.090' PVB Iltedayerby SaluNa. All antes are sandwiched SHEET d DESCRIP71ON NIMESH WHAVSAR mom 2/5 glazed into the panels. 1 TYPICAL SAVATONS pXC)1sI1c r tul FLORIDA P.E. NO. 58881 soaF, AS R 2 VP.RnCALCROSS SECTION a BIU.OF MATERIAL �,m5ypgt VVi1L the Ftotidn 3 HORMONTAL CROSS SECT1ONS iASin, CY lc 4 ANCHORM LOCATIONS A +x , pl L +CWL BY:S. 5 COMPONENTMAU OROM!roe 8 UNIT COMPONENTS �y 1d "1 JW0509 1, __ A Z.. 1. _ • • • • 4-7 /.W1�'F//yiv'io:�,.�_ _. \ © t ��. t��2�� hL�rYT:.:Z' a r�� • . e � ^�, :.Iuf ®I - tiI / / � 1 ';��/ a •'r s iiiiiT� y nz, r ,r"r, yr ka: ";; =y - ...� ty/ � ,Li � j . /' ��I�7L.�r tRt1?;�li'�73iIr?I.Li:•� . � 2- 1� J r ® ; !(�; !: � tiy'-� , ' �' �I r4H�i;! l' ?* � F� ?�.7.t!I[TLeTtK�IF'IdiX�►��1 �1� t ��ii._. �rt�l. ..Ui..i��E.��..�- ('�._a...l►Tt� ��irl�l�R� y,. a r r r l n: �• - i p [� +I14r�3 �flrrSl�',�►fi� =m�;tr,,� , ,: i ! Ej] 1 t, r #?ii �11+`�:Il7nrn:��tAli:113i1I'iA •i?i n �I Y � � ]E [3� h •• 1 lFT irtiriftt:� 1 1/2 1 1/2" SEE NOTE #3 MIN. � 1/4 MAX. 1 1/ MAX. MIN. 5 I SHIM SEE DETAIL G 15 SEE DETAIL SHIM g SHEET 6 SHEET 8 1 i/4" 1 1/4 � rn MIN. 9 MIN. y as @2"829 9 30 30 21 22 21 M d 31 tU SE NOIE #3 g t ._ l�IEtl� L 6 r I~ ;'''t R . a' a� >� r ✓ j `J. I. •Z �}•��t �`.5�.'.."• : r ! • •''.° .5•� •'3 �'{ i . }d.:p.t+••.:i', y a 1i7 f ? ' ` ' % j.�:1•': • � S �„ 'i�t, :,.cif ,T ;�a ?.' i. i•�, : s {a,.rP : {µs .ia• "..;: y:. (� ;,.j. +� ; ".i.. .� ��' ✓i`4t." y >: ; 1; " �.a . {';:, j•1+�+ 33 .;�'.c,1. •. ;i�s -' ;Y r:• s.•r:..1.^}:...;, :... ^;�'�':.r,;.; --•• -� ..� rs 4 19 32 25 21 24 21 2g 4 20 28 1 3 20 19 WOOD INSTALLATION SCALP° 8" mf' -O"J 3 WOOD LNSTALLATION SCALP:• -0-) 1 1/4' 1 1/4- MIN. EMB. MIN. EM B. 1/4 AJAX 1 11/4' MA 2 5/8 2MIN." r SHIM SHEET B AIL 0 15 28 29 SEE DETAIL G MIN. 34 SHEET 6 r 30 3 9 � � 9 SEE. NOTE 4 30 21 21 31 SEE NOTE #4 �I � ° x ; .' i; } :yi`.t vF.• ?' > s ;� t'. r.,s • . i .i � •.� •,•y h ;.'% 4 r14�; 1,;s >�,.5 � !;•,l ... 'e•,`: i i +,}".C�i.: i. i�.,! a•�l:t.`4; n,uir ° ;'.7 •.';.•.i.j . '^��B',:.�r.> i WA 33 4 us 25 ' 19 32 21 24 21 29 28 4 3 20 y 20 1 G Hoarm ONTAL CROSS Sl 'l ryp.. D $ CONCRP7'R INSTALLATION (SCALP. 6" CONCRETS INSTALLATION SCAW 6" -/ -0" mmm SEE NOTE 1. ASVML FASTWR SPACMO OEWL F PAtiE_ L (TOTAL OF 14 ! SEE NOTE #1 1, RTES R� z PHW JPs F � 1� 8 4 2x SM TO SUBSTRATE FASTENMO KAY UMW OP170MA1. 3 1tA' ELM TAPCON (NOA P rh,;��e d, a. aSJpt X02- 0303.07) U m Q Z p •i• r + :.'S •1 y_,�. ".% :" {. ,, P., t •^` �1..t ..., +: •• 1 ; , y ;,• • •� r i. o st .J ort,•'�aa'.3,•A'ij D FLORIMDAP,E�ttl0�568 ®1 215108 MDDl1CrMrM ME: AS NOTED ;t #f:t. , i, t „i a ?�;y';4 "'`+ :r•�•J j ".i: ° .$�Z. eaawnpi y^ 1NACTNE ' "- t, .;'. :•i':'': :i•} ;y . :1. ugc.�e �/t' � on er: FAG ACTNE " N° 6P7lp cm ff*S. SAFFELL DRUM ma $ 29 32 25 2 or Do ma tavmm m JW0509 -03 28 8 om �"L'1 ASTRAGAL CROSSS SEG9ION TYP P.4 et aafm 4 SCALP:• 6” - - J D{ u omA a smae s 3 OF 3 SEE DETAIL 8 2 2 SHEET 5 n SEE DETAIL B p SHEET 4 > W6' EE DETAIL A 1 SEE DETAIL B 0 +a v 5 1 HEET 5 io 5" 12 2/5" TYP. 6 "--{ SHEET 4 3" � Ic e TYP. h m TYP. SEE DETAIL I N A o try iV SHEET 5 a h w A 8 tO °ao w co m �C3 � 3 � 3 3 h M � d r . a M — 4 , M a 5 NP. (o p 3 1 1 1 i t I I 1 �I 6° SHEET 4 AIf. A 6" 12 2,/5" TYP. 6" --I SEE DETAIL A 37 1 /T." SHEET 4 11 ALLJMR, 910[d S AR,L VIEWED 11 18 c .__._r E6499. Yt1E.1LJIEGIQ6. �Slllt SEE DETAIL E HEFT 5 O rn o S rte st t°c�zt N xI � C p 1 �. vausrs z —0" SGriLls: !/2 • mm9 _0" 2 1 f f HUSH BHAVSAR mm 2 508 V FLORIDA P.E. N0. 56881 wc"gAv 1'tt13Ht58D SAS NOTED OsannPlyarlthlhetRNlt awo By EAG 14 eatuo .I0 c ma a P,0. QD D�7' ILA lf� p� b am m JW0509 -03 l[GBd.6LldL..°L.�....._ _:.....- )i agcae SCAL s�'I' -n.. , a,, n OF i i 4 9/16" --j ANCHOR ® EXTERIOR SIDE J EXTERI 3/4 1 1�4" 2 *HOLE 7 34 2 c~oo T - 7 0 3 8 1 / 8 1/2 .. 2 m Q 4 33 U a -j 3334 ?? q zWx� INTER 5 1/2" n 5 1/2" 17 2 DRILL 3/ 0 4 RETAINER �--- , W THRU FRAME /MASONRY x 1 -3/8" DEEP 3334 x a 33 M DETAIL B DETAIL C DETAIL D DETAIL A -MACE &OUNTING DETAIL E=KBOLT STBLEZ PLATE POR > ;FAD STRIKE PLATES TAB STBI PL TO ASTRAGAL � SCALE' 3" -P -0" SCALE- 3" -f' -0" SCALE' 3/8" =1 -O" SCALE.. 318" -P -0" ero� a 1, �eoo 4 pp gc�a w p h p w z ' o Z/5 DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE 3 Sn U THRU THRESHOLD /MASONRY x 1 -3/8" DEEP ° + 1/2" x 1/4" ALUM SPACER QQ 30 Y a w ° 0 2 lNTE6LQE 1/8" TEMPERED GLASS i 112" AIR SPACE o rA rA p_ U0'K N + 0.090" PV8 z I+ E XTERIOR INTERLAYER BY U V) SOLUTIA C, w 3/4" GLASS BITE 21 1/8" ANNEALED con n 0 w DETAIL E DETAIL F - ENDURA ASTRAGAL °D '° o f rA1 Z BE1cT Al[�,(� SW= PUrt F J �1STENA J3 SPAt�ING USE #8x1' GLAZ .D ETAIL_ LSULATED GLASS �t sr N SCALE- 3" -P -0" SCALE' AW SCALE- 6" =f' -0" v m 1 <06 NIMESH BHAVSAR OAM 2 5/08 FLORIDA P.E. N0. 568-1 PRODUCTREWSBD scmE:AS NOTED as complying will, the Flaft oil ingCod0 0 Dvo• Br: EAG ccptoncoN Orq 6 ) cHK tars. sAFFEL 1 DRAWM NO.: Canuot QM MMOX040 9stmra3, WM JW0509 -03 v.a, eox sown Division OROW. & 32M SHEET � OF 6 4" — 4 1 � 4 9116" ( R j 9116" '1' 1 N 0 4 9116^ z (� / N .r W ao 23 " 18 I / - 'i .....f ....1/16" (MIn) I n ( J co � �r1._ DS -650 (ENIJURAJ tom. T SCALE• 6" i —Q" SCA 6 I � � `� LE " -i " -0" � Q SCALE• 6" =i --Q �� SCALE• 6" =J` -0" C MATERIAL 6063 —T6 I 2 112" t 13116" 1 114 M W2 3 1/8"- -' 1 3116" 1 11/16" t ` � . n n 1 ` a0 _! C J L_ ... I LJ a l w ® SUPPORT N g O z MOCK W ac I 3 w11 11 /i6 "+.- I I� 1/8 o o� 5 / 76 " - -i T'7 t` - W 2 _ � m U 0 -1 TOP RAIL (PINED U � SCALE• 6" -f -O" @ -a8" " SALE 6" 1 - � SCALE. 6 - r--0" SCALE T 6 " 1' 0 � T SCALE 6" =1' -0 "' 1 MATERIAL 6063 -T6 a+ ..� 2 1/2" � 1 314" 44 04 a • • Ww ASTRAGAL BOLT w w 8, MAT - Cl STEEL ROD ASTRAGAL SILL ODL LIP -LITE FRANZ It 'e rr ,} YEL /OAT CHROME 18 5`/�jjLE FIAT 3(� �LUMI M 6069 T5 too a SCALE: 6" =J'• O" SCALE• 6" -J' -0" � SCALE• 6" �•1' -0" N <tN NOTE 3/18" C -SINK. R-- -- - ---- 1-USE #10 WOOD INSTALIATION SCREW W/ 1 1/2" MIN. EMBEDMENT NIMESH BwWSAR DA- 2/5/08 I WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. rxooucrRevtSCO 1edds FLOMDA P.F NO. SM81 ScAMAS NOTED eecompigindwitht 2 —USE #8 x i/2'" PFI °i WOOD SCREW WHEN INSTALLING INTO MULLIONS. Boi ',gCOdc NO. ft EAG �� / 3 —USE 3/16" ItW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. AccoptoncoNo i . �/ WHEN INSTALLING INTO CONCI II /MASONRY SUBSTRATE AT SIDEUTE SILLS. " � 1P ( / ?�� p+w OY-S. SAFFEL By oRAWG No.: jjETAIG G `Q ! E6$,ffX M + uol w, P am ecom w JW0509 -03 !f MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING MIAMNDADE 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www .miamidade.gav/buildin>?code Jeid -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non- Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11109/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MIS SILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELMG: Each unit shall bear a permanent label with the manufacturers name or logo, city, state 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 Mianu -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- 1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P.E. NOA No. 08-1015.05 MfAM1 DsADE COUNTY Expiration Date: August 15, 2012 ' ' i Approval Date: December 12, 2008 It`n�pg Page 1 I I _ Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Nan - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02-121L 18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07 - -073L 04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 073L04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified - Testing Laboratories, dated 11 /11 /2001, signed and y R esh Patel, F.E. (Submitted under NOA# 02-121L 18) Jaime D. ascon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -1 i Jeld -Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ", approved on 12/2412007 and expiring on 48/1512012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved hnpact Resistant Shutters or Protection Devises are NOT required for the Doors. Jaime D. Ga on, P.E. Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -2 i i 74.5" MAX. OA FRAME WIDTH ° 70,25" MAX. OA FRAM WIDTH JEL"TEN O StGE1l 875` tYP. .125" 75' ,, .75' MULL. 15,5" MAX. OA 36,625" MAIL OA TYP. DAR TIP. SIDEUTE FRAME MOTH p WITH 36" MAX. OA ;875V11 " MAX OA 14' MAX. OA 8'-0"HOODEDQEOPAQ(IESTEEI t�l1Si{�WA PANEL WIDTH TYPNEL WDTN PANEL WIDTH A FACioopg UAAi8 Ngm o WFINWT GENERAL TE8 I� ® �I 1. THIS PRODUCT IS DESICtrEO TO COMPLY WITH THE CURRENT FLORIDA IXUING MACK ACTIVE 6' MAX CODE AND HIGH VELOCITY HURRICANE ZONE W REQUIREMENTS, 80" 80" .or ° °' 2 WOOD BUCKS BY OTHER5, MUST BE M:HQRED PROPERLY TO TRANSFER MAX. MAX, � I= TO THE STRUCTURE, PANEL P I O. EAi 63,125` OA 3. PRODUCT ANCHORS S1UU. BE AS LISTED AND SPACED PER ANCHOR LOCATION P PAN i PA EWG N O EDMENTNIMMENT TO MSE MAi�RNL SHALL 8E BEYOND RL I I0 e OA A � Z " T D.LO, 4. SEE TABLE i ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 81.25 81,25* ,. MAX, f� 5. T PRODUCT WE THE HITTER REQUIREMNTS FOR '1,042 MANES, SEE FRAME V O.A. 0 OA • THE DESIGN PRESSURE CHART BELOW , FRAME 6. DOORS ARE IMPACTED AND DO NOT REQUIRE MWMi DARE APPROVED IMPACT RESISTANT SHUTTERS tRiT HEIGHT oe 7. MLWII APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDEUTES. 8, STDEIJTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOIPLE CONFIGURATION, SINGI. OU IMG NPACT x „ IINR rOXO) W/ NON - 4 5 62 0.75 0 qIMITES WEwFO FROM EOCiERI��, RE31DENilAlIV5YIA1E08TEFU .OQQR (cow toaHbewoCOruH0ont1 DOUBL OUISM IMPACT UNIT (Xx) E 107" MAUL OA fAAME YhDTH y 37.75" MAX. 0A ,875" DGES i�C 24 go. (0.020 minimum thickneea Galvanized Steel A-525 ' 125 ,75 MULL. 155" MAX, OA commercial quodty - AKDQ per ASTM 620 w8h overage minimum yield FRAME WIDTH Typ 36,625" MAX, OA 94R TV, SIDEUTE FRAME MOTH strength Fy(ove.)- 24,600 I* 36" MAX. D.A. 36' MAX, O.A. 14' MAX. OA ' p Expanded potystyra�e with 1,0 to 1.25 Ws. /of densiR , by .875" TYP. PANEL mm PANEL ON PANEL WIDTH PANEL WIDTH JELD- Ii171, INC. W /ASTRAGAL !fir Phad Co ctkn: TM octive and inactive peels ore constructed from 24GA (0,020" min.) galvanized steel. The face sheet tops and bottom are bent 90' over the top and bottom roils. The top LA rail measures 1.67" 1 E ® ® ® wide x 1.042" ho. Me steel bottom roll Is roll formed 0.021" goWnized INANE ACTWK p , MAX p p, stall neasurirgl 1,87" wide x 1.21" high, T sides of Me face sheet are V. �„ wIDTtM `''` mall fanned onto the LVL latch stile and Ponderosa Pine Nnge side which measure 1,67" x 1.0" The interior cavity is MW with pootyrans. The face sheets are OW to the poo &ad LRe ConsL: The sash Is constructed from 24GA, (0.020' nI 91 OA OA PANEL PANEL 6�MAX. steel. The edges of the face sheet are bent 90' ova the payatyrsne core OA and gluad to iL The "Re panels are routed to receive the ODL Up Lite 9 Frames or the optional II Light Formes. (See sheet 7 for glazing 8125' Lka LIZa 81.25" F details.) The Re frames ore sealed w/ 0 glazing compound on the MAX. ® MAX, HEIGHT From r,Q ,cry The frames are constructed from Ponderosa Pine Jambs FRAME FRAMES � meosudng 1.25" wide x 4. 5825' deep. The door and &We& head 06 HEIGHT are nertlsed and butt jo&red to the side Jambs and doched with (3) 16GA g g 2" x 7/16' crown wire staples. The u* use a standard bump face PI Ihreihald measuring 4,041' deep x 1.0' Milli. TM throalrald is attached to Me from with 3 I%k 2" x ?Z16' crown whe ftles. ° nrxaN F OLITS►oNG IMPACT � w � U�dI�4XXOl N'!� h o TAKEOF T 0,825" Q 75„ 0.625" YIF O FROM EXTET IR AN wraCAM C SNraE OUESI MAO IMPAC UKA) 1 NOtESANO oniE: 9 - - 2 VERTICAL CROSS S AND MA TABLE 1: A l . c I uC \vIththe scuE: N.T.S. 3 HORiIONTAL [ROSS CTIONS OW PRFSSW RATING-Off MNtFR a:.cvra ^iy.usivti'u4mFiofide "� Po0 DWG, ft JWJ 4 ONTAL DOSS AND 6#IJB WN Di 6 AMID NaOitlGxg Coe Acs..r:�acaFlo S 1� q l � , � N 0 - A QL 0008 �� sac en S. SAFFELL 5 LOGiTKNiS AND DETAIS DET SdKNI ff W DAL 0X0) +6 &67 psf -70 pef Mo S t " a etc Z LOCATIONS AND W/Ivo NI 0 SgEM "a P. E. a +1727 � �: 7 (IAZMG DEfAIS r doaR W6f PCK 0104 Tao. oleo) M uc Pi c, uG s -2104 8 UNIT COMPONENTS W/MO SDDIi� +57 psf - 51 pit C+ivlaioa col 15 a � 3 2 M Phone: 321 - 690 -1188 rare wwau of hoWWAN Na isms Fax; 321 - 690 -1789 %W 1 or�- MASON RRYEJ 51 MASONRY 51 1 DOOR STEEL FACE SHEET 24GA. 0,02A MI , pROt)UCTREVtSfiD 1.50" BY OTHERS 1.50" BY OTHERS suaaiag cea� 2 FRAME HEAP flNOfR JOINTED PON R0 P E MIN. MIN. 3 FRAM RING JAM F1NGER JOINTED P SA PINE AceepMmNoo 0 " EMS. ��; ':: �', : " +i '� ?, �' 4 FRAME LATCH JAMB FNGER JOIN O PON ROSH N � Do ° 2 0.25 `•1.: J, , ; 19 0.25 E B, • . t' 19 " '' MAX. MAX. " ^ ::, 5 73Y 20 SHIM 2 7 R „T I DOWN t 2 FACE TH 9 BRAD TRIM NAIL 180A. X P FOR M L P 10 COMPRESSION IP SEE DETAIL 7_/^' 11 EE DETAIL, 7,,/"'i i t 0009 top RAIL LVL ON SHEET 5 :;; }� ON SHEET 5 ` _ "' -LL DOOR RAIL STEEL 1 ••'• 13 DOOR 31 HINGE S11LE FI JO►NTE4 POND Rd 4 10 x I J P SCR �;,•;, 1 SEE NOTE 8 ' ON SHT. 4 29 SEE NOTE 3 1 LOCK BLOCK NG R TED PONE INS wow _` ON SHT 4 16 3 18 ITW TAPCON ANC W t 1 4 E B 1 Sim 0 ^:" 17 EXPANDED N A to 1,25 • C1 NSITY d , ' 1,75" MIN 1.75" MIN 18 NOT USED PANEL THK PANEL THK N 2 2 SHIM O. 5 MAX. THK, HIGH DENS P TIC GREA - *" SEE NOTE 2 1 . 1 4 KWIKSET TIT 700 SOM DEADB T Nd SM ON SHT: 4 3 8 x i 1 LASCREW ODL LITE ME b y'. 24 8 x 2 PFH WOO S CREW 4 5 8 x 2 1 WOO SC N rig 0.125" MIN. 8 10 x 1 P EW tMP TO DOOR) SIM GLASS THK. 7 t 2 �+ '., 28 MU N WOOD 0 I( Et( " 29 Slll nN CA C lA NCE 3 C Si 81.25" $ 81.25" 80A 3 GLAZING COMPOUND D 8Y 000 sk MAX. MAX. 31 BRA TRIM lBGA, x 3 4 FOR 3 8 Q MAX. MAX. SEE GLAZING OA. O .A. OA DETAIL S, OA. 3 -31 QUARTER ROUND EST FRAME PANEL FRAME SHEET 7 PANEL 33 F OR ,M HEIGHT HEIGHT HEIGHT EIGHT SCMIAGE KNdB S 51 N • :; 35 SCHLAGE tl EADBOLt 103 (NOT SHO Y. 38 SiDELITE Slft tACE 24GA (0 EEL MIN. f., 37 1 ZY TEMPERS GLASS PPG GLASS 3 38 DL LITE FRAM SG POLYCOM P 0 C13 SEE NOTE 2(&4 39 PRESSURE TREATED 94R (314" x 9 18 x 8 1141 t Mme ALI1MIk M EXTRU Etl PER W) WOOD - - -- 3 41 ASTRAGAL STRIKE P iMPERWI. • 42 YALE KNOB HERI 43 YALE dEADBOLT HR1rAG SERIES nt SH OWNY STEEL 44 SIDELITE FRAME HEAD, SI L AND J FINGER JOINTED SEE NOTE 6 " "f t PONDEROSA PINE 10 ON SHT. 4 2 ; ;•' S IL AM BY T I :•' ' " 3 46 1 2 INSU E LERA GLASS TRI AMPAC SEE NOTE 8 y ::+ . 47 MR 1* LASS SEE NOTE 9 �.;:�:. 3 ON SHT. 4 16 : '' 1 INSULATED MPERED INITY AC ON SHT. 4 ? "•' EE DETAIL 7 A, f NOTE 3 9 LITE FRAME SCR x 1 11 2' LONG P H D '`'' `• 12 0 N 8 ON SHEET 5 i;' ON 4 g 10 Wn00 Ng %M SCREW W 1.50 MIN, EMBEDME 31 - STm 44 53 1 LOCH DM SOLT STRIKE P .825" 4 ,: We g " "'" •�i' • ": • • r•�:. t`i 1. ODUCTR011ILTO " E es cenrig :!^ �vis{i Prepared By: Me 1.34" CONCRET N t,S 1,75" 50" MI1� CONCRETE/ 1.25 .75 .50" MI(�,, MASONRY MIN. MIN. OGE DIST. ' MASONRY MIN. MIN. EDGE DIST. N' t4015c ( CML ft EM8. BY OTHERS EMB. BY OTHERS t: w 2 O S SE CTION VERTICAL \ / WITH m CROSS SECTION ry Faof P. E, o 41323 NW CR 2 Dtux�O �LD A H ibis Coq�weN sine Cols FTC, 69 5 -2104 , fl,,,�, Phone: 32i- 690 -1788 i mi cww"" a k6mkoka w0. wx Fax: 321 - 890 -1789 ..2_ CF J NOTE a PROnucr REWSED SEE N ON O T. 4 19 0 4 S2 7 1 15 SEE NoyE 7 AS 1 °�"`S "" 2142 34 13 B 5 B 3 20 19 2 ON SK 4 H3' CaMtol E 175' MIN. PANEL THK• A , , • 4 r , , r dl 1 51 SEE MAIL S x I1E1' 5 , SEE AI4 1 �ry O O SNEEi 5 � bASONRY 1 9 Ify }Wry5 CI QifTGIfJ f t N :. a 0.25 MAIL H R N \4V LAIGH JAMS TO BOCK \4V HNGE JAMS TO SUCK — A 0.25' MAX. e } 1.30' MIN. SNIM 1.50' MIN. �YItaCRETE/ EMBED. EM�D. BY Olm SEE NOTE 1 ON SHt 4 dMW THROW OL15 TOTAL; CO EACN 2 1 1 1 7 52 7 1 15 214 34 0.31" D14 x 9.0' LG. AT TOP 4t BOTTOM iB SEE NOTE I SHi: 4 26 amp DUAL 1.75' MIN a4pug n e ° • 0 x PANEL THK \ NOTE ItEM 24 NOr SNOWN TAS \,� _ VIEW FOR Ow hv-* OlY4S:OA < SEE DEX + 9 -it-01 SEE NOTE 4 11 ON IW 10 1 1 mu NT. ON SK. 4 S Er one4 f>rrs. r: j HORIZONTAL CR IOiV rAft P. L Ha 41 oa r+o ra \J/ AT IMPERIAL IM spa as sew Phony 321- 980-1798 $'1104 oari aronew a Ha ye w. eo• mu I= 321-M9 -1789 ISM OF .� 3 EE 4 4 44 2 9 4 5 7 1 15 214 34 13 6 5 6 3 2 9 44 14 SE 47 FRODUC T REVISED NOTE ON SHT. as emoyingmdth the ». Building Cade 3 4 4 3 n No o SEE NOTE .11 am BY ON SHr 4 3 1,15' MMG 3 1 Di0sim t PANEL iNK 3 r SEE GWNG /. ` p 10 SEE NOTE 5 AHS, 3 ' S OLT ON SK 4 2 SHEET 7 �` " SEE WE 8 SEE ' S 1 r 1 1 ON sHr, 4 / /� `�\� Q ►VOTE 6 ON SL 4 ON SHi 4 OWN SHf 4 H SEE OETAq 5 SEE MAX S ON SHEET 5 « 0.15 ON SHEET 5 39 0,15 SEE GLAZING 3 4 9 DU MA 7 AIlS, TA CR Tf0 HORIZONTAL CR05S \-4/ AT SIDEUTE any mv�,lping with the F1066 SEE NOTE Acx?r>" sae iVa L:ipu�:il: +h dSe 11. SFACM FOR REM #28 iF1E 1 10 x 1" PFH SCREWS ATTACHING 00M ASTRAG41 TO THE INACTIVE DOOR IS 5 19 20 4 310N #3 3 t „' 6eEnxStutCotxroJ AS FOLLOWS: M iH jOP DOWN & x apt�DA� ' UP.