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WS-17-113 Permit No. WS-1-17-113 Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NW rk Classification:Window/Door Replacem I'to N Miami Shores Village Miami Shores,FL 33138-0000 Per Permit,Status:APPROVED Phone: (305)795-2204 on issue Date:111712017 Expiration: 07/16/2017 Project Address Parcel Number Applicant 101 NW 100 Street 1131010220300 Miami Shores, FL 33150- Block: Lot: NOMADE REALTY LLC Owner Information Address Phone Cell NOMADE REALTY LLC 230 NE 107 Street MIAMI SHORES FL 33161- (786)458-7799 Contractor(s) Phone Cell Phone Valuation: $ 9,500.00 HERDIZ CONSTRUCTION INC (305)479-4783 _ Total Sq Feet: 0 Type of Work: 16 WINDOWS AND 3 DOOR REPLACEMENT Available Inspections: No of Openings: 19 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 Invoice# WS-1-17-62625 DBPR Fee $4.35 01/17/2017 Credit Card $279.70 $50.00 DCA Fee $4.35 Education Surcharge $2.00 01/17/2017 Credit Card $50.00 $0.00 Permit Fee $290.00 Scanning Fee $15.00 Technology Fee $8.00 Total: $329.70 r 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 thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF VI I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an in Futher rerize the above-named contractor to do the work stated. January 17, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 17, 2017 1 Miami Shorea s Villa g JAN 17 2'01@ Building Department BY.- 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201y,SAA BUILDING Master Permit No. ` I IS PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: (O LI W 10 0 5t 60I City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction "-�•�u-�1 `�e. Zone: BFE^^: (� FfE: OWNER:Name � 5(' (Fee Simple Titleholder): 44A'SS .L zl lnu, �� 4 Phone#:�/'6A S) i Address: I o 1 ucy ) City: �'Ll C,n��^ SL,:)Vzri State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ��`�� ons rvc, �n� _-Z`Q . Phone#u-' t Address: 1341-4 s'w (PZ Sf , Fro/ f City: /4i2r-1?i State: Zip: Qualifier Name: A9e4Phone#: State Certification or Registration#: 05(1— Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �� Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New M Repair/Replace ❑ Demolition Description of W k: �bor� ( oe- b 2 Specify color of color thru tile: Submittal Fee$ 4��'O 1 —Permit Fee$ CCF$ CO/CC$ IT r3 1116151 Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 170 0 k (Revised02/24/2014) 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 l 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:ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 @over o.vv&oviciv i,3 ow 'rvun r IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro d and a reinspection fee will be charged. Signature ' Signature 0 NER or AG CONTRACTOR o The foregoing in ;as acknowledged before me this The foregoing instrument was acknowledged before me this nn -- 20 �� by day jof�� f � 20 by A" I oW is personally known to D. t lir ` ods personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: i Sign: a- U 62-5 Sign: 1 r' 1� ( r Jr el Print: Print: Seal- 'A :%= Seal: +�'"'" : PATRICIA FEBLES . MY COMMISSION#(30009157 ':�` •: MY COMMISSION#00008157 EXPIRES July 08,2020 EXPIRES July 08,2020 i / APPROVED BY 0 Plans Examiner Zoning Structural Review Clerk IRevised02/24/20141 Herdiz Construction INC General Contractor CGC 1511859 13444 SW 62 ST F 101 Miami FI 33183 Ph: 305 479 4783 1/9/17 State of Florida County of Miami Dade Before me this day personally appeared Angela Hernandez Diz who, being, duly sworn, deposes and says: That she will be the only person working on the project located at 101 NW 100 st Miami Shores FI Sworn to ( or affirmed) and subscribed before me this q day of )1'-- 2017. Personally Know (' : v L'11% PATRICIA FEBLES MY COMMIS SlON+�Gd0081ST ,p.,, EXPIRES July 06,2020 DIVISION Of CORPORATIONS ijicial State,t Floridan&we Department of State r Division of Corporations i Search Records i Detail By Document Number i M Nene Sends Previous On List Next On List Return to List J s.,Rn De aT�iy�ntitylamemEFHisto Florida Limited Liability Company NOMADE REALTY LLC Filing Information DoewmM N1en°° L16000023113 - FE"Number NONE Dab Filed 02/02/2016 Effective Dab 02/01/2016 State FL Status ACTIVE Principal Address 230 NE 107TH STREET MIAMI SHORES,FL 33161 Mailing Address 230 NE 107TH STREET MIAMI SHORES,FL 33161 Registered Agent Name&Address BENJELLOUN,HASSAN 230 NE 107TH STREET j MIAMI,FL 33161 I} Authorized Persons)-De ail Y Name&Address Title AMBR BENJELLOUN, HASSAN 230 NE 107TH STREET i 0,11 01,11 SKSs Miami shores Village Building Department �ORiDp 10050 N'E.2nd Avenue, Miami Shores; Florida 33138 Tel: (305)795.2204, Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla..Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any.construction project prior to obtaining a building permit, Pursuant to the Florida Division of Workers'Compensation.Employer Facts Brochure: An. employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage: Corporate officers; or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: k J. The officer owns at least 10 percent of the stock of the corporation,or in the case of an.LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer.of the corporation in the records of.the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a.period of two years or until a.. voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or slid will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit-stating that he or she will. be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: W State of Flo County of Miami-Dade The foregoing was acknowledge before me this Ili day of 106L, ,20 r �. By �1 aS5M in'CL' 0JA who is personally known to me or has produced / as identification.. Notary;. i P,i�:. �..1�1.�� SEAL: PATRICIA F.971 MY COMMISSION � t Miami shores Village Building Department also 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 ��OR1DA Fax: (305)756.8972 a Inspection requirements for: Windows, Doors, Skyli&ts or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature orithe permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or, door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The f purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier a re Date 'Print Name Project: Hassan Residence(Rear House)' Engineer: E.F. 101 nw 100 st Miami Shores, FI Printed on: 1/9/17 Building Characteristics h= 14.50 ft (mean roof height of the building) L= 24.00 ft (Short horizontal dimension of a building measured parallel to the wind direction) B= 28.00 ft (Long,horizontal dimension of a building measured normal to the wind direction) h/L= 0.60 L/B= 0.86 (ASCE 7-10,Table 26.9-1,page 256, Z= 8.70 ft Zmin— 15 ft Terrain Exposure Constants) — c= 0.20 ft = 500 ft e= 0.20 ft Design Criteria ASCE 7-10,Chapter 30, Part 1 Risk Category 11 (ASCE 7-10,Section C1.5,page 380) FBC-2014,Section 1604.5 Exposure C (ASCE 7-10,Section 26.7.3,page 251) FBC-2014,Section 1609.4.3 V= 175.00 mph (ASCE 7-10,Fig.26.5-1,page 247) FBC-2014,Section 1620.2 Kh= 0.85 (Velocity Pressure Exposure Coefficient also Kh,ASCE 7-10 TABLE 27.3-1,page 261 based on z) Kd= 0.85 (Wind Directionality Factor,ASCE 7-10 TABLE 26.6-1,page 250,based on structure type) • �elocitj PPe,s§yre • •• • •q4=0.00_256 K•Kd VZ•[tbS/ftZ] (ASCE 7-10,Eq.30.3-1) (NOTE:section 26.8 ,7-10 o ASCE 251 does not 1 f p. apply(i.e.,Kzt=1.0)) cf== 56.64 : PSF �;•• •q,ASD;,gz0.6= 3399.. PSF ..... . ... ...... "'*JeterITlkWiw:gf whJ re96ure(p) (ASCE 7-10,chapter 30,page 318,Components and Cladding) ;'•• =gh(GCp GCpi) •• ••• [Ib/ft'] (Eq.30.4-1) (ASCE 7-10,30.4.2,page 318) "ust Effect E&rA%*r ••••••(ASCE 7-10,26.9,page 154,Rigid Structures) •:•• pi+_ •••••• ••b 1$(Internal Pressure Coefficient TABLE 26.11-1,page 258)Enter 0 for open bldgs.0.55 for partially Gcpi = •••• -0.18 enclosed bldgs.or 0.18 for enclosed bldgs. y` W ZZ Determine a: a= 2.4 ft or 5.8 ft (whichever is smaller) 2.4 conte kti but not less than S r 0.96 ft or 3 ft 3 �o�t�a'� �. • U,� Use a= 3 ft n W w A Windows and Doors Pressure reduction factor= 1 (Fig.30.4-1,page 335,if 0<10°reduce GCp by 10%) qh= 33.99 PSF EXPOSURE: C CATEGORY:II P=gh[(GCp)—(GCpi)] [psf] WINDOW/ SIZE(aprox.) AREA GCp(-) GCp(-) GCp(+) P- P_ P+ DOOR ID w(inch) h(inch) (SF) ZONE 4 ZONES ZONE 4&5 ZONE 4(-) ZONE 5(-) ZONE 4&5 We, W.IE?ft"2 � . 4C}> 13ti0 -1.10 1. 1.00 -43 5t?,. E 9:3'70— 4fl.10 Dpr3t5tf�`t ' ;. 72: �. , 0 -1.05 -1:31„. 0 5 4197- t):63' 4 38>S7` �,... . . r ...� i Y e a ., Project: Hassan Residence(Main House) Engineer: E.F. 101 nw 100 st Miami Shores, FI Printed on: 1/9/17 Building Characteristics h= 14.50 ft (mean roof height of the building) L= 43.00 ft (Short,horizontal dimension of a building measured parallel to the wind direction) B= 45.00 ft (Long,horizontal dimension of a building measured normal to the wind direction) h/L= 0.34 L/6= 0.96 (ASCE 7-10,Table 26.9-1,page 256, Z= 8.70 ft Znnin= 15 ft Terrain Exposure Constants) C= 0.20 ft ( = 500 ft e= 0.20 ft Design Criteria ASCE 7-10,Chapter 30, Part 1- Risk Category 11 (ASCE 7-10,Section C1.5,page 380) FBC-2014,Section 1604.5 Exposure C (ASCE 7-10,Section 26.7.3,page 251) FBC-2014,Section 1609.4.3 V= 175.00 mph (ASCE 7-10,Fig.26.5-1,page 247) FBC-2014,Section 1620.2 Kh= 0.85 (Velocity Pressure,Exposure Coefficient also Kh,ASCE 7-10 TABLE 27.3-1,page 261 based on z) Kd= 0.85 (Wind Directionality Factor,ASCE 7-10 TABLE 26.6-1,page 250,based on structure type) Velocity,Pressure ... . .. q;=0.00256K .Kd VZ �I Ii5/ft (ASCE 7-10,Eq.30.3-1) (NOTE:section 26.8 of ASCE 7-10,p.251 does not apply(i.e.,Kzt=1.0)) •;• •• qz= Sb.C;4 ;PSF • q:ASD= Z 0.6= 33.99 PSF ..... . ... ...... •..9015termigggipp3Df winjl'11M4ure(p) (ASCE 7-10,chapter 30,page 318,Components and Cladding) ...p`s gh(GC* GC ......[Ib/ft2] (Eq.30.4-1) (ASCE?-10,30.4.2,page 318) ::606 p **: o* Ost Effert"Gtg • (ASCE 7-10,26.9,page 254,Rigid Structures) .:.•Qopl._ �•••.� �.0.18:(Internal Pressure Coefficient TABLE 26.11-1,page 258)Enter 0 for open bldgs.0.55 for partially G — '•'• -0.18 enclosed bldgs.or 0.18 for enclosed bldgs. dpi-— Determine a: ) 4.3 whichever is smaller a= 4.3 ft or 5.8 ft ( controls� " .* a•5 ... a but not less than 1.72 ft or 3 ft 3 controls Usea= 4.3 ft Windows and Doors Pressure reduction factor= 1 (Fig.30.4-1,page 335,if 8<10"reduce GCp by 10%) qh= 33.99 PSF EXPOSURE: C CATEGORY:II P=gh[(GCp)—(GCpi)] [psf] WINDOW/ SIZE (aprox.) AREA GCp(-) GCp(-) GCp(+) P_ P_ P+ DOOR ID' w(inch) h(inch) (SF) ZONE 4 ZONE 5 ZONE 4&5 ZONE 4(-) ZONE 5( ) ZONE 4&5 `Wtndi 10ft<.2r � Ca 1.0'0 -43 5Q. :70 Do r 6 ' ti `18 dD 1 a -_ -1. 3 X OS -+41.97 .1 d`f.*i MIAMI-DADS MIAMI-DADE COUNTY ff,1117i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.a6v/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH-7700(Flange Frame)" Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision C dated 09/21/16, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 34isSILE IMPACT RATING: Large and Small Missile Impact Resistant :....: 'C1MTAT1ON9:.Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in • j h• aigiiwithout external protection device(shutters) ...... . . . : I�ABELINC =adi unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, • •••• and followin-atatonient: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 'R]EnWAL'of Atiis NOA shall be considered after a renewal application has been filed and there has been ••• o chsnge inh applicable building code negatively affecting the performance of this product. • •'•• URMIN,4110N of this NOA will occur after the expiration date or if there has been a revision or change •;•••• ."the;rnateriala.tlse, and/or manufacture of the product or process. Misuse of this NOA as an endorsement df anj prodpct 1br sales, advertising or any other purposes shall automatically terminate this NOA. Failure .fo domply with any section of this NOA shall be cause for termination and removal of NOA. 000* 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 No. 140908.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMMADE COUNTY NOA No. 16-1003.01 ... Expiration Date: December 27,2021 (2 ��/p Approval Date: December 15,2016 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision C dated 09/21/16, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. 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 single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 09-2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 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 single hung window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A & B, dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) •• 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 ...... . . . . • 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 •""' .....; ."ft?4ng with marked-up drawings and installation diagram of an aluminum single hung •••• "window, prepared by Fenestration Testing Laboratory, Inc., Test Report's No. FTL- ,...., ,,M2 7 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis •""� Actonio Figueredo,P.E. (Submitted under NOA No. 01-1009.01) ...... .... . . C CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 1.1-0705.09) 2. Glazing complies with ASTM E1300-09 �Man' el erez,P.E. Product Co r Examiner NOA No. 16-1003.01 Expiration Date: December 27,2021 Approval Date: December 15,2016 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15; expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5' Edition (2014), and of no financial interest, dated September 30, 2016, issued by manufacturer, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A&B,issued by Hurricane Engineering&Testing,Inc., dated 03/02/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C,HETI-08- 2004A,HETI-08-2060A& B,HETI-08-2061A& B, HETI-08-2062A&B, •• •; ••• MF4TI-08-2063A&B,HETI-08-2064A &B,issued by Hurricane Engineering& .....: ' Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. • ••••• (Submitted under NOA No. 08-0825.17) .:.... .. 5. ..Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued ••••• •••• •4;y-Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and •"•'• .....; .•11ed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 01-0406.08) ...... G. .OTIMS. •• *:***:l. Notice of Acceptance No. 14-0908.10, issued to Lawson Industries, Inc. for their •'•••• •••• •• Series"SH-7700 (Flange Frame)"Aluminum Single Hung Window—L.M.I.", •" approved on 11/06/14 and expiring on 12/27/16. Manuel P ez, .E. Product Control xa iner NOA No. 16- 03.01 Expiration Date: December 27,2021. Approval Date: December 15,2016 E-2 . . ... . . . ... . . ... . . . . ... 48' • • ••• • ••• OW FLANGE 53125 INSTALLATION ANCHDH$� WINDOW FLANGE FRAM.VI<H • •• • •• • WINDOW FLANGE CRANE WIDTH INSTALLATION ANCHORS' WINDOW FLANGE FRAME VIpIH (� 3 (A)4 MPX.AT FRAME HEAD • • • • IMTALLATI�)ANCHORS. • (A)4 MAX.Ai FRAME HEAB O (B)NONE PER FRAME SILL -- 13 3/4• • • • (rrrayyy�4 MA AT FRAME HEAD • ]0 15/16' �� (B)NONE PCR FRAME SILL 13 3/4' O (C)FRAME JAMBS(SEE SHEET A4I A IMA%.D.C. - (gj NONEER FRAME SILL MA% D.C. (C)FRAME JAMBS(SEE SHEET A41 /� MAX.O.C. 6" O O • (AX. �• :C•�AM•JPNBS(SCE •H •41) 6• 1: t0 0 `Z-, 6.(MAX.-TYP. ® ALL CORNERS _ r I ALL CORNERS n MAXn e E- Mar. D.L.O. Wed h - ALL CORNERS ib _;;43 9/16 - ' U L ~a w 43m ee o • r;*i �� 9 3/B"+MAX.ABOVE • • • • �E • `/6.v n 'd MAX.ABOVE> MEETING RAILS x a• 16' " NGAAZz VNMA)•ABOVE ______ ___ ___ __o=__ _ W> O- Mo D.L.O. W. lh $ C uj B II _ MEETING RAILS Mox.i(7.L.0. Widt�i n K' tl/t6... ya8 tl t6„ s nEerlNc B w ¢ o a ( AT RAIL o6-MEETING i '-i a> 1 AT > a'.w >om e> { RAILS i 6' MEETING > > om RAILS c • n o _Tl y ETH z > 9]/B" ____�� / 'h= jai j3 B 1/MAX. BELOW " 'P E >3 - 10 3/4' �' E F. t V U X J, MEETIN'RAILS _ _ MAX. G PAI � �— .__ �Sy� - � = MA%. W = -]XJ-/,'`- /^`( z _ U , MEET ING RAIL O B M ALS // �/ - y e vi O t ul _j c W { tr MAX. _._ "MAX. > 7 � C �V X:.k INT.FALSE COLONIAL \� W G MIINIINS ARE APPLIED W/ W E%T. & INT.FALSE COLONIAL- 4]009 �- ---`.2'PS" ------ MUNT!NS ARE APPLIED W/ SILICONE AND ARE W O p WINDDW BUCK WIDTH WINDOW p.K.K WIDTH AVAILABLE AS OPTIONAL. WINDOW BUCK WIDTH F� V/ SILICONE AND ARE �'+ U ,`I 4. ) AVAILABLE AS OPTIONAL. 48 X 713" EQUAL LITE ELEVATION UN-EQUAL LITE RADIUS ELEVATION UN-EQUAL LITE ELEVATION a, • INCLUDES UN-EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 5) 2 General Notes: SERIES-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS- OF EQUIREMENT'SOF THE 2014 FLORIDA BUILDING CODE 5th EDITION INCLUDING HIGH VELOCITY HURRICANE INSTALLATION ANCHORS:------- I WINDDW FLMiC.E^RAME WIprH ZONE VELOCITY (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (A)+MAX.AT.FRAME HEI.G (B)NONE PER FRAME SILL `3 3/1' (-- (SHUTTERS NOT REQUIRED) - (C)FRAME JAMBS(SEE sl(r.Er A4\ '1 MAX.D.C.,: 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING A (MAX.) II \ RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS .,(TYPICAL AT OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. ALL coRNEHs - _ - Leg ag 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. _ _ m 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE 95/e• ____=== /f/-`===Q\ o o N ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND �a MAX.ABOVE "f/ n u n TO BE REVIEWED BY BUILDING OFFICIAL. 4� �> x p - 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS 'Q 4 B 1 o i z TYPES TABULATED HEREIN (SEE SHEET g3), AND FOR USE WITH DOUBLE GLAZE ��u 'z's LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET y3). 6'MEErING 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. Jw" �- I RAIL" 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. B.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. m �" ------1 9.) EXT. AX MBELOW EXT. & INT. FALSE COLONIAL MUNT[NS ARE OPTIONAL& AND ARE APPLIED W/ 1/4 y_o MEETING RAI LS 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) PRODUCT REVISED mz,a 44;� � ss eary)yix8 witll F u O1 �e9 t •j4••a�•,,• i WOOD BUCKS TO BE ANCHORED INCOMPLIANCE WITH THE 2014 FBC CHAPTER 24. th.-_ " RuildiT�Coae FboriQ� ozN ♦� ,: •.4 SECTION 11.3.3.3. t —ptaaaa W Ira-$00S.0 H m n • t/ I 6•MA%. A �:. any I1.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. � ETaIAW IhItr I�� "'< z � • I 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED C D, �1 WINDOWS USING A MIAMI-DADE-COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT. B INT.FALSE COLONIAL py - :. li MU'NTINS ARE APPLIED V/ Mialai ePrt-0e;l ( BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY W/ sILt CONE AND ARE 52.125 FoC tL v TO THE ENTIRE MULLED SYSTEM. avatLABLE AS OPTIONAL. WINDOW BUCK WIDTH /� }, e` 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL LITE ELEVATION a r7 i 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE ��e ✓ ;<p. t (LIMITED TO LOADS ON SHEET 4 OF 5) PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. A;' o j . . ... . . . ... •• .. •• .. . . ... . . . . ... 1/4' TAPCON W/ 1 i/4' •• at W/ 1 v4' - ALL NUOD BUCKS ENGACERED ZEPARATEL MI EDMENT INTO WOGD. —.PT. WOOD BUCKS MIN. EMBEDMENT INTO CONC. • • EPM HATED GLASS L TD BE REVIEW CO�Y IILDL•i.:FFIC�L ?F P) (SE ELEVATION A7 SHEET pl .