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WS-11-1145Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 161315 Permit Number: WS -6 -11 -1145 Scheduled Inspection Date: August 21, 2012 Inspector: Bruhn, Norman Owner: BECHT, CLAUDE Job Address: 1610 NE 105 Street A -12 Miami Shores, FL 33138 -2118 Project: <NONE> Contractor: THE NARSHA GROUP, LLC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122300530120 Phone: (786)222 -1876 Building Department Comments REPLACE WINDOWS AND DOORS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 19 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: City: Folio/Parcel #: FBC 20 1 Permit No. Uv S 6 11114r Master Permit No. BUILDING ROOFING 1610 Ns los sr Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): g Z L Pfv v r Phone #: Address: /fif/(© W /to City: OV1 c S Ito QE State: Pc_ Zip: 33,4 Tenant/LesseeName• Phone #: v032 48 G/O cgr Email: G1 Lae b CAA CONTRACTOR: Company Name: The k 0 1 at 6, roof LLI.) Phone #: ?B6 ZZ 16 Address: 111-00 k£ ` 4 i--11 i--11 Coo r4 �j City: i"i 1 aWiI " State: ft- Zip: 33 13e Qualifier Name: (...013 f a tar Phone #: rig-4 - 2Z1 ° 16'7 State Certification or Registration C6Crl 1 t) -1 b Certificate of Competency #: Contact Phone #: (-7 Bo 222- I$-16 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work:. 1 teit,t.) W Vvdd 0 W S OOM.a Cl o ov S / (Zf Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ i (w' 1° CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ Submittal Fee $ Scanning Fee $ -(>.7 Notary $ Double Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commenc • ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged . efore me this (7 day of 4(162,i/SS, 20 1Z, by (L f U7✓ C4 # i , who is personally known to me or who has produced 174-33 posi As identification a 0,\,1 • 4,0,9 oath. NOTARY PUBLIC: ao�. 690E1t33 .;<P Z. # uoissiw Sign: Print: My Commission Expires: APPROVED BY •.Sal1,d•5 ?. /il, Signature Contractor The foregoing instrument was acknowledged before me this day of 4 t j C J , 20 72 , by S f itf-( f' ( AAWIG who is personally known to me or who has produced---( as identification and who did take an oath. Plans Examiner Structural Review NOTARY PUBLIC: Sign: Zoning Clerk (Revised 5 /2 /2012XRevised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) mum/ ON Ifs tri CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. I must be endorsed. If SUBROGATION IS WAIVED, subject to IMPORTANT: if the certificate holder is an ADDIT{DNAL INSURED, the � icyliesl does confer rights to the the terms and conditions of the policy, certain follicles may require an endorsement A on this certificate holder In lima of such endorsement(s). Cp NT y y Fernandez PRODUCER NAA6E: USA General Insurance/USA Insurance Agency PONE : (305) 3813 -3305 DATEtmtnn 02/03/12 5841 S.W. 137th Ave. Miami, FL 33183 Phone (305) 386-3305 Fax (305) 386 -6778 INSURED The Marsha Group L L C 7500 N.E. 4 Court Miami, FL 33138 0, 140: CUSTOMER ID N: NAIC0 INSURERS) AFFORDING COVERAGE INSURER A : Accident insurance Company INSURER B : INSURER C : INSURER 0 INSURER E INSURER F : MBER; CERTIFICATE NUMBER: ........ ,_ COVERAGES C EXCLUSIONS AND CONDITIONS OF SUCH P , • • 1 Utz ra. . .Ir s =,t3r P s1 _3•: POUCY NUMBER , 1'3 = AGL9007792 0 08104/2011 0 08/0412012 P . E GENERAL A GENT. AGGREGATE LIMIT APPLIES PER: $ $ COMBINED SINGLE LIMB $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ $ PROPERTY DAMAGE (Psraccidetlt) $ ❑ E $ i---1 UMBRELLA UAe ❑OCCUR n EWERS LIAR 0 CLgtMS -MADE A N r A E EACH OCCURRENCE $ $ ,_~_j DEDUCTIBLE $ H $ ATU- ST O $ EL EACH ACCIDENT $ E L DISEASE - EA EMPLOYEE S S EL DISEASE - POLICY UNIT $ $ { DESCRIPTION O DESCRIPTION OF OPERATIONS 1 LOCATIONS! VEHICLES (A1N� ............. , General Contractor CERTIFICATE HOLDER Miami Shores Village Building Dept. 10050 N.E. 2nd Avenue Miami Shores, Fl. 33138 ACORD 25 (2009109) OF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1988- AC{3RD CORPORATION. Ali rights reserved. The ACORD name and logo are registered marks of ACORD JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 09 -15 -2011 * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: BUSINESS NAME THE NARSHA GROUP 848 BRICKELL AVE MIAMI 09115/2011 EXPIRATION DATE: 09/14 /2013 NARANJO LUIS F 273052567 AND ADDRESS: LLC STE 602 FL 33131 -2946 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR * IMPORTANT: Pursuant to Chapter 440 . 051141, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed oo the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be sobject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance 01 a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DMSION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY cE RTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 09/15/2011 EXPIRATION DATE: 09 /14/2013 PERSON: LUIS F NARANJO FEIN 273052567 BUSINESS NAME AND ADDRESS: THE NARSHA GROUP LLC 846 BRICKELL AVE STE 602 MIAMI, FL 33131-2946 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 440.05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be H exempt_ apply only within the scope of the business or trade listed on E the notice of election to be exempt. R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 IAMI DARE 0OUN° TAXOLLSCTOR 149 W PLAGLER ST 1St FLOOR MIAMI, FL 33130 USJNE S TAX,R IP ' 2012. MIAMI DADE COUN fY STATE OF EXPIRES SLPT 30, 2012 MU,SiT SE DISPPLA tisiTT Af E OF BU$I S URSUANT TO COVNTV GODS CHAPTER 8* . ART. 9 & i 0 7500 NE 4 _+ 3138 MIA MI; ' °IRSHA GROUP c TYt» 013L , B, flSIS.ONLY.A*LOC.AL.'