• 1.0? 2.5 , 4.0 5.5 , 13.0 , 18.0" & 26.0 2. SPACM� FOR REM 123 THE 18 x 1 112" PLASM IS AS FOLLOWS: SEE G � +n TOPS, HEZOND Y. SMftff 3.0" iN FROM EACH CORNER. 32 38 3 4 DETAaS, SHEEP 7 � � rw x an VEMj,Y. 0 IN SM91t . aM= 3.0 13.0 , 20 30.0' 52.0' do 63,0 '. 3. SPACING FOR Ml 131 THE I x 314' BRAD 1R1M M AM IN THE OUARIER ROUND TO THE SIDE W AND REM 19 RIE 16U X I' BRAD TO ME ATTACHING THE MUM CAP TO THE MI M RAR VERTICALLY, IS AS FOLLOWS • 1.25" IN FROM EACH CORNER 00 . ° , 0 TTIC EXTERIOR (1) NAIL MID -SPAN ROUND CAM: 115" FROM EACH END dt SPX MDRE EOfL4U.Y SPACED ON THE FIELD. ° 4. MO ATTACHMLC THE STRIKE PLATE TO THE JAMB AND M USE REM 125, A 18 x 2 1/2" PFH WOOD SCREW. ' . ; .. �� INTERIOR WHEN ATrApNING THE STRIPE PLATE TO THE JAMB AND SODM JAMB AT THE WWOM USE ITEM 124, A 1 8 x 2' • PFH WOOD SCREW, ' �\ 5. SPACM FOR ITEM 125 THE 1S x 2 112' PFH 11M SCREWS ATTACHING THE JAMS TOGETHER AT THE MX.LKMI, ' a IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EOLKLY SPACED ON THE MA ° SEE NOTE 2 2 6. THE SUM PANEL s SET,'m INFO THE SID 9 JAMB W/ ITEM 129 SUCK CAULK ON THREE SIDES AND • , � ON �' 4 H RI A gROS§ §ECTION _ w 318' MM MMS SECURED WfRN REM 1J1 BRAD TO NAIS x 314' LONG. ° ; \ SEE NOTE 8 o 7. *0 ATTACHING T1# Ifff M ME JAMB AND BUCK USE REM 127, A 110 x 2' PFH SCREW. WHEN ATTACHING a �' , ' �� TM HINGE TO TTIE M AND SI�TlTE JAMB AT THE MULLION USE REM 114, A 110 x 1 314" PFH WOOD SM.. ': ON 5Hi 4 8. SPACING FOR REM 149 THE 16 x 1 112" PMHE40 SCREW (MM LJTEF'Po4ME) IS AS FOLLOWS: SEE DETAIL 5 t 8 -11 -01 ELITE UM?JM✓: FRDM THE TOP GOWN VERTICALLY: 3.25 , 18.0825 , 32.8125 , 47.5625" k 62.625'. • ON SHEET' 5 N. T.S s uTE (i) S E E t COI0CR TOP Ar fffiT�lL �1 ' ONE CREW AT 4.4315' B W. 9. ALTERNATE CDNCREIi/Il1ASONRI' MT ANCHORS OF EOUNALENr PERFORMANCE CHARACTETtLSTICS CAN 4 e Q.25 MAX. (� �' �� OK P. S. SAFFEII USED UPON APPROVAL. OF IME ARCHRECr OR EMMEER OF RECM FOR YHE PROJECT OF INSTALLABON 10. USE REM 151 WHEN 06TAI M IMO WOOD SUBSTRATE AT HEAD & AM is ID 125 WHEN INSTALLING INTO 1.50" MIN, �0 P. Luc 41323 m � a 2104 $6 C25 MULLIONS. USE REM 116 WHEN MNSTALLING #M CONCRETE /MASONRY SLIMM IE AT SIDEL IIE SIM, EMS t Fbft Phew 321-690-• 1746 mn a, . «r pa MA Far. MI-0 -1789 l slw -L w'_$ 74.5 MAX. OA FRAME NTH 70.25" MAX. OA FRAME WIDTH rltoDUCrREVissu SEE W& 2 es camptrine whh ft I od& ON THIS SR. B uilding tm No SEE DEEAII. 4 • BY pratkwt(bnttol ON THIS SHT. 4.5 3 T T 9 M. uivbi� 9 IYP. 8.58. 8 6• Typ 12.5 « np. 1YP flP .{ } 3 TYP. � IYP. L 1 1 1— ON THIS SHT. 7.375 8 TYP. I I I 1 I (! I 7.375" 51 5 lYP IYP, M. 31 5 -' SEE NOTE 5 — 31 +• ON SHEET 4 0 13,85• SEE' DETAIL 6 SEE DETAIL 5 81,25 « + t7N THIS SIM — 81.25" '" ON THIS SHT MAX. MpX; OA ` 1 k i OA, HW r i 1150. 5.50" I ! _ �va 31 « 36.625 36.825" f g 18 � ren�ucr rccvts�u M rm. is uam.;� a ; pith U3e Fkndr 41 3 TIM BY }.� 3' T1P. ' I 12.125' 3' TYP. 3` 1YP I•- f -7' TYP 71 Aza 01 Go f5" MIN ' C -S91K. N SEE It& 3' ON THIS SHE V \ WE DOOR Im VOWED FROM ME 18 5125 5 5 SEE NOTE f0 \ 2 18 t 4 2 SEE NOTE ON SHEET 4 ^- fill — — \ 7 SHEET 4 w / \ 41 / O COUNiERS88f FORA 1A'110N ANCHORS 4 9 -11 -01 1 O ! 41 1 8 I I SEE NOTE p o ,, > N.T.S 1 owa en JWJ -. 4 SHEET 4 S. SWELL 5 52 Fww P. L Na 0323 ort�rM NM ax - B HEAD JAMB QUAIL 3 - B 7HRE5HOlD !� 5-1104 ASTRAGAI STR6fE DATE ASTRAGAL STRNfE MATE HINGES IOJAMB DOOR STRNCE PLA ASJRAOAL STRIKE 0 JAMB ��iroaaby. F 3 2M 321 -0 rape owwwa of A00who Na "m I F 321 -690 -1789 9 HEEf -.s5.. w t i i MODUCT RmsED B caaFi9�withtheFlorida Banding Cak AeaeVtan D��4� t---- 107" ML OA FR4ME' MOTH -- ---- -� 37.75" W. OA � • • FRALIE WITH act O.Ow I Divwm SEE DETAIL 2 " ON SHEET 5 4.5` TYP. 18,41 • M SEE DETAIL 4 13.41" TYP. ON SHEEP 5 Fw-6� IYP T+ YP f L 1.._._ . 6' SEE DETAIN 4 3 id 8 TYP. I I I 1 1 11 1 11 I ., 4375" 8" 1YP. 6" TYP. 7.375` ON 5 gf gf 5 TYR TYP; " 8 5 5 , SEE NOTE 3 SPAS 31 PA SP �� +p , SEE DETAIL 5 ACES' SPAC ON SHEEP 4 •' d 1,3:85 0 11.54 .85 x . 8f.25" ON SIW 5 Bf.25" SEE DETAIL 8 VAX. MAX ON SHEET 5 , e� QA , OA -I--"- " 12 HEWWf 5,50 ") `� .. HOW 550" % � 31 3f 36.825" rm. 36,829" 16 TYP. VMS S 3" TYP. -°� - 1 h� 3" 1"~ 30 Tw. 8.58" � r n iS rRC , T . �. Erg 6. 3 TYP. 1 IYP. TYT'. ^ Ana b:A the Florida A,.co No L GDn naw ' ivs ;N1!uaa xticPt " • • • Dlvietoa SEE MAIL 3 ON SHEET 5 VIE11+E0 F1tDAf NITERIOR 14E1YED FROM NrTERIOR a e t»i>� 9 -i1 -Of AWW 81" Me N.TS / m er: jwj 1(`�d tint sr S. SAFfEIt nw* P. E. ft 41313 PWO NOW . IMS Sh,d S c " 19PL prWl"M• dd IuNaA�tlOn N0. f0 W. 3?1•M 70 Mv onucrxavcsso mmply4 wm 110 Pbt Co da I.Q DW 1 5 3 fZ EXTERIOR PI Divirio0 0.125' Aft Mr. am INTERIOR G LASS 1. 29 2A. 4 50 SEE NOTE ON SHT. 4 EXTERIOR aAZWG. MAIL 1 0,50" MIN. 0,125' TEMP. 0,250" AIR 0011 TEMPERED GM OIASS THK, SPACE a SPARTECH POLYCOM PP5530 C13 0.125" TEMP. � —0.50 28 z .50 am tN1TsRK)R am STEEL SPACER 50 ➢E. oc'' 1 29 50 45 49 SEE NOTE 8 ON SHT. 4 r� EXTERIOR GLAZING DETAO 2 -- 0.125' TEMP. TRIN�Y' FRAME Goss 112" INSMATED TEMPM GLASS 1.0 IAN, LUNY EU -5007 Me THK 10.75 'AIR SPACE 0.125" TEMP. Pr DUCTPEWSEn m aonmAy:ng 'Mal The Fwds 75" x .50" INTERCE INTERIOR PT 0,50" STEEL SPACER Assatmicetvo GLASS BCTE M P. Coettd 50 4 4 SEE NOTE a T3iviaion ® ON SK 4 IQIjlm o� 9 -ii -01 t Mts TRrNUTE FRAME orro. W. M 1" IN UTO mom OLASS CHK. W, S. SAFFELL LOW EU -5007 F,10 6) © FW4o P, E NO. 4123 NO.: 4 16JS M LLC C28 PTC, Uc 'S -2104 n Fox. J21- 0-1789 st[Et of i 1,67" 1.67" 1.67`1;1 }67" 4.5625" rROnucrs�vtsseu —^-� � '°'-- 2.19' cscomptyingwilhtheFtodda T / t tL / T i! 0,75 > ' 1,21 / 1,at" 1,00" '� 1.o % DOOR BOTTOIII K DOOR HINCF s E utrvi� 12 240A (a021') srEa 1 J FNJGER JOMM PONDEROSA I r1 r snlE 11 L 2 J t PINE WOQO 4 44 PONDEROSA PN4E �1.013" � - 0.125' .. 1,645 53 , ,.) � � � -�-- -� . , }�J. l:� !l;14,�nh 1.54" 55: {,` •:jSN 1.54" 1.59' � 0,36" a m" • " a 1,75 �-1 5 I-- -1 r5 0.503, z.52" a,52" 2.62 f l sr�EL 10 �Q Q l/2" lc. 111E am OTTOU K FRAME 4r " POIYPR � MDF x 30' LONG � L50" i 1,25" " .1,11" 0,67° " ��" � � "�"`' �•� 0.46 0.58" I --{ 0,82" v T O 101 1,75 1,74 0,87 f 'I 32 �1R"�4E 2,50 " " " 2.040" o ASTftKiA! NAS TWO 0,3r25" Z14 1.01 A x 9' LONG SOLM, I 0 1 ON .TOP, }'ON SOTfOM LO 1.. a,os7' --�� -- �- ........,- 4.000" -- ---' -� dSl I HfK r 52 Doan tArc S>hNKE a LkTE Qtl! R G LATCH t1F�iD �� UAG�H �1i7 NMIOE 6083 -15 ALUMI (61PMK 0.125" STEEL) STEEL � �Lr 28 PINE (81,25" LONG) 5 4" x 4' x 0087' THR. STEEL. ' y��t�Yaut Y'ICIVi�UC1 11.875, 1.71* : t n qd iu!y wiPt Ypc k torid3 �, , i nt +r �!n 1015.05 • � t ,Y auto; U \��A HARDWARE (W / MIA Q{jTSWiNG STANDARD MQ " EXTRUDED ALUMINUM - BY P NO 4.00" �/, / %/� WITH WOOD INSERT o s s PMMW 6y: S" NiS A %% � f S. S41. rao�0x.x oAawero rro: " Em u 610CK Sara Yxo SUK$ C2a P LLC 5 - 2104 15 FSJGER JOINTED PONDEROSA PINE revc QO a P Fat 32 t i� ... MIAM MLW"ADE COWIT, PUXO AA: �i1r;1f 1 11'1,MO -DADS �$TR$ET'L11dmt SUI r$o BiJII.AINC CODE COMPLIANC1t, omCl a' xxv) 140 WEST Fi,A(A,,1� , SUl'1`6ISO PRODUCT CONTROL I)IMIONi t1dtA", FLORIDA "130-1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE OA 0130 NW 70 Avernus M R04 PL 33166 This NOA is be ino issued under the applicable rules arA regulnd*m gaveming the ust, ofconstniction . materials. The �otl>:>aatation•.gllsmitted has boar reviewtid by Miami Dade, County product, Cord' Division and aooapted by the Board of Roles mad Appeals (BOR A) to be used in Miard Dade Campy jmd other areas whore allawod by dw Aatharlty Havlag Avisdicti u,t Wq This NOA shad not be valid after, ,the cn date atmfed� below. The Miaini.J?adid Control Division (1n Miami Dade Co ' Product the rI to have this �'� and/or the A)EI.T (in area: other tlsan Miami Dade County) roscrve Product or materw tested for qm tity assuMnce pprposes. If this product or mat*rW Mils to perform in the accWted marsnt.r, the n=ml4c6m va •incur the mcpcm of suah`testiq and the AH.I ' ,?tray' immtdiately roimkei "ify,'or suspend, the.use oY such Rrodubt or material vnitiiia f�dr 3urL BORA reserves tlbe right to revoke ; thfs, , if it . is' Harm Dade Cmty P rqiWd ' Coiatrol Divimon that this lsroduo4, or ntate=ial to aleot. regvzramants of 04 ipplicablo hufldini soda, 7 TWs PxWuG is nPP?ovad W,daiaribe MMdbabacm Code, including the mo Velocity Hurrioale Zoao ` DFACRIP77QN: Serim' 2500 Alsmiinam Single Haag Windoyw APPROVAL DOCU UM; Drawing N o.. WOS-37, titled :`,8eaies 25QO Alum. Single Hung'9Vii►dow (L.M.I.)", divots 1 through 5 of 5, dated 07/26200S withxevision C dated 02117/09, i rgwpd by AhFwooq Q*orati* dOW and sealed bit Faro,% P.