� (SEE ELEVATION AT SHEET 41 • • F 71Ax FASTENER saACING> Za Q FOR MAX. FASTENER SPACING) P.7 WOOD BILK OCT B• LAWSON IND. • � MUST SUSTARt IIRPOSEP LOADS • • • SILICONE ADHESIVE 1 1/8' MIN. • ••• ••• • • 23 BEDDING COMPOUND e C z DI 20 1/4' TAPCON W/ 1 1/4' M°D c� d! —. 71 Ig 12 INTERIOR ) IB MIN.EMBEDMENT INTO CCNC. "t•p y F' ° aEM1B MIN.ENT ^ .4 ° (SEE ELEVATION AT SHEET e1 •• • • • •• ••• • __ __ ____ ____ __ _= nFGR MAX.FASTENER SPA�NED ? \ - -- --- z> - h z . ••• • • ••• •Z'' r.•1- rI• 12 - 12 1 l/4' MIN Z 3 a O q¢ MBE EMBEDMENT N = O a W rn m.•. :a D 1/8' MIN. 07 o EDGE DISTANCEN o EXTERIOR GRADE E4 '- _-- -- - ° PERIMETER CAULKING 1 Q' e 16 19 3 r SILICONE ADHESIVE E%T. GRADE O EXTERIOR O j w BEDDING COMPOUND CAULK V Z Ex TERIOR GRADE e C7 0 PERIMETER CAULKING U �., Z N 9e§ C L I LAMINATED GLASS WINDUv FRAME 1110TH 24 I'MINS 414 S.M.S. W/ 1 1/4" V MIN. !�H tr Q i DGC DISrANc MIN EMBEDMENT INTO WOOD. 'DGE msTANC WINDOW INSTALLATION NOTES: a INTERIOR (SEE ELEVATION AT SHEET >•: .MEETING FOR MAX.FASTENER SPACING) 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED '',W/ AN EXT. w U RAILS 16 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 111 r( [n i= EXTERIOR EXT. GRADE / EXT. GRADE BY WINDOW INSTALLER (TYP.) a 0 y 1 CAULK f CAULK 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO I /4' MIN. BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK U t• O EMBEDMENT BY OTHERS (TYP.) 1 O L O = a 5 O AL • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR117�Q 2 y V z [ LL 8 MASONRY IS LESS THAN 1/8"• SHIMS ARE NOT REQUIRED. 3 o � ` ANCHORS NOTE: V) ze ANCHORS T❑ BE h12 SMS OR WD. SCREWS INTO WUOD, OR 8 I t7 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC, y I WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR m = £ CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR 19 QUANTITIES REQUIRED) i g 25 0 0 0 0 6 212 B - 2i I 6 28dMaeV O 11 14 14 EXTERIOR GRADE l'� 2 22 PERIMETER CAULKING L—' 2 1/4- MAX. SHIM ° TYP I'VODUCT RHVISEO of Oy'•��•�•�3��/��a`°� < - ):m'PIYIN with the F1Arida It N •L ° °4. °e ° cceplaocaa INA 16-1cmj.O y •y A •Y,'�; e° °4 mtidlL AQ ul EXT. GRADE vimi Pnx%cl s •• CAULK .y ff 1 BY OR 2 BY WOOD BUCK SSI yL,`.{•' ., Q 1 . . ... . . . ... .. .. . . . .. .. . 8 N14 S.M.S.V/ 1 I/4' • • MIN.EM•E DME Nf•1.O WOOD. ••• �4 11 • • •• (SEE 4IICVATION AF SHEET• • 26 • • • FQR MA•FASTE•ER SAMCING» HA% INTERIOR 23 • • • • • • • sHin SPACE 6 6 C O F9 'SILICONE UPIIWIS', • • • INTERIOR&IN:SH • • -- -- -- O Q o L G DOV CORNING 899 • ••• NOT Blv.fkj IN�OUSTRICS,IN • • . (O b ••• SCHNEE-MOREHEAD 5731 ________-..____------- __ (o E- 0.600" EXT.GRADE BACK BEDDING ZS 21 GLAZING DEPTH N Q b C! d z TO BE APPLIED BEHIND O O • • • • • • V:NDOV FRAME FLANGE BY K^+ Q E4 j LAMINATED GLASS COMPOSITION -TYPE 2 • • • 2x• •2z INSTALLER(TYP.) S o h Z F ; ITEM CUSS DESCPIPTION DETAIL IAYINA'IR OESC�UT'IO •• • • • • 3 V, ! .-. O ANNEALED GLASS I _ • • • • __ Z} nasr 7 SAFL^xnP V B by• • • • • • =- -_---'-= 2 0.09]'PEAS TIC INTERLAYER ----- I East a CH��ol co. • • �J Z 3 I/8'ANNEALED GLASS 1 Osa•T WEATHERPROOF LOCK (LATCH AND SWEEP) OPTIONS MOIS LURE IA RIE BY OTHERS(TYP. 0] BA -'d� 1 1/4'MIN. t. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE IR7 r3 0 4 LAMINATED GLASS COMPOSITION - TYPE 3 EMBEDMENT =__,_- __ LOCKS ARF, QUALIFIED FOR USE ON ALL WINDOWS. C.7 < o RHN I cuss DescMPrloN I DETAIL LANINAT6 DESCRIPTION Z BOTH DIE CAST FOR USE ON ALL WDINDOWSN CAM LOCKS ARE QUALIFIED z m o » J J U 1 1 I/8'ANNEALED GLASS .F� -_- . 4B I SENTRYGLAS by �a �`» EXTERIOR 3. TWO 2 LOCKS ARE REQUIRED PER EACH VENT. Q k 2 119' PLASTIC INTERLAYER J1 Kvroray Mer:Lo,Inc. I Q z O l/8'ANNEALED GLASS 11 /l N EXT.GRADE PERIMETER V a CAULKING NOT BY 6. LAW ON INDUSTRIES', TO BE APF_IED BY OTHERS M < LAMINATED CLASS COMPOSITION - TYPE 4 - C I JAMB KTYPJ REM GLASS D-11117101DETAIL LAMINATE DESCRIPTION - W a b 3 1/9'ANNEALED GLASS I STUCCO OVER METAL LATH NAILED TO 7 p N ij BUTALITE PVB by EXTERIOR GRADE PLYWOOD SHEATHING z t 2 0090'PLASTIC INTERLAYER -__-_-10- Kur4ray Anerica,fnc. TO BE SPECIFIED BY ARCHITECT OR G.C. 3 1/8'ANNEALED GLASS I I (EXTERIOR FINISH BY OTHERS) G M DR ul x LP NOT BY LAVSON INDUSTRIES,INC. IAJ O 4 WOOD FRAME INSTALLATION DETAIL WWF o LAMINATED GLASS COMPOSITION - TYPE 5 (HHf��J 4 m REM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION ALUMINUM MULLION HJ 2 GO 1 1/a"HEAT-S rRENGHrENEO GLASS SEE MULLION APPROVALS FOR B 12 X 3/4' S.D.S. SEE MULLION APPROVALS FOR Q CX] ! BUTACITE PVB by MULLION TYPE,SIZE AND MAX, ULLION TYPE, SIZE ANO MAX. 2 0.090'PLASTIC INTERLAYER -_-_,Y�K-sy AnercA.Inc. FLAT HEAD,PHILLIPS. ~rci DESIGN PRESSURE LIMITATIONS. (Scr ELEVATION AND DESIGN PRESSURE LIMITATIONS. 3 1/8'HEAT-STRENGMTENED GLASS 1 W i (ALUM_0.078"MIN.THICK) _ DP TABLES FOR QUANTITY 1-I (n `� } ____ AND FASTENER SPACING) INTERIOR HOU G WINDOWTE: THE OR MULLER O GOVERN �• E NOTE: THE LOWER PRESSURES OF SINGLE 1' 1/9' MAX. I 20 HUNG WINDOW OR MULL SHALL GOVERN SHIM - 11 ---- 1 # 12 S.D.S. X I I/4"L. o m INTERIOR li 1 SEE ELEV. FOR SPACING m d� r— "'----- "SILICONE OPTIONS: _,. DOW CORNING 899 0 w SCHNEE-HO EHEAD 5731 24 TREMCO SPECTRUM 2 I m y 0.600'-�- li II NOTE: o a GLAZING DEPTHI 1 I _ _ I.ALL STEEL IN CONTACT WITH N I _- ALUM.TO BE PAINTED OR PLATED. INSULATED LAMINATED GLASS COMPOSITION TYPE 6I 2, METAL STRUCTURES: I ITEY CUM DESCRIPTION DETAIL LWINATE D63CRIPTION �$' A)STEEL Fy - 36 KSI MIN. 5 e Z, Z 1 d (STEEL 18 GA. MIN.THICK -0.048") ___ / 8)ALUMINUM 6063-TS MIN. L d 1/e'HEAT-STREKGHTENED GLASS Ig_ ______1 PERIMETER-- WINDOW FRAME 3 �• �u 2 0.090'PLASTIC INTERLAYER I 1 © . EXTERIOR SEAT (ALUM. 0078"MIN THICK) , 3 t/8'HEAT-STRENGHTENE D GLASS � ----__= T EXTERIOR ,5 ¢ �¢ I eUTACITE PVB by EXTERIOR GRADE-J@I�,1 z 1!• 3 I 4 v4"INSULATCD AIR SPACE 1) KVr.-y Ane�1c"Inc. PERIMETER CAULKING d 5 l/8•ANNEALED GLASS 1 �1'aJ I FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL INSULATED LAMINATED GLASS COMPOSITION TYPE 7 •� �u� 3 'Oj © • : REY CLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION PRODUCT REVI.StD hCO�,� • ••"•,'vt��I _ c i I/e'ANNEALED GLASS _ ------. 1 a +WYl�weh the PhvldR . �*�MT M_ �•' 2 0.090'PLASTIC INTERLAYER 1/ - - / Duil(Mxye Co(1n g •f7 :+! O ", © .- SAFLEX PVB by A,=P�I°ID I • Ci 1 3 1/8'ANNEALED GLASS == EAstnan CHerwc Al co. •Z !O s �[ t 1/4•INSULATED AIR SPACE o- FetR1N Dwe ! T S •:u Lh fte"� 3 5 AN 1/B' NEALED GLASS I I By A Miami PsDtlnct CoDtloy F" `••, �0 tt GLAZING DETAILS AND OPTIONS { �sF �o f �sra.nB:Da�"' o f i 3 . . ... . . . ... . . ... . . . . ... z DESIGN LOAD CA PACITY(PSF)-VIEW WINDOiWS WM3H VENTS 01 • ••• DESIGN LOAD CAPACITY(PSF)-EQUAL LITE WINDOWS # +/-Pr ss res 1psf) • s• •• # +/-Pressures(jeso WINDOW Jamb Glass Type GI;ssQyp b Glass•ryp: • • WINDOW Jamb Glass Type Glass Type Glass Type Glass Type Glass Type Glass Type o a WIDTH HEIGHT Anchors 4 5• 6• •�,.� • WIDTH HEIGHT Anchors 2 3 4 6 6 7 o p z 19.125 50.625 60.0 80.0 80.0 26.5 50.625 60.0 80.0 80.0 tO 19.125 26 80.0 80.0 60.0 80.0 80.0 80.0 _ eo 26.5 26 0 0 80 0 80 37 50.625 60. . . 80.0 80.0 60.0 80.0 80.0 80.0 6 --- 37 26 80.0 80.0 60.0 80.0 80.0 60.0 s• <m v U 42 50.625 60.0 _ SO.O • 80.0 • • • • 4 48 50.625 60.0 84 Ap. 42 26 80.0 80.0 60.0 80.0 80.0 80.0 c, 0. o • ••\ \� 48 26 80.0 80.0 60.0 80.0 80.0 80.0 e y v 53.125 50.625 60.0 80.-06- \\ 53.125 26 60.0 _ 80.0 60.0 80.0 80.0 80.0 3 4" y 19.125 59 60.0 80.0 • • M,00 • • - - Z w W z y • ••• 19'125' '38.3754/ 60.0 80.0 60.0 80.0 80.0 80.0 i o o 26.5 59 60.0 80. 80. - .�` � d 37 59 6 60.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 0 o= 2 42 59 60.0 80.0 80.0 37 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 m 3 I'" 48 59 60.0 80.0 80.0i��, 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 j CW7 53.125 59 60.0 80.0 80.0 /./ 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 2 Z z o o n 19.125 63 60.0 80.0 80.0 53.125 38.375 1 80.0 80.0 60.0 80.0 80.0 80.0 J n 26.5 63 60.0 80.0 80.0 19.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 � 37 63 6 60.0 80.0 80.0 26.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 Ch 42 63 60.0 80.0 80.0 / 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 'Z 48 636 _60.0 80.0 80.0 jj 42 50.625 80.0 80.0 60.0 80.0 80.0 80.0 53.125 63 60.0 80.0 80.0 48 50.625 80.0 80.0 60.0 80.0 80.0 80.0 ®� o 19.125 74.25 60.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 BO.0 a 26.5 74.25 60.0 80.0 80.0 (n o 8 19.125 59 80.0 80.0 60.0 80,0 80.0 80.0 m i 37 74.25 60.0 80.0 80.0 111 w C m I 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 a 42 74.25 60.0 80.0 80.0 C a I 37 59 80.0 80.0 .-60.0 80.0 80:0 80.0 19.125 78 60.0 60.0 BO.0 6 26.5 78 60.0 80.0 80.0 %,j 42 59 80.0 80.0 60.0 60.0 80.0 80.0 8 / 48 59 80.0 80.0 -- - - - - 80.0 a I 37 78 60.0 80.0 80.0 0. 42 78 59.0 79.0 79.0 53.125 59 80.0 80.0 - - - 80.0 19.125 63 80.0 80.0 60.0 80.0 80.0 80.0 DESIGN LOAD CAPACITY(PS F)-VIEW WINDOWS W/4H VENTS rz / 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 z W # +/-Pressures(pst) � / 37 63 6 80.0 80.0 60.0 80.0 80.0 80.0 ~ g WINDOW Jamb Glass Type Glass Type Glass Type 42 63 80.0 80.0 60.0 80.0 80.0 80.0 48 63 80.0 . 80.0 -- - - 80.0 WIDTH HEIGHT Anchors 4 5 6 - m 53.125 63 80.0 80.0 - - - 80.0 "- s 19.125 59 60.0 80.0 80.0 mho 26.5 59 60.0 80.0 80.0 19.125 74.25 80.0 80.0 60.0 80.0 80.0 8D.0 = j 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 0 8 0 $ y 37 59 60.0 80.0 80.0 i�%' " ./ 37 74.25 8 80.0 80.0 - - - 80.0 ; 42 59 6 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 BD.o o 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.0 - - - BO 0 N m I 19.125 63 60.0 80.0 80.0 , 19.125 78 80.0 Bo.O 60.0 80.0 80.0 80.0M w i 26.5 63 60.0 80.0 80.0 26.5 78 80.0 80.0 60.0 80.0 80.0 BO-0 - 37 78 1 8 80.0 80.0 - - - 80.0 37 63 6 60.0 80.0 80.0 a2 76 79.0 79.0 79.0 t 42 63 60.0 80.0 80.0 48 78 Ito 71.0 71.0 48 63 60.0 80.0 80.0 APPROVED 53.125 63 60.0 80.0 80.0 CONFIGURATIONS 19.125 74.25 60.0 80.0 80.0 UN-EQUAL LITEp.•5.. 26.5 74.25 60.0 80.0 80.0 /y, y, „ PrODUCraEVISED ti �� . 37 74.25 8 60.0 80.0 80.0 , N IN u /. /. /. \� PIYinB with the Flnridp 42 74.25 60.0 80.0 80.0 Accep n 53.125 74.25 60.0 80.0 80.0 L�fN10 �` - By 19.125 78 -60-0 80.0 80.0 %// j //�% \\ Miumi ' 26.5 78 6 60.0 80.0 80.0 Pbaeo°D 37 78 60.0 80.0 80.0 ° p�� * e Its 42 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS - EOUAL LITE o . . . . . . . . . . . . . ... . . . . . . ... . . . . ... FRAME HEAD FIXED MEETING RAjL • • ••• • ••• BILL OF MATERIALS L-7701 L-7704 -- (09� • . • •• • ••I •• 1 ITEM # PART # READ. DESCRIPTION REMARKS U) p O O4 : : : :�4. jk, = FRAME TOP C(QRNER I L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM Z � g —� �J6Z• ' •• • 2 L-7802 1 FIN FRAME SILL 6063-TG ALUMINUM_.500 .062 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM � U3 F4 L-7704 I FRAME FIXED MEETING RAI 6063-T6 ALUMINUM �^o "51078--1p ea5 L-7705 1 VENT MEETING CTOP> RAIL 6063-T6 ALl1MINUMoI.;Oa :.: : : • 6 L-77061 VENT BOTTOM (LATCH) RAI 6063-76 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM z 2651 • • • • • • FR B L-7708 AS REQ'D. GLAZING BEAD < 3/8' ) 6063-T5 ALUMINUM ,� = A w o -TN ALUMINUM 9 FS-006 AS REQ'D, FRAME ASSEMBLY SCREWS 48 X 3/4' P.H. PHILLIPS (6063-TS ALUMINUM) 1 606 ) R m�a. ` [i. U O a � , o 10 FS-040 AS REVD. INSTALLATION SCREWS #l4 X I l/4' F.H/PHIL. FRAME SILL FRAME JAMB o L-7702 L-7703(6063-T6 ALUMINUM) It L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA. BULB #3033 ` G F o O1 6063-T5 ALUMINUM) O 12W� FRAME JAMB 12 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP ,187'x.230" 13 PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187"x.350" Q z 0 14 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' Z ` - I z.a0� 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X l 1/2' Q W. 1( L-7711 AS REO'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM7�1 a w & } 2.6a3 17 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 1 O z CN i 16 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) CID w a 1 - 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) �' 25 Q .062 I--9so soo 06z 25 20 L-7727 2 BLOCK 6 TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM (n o �a713 � 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL > w a f 7 B1 � g 23 AS REO'D. GLAZING SILICONE SEE GLAZING @ SHT. 3 ` 1 z fx m VENT INTERLOCK RAIL VENT BOTTOM RAIL F9AL+E su O 24 *� 2 Laminnted Gtass SEE GLAZING DETAILS L-770 5 L-7706 VENT JAMB RAIL 2 9 (N.—ALUMINUM) L-7707 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON S O (8063-T6 ALUMINUM) m m P O (6663-T6 ALUMNIUM) FRAME BOTTOM CORNER 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON m d� --Lays--{ 27 M 2 FRAME SILL FOAM GASKET SELF ADHESIVE - T 28 HC-026-1 1 SCREEN FRAME 6 MESH sm 3 i1 O 29 L-7730 1 PRODUCT LABEL r i f 062— 2.666 VENT TOP CORNER 30 M ■ M N 2.062 .062 1.165 g 062 31 SM-5504 AS REQ'D. JOINT SEALANT SM-5504 0 o c 0 32 ■ AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL - p PENT JAMB ANL � U iU VENT TOP RAIL C j i GLAZING BEAD GLAZING BEAD VENT SPRING LATCH L-7706 GLAZING BEAD j L-7539 L-7711 L-4204 O �tiDltHll/ltt�� x-062 (6063-TS ALUMINUM I (6063-T5 ALUMINUM) (6063-T5 ALUMINUM \ �� •P• /,F�j lil` o PRODUCT•REVISED p1Y"iMg with th6 Fkrida 6-c3 In Pa Building cDdc S6-oo3.v � 808 Tt n to =. I` X91 l O Fapirutim(3Mc :u , 1.013 i _ VENT 80TTOM RAIL 6_O VENT BOTTOM CORNER By MimN' Pro&e[ Frame �•� `- �-`j,�9 .699 A66 FRAME & SASH CORNER DETAILS (6063-T6 ALUMINUM) d a M IAM I-DARE MIAMI-DADE COUNTY QAWJkLU PRODUCT CONTROL SECTION 11805 SW 26 Strect,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miRmidade.gov/economy T.M.Windows,LLC. 1543 N.Powerline Road, Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or.material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series-249 Aluminum Outswing Doors w/wo Sidelites-L.M.T. APPROVAL DOCUMENT: Drawing No.Wll-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)",sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large Missile Impact Resistant Limitation: 1. See sheet 4 for Single door w/SHW and sheet 5 for single or double Door Design Pressure(DP)rating Vs glass type and/or threshold types(Exterior(+)water limit) 2. See sheet 6 for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold type.Lower DP rating of Doors or Sidelites shall control when combined together.Max total frame area of alternate unit shall not exceed 125.84 ft'tested frame area. 3. See glazing options in sheet 7. Insulated laminated glazing Type Al and B1 are limited up to 30' above grade. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no changtla the applicable building code negatively affecting the performance of this product. "ift * 0�TION%of tVis NOA will occur after the expiration date or if there has been a revision or change in the •;••••materia1's,*ft, and(or majufacture of the product or process.Misuse of this NOA as an endorsement of any product for sales,Wfrt1sing or any other purposes shall automatically terminate this NOA.Failure to comply with "any s:Non of this NQA shall be cause for termination and removal of NOA. '.,;,"ADVERYMEMLINT:''The NOA number preceded by the words Miami-Dade County, Florida, and followed by the elphntipn date maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall • • be done in its entire * ty " INSPECTION:A43"of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall lie avlilable:forInspection at the job site at the request of the Building Official. This•UA4revises'& retrews NOA#12-0208.14 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.15-0611.05 MIAMI-DADE CouNTY Expiration Date: April 21,2021 Approval Date: October 08,2015 roll`7 Page 1 T.M.Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file listed below) 2. Drawing No. Wl 1-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)", sheets I through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under files#12-0208.14/# 11-0218.05) 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 aluminum outswing doors w/wo Sidelites (samples A-1 thru F-1),prepared by Fenestration Testing lab,Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A. Causo,P.E. and signed and'sealed by reviewing engineer Marlin D. Brinson,P.E. Note: This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (511, Edition),prepared by Al Farooq Corporation,dated 06/01/15 and last revised on SEP 03, 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours &Co.,Inc. for the"Sentry GIass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) (former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. .• ... STATEMENTS •••••• .....: 1. §taten;ent letter of conformance to FBC 2014(5'"Edition)and letter of no financial • interest,prepared by Al Farooq Corporation,dated 04/24/15, signed and sealed by Javad •••••• .. ;mad, P.E. '... 2. Last Cpmpliance as part of the above referenced test report. • .�... OTS. ...... . 1. ... • � •••"�bis NOA revises & renews NOA# 12-0208.14,expiring on April 21,2021. •••••; 2. •.:.Test proposal# 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06,2010 •;,••• ; ••approvedbyBCCO. t II .... kr, 1. Ua,.,�. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.15-0611.05 Expiration Date: April 21,2021 Approval Date: October 08,2015 E-1 HEAD/SILL ANCHORS U 3 • • • ••• AT STILE ENDS • • •• •• • ••• 41 7/B' (6)AT 3"O.C. BO' o • • • • • • •• • I • • • • •• • •• FRAME WIDTH FRAME WIDTH Z • • • 3 • ••• ••• • • • 6"MAX. 3" m ••• • 75' M 6" MAX. 15 MAX. SURFACE APPLIED HEAD/SILL AX. I�+ ITF. (• ;d HEAD/SILL HEAD/SILL FALSE MUNTINS CORNERS ---_` Mo. IL Q 6 ZNGv CORNERS A MAY 8E USED I I O7 p • • I IL • :0:•• • • • • •• • _ I O •• • • • • • � I \ �I I II roro • • • • • ••• •• I \ I I HINGE OPTIONS I II SEE SHEET 5 a Q a g I \ D x C3m -iI'---- 1E m T. m rll • xJ I II o LOCK OPTION 2 I II N o m 0 0 ♦ i ii / -p!t o o SEE SHEET 5 90 o \ II / a ppro N N_---/ 3 QM ==--H JZ::3 IL LOCK OPTIONS - -- I I \ Zo 1 OR 2- SEE SEE SHEET 5 Dam m I B II B h r Z Q ,t'ri na INACTNE ACTIVE - d 0 GLASS D.L.O. DIMS. V '� - - ^O D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14.875" \L2. D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" m - D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 30•T� \x m 30'• 7/8' � mz DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 3.250" D.L. OPG. o O.L. OPG. D.L. oac. U v DOOR LEAF WIDTH (XX DOORS) = (FRAME WIDTH - 2.750")/2 38 5/B• u 38 5/8' " LEAF WIDTH 38 5/8 a LEAF WIDTH $o o LEAF WIDTH V « SERIES-249 ALUMINUM FRENCH DOOR W/ SIDELITES o APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS TYPICAL ELEVATION TYPICAL ELEVATION WITH OR WITHOUT SICIELITES. ( XX ) MLODUCf REVISFA a s S SIDE LITE5 CAN BE ON ONE OR BOTH SIDES OF DOOR. ( X ) rreu.plylrKwpMeie Flodgla SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. SINGLE LEAF DOOR DUAL LEAF DOOR A M.�ee IS-10411.0 _ „ n n Ly1FMw lure A ,U c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOOR OPTIONS -- o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY !� o S 9 9 HURRICANE ZONE (HVHZ). low pp* t •-h� < m 1BY OR 28Y 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 En9r:JAVAD AHMAD o s EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOORS/SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. CIVIL I SHUTTERS ARE NOT REQUIRED. FLA.PE y 70592 A" _ - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C .7538 , NOT PART OF THIS APPROVAL. M c A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING AND NON-COMPRESSIBLE. SEP ZO15drawi0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT I W1 1-O3 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of 16 ANCHORS AT MULLION U 3 • • ••• HEAD/SILL ANCHORS AT 4", 7"& 10'FROM END OF rg- • • •• •• • • ••• AT STILE ENDS FRAME AT DOOR AND SIDELITES o • • • • • • • • •• 166 1/4"MAX (6)AT 3'O.C. TYP. AT HEAD/SILL I • • • • TESTED FRAME WIDTH Z 3 • ••• ••• • 1 1 1/4'MAX Q 41 7/8" _ 80"MAX. 4 7/9" SIDELITE FRAME WIDTH XX DOOR FRAM7, /SIOELFRAME WIDTH IL 'G'I 6"MAX. l.yl • •• 15"MAX. SURFACE APPLIED D O U CORNERS• I • • • • • ••• •• _ HEAO/SILL/'-- _ FALSE MUSED• •• MAY BE USED • • • • • • '` — a 00 5 OPTI SEE I \ ii it C IL SEE 5�Eji S W, o ^�'� H n u � �" m u f a i ,�✓ ��/ 5 m o r r p W p ^ I 11 11 W 3 QM v °1 "OCK OPTION 2_ 1 o \SEE SHEET 5 - 1 N It N g V i23 --.0---- =___ll____ o o J ZI+- \ II / li S NUJU \ 1 IyyI77/ ii = O�m I 'O II 11 M a- (a �NO w h o INACTIVE 4 ACTIVE 30" 30" 29 7/8• 30• � iZ 1.N If D.l.OPG. D.L. OPC. D.L.OPG. O.L. OPG. �o o}' 38 5/8" rcaa 38 1/8" LEAF WIDTH 38 5/8" 38 1/8" Dp�eU�yA�wlEt�oFNrY• ug u V 5 LEAF WIDTH LEAF WIDTH LEAF WIDTH WMlktr� A oofft-e No bll•Or k TYPICAL ELEVATION �yle�M.dtr� 21 ( OXXO o a,•ymho WITH PANEL SIDELITES - S B S S c 0 SIDELITE OPTION WITH DOOR EN,;JAVAD AHMAD o CML j MAX. FRAME AREA-NOT TO EXCEED 125.84 SO. FT. PER FBC 2014 - FLA. t7085e2 u O 3 Z06 drawing no. W11-03 sheet 2 of 16 • • egg • • ANCHORS AT MULLION • • •• • •• • ••• HEAD/SILL ANCHORS AT 4". 7'& 10'FROM END OF • • • • • /,,-AT 1111-1 STILE ENDS FRAME AT DOOR AND SIDELITES • 1 • • • • • (6)AT 3"O.C. • • • • • 166 1/4" MAX. TYP. AT HEAD/SILL Z 3 J •• • .00 • FRAME WIDTH �e5 �5pp� 46 5/16` 80'MAX. g p1 XX DOOR FRAME WI H d a 6'MAX: 3' SURFACE O • o HEAD/SILL • TW. 15" .• ••• •• FALSE MUNTINSED O. U CORNERS • K• EM/SMl • i • MAY BE USED Q; p&Qm 04 HINGE OPT104S SEE SHEEP 5 ' S 2 / --N-�- ---'1--- "' w \O ==aF=== __ �__= 3Q0 m o + oN LOCK OPTION 2 O M v o SEE SHEET 5LLJ I Ii a 5522 \ ' H / u o_ 25 U wJ= \ ❑ / D ' vi � OOm - --- \ I -- H--- --H-- c 3Za � J INACTIVE ACTIVE - O i - - - - 41 5/8' 30' 29 7/8` m D.L. OPG. D.L. OPG. D.L. OPG. �o TT o < V F 46 3/8" 38 5/8` SIDELITE WIDTH LEAF WIDTH 38 5/8' "N)DUC F REVISED 0-. LEAF WIDTH V,the Florfi► N ;leae/iiMee No 1 ^O�II.OS 9 XMk•d^.Duk TYPICAL ELEVATION k �� (\_- _\ - Onto J�aJ IMdr iwiMC C "s asaa WITH DIRECT SET SIDELITES °c`m" O SIDELITE OPTION WITH DOOR Engr:JAVAD AHMAD d ; CML i s FLA.4CA E/ 8 92 0 MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FBC 2014 B O drawing no. W11-03 sheet 3 0176 • L- 3 • w w• �� www • www o •w• • 41 Tie" • i 31" Z w i FRA TH w•• • WINDOW WIDTH F a 28" W 1 6'MAX. 15 MA%. D.L. OPG. (Fl%ED) O u HEAD/SILL QEAy ll A • O Lu w w ru CORNEfiS. •: : •14 • • MAX 5"MAX. d O u Ip w • • MEAD HEAD/SILL CORNERS j D m +I •r i�— I+1 F7 C�QG LL 4 tE LOCK OPTIONS -X SEE SHEETS m a u N Z N p ID - . w Or / MAX. Z gE O m SILL � V z J Lu s J J r o 0 33c i o28 7/8" O a m m VENT WIDTH C O n O / 01 3Ma a 4p / 14 Y1 V�7 O J N NOTE: D.L. OPG. a T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 38 5/e' Dp = +65 * o R LEAF WIDTH —80 PSF W o ' EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STO. THRESHOLD 6 6 TYPICAL ELEVATION VWDUCt`eVISaD u p M1Y the F101Wa ( X ) AAeq:n`ft 61" FOR DESIGN LOAD CAPACITY SEE SHEETS JSDi1P 12 t car'`= SINGLE LEAF DOOR WITH SINGLE HUNG WDW. INSERTw DIM*' MC o< m c S.H. WINDOW INSERT OPTION b Y Engr.JAVAD AHMAD CML i FIAT 1 10592 35 R drawing no. SE 3 21 W11-03 sheet 4 of 1C . . ... . . . ... . . . . . . . . . . . . ... . . . . ... ' 3 FRAME WIDTH FRAME•WIDTH • • ••• ♦ ••• FRAME WIDTH NOTE: �—• • • •• • •• • �� GLASS CAPACITIES ON THIS SHEET ARE o I • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • AND FLORIDA BUILDING COMMISSION 2 3 \• • • • • • • // \ \ DECLARATORY STATEMENT DCA05—DEC-219 0 Loi 2 "• IL • • • • • • • • w ••• • • • • •• • w s / a,0 4 9 • • • • •• • • \ / �j 'd /0 • • • • • ••• •• 0 0 ACTIVE INACTIVE ACTIVE ACTIVE 9rD J AA (%) (XX) Q W�-o M SINGLE LEAF(X)DOORS WITHOUT SIDELITES DOUBLE LEAF(XX) DOORS WITHOUT SIDELITES SINGLE LEAF(X) DOORS WITH S.H. INSERT DESIGN ]AAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF LOCKS#1&#2 LOCK OPTION 01 LOCK OPTION#2 LOCK OPTIONS/1 &#2 --------- GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES 0 DOOR s u W. 'AI', 'B' OR 'B1' W. 'A1', 'B'OR Bl' d FRAME WIDTH FRAME HEIGHT 'A' OR'Al' 'B' OR 'Bl' FRAME WIDTH FRAME HEIGHT FRAME WIDTH FRAME HEIGHT H n INCHES INCHES EXT.(+) INT.(-)__EXT(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) m tgS109+ EBD:O=:,80.0 100.0 1 141.0 80 109 80.0 1 80.0 42 109 65.0 1 B0.0 N I — -- GLASS TYPE'F' 0 S.11.WDW to a EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD ; Q M FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF FOR STO.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD o< O M FOR STO.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF S U z JZI` LOCKS: J 5 N W U OPTION #1 OPTION #2 HINGES: O 0(D STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON 3 POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED -0 IL EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE OPTION #1 C O LEAF LOCK STILE, 48" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS 7-5/8" LONG ALUM BUR HINGES, AT 12" FROM Z¢ ,'n FASTENED WITH (2) 1/4-28 X 2-1/2" MS ENGAGING AT HEAD AND SILL v< °% CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON FASTENED WITH (2) #12-28 X 2-1/4" OH MS EACH ENO AND ONE AT MIDSPAN OF LEAF. J EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF METALLIC STRIKE PLATE AT 40' FROM BOTTOM OPTION #2 to k' LOCK STILE, 39-1/2" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END - � FASTENED WITH (2) #8 X 5/8" PH SCREWS AND (3) #10 X 1/2" FH SMS AND ONE AT MIDSPAN OF LEAF. (2) #8-32 X 1-1/2" OH MS FASTENED TO FRAME WITH ((2 1/4-20 X 1-1/2" MS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF FASTENED TO PANEL WITH (2� 5/16-18 X 1-1/2" MS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK INACTIVE LEAF LOCK STILE, MANUALLY OPERATED STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE . FACE LOCATED AT 11-1/2'•AND 89-1/2" FROM BOTTOM LOCATED AT 10-1/2" & 76-1/2" FROM BOTTOM o " FASTENED WITH (2) #8-32 X 1/2" FH MS FASTENED WITH (2) #8-32 X 1/2" FH MS SEALANTS: °moo FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED MtODUC T REVISED WITH WHITE COLORED SEALANT. HA tat F � u SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. 40*".gA Caj.AMptace Ne Melee Det \ \ / \ ISS_ �s"" c ♦` n \ I \ / I \ DMY heineCwY+l Non I I �• ; j / i j� O I I 9 j j En9r.JAVAD AHMAD o •t I CML I n FLA. C.PE AN / 92 3538 W111g 03 INACTIVE ^ ACTIVE $F.N J ZU15 sheet 5 of 16 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... STATIONARY PANEL DOVS WITH'SIJELITEJ Y ES Bl •• ••••• i MH I S-FID-E0IIT-o{ D /A DOOR DOOR DESIGN VbADOCAIAtITY P • WIDTH FRAME W. SIDED SIDELITE W. FRAMEW. SIDE PRJEL)•DIRECO SET IFRAME HEIGHT DOOR WIDTH DELTE WITHOR • F G 3- INCHES INCHES INCHES •INCHL•• E •INT, ••• • 91 41 7/8(X) BO(XX) 48 80.0 69.7 M oo/J 85 •48 • in �� 1Za CH i 91 eo(xx 41 7/8)%) 4!. • j0.0• • 1J•7• •• /' \ M \• ot W • • •• \ \ o 80(X%) 97 41 7/8(X) 42 80.0 79.6 Cp� K l B \ K L O�I 103 41 7/8 (X) 42 60.0 79.6 L J R3 80(XX) STATIONARY(0 ) I OVERALL FRAME WIDTH_I I_ OVERALL FRAME 109 4180(XX )X) 41 7/8 80.0 90.0 (x0) (oxo) (ox) u� EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD O FOR SID.THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF SIDELITE W. DOOR FRAME WIDTH SIDELITE W. DOOR FRAME WIDTH SIDELITE W. m NOTE: -FOR DOORS CAPACITIES SEE SHEET 5. n FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART J \\ D WILL APPLY TO ENTIRE SYSTEM. N E N• E o U LJ • =p M DIRECT SET SIDELITE WIDTH = PANEL SIDELITE WIDTH = SIDELITE FRAME WIDTH o ;31g x mrik LWl B\ / K l 00.O z r 3��v _ I OVER FRAME WIDTH _ I� OVERALL FRAME WIDTH _I d U)O J P (OXX) (OXXOin ) ~ a (XXO) O I /RODUCFREVISED DIRECT SET SIDELITE WIDTH DOOR FRAME WIDTH renwPA'I•Y wllY lie FLrtY► i (X)OR (XX) 1n1d1•�Codt $$ Atap•.ee R• •A 0 �gktYu Mte ( R W LEJ WIDTH 4 1- M�r►{�+M MNCrIr 01 0 i NOTE: v== =' ACTIVE E GLASS CAPACITIES ON THIS SHEET ARE 1_1/4^ o `^ BASED ON ASTM E1300-09 (3 SEC. GUSTS) > 3 89$ PANEL SIDELITE WIDTH DOOR FRAME WIDTH AND FLORIDA BUILDING COMMISSION (X) DECLARATORY STATEMENT OCA05-DEC-219 Engr.JAVAD AHMAD LEAF WIDTH CML j FLA PE/70592 - - - CA. 35380 r 1-1/4' INACTNE ACDVE drawing no. PANEL SIDELITE WIDTH DOOR FRAME WIDTH $E 3 2015 W1 1-03 (XX) sheet 6 of 16 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... ••• 16'HEAT —3/16'HEAT STREN'D GLASS •• ; •S�iEN'D�L•A • ••• • 1/4'NR SPACE o 3/16'HEAT STREN'D GLAS99 • • —1%4'Alg SPAC4• • : •• 3/16'HEAT STREN'D GLASS y7 090"Interlayer ••• ••• fi`HF�T STREN'D%4S 3/16"HEAT STREN•O GLASS 090"Interloyer Q J Saflex Clear And Color Gloss -SentryGlas B 'Eastman Chemicol Co.' 090'Inlerloyer .090"Interloyer 1 8'HEAT STREN'D GLASS Y By•Kuroroy Americo, Inc. / f Soflex Clear And Color Glass SentryGlos � la 3/16-HEAT STREN'D CUSS By 'Eastman Chemical Co.' By 'Kuroroy America, Inc.' .090'Interloyer a 6 / 3/16'HEAT STREN'D GLASS Sent Gla. r� 4C� o SILICONE •• • • 3?}t"HE:OMEN'D IMSS 3/15'HEAT STREN'D GLASS SILICONE By'uraroy America, Inc.' Sr GE RGS7701 • • • • • • GE RGS7701 ffLL • ••• • • gLICQq�E • SILICONE GE 1200 D CE 1200 • • • • • GE SGS7701 • GE RGS7701 Fu; 1/8" HEAT STREN'D GLASS �. V • • • IFE 6200 w CE 1200 r 0 000i m m L SILICONE O pei N m i m GE RGS7701 �'C cq W ii it ii �i In N GE 1200 z m yg 0 a Q O_ qyg Willi3 F In 37 li n O ' qCl 37 n LL M ya tiff azf 4 4 ALUMINUM y y o ALUMINUM rr w w SPACER W W SPACER W 18 SMS �c tA /6 SMS AT 4-1/2'FROM ENOS w w AT 4-1/2'FROM ENDS .n AND 10-1/2'O.C. AND 10-1/2'O.C. w n I 39 AT 1/4 POINTS ALL SIZES 39 AT 1/4 POINTS ALL SIZES rte` Q r GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'B1' GLASS TYPE 'F' 3 oM (S.H.WINDOW WITH SINGLE DOOR APPLICATION ONLY) J W 4 J z GLAZING OPTIONS : oam ,� o e 3za GLASS TYPES GLASS TYPES 'A' OR 'B' (ABOVE) 'Al'OR '81' (ABOVE) g d O SILICONE SILICONE al GE RGS7701 GE RGS7701 GE 1200 m GE 1200 \U 35 U u I u i pQODUCFREVISED o u... p l r asplyl•R Wilk the FTorlik m o o I y i"NsCada o I I I No 1� r c�"W w po o ��D.I. F ' `.� C� W VI n AT 1/4 POINTS ON LITES w d' 39 39 AT 1/4 POINTS ALL SIZES 0 0 WIDER THAN 36" _ o M <m u o GLAZING DETAILS AT SIDELITE Engr:JAVAO AHMAD •r CML FLA PE/70592 CAN.3538 R . drawing 0 32015 W11-03 P 0� 3 sheet 7 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS U 3 • SEE ELEVATIO000 • • 18Y WOOD BUCK _ EDGE DIST. • f�SPACING NS• • EDGE DTS (SEE NOTE SHEET 1) BY W06 BUCK o • •ALTERNATE • 'o., - ANCHOR:L*ATION - • �0. EDGE 00 TRUCTURE .-� • .. II//�� :•. �' DIST. (SEE NO HE_f 1) Z j b g 1 , 6 • • 2 • • a a r� N 16 — x r 0 • 1 •• ••• rn WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS v O I TYPICAL ANCHORS TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i 76 SEE ELEVATIONS SEE ELEVATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE. O a a o 6 FOR SPACING FOR SPACING 0^I10! METAL K EDGE STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING a'D 1/2`MIN, DIST. SHOOT T BOLT OR 1/4' DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 HSI) J 2 S I PEN RATION INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Q w^f I'it 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) I w II SII THRU 1BY BUCKS INTO CONC. OR MASONRY n 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) I = 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) n i N DIRECTLY INTO CONC. OR MASONRY i,II TYPICAL ANCHORS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) o SEE ELEVATIONS FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) $ DO U . � w ( •'" 1,/4" DIA, TEKS OR SELF DRILLING SCREWS (GRADE s CRS) " J z 1i x INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK, = 1/8`) S Vj wv W INTO METAL STRUCTURES 0 d m m STEEL : 1/8" THK, MIN. (Fy = 36 KSI MIN.) �I p ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) Z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) R TYPICAL EDGE DISTANCE tg INTO CONCRETE AND MASONRY = 2-1/2" MIN. o NT0 WOOD STRUCTURE = 1" MIN, INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SO - D.55 MIN. 3, CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. c R C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 6 rc 6 1MIN. OR D�ODUCf RF.VfSf.O BO Ho F USH BOLT OR 29 SHOOT BOLT 19 Yta•plyleR wBh The PbrI4 w o u llydi�{CW4 PENETRATION 28 2 �W.—No 16 16 EyYrh.w" O 7 II 2 IR-T _2A o1Wr nheT mAALTERNATE OPERATING UNIT3/8`X 3/8" V PNAIADWEEPS °. • vEngr:J CML 1/2FROM ` o.. °. V` n n SILL ENDS ° TYPICAL ANCHORS TYPICAL ANCHORS ° TYPICAL ANCHORS FLA.PE/70592 SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS C.A.N. 538 0 Irv- EDGE DIST. Irv_ EDGE DIST. ff EDGE DUST. $ }' FOR SPACING FOR SPACING F�--�--�+ FOR SPACING �^ HIGH THRESHOLD STANDARD THRESHOLD LOW THRESHOLD — APPR'D FOR WATER RESISTANCE APPR'D FOR WATER RESISTANCE NOT APPR'D FOR WATER RESISTANCE drawing no. LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 58.0 PSF W1 1-03 LIMIT MAX. EXT(+) LOADS TO 80.0 PSF(DOUBLE DOOR) ZOIS OPERATING UNITS sheet 8 of 16 . . ••• .•. . .. 0: • • .. .. . .. .• • • • . . . . . . . 0% .. . • • •.. . . . • u3 3/8'MAX. • • • ••• • ••• 3/8'MAX. ALTERNATE �� • ((` ;•• •• • •• • O SHIM ANCHOR LOCATION SHIM • �l • • • • • • • 1BY - METAL • • • • 0 0 3 ,WOOD BUCK 3A Z m j • • • • - 'A STRUCTURE - - — -- - 0*0 - C 5 < - ACTIVE LEAF tl N a 3B o TYPICAL ANCHORS 16 p` 16 --- J 4 SEE ELEV. • FOR SPACING • • •• 000 •• •• • • • • • yy •�• �O LL • • • • • a TYPICAL ANCHORS 0 rC n .F 21 SEE ELEV. Np n 18 EXTERIOR v. FOR SPACING W; D.L.OPG. 5 ALL FRAME JAMB 38-5/8'MAX. Q W _ LEAF WIDTH O 41-7/8'MAX. 3 N r LOCK OPTIONS 1 OR 2 DOOR FRAME WIDTH AT SINGLE DOORS OPTION 1 SHOWN m SHEET 5 FOR DESCRIPTION �n 3/8"MAX. SHIM 3 O rn / O" 3 8"MAX.'. LOCK OPTION 2 o U SHIM, O FLUSH BOLTS EO AT DOUBLE DOORS z :1 AT TOP 81 BOTTOM SHEET 5 FOR DESCRIPTION 3 3 2BY WOOD UCK =t'i' K UUQ r9i OR S UCTURE o 3 3 W TYPICAL ANGHORg IN—ACTIVE LEAF ACTIVE LEAF 3 O o m m SEE EIEV.. C O FOR SPACING 16 4 16 N Z Q N a a 21 21 21 w 4 168 5 5 TYPICAL ANCHORS o m w LEAF WIDTH EXTERIOR SEE ELEV. z FOR SPACING g T LEAF WIDTH v L o o L BUTT HINGES PNOT HINGES (SEE HINGE OPTION SHE T S) 80"MAX. c d ODOR FRAME WIDTH 0 0 01 $'088' c c � OPERATING UNITS PRODUCE REYfSCO Enqr.JAVAO AHMAD d •0 4 YmmpblMg{ NA lb,FMri&scww CML j 33 Aoee}It•et Nt-� FIA.PE 11 38 t o n T 592 X146"a Otle / Cw.N 38 a C 03 20t drawing no. W 1 1-03 sheet 9 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS U 3 ALTERNATE EDGE DIS •• •�R SPACITVO •• • - HDR LOCATION 3A PANEL SIDELITE INSTALLATION DETAILS �' 1JJI I IlRNCHQt..LOCATION • • •.� •�� '•'. ••• • as 0 I I. _-_ E �+ 0 oU 0IL O 16 ••• • •`a •• •• AT06"FROM ENDS 2 • • • _ : AND 24'O.C. MAX. 0 �a4 V O M ... .. a 90 6 16 ALT. FRAME JAMB 0 0 n o oI _ �W3�$N #10 X 1'PH SMS LL Z 3/8•. AT 4'FROM ENDS �j SHIM. . O p10 X 3/4'PH SMS AND 16'O.C. MAX. O 15 Q mm 0 1 .. AT 6°FROM ENDS I 1 3 AND 24'O.C. MAX. 3 �_ it I 1 TYPICAL ANCHORS SEE ELEV. 1O I FOR SPACING 16 K 0;lu ;3LU 1 w 25 O m i O li is S EXTERIOR I 5 a Z o ro II 04 SIDELITE LEAF WIDTH LEAF WIDTH a' 3 Z Q m a (� T �� SILICONE-/ BUTT HINGES FK F 0- F W PANEL SIDELITE WIDTH 1 1/4' DOOR FRAME WIDTH t DOOR LEAF WIDTH SIDELITE FRAME WIDTH - 3.250 w MLODUCirmisCD o PCwllh Ot FloFih �y1Am w 6 6 OR OR Aarpwte No 1 'f u RtrltdlM D♦tt m 19 19 I N�1 m c i 2 B H m 29 C p o H m .T 18535 O 16 28 © 16 goa— O 7 W PANEL SIDELITE UNITS 2 ALTERNATE 2 f 8 a r a y=j Eng,:JAVAD AHMAO o I c 6 F1A.P /70592 n r CA .3538 c 3/8'X 3/8" - t WEEPS '� .� ��" " ... a •.v.. : . ..'.... o ,•:;.. � a ° 1/2'FROM ° • � O SILL ENDS I- ° EDGE DIST. TYPICAL ANCHORS ° '•EDGE°DIST. TYPICAL ANCHORS drawing no. FOR SPACISEE NIGNS NS FOR SPACING W11-03 PANEL SIDELITE UNIT LTD. THRESHOLD PANEL SIDELITE UNIT {HIGH THRESHOLD) sheet 10 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . . ... . . . . . . ... . . . . ... u �3 • • •• TVP ``��'..y.,,'n'n''ORS • •• • DIRECT SFT SIDFI ITF INSTALLATION DETAILS o • 0 000 • f_ EVIONS • • •• Z % EDGE DIST.• eye--SEE • FOR FOR SPAC G • • O J •f ffif.. • -fff- f a F� I I v U f 0y0010 ff yy p O 4 r ••f :• s .•: :• •.• Obi • K • • 000 f f aQa d ^ " � g O II II 25 Oy�prp Q 35 II II (�RR O I II Q 1!i �LL d 3/8" MAX ' SHIM O O 15 Q W I II TYPICAL ANCHORS SEE ELEV. v n FOR SPACING h 25 25 1 III 16 m _----- ---_ - - - DO o N _ $ U D Z L_ 13 x o OM I I 35 z1 0 3 3 tg j o W - 3 EXTERIOR 5 (L00 mr E+ II D.L.OPG. LEAF WIDTH rn O Z Z a fil hi i 3„1a � 13 a� SILICONE PHOT HINGES 1� DIRECT SET SIDELITE WIDTH 1 1/4 DOOR FRAME WIDTH ~ tl I O II II #10 X i"PH SMS II II AT 4"FROM ENDS I II AND 16'O.C. MAX. ®N u II ii 10 ic F 19RODUC F REVISM I' raNEI}M;wiIY IGlfbrlaF u� � , 11 Addkg > II AwptW N0 Js-A.1-0. II Oka""Wit 2l N 1' DraM I• •p m 4.S n.: I N O w ry O �sas ug<m�o zs DIRECT SET SIDELITE UNITS ng:JACMLµ E r o 0 -- - FLA.PE#70594 n •:. T.,� _ a 4. CAN.3536 u . .° EDGE DIST. TYPICAL ANCHORS e SEE ELEVATIONS O FOR SPACING SEf1 ' drawing n0. W11-03 DIRECT SET SIDELITE UNITS sheet 11 of 16 . . ••• . . ••• .. .. . .•. .. .. . . . . ... . . . . . . ... . . . . ... ��U a 4.000 . . t. . .. 4.000 060 • • •• •• • 01 .112 � 09� -.062 �21585 • 0627>� •0• • • .500�� 1.7s0 2.375HL - M.332 I 1[7�_ d a O p 0 J U • • • •• ••• • 1.843 .145 0.C LL 1.643 • • • • • • Jgo • FRAME HEAD ••• • • • •• • PANEL GLAZING BEAD 3.465 O • • • • •• • 37 TM-155A SIDELITE HEAD/SILL v TM-099 • • • • • • • O9 -1 d O 2 • - *00 •• GW-30769 O w ca 2.375 8.2 0 L�2.125- 850 .713 OUR Q G ^ . r 1.Ll 465 0�p O~D� 062 125 oat° 715 osa GW 37888 p,572 LL O CENTER HINGE ® 1 799 J O 9 -ZZ�Ny 4.000 2.725 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) O PIVOT HINGE 1.262 125 m 1.988 __I J LLj 1.500 4.000 1.500 1 0.572 .250 2.062 .125 -{ 0 m I I GW 37889-A 4--1.750--I OUTER HINGE 875 in 19 DOOR BOTTOM RAIL O8 -'� .125 o o TM-29236 062 ,M DOOR JAMB/SIDELITE FRAME HINGE PIN 1000 1.376 M RA5499 625 af STO. SILL ADAPTER •500 _166 --y. MID RAIL CORNER CHANNEL 8 J 12 .062 28 BA5798 - J Z :.093 1.750-^{� 3.681 .655 LOW 897DKBHOLO 1.658 0 3 l�.l 1.750 -� O O m m .625 .062 1.030 3.875 .635 C Z a L �- � � t.27s a 3 � .082 4.090 -i .093 HINGE CAP .250 1.829�1 �I N mo O J 4.000 (--1.865 r 11 H.SMS 29 HIGH SILL ADAPTER O C -� .562 O DORTM-329951NGE 5TILE o TM�2.157 4.530 ,125 INSUL. GLASS PANEL ADAPTER II 2.000 -f 4.659 ,093 w o o a I I -{.s3o c DOOR TOP/BOTTOM RAIL i7' o 1.595 ry O TM-32994 3.500 o I I 7.689 .625 '554 J-060 C g o II L .tel ttbYY z o»O _.o g �I osz IL T- o i3 }I_ �'`I' o F -4.000-1 " o II 2.00G � �� 1.574 FRAME SILL (STD.) 'H' MULLION 3o SILL COVER .075 O BA5797 t5 TM-121A O TM-180 625 0 v<d �5 4.000 2.126 r-2.625 y a o -( ACTIVE LEAF LOCK STILE I `O�UCfREV13ED 'v o a m o O TM-172 Q BUTT HINGE p17Me w11Y 16e c O WEATHER-STRIP ADAPTER 4.659 .093 082lo6 CoA4 O Aeer'Unce No -0611.0) GW-31826 .999 ��D.I. i .075 3.790-�{ 4.000 r Enar:JACIA AHIfAD CMl ' n y4 -�I 1.287 Imo- 300 1 FU.PEP 70592 rM•tlC� o D 2.040 .186x,0629 C.A. 3536 }__ � �0 1.Si54 .300 � '•988 .. s�' �• c 715 050 L .125 LJII- v �{ I I I I drawingo n0. 