_. .. USINESS AXRECEIPT It NOT PERMIT THE OR LA OP VIE .? OR CITIES. NOI: IT '' EXEMPT. THE LDER FROM ANY oTHeR OiYR 8LAW. 11ES IS" A OERhlFICAi ON- OP IE HOLDERS ouaUfFjCA- YMENT RECEWED DAM MCOUNTY T A 10/19 /2011 22&0005001 000049.50 w•... w0snsees w.w� DO NOT FORWARD NARSHA GROUP LLC THE LUIS FELIPE NARANJO MGR 7500 NE 4 CT MIAMI FL 33138 Itth1ttih1 fiat, 111111I1 1111111tltarIIt1Iarti�ttIIIit *t 6It Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I .� , r_ 1 (1 ��INSPECTION'S PHONE NUMBER: (305) 762.4949 I i� Permit No. S B y JUN 2CRID BUILDING PERMIT APPLICATION FBC 20 Permit Typ; : BUILDING ROOFING G Ikcckt. Bz_c)n4 OWNER: Nam (Fee Simple older): Address: 16 t t I.O.i ST Master Permit No. t Phone#(!'%% (07 (7 3535 City: t'1 vtei 1 State: - Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 1 O hit ICU— sue' City: Miami Shores Folio/Parcel #: County: Miami Dade Zip: Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: T tr 1 rit,we ci roor Address: '348 6riclC.4i11 AwMvL- City: t CA vv1t1 State: ,Qualifier Name: Luis fe 11 a- k rum . C is 1`( 0 State Certification or Registration ft,: C r10 Contact Phone#: (.1 B C) 222- 181c Email Address: Phone #: (8) `LZ,Zr•1em.c Zip: 33131 Phone #: l'18) iJ?1 In( Certificate of Competency #: -lire. 61 vNCIIrsteke l roof. we DESIGNER: Architect/Engineer: J U Alf% C Dot i d Value of Work for this Permit: $ 6.00b Square/Linear Fqotage of Work: Phone#: (30r) 223 4343 Type Desc f W on DAlteration DNew VIc ® Ora oor3 77.1 �i p epair/Rejilace ODemolition • ******** *** * * ***** **** ** ***** ** ** * ***** s�x�x**** **** x�xx�**** �x�x�x�x�x�x�x ** **u�+x *�x�x�x *x��x�x�x�x� * ** Submittal Fee $50 rmit Fee $ / " Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF$ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of cowmen be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t e a.e oych posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ILA4-4- 2 .4 _ t • Owner or Agent The foregoing instrument was acknowledged before me this 23 The foregoing instrument was acknowledged before me this a 2 day of JV > 1 , 20 , by �L&O )P , who on NO Sign: Print: day of JUPtE' , 20 0, by .LOt s 14 t•*1P-911.er wn to me or who has produced who ersonflly known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PU t LI : **I ********************* .**** N* ********O********************** 1kd?e[e3� 54_NUk �i,�cti•du�• tz� - �I �H ,kN+ek�kgsNs+k�kH� �k APPROVED BY /p1/-Kg Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk Permit No: 11 -1145 Job Name: August 23, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 2nd 1) The sliding glass door supplied does not meet the design wind Toads. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 11 -1145 Job Name: June 27, 2011 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The windows supplied do not meet the design wind loads. 2) The door product approval was not submitted. 3) Mark the product approvals to show the components to be used at each opening. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Viiiage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: 1'/ -1/9L DATE: 6 °°2 9-1/ r I /70/1-4/-e ie l G a t� t o t- VContractor ❑ Owner ❑ Architect, Picked up 2 sets of plans and (other) Address: /4,/o j /06--&-/ From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Buildin• D • ontinue permitting process. Air Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: ;rte• .:4 lv.PI/h00 JCD, ARCHITECT, INC 1385 CORAL WAY 5U # 407 MIAMI, FL 33145 ti.c 410 A.A. #26001560 TEL. # (305)285 -4343 FAX # (305)285 -4330 WIND LOAD CALCULATIONS Mr. Claude Becht 1610 NE 105th Street Miami Shores, FL SUBJECT TO CCMPUANCE WITH ALL FERAL STATE AND CCUN i'Y RULES AND REGULATIONS PULL ARCHITECTURAL 5ERVICE5 cis RESIDENTIAL cs COMMERCIAL cas CUSTOM DESIGN cs LEED CERTIFICATION JUANCDAVID JCDARCHITECT.COM 12/12/2011 WINDOW- 05 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Description: WINDOWS AND DOORS WIND PRESSURES Anal sls b : JD User input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV) II Exposure (B, C, or D)" C Struc Nat.Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 20.00 ft Ridge Height (RHt) 23.00 ft Mean Roof Height (Ht) 21.50 ft Width Perp. To Wind Dir (B) 50.00 ft Width Paral. To Wind Dir (L) 260.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.43 Flexible Structure No Calculated Parameters Importance Factor 1 1 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 2g = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category 11: Rigid Structures - Complete Analysis Zm Zmin ) 15.00 ft Izm Cc * (33/z) ^0.167 0.2281 0.18 Lzm I *(zm/33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0.9112 Gust2 0.925* 1 +1.7*Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 0.8783 ---- - -� - -- - -- - - -' -Gust Factor Summary - G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fia 6-5 Internal Pressure Coefficients for Buildings. Gcpi ondltion - _ - - - -- 1111111111M.1.1 Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildin . s 0.18 -0.18 [Enclosed Buildin. - 0.18 -0.18 Page 1 of 2 12/12/2011 WINDOW- 05 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients. GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5 - => 5.00 ft a Hipped Roof 7 <Theta < =27 Double Click on an data ent fine to receive a help Screen Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Iblft" 2) Max Min Max Min WINDOW A 3.08 3.16 9.73 5 1.00 - 1.40 50.12 -67.11 WINDOW B 3.08 3.16 9.73 4 1.00 -1.10 50.12 -54.37 WINDOW B 3.08 3.16 9.73 5 1.00 -1.40 50.12 -67.11 WINDOW C 3.08 2.16 6.65 4 1.00 -1.10 50.12 -54.37 DOOR 1 12 7.9 94.80 5 0.83 -1.05 42.79 -52.46 DOOR 2 8 6.67 53.36 4 0.87 - 0.97 44.67 -48.91 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Page 2 of 2 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov/buiidinacode Lawson Industries, Inc. 8501 N.W. 