&, heath* the Miami -Dade County Piodot' u ` ConWl'Ravisibu stamp`with•the Notice of Aaoeptaaao number sad nxpismtion date by ft Pade County Noduc i Omtrdl lmvioini. , NUSSILE IMPACT RAT3TTQ iage swel ams�Jl Miaiik Y�tpact # ' . Y•AB»GlhlGe F,ach unit shall bear a pernoaneat label with the m 1 muAsCtt rdS creme or tbgi%' city, state and. following statamant: " Miami Dada County lPeodudt 000 Appp"W", unless ozhmwise noted h n. , ' R WAL of this NOA shall be coasiderid after' a :ie�►al applioation'I� boon filed and there his been a0 cLauge in the applicable budding coda a tiro perft�rmao oe of tJiis ' TERMINATION of this NOA will occu=a&a date or if there has been a'revIsion or . is the materials,' use and/or mWut wzV of rho psoduot of F00040, gimm of 64 NOA as au 00*m meat of any MX11 ct,' for sales, advertising or any Other • purposes shall automatically tCrminate this NOA. Failure to , ly With of ibis KOYA shall be 04us i for termination and tamwat ofN0�►. AV$RTISIN'li 18e ' NOA aumbar patiCOded by' tire: words Miami ado County,, Flop ,16 sad followed by the eviratioa'do may be `displayed: in ad�rtisiag i sprat m. If any portion of the NOA+is: ' 3a then it ahali + be done in its gatiroty. , � ENSP>BCT1(OI :.A dopy this 0*40'NOA d4 bq FrovkW to the user by the maau8e o*w. or its diiitdbutors and shall be miAblo for inspection at the job site at the request of the Rutlding OP¢o1%L , T1tis NQA r ..N0A #. #7-m9 8Z aod,00nsists cf ttdlt pa s 1' and - avidatce pogo E=lm d!B-2, as dell_ ' m AW0V4i`doctuttarit.me6tionad abOYe, ' The submitted documentation w" oyiawed bg l�. Harris, Fi ' . { NOA lya� ®9.9316.09 ` UpOsttott Date:,, 01, 7010 ', • '. 'Apprdv�tl,Dtoes Jlprlt'79� ' 80/i0 -mod 3't't`dM1i 9LE6- 888 -90Er Z5:60: 600Z/5L/60 �tFAccAxcE: n MoaA►oNm a die drawiups and auctions. = Z. Inswing No W05-37, Sheds 1, through 5 of S. titled "Series 2500 Alum. Single H=g wind wn. pared by - dated 02/Z 7 /E}9 a°9 Condom dated O 26/2003 with `re vW G ' , wad sealed by Xumayvw Fuw% P.E. , �. TESTS 19 Teat repotts one 1) Large Missile Impact Test per FBC, TAS 201 z Losdia8 par FSC, TAB, 203- �°►1 with marked -up, dravc iags *slid ir�alla c i die P' = of 41 stele hung 'k ' , F PM" by onost d= Testing Laboratory, bw. Teat Report -No. Fff..' s sZSO, dated July 30, 2007, awed and aoaledby Carlos S. NO=* P.B. , 2- TOO reports on. 1) Air;lufiltistion` Teat, per P$C, TAB X02-94 3 2) Uniform .StOds Air Pw=u'O T 3) Wator' Resiatanoe cast; par'FBC As:.ao94 F8c TAS t , ' 4) Forced Batty Test, par FBC 3603.2 (b) and TA9 202-94 S Along with make 4-up dmv dnga and ivata,Uation digm of al umimuu single hwS , window; prV=d by Hurrioaao &&Owiing & Testiag b ., Test Ripon No.: HE'1t., 04- 1419A, = dated run. 2o,= 2005, slgued &W salad =by Ivonuo Ohio, (Satb putfal wan yr NOA#OU8 • 3111 Test reports. on: l) Large Mfle amet Te+.p FBC, TAS 201 -9�4 , ` F ?) Cyalio'pVuut Pies = L0WJUS Pac,FBC, TAS .203 - 94 al g with marked-up,,drawinp Md hWaad4n di*= of aiumiatuu sfugle _ t window, PMfti l by livaloane & Tasting Tao., Tait Repast No. ? 04 -14191k dated Jan. 21 2005 ' , ,signed sad waled by Ivawad Cthia, P.E (!. �ub�rt�idtadundtrNOA #09 -081G�Od) C. cAi c znoNs . i 1: Itr4w anebor 040watim and stmatwal analysis, c aplying.w th FBG200T, Prgn'ed Al -Fe" Corporation, dated ]?+o TOW 26 ?AQ9, dW and aoalod by ` tLnchor Cstcttl tiots and st . owal wdys* complying with F>3C 4004 Prog�rod by : I F -FAQ Carparr tttion; dated AuRsist 03, 200?.. Biped . OW waled by HIM z , 3 _ , ; _ ' , � ? CompUe: wlth AS2`M'�1300 -0Z t . , _ : `. 4 , ! • _ Yrodaet � x � 1VOA Nv 16-09 ' � � Bspiragana l�r 'Dlemmbor Y!; 2011 Y 4 � ►' Approrat'DiM A Z9, 2119 _ 80 /Z0 39Vd om"dMV U66- 888 -5eel T5 :69 69OZ/9Z/68, i ' IY;Q'1'YCE OF ACCE� . �� • ; , AMTLLC— I • D. QUALITY ASSURANCE , 1. A64ui Dade Building Code cavliance Once m6co). F- MATBRIAL CERTMCAMN L Notice of AcCUPWOe No, 064216.06 issmd to Solutia him tber their " Saf ex BIG : Clear or bolored' inteaUyve dated'05/04/Z006, oxpiringon 0SM/201 I. ` F. STATEMhI"t'S 1: 8t ant letlor of confa'mancq dated February 26, 2009, steed sud sadlod' by Dr. Humaynuri Farooq, P.E. Z• Lotter. of Compliaao� dated lr*to y U.2 009. Bisect and seated by Dr. Htuaayo . tst ut letter of canforisaAOe by F. tsaa TostIng Laboratlny, I= Test Report No; .XTL -5280, dated MY 31,.204'1, s� aad sealgd by Cs�los S. Rf o�la, P.$. ' 4.` Stat"mt letter•of coaformgace and by Hw `iwuu: g dG = ' Teati�g Yea., Tort R"=No. JM71 04.141 P A nud ElIM44- 1419B,, dated JatwaY 31 2005,,sia�ed aad sealed by Ivloona G. P.&!; L OW fiom A'WP, LLC, dated, 03/10/09, mq wsft 4 revision to update fo' tlie = F$C2007 and 'Wmlmmy name, .Yig W by be, 9?b= Pen, AWP, LLC. ' Go 1 1MElts, 1. Notice o Acatptaneo No: 07- p8Z9.02, to Yale Or" Win f m 90 Dwap h& £Qr their Series "2500 Alwn. 8440 Hung W ! appr6wed on 01 /10!2008 aad expiring on 12/01/ 0 10. ; F r _ t .. , .t. v , } Pr4daettaest>haimioer $atl►imdu Dstm Dwmber Ot,101e 'per °: Ap 2 29, woo - 80/E0 ' 3Wd 0-n CM 9LE6= 888 -58E ; , ; i5` :60 688Z/5L/68 , I .. i THESE 1110M ARE RATED IM LgWE MISME IMPACT. f TTU1iA5 M E NDT M MU R ER, .. SERIffi 2500 AI MMUK SINGLE HUNG WINDOl4� DES" LOAD WJLVOS MIT'TNIM V IO6NS TO BE AS PES CW4W SHOWN ON VIM 2 M440I4t APPLIES TO SINCII UNITS CR SIDE aW SIDE O0MB►W'ICHS OF SM tSJ'I OR SMDLE MM WITH OMER MAW -DADE OOWtTV AM" WWCCWS UW C UV M -WDE COWMT• A mwR KXLCR+E M UEIWME@t. LOWER W" PRESSURE fROM WINDCWS :R NI.LL,ON AApROft MAL WKY VD EMItE SYSIENI.. - THIS PROXXT HAS BEEN O[S4Wo. MID NSFED TO TiOYPIY INN THE RRMLAMMS OF W AtORDII fi LOW COVE 2MACO7 EOIION NiCMIM RWCH VELOCITY IAWUK We }NR}. HP0p0 10 DY CY #RS. HySY BE N4CHORED P%"LY To. TRN#%U .. LOWS 10 THE SfRLCRtRE. ANCHORS StluL BE AS LIM. SPACED n SHOWN CAr )ETAD.S AVtOtONS VAKOM M 615E OWN& %LtL BE KI'OH) WIL ORUSSWC.OR STIOCO. ANCHORWG OR lQ comanomS MOT sHmN M THESE Otrfts ARE A= PARE OF T415 AWRDIAL. . A LOO OWRNION INCIFJ6E 6 OSED M N Rf OF MUM! ITRO'Wt M ONLY. NATT3btS r LOW BW NOT UHT@ TO STEEttdETAL SCBEV6: THAT OW IW9 0DNTAC9 WH OTHER DS9111RAR NATERWLS SILL AED TIIE NEGURE11ENT5 OF 2004AW FLOM SM COITE SECTION 2003.9.4 srSC tWN N16 . (VIII F ACE D n� R� 1 A' o. trKW vow"" ao t /s` o -L OV. (FWD) . II 3I8• MAX NTAD/SML� A T n ii n p n n R 11 H � 9 p 8 � -1 N •1 M H J p H H b ]/t O.L OPD- St` m LD 1 - N Ln N LAmmi'm GUESS ` t LARGE MISSIES ImpAcr, , SAM $ I � 9AIICRAW uq H71 C .. d .iol IiW_ IMbd 9 4 2007 W45-37 - snsat i or S D m m' Ln m m o R i m O m LO. Y VtW. TWm. cn N CoRmE IL CORIIEG5 a WIIiII w o 11 i m (A C # $ 4. t � CD lI. w . n ' A Y • � a n J zr" :E m LD 1 - N Ln N LAmmi'm GUESS ` t LARGE MISSIES ImpAcr, , SAM $ I � 9AIICRAW uq H71 C .. d .iol IiW_ IMbd 9 4 2007 W45-37 - snsat i or S D m m' Ln m m WIIiII m LD 1 - N Ln N LAmmi'm GUESS ` t LARGE MISSIES ImpAcr, , SAM $ I � 9AIICRAW uq H71 C .. d .iol IiW_ IMbd 9 4 2007 W45-37 - snsat i or S D m m' Ln m m CS) LO !J IQUAI 0765 •LSDoR$ O;ISQ9AL LITES (ORJSL TTFIS) 07NDO113 i!7�e Cn DESIGN LOAD CAPICtFT - PIT 1 EESIGN LOAD CIPICITT - PSF 11ND0R D1N9. .I 3LSTL00 'A' ACCHORS 3EEAOo 'B' TJNDOIF 0191. ANCR049 NETEI00 'A' .6.4CIEORS LETRaD'I" E • i• 1 1 C9 Nt0111 1E10H1 E[r.(4} IR7.( -) E[T(t) INE( -1 , WOTH rElgr ExT -(.} Iwr.t -1 [xt.(4) INr {-1 ;� ' p 9 m ra 0 goo 70.0 'NIA 10 _ 19 -1 /0' 700 90 MR BOA 2b -1/2 90.0 70.0 90.0 24 -112' 70.0 80.3 700 90A m 37 26' 7D -0 88.0 ]Yll0 fD.O p" 50 -Slid' $3.I 63 -7 700 � '�� W 42' (3) 70A 90A 70.8 90.0 41' [4} 57.5 576 70O 9a6� 4 CT 48" 700 2564 70A xw 43' 1 51.9 5 9 - m E, 90A 53- I/B 700 7BA 70.0 - 10.0 r I 53 -I(B' • 47.9 47.9 7" 81.9 19 -1/6 70.0 90.0 1 100 F-- - - - - --i 19 -1 /dr 70.0 90.0 700 9Q0 78 -r/T' 70.0 90A 70 0 0 f0.0 d1 -1/2' 70.0 - 82.2 70. 900 ` T7' 38 -2/e" 7tW 800 7Q0 ma p' Sq' 83.9 63.9 70.0 Sao Q < W l2' (1) 740 dl - 70A 900 N' [5} J12.4, 4 30.4 70.Q S00 C dr C9 a m 01 40' 70.0 Tao 70.0 900 4r 52.9 709 eo . 4 3 � -. 1 55 1 /d 87.0 87.0 70A 900 0 iAO 70.0 72.... ( 256 ate= ��1 I OD -. 