1.7994 L- .625 I --2.011--1 -.M7 ® 1.750 1 3B SE 1 S 1015 W1 1-031 35 F--4.000 SIDELITE GLAZING BEAD (IAM. GLASSINACTIVE LEAF LOCK STILE REINFORCING BAR ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER sheet 12f 6 TM-157 4A TM-36048 31 TM-182 BA �` . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANF,/SUPPLIER/REMARKS • • • ••• • ••• 1 7M-099 1 FRAME HEAD 6063-T6 PER TM SPECIFICATIONS rI • • •• •• • •• • 2 BA5797 1 FRAME SILL (STD.) 6063-T6 PER TM SPECIFICATIONS • 26 •• • : •• 2A 897OKO 1 LOW THRESHOLD 6063-T6 PER TM SPECIFICATIONS Z 3 • • • • _ • •, • 3 BA5499 2 FRAME JAMB 6063-T6 PER TM SPECIFICATIONS O •TT )• •• • ••• • 3A BA AS REDD. ALT.DOOR JAMB/SIDELITE FRAME 6063-T6 PER TM SPECIFICATIONS H ry 38 BA AS REDD, ALT.FRAME COVER 6063-T6 PER TM SPECIFICATIONS 4 TM-172 1 ACTIVE LEAF LOCK STILE 6063-T6 PER TM SPECIFICATIONS 0 j Q o c: U / • • •• ••• •• 4A TM-36048 1 INACTIVE LEAF LOCK STILE6063-T6 PER TM SPECIFICATIONS 5 TM-32995 1 PANEL HINGE STILE 6Ofi3-T6 PER TM SPECIFICATIONS Q,C IL• 6 TM-32994 1 PANEL TOP/BOTTOM RAIL 6063-T6 PER TM SPECIFICATIONS 0• : ••• •• ••• 17 7 CW 31826 4 WEATHERSTRIP ADAPTER 6063-T6 END OF DOOR STILES(TOP/BOTTOM) Q� M 8 FD 107 3/LEAF BUTT HINGE 6063-TG SULLIVAN&ASSOC. 0 a a BA - 3/LEAF PNOT HINGE 6063-T6 LOIRA 0 6,6 9 GW30769 AS READ. SIDEUTE HEAD/SILL 6063-T6 10 GW 32222 2 DOOR LOCK INSERT 6063-T6 LOCK STILE LL Z 21 11 GW-34808 2/LEAF PRESSURE PLATE-TIE ROD ALUMINUM 4'LONG J V, 12 F8 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN&ASSOC. a 15 TM-121A AS REDO. 'H'MULLION 6063-T6 - 0 16 32001 AS REO'O. FOAM FILLED BULB W'STRIPPING - .187 X.250 T-SLOT FRAME TOP CORNER I6A 32084 AS REQ'D. MULTI FLAP FOAM FILLED BULB W'STRIPPING = -000 J 160 32011 AS REQ'D. FOAM FILLED BULB W'STRIPPING .187 X.350 T-SLOT SIDELITE CORNER 17 FBGF 2/LEAF FLUSHBOLT GUIDE.LOCK STILE ENDS(TOP/BOTTOM) 6063-TS M&M PLASTICS 19 1 TM-29236 I PANEL BOTTOM RAIL 6063-T6 - 09 O) O 20 - AS REDD. #10 x 1/2"F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS ; Q M 21 - 2/LEAF 1/2'0 THREADED ROD,WASHER&NUT STEEL TOP/BOTTOM ENO RAILS 6 on 22 - - DEAD BOLT LOCKING HANDLE - KWIK-SET 8 V 23 - 1 MULTI POINT LOCK - ACTIVE LEAF. 41'FROM BOTTOM s J z 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL.SCREW HOLES K U o N W 26 - AS REDD. /10 x 1'P.H.SMS.(ASSY.SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS ;3 28 BA5798 AS REDD. STD. SILL ADAPTER 6063-T5 PER TM SPECIFICATIONS d m0 m 29 BA AS REDD. HIGH SILL ADAPTER(USED WITH STO.SILL) 6063-TS PER TM SPECIFICATIONS Z a ;r 30 TM-180 I SILL COVER 6063-T6 I PER TM SPECIFICATIONS N n 31 TM-182 - LOCK STILE REINFORCEMENT 6063-T6 PER TM SPECIFICATIONS L3 d o 35 TM-157 4 SIDEUTE GLAZING BEAD(IAM.GLASS) 6063-T6 SIDE LITE GLAZING PERIMETER g (L 35A - 4 SIDELITE GLAZING BEAD(INSUL.LAM. GLASS) 6063-T6 SIDE LITE GLAZING PERIMETER 0 DOOR LEAF CORNER 37 TM 155A OPTIONAL PANEL GLAZING BEAD" 6063-T6 PER TM SPECIFICATIONS 38 TN=194 - INSUL.GLASS PANEL ADAPTER 6063-TS PER TM SPECIFICATIONS y 39 AS READ. SETTING BLOCKS(1/0'X 3/4'X 4"LONG) EPDM DUROMETER BOlS SHORE A C DOOR COMPONENTS A 0. 26 � 'k+mk' ftADuc r REVISED o A wu plyIm2wOk IAe.F1nrLAa', b".s C.—d. .. n 6 q.yInei•+I1.Le 6\41 2 m= m m 0 0. 2s ; 2sag 100 v oa m I>� c Engr:JAVAD AHMAD o •1 CML j FIA PE p 70592 n JSF RR O drawing no. FRAME BOTTOM CORNER MID RAIL CORNER i5 (W11-03] SINGLE DDDR W/S.H.WOW. sheet 13 of 16 . . ... . . . ... .. .. . . . % .. . . . ... . . . . ... TYPICAL ANCHORS �U ` ;F DIST, SEE ELEVATIONS a NOR SfMO" • ••• � o i • • • ATERR��ppT ANCIr dR E•• • .f �� -f 1'•' eLO(�TION • Z •s• 1 ...1 Ii •. 4 0 W I IOL a 0 Al IL 16 6 r. • 26 •p a •• D >� • .i y • - G ro �1 1 • • •.• •• g 6 �p j10% 1-1/2"FH SMS 0 SEE ELEVATIONS Q 3 O Fi FOR SPACING 2�5 to I0 s. o J M 1 a � � m JLd Z4 4 zi N cx rq 17. 5• O 30 m jg(w = B1 -aIL a N W _ h O { I M n. n i � n0 -J 0- 0 ° I. w 1 w 6. e. PR°.•Duc wllMorwla I MiI*4 M 0 25 J. 6 KWWWM.Dalt Xu OR v.�� x PA* < x 0 0 29 2ooS C1 � $< moo 16. 16 -SI GLE VV -(X) OPERATING UNITS W/ S.H. WD , 10 X 1-t/2"FH SMS SEE ELEVATIONS D 1 I I 2 \ S Engr:JAVAVI ARMAD o 1 FOR SPACING CML i 6 I I w N FLA.PE#70592 r v o 1CAN. 515�TYPICAL ANCHORS SEEELEVATIONS �I FOR SPACING HI—THRESHOLD OPTION sheet 14 of 16 • 3/8'MAX, • • ••• • ••• SHIM• •• •• • •• • • • • • •f110 J111-1�'FH SVS :•3/6"MAX • • SEE ELEVATIa1S • R SPACINSHIM F • •E1 • • FOD • _ F1 SHIM •• • • i 000 • VENT WIDTH F 28\'00 BUCK 3 _ 3 e fi a dJ p 0 WOUCTURR D.l PG. TYPICAL ANCHORS ILO r� O • • • • -• • i• 12. SEE ELEV. n' • • • • • • 10. 7.1 16 FOR SPACING O a ••• • � •• 1a. p� a go t... gg LLZNf F: 9. 5 w a w s 16 EXTERIOR TYPICAL ANCHORSJ D.L. OPG. (FIXED) SEE ELEV. FOR SPACING s vI S.H.WINDOW WIDTH N M HINGE OPTIONS 38-5/8'MAX. SHEET 5 E LEAF WIDTH "' m to 41-7/8' MAX. 3 Q rOj w FRAME WIDTH g O M LOCK OPTIONS 1 OR 2 S U AT SINGLE DOORS cv J Z L 4 OPTION 2 SHOWN SHEET 5 FOR DESCRIPTION 2 n q NwOa 3/8'MAX. O O 3/8'MAX. p d SHIM C 1 D 1 SHIM C O 1BY Z Z y METAL 3 3 ,WOOD BUCK w 3 M d `mn, STRUCTURE m,0 p J ACTIVE LEAF o I TYPICAL ANCHORS I6 O 16 SEE ELEV. FOR SPACING z =_ yRQUucrNevlsCD - 21 TYPICAL ANCHORS re9•pI wKAfbt FI0 4 a SEE ELEV. 16 EXTERIOR 5 °' FOR SPACING Nu T- 6 S • g D.L. OPG. t.IM Caa � 38-5/8'MAX. LEAF WIDTHa�i o m o 41-7/8•MAX. FRAME WIDTH Engr:JAVAD AHMAD 9 CML FLA PE70592 o n CA.N. 38 SINGLE (X) OPERATING UNITS W/ S H. WDA. O drawing no. ?Ol!i W11-03 sheet�5 of 16 . . ... . . . ..• .. .. • . . .. .• . . • .•. . . . . ..• ((,� ITEM/ PART 9 REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS V �' 1-1"837 ••• • • 000 • 000 1.1 GW-31798 1 FRAME HEAD 6063-T6 PER TM SPECIFICATIONS �� • • { • • -•IN46 .: •• 062 2,1 TM-117 2 FRAME JAMB 6063-T6 PER TM SPECIFICATIONS 7 .887 082 -� • • • • I �`50 �ppr 3.1 - 1 FRAME SILL 6063-T6 PER TM SPECIFICATIONS Z J .6250 •• •• 0 �"-"�•• • I�375 4.1 GW-36123 1 FIXED MTG.RAIL 6063-T6 PER TM SPECIFICATIONS 0 a .250 h-... 5.1 TM-113 1 SID.VENT TOP RAIL ' 6063-TS PER TM SPECIFICATIONSa N I a 1.875-"1 6.1 TM-112 1 VENT BOTTOM RAIL 6063-T6 PER TM SPECIFICATIONS 0 O •• • • • •{ ••• •• 7.1 GW-31802 2 VENT JAMB 6063-T6 PER TM SPECIFICATIONS d 1.1 FRAME HEAD•• •• 7.1• •FIYED{RW=;EINF-• 9.1 GLASS STOP ANGLE 8.1 TM-115 2/VENT SPRING LOADED EGRESS LOCK•6'FROM ENDS 6063-T6 PER TM SPECIFICATIONS O:c • 8A.1 - 2/VENT LATCH LOCK•6"FROM ENDS CAST PER TM SPECIFICATIONS 1a. • • • • • • • • f V p M •• • • • • • ••• •• 9.1 � - AS READ. GLAZING STOP ANGLE ALUMINUM PER TM SPECIFICATIONS a 0 W M 750r 10.1 - 2 VENT STOP(5-1/4`LONG) PLASTIC PER TM SPECIFICATIONS O 11.1 - 2 SPIRAL BALANCE - CALDWELL 0 - .� 095 12.1 - 4 VENT GUIDE PLASTIC PER TM SPECIFICATIONS Q W 3 H 1.000 050 1,749 13.1 WV-3045 AS REQD. BULB WEATHERSTRIP VINYL PER TM SPECIFICATIONS {L Z N-+ 2.541 14.1 W43201 AS READ. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS J Z�ryry1 6� r"140 15.1 W43371 AS REQD. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIflCATIONS a W ei F •937 �� 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS /10 x 1'P.N.SMS L T 1.563 17.1 - - FIXED RAIL REINFORCING ALUMINUM PER TM SPECIFICATIONS _ 41 FIXED MEETING RAIL 16.1 DOOR STILE REINF. 18.1 - - ODOR S71LE REINFORCING ALUMINUM PER TM SPECIFICATIONS S.H. WINDOW COMPONENTS 6. pp 0- .658 - � � /� /� 3 p .9401 ,� g 6� .750.062 / ' -1 Z LL .J 1.121 5 .0 8 1.562 1.045 f-- G' //• N W U2 n 1 1. p O OWO 750 F- Z Q 7.1 SASH SIDE RAIL i 3 v i v 5.1 STD. VENT TOP RAIL I OL .969 r � VENT TOP CORNER .787 ' �� 1.675 I FRAME TOP CORNER .943 .682 .082 PRODUCT REVISED .674 055 1.469 r-oplykv Wilk the Florl4 .617 16. AoaP1. N.�L •D�� g$;10 1 L Mle 2.t FRAME JAMB c u- e.t SASH LATCH l>•I� N o m 2.050 �o�mES i 3. 2.828 En9r:JAVAD AHMAO o 3 /-/ CW;L I 3 .060 .062 FLA-PE t5 6 7 92 2,725 CAN. a 2.250 ILL 6.1 1- .662 �---� . 16drawing no. s.1 VENT eD�M RAIL 3.1 FRAME Slll FRAME BOTTOM CORNER VENT BOTTOM CORNER SE ,j 201�i SW1L i6 O 6 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.eoy/economy Labrador&Fundora Corp dba V&V Windows 2355 W 4"Avenue Hialeah,FL 33010-1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11300" Outswing Glazed Aluminum Door w/wo Sidelite or door w/wo Transom-LMI APPROVAL DOCUMENT: Drawing No. W10-08 Rev F, titled "Series Aluminum Out—Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure(DP)ratings in sheets 3,4 & 5 for unit sizes Vs glass type.Lower Design Pressure from doors or mullion shall control tivhen doors are mulled(whvo Reinforcements). 2. Door w/transom is limited to max.25-1/2"h Transom. 3. The maximum positive exterior DP shall be+66.30 PSF,where water infiltration requirement is needed. 4. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. 5. The frame are of alternate size must not exceed 960113.02 ftp,nor panel tested area and max. Panel height. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and F following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for vertisirtg rn-arry-otherpurposes-shat-)-atttamaticaliy-terminate-fts3 NOA.z ailuretoee etien 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 maybe 6isplay$d1v:Ldydltilirfg Zterature. 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 inspect io;q;the job.sild,gt the.1gqugst of the Building Official. This NOA renews & 4is*#12-0113:02 conlistl of this page 1 and evidence pages E-1, as well as approval document mentioned above. % - .' :. - :- The submitted documentation was reviewed by Ishaq I. Chanda,P.E. . ... . . NOA No.15-0310.05 iii[MIAMI-DADE COUNTYi %0.:.: Expiration Date: September 01,2020 Approval Date: September 10,2015 a��t115 Page 1 a Labrador & Fundora Corn dba V& V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No. W10-08 Rev F,titled"Series Aluminum Out—Swing Entrance Door(L.M.I.)",sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under files#12-0113.02/#10-0406.04) 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(+50.0 PSF, sill S-I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of an Aluminum outswing French doors w/wo sidelite and door w/Transom& sidelites,prepared by American Test Lab of South Florida, Inc.,Test Report No. ATLSF-0403.02-08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J.Largaespada,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5'h Edition),prepared by Al Farooq Corporation, dated 02/18/15 and last revised on AUG 13, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies W ASTMS-1300-02, 04 and-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. Dupont) for their"Butacite®PVB Glass Interlayer", expiring on 12/11/16 F. STATEMENTS 1. Statement letter of confonmance to FBC 2014(5th Edition) and letter of no financial interest,prepared by Al Farooq Corporation, dated 02/11/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters,as part of the above referenced test reports. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega.(Submitted tinder previous NOA No. 10-0406.04) 4. Florida Department Of State, Div of Corporation, active listing of Labrador & Foundora Corporation, dated 05/07/19985. 5. Florida Department of State, active fictitious name listing of V& V Windows, dated 08/13�i5••• •• G. OTHE • •• ••• • . ... . .. . . . .. 1. This NOA revises & renews # 12-0113.02, expired on 09/01/15. 2. Test p=osals 407-.4564.Lt.st proposal dated 10/20/08 app oved by BC 0._ •• •• .. Ishaq 1. Chanda;P.E. ... . ... . . . Product Control Examiner NOA No 15-0310.05 ••• ••• Expiration Date: September 01,2020 • ••• Approval Date: September 10,2015 .. •. .. .. E- 1 ... . . . . . REAR VIEW Ir— -------- ------------------------ I RECR► 1—T"M JAN EXIST. III W Lu j j CAR GARAGE j j — BY: I I II III f— EXIST. I I I I I IL BATHROOM BATHROOM II III GENERAL NOTES: Lu L----------------------JI 1. THESE PLANS ARE NOT CONSIDERED COMPLETE Z Z II Ir--�r------------------yl i1 u I I UNTIL SIGNED AND SEALED BY THE ENGINEER Z) w 1, 11 AND REVIEWED AND APPROVED BY THE O ti i i CORRESPONDING PERMITTING AGENCIES. J W I N O I I II EXIST. I I © LL.I ILL Q I I �L_==� BEDROOM w i i 2. THESE PLANS ARE PREPARED EXCLUSIVELY FOR Z Uj J THE REPLACEMENT OF EXISTING DOORS AND W Lu a_ WINDOWS. ANY MODIFICATION TO THE ORIGINAL m 0 W I L__ __ af ___ J I STRUCTURE REQUIRED FOR THE INSTALLATION Z c=n REAR VIEW '------- --- ------�-- OF THE NEW DOORS AND WINDOWS IS NOT Q — Uaf r--_—_—_-------------------------� COVERED BY THESE PLANS AND A SEPARATE U) Sc O ------------------ 1 A PERMIT, WITH SPECIFIC DESIGN PLANS, MUST Q O O O Villi BE OBTAINED. WINDOWS AND DOOR = 0 I I IIIA FRONT VIEW INSTALLATION SHALL BE DONE FOLLOWING THE o p M I i .. iiiii CORRESPONDING PRODUCT CONTROL OW Z �• I I APPROVALS FROM MIAMI—DADE COUNTY. U z Q 1:0*000001 • T1 Z O 3. DIMENSIONS SHOWN ON THESE DRAWINGS ARE W FOR THE PURPOSE OF PROVIDING A SPACE 9 O • I I PROPORTION TO THE USER. THE ENGINEER OF U) 0 ui Z 0000• • ••• j Poo* 11J -- ----� RECORDS ASSUMES NO RESPONSIBILITY FOR 0.0_0• JI _ THE ACCURACY OF THIS DIMENSIONS. WINDOWS • • • r— �•••----------- I ---- — ••• — AND DOORS SIZES SHOWN ON THESE PLANS Ir-----------Tr-- --IT —== ,r— — —Tr------ � I • ARE APPROXIMATED AND ITS SOLE INTENTION IS 0000• • 0000•• ----11 II II K II I I N u ii ii i i TO BE USED FOR WIND LOAD PRESSURE 00000 �•0 '�. i i�' I ii ii I 1 CALCULATIONS. THE ENGINEER OF RECORDS W .. 1 1 EXISTING I II II EXISTING W ASSUMES NO RESPONSIBILITY FOR THE FINAL REVISIONS BEDROOM h n I I I I BEDROOM 11111 j1 I 11 a I�= SIZE OF THE PRODUCT TO BE PURCHASED AND No. DESCRIPTION I I I I I I I r rr I I �ll , F— I1 11 II " u I I INSTALLED. ITS THE OWNER AND CONTRACTOR w I I 11 11 II I 1 2 RESPONSIBILITY TO OBTAIN THE EXACT WINDOWS W i r' ==='n iL ii_____ LL J1 i i AND DOOR DIMENSIONS FOR PURCHASING AND J II II IF-� o=--------------li n II O11 EXISTING 1L___J1 1r-3I I I INSTALLATION. K BATH I E---y 1 Crr IIIII II II II II I I L 11 4. DO NOT SCALE FROM PLANS I r'--�__=—�--yl n IL----_L 1 1 DESIGN BY: E.F. I I rT� ��• I I I I I I I I I I DRAWN BY: E.F. I I I I II I I 1�11� REVISED BY: E.F. OI I EXISTING I I j j EXISTING I \ BEDROOM II II BEDROOM I 1 II © © © 11 luq Miami Shares Village 7 µ ---�— -- ---�� APPROVED 6YUlm I I O I C-----��, -_�L__---- ==,C = -----� t T' f�w -- EGRESS L-----� ^�. ��^ --- i;-- -- �— 7.ONIN a DEPT COP I --- /�� i� ----------� \ / / f = �— --------- —j----- / F3LDG DEPT -- ---------- i FRONT VIEW ;;HIIJFCT TO COMPLIANCE WITI 1 ALL FEDERAL A E _= Arlt)f',OIfN{t ttILLSND R/�1Lf\f�A /h/�v��C�'�•1 Z-ep�/� DATE:1-9-2017 EXIST. FLOOR PLAN (7 SCALE:ASSHOVMI SCALE: 3/16"=1'-0" 1 NOTE: THIS PLAN IS NOT CONSIDERED COMPLETED UNTIL SIGNED AND SEALED BY THE E.O.R AND REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES SHEET: 5 ------------------- I I I I I I �I--------------------------7-------------------------------IJ IJ ---------------------------- C— -----------------------------r—� I I II II III I I I I II II III I I I I II �L JI I I I r� O O 1 1 J W W U REAR VIEW ___�;_,- Q r------------- Z vS J w w IZ m o w �I 1-------------------- Q _ (n _ D Zof cOf I I II II 1 10 I I I II 1 = ~ O u. 0 -- -- i -- --� i 00 Z • • I I I W3: Q U Z U) .. ... . . • • I Z o W 00 Q 0000 RIGHT VIEWz 0000 0000 ------" ---_--- •• .•. • 0000•• r---------------------- ------------------ *0000 - -------------------0000 • • *seeI I I REVISIONS I I I I I O O I I I I No. DESCRIPTION I I I I O I J I I I I I L-----------------1---------------------------------------J--� LEFT VIEW DESIGN BY: E.F. r---------------1-------------------------------------------, DRAWN BY: E.F. 1 1 I REVISED BY: E.F. --------------E----------- -----------f] 1 W v I I I I I I I I I I II I ami cz� Lu O 1 O O I �V.7\ EXIST. ELEVATION PLAN (MAIN HOUSE) L-------------L______ ______ __---_--_--�______--___i_J W A NTS 0 FRONT VIEW DATE:1-9-2017 SCALE:ASSFONN NOTE: THIS PLAN IS NOT CONSIDERED COMPLETED UNTIL SIGNED AND SEALED BY THE EO.R AND REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES SHEET: 2 5 r--------------------------------------1 I I I I I I I I I I --------------------------------------- -------------------------------------� I I I I I I I I Z z II r-------------------------------------- D O w I I I I w -j U Z ui J II ----------------------------------- A A i -------------------------------------� wO a L------------------------------------J mo w c FRONT VIEW ; ; Q :5 o I I = U 0 I I O o 0 I z • I i zo 6666.. 6666. . • . . , w - • . 6666.. --J Q Q 6666. .. .. .. Z 000000 . . w 6666. ... 6900. 0000 0.00•• -' REAR VIEW Of . . 6666 0000. 6.666. 6666.• 0..600 6666. 6666 . . 0000•• I � REVISIONS No. DESCRIPTION J DESIGN BY: E.F. DRAWN BY: E.F. L----------------L-----------L--j REVISED BY: E.F. RIGHT VIEW M yUc N• N � °' N.. N � c z L-------------------------------J aU�] EXIST. ELEVATION PLAN REAR HOUSE LEFT VIEW N.T.S 0 DATE:1-9-2017 SCALE:ASSHOM SHEET: 3 NOTE: THIS PLAN IS NOT CONSIDERED COMPLETED UNTIL SIGNED AND SEALED BY THE EQR AND REVIEWED AND APPROVED BY THE CORRESPONDING PEP.MITTING AGENCIES 5 - � 32" ,k- 7A4" 12/2 2 N 00 • CD M D w O w w � U MARK A MARK B MARK C MARK D Z C6 Lu (HR) 38" X 51 " (PW) 12 1/2" X 39" (HR) 73 3/4" X 62 1/2" (FD) 32" X 82" m p W QTY. 3 QTY. 1 QTY. 1 QTY. 1 z WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD +40.10 PSF < +53.33 PSF +40.10 PSF < +68.00 PSF +40.10 PSF < +53.33 PSF +38.57 PSF < +70.00 PSF U), :5O -43.50 PSF < -120.00 PSF -43.50 PSF < -68.00 PSF -43.50 PSF < -120.00 PSF -41.97 PSF < -80.00 PSF = 0 NOA: 14-0908.14 N0A: 14-0908.18 NOA: 14-0908.14 NOA: 15-0310.05 0 c D ••••� ••• : .ZONE: 4 ZONE: 4 ZONE: 4 ZONE: 4 w � Q • UZ U) Z Lu o 0000. - • . . O • 0000.. Q Z_ 0000 .. .. •0 _ f 0000 0 ... 000000 w • 0000 . .... 0000.. • 0000 0000 . 0000.. •0.0 0 00.00. • 0:0-0:0 • . •0 • . 0000 0000 . 