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 (m 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 "SGD- 9200" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. W02 -100, titled Series "SGD -9200 Alum, Sliding Glass Door (LMI) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 10/21/02, with last revision on 07/12/06, prepared by Al Farooq Corporation, dated 01/25/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be.displayed in advertising literature. 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 tothe 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 renews NOA # 06- 0406.07 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D, Gascon, P.E. APPROVED corro NOA No. 08-0204.02 Expiration Date: February 13, 2013 Approval Date: March 14, 2008 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W02 -100, titled Series "SGD -9200 Alum. Sliding Glass Door (LM1) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 10/21/02, with last revision on 07/12/06, prepared by Al- Farooq Corporation, dated 01/25/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3525, dated 08/23/02, signed and sealed by Joseph Chan, P E. (Submitted under NOA# O6- 0406.07) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3572, dated 09/09/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 06- 0406.07) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by prepared by Al Farooq Corporation, dated 07/10/06, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.L DuPont DeNemours & CO., Inc. for "DuPont Sentry Glass Plus" dated January 03, 2008, expiring on January 14, 2012. 2. Notice of Acceptance No. 05- 1208.02 issued to E.L DuPont DeNemours & CO., Inc. for "DuPont Butacite PVB. Interlayer." dated January 05, 2006, expiring on December 11, 2010. Jaime D. Gascoi; P.E. Chief, Product Control Division NOA No. 08-0204.02 Expiration Date: February 13, 2013 Approval Date: March 14, 2008 E -1 BULB VINYL 3/18• HEAT STREET/ GLASS .590 INTERLAYER SENTRY GLASS PLUS 3/18' HEAT STREET/ GLASS SWORE SCHNEE-MOREHEAD 5731 DOW CORNING 899 TRD:CO SPECTRUM 2 GLASS TYPE 'A' BULB VINYL 3/18" HEAT SOREST/ GLASS 090 PAS INTERLAYER DUPONT SUTACITE 3/18' HEAT STREN'D GLASS SCHNEE- MOREHEAD 8731 DOW CORNING 899 TRENCO SPECTRUM 2 141r GLASS TYPE 'B' SGD -9200 ALUMINUM SLIDING GLASS D I OR DESIGN LOAD RATING FOR THESE DOORS TO BE AS PER SHOWN. 198 1/4° MAX 1165 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) INCLUDING SOH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO 1140 STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 85 BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDTIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MAIES4LS MCIIJW0 BUT NOT LIMITED 10 SIEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA 81DG. CODE SECTION 2003.8.4 (SUPPLEMENT 2005). ^O 0008 WIDTH 18 3/4° MAX. TYP. 8' MAX. TYP. DooR Koff FTC ® }^- AT HEAD/SILL HEAD/SILL CORNERS 4� - EXT. ( +) INT. ( -) EXT. ( +) INL ( -) 2/8 3/0 3/8 4/0 4/8 4/11 e _ _ 40.7 ..N.,;,:,,' 7/18° OVERALL LAM. GLASS \\ o 80.0 \\ ,, 40.7 80.0 86.7 60.0 80.0 80.0 407 80.0 86.7 e 44 3/4' MAX. ® 0 60' MAX. Di. GPO. PANEL. VADTH S0° MAX. 1165 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) INCLUDING SOH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO 1140 STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 85 BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDTIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MAIES4LS MCIIJW0 BUT NOT LIMITED 10 SIEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA 81DG. CODE SECTION 2003.8.4 (SUPPLEMENT 2005). ^O PANEL WIDTH I ate. DooR Koff FTC STANDARD SILL 2 -1/4° RISER 3° RISER 4� - EXT. ( +) OX OR XO OXO APPRONFD CONFIGL1 ATTONS TWO TRACK FRAME DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS MAY ALSO 8E APPROVED (EXAMPLE OOXX00). OXXO TYPICAL ELEVATION TESTED UNIT DESIGN LOAD CAPACITY - P80' GLASS TYPES 'A' OR 'B' PANEL WIDTH I ate. DooR Koff FTC STANDARD SILL 2 -1/4° RISER 3° RISER EM. (+) INT. (-) EXT. ( +) INT. ( -) EXT. ( +) INL ( -) 2/8 3/0 3/8 4/0 4/8 4/11 8/8 40.7 60.0 88.7 80.0 80.0 60.0 40.7 80.0 86.7 60.0 80.0 80.0 407 80.0 86.7 80.0 60.0 80.0 40.7 80.0 88.7 80.0 80.0 80.0 40.7 80.0 58.7 60.0 80.0 60.0 40.7 80.0 58.7 80.0 80.0 60.0 2/8 3/0 3/8 4/0 8/0 40.7 80.0 58.7 80.0 80.0 80.0 40.7 80.0 86.7 80.0 80.0 80.0 40.7 60.0 88.7 80.0 80.0 80.0 40.7 60.0 58.7 80.