70.0 9D.0 0 9D.D /9 =l8' 71 - 700 1 50.0 740 90A Yd f K 28 -1/Y' 70.0 51-4 700 90.0 26-12 70.0 90.0 70-0 90A 51 lD 37' 50 61.2 541 700 910 - 725.1 rao 900 `r - ^• W • ?- (s) Sa3 383 70.0 Sao 4 (8) 83.9 53.9 70.0 ail t 425" 57.5 52.5 10.8 60.0 4b' S8.0 SOD 70.0 74A i 4 y_ CD S3 -1fO' 18.1 48.4 30p dSD 70.0 90A 70.0 90.0 - 19 -I /d� 70.0 925.8 L0A 67.0 __ -.. �_. 74-1 /4• 70p 74.2 70.0 9D.0 26-1/7' 70.0 63.1 NLO 9n.0 Yl' C6) 56.5 58.5 740 7.11 ; :a .R' S9' 6" 66.0 mo 04 R0. IN RVID11HESIS LROXAIE DAO. OF v 42' (5) F00 00.2 90.0 850 AICNORS PER JWO. 48r 54.5 343 io.0 050 ,3 57 -1 /8' 503 30.3 90.0 db0 u 7C;; 94 -1 /d' 700 900 , 0.0 940 r I 26-1/2 700 900 VA 940 37' 03 70.0 72.8 .•a0 940 42 - (4) 60A WA two ITS 1 /a" ASR. GLASS 1/8' ANN. CLASS Zr 40' 60A 602 m@ 6sA 5d -1/8 53.3 53.3 140 OSA 090 PELVE51%A I9TERL nA .Edo NB x47FSxAWN 19 -1/8' 700 9" '0. D 91n vBETY -Pwi N 89 G1ASSIAN SAftEt III; BI' `9CWM' 26 -1 /2' 70.0 74,3 b0 940 �' 1 /a • ANN. GLASS 1/25' AM. OIASS r 37 - 71 -t /� !t4 58.4 CO.O &10 - PE7 FLAP - PEE FLAP - n .01ar x :/a" poo x VW !t 42' (a) 53.4 53.4 - E00 OLD ENBIBED 1 EWCIIE0� W SILK?9E �+ IN SBKEtiE 4a' 48.6 48.8 Fno 85.0 gUCCNE Z S1UC09E 53-1/8 45.2 A.2 Kl0 6:8 ` GE 2800 9R CE 20100 g • N0. IN PARERD4E54 INCICATE x01 CF 9 1 9 i z � AWCHC41S F9t JAN9. n n 10 s wobtimpi m i" PaoD4�CTRCU9» 'a � I /4 ON. ANCHORS 1/4' C0. ANOHOfS a d juTdiAd a � . ATT THIS LOCATION AT INS IOFAB 101P111R19 ON '1 I A3b17 Tq 'V,I FOR Lfma HA1F OF A8885 FaR UPPER t.LOKR - _ JIM �J o S•�I [ H OF muss 7 "FOW TAPE \ ! ` F&M TAY-9 P/o1411 _ _ TA�44Tee GIAZI14G OPTIOATS Humw POW • ' 91RDCILRE3 u ,'1A 7E B Itl6: OK ANEFENS yAk. 3598 S AT B45 UOCA,tOR NOTE: , 4i FO► LOWER KW OF JA14B$ GLASS CAPACIRES ON THIS 3HE£T ARE ANCHORS NrrHOD 'a' ANCHORS METHOD 'D RASED ON ASTM {(300 -02,104 (3 SE :. GUST'S) Oror4q Ro. ANO FLORIOA RUIUING COM4ISSIO4 W05 -37 OECIARATORY STATEMENT 00105 -DEC -219 9 4 2M 9h0st Zef 5 I D !7 m CS) m C!;) GD LID fJ r' 01 rd-K& 404 MGRS 11P YA.'C'm WOOD BUCKS ANO !EFTA! STRUCTURE N 3i BY AINp '010W. SEE nn. rcR 9-ACING uEGL MUST SUSTAIN LO" IMPOSED TAY CLAITNG SYSTEM �� , I CD SLR.CLURE a m �•� _rF7 , AND 1WwSFER TH'tM TO THE BUILDING STRUCTURE NDCD BUD( u TIPICAL MEMO* � - -._� d n �; LO . O • r • l , • + / �eE` mris. >T)Y. SFACiKC E 1'PfCAL A(QCFEI�RS: s EE ELEY. FTXt srMCwe } u� 7 CD 3116 QR 114' TAPODNS (SU SNEEF 2 FOR USE OF 1116 TWGZQ lD .511 INTO 2BY TAIOCD BUCKS OR WOCD STRUCRRE "� CJI 1 I, - 1 -3/8' fM. PEHETRiT10N INTO WOCO +O T>1RU )BY BUCKS 8710 CCaC- ca 11.1SCMitr r 4 �. 'J .T OR Ma5 OC 1 -1/4' MN. EMBED INTO CO&C OR MASONRY l . 3 S S CIRECTCY N T'(1 AC. 011ffY tt W 1 - f /4 - AIN. SUBED 11T0 GONG. OR 1JASCtRY a6 (31 mm Avt7t•CRS 4 sus OR S B 1 1 /s' TIY:CNS SEE CLEM TCR SmIc 1 INTO META SiRUCR.F 3+ Go NAM -OACE COLVY AWRO h6 STEEL : 11 f l Y1f- (F], a 36 cs f11NJ q NULLOM a MULLION Ah04I)RS ALUwmuM : 1 /6 T>0:. WN. (4OI3 -E5 YIM1 d Z3e Lo c ; SEE 1:P+RnTE NOL (SIM IN CCI�2�CT Yl7N ALUMONM TO BE 1UTED OR PAINTED) -110 SMS on Sill VfILLING SCREWS a) INTO W461 C OLARY APPROO" k9;UUOVS (NO SNR1 SPACE). N ' 1 7 BDfIC11 LRCM INTO COKME JIM RASONRY = 1 -1 /4' YN. r� INTO WOOD STRUCTURE 3/1 WIN. TMMCAL AmICRS INTO AffTAI STR7 MA- 1/2' uW. OG1 tI 1 � SEE [tEY. POW ~P4 O ` � J SfiALMT€S: ' �' ! 61 ALL JDUFTS ARID FA40E CANNfC - M4S SE/LEO WITH E SCHNEE FOREHEAD SEAM STALER SM555& �+ i w R 1> wA xP CUES: = any 1 W1 3/4' WEEP NOTCN AT EACH ENO r . r 6 4 MPIGRL NFICIIOR4 I I - SEE E&X SFVGIRD lm FkW"UU c �/J s ... •v ar Dom... g • I —' —� F F / if767 7�F ai • CAM. 41 . • 41 � 1 n � � • I . � °Tt dra•riAy aa. x--37 . 116cA1 ANQI6IM µA4 O 4 u1� D T AV. a • • - - shesE �Of s � E[ EIEY. iCR l9AOMC m C!;) m CD M LO N C.TI MR F PAWF i N61QL OpCRVROV MXTERGL NAAY./SfIPQ1168jSIC1(A2IIL5 _1 YF -IR9 I IA41NE IfAO 6063 -T S t- _ - -�_ �•�• LO Z YE -,S 1 FR 9L1 6063 -i! - - --.1: 1� m - - -- 7 o � IML x -,a z FRAIE MR toe s -n - p .. S VE -lsl 1 VEM FOf 9ML 606.1 -T2 - € f I LO 5 TE -4OU / 1EJN7 [iD'7OY -1 IK43 -15 - Y �' Lin U 1' 7 tiE -928 2 6 AS REI* QAM'a 3FM AAIWNUA AOLL FORMED 10 Z/ d.AR LRCCR a TACKLE RRIAIL'E `- - - - -- — V y.fie QQQ I LJ TAICAL ANDS 11 TM-51 t is PAIX OLLS VUOL AC shuE < C , Ul vvm -LLDE CCUY I W 5Y5 12 YR -510 AS RECD ' RUIH VN•L PVG swu - a a C- M 1 A IRMTO NULIDN, SE[ [LE►•. FOR STJtlhy 13 Y21 -SfAf AS REDS FIL[- SCNIGq _187 t'.230 - RN SEAL (DO1:6lE) ; co SIE SEPARATE NW 14 2/ wolf VON toolm 1 - mcwCEMIA AT FI - FFCM EALS n (p n MA VN Z/ NEW CAN LWG ZAMW AE I V OM ENDS 4 a . - 13 JI O 13/ - a MANE ASSEMBLY SCGEYS CRS 1LA2EL PI SNS Y L W M (a N 1' Z ►OED IWl 5PRH7S CRS iA0 PUNfO, fM SYS . 1 FY is % 1 - F/1' •/ VFNi 1JAf A65U SCRiM! pli GD PUTID N1 Sus 12 NRBR3 1 116Af4RCN: gM {.027 % .]IY) S m 1 ID- 3 � � 37 TTAeCk AICOM VN M 0OS "IWO %form - - SEE 0". FUR SPPATC � - SEE S M 2 FUR WKAY V m 94ar 2z J � D I max p 1/. sum - SEE ACNO 51LR1 O SEE TAM FM pPAGY < q ' 1 at. or6. n 7 - S/r QFY - RIAL 2m OLCR s1a3Erdw slaocrumE C - a . I ` pRO01t1.'l=EYHFD t • FiRfdR a EXTERIOR A 3 1 ElPlcc ANVIDRS o' MR SPW-NG SEE m4wr a an Walti VAkC*W ROM SRLpyfas F �. i 339E ELEIP- rGR SAACRO SEE SF ET 2 FOR CAFAC"T p R0. MAR 0 4 2069 37 D Ftwal4o f'nTl - m m (EI N iAM4DAUE COUNTY, FLORIDA BUILDING GOD>t COMPLIANCE OFFICE (lCCO M TR() -DADE PLAGLElt BUMDrNCr PRODUCT CONTROL DIVISION ) 140 WES FLAOLER STREFT, SUITE 1603 ML4MI, FLORIDA 33130-1563 (3 5) 3752901 PAX (305) 372 -6339 NOTICE OF ACCEPTANCE OA www aimidadw av/buildin code AWP, LLC 8130 NW 74 Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations govcrnin the use of construction materials. The documentatiop submitted has been reviewed by Miami -Dade C unty product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used n Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A ij). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami .Dade County) and/or the AI.1;1' (in areas other tham Miami Dade County) Be re e ry the right to have this product or material tested for quality assurance putpos s. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expe a of such testing and the AHd may immediately revoke, modify, or suspend the use of such produi -L ur jug rial within their jurisdiction. BO1Z.A reserves the right to revoke this acceptance, if it is determined by iami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building curie. This product is appiovcd as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRipTion. Series "16!10 Impact Views' Aluminum Horizontal Slidin I Slid' Window -- LAIX APPROVAL DOCUMENT: Drawing No.W03 -104, titled "Series -1600 Imp ict Vicw Alum, Horiz, Sliding WDW. ", sheets I through 5 of 5, prepared by Al Farooq Corp., dated 1 A 8/03 with revision «B„ dated 11/06 /U8, signed and sealed by Humayoun Farooq, P.E., bearing the Mi -Dade County product Control Revision stamp with the Notice of Acceptance number and expiration ckte by the Miami -Dade County Product Control Division. A SSiLE IMPACT RATING: barge and Small Missile impact Resistant LABELING: Each unit shall bear a permanent lahel with the manufacturer's n o or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless erwise noted herein. RENEWAL, of this NOA shall be considered after a renewal application has filed and there has been no change us the applicable building code negatively affecting the performance f this product. TERMINATION' of this NOA will occur alter the expiration date or if there b been a revision or change in the materials, use, and/or manufacture of the product ur process. Misuse of th NOA as an endorsement Of any product, for sales, advertising or any other purposes shall automatically tt rminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and remo fal of NOA. ADVXItt'IMEMENT: The NOA number preceded by the words Miami- ode County, Florida, and followed by the expiration date may be displayed in advertising literature. ff 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 i mufacturer or its distributors and shall be available for inspection at the job site at the request of d a Building Official. This NUA revises and renews NOA # 03- 1203.02 and consists of this page 1 a3o I evidence pages E -1 and E -2, as wall as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, F.E. Miarywo cou NOA No. 07- 1018,05 • ' Expi tion Date: March 04, 2014 Approval Date, February 04, 2009 Page i 80/10 39tid 0_n 9LE6- 888 -90E 80 :01 0102/60/Z0 AWP LLC NOTICE OF ACCEPTAN E: EVIDENCE Sul IMITTED A. DRAWINGS 1. Manufacturer's dte drawings and sections. 