37" . •••••• 74" REVISIONS 53" 37" No. DESCRIPTION M M DESIGN BY: E.F. DRAWN BY: E.F. REVISED BY: E.F. MARK E MARK F MARK G MARK H (HR) 53" X 38 3/8" (HR) 37" X 38 3/8" (HR) 37" X 63" (HR) 74" X 50 5/8" QTY. 1 QTY. 1 QTY. 2 QTY. 1 WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD y +40.10 PSF < +65.00 PSF +40.10 PSF < +65.00 PSF +40.10 PSF < +65.00 PSF +40.10 PSF < +65.00 PSF t Z° ' -43.50 PSF < -65.00 PSF -43.50 PSF < -65.00 PSF -43.50 PSF < -65.00 PSF -53.70 PSF < -65.00 PSF I;y* ua NOA:14-0908.14 NOA: 14-0908.14 NOA: 14-0908.14 N0A: 14-0908.14 M"c3 a ZONE: 4 ZONE: 4 ZONE: 4 ZONE: 5 w 4 DATE:1-9-2017 SCALE:ASSHOWN NOTE THIS PLAN IS NOT CONSIDERED COMPLETED UNTIL SIGNED AND SEALED BY THE EO.R AND REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES SHEET: 4 5 37" 19„ 74„ 107" Ln M Z Z M JO w J W ui MARK J MARK K MARK L MARK M ) u Q Z ( J (HR) 37" X 50 5/8" (SH) 19" X 38 3/8" (HR) 74" X 38 3/8" (HR) 107" X 59" m 0 W QTY. 2 QTY. 2 QTY. 1 QTY. 1 Z m Of WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD U Of +40.10 PSF < +65.00 PSF +40.10 PSF < +80.00 PSF +40.10 PSF < +65.00 PSF +40.10 PSF < +65.00 PSF cn, g 0 -43.50 PSF < -65.00 PSF -43.50 PSF < -80.00 PSF -53.70 PSF < -65.00 PSF -53.70 PSF < -75.00 PSF = 0 • :••••• N0A: 14-0908.14 NOA:16-1003.01 1 NOA: 14-0908.14 NOA: 14-0908.14O o cl ••••; =WE!. 4 ZONE: 4ZONE: 5 ZONE: 5 W Q SSSS.. Z c) SSSS. Z o • • SSSS.. 00.. .. .. _ 0 Z_ SSSS. . Soso SSSS.. • • • SSSS SSSS • • SSSS.. • 37" SSSS SSSS.. L 33 � 4 � SSSS.. • .. . SSSS SSSS • 90" SSSS REVISIONS No. DESCRIPTION 0 • 00 • orn DESIGN BY: E.F. DRAWN BY: E.F. REVISED BY: E.F. MARK N MARK 0 MARK P (HR) 90" X 59" (FD) 33" X 86 1/2" (FD) 37" X 86" w QTY. 2 QTY. 1 QTY. 1 ,. WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD c +40.10 PSF < +65.00 PSF +38.57 PSF < +70.00 PSF +38.57 PSF < +53.33 PSF -53.70 PSF < -75.00 PSF -41.97 PSF < -80.00 PSF -41.97 PSF < -120.00 PSF a'v a NOA: 14-0908.14 NOA:15-0310.05 NOA: 15-0611.05 a Y ZONE: 5 ZONE: 4 ZONE: 4 DATE:1-9-2017 SCALE:ASSHOM NOTE. THIS PLAN IS NOT CONSIDERED COMPLETED UNTIL SIGNED AND SEALED BY THE EO.R AND REVIEWED AND APPROVED EY THE CORRESPONDING PERMITTING AGENCIES SHEET: 3 5 1 I o_ 3 Z N 0 Z Z H w 2 O p U w1 LLI v 0 M � Ox o 0 p. Q C rl - - PROODC f REVISED � �0/ 03 r� - camoplying will$IIlt mrw -li, W ? N bw(N lvg C*& > AtlNeo�rs"o3to•oT" LL z _ 0 r ?nZp J O M Ca�tral rq o I THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. o m SHUTTERS ARE NOT REQUIRED. C> o Uv a o ALUMINUM OUTSIVING ENTRANCE DOOR fy- W " E! y SINGLE (X) AND DOUBLE (XX) LEAF ;DOORS W/O TRANSOM SEE SHEET 2. z o 0 of SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. EA, r- C Q- SINGLE (0) SIDELITE SEE SHEET 4. 5 L2 k R 00 SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. o > W LOWER VALUES FROM DOOR CAPACITY CAHRT, SIDELITE CAPACITY CHART OR =3 o °' tn SIDELITE MULLION CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. a j,r, M � aLno J O J3 M.- 1/8" HEAT STREN'0 GLASS 3/16" HEAT STREN'D GLASS DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION Q J-0 N 2 .090" Interloyer '.090" Interlayer RESISTANCE IS REQUIRED. Butacite PVB Butacite PV8 By 'Kuraroy Americo, Inc.' By 'Kuraroy America, Inc.' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY „ v 1/8" HEAT STREN'D GLASS 3/16" HEAT STREWD GLASS HURRICANE ZONE (HVHZ). fn SILICONE SILICONE 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY E o U L-^ TO TRANSFER LOADS TO THE STRUCTURE. o N N w DOW 995 DOW 995 0 o a ti PECORA 895 PECORA 895 ? '- ' a �' z z ui m ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS v W W W m m a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. y a a °' ~ \ 18 AT 1/4 POINTS ON LITES v a d Zi o IB€R MAN-"NI Y ANCHORING-OR I ADING�ONDITJONS-A1A�SHOWUAN TId€SS"0AN�.6 a z 20 \ 20 NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. i •• • � • • •• � ��. ' � C � of N .: ri • • • • • 25 } ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ° v N '^ o • . . . . . 1. ... I I .N Soso • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT a'r o u o W 1 11 •• •• •' �1 ' " 11 / tt / COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ` REQUIREMENTS OF THE FLORIDA BUILDING CODE. 21 0 0 Engr: JAVAO IMAD o • • • • • • \ / CilVll N • •• • •• •• • • FLA. PE # 70591. IN ••• • ••• • • • CAN. 538 o S GLASS TYPE 'A' GLASS TYPE 'B' GLAZING DETAIL 5/16" OVWLL.LAM.•GVs� ••0 • • 7/16" OVERALL LAM. GLASS AT SIDELITE/TRANSOMJj Ili r' • ••• -ZO15 Browing no. S . . . . . . . . . .:. :• •: •.•r zilQd':OPTION _ - - - - - - W10-08 sheet 1 of 12 39 5/8" MAX. 76" MAX. v FRAME WIDTH FRAME WIDTH o_ 12" 12" 3 5" MAX. A EAH MAX. 5" MAX. EAH MAX. 0 z HEAD/SILL SILL HEAD/SILL p' _ SILL a CORNERS CORNERS ,'' `�\ ty 7. O O 0 U l I I HEAD & SILL ANCHORS AT STILE ENDS o II I II I ILUSH (4) AT 3" O.C. 0 a eLT Q M J I 0 W M O 1L 14 W. N -0 N 0 QW3U. it LOCK OPTIONS\ 4' ? N x II I II k x 0r#1 OR #2 rn J M�y Q z w o Gj i _ w '� a i1 (OPTION #1 SHO Q Q w rl fi w � T a /IIt -4yyY I w 00 x iyy I SEE S�i�FET 10to N °� M o 'ifl' i m r7 0`ro LL --- ir►---- ---�T- i / 0 \ LOCK OPTIONS \ II #1 OR #2 \ IIUf 03 00 II (OPTION #1 SHOWN) II / oo c0 \I11 SEE SHEET 10 \I I I / N II\-- AI\N // _ M FLUSH a BOLT W u I \ I U a 3 I acmEZ v° >o ,� AcrnE , INACTNE c Q cn (n � �M 00 SURFACE APPLIED B a m w '� m m PRODUC C REVISED o �!> ODD z SURFACE APPLIED B g z sa complying with the Fl A" :2 � � FALSE MUNTINS OR - �a FALSE MUNTINS OR �� 1>wkin Cods 0 3 0 DECORATIVE GRILL / 1O U 26 3/4" MAX. 26 3/4" MAX. iD o AceeptrNce No,JS-0 0'�n o�MAY BE USED 26 3 4" MAX. OECORATNE GRILL UO.L. OPG. MAY BE USED >, no (IMt< -0 o 0 D.L. OPG. D.L. OPG. O-0 tow36 3/4" MAX• 36 3/4" MAX. 10.A*1 t . ._ -�v N x ~- LEAF WIDTH LEAF WIDTH[ Cewiwll 36 5/8" 73" MAX. DOOR OPNG. W. DOOR OPNG. WIDTHUi LJ (x) (XX) E s N W K O W K K u DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF N a a a SINGLE T)Of) S WITHOUT TR NOTE: v o g GLASS C+TIES N THISZ a GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR DIMS. 'A' 'g' DOOR DIMS. 'A' `B' AND FLORIDA BUILDING COMMISSION io FRAME LEAF•• Pf�+b1E; ��9F ; •• FRAME LEAF FRAME LEAF DECLARATORY STATEMENT DCA05-DEC-219 0 N cV �; El*(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.{-) . all n o WIDTH WIDTH HEIGHT • HEIOHT• • • WIDTH WIDTH HEIGHT HEIGHT n N r rn •- � o 0 0 7S5>8134-3/�4� � * 93:3/8' ' �-� _ X80.0 70.0 80.0 72" 34-3/4" 96" 93-3/8" 70.0 80.0 70.0 80.0 c o o w 39-5/8" 36-3/4" 66.3 75.8 66.3 75.8 76" 36-3/4" 66.3 75.8 66.3 75.8 0 0 1 1 Engr: JAYAD AHMAD .} . .. • .• .. • • CML � \ ••• • ••• • ' • GLASS D.L.O. DIMS. FLA-CA.N. 3538592 0 r s, D.L.O. HEIGHT = FRAME HEIGHT - 12" a u ••• ••• D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.875" • D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.50")/2 • • ••• • • • drawing no. _ . . . . . . . . . . . .. .. . . . .. .. 3 ?.01 11 W1 0-08 0 1 sheet 2 of 2 39 5/8" MAX. 76" MAX. FRAME WIDTH FRAME WIDTH l 35" 71 5/16" MAX. o O.L. OPG. 12" D.L. OPG. Z h 3. 12" 0 5 MAX. EAH MAX ALUM REINF. 12 5" MAX. HEAD ALUM REINF. 12 O W si HEAD/SILL F SILL HEAD/SILL F SILL w a CORNERS CORNERS C a O Ow M 2 ANCHORS (3) ANCHORS ' c� ( ) - _ AT TRANSOM ENDS �X 0 AT TRANSOM ENDS a AT 4-1/2" O.C. e} a o n , SINGLE DOORS o DOUBLE DOORS 1` � Z 0 H !�i/ G L n Q ZQ 0 Fi G i%�/ 0 fl M N N O C-4 // � LLJ� O -- - - I d D\� i - - -- \ / WHO N u 6 z N i M M Q .. FLUSH OLT GLASS D.L.O. DIMS. (TRANSOM) X i C i = = C �+ \\ D.L.O. HEIGHT = TRANSOM HEIGHT - 4.625" w ,� / II tijti �i E D.L.O. WIDTH = FRAME WIDTH - 4.6875" o II � m / \ _j a LOCK OPTION§ v I LL a X II #1 OR #2 o w ¢ F- J=== =___- (OPTION #2 SH ) o `0 0 a I f 6 I I �. SEE SHEET 10 m � o pH 00 2 0 /�,IY off i LJ M0 4f \v N 3 U- =a J fyy N 1L J �9 r� �� N } Z a M 00 0 10 ci o rn --- - �� z U --- 'n( ---- LOCK OPTIONS \--- ----- �� / LJ o a \ II #1 OR #2 \ II / z `0 o w \ i l (OPTION #2 SHOWN) N \I I SEE SHEET 10 \i i / li 3 r 0, s- __� _--- o $3> a00o 41 u�N , FLUSH Z o> s M BOLTFRODUC r REVISEf) A v ° II \ \ / K complying With the Flo _j - J 6YIl}ing C:O(1a Q J-a C-4 h ACTIVE ACTIVE , INACTIVE Acccplence NuT-03(0.6 F.�1ilsnt}��s Ifele�_� SURFACE APPLIED B g �z SURFACE APPLIED B w �vmk -� t FALSE MUNTINS OR ¢ a z ��' ti�Jwc1 CONI G7 m w w o FALSE MUNTINS OR x w DECORATIVE GRILL 26 3/4' MAX. c° 0 DECORATIVE GRILL 26 3/4" MAX. 26 3/4" MAX. i° v ,n t u MAY BE USED D.L': OPG. MAY BE USED D.L. OPG. \�SA . OPG. O X a w w w o all 36 3/4" MAX. 36 3/4" MAX. kLL ANCHORS F w it LEAF WIDTH LEAF WIDTH T STILE ENDS NOTE: " a (4) AT 3" O.C. $�Cpp�CJTJF� (1N THIS SHEET ARE z -) 36 5/8" 73" MAX. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR OPNG, W, DOOR OPNG. WIDTH AND FLORIDA BUILDING COMMISSION 6i : •• DECLARATORY STATEMENT DCA05--DEC-219 0 o N cV n o 0 W�x) (O/XX) N o sch IV 0 - DOORS LOAD CAPACITY— PSF DOORS LOAD CAPACITY - PSF o 0 •;• SINE• DORS•IRTU•TRANSOM (0/X) DOUBLE DOORS WITH TRANSOM (0/XX) I Engrg JAVAD AHMAD v e •� : •� : . : &LISS TYPE GLASS TYPE GLASS TYPE GLASS TYPE CML r :.Q001C DIMS. ;• • • • 'A' 'B' DOOR DIMS. 'A' `B' FLA.qN.E #538 92 FRAMEA344 FRAME LEAF FRAME LEAF FRAME LEAF u a a WIDTHHEIGHT HEIGHT EXT'(+) INT.(-) EXT.(+) INT.(-) WIDTH WIDTH HEIGHT HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) v u 37-5/8" . . . 70.0 80.0 70.0 80.0 72" 34-3/4" 70.0 80.0 70.0 80.0 120" • 83-3./8" 120" 93-3/8" {39-5/8" •.; ; �•§Q.3 75.8 66.3 75.8 76" 36-3/4" 66.3 75.8 66.3 75.8 ` 0 3 Z t� drawing no. • . . . ... . . - - t - - - - - W10-08 sheet 3 of 12 36" MAX. SIDELITE FRAME WIDTH 0 31 3/8" MAX. 3 D.L. OPG. Z z 01- a 12" W I- MAX. ~ N a 5" MAX. 0 U HEAD/SILL I� SILL ,� O p CORNERS a W i � o Ov � vo � 0 Lu O 00 cj � �� N ----It---- Q LL 13 Lim - 0 ii J � Ma J II zz (Ny Ii Q Weil F II W m a II g m = a tL - /II 03 03 to II w M II O 11 Z II a a U II H II Z 0 0 IS � �vQo � K LL t Inco o M> 0 off SURFACE APPLIED °1'o a 0�r1 a w FALSE MUNTINS OR < ¢ J N= DECORATIVE GRILL MAY BE USED O ) 1O PRODUC f REVISED as con Plying with the FllorQA w . 9 FIXED LITE (0) LOAD CAPACITY - PSF Acceptance h"IdIng CO&Ivor 2�co.65- (2 tu W GLASS TYPESplr -tel l •r 0 0 F.a adm Date FIXED LITE DIMS. ' it t -\- c z o A' & B y `��h�F o u N w W FRAME HEIGHT EXT.(+) INT.(-) M1►a1J lMrlr tCaotfQ ` 0 a 24" 70.0 80.0 o a Z, T, z 0. W.M. 28" 90" 70.0 80.0 h43 70.0 80.0 •4 00: • • • 70.0 80.0 NOTE: N• GLASS CAPACITIES ON THIS SHEET ARE• 70.0 75.6: : •. 70.0 71.2 BASED ON ASTM E1300-09 (3 SEC. GUSTS) o w �ss" 67.4 67.4_ _ - - - - AND FLORIDA BUILDING COMMISSION DECLARATORY. STATEMENT DCA05—DEC-219 •:• ••• • 64.1 64.1 0 0 • • • • • • • En9r:JAVAD AHMAD o •• • • • • • • • • CML 'v 1 ••• • ••• • . FLA. PE # 70592 0 \ 'C.A.N. 3538 D o ••• - CLAS L.O. DIMS. SIDELITE a H D.L.O. HEIGHT = SIDELITE HEIGHT - 4.625" _ -0- 3 _ drawing_ no. _ .:. 'I. ... D.L.O. WIDTH = SIDELITE WIDTH - 4.625"— - - - - S 0 3 2015 r SIDELITE FRAME WIDTH W10-08 ---- sheet 4 of 12 SIDELITE MULLION CAPACITY - PSF 144" V SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM OVERALL FRAME WIDTH 0 NOMINAL SIDELITE SIDELITE SIDELITE LEAF FRAME W/OREINF. W/ ALUM REINF. CLUSTER OF 31 3/8" o WIDTH WIDTH HEIGHT 12 " (4) ANCHORS 12" D.L. OPG. Z � INCHES INCHES INCHES EXT.(+) INT.(-) EXF.(+) INT.(-) 3„ AT HEAD/SILL MAX.HEAD 0 a+ Z 24 70.0 80.0 70.0 T 80.0 SILL F 1 28 70.0 80.0 70.0 80.0 NP' -` Q N g 32 36-3/4 80 70.0 80.070.0 80.0 i A o o 36 70.0 80.0 70.0 80.0 CL 40 63.0 72.0 63.0 72.0 I I IIZ A tai 24 70.0 80.0 70.0 80.0 j \ Q V `t H / i \ M 28 70.0 80.0 70.0 80.0 II II va 32 36-3/4 84 70.0 80.0 70.0 80.0 I I 11 / i FLUSH a it> Q e°ol -36 70.0 -80.0 70.0 ` 80.0 _ __j L___ O 0 40 63.0 72.0 63.0 72.0 I I I X11` \ 1 0 N 2470.0 80.0 70.0 80.0 a I I L I I Q W(A 0 28 70.0 80.0 70.0 80.0 I{ I I LOCK OPTIO LL z N 2 0 36-3/4 90 I I / II � J t7 M _Q 32 70.0 80.0 70.0 80.0 I I ,- I I #1 OR #2 \ zz N (OPTION #2 SHO ) Q W d m 36 70.0 80.0 70.0 80.0 w O i I I i I SEE SHEET 10 m 24 70.0 75.6 70.0 80.0 x n 0 �6t� M 0 Ii. _ 28 70.0 71.2 70.0 80.0 io W 3 f ` J yl� N - a 36-3/4 96 rn rn o ' ' I ado o jl�' '�' - �/ o .32 67.4 67.4 70.0 80.0 36 1 64.1 64.1 1 70.0 1 80.0 Go n \ 11 / 0 tl II / o 0 . z II II II I \II I U n -- o 12 ALUMINUM I i i t \ / FLUSH o N STIFFENER II II \ BOLT 0 3 II K 11 Z0 o > o c ,a- -! I 7 t O .} LE OACTIVE INACTIVE V) o77 ¢ mw z 'a >3tM SURFACE APPLIED a ° I to FALSE MUNTINS OR to0 p Vq to to ,o DECORATIVE GRILL 31 3/8" MAX. 26 3/4" MAX. 26 3/4" MAX. v a J v N= NOMINAL SIDELITE WIDTH LEAF WIDTH MAY BE USED O.L. OPG. D.L. OPG. D.L. OPG. DOOR OPNG. WIDTH NOMINAL ALUM REINF. 36-5/8" MAX. SINGLE (X) DOOR SIDELITE WIDTH 36 3/4" MAX. USE AS PER CHART 1 1/2" 73" MAX. DOUBLE (XX) DOOR SEE CHART AT LEFT LEAF WIDTH i k PRn011C f RF.VIS£D 73" MAX. 1 1/2" w complying is-11h the Florid& 1n o L0'L) DOOR OPNG. WIDTH bulling 600 o N w w Accepuace No l�_D3/D a a z a a (OXXO) TESTED 6arkatior I)#Ic� j b a a NOTE: 'v o a W W z W W FOR DOORS CAPACITIES SEE SHEET 2. Po%*ProdwCoohd FOR SIDELITE CAPACITIES SEE SHEET 4 FOR SIDgLIJF.M•UI LION gAPACI,TY SEE CHART ABOVE „ 7 LOWER;VALUES •FJOM C10R,•UDELITE OR MULLION CHART MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 96 SQ. FT. PER F8C 2014 2 o N C WILL APPLY•T�o:E�IT;RF� �YjTtK •• ••• •• • • • •• 0 u o w u 0 0 0 w i i i w Enyr. J CML \ i•• i• i•• e• i• ••• FLA. PE 35 8592 o T �� u • .n ... • ..• NOTE: • ••• GLASS CAPACITIES ON THIS SHEET ARE drawingno. ••• w;• •; _ _ BAS-ED-ON- ASTM E1300-09 (3 SEC. GUSTS) L lJ lJ -AND FLORIDA BUILDING COMMISSION 0-08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 5 of 12 LLJ TYPICAL ANCHORS EDGE DIST. 1 BY v 9 SEE ELEVATIONS WOOD BUCK m 0 �� o 916" MIN. EDGE DIST. FOR SPACING Q�, a . I Q a METAL STRUCTURE THROW BOLT o a d o (SEE SPEC BELOW) PENETRATION a 44.KSI'-CONC.a•' o a. LEbGE I T. Q EDGE DIST. Z ti J ` 3 KSJ CONC. I �, '. 1 m o a 0 }" 9 Q ' 1 LL) N 0 19^ x ¢ U w w Q 0 N O a a a O W M y 1 v, Av) d I � N � _ 0 /SEE PICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q' 0>M o I I I ELEVATIONS SEE ELEVATIONS _SEE ELEVATIONS 0_p, Q Q ,t 9 L_ – – FOR SPACING FOR SPACING FOR SPACING 0 06 A _, I I 24 N00O W W QLL N WI� . o ►r-f 15 EL z to c� 5 WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 00 0 00 0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' / (Fu=177 KSI, Fy=155 KSI) Q L � INTO 2BY WOOD BUCKS OR WOOD STRUCTURESw 0 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) a W w o THRU 1 BY BUCKS INTO CONC. OR MASONRY c a 'r' �� >o� to \ z: W i-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) S �` M CO U- d 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 0 J'd> o W DIRECTLY INTO CONC. OR MASONRY Z -°v>> c 0 1 -1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) o J v o _j � I u� o � A a n 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ¢ _°,�o Cq 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") PRODUCf REVISED N INTO METAL STRUCTURES as complying with Ike Fiorldt w b�in>(Code = M � � STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) Aceeptace No 1S�,b3 ID•0 0 0 ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) E'o''siu.D'1c�� ` N 5 0 w w (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) It. t%1. o a TYPICAL EDGE DISTANCE " ICO °I N a a a ,t--t, INTO CONCRETE AND MASONRY 2-1/2" MIN. THROW BOLT I 1 15 PENETRATION INTO WOOD STRUCTURE = 1" MIN. I I .. 0*0 . I . I . INTO METAL STRUCTURE = 3/4" MIN. N Ir—'r r� 24 ° o n o ••s •! �^� ; 2 WOOD AT HEAD OR JAMBS SG = 0,55 MIN. •� o 0 0 .00 • r • CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. 19 I I _I C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm =.2000 PSI MIN. DOOR DETAILS • • . . . v' SEALANTS: Engr: JAVAD AHMADCML e • • • • • • N :.. :• '.• FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL FIA. PE 0 70592 n 0 +: METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE, CA3538 o N. m D WEEPS a• a '3 KSI CONC, o °u� � r s. 'i • .' v • •.• q o a v a v u . ..ev •.a. 3. : , WEEPS: • EBGE 131ST.•• •• .••' ICAL ANCHORS drawing no. ••• STE ELEVATIONS 3/16" X 3/4" WEEP SLOTS-AT 3" FROM EACH END . _ _ -FOR SPACING W10-08 OPERABLE UNIT sheet R of I ) 1/4" MAX. 1/4" MAX. 1BY WOOD BUCK SHIM o o SHIM (SEE NOTE SHEET 1) o 0 TYPICAL ANCHORS TYPICAL ANCHORS a0 : CD Z SEE ELEV. Z SEE ELEV. FOR SPACING FOR SPACING 0 F•• V. W � a zo _ IL o L I II 1 r _ n III ' mo LL w J----- ------ O f- �t p -t-Ir,------- T4 v° 0 h W i ii i s w o m w ..�W > 0 w 18 EXTERIOR a ' oC O cq 1 6 D.L.O. 7 Q w�+ LL METAL 17 17A LL w 0 _ 0 g STRUCTURE 36 3/4" MAX. LEAF WIDTH LOCK OPTIONS u! t- 1 OR 2 36 5/8" MAX. (OPTION J2 SHOWN) SEE SHEET 10 FOR DESCRIPTION DOOR OPNG. WIDTH v 0 J 39 5/8" MAX. W FRAME WIDTH 1/SHIM o m 1/4" MAX. a Ln SHIM ;� � O O z .OM. TYPICAL ANCHORS Ci CONVENTIONAL LOCK LEV RS ATCONCEALED INS DE FACE FLUSH T OF STILE `0 SEE ELEV.. .. , . : WITH DEAD BOLT FOR SPACING 20BRY WOOD UCK w 0 3 ACTIVE LEAF INACTIVE LEAF DOD S UCTURE z o 00 a M � Q 15 O o`1j>`t m 0 w Lr)0� N d> O v _ _._ALJ_____ _____ - I U'1 ____ _ r �� — _ _ _ — _j .D OlA Q W s- i_----------- `� i F W • •j , .A 18 D.L.O. EXTERIOR TYPICAL ANCHORS SEE ELEV. w m 4 1 6 7 8 17 17A FOR SPACING ya o 0 LEAF WIDTH z N (K w C: o LOCK OPTION #2 ^Q a 72" MAX. c 0 a a DOOR OPNG. WIDTH ami 0 a i',i z 0 a: a 76" MAX. FRAME WIDTH PRODUCE REVISED CONCEALED FLUSH BOLTS •a conspiyleg with the Florhl� 3 POINT LOCK ASSEMBLY LEVERS AT INSIDE FACE OF STILE c a� iwtding Csci� _ N N r1 O •• ••• • • • • ' " Acceptance IN V O H Cl 0 0 • • • • • • • • • • " ' ACTIVE LEAF INACTIVE LEAF E1p4VWa Dols 0 °c u 0 W L, . _ '- ti#1ria1 PpMt rvdnttCorftvJ 0 15 • ••• • ••• ••• • Engr: JAVAO AHMAD i • • • • • CML n \ • • • • • • • FLA. PE 70592 •• �' •• �' • • • `L J-- - s-- CAN. 538 0 L�_j I • drawing no. • �•� - EXTERIOR - _ � . . . . . . . . - - -61 woo—o$ ••• • ••• • LOCK OPTION JI DOOR DETAILS SE P ( 'j 2()15 sheet 7 of 12 TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. FOR SPACING o p, *tr. F 0 J S KSI'CONC. . : > r ImLU 0. sg n IL V li O p U FO Q o � � � o Il 21 1 v ehi 10 - - - - 00.< ° - - 0 0 I W LL fr1 0 J Q W ri F- U o Lr) N �� N 9/16" MIN. THROW BOLT j 10 PENETRATION fy- ro 0 coo 0 ui 1 w M w 21 0 `• LL)az O w v 19 r l 1/4" MAX. z v°-80 CL x SHIMS . O � � I ti Malo o �> co r—+—+— TYPICAL ANCHORS. ,. . — N 3 I 4, r� SEE ELEV. ' i3 O� ��? I t 20 FOR SPACING ' . ' . v � e o I 1 24 10 ¢ -3-0 I 21 Q • Ld d, = ll M M 5 W En v Z 2 0o z w FRODUC C RF.VISFD r o 1cli m n>aplylr=wills 1be Finrid� g o L) W hmAnL Cate �' •• Atctplincc Ne -.0342-0 w a 0- EXTERIOR 1 I%Pkvdo�,i)rtc g/ 11 o a Zi o Q.L. OPG. �'i Mrrr!It',dt ro3MetCoatroi O TRANSOM FRAME WIDTH � ulc_•T Engr:'JAVAD AHMAD I 1 0 a ••• • ••• ••• • CML •• • • •' ' • • • FLA. PE # 70592 N ' " • • • • • • CAN. 3538 "� r ••• • ••• • • • ••• • • • • ••• • • • OP drawing no. ••• "' ' DOOR WITH TRANSOM DETAILS sheet 8 of 17 TYPICAL ANCHORS 4% 0 SEE ELEVAIONS � Ti FOR SPACING o EDGE b1S7; _ 1/4" MAX. 1/4" MAX. 1BY WOOD BUCK 3 6, ° ° ► SHIM SHIM (SEE NOTE SHEET 1) Z 3'KSI .CONC., 1. _' `. t4 a TYPICAL ANCHORS TYPICAL ANCHORS F g SEE ELEV. SEE v ELEVUFOR SPACING IL p C 0 /FOR W 0) v] 1 p }Q.. = 21 �•� 0 p .4 21 to e~[ o - - - _ - _ _ = cn 4 -- - - 10 ui W 000 0:- .. JO N IA Q W3, LL W . 0 EXTERIOR V. 1 QWI- D.L. OPG. METAL STRUCTURE SIDELITE FRAME WIDTH = C11 pltODUr-rREVISED -1 o SINGLE SIDELITE wscomplyiagwilhthcFlotida00 k>•kFine Codi u0 ct� 00 Aacptance rto �e o v g��!!•tl;oM D.tc o ALUM STIFFENER i1 til lCoNfsol 0 1/4" MAX. O AS REOD. 1? U X10 X 3/4" FH TEKS O u SEE SHEET 5 FOR CAPACITY o y SHIM 1 1 AT 10' FROM ENDS L z `0 o ai x M a AND 24" O.C. MAX. a o ,;, W a TYPICAL ANCHORS. C o �* 03 o SEE ELEV. toto 03 FOR SPACING 'i ' .�_, r 1 0 $S>N 000 • g - Ad C>�on L21 LO 0 4: 14 o� •vJ LymI I Q J D C-4 ui -4 IA H a O O • � U U =.•`. ` EXTERIOR D.L.O. o Y N W W W tr 1 D.L. OPG. 4 LEAF WIDTH v �+ a s y U Q NOMINAL SIOEUTE WIDTH DOOR OPNG. WIDTH 36-5/8" MAX . SINGLE (X) DOOR 73" MAX. DOUBLE (XX) DOOR f#T c 0 •• ••• • 1Q •• FRAME WIDTH 0 p �cn `4+ `, o •• •� • ••••• • 0 u o W a • • 1 �1 o •• � K •• x EngrJAVAD AHMAD N 9 • : d CML 1 uo • • • • • • • • FLA. PE # 70592 o n ••• i i•• ' •. ...... • CAN. 3538 1�-- - --------- d ?� D ........ • 3 KSI CONI. • • '' °• `'' SIDELITE DETAILS Browing no. • °•• •' V''• ••• • • • v.;�D•E'• • : : : :• ; TYPICAL ANCHORS - W q I O—OS • SEE ELEVATIONS FOR SPACING STATIONARY UNIT (SIDELITE) SIDELITE WITH DOOR DETAILS ;CP 2U1�i sheet 9 of 12 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS00 0 1 V501 3/ DOOR FRAME HEAD/JAMB 6063-T6 V & V SELECTED EXTRUDER oI 2 V502 1 FRAME SILL 6063-T6 V & V SELECTED EXTRUDER OD 3 V503 1 SILL COVER 6063-T6 V & V SELECTED EXTRUDER Z z 4 V504 AS REQD. SIDELITE STILE 6063-T6 V & V SELECTED EXTRUDER N a 5 V505 2/ LEAF TOP AND BOTTOM RAIL 6063-T6 V & V SELECTED EXTRUDER g N a- 6 V506 1/ LEAF HINGE STILE 6063-T6 V & V SELECTED EXTRUDER 0 c 0 7V507 1/ LEAF LOCK AND ASTRAGAL STILE 6063-T6 V & V SELECTED EXTRUDER a u 8 V513 AS REQD. INACTIVE ASTRAGAL STILE 6063-T6 V & V SELECTED EXTRUDER W. 0 LL 9 V508 2/ LEAF SWEEP ADAPTER 6063-T6 V & V SELECTED EXTRUDER G a 10 V509 AS REQD. ` SIDELTCE ADAPTER 6063-T6 V & V SELECTED EXTRUDER V p 11 V511 AS REQD. GLAZING BEAD - 5/16" GLASS 6063-T6 V & V SELECTED EXTRUDER �' �> a _ 11A V517 AS-REQD. GLAZING BEAU - 7/16" GLASS -6063-T6 V & V SELECTED EXTRUDER 0. Q O 0 04�- 12 V512 AS REQD. REINFORCING STIFFENER 6063-T6 V & V SELECTED EXTRUDER O N 13 - 2/ LEAF 3/8" THREADED ROD STEEL - LL W N m 15 V514 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6063-T5 1-1/2" X 1-1/2" X 3/16" M Q ., :17 3/ LEAF BALL BEARING HINGE ASSEMBLY 17A - 3/ LEAF 3 PIECE HINGE ASSEMBLY - 18 - AS REQD. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A 19 - AS REQD. FIN SEAL PILE WEATHERSTRIPPING - - o 20 V516 AS REQD. 13ULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60±5 21 #8 X 1/2" AS REQD. GLAZING ADAPTER SCREWS ST. STEEL PH TEKS, AT 2" FROM ENDS & 8" O.C. MAX. o 00 22 #10 X 2" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS o ,n 23 - AS REQD. SIDE LITE ADAPTER SCREWS ST. STEEL M 24 #8-32 X 1/2" 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL FH MS v xa 25 - AS REQD. BUMPER SPACER SILICONE �j • v � LOCKS: SEALANTS: N v�Q o OPTIONJt:• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ? LL � ' PTI SILICONE. o 43> 000 ACTIVE LEA : ACTIVE LEAF: 0 Ln 3 POINT.LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC.- CONVENTIONAL DOOR LOCKSET WITH HANDLE BY -°> t M: 7/16" X 3" THROW BOLTS AT TOP AND BOTTOM 'SULLIVAN AND ASSOC.' LOCATED AT 39" FROM ENGAGING FRAME AT HEAD AND SILL BOTTOM = • OPTION #1: THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS KEY OPERATED ON EXTERIOR-AND THUMB TURN ON LOCK LOCATED AT 52-3/4" FROM BOTTOM INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.' 4-3/4" BALL BEARING HINGES 3 PER LEAF LOCK HANDLE AT 49-1/2" FROM BOTTOM LOCATED AT 46" FROM BOTTOM BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL PRODUC f REVISED INACTIVE LEAF INACTIVE LEAF CENTER HINGE AT MIDSPAN as cmrplyiag with the fTurWA ° HINGES FASTENED WITH #12-24 X 1/2" FH MS ak"Nas Codi W m '•' W CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.- CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.- Amptsace No 1S^a3!tS • _ `` a o 0 1/2" X 2" THROW BOLTS ENGAGING FRAME AT 1/2" X 2" THROW BOLTS ENGAGING FRAME AT OPTION #2: £irvallam ihl� o F_ N a HEAD AND SILL HEAD AND SILL 7-13/16" THREE PIECE HINGES 3 PER LEAF }� �•+� - V MANUALLY OPERATED LEVERS MOUNTED ON MANUALLY OPERATED LEVERS MOUNTED ON BOTTOM HINGE AT 8-3/e" FROM BOTTOM RAIL ilA►�1 Col.frol c INSIDE FACE OF LEAF STILE LOCATED AT INSIDE FACE OF LEAF STILE LOCATED AT u0 a a 10-3/4" FROM TOP AND BOTTOM 10-3/4" FROM TOP AND BOTTOM TOP HINGE AT 11" FROM TOP RAIL ° o o.� CAS&TE IE��T L&-WITH (2 TENED T` STIIIX WITH /71 Z O a cc cc CENTER HINGE AT MIDSPAN z .1 cc s HINGES FASTENED WITH #10-24 X 1/2- FH MS pJ 'n vl ryry' » 0 • AC/\TN,\E IiII •;• •/.:/�/•,,•••. • ;%\�\ AC�%\�TN•.\E IN/A.C/�/T•.NE Engr: JAVAD AHMAO CML FLA. PE # 70592 CAN. 3536 ovN1 ea drawing avo$d` no. LAVE ••• • • WgO_OS •IZaTE! LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. �) ��, sheet 10 of 12 co 4.000 o 078 4.688 9I TYP. .094 ° f m. 3:Z2' 0 O .626 0 O G Q 1.500 o i 2.125 75 0 N 078 ° ^ o o O gv TYP. a o 3-1/2" 4-3/4" C J >n ° ° (L �-2.016-� 4.000--moi o II o a 0 0 I o o FRAME HEAD/JAMB s HINGE STILE 0 0 1 M� 20 " p 0M o 0 aa � �i.750� 5.313 #12-24 X 1/2" FH MS CRS TYPE 23 0 .O N n'P CRS TYPE 23 2" FH MS Q w�u_ o 628 17A 17 1.984 1.750 3 PIECE HINGE BALL BEARING HINGE 4.000 3.500 4.688 = N .078 TM -------- J o P. 4.000 o; W C1 00 a LU) , 'Ij� 0 w � 8 INACTIVE ASTRAGAL STILE �' Z d. .626 0 4,000 U Li 5 TOP & BOTTOM RAILo h z o <i o 628 v-o Q iO i I,'. si L1.500 1.750 .078 . 84Sm>TYP. M ` ar +n 1.210 =33 t o 388 .094 z °I N a v L-5.313 j o N J Li J -jon .2.608 .125 ¢ v N= 7 LOCK/ASTRAGAL STILE TMP. 9 SWEEP ADAPTER3.532 3.782 2.200 � z � � PRODUC f REVISED N as complying wish Ike mrilk -�{ 1.134 l>mNfingCafe o w Lj W La -� w Lj It La 2.251 EiecpAiaMti•mI)n�cl5^0 �O.oS u C Wa .062 U TMP' 485 4.176 12 STIFFENER �+' l- ~"' °' z z X Z 1.164 .078 560 TYP. 3 SILL COVE •• • • ' ' ' N • • • • • • • • 719 ,045 u o w •• • • • • ••• • l 1.575 I .640 I • ' •i '•i '�' i i ••' t r �L. 4 SIDELITE STILE 11 � .501 ••• GLAZING BEAD - 7/16" GLASS Engr. JAVCM`AHMAD N o F • i i 1.133 FLA. PE 70592 o M • • • • ' • ' .498 CAN. 538 ...08S•. •..66Q�, �• ••• .5-�{6-3� � v H v u T 078 ••• • • • • • • • .462 .814 789 .050 drowin n0. -�19 TMP. • • • , • • • O L.609W10-084.d0 • • • -••- •• - 1.313 11A.. . 0 �; 201! - (21 FRAME SILL 10 SIDELITE ADAPTER GLAZING BEAD - 5/16" GLASS Ksheet I I of 12 OUzz !w t �Y o ' 3 O t. J Q �4 / 22 / Qtu N a 0 O O O 13 LL O dao_0 OaoOa aLL. � 3� N Wy 13 FRAME TOP CORNES Q w ~ � o � I m O CO SIDELITE ,SLIP ON JAMB CORNERujM LEAF TOP CORNER / o U / 22 Do z_ o o O ai / j C `CQ � (s 1 t, 1 d v O Ln Z E I tn v Z) _0 atm p J d�M•- Q J�tV= � PRODUC r REVISED TRANSOM CORNER sA complying with the MrW& x bs"ng GodoV) N to Accepluce No I g-,o 3!0-0� T N u N .pirNiw on —,0 —1 S3r2 o tEff a 3 22 i+il�ll' Ctthoi ai U U v N O O O z z z z 2 d N n o 13 •• ••• •• • • e •• � Engr: JAVAD AHMAD •t o • ••. • •• ••• • CML N \ • • • • • • s FLA. PE 70592 0 • • • • • • • • CA 3538 y, D o a ••• • • • • ••• • • drawing no. -LF-AE1OUOkC 0024 ••• :.•.: - - - - - �, 2(11, - - W10-08 . FRAME BOTTOM CORNER sheet 12 of 12 MIAMI-DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economX Lawson Industries,Inc. 8501 NW 90th Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product ERProduct Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves.the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4200/6200 Flange—Frame"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange—Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County ,Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted • here�rr.• •• •• RFAN WAL of thi*s NOA shall be considered after a renewal application has been filed and there has been • rt ghange in 244 applicable building code negatively affecting the performance of this product. • •••• rf FRMINAJIOj*of this NOA will occur after the expiration date or if there has been a revision or change in thFAiater•iAA,,*W, and/or manufacture of the product or process. Misuse of this NOA as an endorsement •• of mvy produet,*'iol-sales, advertising or any other purposes shall automatically-terminate this NOA. Failure •••••• to cpmply wit4 gy.section of this NOA shall be cause for tennination and removal of NOA. •••••• "yWTISRitFNT: The NOA number preceded by the words Miami—Dade County, Florida, and •• fo11o��4d by th®exfiration date may be displayed in advertising literature. If any portion of the NOA is fayed,then It shall be done in its entirety. dY�s� 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 No. 12-0307.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Janne D. Gascon,P.•E: NOA No. 14-0908.18 ]AMMADE COUNTY J' S Expiration Date: August 22,2017 Approval Date: December 11,2014 Page 1 r + Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L4200=6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. 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 arch-and a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated. 03/05/12, signed-and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 12-0307.06) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a rectangular-, a circular arch- and an elliptical arch fin-flame fixed window, prepared by Hurricane Engineering & Testing;Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09 2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NDA No. 12-0307 06) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 .. along with marked-up drawings and installation diagram of a rectangular V990:; ••• ; flit-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., .....: 'Ls; Reports No.'s HETI-09-2613, dated 09/04/09, HETI-09-2611, dated • ••• •• ;•49/(4/09, HETI-09-2585, dated 07/10/09, HETI--09-2581, dated 07/10/09 and .:.... .. J:IETI-09 2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. ••••• •••• :•(4nbmitted under previous NOA No. 12-0307.06) ••••• :****4. **M%reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 •••; ••WppS with marked-up drawings and installation diagram of a rectangular •••••• •-Ax- came fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 ...... .... . •••••• andlIETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327..11) Jaime D. Gascon, .E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-1 r Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—Seda,P. E. (Submitted tinder previous NOA No. 03-0327.11) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202--94 3) Water Resistance Test, per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a circular arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, both signed and sealed by Hector Medina,P. E. (Submitter)under previous NOA No. 02-0701.01) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin—fame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) C •..CALCULATIONS • 1. 'Anchor verification calculations and structural analysis, complying with FBC, 0000.. •;•••• ;prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, •. . 0 it SAO 0..000 .. 00 •• '900:0. ; '... :�S:dvnitted under previous NOA No.12-0307.06) •• •• 0 0 0 0 Gining complies with ASTM E1300-04/09 10000 0000.. D. QUA>�,,IY;X. ASSURANCE • *:***t. . Miami—Dade Department of Regulatory and Economic Resources (RER). . . 000000 0000 0000 Jaime D. Gascon,P. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E--2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624,02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas©Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423,15 issued to Eastman Chemical Company (MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitter)under previous NOA No. 12-0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09 2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580, dated 07/10/09, HETI-09--2613, dated 09/04/09, HETI-09-2611, dated 09/04/09,HETI-09-2585, dated 07/10/09,HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, .. all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. • ••; •••• ; Fonts P. E. (Submitted under previous NOA No. 12-0307.06) .....6. Labdratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, •, :J%111-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, •:•••• .. dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated.01/30/03, ••;•• •••• -IP-'I-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued • •• •••: •by�Iurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Seda, . .. (Submitted under previous NOA's No.'s 12-0307.06) ...... . ...... G•;•••bTHFIjS- •""1. 'Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their •• Series "4200/ 6200 Flange-Frame" Aluminum Fixed Window - L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime D. Gascon,P. E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-3 74,000' SERIES--4200 6200 FIXED IMPACT WINDOW — FLANGE FRAME WINDDW 12IDTH A D.L. OPG. 2' MA . o A A APPROVED WINDOW ELEVATIONS (L.M.IMPACT) TYP. ,� 00 - - t MAX. TYP. M I � AT CORNERS Q --- -- C) ca A A o WINDOW HEIGHT WINDOW HEIGHT F=- ---==a===== --__� ____ rn 0 A ~ WINDOW HEIGHT L7 ii ii 12' MAX. M w x Z• L7 ii ii TYP. E C't'I ii u WINDOW LEG'HT, oo J_4 0 �i LA Z oCZ V VIDTH M 3 D o -j Z q WINDOV WIDTH WINDOW WIDTH P:l A II- II _ 4 Lr) 00 0 0l QUARTER-ROUND ELEVATION PRODUCT REVISED � HALF—RQUND TYPICAL ELEVATION ARCHED PICTURE WIND -- as complying wtlthe Hlorda �• CQ Building Code Acceptance No V V• 18 d c�7 d B i ii L do DA C �, :LT wIiaml ado Product ConUo U WINDOW HEIGHTEXT. & INT. FALSE COLONIAL yy •-r Z WINDOW HEIGHT WINDOW HEIGHT - TYPICAL ELEVATION MUNTINS ARE APPLIED W/ FI TESTED UNIT AV SILICONE AND ARE H •. NOTE,. AVAILABLE AS OPTIONAL, ar f=, W�NDOH MAXIMUM GLASS AREA TESTED APPLIES TO o o o w WINDOW VIDTH GLASS TYPES: E, F, J, K AND L. — SEE w a � WINDOW WIDTH cfl A HEXAGON TYPICAL ELEVATION DESIGN LOAD CAPACITY TABLES ON SHEET 4 WINDOWS ARE •L.M. IMPACT HN W RECTANGULAR TYPICAL ELEVATION FOR SIZE LIMITATIONS OF EACH GLASS TYPE. W C4 SQUARE PICTURE WINDOW ELEVATION MIAMI-DADS COUNTY APPROVED SHUTTERS NOT REQUIRED Ia O a a I General Notes: WINDOW HEIGHT F WINDOW HEIGHT 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS - WINDOW HEIGHT OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE I�-I L ' LEG HT. VELOCITY (HVHZ) AND ASTM 1300--04. THIS PRODUCT IS IMPACT RESISTANT. WINDOW I (SHUTTERS NOT REQUIRED) Cq N WIDTH _Q WINDOW WIDTH 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING• 1 ULL`ROUND TYPICAL ELEVATION WINDOW WIDTH RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS ITO N y m • ••Soo OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. a o 00 .000 . . . RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE WINDOW EL ENATION 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES °' a 0:0••• ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . q y :0000. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE 0000 .. 000 .. .. ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND lu 0 0 0 0 TO BE REVIEWED BY BUILDING OFFICIAL. 'D 0 0 • 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, ANDWINDOW HEIb11ITi ••• • WINDOW WINDOW HEIGHFOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; ZCr••••• LEG HT. (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES).0:00.••• I 8.) WINDOWS WITH GLASS TYPES "B, C F OR G" INSTALLED ABOVE 30ft. IN THE HVHZ THE. • WINDOV VIDTH I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 0000 •::••:IDTH WINDOW WIDTH FC E(ZEYE BROW ELEVATION RESISTANCE REQUIREMENTS (FBC--2014, Section 2411.3.3.7). OVAL TYPICAL ELEVATION 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. QUARTER-ROUND ELEVATION 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE ,,,,��7111�t1l1►�� 0.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED •..�; �j��!"a (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) O;•' ''es ALLOWABLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, LL '6% SHAPES AS SHOWN, CAN BE VERIFIED r� N O O WINDOW HEIGHT BY INSCRIBING PICTURE WINDOW SHAPE 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE_ 'BY SIDE MULLED UNITS. Ni : WINDOW 1EI1"1 WITHIN A SQUARE OR RECTANGLE, AS 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI--DADE COUNTY APPROVED PRODUCTS o "° '-nn SHOW IN DOTTED LINES AND OBTAINING USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE ' ALLOWABLE LOADS FROM THOSE I W"ID SHAPES. PROVIDED PERIMETER LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE 0 • J, y1DTH t� WINDOW WIDTH FASTENERS ARE AS DESCRIBED HEREIN ENTIRE MULLED SYSTEM. FOR SIZE AND SPACING. 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS, d`t�o.�'-j OCTAGON TYPICAL ELEVATION "ELLIPTICAL" TYPI-A ENATION 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER -DISSIMILAR MATERIALS-TO BE - jF.t„a4`��o� F PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG.. CODE. . A #14 S.M.S. W/ 1 1/4' #14 S.M.S. W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY MIN. EMBEDMENT INTO WOOD. PT. WOOD BUCKS MIN. EMBEDMENT INTO WOOD. & TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) (SEE ELEVATION AT SHEET #1 (SEE ELEVATION AT SHEET #1 FOR MAX, FASTENER SPACING) � ''•, o O O FOR MAX, FASTENER SPACING) 1/4' MAX INTERIOR SILICONE ADHESIVE SHIN SPACE INTERIOR FINISH DG 1' MINS &T 0 BEDDING COMPOUND a to 4 Q Z E DISTANCE _` C Z NOT BY LAVSON INDUSTRIES, INc, LAMINATED GLASS �'' : < i/4' TAPCON W/ 1 1/4' M 00 E ---------------------------- 1NTERIO MIN EMBEDMENT INTO CONC.cp �n e' (SEE ELEVATION AT SHEET #1 (Fjl Q o _ .• .,,. - -- -- -- EXT. GRADE ! FOR MAX, FASTENER SPACING) CAULK e rn p i 2X 2x W 4 'v Z >- EXT, GRADE BACK BEDDING O ,z,W Z 1 1/4' MIN, - - - - - - - - 1 1/4' MIN, f _j Z 0 U F TO BE APPLIED BEHIND e 0 WINDOW FRAME FLANGE BY Fa F¢ MBEDM N --- - - - - - - - _"- '1= "_'_' =° °' EMBEDMENT w = q a W � WEATHERPROOF INSTALLER (TYP.) =r w rN, --- - - - 00 0- �+ MOISTURE BARRIE ! j q v - �--� BY OTHERS (TYP, - - ii i� _ � -I I -- _ ---_ -_------_- ..e EDGE DISTANCE o 1 1/4' MIN, ...... HBE�DMENT- ------------------------ ------ ------------ 8 !i i i = ,'' t'•. t0 EXT. GRADE EXTERIOR ``: �. w (v ,w UL }� li [ :►d• e. - 4KlKif4lEK�44�•tfK4K4KiK-(kCitK :'�' EXTERIOR �i i! i i CAULK ..,�•_,�fi•.r. ,-_.. U '� 0 I e EXTERIOR GRADE PERIMETER CAULKING tV -a.[:,• ;.`�C?•' .f:;{•,!:_1.,�: EXT. GRADE PERIMETER CAULKING NOT BY WINDOW FRAME WIDTH TO BEOAPP INDUSTRIES', DTBY OTHERS C] JAMB (TYP.) V 'MIN, #14 S.M,S. W/ 1 1/4' 1/4' TAPC❑N W/ 1 1/4' O STUCCO OVER METAL LATH NAILED TO DGE DISTANC MIN, EMBEDMENT INTO WOOD. MIN, EMBEDMENT INTO, C❑NC, W a N EXTERIOR GRADE PLYWOOD SHEATHING (SEE ELEVATION AT SHEET #1 (SEE ELEVATION AT SHEET #1 t TO BE SPECIFIED BY ARCHITECT OR G.C, FOR MAX. FASTENER SPACING) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWS❑N IND, N o a (EXTERIOR FINISH BY OTHERS) W NOT BY LAWSON INDUSTRIES, INC. D MUST SUSTAIN IMPOSED LOADS .99 c) EXT. GRADE i 1 1/e' MIN, CAULK EDGE WOOD FRAME INSTALLATION DETAIL 1 1 4' MIN, :''N; v i,' a a A EMBEDMENT r.: °•. e. 1 J4 MIN, :c A. .a . A w 4 v EMBEDMENT v a ►-, N •d` UuL li it o T 2 11 II \ A o c • � •••• • •• �� q EXTERIOR GRADE PERIMETER CAULKING a • • • • i� i . ! ii ii ►tn• 5 • • • • li ii ii ,,, _ - SILICONE ADHESIVE ••••• ••• •••••• ! !' ' !` !i ii BEDDING COMPOUND O 0 i. I, ii w I gWry; ••••• • ••• •••••• = I SII U ••�•• • •••• I !i ii • •�•••; •....• s ;� ! t0 w EXTERIOR ab x x ••••• 5 i illp ••�k•DOW•IN•STALLAT•+IF•SNOTES: 1/4' MAX. 00 d :Z.IUE WIN4gNj.FRAME•�L•AN(r TO BE BACK-BEDDED W/ AN EXT, SHIM p LAMINATED GLASS GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 2 TYP ;; ;; 10 BY WIND84P1NSTALLER (TYP,) 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO 1 1/4' MIN BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK EMBEDMENT EXTERIOR GRADE P BY OTHERS (TYP,) ? 'r •••"°•• "!� P" PERIMETER CAULKING v ��° ''••6` )��a•! ' WHEN THE GAP BETWEEN THE WINDOW FRAME- AND THE BUCK OR EXT. GRADE 'S LL MASONRY IS LESS THAN 1/8 , SHIMS ARE NOT REQUIRED. CAULK a a h4 O =�'; , ANCHORS NOTE: VI BY OR 2 BY fi A. WOOD BUCK .4t (hI ANCHORS TO BE #12 SMS OR WD. SCREWS INT❑ WOOD, OR P 1flb.UtT1'tEV1SFe z,� 4 t a`, 1 1/4' MINa s cGl 4 ilg"WkllleFforldn d EMBEDMENT,a, -4 4 aPttlr(11U (:G(iC no— WITH O / ]yam• Q E+p4 ''l",... � 1/4' TAPCONS or APPROVED CON(. FASTENERS INTO CONC., , a AocP tnnrgiJo j• «•V//�� .4.f.� _ I WITH A MINIMUM OF 1 1/4' PENETRATION INT❑ WOOD OR v ' CON(, AT 12 D.C. MAX, F .•Aia+n1 ado 1'lodUCt Centro A LAMINATED INSULATED GLASS COMPOSITION TYPE B 5/16" LAMINATED GLASS COMPOSITION -- TYPE A SILICONE ITEM DESCRIPTION DETAIL ! SCHNEE-MOREHEAD SM 5731 ITEM GLASS DESCRIPTION ,, �3 DETAIL DOW CORNING 899 a, 1 1/8' ANN. GLASS i TREMCO SPECTRUM 2 O O I 1 1/8' ANNEALED GLASS t/e' : ............. 