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -98 (60 SEC. WIND) DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUT ItHS. LAMINATED GLASS LARGE MISSILE IMPACT 011. S FAR000 STRUCTURE FLA PE #161557 CAN. sox motto' RENEWED 418 coruplyias with Sue EMMA a1Plc8co PT/ O , ° �� m1[anl7Me TWA 7 JAN $ 6 2OO8 .0 Z 12 8 3; it 1 droving no. W02 -100 (shoat 1 of 5 ) WOOD lay TYPICAL ANCHORS IN MRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAM TYPICAL ANCHORS IN MRS SEE ELEV. 1YPMAL ANCHORS FOR SPACING SEE ELEV. FOR SPACING 2 PER CUP .a92° THK. RISER ADHERED TO SILL WITH SILICONE TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING lYPICAL ANCHORS 2 PER CLIP .11 p J WEEP NO A TCH Ilfl AT EACH DID 1111 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4- DIA TAPCON$ INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY W000 BUCKS INTO MASONRY OR CONC. 1 -1/4° MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO (3 KSI MIN.) CONCRETE OR MASONRY 1 -1/4' MIN. EMBED INTO CONCRETE OR MASONRY 1/4' OR 1 FI X M GRI t INYS MOLINC INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 38 KSI MIN.) ALUMINUM : 1/8° INK. MIN. (8083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) jD SMS INTO APPROVED MUWONS (NO SHIM SPACE) TYPICAL. EDGE DISTANCE INTO (3 KSI MIN.) CONCRETE AND MASONRY 2" MIN. INTO WOOD STRUCTURE .a 1° MIN. INTO METAL STRUCTURE ®3 /4" MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SEALANT. Erb: ER. HUWAYOUN FAROar1 STRUCTURES FLA. PEI 18897 � CAN. 3 JAN 2 5 2008 PRODUCT RENEWED with dm AQd9 Add V 4 i 4 NI I cE dr1 A 5 §8 a 1 m 1 drawing no W02-100 (sheet 2ot 5 ) V Ili-77T { A II. im ,., 4.....:,, 11,j _ ri„,..,_ ,1/4......._ io-i - A 12898 ! PART # QUAN2YTY DESORIP I0N MATERIAL MANP./ 1 1 -9211 1 PRAME HEM 8063 -T6 ALUMAXJWELLB 2 L -9002 1 FRAME SILL - 1 3/4' HI 6083 -76 ALUMAX/WELLS 3 L -9207 1 ASTRAGAL 8111E 8083 -18 - 4 L -9212 2 FIANCE FRAME JAMB 8083 -T5 - 5 1 -9204 1 PANEL TOP RAIL 6063-75 - 6 L -9205 1 PANEL 50 1060 RAIL 8063 -15 - 7 L -9201 1 PANEL LOCK STILE 6083 -T6 - 6 1 -9202 1 PANEL INTERIOR INTERLOCK 8083 -T6 - 9 1-9203 1 PANEL DOE TOR INTERLOCK 6063 -T6 - 10 1 -9201 1 PANE. FIXED STILE 6083 -T8 - 11 1 -9209 AS 8600. ALUMINUM G1AZNG BEAD 6083 -75 - 12 PS -005 AS REM FRAME ASSEMBLY SOWN - #8 X 1/2' P.H. PHILLIPS 13 FS-013 AS REG D. PANE. ASSEMBLY SCREWS - #10 X t' P.H. PHILIPS 14 AR -021 1 CCD ROLLED STEEL BAR - 1/2' X 1 1/2' 15 AR -020 AS RECD. COLD ROLLED STEEL BAR - 1/2' X 1 1/4' 18 1.-6016 1 SELF ADHESIVE PIE PM - 13/16' X 1 1/2' 17 PBS-018 AS 8000. vol BOTTOM RAIL W1S'P - ULTRAFAB #Q887570K 18 ABS -016 AS REQD. PXD. BOTTOM RNL WISP - 1ANY1. MP 11WY -2087 19 PWS -009 AS REO'0. PANEL TOP RAIL WTS'P - .187'4.310' (7830 - 6001 -1) 20 PRE-003 AS REM). FIN SEAL WEATHERSTRIP - .187'0.210' (7820 - 6001 -9) 21 VMS-004 AS REQ'D. BULB WTSP. VINYL 1/4' 0.0. 22 HC -043 2X PANEL PANEL TOP g11DE NYLON - 23 1-6018 7/ FIX. PANEL PIED PANEL JAMB CUP 6083 -T3 - 24 F5 -011 1 X CUP FIXED PANEL CUP SCREW - /10 X 5 /8' P.H. /PHIL. 25 1K: -047 1 MORTISE LOCK HARDWARE - W/ HANDLES k KEEPER 26 HC -048 2 MVO. PANEL TANDEM ROLLER - 2 X EA. MVO. B04 PAIL 27 PS -003 2 ROLLER ATTACHMENT SCREW - /8 X 1/2' FJLJPWL 28 AR -008 2 PXO. PANEL 'C' TRACK CLIP - 8' LONG. EA. PXD. SOT. RAIL 29 P5-042 AS RECD. b' TRACK ATTACHMENT SCREW - #10 X 1' P.H./PHIL 30 AR -009 3 ANGLE CUP ALUMINUM .704' X 1.60' X 125'X3' 31 L -9022 1 ASTRAGAL. REINNER CUP 8083 -45 - JAN 2 5 2008 N 1 1 drawing no. W02 -1004 (sheet 4at 5 ) FRAME HEAD .180 .3111 L___ . .818 GLASS STOP PANEL TOP RAIL FRAME JAMB .580 .875 .125 1.142 ASTRAGAL RETAINER .531 .524 .070 -r1 i.zeo ¢ FIXED PANEL CLIP ASTRAGAL STILE INTERIOR INTERLOCK g o g o v° aPio 1 PANEL BOTTOM CORNER FRAME BOTTOM CORNER Ens., 011. IsUWEVOUN 193800 JAN 2 5 2008 ea PRODDCTRENEWBD cos .lwweFloNda -4.14 No ' "0204 �_,.. ,y!IKTt 13 drawing no. W02 -100 sheet S of 5 MCI COUNTY: �ro- DEC u 4 2.511 J ��e o00 __._aoaoa�o°oee BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Cury --A Tech Corporation 930 West 2e Street Hialeah, FL 33010 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 925 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -104, titled "5-925 Aluminum Single Hung Window", sheets 1 through 4 of 4, dated 12/13107, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., beating the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the M'iam'i -Dade County Product Canirul Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement ".Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at tie request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.huldinecodeonline.com NOA No. 08-0107.03 Expiration Date: February 14, 2013 Approval Date: February 14, 2f Page 1 Cury -A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -104, Sheets 1 through 4 of 4, titled "S -925 Aluminum Single Hung Window", dated 12/13/07, prepared by Al -Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series S -925 aluminum single hung window, prepared by Fenestration Testing Laboratories, Inc., Test Report No. FTL -5412, dated 12/03 /07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 12/12/07, signed and sealed by Humayoun Farooq, 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. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Intterlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated December 12, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated December 12, 2007, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. 1 1'L- 5412, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. G. O'MLR 1. None. E -1 Mann Pere, Product Control Exa NOA No. 08-0107.03 Expiration Date: February 14, 2013 Approval Date: February 14, 2008 53 1/8• a 0 TYPICAL ELEVATION 1 OVER 1 TESTED UNIT SERIES -925 ALUM SINGLE HUNG WIND() DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TW0 OR MORE WINDOWS USING APPROVED MULLIONS. _ALUMINUM FORMED GLAZING BEAD t/8' H.S. GLASS 090' INTERLAYER SAFLEX ILO BY 'SOLUTIA' 1/8' HS. GLASS SIUCONE DOW CORNING 995 GLAZING DETAIL ignaL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL .BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. 