2. Drawing No.`4V03 -104, titled "Series -1600 Impact View lum, Horiz. Sliding WI)W." sheets 1 through 5 of 5, prepared by Al Farooq C rp., dated 11/18/03 with revision "B" dated 11/06/08, signed and sealed by Humay un Farooq, P.E. B. TESTS 1. Test reports on. 1) Air Infiltration Test, per FBC, TAS 20 -94 2) Unifbrnn static Air Prussurr Test, Load ng per )~13C, TAS 202 -94 3) Water Resistance Test, per )~ 13C, TAS 0294 4) Large Missile Impact Test per FBC, TA S 20194 5) Cyclic Wind Pressure Loading per FB TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 md TAS 202 -94 along with marked -up drawings and installation diagram o an aluminum horizontal sliding window, prepared by Fenestration Testing Laborat ry, Inc., Test Report No. FTL -3791, dated 07/12/03, signed and sealed by Joseph C ian, P.E. (Submitted under previous NOA##03 -1203 02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Load' ig per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 2 2 -94 4) Large Missile Impact Test per FBC, T 201 -94 5) Cyclic Wind Pressure Loading per FBC TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 d TAS 20294 along with marked -up drawings and installation diagram o an aluminum horizontal sliding window, prepared by Fenestration Testing Laborat , Inc., Test Report No. PTL -3763, dated 05/03/03, signed and sualod by Joseph Cl an, P.E. ( Submitted under previous NOA #03- 12'03.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, coi riplying with FBC -2004 and 2007, prupurod by Al- Farooq Corporation, dated 11103 08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1.106 -02/04 D. QUALITY ASSURANCE 1. Miami bade Building Code Compliance Office (BCCO). ad- a% 42- amuel P E. P.E. Product Contr Ex miner N0A Na, - 01$.05 Exp Lion Date: March 04, 2014 Appri vat Date February 04, 2009 E -1 80 /Z0 39dd 9LEG- 888 -50E 80:02 010Z/60/Z0 A`a'P, LLC NOTICE OF ACCEPTANCE: EVIDENCES MITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia In . for their " Satlex IIIG Clear or colored interlayer" dated May 04, 2006, expirij S on May 21, 2011. 2. Notice of Acceptance No. 03- 1223.04 issued to Surface Specialties, Inc, for their "Uvekol, a Laminate Glass Component", dated 02/05/01, expiring on 02/08/09. F. STATE1NON 1'S 1. Statement letter of conformance, dated November 3, 2008 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated November 3, 2008, signed and sealed by l Farooq, P.E. G. OTHER 1. Noticc of Acccptm - icc No, 031203.02, issued to Yale Ogren Manufacturing Co, Inc. for their Series 1600 Impact View Aluminum Horizontal liding Window, approved on 03/04/04 and expiring on 03/04/09. qN..Zir P Proa or 18.05 Exp ration Date. March 04, 2014 F -z Appr val Date; February 04, 2009 80 /E0 39dd D - n l dmv 9L66- 888 -90E 80 :0Z 0Z0Z /60 /Z0 CS) N) ci) r. Lo foe' N) 'Acmu F&SE kiLNn*s *14"'MOTor f9 W j: AMEO F- e IAAX usm B MIX 12' - 1 z a IS H A I I IE*&jSjLL w 'S t COANIENS CCIVSS 0 1- 91 J 00 CL O :CD E i i W bi of4g --- ------ 01 --- . i 001 i 01) 001 lull w ii cn I 2z 8-!a• ��' 8 . a,4. a F Zve 41 31C DLL om { � _ L �Fl i- 1r f %ow S. L14 . �iL4T " WI aill NEW METH tj SENT VENT vom )(ox 'XG, QX OR XX' rdWL JELEYATONS THESE '91?400WS &RE RATED F(IR LARGE m?sslLz im T=SM UhFrS pAcr. 7 C C § SHUTTERS ARE NOT REQUIRE). 0 a D UJI SER -16010 IMPACI VIEW r ALUMMIf HORIZO&TAL SUDR(G iflNDO C) DESIGN LOAD R47INGS FOR IFESE 'NLIACCVS M HE AS PER 1CHART3!jHCMN SHEET 2. 3/F6 ANhL QM 3JIe A 0055 APPRaWL APPLF-S TO 9V!GtE UNIFS OR SIOE BY SIDE COMBRIATONS OF H." -R. OR H HR. AD OM MER -DAME 0DIRM JKMI DW .103' KRALATER SAFE U4ALfJW VYEKM LU RESN APPRO0rD YANDMri USMG KUM—DACE COIRM APPRMTD W&LIONS �rzir VAWACE SFECKXES IN SEMEN. LOWER DESGN PRESSURE FRCU VANDO[OM OR NULLIOA APPR"t 1 311 S' AIM. CLASS 3116 ANN. WILL APPLY TO EN 5VTIKIA ucT HAS SEVY 11u.3 "WL BULB Vkwn pp THIS PRao CESI)MM AND TEST TO COMPLY WISH THE REGURIDUOS Cf RE FLORIDA DJEAM OOnE M/2007 U'flXN MAUPING SILICU49 A SL=K RIGN %1EIGUrf HLRRQVIE ZME t-*UJL 5 -COW conmw, 1199 OCK CUNLW 11" WOOD BJCXS BY OWNERS, NUS( BE j64CHCRM FIRCPSILY TO -dRAISrER GE 211110 23w SCI-74EE WRIIIAD 5241 SMISE MCRIiHEAD 573F LOAaS _ - 10 THE STRU ANCHORS SFVJLL RE AS USTED, SP.4CEO AS SHGWff CM gErAtS. AWHOAS E'er MIL svIx;rRm rRODEcritilwRIED EMBMWDff 10 RISE WAIM%L SIAIL BE Wa%V WALL. GRCSSING CA SIVOCO. w y Ir A11CHORNG OR COUNG DONDRIONS W. SHOWN IN THES$ DETAILS DambecL.3t ARE N01 PART OF FRIS APPRCIVAL A LOAD IURAYIOM IMCWSE is USED IN DS5GN OF ANCIMRS INTO III= CPXY. CLASS TYPE: '9 CL TYPE V VTF-WI3 64CLUU4G 11JI htfr UbklM- 10 SFERAOAL =M. THAT DOW L4TO ODKTACT'NFH OTHER UtSSIWLAR WATERULS STALL MEET 'VIC REQuIREVENTS fL—AZI.IG 0 OF 2004(21107 FLCRGA SL GL COOE SECKA 2W38-4- - u m C!D co m (S) - N C9 U7 BSIGP LCUp CAPlk71Y - 15? [00. OS OR ]¢ 51'L[S OES16N LOAD C. PAMY - KP (%OX Sf1W BEMCY Lug W. -v.fTY - PSi (XOX SIM) � 1 N tWs nM G:M TYP&4 GLM MEN � I CS) W171Oa11 O11L4. A 1ONCOF aims. A 'A' & 'a' "DOW Dims. & 'B' Mo I WIOM FEGHT M44) LIT 'AIDTH .iOGHT EAL(4) P4G( -) WITH aOGN E1a(fl NrA-1 0 � ^ it CD 3 2a0 umn 74 �. 7 901 1400 74' �. 7 50.0 14a10 gI I 37' 24S 4 30.0 NOIO Mar -1 /i' (� 9 90.1 11Q0 f06 -1/4' (a] 14" 9 9Afl IJ a 3 � w-Ifw t 5 WD 140.0 110' 10 SAO 146( 111' 11 9" 110.0 CD 7 30.0 140.0 74' - T 904 140: 74' j"/b, 7 '210 !4010 S 20 -1,Y' 9 9afl 14mo 1fA 1 /a•' p] 9 90o 040.4 100 -1 /a• (3) S Mo 14d" L : 37' 30 -3/3' 4 FM Iw.a 111' 10 gat 140.0 III' it San 1392 0 4' SS -139' isl g Sao 110..0 - 74 7 we NA0 70.' 7 Sao 14AO 74' 7 >100 140.0 005 --1/4' � ( 10 gar 196.0 106 -7/4' � 9 904 110.0. � I � Q � w 26 - 1/t' 3 1o.0 1400 - 111' '0 904 1242 M ]0 900 lao.6 O a S CD ,TI 50 -5/8' 4 W0. 141!0 74' S.5' 7 goo 115.4 T4' o' 7 90.0 116. Q a L 01 s1 -1,3' t +l s Snn 1.0.0 1 06 -1/ t3} 9 91a 41.0 11b -1/4' (s) 9 SOLO _ 90..7 IL z 3 0 i 00 7 90.0. f11_I 72' 9 n9 140.0 72.' 6 90..0 140.0 V , i `3 00 26 - 1/2• 1 3 30.0 1`04 84' 24' 7 90.0 140. or E (5} 98' 2 3 90.0 140.0 96 {2) 0 900 0404 L0 S3 -I/}' S 9J.0 Ii919 tO6' 1 SOLD 1400 1G6' 9 SAD- 140.0 W 74' 7 Bis 643 72' 1 32a 14(10 cn 72 a so. roan m 24' 2 no 14xO 1 SAO 140.0 60.' 30' 7 9oA - 140..0 i 36' 3 4 1A 5400 g6- (3) d 9o.0 140.9 1 96' ( 8 9a�0 140.4 . -... -_ 4 6' (� 4 910 11}.0 100 9 - - 904 144).0 146' 9 934 140.0 W 5 910 14M 72 1 DOa 1440 72' i Sa0 1 VJn 72' 6 900 14110 60.• 46' g0a 110.0 64' 40' 7 San 2 50.0 _ 1410 g6' (4) ! 10.0 140.0 9!' ( 6 Own 130.1 ]6' �• 3 91.0 14+16 low 9 Sao 1 136.7 rag' 2 000 4 9110 1440 72' 6 90:7 1222 72' 6 'goA 113.8 s x;; t DY 6 900. 140.0 0.4• Mr 7 904 lIJA 84' !b' 7 900 110.3 �� `i 7Y 6 90.0 140.9 66' {5) 5 9410 504-0 Od' t5} d 50.0 - 1025 j $ 24' 2 50.0 1114 148' S 30.0 97.8 106' 9 904 57.1 �j 38' 46' 3 954 140.0 A . NO. OF AICNgRS PEP. HEAD & SU, A - N0. OF WHORS PER WJ& dl SILL I (I. CC3 D 48' (4) 4 SLO 14010 (} . NO. (1F ASCHCRS PEP. JAMB AH3 60' 5 9LO 14OL0 (? = N0. OF 40ILS PER J46 3r. �w' 70.' 6 9CD 140.0 r 24' 2 3441 144:.0 T • an, 3 900 1440 WA) 11/3w} (1JTh'] (1/00 48' ] 4 goo 1256 5 970 10d9 '% �P 4 "R 72' 6 900 903 `r- � 3i '6 A = NO. OF ANCHORS FEIT W - W 8 SILL { I - NO- OF ANCHORS PER JW18 $ r O- EAA9NO VDM TO BE 1/3 OF 1H( P340OW Mill 1 OP- -MTIW VEVS TO A-E 1/4 CF THE'i4OO'M WMH s I f xax' 'Xox' ; R LEFT AND RIGFT VENTS TO EE OF EWL CUSS CLO'40T.45 RA % 1 �a,a 7 Saa I 4�# - st2a Q S 444 r CA's J s3a �3:i'1 n 1 XV 'XG OR 0X' ROTE: GLhSS CAPACITIES ON THIS SHEET AAE lt»ie E0.SE0 ON ASTM E13CC -(Y/04 (3 SEC; GUSTS) iAt S d6m.ing n0. AND FLORIDA BU(BNG COSIUlSSICN W03-Jn DECLAMTORTY SRTEMF -4T DCAOS -DEC -219 d 9hae! rf 5 D 1 C9 LTI CS) 410 - m • N Cal LO TVICEL.S4Mg. METAL EE ELEV. i` 3"Lmm pn WR 5�1{YIR 5 �� CSI ww RUC ; ULXV � !' Ewe -CAGE cnRm A 'n I I Ms I { ad N ML RS . d ' a z } I � jig C Y ' I li 1 S ul r C9 Ie ` —� `i IL 0 aD O�R�� CWTI 7 I iTYP1ClL 0.YCMFS Lx.7114340m`RS TYPIGL AIKHOR'a - I - -t SEs EIEY SEE FLE'd SEE EEAN. ; I 1 FOR SPArM r R S AMIIG RA SP�[Y4C L '�f i f F 00 M I � I I Q W 7 LO WOOD BkXKS AND METAL ML.'CTLTE NOT BY NAP WDM. ! w 1 i I JUJST SU51AN LOADS IJPCSfD BY GLAZING SYSTEM CTI i _ I AND TRANSFER THEM T-1 THE BUILDING STRLCMRE I 1 I M. IT AL ANCH ORS' SEE mm T9R SPAc4YG -- ; 1 1 1Ad OGL ULTUMN BY 'ELW (i —In ;m, r). m :x%) Cy I. I mm 26Y won SUCKS " WCOt7 STRUCTURES '� ' I I 9 1 -218' MIN_ PENFIRAT.ON INTO WOOD � S� THRJ 1BY BUCKS INTO COMG. OR NASONRY o 1 -1/4' Mel. EMBED INTO CONC_ Oa .VASSCURY �� n I I DdRECTLY INTO CONC. OR 16ASONRY L; r� Y R a 1 -1/4' MIN. EMBED INTO CONC. OF MASONRY ' 114 SMSQ @ELF C011140 SCREWS (OMM 2 :RS) ,u3 d M D .. INTC MVAL "UCTURES r' STEAL : 12 GA MIN. (Fy - 35 KSI MW,) ALuimum ; 1jW THK. w4. (6063 -TS MIN) _ r I{ (STEEL IN C%rACT 'A1TH ALUMINUM TO BE PLATED OR RUdED) 0 - I 912 SIMS OR SELF D€ WRG, SCREVJ� $ 1 i tt WFO MA91 -OACE COUkTTY APPRMO "LIONS (MIN_ THK. _ .090- c `'4 _ (NO SHIM SPAY) a rJFm EBCE CISTAM - I KM CONCRETE AND MASENRY = 2 -I 12' MIN. ?NTO WOOD STFLIM3F - 1' M IWO METAL STRUCTURE = 3/4' MIN. r - 0CIC1iELE f'e - 3000 P51 PAN. a M&%NRf Fm . 