2 0.090' SAFLEX PVB-SOLUTIA0,090' 1,00q A �l.�L ® •t/4' a»s, 2 0,090' BUTACITE PVB-DUPONT � ,�• :�••-=_--:_:- ---_.._ � � z � 31/8' ANNEALED GLASS M 0I u) '�' ==_ -_--__ $ 1/8' ANNEALED GLASS 1 2 ^0.340' A090' 0.310' 4 1/4 INSULATED AIR SPACE I i/s• _ _ ___ __� i .�, co 8 i, iii LAMINATED y q q A o 5 ( ) 1/8' ANNEALED OR TEMPERED GLASS 6/16" LAMINATED GLASS COMPOSITION - TYPED MONOLITHIC b a . iI i!i 0) O In ITEM GLASS DESCRIPTION 4L DETAIL ! r o LAMINATED INSULATED GLASS COMPOSITION TYPE C _ '! ! : ►� �+ F 1 1/8' HEAT-STRENGHTENED GLASS t/8' " i" 3 `' A ITEM DESCRIPTION DETAIL 0.090 GLAZING STOP Z w o O U _ 2 0.090' BUTACITE PVB-DUPONT i/e' =_-===- : 4 1 1/8' ANNEALED GLASS CIRCULAR WDWSa � .14 z d I 3 1/8' HEAT-STRENGHTENED GLASS I 1 2 0,340• . w = a w 3/16' _ p 2 0.090' SAFLEX PVB-SOLUTIA ^® �,4• a»s, 00 m 0- '" H I 3_ 1/8' ANNEALED GLASS in, » 3- 4 �- o Atm n91o• 13 32 LAMINATED_ GLASS COMPOSITION -- -TYPE E LAMINATED LAMINATED 4 1/4' INSULATED AIR SPACE ' �' ____-_= MONOLITHIC W MONOLITHIC A 1 I ITEM GLASS DESCRIPTION I 3 DETAIL o 5 (IK) 3/16' ANNEALED ❑R TEMPERED GLASS _j _ _ - - - - _ - _ _- 1 3/16' HEAT-STRENGHTENED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 0.090' SAFLEX PVB--S❑LUTIA 0 3/16 :_ -___ -__:_ -._-__ ___-_._._.__._._._-._ r, W 5 ITEM DESCRIPTION DETAIL 3 1/8' HEAT-STRENGHTENED GLASS 1 2 0.406' rn I �Vj 1 1/8' HEAT-STRENGHTENEA GLASS 1/e• ----•-•- �� O.b00' 0.600'--II ,.H., a i 2 0.090' BUTACITE PVB-DUPONT ® t/4• 7/16 LAMINATED GLASS COMPOSITION - TYPE H Cr 0.715' LAZING DEPTH GLAZING DEPTH DETAIL GC o 3 1/8' HEAT-STRENGHTENED GLASS ao�o V8' __ _ __ +a910 ITEM GLASS DESCRIPTION 3 rn 4 1/4' INSULATED AIR SPACE iil" _==__.......� 1 3/16' ANNEALED GLASS 3/16• __________ + 2 r' > S C�) 1/8' ANNEALED OR TEMPERED GLASS 2 0 _ 0.090' - - _ - _ _ _0.460• � H W z 090 SAFLEX PVB SOLUTIA ^'^� LAMINATED 3/16' :�:_:_ _:_ LAMINATED INSULATED GLASS COMPOSITION TYPE G 3 3/16' ANNEALED GLASS - 1" - - - - MONOLITHIC —SILICONE ❑PTI❑NS's o CQ ITEM DESCRIPTION DETAIL „ --__--_-_-__--= DOW CORNING 899 cis, KEl 16 LAMINATED GLASS COMPOSITION -- TYPE I SCHNEE-M❑BEHEAD 5731 • 1 1/8' HEAT-STRENGHTENED GLASS 3/16' '- _--'--' - - ` '- GLASS DESCRIPTION 3 DETAIL TREMC❑ SPECTRUM 2 A W 2 0,090' BUTACITE PVB-DUP❑NT ® t/y 0.775• --------- 1 -_ _ - _ _ =T ►7 r-� 3 1/8' HEAT-STRENGHTENED GLASS - _:= 1 3/16' ANNEALED GLASS 0.606' u 10910 0,090' f{ 4 1/4' INSULATED AIR SPACE 2 0.090' BUTACITE PVB-DUPONT 0.460' 3/16, :=:_:___:= GLAZING DEPTH 'S ANNEALED GLASS C�) 3/16' ANNEALED ❑R TEMPERED GLASS 3 3/16 1 cu v LAMINATED INSULATED GLASS COMPOSITION TYPE L , co 7 16 LAMINATED GLASS COMPOSITION - TYPE J LAMINATED/MONOLITHIC GLASS* . , ti m ITEM ;•• DESCRIPTION DETAIL ITEM GLASS DESCRIPTION 3 DETAIL TYPICAL GLAZING DETAIL N o o •• •!• 3/16' HEAT-STRENGMTEAIED GLASS ---'--'- =� 1 3/16' HEAT-STRENGHTENED GLASS ------- 0,09t: =___ • 3/16' -------- 3/16' m .. .Z. 0,090;•f11�IpCITE,PVB-I.IPONT (� - - - -; 4- v4• i .0.090' 0.460' • • 2 0.090' SGP-DUPONT _..-� o • 3/16' MEAT-STRE44 .TEIIED GLASS3 3/16' HEAT-STRENGHTENED GLASS 3/16• _ _ - _ y 1�3 ' 1/4:*%4SULATED AR•SPACE 1 0 0 0 3/1 ' T EVERED•CCA•M 7/16" LAMINATED GLASS COMPOSITION - TYPE K • •••ILIO t e S•••• ••• •• ITEM GLASS DESCRIPTION 3 DETAIL z z .... ••�----. •1.) SEE.,WET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. 1 3/16' HEAT-STRENGHTENED GLASS 3/16' MR0.460'•••A•2.) WiKbOi+Vlii WITH GLASS TYPES "B, C, F, OR G INSTALLED 090'A80VE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL 2 0,090' BUTACITE PVB-DUPONT BE.TEIPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 3/16 � ••• RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). 3 3/16' HEAT-STRENGHTENED GLASS 1 2 6 5 %`%li l t t l l r///, 12 12 - - - --- - - - - 'SILICONE ❑PTIONS'$ _ _______......_ / u. -------------- D❑W CORNING 699 N 0... O• ' SCHNEE-M❑REHEAD 5731 _ _ _ ......._ ___ 0c� _ i-- : TREMC❑ SPECTRUM 2 PRODUCT REVISED ~; r q 4 C' ► LAMINATED LAMINATED an mnplying c+i111 llle 171.orida . n INSULATED INSULATEDAwe teaice-No + �•� �O 2y1 < . 1-0.600j - r/T1 GLAZING DEPTH GLAZING DEPTH c � � a�ii I LAMINATEDZINSULATED GLASS TYPICAL GLAZING DETAIL 41 �y �^ E- iVlivni Dolle Product CO)"I'01 E-� A 42006200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY.-PSF 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY-PSF WINDOW DIMS. GLASS TYPES WINDOW DIMS. GLASS TYPES WIDTH LENGTH A 13 C D E F G H I J K L WIDTH LENGTH A B C U E F G H I J K L (in. (in.} +/.DP +/-DP +l-DP +!-DP +!-DP +l-DP +/-DP +/-DP +/_DP +l-DP +I-DP +!-DP (in.) in.) +/-DP +/-DP +/-DP +/-Dp +/-DP +/-DP +/-DP +l DP +/-OP +l-DP +/-DP +l-DP o A O� 24" 68 68 68 68 65 68 68 68 68 78 65 68 19-i/8" 68 68 68 68 65 68 68 68 68 78 65 68 Z a 30'' 68 68 68 68 65 68 68 68 68 78 65 68 26-12" 68 68 68 68 65 68 68 68 68 78 65 68 00 co 36 68 68 66 68 65 68- 68 68 68 78 65 68 3T' 26 68 68 68 -68 65 68 68 68 68 78 65 68 42" 36" 68 68 68 68 65 68 68 68 68 78 65 68 48" 68 68 68 68 65 68 68 68 68 78 65 68 a � t A k, 48" 68 68 68 68 65 68 68 68 68 78 65 68 53-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 0 O M. 68 68 68 68 65 68 '68 68 68 78 65 68 d d oc r. q 19-1lS" 68 68 68 68 65 68 68 68 68 78 -65 68 rn p N 60 `�68 68 68 68 65 68 68 68 68 78 65 6826-12" 68 68 68 68 65 68 68 68 68 78 65 68 � M =24x1 68 88 68 68 65 68 68 68 68 78 65 683T' 38-3/8' 68 68 68 68 65 68 68 66.2 66.2 78 65 68 3 tq • � H y 30" 68 68 68 68 65 68 68 68 68 78- 65 68 48" 68 68 68 68 65 68 68 63.8 63.8 78 65 68 Z >- o p W. 68 68 68 68 65 68. 68 68 68 78 65 68 53-1/8" 68 68 68 68 65 68 68 63.8 63.6 78 65 68 o p z 42' 48' 68 68 68 68 65 68 fib 64.7 58.3 76 65 68 19-1 J8 68 68 68 68 65 68 68 68 68 78 65 68 L w a - a 01 49' 68 68 68 68 65 68 68 %.6 51 78 65 68 ' 26-1/2' 68 68 68 68 65 68 68 68 68 78 65 68 ,--� 54" x x x 68 65 68 68 56.6 51 78 65 68 0 _ 3T' 50-5/8" 68 68 68 68- 65 68 68 66.2 - 662- 78- 65 60" x - - x - - x - 68 65 68 68 x x 78 65 68 _ � � 48" x x x 68 65 68 68 x 51 78 65 68 24" 68 68 68 68 65 68 68 68 68 78 65 68 53-1/8 x x x 68 65 68 68 x x 78 65 68 '� 'n I 30 68 68 68 68 65 68 68 68 68 78 65 68 v� o 35' 68 68 68 68 65 68 68 68 68 78 65 68 191/8 68 68 68 68 65 68 68 68 68 76 65 68 C 42' 60" x x x 68 6568 68 64.7 58.3 78 65 68 26"1/2 68 68 68 68 65 68 68 68 68 78 65 68 48' x x x 68 65 68 68 x x 78 65 68 3T' 58" 68 68 68 68 65 68 68 x 66.2 78 65 68 W '01x x x 68 65 68 68 x x 78 65 68 54" x x x x 65 x x x x 78 65 68 � 60 x x x x 65 x x x x 78 65 68 53 1/8 x x x x 65 68 x x x 78 65 68 'Z Z 24" 68 68 68 68 65 68 68 68 68 78 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 H A ® a 30" 68 68 68 68 65 68 68 68 68 78 65 68 26-12" 68 68 68 68 65 68 68 68 68 78 65 68 �+ U33T' 63" x x x 68 65 68 68 x 66.2 78 65 68 W. x x x 68 65 68 68 65.5 68 78 65 68 O 47' 72" x x x x 65 68 x x x 78 65 68 48' x x x x 65 68 x x x 78 65 68 p 53-119, x x x x 65 68 x x x 78 65 66 N 48" x x x x 65 x x x x 78 65 68 w a M. x ' x x x 65 x x x x 74.7 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 C/I HI A 60 x x x x 65 x x x x 72 65 68 26-12" 68 68 68 68 65 68 68 x 68 78 65 68 p 24" 68 68 68 68 65 68 68 68 68 78 65 68 3T' 74" x x x 68 65 68 68 x x 78 65 68 N V-64 O C41 30" 68 68 68 68 65 68 68 68 68 78 65 68 �' x x x x 65 68 - x x x 75,6 65 68 � w � • 36 x x x 68 65 68 68 64.9 68 78 65 68 53-1l8 x x x x 65 68 x x x 72 65 68 47' 74" x' x x x 65 x x x x 78 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 W 49' x x x x 65 x x x x 75.6 65 68 26-12" 68 68 68 68 65 68 68 x 68 .78 65 68 Q 54" x x x x 65 x x x x 71.5 65 68 �3T' 74-1/4" x x x 68 65 68 68 x x 78 65 686d' x x x x 65 x x x x 68.7 65 68 x x x x 65 68 x x x 75,2 65 68 H WCOD 2468 68 68 68 65 68 68 68 68 78 65 68 568 68 68 x 65 68 x x x 71.6 65 68 30 x x x 68 65 68 68 68 68 78 65 68 02 35' 84" x x x x 65 -68 x x x 78 65 68 42' x x x x 65 x x x x 78 65 68 \ 48 x x x x 65 x x x x 73.5 65 68 a oa o @• 24" �•• 68 68 68 68 65 68 68 68 68 78 65 68 0 � 3fi: • x • .. x x 68 65 68 68 x x 78 65 68 `14 a x x x 65 x x x x 78 65 fib a .. •:•" x X x x 65 x x x X. 76.8 65 68 24" x` x 68 65 68 68 68 68 78 65 68 Notes •j08" x x x 65 x x x x 78 65 68 a O 36 • x• • .x x x 65 x x I x x 74.7 65 68 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS. & SILICONE OPTIONS. • 4" x x •x 68 65 68 68 x x 78 65 1:1 )K 2•) WINDOWS WITH GLASS TYPES "B, C, F. OR G" INSTALLED 30 •4;?7:: x. .x x x 65 x x x x 78 65 68 e .• ' x x x x 65 x x x x 74.1 65 U ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL • " z z •.•. •••••• BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT d • • RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7)• , r � • Ox / rn W PRODUCT REVISED 3 as onmplyingwith the Florida " " 0 . B�tNngCode_ A brace No P o Datc /��. y� •.... I NOTE I •i�r P %% II WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED Ewr frlF> silk, W —-VERTICALLY -0R HORIZONTALLY AS SHOWN-ABOVE. — \diam ade Pmt'+c+Cnntcol _ _ _ E d A BILL OF MATERIALS Flo ER STW Sus ALTERNATE FRAME JAMB FRAME HEAD FAST NED FROM I FASTENED FRFR INSIDE TO ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS OUTSIDE OF fwwEs � 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 1/z•x 3-1/2' .UM � (Dm A z q 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - CO 3 L-7748 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - M to rn in (D r A o 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - �.� o A rn W) 5. L,.7711 4 GLAZING BEAD (5/16" GLASS- INSULATED} 6063-T6 - ��, �A tA- M w d 6 L-6211 4 GLAZING BEAD (7/16" GLASS INSULATED 6063-T6 - \y \ 3 v • 78 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS \ �� FRAME SILL or HEet� �j D Z cz d O `'' x A G4 v 62 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - FRAME A1" ® �� 00 n 4 c o 9 VWS-004 AS READ. GLAZING GASKET SOFT PVC = RECT. OR SQUARE WINDOWS W N 10 * AS READ. GLAZING SILICONE TYPICAL CORNER CONSTRUCTION E-� O CIRCULAR WINDOWS 11 PL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" OR MITER CORNERS A 0 0 0 6 � z 12 812-25H-357 AS REQD. "TruSeal" Duro Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE a FRAME RADIUS JOINT FRAME END CORNER Z z WINDOW FRAME EXTRUSION DETAILS ~ FRAME CORNER & JOINT DETAILS Z � w 2,643 SEALANT: W o O 1.281 310 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED C/I I„I 04 C a SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR W 1 w 78� 850'040 _� SILICONE o F .062 CQ TYP T .050 �1 w O 808 TYP, d .773 A 1.509 2 GLAZING STOP ��1J FHi C!1 FRAME HEAD/SILL/JAMB (5/16" GLASS) PRODUCT REVISED _ as complying with the Florida a .r 310 Building Cog Acceptance No r I .040 SEE MULLION APPROVALS FOR Expir n atc .040 QA a o o •• ,850 .250 MULLION TYPE, SIZE AND MAX. o • • X50•• • •• DESIGN PRESSURE LIMITATIONS. N • • •• • •'272 Miami Dadc Pro uct Control• r� • • .050 —r ALUMINUM MULLION A y •,OSOi • SEE MULUON APPROVALS FOR `o • • •• • • • T TYP. MULLION TYPE, SIZE AND MAX. 1•YP. • • .773 (ALUM. 0,078° MIN. THICK) • • .77'3 • # 12 X 3/4' S.D.S. DESIGN PRESSURE LIMITATIONS. • • • •• •• •• 4 NOTE: THE LOWER PRESSURES OF FLAT HEAD, PHILLIPS. v o 0 • • 'GI./�ZING �Tj�•• GLAZING STOP {7/16" GLASS) THE WINDOW OR MULL SHALL GOVERN ------- AT 12' D.C. MAX. INTERIOR NOTE: THE LOWER PRESSURES OF • . •• (3/8" &. 13/32;•GLASS) (- 1/4' MAX. THE WINDOW OR MULL SHALL GOVERN T SHIM 4 • • d,o •..... .050 INTERIOR I y • • •• •B50•0 •i ••i••i 5 .992 .050 .0 2 i !� � i # 12 S.D.S. X 1 1/4" L. • • • TYP. t AT 12' O.C. MAX. • • •• 10511• • r: T �, ii 1 .800 NOTE: ��>It f iry16845 6 i 1. ALL STEEL IN CONTACT WITH ��, * if t r�df i ALUM. TO BE PAINTED OR PLATED. INSULATED GLAZING STOP INSULATED GLAZING STOP „ � •..•••••..• � W/ 5/16" LAMINATED GLASS W/ 7/16" LAMINATED GLASS _ - - ------ i, ' --_.._.._.._.._.._ 2. METAL STRUCTURES: `Q:•• •.•� �,,, -- --- - iT ------- --- _„- --- A) STEEL : Fy = 36 KSI MIN. 050 ! ----- ; _____ - ____ (STEEL 18 GA. MIN. THICK - 0.048") co Q/ N U. __. W .r-a TYR-11� ,�_ J (ALUM. 01678" MIN6TH CK) IN. r ' to w `: U '808 EXTERIOR WINDOW FRAME PERIMETER WINDOW FRAME • `� = —� — — — — E2 SEALANT EXTERIOR -- - - EXTERIOR GRADE E •' �`' ( 8 .466 —d PERIMETER CAULKING � f GLAZING STOP (CIRCULAR WDW.) FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL °' A MIAMI-DADE MIAMI—DADE COUNTY rym PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niismidEide.gov/econoniy Lawson Industries,Inc. 8501 NW 90-.Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS-8700 (Flange-Frame)"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact.Resistant • l�ti1BTLING: Finch unit shall bear a permanent label with the manufacturer's name or logo, city, state, 4gr1g$„aud following statement: "Miami-Dade County Product Control Approved", unless otherwise noted • •••• Mrein' : . ...... .:.... RE,NEWAL,af tWs NOA shall be considered after a renewal application has"been filed and there has been ••••• ;olohonge itUi4applicable building code negatively affecting the performance of this product. ••" XF.9dMA,'1•.l 1%of this NOA will occur after the expiration date or if there has been a revision or change ••••' iii Ille materiel§,r iije, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement ...... of an}G produr.0 Jfpr sales, advertising or any other purposes shall automatically terminate this NOA. Failure •• 1;comply with aiay section of this NOA shall be cause for termination and removal of NOA. •• AbTERTISiMLNT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be-displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12-0127.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No.14-090.8,14 MIAM1-DADS COUNTY /�,�gQ+��"1 Expiration Date: April 11,2017 1 �J �u 6�r'� Approval Date: November 13,.2014 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. _ (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per'FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10--3049 and HETI-10-3051,dated 03/23/11, signed and sealed by Candido F.Font,P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked up . drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-1Q 3047, HETI=10-3053, IIETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. .. Font, P. E. (Submitter)under previous NOA No. 11-0705.10) •••• •••3. ; Toast reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • .....; 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ...... . . . . •• ;•;a�p;rg with marked up drawings and installation diagram of an aluminum horizontal .:.... .sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared ••••• ... ••+b}+•Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-30485 ••'•" •....: .•1MTI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, ••••; •• �,•�+;TI-10-3056,. HETI--10-3131, HETI-10-3224 and HETI-10-3226, dated •;••• ••• •; ••:03A23/11, signed and sealed by Candido F. Font, P.E. .•. : .(submitted under previous NOA No. 11-0705.10) •••••• ****@#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 horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda; P.-E. (Submitted under previous NOA No. 11-0705.10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908,14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI--08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font,P. E. (Subfnitted under previous NOA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 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 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTI --3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio • Figueredo, P.E. (Submitted under-NOA No. 02-0227,05) ••' C, •CAI:'GVLXTIONS 0000.. *1- AnChor verification calculations and structural analysis, complying with FBC, • •'p'rebared by Lawson Industries, Inc., dated 05/28/09,revised on 07/10 and updated on 0000.. .. . . . ' 1X1125/12 signed and sealed by Thomas J. Sotos P. E. 0000. ... .. ••• •• •••••; •(Sstbmitted under previous NOA No. 12-0127.08) *dazing complies with ASTM E1300-04/09 0000.. 0000.. 0000.. I7:"6:QUALIT-Y ASSURANCE 0:0006 '•••• ••••-••1. ••Nli6i Dade Department of Regulatory and Economic Resources (RER) 0000 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVB InterIayer." dated 04/11/13, expiring on 12/11/16. k Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423,17 issued to-Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51" Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted under previous NDA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127:08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, HETI-10-30491, HETI-10-3050, HETI-10-3051, HETI- 10-3052B, HETI-10-30533 HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI---10-3224, HET-10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael • ••••• E. Droz-Seda, P. E. (Submitted under previous NOA No. 11-0705..10) :" ••• �7. •.1,;Ioratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08- •;•••• .203 H 4, HETI-08-2035, ETI-08-2036, HETI-08-2037, HETI-082038, HETI- .' • V92116A and HETI-082116B, issued by Hurricane Engineering & Testing, Inc., ••••• •• •• t d 01/15/08 throe 02/28/08 all signed and sealed by Candido F..Font P. E. •••:•• .-(Nubmitted under pre vious NOA No. 09-0706.05) . •, •; •••:8. ••-L-9lioratory compliance letter for Test Reports No.'s FTL-3097, FTL-3098 and • ::WTIr3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, • ••••'• 1.2%11/O1 and 01/28/02,all signed and sealed by.Luis Antonio Figueredo, P. E. • •••• •••• •�(Stibmilted under previous NOA No. 02-0227.05) C. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal:Sliding Window - LMJ.", approved on 03/29/12 and expiring on 04/11/17. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-3 A Al A Al General Notes: t o 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE o REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH c� A Z VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT co in tq IS IMPACT RESISTANT._(SHUTTERS NOT REQUIRED) O0 1 o 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING cn E_ RESISTS THE SUPERIMPOSED LOADS 1N ACCORDANCE WITH THE REQUIREMENTS � o d o OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. o 92 1 q P4 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON °' 0o w ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3 v W z `V (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. Z w o q 0 B B1 B B1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE o W = ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND 000 a o TO. BE REVIEWED BY BUILDING OFFICIAL. G"' w T OX XQ 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES a c5 o NOTE: TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE z o 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, A1, B, & BI" REFER TO SHEET #3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). a 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D, & E" REFER TO SHEET #4 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 3OFT. ' O C 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. �' 0 A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. y 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. cr O w 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. o \\ // 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. w x a 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. H w NN 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE W V p E\\ D // E 14.) WOOD BUCKS IN CONTACT WITH CONCRETE .MUST BE PRESSURE TREATED AND ANCHORED CO (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER x B B 1 24 SECTION 11.3.3.3. A 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. Fi 16.) SEE SHEET # 5 FOR MULLION METAL ATTACHMENT DETAILS, NOTES & OPTIONS. H 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED co SOX -Equal Lite (1/3-1/3-1/3) WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN=ARE ACCEPTABLE BUT • •NOTES, • •• THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE o o : •••:1 REFER TO SHEET•2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. 