0°° 4. I drawing Ito. W07 -10 (sheet 1 of 4 ) WINDOW ✓'TH 48 1 /8' D.L. ORG. (FIXED) © 15' MAX. HEAD/SIU. ■ I = I ii ==4 11 11 �i /- O n II ' II II a ak I P ii u I it II <� /,/ irir I 11 Iii n • a 0 TYPICAL ELEVATION 1 OVER 1 TESTED UNIT SERIES -925 ALUM SINGLE HUNG WIND() DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TW0 OR MORE WINDOWS USING APPROVED MULLIONS. _ALUMINUM FORMED GLAZING BEAD t/8' H.S. GLASS 090' INTERLAYER SAFLEX ILO BY 'SOLUTIA' 1/8' HS. GLASS SIUCONE DOW CORNING 995 GLAZING DETAIL ignaL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL .BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. 0°° 4. I drawing Ito. W07 -10 (sheet 1 of 4 ) EQUAL LCTES WINDOWS DESIGN LOAD CAPACITY - PSF COMPARATIVE ANALYSIS CHART .. WINDOW DIMENSIONS W /S5OR CLIP 91/0 SHEAR CLIP WIDTH HEIGHT FXT. ( +) INT. (-) EXT. (+) 157. (-) 19 -1/8" 70.0 70.0 70.0 70.0 28 --1/2" 70.0 70.0 70.0 70.0 37" 28" 70.0 70.0 70.0 710 42" no 70.0 70.0 70.0 53 -1/8 70.0 70.0 70.0 70.0 19 -1/8" 70.0 70.0 70.0 70.0 28 -1/2" 3/8" 70.0 704 70.0 70.0 37' 70.0 70.0 70.0 70.0 42° 58" 70.0 70.0 70.0 704 53 -1/8 70.0 70.0 70.0 70.0 19 -1/8° 704 70.0 70.0 70.0 28 -1/2° 50 -5/8' 70.0 70.0 70.0 70.0 37' 70.0 70.0 70.0 70.0 42" fir 700 70.0 70.0 70.0 53 -1/8 704 70.0 84.8 64.5 19 -1/8" 70.0 70.0 70.0 70.0 28 -1/2" 74 -1/4" 70.0 70.0 70.0 70.0 37' 88° 70.0 70.0 70.0 70.0 42" 70.0 70.0 89.8 89.8 53-1/8 70.0 70.0 59.3 59.3 19 -1/8° 70.0 70.0 70.0 70.0 26 -1/2° 70.0 70.0 70.0 70.0 37" 70.0 70.0 70.0 70.0 42" 70.0 70.0 87.0 87.0 83-1/8 70.0 70.0 58.8 58.5 19 -1/8° no 70.0 70.0 70.0 28 -1/2" 74-1 70.0 700 70.0 70.0 37" /4, 70.0 70.0 70.0 70.0 42' 70.0 70.0 83.1 83.1 53 -1/8 70.0 70.0 52.5 52.5 x w UNEQUAL LTTES (ORIEL TYPES) WINDOWS DESIGN 1,0AD CAPACITY - PSP COMPARATIVE ANALYSIS CHART WINOf DIMENSIONS W /SHEAR CLIP 5/0 SHEAR CLIP WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. ( +) 15T. (-) 19 -1/8' 70.0 90.0 70.0 70.0 28 -1/2" 70.0 70.0 70.0 70.0 37" -5/8. 70.0 70.0 70.0 70.0 42° 70.0 70.0 70.0 70.0 48" 70.0 70.0 70.0 70.0 53 -1/8 70.0 70.0 69.0 89.0 19 -1/8" 70.0 70.0 70.0 70.0 28 -1/2° 70.0 70.0 70.0 70.0 37' 58" 70.0 70.0 70.0 70.0 42" 70.0 70.0 70.0 70.0 48° 70.0 70.0 70.0 70.0 19 -1/6" 70.0 70.0 70.0 70.0 28 -1/2" 70.0 70.0 70.0 70.0 37' fir 70.0 70.0 70.0 42" 70.0 70.0 70.0 70.0 19 -1/8" 70.0 70.0 70.0 70.0 28 -1/2" 74 -1/4" 70.0 70.0 70.0 70.0 2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) SEALANT: FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, VENT CORNER SEAMS AND FIXED MEETING RAIL AT END SEALED WITH 'SCHNEE MOREHEAD SM 5504' SEALANT. OR EQUIVALENT WOOD BUCKS NOT BY CURV -A -TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCHORS; 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1/4" TAPCONS WITH 1 -3/13" MIN. PENETRATION INTO WOOD THRU 1B? BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY $14 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES (0.090° MIN. THICKNESS) (1/4" MAX. SHIM SPACE) $14 SMS OR SELF DRILLING SCREW INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) MIN. EDGE DISTANCES. MASONRY = 1 1/4° W000 = 1" METAL = 1/2" 1591: 09 XIKXTURES q RA PE 8 /8587 C r .4 Off C7 10 1 drawing no W07 -10 (sheet 2 of 4 YPICAL ANCHORS .14 (STEEL OR ALUM. 1/8' MIN. THICK) II e SEE ELEV, FOR SPACING tEL STRUCTURES a ° n n 1 BY WOOD SICK STEET, ; Fy .. 38 BSI MIN. ALUMINUM : 6O83 -TB MM. h 'AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIMAI, FLORIDA 33174 TEL (365) 264 -810D FAX. (305) 282 -5978 �A SEE ELM. FOR SPACING DADE COUNTY ORS -SEE 1 I MULLION ELEV. SPACING WWI g ,r==te► , . 46.1101111r- '7_1111■V MIAMI-DACE COUNTY APPROVED `�` -" °-"" WIDTH c IWINDOW MULLION SEE SEP & MULLION ANCHORS TE NOA WIDTH WINDOW CURV —A —TECH CORPORATION 930 W. 23rd STREET HIALEAH, FL 33010 TEL(305) 888 -9631 FAX.(305) 888 -9989 m TYPICAL SEE ELEV. p p 0 ©� ,. ® It 1 r �II�. �ria ! tr?= ,i WOOD BUCKS Nor TTY CURV -A -TECH MST SUSTAIN IMPOSED LOADS ANCHORS 1 BY OR 2 By FOR SPACING WOOD BUCK] . 1 /a• SHIM q MAX. , T. I '"J ... /� i SCREENS OPTIONAL _ VENT 0 YRDTH �' itID a °e TYPICAL ANCHORS !>R SPACDdG CHART ;,��.'.,I�/ �J .. r c ar �$, °�.. - ,.�C .o,_ yl�' m i L 9R - EXTERIOR 0 = ^. D.I- DPII. 0iiiii WINDOW WIDTH WIEN CELL F PAD AT EACH VEEP SLQI' 3/181 % 13/4• VEEP SLOTS AT EACH END O O �::�i , EXTERIOR ©...�, 0 .} y I id: I'J �_, i Ems: DR. FAROOO STRUCTURES RA. PE II 18887 1 S 2007 Atorkla d campllAoEWk6M9 '7:1174. ryi:." �•�. %,/ I •I1 � • °q °q " I r drawing no. W07 -104 oa a TYPICAL ANCHORS a , BY OR 2 BY a SEE ELEV. FUR SPACING W000 BUCKi / J 72 .082 1.250 d FRAME HEAD 8083 -T5 8083 -18 1188 # PAE'C i SEED. DESCRIPTION a&MARSB 1 13202 1 FRAME HEAD 8083-78 (ALUM) 2 13203 1 FRAME SILL 8083 -19 (ALUM) 3 13204 2 FRAME JAMB 8083 -T8 (ALUM) 4 13205 1 MEETING RAG. 8083 -T8 (ALUM) 8 13405 1 9596 TOP RAIL 8083 -18 (ALUM) 8 13404 1 SASH BOTTOM RAIL 8083 -T8 (ALUM) 7 - 2/ WINDOW GLASS 8 13208 2 SASH 503E NAB. 8083 -15 (ALUM) 9 - 14 465569LY SCREWS # 8 K 1° P.H. PHILIPS CRS 10 C -3088 4/ VENT FACE 018754 2/905 NYLON 11 761616 2/ VENT SASH LATCH AT 8-1/4° FROM ENDS - 12 3017 -0 AS RECD. FIN SEAL PILE - 13 C -3011 AS RE00. WEATHER STRIP BULB VINYL 14 - 49 5500. SILICONE BACK BEDDING OH 10 95515)141 OR 00151. 15 - 49 RE00. 