1500 951 IAN. � s i SEALANTS _� FRAME AND 4ENT CORNETS AHO IN;TALEATION SCREWS Al SILL m ys i i WI SEALEO 'A1TH YHITE/ALIAUINUM COLCRED SEALAYr. T�gr 1r"'.' rRoaL7"YLSED / s RA a 11e Oddt Ta3,w�+betAs9k :' I R I WEEPHIDLES w1 - 1 -5 /8' x 1/4' 'REFPHOLES AT 12' MM EACH END • ° yQ�a i WITH PJUIM °AF.tE t ' drawing no, CE SLEV. A - a < A.- %RS 'N2 = 3/4' R 5/8' 'AEEPME AT EACH 6VD iW03 1 04 A3 = 1 -1/4' K 1/3' WI PHOLES A7 16 -1/2' FROM W. E31D 1> shee! 3 sr D m C9 m C&I GD a w I I P v xg 0 1 I dl � j, i • W 2S H y L/ s t13 4 - I ; i � 4 q I t I A P J N b — c; n r r E � � "" *, j1 II A If I � r it OGNI 11.10 -07 f! r Pr1Y{ �' q a no o deea ",an SERIES 1500 IMPACT YiEW ALUM NORIZ, SIOING WDW •FAROOQ CORPORATION a NO 1/Y RN. PAR bow GOYYDRS gH p � �(� ! GINEERS m PRODUC'! OftdCLOPMEW ,o Y t ..oY. UPwio 0 fool 94 a 10 S.W. b9 A1t! f w. G).i0 &W, 74YK AVC. M4, OLDRIDA S81Y4 O e,__ w.w� MEDLEY. FL. 33166 r .0041964a1wo FAR OWS).202 -du7C l �' u P wr. bN _ TEL (305) 8 -2045 FAX (305) a a3 -)3n9 C ONP�ANL W03 -)04Yo — W 801L0 30dd D 9L£6- 888 -90£ 80 :0T 010Z/60/Z0 I,IT. 3.7b6 y F.a62 �i 'S 1.123 :051 I,Ih6 1-470 1£FTT TCP "$OMN IWL ^ -129T� __NE MEAIE7 Y -7.624 T .fiat r 1-u .MI) STtE FRAME qLL °{yam 334 7afi -f[rf O62 —1.437 —i SILL T.WK Oma r A61 d:40 2 )AEEFING FAIL ° --- 217] f 1.516 1.33] 1 CO2 - 3334 -----� FM IFTG. UL 1 114 — II d S7S [LAZING 9EA3 07 0 N CD o rT81r PSat f WG7r177T OplaT7ElON m r V . , j ]TA]'TI611 71LYP,/G•yp11He / p0PAp6y 7 re - roa j r TiTaE FI;/F} e6�TS - 2 TE -,601 I rUME S&L co 1 7E -1202 I F%QE awe 995.—T - 6,41: -14 . - 4 1E -160 , SL TmWK IRSM ac S r -1606 1/ PERT FOm M < 6 tE -1704 11 NOT 1 /m WEE m P1L �KI-1 _ 7 1E -7004 I A 1ElWr /&B S>� 60"-T3 _ B r -17107 As RE00. G'l1pRG Elm 61.'67 -Ta - 9 7 rc -17a0 ' P, YEhT TE1E AND WFTCU FOWL �06f73 - , r M - 1 say 2! 1LVF '� woucQ .la9EVeL; 11 714-719 b' YEgr 127. UT04 Y.Y,L L S' F NftE1'1 ROY F {NCH ' ! BIO fAC 17 K - a1 = 1/ LATCH VW LATCR 5CREO AT A: f2' FftW 80TM _ 14 YR -632• AS &00. I FUI "MS'R71V.'PY. _ Is 7N -od79 AS raE41 Cdf WL'N51 M4G - SLUfON a s6LLVAY 16 Y -70 A6 FIE= FRME/VW ASSEABLY SCREWS l {iR.FJ1E 77 'FI --7002 2,�AT1r TOP Gum % 1 Air. SIG 19 YF -7F GUEE 2f 0.76E CL Q SIR, -.7a m `H -1801 1 / Cm CELL PC 5 � 21 * -,604 - OPEN iMIFGL �O (1 -IIrx 1/4 x 1 -j/4Z 1 YKE 22" :H -rOCa i yEpF �0 - yA� X I'I 07 a 1 I 1 dr07rirg r,p. W03 -104 D I m CD CD I FRA7NE 1rP COINER 0 N CD o N CD m r V . , j co I a I co Z Q �q I co m a3 co m E I LO a W � 3 I m c �I < OU ^ 1 J Z ra 3nw" :E y� 1j1�lII r r a 1 I 1 dr07rirg r,p. W03 -104 D I m CD CD I FRA7NE 1rP COINER 01/16/2007 04:01 3058889376 ! VALE OGRQN PAGE 01/05 , MIAMI -DA,DE COUNTY, FLORIDA, _ METRO -DADE 1 LAGLER BUILDING BUILDING CODE COMPI,JANCE OFFICE (I1CC0) 140 WEST FLAGLER STREET, SUI'T'E 1603 PRODUCT CONTROL DIVISION 4 I ~- WAML FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANC KNOA) — www.builAWZSodeonline.coxn Yale Ogron Windows and Doors, Inc. .8130 NW 74 Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by M i a rnl -Dade County Proc-act Control D ivision and accepted by the Board of Rules and Appeals (BORA,) to be used in Miami Dade County artd other areas where allowed by die Authority Having Jurisdiction (AHJ). This NOA shalt not be valid after the expiration date: stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /ox the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this pr or, material faits to perform in the accepted manner, the manufacturer will incur the expense of such test ng and the AHJ may immediately revoke, mb&fy, or suspend the use of such product or material within their ju Ysdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product :ontrol Division 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 compl3 with the Flo ' OB including the High Velocity Hurricane Zone. MsCRIPT1ON: Series 1400 Impact -View Alurninurn Casernent API'ROVikL DOCUMENT: Drawing No. W0 . 1 -52, titled "Series- sheets 1 through 5 of 5, prepared by Al - Farooq Corporation, dated 0 and ed and settled by Dr. Humayoun Farootl, P. E., bearing the Miarni -Dad e s amp with the Notice of Acceptance number and expiration date by the Miami -Dade Coo, ity Product Control Division, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Goes LABELING: Each unit shall bear a permanent label, with the manufacturer's t amepr 1pgp, city,'st ft and G•••;• following statement: "Mi.atni -Dade County Product Control Approved ", urdess otherVise noted herAN •o*GG• so • GGGGGG RE NEWAL, of this NOA shall be considered after a renewal application has 1 ee ail and there has been to „y �:. :*see: change in the applicable building code negatively affecting the performance of fit.. 010 • TERMINATION of this NOA will occur after the expiration date or if there I be' revision changeitxW- G .. ..... materials, use, and/or manufacWre of the product or process. Misuse of this N( I brsea}� of any •.. •.. product, for sales, advertising or any other purposes shall automatically tern. in :te ?arluxt tc } comply e • with any section of this NOA shall be cause for termination and removal of N 4 ....:. G foAo ADVERTISEMENT: The NOA number preceded by the words Miami -D the expirations date may be displayed in advertising literature. If any portion s d sp then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be, provided to the user by th : manrtfaeauer or its distributors and shall be available for inspection at the job site at the request of the Buildin ; Official. This NOA renews & revises NOA # OX - 0814.07 and consists of this page 1 ar d evidence pages E -1 and E -2, as well as approval docurnent mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon'; F.E. NOA No 06- 1017.04 / A rproval Date: December 7, 2006 1 �n Page l LCCAWX OF JNCpm CU1'ISi TI ANCIICRS • • • • • • • • • • • � I AT :t6 06T S_FE 104 TtR SPACTIG • • • • • • • • • • • • aT xx 7ALDUtr4 OMY / �,� AVG1CTi5 • • • • • • • • • • I _ f SU ELF4. FOR SPJICLY6 UETAL- • • • • • • • • lay wow m F-H. '_ e'I 1 •��'!/ 1HY 1 i STiLIMRE .e : ax K DST s' .� sluLl L34= 'k D RcTUa[ #! x 1 0 S>fl1S '1 ' f i�1cR ; S mupioN It N"wco AkCHCR3 2 FER Y2f Gf a 1 t i { - t/j 1 WE SEPARATE %nA t �. 1 S 't N Q t 1 .... .. 0 0 m t 8 0 r� .P An- 7 it 17 % 5Ja F.II S 9 O d F • • • f : • • • • • 3 R • • • 0 • • tl C1ITLr11Ji ST�"'� ''1' Tl?rA, A.4 • • _ • • • • • TYi7CA. 4%HCRS j 2 PER F14GE , 2 ° 3��III Sc'E 3£V. FTA 'aP,VG:0 i • • �• • • • 31 3F/. EDR SP?f1YC E j .� A • G.1 • • • • • • • j •• • • • • • ••• •• t9 I 1J1 / 07 W OOD et: N 1 CiCS A:ID ?.f'cT.iL STiUC:4:rZE OT BY YALE OGRGti .-, ti 1 Do V.UST SUSTAIN LOADS 7JPCSFD Sr GLit7JNG SYSTEM � � � 00 w a I AND fPM� LO ...R T1 -i]s1 TO THE BU�s71?:C STR6iCTURE i g � TYPICAL ai`T ORS s� eJ:v xR �t1Nc 1 1 n 3 cn 1 114' TAP00NS 5/13 TJtFCCiNK {CtIH_Y N CLUSTER AT IVPfi6T] j INTO 29Y I1= BUCKS OR WCOG STRUCTURES INTO 28Y w000 6UCKS OR %t1DOD STRLCT RES m I !-3/8' uhv. PEr :Y[O 1Y0o0 1-31W NON. T'E?IERRafiON INTO WOOD = tom.