01.421510 BEAD ROLL FORMED ALUM. 18 - 2 BLOCK & TACKLE BALANCE - 17 - 08 5800. SHEAR CLIP 8083 -18 (ALUM) b- 1.32.4 SASH TOP RAIL 8083 -18 aF .812 SASH BOTTOM RAIL 8083 -T8 FRAM CORNER DETAIL 8083 -16 VENT CORNER DETAIL -2.082 - L 8083 -15 >82 1.014 .812 SASH SIDE RAIL 8053 -15 drawing no. W07 -104 [sheet 4 of 4 I ^�l BUILDING CODE COMPLIANCE OFFICE (BGCO) EC PRODUCT CONTROL DIVISION INS BY: --- - - - - -- ® -- - - -- NOTICE OF ACCEPTANCE (NOA) Cury -A -Tech Corporation 930 West 23rd Street Hialeah, FL 33010 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUrrE 1603. MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 930 Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. W07 -01, titled "Series -930 Aluminum Fixed Window (LML) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 01 -18 -2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Maori -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. Nlisuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA: Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 07- 0201.05 Expiration Date: April 12, 2012 Approval Date: April 12, 2007 .Page l Cury -A -Tech Coruoration NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07 -01, titled "Series -930 Aluminum Fixed Window (LMI.) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 01 -18 -2007, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL- 5073(FTL06162), dated 10/23/06 and FTL- 5074(FTL06163) dated 11/09/06, both signed and sealed by Edmundo Lagaespada, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 01/18/07 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTME- 1300 -02 D. QUALITY ASSURANCE BY: 1. Miami Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc for "Solutia interlayer for laminated Glass ", expiring on 03/04/09. 2. Notice of Acceptance No. 03- 0916.02 issued to Glasslam NGI, dba Nebula Glass for "Safety Plus II", expiring on.08 -07 -2008. 3. Notice of Acceptance No.06- 1205.10 issued to E.T. DuPont DeNemours for "Sentry Glass® plus ", expiring on.01 -14 -2008. F. STATEMENTS 1. Statement letter of conformance and "No financial interest ", dated 09 /18/03, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance statements, part of respective test reports. G. OTHER 1. Test proposal dated Feb 08, 2006 approved by BCCO. E -1 Ishaq L Chanda, P.E. Product Control Examiner NOA No 07 -0201.05 Expiration Date: April 12, 2012 Approval Date: April 12, 2007 WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES FALSE MUNTINS (SURFACE APPLIED) MAY BE USED SERIES 930 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT HAS BEEN DESIGNED AND ItbItJ TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHAD. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL SE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO SIEEL/METiV. SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. WINDOW WIDTH II II i1 t 12° MAX. SHORTER SIDES IXEICALILLYAILMI a 4 1/2° MAX. CoRNERS D.LO. HEIGHT = FRAME HEIGHT — 4.125° D.LO. WIDTH - FRAME WIDTH — 4.125° THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUT Iba, ARE NOT REQUIRED. STRUCTURES Engr: I L RA. PE t/N r FA 4 82107 u F YrEA cn 1 drawing no. W07 -01 sheet 1 of 5 :u; n• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF w WINDOW D1ME. 'A', e' OR 'C' TTPE '1)' WINDOW DIMS. 'A', '8' OR 'C' 1 P8 ail 1 ' yh 4f g !i,Fy64 �fill { YJ ° e LD11 g I ISSS 1 WIDTH LENGTH EXT. CO DM ( -) EXT. ( +) INT. ( -) WIDTH LENGTH EXT, ( +) INT. (-) EXT. ( +) INT. ( -) 18° 24' 30' 38° 4Y 48' 84" 80° 80.0 80.0 70.0 70.0 18' 24' 30" 38° 42° 48° 90. 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80 .0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 70.0 70,0 80.0 80.0 - - 80.0 80.0 704 70.0 18' 24" 30° 38° 42' 98' 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 __ _ . L 18• 24° 30' 42' 42" 48' 34° 80' �° 80.0 80.0 70.0 70.0 80.0 80.0 70A 70.0 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 70.0 70.0 80.0 80.0. - - 80.0 80.0 70,0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 '70.0 71.1 71.1 - - - WIDTH AND LENGTH OMENSIONS CAN BE ORIENTED A71�1adetal walk! VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. /' 6 CURV—A—TECH CORPORATION 930 W. 23rd STREET HIALEAH, FL 33010 TEL (305) 888 -8831 FAX (305) 888 -8869 71.1 71.1 - - 18' 24' 30' 36' 42° 48' 34' 80' 88' 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 0M1�s . Br 1'#a ra7 1.14004441* 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 Q.I.E. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). 3/18° HEAT S1REN'D GLASS 3/18° HEAT STREW° GLASS 3/18° HEAT STREW() GLASS 3/16° ANN. GLASS .090' INTERLAYER 100° INTERLAYER .090° INTERLAYER .100' INTERLAYER ALEX XGFPPu4FE MAXIMUM BY SOLUTUI SAFETY PLUS p BY GLASSLAM SENTRYGLAS PLUS BY DUPONT SAFETY PLUS 0 8Y OASSLAIi 71.1 71.1 - - 84.0 84.0 - - 18" 24' 30- 38° 42' 48' 54" 80' 88• 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 - - 71.1 71.1 - - [l1III JL]IIlI Cd■■l■l 84.0 84.0 - - 18" 24' 30° 38° 4Y 48' 54' 80.0 80.0 704 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 t » 3/18' HEAT STREN'O GLASS SIUC ONE DOW CORNING 988 3/16" HEAT SIREN'D GLASS • SILICONE 0021 CORNING 995 3/18' HEAT SITNEN'D CLASS SLCONE DOW CORNING 995 3/18' ANN. GLASS SILICONE DOW CORNING 993 80.0 80.0 70.0 70.0 80.0 80.0 - - 80 0 80.0 - - 1 �N m IF a 1 I ui I. I r 71.1 71.1 - - 84.0 84.0 - - ran r n 1111 1 r . I 18" 18" 24° 36° 38° 42' 48' 54' 78' 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 • � 80.0 804 70A 70A r � 80.0 80.0 70.0 70.0 800 00.0 - - GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' 80.0 80.0 - - ., 7. :- > 8 g 71.1 71.1 - - 18° 24' 30° 42" 42' or Be 80.0 80.0 70.0 70.0 GLAZING OPTIONS Erik 09. E FARdCW FLA. PE 18897 cAE /4/7-.-----.2D0.1 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 .O - - 80.0 IMO - - ($,r drawing n0. W07 -01 80.0 804 - - (sheet 20 5 Ir g TYPICAL ANCHORS SEE E e/. FOR SPACING 1 MIAMI -DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVS. FOR SPACING SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CURV -A -TECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; sEE ta. FOR SPACING 1 /4• TAPCONS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CON;: OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1.1.4.-SIMALSELLIZELLISL223121 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy ® 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) /12.26CLAELSELLDBILLINCLICEIDIS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) AtalgI FBcE DIMME INTO CONCRETE AND MASONRY a 1 -1/4" MIN. INTO WOOD STRUCTURE ® 3/4" MIN. INTO METAL STRUCTURE m 1/2" MIN. SEALANTS; FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH SIUCONE SEALANT. 8 1 oz 8 drawing no. W07 -01 (sheet 3of g ) D.L. OPG. EXTERIOR WINDOW WIDTH End OR. NUWYOUN WICOO SIAUQU RA. PE 1 1 •JAN 1 R 2t1U7 z �- o F g Mal Y drawing no. W07 -01 (e►_ lot _)) ITEM NO. PAST NUMBER QUANTITY DESCRIPTION MATERXM. MANF. /SUPLtER /REMARKS 1 CU7OI 4 WINDDW FRAME 9083 -T5 - 2 S -03089 4 GLAZING STOP 6083 -T5 3 - AS READ. SHEAR CUPS, 2' LONG 9063 -T5 AT ANCHOR LOCATIONS 4 DC 995 AS READ. GLAZING COMPOUND SILICONE - 9 - AS READ. SETTING BLOCK - - qa� pb�i DEC 14 Lu L) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)375 -2901 FAX (305) 372 -6339 www.maimidade.aov/buildingcode 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: Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -36, titled "Alum. Outswing Casement Window sheets 1 through 6 of 6, dated 05/28 /03 with revision B 06/20/07, prepared by Al- Farooq, Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there -has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03-0612.04 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submittad documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 Page 1 Florida Window Systems, Corn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -36, Sheets 1 through 6 of 6, titled "Alum. Outswing Casement Window (L.M.I.) ", dated 05/28/03 with revision B dated 06/20/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked. up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-0612.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared, by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1235 dated 7/3/02, signed and sealed b Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) E -1 Manuel P P.E. Product Control . miner NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 Florida Window Systems. Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated 6/18/07, signed and sealed by Humayoun Farooq, 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- 0916.02 issued to Nebula Glass International, Inc. for their "Glasslam Safety- Plus - Laminated Glass" dated 10123/Q3, expiring on 09/09/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0612.04, issued to Florida Window Systems for their Aluminum Casement Window, approved on 09/18/03 and expiring on 09/18/08. Mann Pere Product Control Exa NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 E -2 SILICONE DOW CORNING 995 OE 4000 1/8' ANN. GLASS .060' INTERLAYER OLASSIAM SAFETY -PLUS .010" PET FILM .o0" INIERIAYER GLASSIAM SAFETY -PUJS 1/8" ANN. GLASS SILICONE DOW CORNING 995 GE 4000 GLASS TYPE 'Al' 1 ANCHOR RECD. AT EACH SIDE OF IMPOST SURFACE APPUED FALSE MUNTINS OPTIONAL 13 1/2' MAX. HEAD /SILL 6" 74° WINDOW WIDTH DUAL VENT WOW, SILICONE DOW CORNING 995 GE 4000 1/8' HEAT STREN'D. GLASS .060" INTERIAYER GUINEAN SAFETY -PLUS 010' PET FILM 080' INTERIAYER GLASSIAM SAFETY -PLLS 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 995 GE 4000 GLASS TYPE "A2' GLAZING OPTIONS GLASS TYPE 'B1' 5' MAX. HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR IARGE MLCRII F IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE VENT OR DUAL PENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASNT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL MU. APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUNS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT UNTIED TO STIQB/MEfl' . 500995, THAT COME PITO CONTACT WITH OTHER DISSIMILAR MATERIALS 491911 MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. Eigr: 00. HLYN1'OIW F71N000 SIRUCIUR��ES Fl CAIN. 3',139 8 k 1 drawing no. W03 -36 sheet 1 o 6 ) II ti / II // II I / 1a- / \ ,( __= II \ \ .A \ I . 74° WINDOW WIDTH DUAL VENT WOW, SILICONE DOW CORNING 995 GE 4000 1/8' HEAT STREN'D. GLASS .060" INTERIAYER GUINEAN SAFETY -PLUS 010' PET FILM 080' INTERIAYER GLASSIAM SAFETY -PLLS 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 995 GE 4000 GLASS TYPE "A2' GLAZING OPTIONS GLASS TYPE 'B1' 5' MAX. HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR IARGE MLCRII F IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE VENT OR DUAL PENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASNT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL MU. APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUNS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT UNTIED TO STIQB/MEfl' . 