+ THRU lBY BkXKS INTO CCNC. OR MASONRY THRU 18Y BUCKS STO CONC. OR LVOONRY z :t n U ' .t O t 4' MI n. t s � 1 –lj _ �JBED IN117 CCi�+C_ DR 1T►sf.NRY 1 - 1 /a MIN E1JBE0 INTO CONC. OR VASONTf CITiEC[L'! INTO CONC, OR IrASONRY � � � fi � 1 -1/4' AAN_ _MBED R.iG Cr, % OR MASOHRY Zo� 0 314 SIAS CR 3 F DRIL = };i ' -� STE 12 i < I� i - ALU.111i:UlA Tj iFX. U.;1.:oCc'3= : :.16M_'I � � I I> ;STEEL •n CaNTSJ^T YtRN ALJMINUM TC SE PLxTE^ 3R PAIWTED) ! I 4 I I I � .412 SMS OR SELF asrn 1 I1C.: - 'R I 'S� � INTO Dame CDUiJT! ?FFt+0YZ0 MULLIONS (MIN. THK_ 090') ( »O SHILT SPACE) txoallCSa�+sw>nr u ° O 1 v iypr-AL Eau I� OTAW E ' Ie�sSI1�f1U1li9ii� i Z �E INTO CONCRUE AND MASDARY - 1 -3/4' MITI. Aesp1�+ Z - ` INTO ViOCD STRUGTuSE - As 31 J-JWN IWTO METPL STRUCT1 ;RE - 1/2" H.N. w oi L < o u ALL -JOINJTS AND FRXIJE COTIH: _ciTO:JS sEaLED mTH . t J j t SILICONE OR 4CR'YLdC S A.IANT_ 'o _ 99JCI1.Mt^.s � 3 a : - r'1.L PE J ?w CALL a Yt AL_NIKLU SHEAR CUP LOCATM L6 AT / cma LCIIATKIN drGNirg .lm 5 iYPrs1 AKCHCRS mm-fCR CLUSI'm r NOV 0 9 20©6 SM EsFx FER SP..C A- IuPCST W01 -52 • AT KY •NNCtT.YS LN_Y sheet 301 T j 1> O m CD N CD UI FUTMA VW IMFOST u a-n ss, .39 .pro A SHFAR CUP .ALUMINUM (M63 -T5 OR 2003 -.114) v,5 ws /-sr- s,�L Pr, . I i j � 1 ! ilU_ % -IJ2' a �Fi �?D bJf719C SC2EAS B UTT HINGE M r tin 2006 T • • •• • • • • • • FRALIE GnT�cR Wo e I ft il , =M om ftra" N ET mw o m w - snmlmR s RA QU C-CpING $try.. l 9 S CAN. 15 � M m N CD CS) v CD A CD w OD OD 00 t LD i m { r m 0 r� i dreMitg no- WOI—.52 sh••t � of g D m G) w I CS) Ln • CVM= CP &MCOORS • CL1i4'►i R Ol L'ICBOR! i 1 /6' NEAT STDEL%7 MASS Ar 1VPT 1DCiT501M AT MPM 10CAT07R 700' IM' 47 ERTAM4 MM0 t,06 CAPSCRY - P3d EC2 ( r) smi 6 /4' AMMM s/0 -r7Lt CL*? 1 / 4 ' Arc.%Rs l003a c •� � KUS POLYESTER 7tV Owl TYPE C4V0 rms' uTR•c o :A �. TYPdS Sf p T1Tf $/11' AOCRORB T1 own WT 300M 300M Y. p O • 3 701[0• Ifl18; W. T. W. 'C' k '0' 'T' GWI'Trm CTAES '4: - 0', 'C - 0 7Ttt 'Y i -1/ a•]cxr fXT. {i} I!R(-) f]R {�) t6z() sDll y 7if k ExT.(�) I.Yf ( -I E%F (a} ltlf.() EXC(y, MtL(-) ;/� 2 s' 7560 7560 03.0 5100 57• 3q 734 8SD ! 610 610 ' a fJB 1M(- / {3) iS7 T9A 50.0 85.7 ST -1 /b' I 710 ' 7So TSO .750 5aA - 0i0 37' 7510 75.0 6560 8L7 74 T3) 710 7.17 fd0 5SD 75610 T3.9 "a Q 1.8 -If9- 3;0-3/9- 750 730 6,56.0 1610 3T' TaA 7560 aa,7 6110 :SA 7560 x5 -1 12` (J} 750 TAO 917 50.9 53 -1/a' •. 7310 TSQ d10 `SQ Sax dL0 ' Mo 75A SIG d3A (�� 7+' i>,0 6560 T3A no d9L 05;0 18 4' / ,30-3 , 710 7510 ;SA da.• 3T' 7560 7 7563 7560 j 3x7 55`3 f5.0 no 73.7 9510 910 x - +/I • h) 710 7SD ass 6560 3.' -+fd' 890 -a..3 210 - .7SA '65.9 41,3 33 710 730 OLD SAO 74' ) ' 1 T59 7910 iS6 .ii0 710 TSO 5310 daA +8 -1 /k' ( 7569 73:IJ S:IA dSA 37' S52 832 i50 i 650 7Sq 7560 dS6 6a,0 "6 - //2' 7.):7 730 5560 d1A .'S -I/B' 754 710 710 55.3 SAO 710 - 7 - 33 - 7 7310 6560 530 567' 73q 1 730 l a ) 7!q 5910 -5i0 7SA Pla d40 7" 7560 BAs Gas 7f• 32.4, 5210 - - 7a0 7SD - - Ia -ff2• 7f• -6 /L' 7SD 756 "7t ` -1 T57 iS0 6560 910 -, &a 7560 dSA s5B 37• (7) 73a 750 - - _ sa m _ V 6710 97 10 - - IY 730 7100 f0.7 - SSA T Y 2i' Ja,4 J+.J 410 4&4 778 1 716 - ! sds 649 Ib' 710 7560 SSA 3569 76 7SA i 710 55,7 60.0 7SA BSO a3.0 I4' 2 +' 7560 79A SSAa9• 24' 716 7SA 7SA 030 S3A 730 1560 a10 60' �) 750 717 N 7 � 35' Tas 75.0 aso 6310 72' 7560 i10 7510 :3q aSO 3r TSq iSA 7566 6560 W 730 710 730 7560 3560 s10 12' ( 7910 710 ass, OLD 24' 1 6560 j 850 TAO 110 1910 610 1s' 7910 716 6560 410 7SA 7SA 45.0 0560 73.7 750 8560 TAO u' 'd' 7310 710 6100 53.o .sa' I J0" 2d' 7!q 710 7SA 710 6560 45,0 77q 70 9310 SdA `0 ( 750 710 6107 1 Sl.O d0' ( 750 710 S1.D 5!10 A 750 7510 45.0 5510 �8 70.7 MY f6A 1 T2' 747 T 307 :560 5310 754 75A 6103 bip is' si9 38.3 56u d5.] 75' 609 H. ^• din 7.17 70.7 5410 1 850 lY TAD 7310 +lap 6560 24' 950 TSD 7So OAO SID 50.9 s99 _ =310 6101 2 ' 7310 7560 1610 6560 7310 7560 $510 056 557 75.0 750 8560 5710 Jd' 7SA 750 sso 55.0 48 /s 7 3:G ; 7560 310 !SA 73!] 7561 7SD I 73,E 610 =.,710 ( 73r 1 76.0 Sd,J !7.a rte- r/7 + -!,7 ESG 6SA 1560 70.7 55 •. ---- s5e) 7 e.0 7 - SS .. 6560 `0 dd9 '6.4 53.0 - 7510 '6' ' - C53 756.0 ••' - 7-].T 317 li i 7c -0 75.9 83.0 2+' 619 Sig 6:.0 6560 7:.D 714 957 U7 . 6619 dap 53 :J Ib' TAD 7310 7560 6560 3S' 737 7513 56.•7 6610 640 7561 Tao 1560 53r. zC �eti 7567 7560 aS0 0610 107 W 73C 710 560 !013 7310 - 7 " - 7560 6100 1560 3]' (a} 73q 7100 a1D 0 30 !6' (S) 7756 83.7 57.0 830 750 75. 66.•] 1610 a 74T 100.7 - 77' 50.!3 35.5 - 7510 5510 610 ..8' 289 !•.9 - - 76' ' SSa 51.5 - - I Y la' Tao 79:] !a0 856.0 a4' I 75.0 TSo 63.a _ RSA 10.7 73.0 115,9 7SA 6107 da0 x4' 72" 7,10 M-3 75..9 7310 510. 6560 3d' 730 7560 75.0 i3A T50 7510 SSA 610 3i' K6) 7310 MO. 7560 56-0 /8' 72' 70.7 747 .SSA 750 7 -10 7510 !40 !Ik7 =a' 7017 - - - =0' ; O 5656 56 - I - 51.3 613 - 72' all 47 -I 7- - - 57.t tY 75A i - - •°10.3 34.0 1 11' 7So 7310 7310 119 810 24 7510 7310 Mo 5.5.7 7 1.0 7 1.0 75 : 1 6aw3 650 2 +' 7d' 730 750 5630 85,10 aa.0 650 SS• TSD 7" "s %7 8310 7310 73n 65:] 66.7 3� C71 7310 75A - - Ib• 78' {7} .574 ado :SA SSA 9,4 aka 830 5010 ]8' i0• 53.6 5616 910 540 - 7310 750 - - 72• 447 44.0 - - 440 440 f 1 >. Nn rr JvPS 74.0. - pro , - 76' 423 ; 42Z - 48.0 13.0 - _ .mow_ CUSS CAPA MIS Da islS Sr:- ARE BASED 0Y A. AST31 E12OD - 95 (CQ SEC :Yd:O) a: ASTVI E130 (] 59- 1'JUSi9;. . 1 MASS TYPE -3 /7a* 7Nt1 GLASS .120 :YT- 5?1AYER U> ML -L'G. RE-9N 3f 'SUSFACE SPECL417� AM GLASS 3 -SUMME GLOSS TYFB 'F' GLAZING OPTtQNs t!a' MAT STM'D EAAn .05Q T3 UtTE.aIAYE.7 ( �SAfTP7( -Ur-- WaUL7o 1 jB' HEAT SIAEND GLJS9 HEAT S?FY'D ,LASS 120 WMLAYER UVDRIL U0. wmv BY SURPrLE 9PECALRES r1 la HEAT smfj aws 1 F I - SIIJCC6E G .ASS TYPH 'n' �,,.r, r>ti a>•ImaL.�iMdls lrey6�w1'1• - - g °lov t $ 7A[s 11 wo�9 82 I cm t C" N +3 A C9 1-� i W CD U1 00 m OD LO W J O { r m 0 M O Z D 17 m CS) A C9 Ul _ • . uTR•c o :A i • • •'• r'LUS PyLYMQ 1/9 HEAT SREH'0 GLASS •,� p O • 3 $ • ,1 ;� SILYdCHS • • t }-dAC • • • ••; •• • • u Eli • • • • • • • • • , • • • ' a • • + /8' T+E•iT • SCtLY'D O-A55 • • • • - .0:5' LFZrPw •vrdESr jE tit E a p � .DTO' :7ffc1apYER •• l ti *aa." -GIAS' P3flUtRaG1uT'e a I I 3Y'SECUM IHPACr GTASS' i �A77 UBETK+1E ACf1E5NF ! I 119' HEAT -MEMD GL4S3 t•�L( SluochlE . 1 MASS TYPE -3 /7a* 7Nt1 GLASS .120 :YT- 5?1AYER U> ML -L'G. RE-9N 3f 'SUSFACE SPECL417� AM GLASS 3 -SUMME GLOSS TYFB 'F' GLAZING OPTtQNs t!a' MAT STM'D EAAn .05Q T3 UtTE.aIAYE.7 ( �SAfTP7( -Ur-- WaUL7o 1 jB' HEAT SIAEND GLJS9 HEAT S?FY'D ,LASS 120 WMLAYER UVDRIL U0. wmv BY SURPrLE 9PECALRES r1 la HEAT smfj aws 1 F I - SIIJCC6E G .ASS TYPH 'n' �,,.r, r>ti a>•ImaL.�iMdls lrey6�w1'1• - - g °lov t $ 7A[s 11 wo�9 82 I cm t C" N +3 A C9 1-� i W CD U1 00 m OD LO W J O { r m 0 M O Z D 17 m CS) A C9 Ul 11 ti vie CIA ANCHon! A iN CLUSTFi3 S N 4 , /R 7r • • • • • • • • • l2�AT EJIL 0 • . • • • • • iEE O cw ft T 2 •O s 12,114 • • • • • • MR C 3 3' MAX TYR NAIL o %f". TV- • • • • 11 N j4' • • • • VAX 9JaFACE a"Ple - D "" \ FrL� O�IYIS$ �FFH I .4EAD/SILL �HfjID/ryU, 'SV — , :PT%'.#JLL, COf+•1FA5 1 I I C01440S ' i 22 11'a m CO , �- - -a ❑p_c.a I 4c OUR MWAS EPACtUL Mmma LM 39- ,a@D= Y ImES owYPR3. j Ln • _, �_ _7C •3 = =__� ��__ ` CO CU Lo r \ �I •\ t / N'S a !E cn 1 aurr IfIll"S EaRrnfu HYIEORS UFTO 39 -31e KIS-' FECUIRE 2 AN CES Of." I aT 7/9' WX. b� I 37 7/9' VAX. L'AAiCIO+AS LM W HT. l U Ow � ,. .. I GECU1»E 7 14MH OMLY Z o CL 36 3/4 ]RlY f Si 3 /r' L '� Z . - 9� URJE$ —1400 IJTACMEW 28 311-5• WIC ''a' •AbY.. I ALUhiIVEt.1[ CASEMENT iY?NI?OST 3> r c 5tti01 = 9= :' t;ESICN LOX,' .�i'ItTCS FOR :ESE th1NCjA_ TIC aE A_ ?E� � lE.. A'c7AC rHARTS SHOT' OV SHEET 2- APPROVAL APPLIES TO SINGLE CASEMENT NDWS. - _ a �y AL40 CO,}IE3INATIONS Q9 CAS}TT/CASW OR CASUT WTTH OTHER � O }yL4DOW IYFES w MODULES OF TWO OR uOR-E 'Ai c USNG `�' #� haul -VADE COUNTY AFPRcVED MULLaJS IN aErwr N. arm R OES.%N PIZESSURE FROU ATRDGY{S CR MULLION APPRCNAL _ YhILL APPLY 70 ENTIRE S(STE'A. THIS PRDDLIICT PAS aEEH DESIGNED AW TESTED T0 COUPLY .%WH THE DhT:G• S REOLtAEMe CF THE FLORIDA SUILONG COLE 2094 EDJTX44 :NCUJEiNr3 - - HQI YELCCYTY NLR -400 ZONE #Kq). n• ntto. MU51 OF A.'11CHORED PRCPEPIY TO TRARSFER - LOADS TO rHE STRUC7Ut ;E. - a ANaKRS.SHILL BE AS LISTED. S RED AS SHChN ON OETA,T.S. MCiJORS PtE"E ATNCCNS ARE RITE) FCR }Rt;E UISETIE PPACf- 6,11 COL S? -,Jg ta-# $ } o EUEEMMENT TO BkSE WATT714L SPAL BE EEYCND WALL 4{RESSING OR SIUCCO. SH ARE ltd: PMURED. ZA P[ I ISLW # T j ANCHOR{NG OR LOADING CONDITIONS NO. SHDITA IN 7H�SE DETAILS ARE .VDT PRRF OF THIS AFPRWAL A LCAD DUR}lT7CN IN;.��,W IN ALLGWA9lE SfIL-'S5 :S USED L4 :E9Gi OF i � v AtICHORS INTO 'WOOD MLY. NA1r WLS NCLLUlkV 8UT MW 1 14M TO 5TMAET-k SUM rW EEYE IN70 C, W01 -52 CCWACT HT H 01` ER DGSU3AR U43FRKS S'+ALL YELC TFE REDUIRWEHTS OF 2CO4 P-00MA ELCG CODE SECrZ14 20M.6.4. Ah9at 1 of r D !7 M CD LIT CD Ln