500995, THAT COME PITO CONTACT WITH OTHER DISSIMILAR MATERIALS 491911 MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. Eigr: 00. HLYN1'OIW F71N000 SIRUCIUR��ES Fl CAIN. 3',139 8 k 1 drawing no. W03 -36 sheet 1 o 6 ) () s N0. OF ANCHORS PER JAMB NOTE: GLOSS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 DESIGN LOAD CAPACITY - P8F FOR ( 82 ) 8T2ES DESIGN LOAD CAPACITY -PSF FOR ( 2 ).812E8 WINDOW DIRE. OLA88 TYPES 'AI'. do 'A2' Cu88 TYPE '81' WIQIH 031217 EXT. (+3 INT. ( -) EXT. ( +) 1NT. ( -) 19 -1/5* 1NT. (-) 55.0 55.0 75.0 80.0 28 -1/2° 28' 85.0 55.0 75.0 80.0 37' (3) 850 85.0 78.0 80.0 19 -1/8' 85.0 55.0 58.0 75.0 80.0 28 -1/2' 38 -3/8" 55.0 55.0 750 80.0 37' (4) 55.0 55.0 780 80.0 18 -1/8' 80.0 580 55.0 75.0 80.0 28 -1/2' 50 -5 /8' 85.0 55.0 75.0 80.0 37' (a) 55.0 555.0 75.0 80.0 19-1 /8' 80.0 48.8 45.5 75.0 80.0 28 -1/2" 83' 34.0 34.0 75.0 80.0 37' (5) - - 75.0 800 19 -1/8' 74 -1/4' 27.5 27.5 75.0 80.0 28 -1/2' (6) - - 88.8 all 18' 55.0 55.0 55.0 75.0 80.0 24' 24' 55.0 55.0 75.0 80.0 30' (3) 55.0 55.0 75.0 80.0 38' - 80.0 55.0 75.0 80.0 18' 74-1/4 (e) 55.0 55.0 780 840 75.0 38' 55.0 55.0 75.0 80.0 55.0 55.0 750 80.0 30" (3) 38' 857 55.0 880 75.0 80.0 18" 80.0 850 55.0 750 50.0 24' 80' 850 55.0 75.0 80.0 30' (4) 55.0 55.0 75.0 80.0 35' 80.0 850 55.0 75.0 80.0 18' 80.0 55.0 55.0 75.0 80.0 24' 80. 43.2 43.2 75.0 80.0 30' (5) 35.8 35.8 75.0 80.0 38" 580 - - 750 80.0 18' 85.0 32.0 32.0 75.0 80.0 24' 7(82)' 24.8 24.5 780 80.0 30' 45' (4) - - 880 880 () s N0. OF ANCHORS PER JAMB NOTE: GLOSS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 DESIGN LOAD CAPACITY - P8F FOR ( 82 ) 8T2ES TUDOR MS. DNREINFORCED CBNTSR POST REINFORCED CENTER POST OLAs TYPES '41' 8e '85' 01488 TYPE '131' 0148D TYPE 'DI' WIDTH HEIONT EM. ( +) INT. (-) EST. ( +) 1NT. (-) EXf. ( +) 174t ( -) 28 -1/2' 37' 53 -1/8' 74" 28' (3) 55.0 55.0 78.0 80.0 75.0 80.0 55.0 55.0 75.0 50.0 75.0 80.0 55.0 85.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 28 -1/2" 37' 53 -1/5' 74' 35-3/5* (4) 55.0 550 75.0 80.0 75.0 80.0 55.0 55.0 78.0 80.0 75.0 80.0 55.0 55.0 75.0 800 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 28 -1/2' 37" 53 -1/8" 74' 50 -5/8' (5) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 85.0 78.0 850 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 85..7 85.7 730 80.0 28 -1/2' 37' 53-1/8' 74" 83' (5) 55.0 55.0 75.0 800 75.00 80.0 470 47.0 75.0 80.0 75.0 80.0 34.0 34.0 88.4 88.4 75.0 80.0 - - 52.8 32.8 75.0 80.0 25 -1/2° 3r 53 -1/8' 74-1/4 (e) 39.2 392 73.0 790 75.0 80.0 28.4 28.4 57.2 57.2 750 80.0 - - 40.9 40.9 88.7 857 25* 35" or 80' no 24" 80.0 55.0 75.0 80.0 78.0 80.0 550 55.0 75.0 80.0 75.0 80.0 550 55.0 75.0 80.0 75.0 80.0 55.0 55.0 750 80.0 75.0 80.0 85.0 55.0 750 80.0 75.0 80.0 24' 38' 48" 80' 72' ES' (3) 55.0 55.0 75.0 80.0 750 80.0 950 85.0 73.0 80.0 75.0 DLO 55.0 580 75.0 80.0 75.0 80.0 53.0 85.0 78.0 80.0 75.0 80.0 55.0 85.0 750 80.0 75.0 800 24' 38' 48' 60* 72' 45' (4) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 78.0 80.0 75.0 80.0 55.0 55.0 750 80.0 75.0 80.0 55.0 55.0 730 80.0 73.0 80.0 85.0 550 712 71.2 75.0 80.0 24' 38" 48" 80' 72' Tar CO 55.0 550 75.0 80.0 75.0 80.0 55.0 55.0 78.0 80.0 75.0 80.0 43.2 43.2 75.0 80.0 75.0 80.0 359 35.9 58.4 88.4 750 80.0 - - 57.0 87.0 75.0 80.0 24' 38' 48' 80' 72" (8) 47.4 47.4 75.0 80.0 75.0 80.0 32.0 32.0 844 84.5 75.0 80.0 24.5 24.5 49.3 49.3 75.0 80.0 - - 40.5 40.8 880 88.0 ( ) • N0. OF ANCHORS PER JAMB 05 1 110 k 1 4i drawing no. W03 -36 (sheet 2 of 6 ) ANCHORS SEE ELEV. OR SPACING IBY Q D BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. WAN-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TWICAL SEE E ANCHORS_ WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WOW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 3/18' TEKS OR SELF DRILLINO SCREW5 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,10 SMS OR SELF DRLL610 SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. _ .0901 (NO SHIM SPACE) TYPICAL EDGE DISTANGE INTO CONCRETE AND MASONRY = 1 -1/4° MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: ALL FRAME AND VENT CORNERS MID INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. z g S ZI- O • 1 4 drawing no. W03 -36 [sheet 3of 6 ) 3/18' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACNO 1 /2' x 8/8' x 2° LONG ALUM BARS. 2/ VENT AT 8° FROM TOP & BOTTOM FASTENED W/ (2) #a x 1° FH SMS 1/4' MAX. IBY 'WOOD BUCKS MIAMI -LADE COUNT! APPRO MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH METAL_ STRUCTURE SINGLE VENT WINDOWS 1/4' SHIM 1 /2• x 8/8' x 2° LONG ALUM BARB. 2/ VENT AT 8' FROM TOP & BOTTOM FASTENED W/ (2) j8 X 1° FN SMS STEEL REINFORCING SEE SHEET 2 FOR CAPACRIES (STEEL 113 8E PAINTED WTH A NEW ROGER Mtt ILVOUS PARR OP BE CUU.YAN®) 1/4' MAX. .. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR VENDOR WIDTH DUAL VENT WINDOWS Fipix DR. STRUCTURES PROM FLA PE ‘1311557 PZIOD71(T BEV➢Ey:;'1M m wmpk'aLT>+x'i+8a <` 1 drawing RO. W03 -36 (sheet 4 of 6 ) FRAME VENT IMPOST .4130 .750 .030 .743 GLAZING BEAD REINFORCING CHANNEL 38 K51 STEEL 11702 PANT j QUANTITY O89CRIPTION MATIRIAL MANF. /9UPPLIKR/BNMAR88 1 F123--009 4 FRAME Boss-Td - 2 PAS -011 4 VENT 8083 -78 - 9 FWS -010 1 CENTER POST 8083 -78 - 4 FWO -008 AS READ. GLAZING BEAD 8083 -78 - 8 - AS REQO. FRAME AS8EASL.Y SCREWS ST. STEEL /10 X 3/4' PH SMS 8 - AS READ. VENT ASSEMBLY =OS sr. STEEL #10 X 1 -1/2' PH SMS 7 8102 AS MOD. FROM WEATHERSTRIPPING (.078 X .300) VINYL. ULTRAFA8 a E208 AS RECD. VENT WEATHERSTRIPPING (.187 X .320) VINYL ULTRAFAN 9 34.1240.100 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM SIEEI. TRUTH, ATTACHED W/ (8) #8 X 3/V 8S SIS 10 30088 2/ VENT LEVER TYPE FACE MOUNT LOCK STEEL TRUTH. AT 1r FROM TOP AND BOTTp1 11 21087 2/ VENT LOCK KEEPERS. AT FRAME JAMB FACING LOCK STEEL ATTACHED W/ (2) /10 X 3/8' 89 81S 12 401X18 1 ROTC OPERATOR STEEL 1RIMI. ATTACHED W/ (4) #8 X 3/8' SS SMS 13 - - 487 THICK CORNER KEY ST. STEEL. 1 -1/2' X 1 -1/2' X 1/2' 14 - 2/ LOCK LOCK 1NSTALATION SCREWS - #12 X 1/2' PH SMS 18 - AS RED. CENTER POST REINFORCING STEEL - Jew l 1 1 1 (aheet of )