61 cu , I ' .�..2� FO% ICAL FROSS•—SECTION DETAILS "A, Al; B, & Bl" REFER TO SHEET #3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR-MATERIALS TO BE w uw *• ' o q • 3) FOR JIOR]ZONT$)r OSS—SECTION DETAILS "D, & E" REFER TO SHEET #5 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. a 4 n e 0 •••04) REFER TO SHE4 ET.8.OF 10 FOR DESIGN LOAD CHARTS AND NOTES. .... 4. C. d d o 0 a a Ve o d a w 1111101111r, E3 B1 • U. 4,'6 a XOX Un-Equal Lite (114-1Z2-VA � O O * NOTES: - Ln 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. PRODUCT REVISED 0e C 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & Bl" REFER TO SHEET #3 as complying with the Florida '-- 3) FOR HORIZONTAL CROSS—SECTION DETAILS D, & E" REFER TO SHEET #5 Building Cade Q 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. AcceptanwNo �••+�� ,.•��( SERIES--8700 HORIZONTAL SLIDING IMPACT WINDOW E D 2O ` '�.';fill By * APPROVED ELEVATIONS Aiarnail I adeProduct Control A TEST UNIT SIZE: III" X 63" 85 3/8' OVERALL FRAME WIDTH TEST UNIT SIZE: 74" X 63" 74' OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS* 73' INTERIOR FRAME WIDTH O (A) 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A) 6 AT FRAME HEAD TWO ADDITIONAL ANCHORS ai REQUIRED AT MEETING RAILS (B AT FRAME HEAD IF DP ABOVE 70.0 REQUIRED AT MEETING RAILS 0 A (14 AT FRAME HEAD IF DP ABOVE 70.0) FOR UNITS WITH DP ABOVE (B) 6 AT EA. FRAME SILL FOR 70PSF (4ITTOTAL)ABOVE O q Z (B) 10 AT EA. FRAME SILL A Al +/- UNITE <4 TOTAL) 5' (8 AT FRAME SILL 1F DP ABOVE 70.0) W4; 5'4'(14 AT FRAME SILL IF DP ABOVE 70.0} MAX 11 375• (C) 5 AT EA. FRAME JAMB I— 1 1/2' 14' a010'781' 4' r � ►SEE GENERAL NOTE #3 & #4. � (MAX. � r � �(C) 5 AT EA. FRAME JAMB MAX. O.C. � (MAX. CJ r (MAX. O.C. M E- *SEE GENERAL NOTE #3 & #4. TYPICAL AT 5' AIL CCAL ATORNERS) N E q � s',� CORNERS) c a N rn (V i' 'I Ma I D.L.O. idth {I '� M E- i Max. D.L.O. WidthMax!,D.L.O. Width 3 .� EO O 24 3/8", 4I 24 3 , 13 1/4' O.C, 33 1 , w o p CW3 Z tD L----- + f------ 1T7 H h ;I I 4m l=7 ,�., n I I I' Lo W = W ,O 'I f1 W W ,D ;I I; n 00 � a- p W W B ==-=L-- Y 1/4' D.C. _3 ! I / r O - L------� o --- +--- -==a ==9 y O v] 4w W / J ---?r------11-4 / 13 1/4' O.C. 13 1/4' O.C. �. P4 z V W W �I W ~ o �' I� O �0 O '� N Zu '; ;' jam. { (-i �i ;• 'o .e ==�T==== = k=- ,o x == I===== k== I H I' x D.C. '� 0 13 I/4' D.C.3 1/4 Q Zi W . � , a O �S ' c o 5' w W x a C11 ANCHOR NOTES, ANCHOR NOTES, E,, & INT. FALSE COLONIAL 1. SAME ANCHOR SPACING AT HEAD & SILL EXT:MUNTINS ARE APPLIED W/ I. SAME ANCHOR SPACING AT HEAD & SILL EXT. & INT. FALSE COLONIAL [-1 rj 2. TWO ADDITIONAL ANCHORS REQUIRED SILICONE AND ARE 2. TWO ADDITIONAL ANCHORS REQUIRED 0p MUNTINS ARE APPLIED W/ W/ AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. AT MEETING RAILS FOR UNITS WITH W/ SILICONE AND ARE x DP ABOVE +70PSF / - 75PSF (4 TOTAL) DP ABOVE +/- 70PSF (4 TOTAL) AVAILABLE AS OPTIONAL, N�TEg '10" WINDOW EQUAL LITE "XO" WINDOW EQUAL LITE A x R&S &VERTICAL CROSS-SECTION DETAILS 'A� Al, B, & Bl' AT SHEET #3 "Orfs, "OX" REVERSED ) TEST UNIT SIZE: 111" X 63" 2. SEE HORIZONTAL CROSS-SECTION DETAILS C, D, & E AT SHEET #5 1, SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bl' AT SHEET 03 INSTALLATION FASTENERS * 111' OVERALL FRAME WIDTH 2, SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #4 H (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD -IF DP ABOVE 70.0) TWO ADDITIONAL ANCHORS (B) 10 A1'. FRAME SILLAlEQUIRED AT MEETING RAILS v'o • • A A 1 1� ' +/R UNITE (4ITH DP BOVE••114 AT-FRAME SILL•IF•f1P•ABOVE 70.0) ,� 15' SERIES-8700 HORIZONTAL SLIDING WINDOW • (C)•5 AT� FRAME JAMB • r(MA°x7o.c� , 4" (MAX. 1 u Ln a . •; ••, SEE GONERAL NOTE J3 #4. FLANGE FRAME ELEVATIONS — L.M.I. cu m • •••••• (TYPICAL AT LA • CORNERS) 2' 4 � •' 4 000 c • •00• c 4. • ••• • ••• 0.000• I; ;I i • • Max. D.L,O. Wid Ma . D.L.O. Width. a • ••. 0000 00***: . • 24 3/8•, ;� 33 1 13 t/4' D.C. c °r 0 0 • • • • •••• ,n ,J-------4-- is ° +' as .• ... F- ---�------ir-- se • • • 0000•• x a) V W • •• ••• • 0000•• W W t0 ;I I' n • •0•••0 • •• m: = E 'n 13 1/4' D.C. Y I w , .. ••• •....• . *cz 1 0000 �� - - - -- w W W w O I, O d v �`ts>E�erir�l, B B 1 i I v 13 1/4' D.C. � Uzi ,a 7:4 <= �_ �919 Q1 U.01 0 1 5' c t?I ANCHOR NOTESFT , r PRODUCT REVISED as emptying with the Florida 1. SAME ANCHOR SPACING AT HEAD SILL EXT. & INT. FALSE COLONIAL MUNTINS ARE Buldtin Code APPLIED W/SILICONE AND ARE AVAILABLE E r W 2. TWO ADDITIONAL ANCHORS REQUIRED AT pS OPTIONAL. Acceptance No g• � ��Q MEETING RAILS FOR UNITS WITH DP •+'` '(/? ABOVE +70PSF / =75_PSF (4 TOTAL) XOX WINDOW — UN—EQUAL WINDOW UN—EQUAL L TLIT Ex ' a ate 2�� y0�,�•, NOTES, - - - - - - - I"p r..: �, 1, SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bl' AT SHEET #3 By ��!! d 2, SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 \Banti ado Product Control A 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' MIN, EMBEDMENT INTO CONC. EXTERIOR GRADE- -PLYWOOD SHEATHING MIN, EMBEDMENT `INTO WOOD (SEE ELEVATION AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 ' FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) 1 1/E3' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. o o F to INDUSTRIES) MUST SUSTAIN LOADS IMPOSED f ,'""tf'r 1.00 A °� EDGE DISTANCE BY THE GLAZING SYSTEM 00 to C) to Q. v a a 1 1/4' MIN. v :°• Z o 0 .,,�•. �` a . AEMBEDMENT 4 yam} m 4 V ' vv d ' ,7J 2X � M 4 W o c 1' MIN. 3 EDGE ANCE :y _J z o L La 3- a) EXTERIOR GRADE 1/4' MAX. - ',t:: 1 1/4" 1 2 i 4 � - a 5 SHIM SPACE • .-,-... �.� 2X MIN. EMBED.) aO � o PERIMETER CAULKING (TYPJ , ti :- Z ,! ii 15 I H N m A ii i! ii ii EXT. GRADE PERIMETER 1/4' MAX. o !i if !i !i ii SHIM SPACE a Ca) 14 !: :! 15 !i !i ii $ CAULKING N❑T BY Q i. I 1: !; LAWSON INDUSTRIES', !! ii i! if ii TO BE APPLIED BY OTHERS CTYP.) C/I W (TYP.) !i !i if r4 O U i, if ii y ii li I! if II II II 11 11 is I: li it !I I! 11 !1 IIII {1 11 !I I! V CLEAR SILICQNE ADHESIVE EXTERIOR !! if !! �i BEDDING COMPOUND i INTERIOR a • LO M 34 ii W w A l ; �; !i p z m EXTERIOR INTERIOR I I; rc itALTERNATE DETAIL ;: ,! ; ; H U X i! it LAMINATED GLASS Q Q p9. H if J i! I if ii is 1: cu I I! !! v u- • w.o S ii 33 w m i! 'i WOOD FRAME INSTALLATION DETAIL ... .. { 14 I I. 5 !i is •o so I i° i cu 6 !! a i! i! i! {4. ,) c I I' I' • A I ii i! 'i i! I! " WINDOW INSTALLATION NOTES: z ...... ; li ii 27 II !i {! ,! ii N t y •• •• • •• •• { ii !! !i ji ii !i ii ii 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. s H • • • 1 it I I: :1 I' I ' {' L • ..� ••• .•.... 1 �! ,! !i 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 0 •• :. .•.. 28 !' !! BY WINDOW INSTALLER <TYP.) ••••• I! ;! SILL RISER - OPTIONAL c o 0 • •••• r ii I? r 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO o 0 •• •. J I ' I !- ;I 1 II APPLIED WITH SILICONE c • •••••• I SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK U a .. .. ••:•.. SHEETS #4, #S, & #6. BY OTHERS (TYPJ z 64 2 '•••' •"• I III • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR .'�. ' • I I 10 32 •�3 I I� MASONRY IS L1;55 THAN 1/8', SHIMS ARE NOT REQUIREp. 26 I, •••• III 26 III B - 9 ANCHORS NOTE: o ......... o . . EXTERIOR GRADEANCHORS TO BE #12 SMS ❑R WD. SCREWS INTO WOOD, ❑R ��t1f111rUr� ' EXT. GRADE 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., �� .0 PERIMETER CAULKING +:::•'..:::::;.:.::_ WITH A MINIMUM '❑F 1 1/4' PENETRATION INTO WOOD ❑R �OCj••.••" .�� CAULK ............................. CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) . r d_ A : 4 i1 .1/4-' MAX. d e 4 SHIM SPACE _ q N �# a A- I 4 SHIM SPACE a 4• a• ' �• it dv J ''`. it d (TYP.) ul (TYPW t . d 1 1/4' MIN. Q -1 1/4 MIN. 'n EMBEDMENT 4.Q ° EMBEDMENT ° PRODUCTREVISCD 4 .d a as complying with the Florida v Building Cadc ter} 0861 r•�QQ v } n I a I 1 1/8' MIN. AcceptsncoNo ~VV VV• 1� o EDGE DISTANCE E a 2�� a ��Ntt - - -SILL--INSTALLATION ETAIL AT "XO or OX" a _ OPTIONAL INSTA D rniami de Product control � 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP,) a BY OTHERS (TYP,) 2, WOOD BUCK AND FRAMING (NOT BY LAWSON '� O w INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED o o z A BY THE GLAZING SYSTEM �O to C4 z a INTERIOR FINISH to (BY OTHERS) _ � o ED E- PT. WOOD BUCKS a F o 21 23 LAMINATED GLASS 33 m O U) 1/4' MAX, SILICONE ADHESIVE 1/4' MAX. a 3 v #14 S,M.S, W/ 1 1/4' _ r- SHIM YSPACE BEDDING COMPOUND SHIM SPACE '-. a Z r y MIN, EMBEDMENT INTO WOOD, (SEE ELEVATION AT SHEET #2 V INTERIOR (TYP,) J z o FOR MAX. FASTENER SPACING) 2X '' 00 7 17 34 3 - opo a �' o 5 27 1/4' TAPC❑N W/ 1 1/4' o 1 1/4' MIN, - MIN. EMBEDMENT- INTO-C❑NC, - z to 0 (SEE ELEVATI❑N AT SHEET #2 EM ENT -__- _-=___ _ _ _-- _ _ _ FOR MAX, FASTENER SPACING) o CO 1' MIN. =_=-- _- ---- - ------------------- Q - U EDGE .,, DISTANCE 16 ;� z a 1 1/4 MIN, ►i 8 1 1 - -- - _ _-_ _ ____-____- EMBEDMENT vi {{{{EEEEEEKK{((«EEE 17 c'�`EEEEEEEEfEf1{E{<EEEE ----- ------------------------- ------- ° . a EDGE DISTANCE 4 0 �1flffhSSSSS ___- W A I IV EXTERIOR WALL FINISH _ :,. a, d H w .4 BY OTHERS (TYP.) �• _ --': 28 ' " , _ a � p a E , � - �' O 4 EXTERIOR 14 di •_� - � � 00 w EXT. GRADE 4. d t} I STUCCO OVER METAL LATH NAILED TO CAULK :r•2:• :=:ry = Y' (/] U ' EXTERIOR GRADE PLYWOOD SHEATHING EXT. GRADE PERIMETER �� `f'� •�:: i•:_ Q TO BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES-, NOT BY LAWSON INDUSTRIES, INC, TYF) APPLIED BY OTHERS 73' MAX, WINDOW FRAME BUCK WIDTH ..-.-._.-.-._._.-._._._.-._._.-.-.-.-.-_-.-.---.---.-.- ... .. .. • •e•• • • • • • ' MAX, o 74O ' .....: co WINDOW FRAME FLANGE WIDTH a avi o • �•�••� - "XO" WINDOW EQUAL LITE ' • •••• •• •• •• "OX" N • ( OX REVERSED ) 4 a .... . ... ...... .••• . •••. � 0 0 • """ 30 31 WINDOW INSTALLATION NOTES: a o • g ••• • •••••• g 1. THE WIND❑W FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT, Z z z • • •• GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE ` •+ i ••.. .. • .• : -- +!"-- BY WINDOW INSTALLER (TYP,) ;a N ' 2, THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO ti BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 22 21 BY OTHERS (TYP.) rc • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR rj MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. 5 .••..•....�A F - ANCHORS NOTE: 4 ' ✓l, `�' h LL ANCHORS TO BE #12 SMS OR WD, SCREWS INT❑ WOOD, OR N O LOCK LATCH AND SWEEP) OPTIONS 1/4' TAPC❑NS or APPROVED CONC, FASTENERS INTO CONC., a h' WITH A MINIMUM OF 1 1/4' PENETRATION INT❑ WOOD OR 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCTREVISBD LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 0.1 complying with the Florida 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED BuAc ilding Codc FOR USE ON ALL WINDOWS. ExceptanceN a ./ i• '� '•'"• fl 3. -TWO (2) LOCKS ARE REQUIRED-PER EACH VENT. _ By �i��Es��o P �%a� viian*A Dade Product Control A # 12 X 1 3/4' S,M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET #2 o A E+ FOR MAX, FASTENER SPACING) PT, WOOD BUCKS m � q A a CLEAR SILICONE ADHESIVE0 1/4' MAX. 21 22 23 34 BEDDING COMPOUND LAMINATED GLASS a. �M °j zo SHIM SPACE 1/4` MAX, M ip E-+ E* (TYP,) SHIM SPACE 33 EXTERIOR �' o �° O 7 17 <TYP.) o C) �. A H in O in 5 27 30 31 3 to 1/4` TAPC❑N W/ 1 1/4' Zz tn � MIN, EMBEDMENT INTO CONC. z (SEE ELEVATI❑N AT SHEET #2 0 0 A FOR MAX, FASTENER SPACING) a= o :. ._., , Z_ rn o 16 ° o CO 1/4' IN. ; 1 1/4' MIN, p p a _-.. _ --- -------------0--E---- . ` EaaM,Y_.B.ED.vaM.>E.NT•=-=--MBEDM 17 g 18 UWc Z o 1 1/8' MIN. A x EDGE DISTANCE Ey o------- -------- P4 EXT. GRADE EXT GRADE CAULK oCAULK o � CC) w c • WINDOW FRAME BUCK WIDTH Q `�,' o H WINDOW FRAME FLANGE WIDTH .. "XOX" WINDOW EQUAL AND UN—EQUAL LITE o • 6666 • • • cu .- • • • • • 'n m •••••i '+' U p a 4 •••••• WINDOW•INSTALLAZION NOTES: a �- • • 6666•• vivi a, .••... 1. TN6 WINDOW FZ :FLANGE TO BE BACK—BEDDED W/ AN EXT. +s' .6i66 GRAflEiCAULK:14GUGHOUT THE ENTIRE PERIMETER OF FLANGE +�' L 0 •••;•• BY WINDOW IN514{ LER (TYP.) " :••••: 2. Tf if•f:%rOSED•"js PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK u a • BY bTHERS (MM.• 0 6666•• • 600000 z 4) x6009 x h • WHEN•TNE GAS' $ETIEEN THE WINDOW FRAME AND THE BUCK OR •• ••• MASOi RIRIS LESS-THAN 1/8", SHIMS ARE NOT REQUIRED, a ANCHORS NOTE: W4A; ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR ��ttt{{tri 1/4' TAPCONS or APPROVED CONC. FASTENERS INT❑ CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) `,�O'•' U. ••� '?e rq N 0 p �, � W • Ln PRODUCT RE;VISf-0 N 4C. as coiuplyutg Wilk dte Florida • ••'G+`< Building Code ��• ��• p� Acceptance No �� ••..... yLami a&pro uct Control � DESIGN L OAD CAPA CITY(PSF) - OX or XO WINDOWS # # +/- Pressures (P4 c o WINDOW Jamb H& S Glass T pe"R' *2 Glass T pe "B" *2) Glass T e "C" {* 2) Glass T pe "D" *2 Glass T pe"F' * 3) Glass T pe "F"{* 3) o A WIDTH HEIGHT Anchors Anchors + psf - psf - + psf - psf + psf - psf + psf - psf + psf - psf + psf psf � `� z 24 24 3 `3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ;7, 00 o a 36 243 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ai � q a o 60 24 3 6 65.0 65.0 65.0 65.0 . 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 3 o M 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 . ,-" w z A 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o Z a z 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 c, o 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 , o 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z o 72 36 3 6 65.0 65.0 65.0 .65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48- 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z a z 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 I/l 0 o 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W w x z 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a a o w 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - (� c 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z a . 9 '53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 . 80.0 80.0 80.0 80.0 H 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.37.5_ 4 4 =65.0_- 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 .37_ ' .X8.37,5= „ 4 4 65.0"`� >�`65.0` 65.0 65.0 70.Q 70.0 7Q.0 70.Q 80.0 80.0 80.0 80.0 s ti If*53:125 ,38.37§' 4 6 ,f-65.0y_,r 65.0= DESIGN LOAD CAPACITY(PSF) -XOX WINDOWS with Un-Equal Lite 1/4-112-1/4 + /- Pressures (pso co �r- ::FRAME SIZE # Jamb # H & S Glass Type "B" (* 2 G lass Type "C"-(* 2) Glass Type "D" (* 2) Glass Type "E" {* 3} Glass Type "F" {* 3) G lass Type "G" {* 2) o A WIDTH HEIGHT Anchors Anchors + sf - psf + sf - psf + sf - sf + sf - sf + sf - sf + sf - sf o a z H a 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M o 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "' El 1 84 •24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0. `" a o w 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 : 65.0 -75.0 52.0 52:0 65.0 75.0 o a o 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z � o c C7 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 ' 65.0 75.0 � W = o 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 co M 11- P o 96- 36_ 3_ 10 70.0 75.0 -7-0.0 75,0- - - -65.0 75.0 65.0- 75.0 52.0 52.0 _ _ 65.0 J 75.0 0- 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z o 60 48. 4 7 70.0 75.0 70.0 75.0 65.0 75.10 65.0 75.0 52.0 52.0 65.0 75.0 a 72 48 4 7 70.0 75.0 70.0 75.0 .65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 04 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U a 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 75:0 52.0 52.0 65.0 75.0 z 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 `r N 72 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U) o P4 84 60 5 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w w x 0 96 - 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a z 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �, U 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U) °° a 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 # 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 - - 52.0 52.0 _ 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5.. 38.375 4 9 - - 52.0 52.0 65.075.0 65.0 75.0 52.0 52.0 65.0 75.0 o •79.5• 450.62 5 • 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N •79.5... .: 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Cc d M o . ` 79.5 63;•;, ; 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s 4 .-1.06.26. 26 .. in 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s . •'*06.25 •'38.375•• • 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • T06.26-- -Z0.625' . 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65`.0 75.0 d d • 64t06.25 . 58.... . 5 11 - - 52.0 52.0 _..-_65.0 _ ._75.0 65.0 75.0 52.0 52.0 65.0 75.0 ZE C ••1.06.25 ' • 63•••.• • - - ° 5 11 52.0 52.0 65.0 .75.0 . 65.0 75.0 52.0 52.0 65.0 75.0 ? z z 1 41 111 26: .' . 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "111 • -38.37 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65:0 75.0 111 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 - - 52.0 52.0 1 65.0 1 75.0 65.0 75.0 52.0 52.0 1 65.0 75.0 111 63 5 1 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 % PRODUCT REVISED ° r %••"..... • y as complying%VM the Florida �� N� B Wlding Code y O$ / Notes � • ` LL ,6.•• �,Q # ' i• P: 1• �: 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. Acceptance No Qv Uj O_ { Dnt I S w ti 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW WINDOWS WITH GLASS TYPES A B C, ( & D") /�� i/� /�� ' 20 S�LLRISER - OPTIONAL a •�� ' vliaml a Pcbduct Con 3.) SILL WITH RISER ADAPTER ARES FOR WINDOWS ABOVE +70.0 DP j� j�'� j�r I `I APPLIED ABOVE SILICONE ILI 0PSF o (WINDOWS WITH GLASS TYPES 'E, & F ) AND +80.0 DP MAX. i FOR ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON 1 2 (+80.0 DP MAX.) f �/'•••..... WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) a i�Ih 4.) WINDOWS WITH GLASS TYPES "A,_C, OR G"_INSTALLED_ABOVE 30FT. �Iffl Ili1��y i IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX Un=Equal Lite A DESIGN LOAD CAPACITY (PSF) -XOX WINDOWS with Equal Lite (113-1/3-1/3) + /- Pressures (psf) o a FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "13" r 2) Glass Type "E (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) a z WIDTH HEIGHT:, Anchors Anchors + psf - psf + psf psf + psf - psf + psf - psf + psf - psf + psf - psf M ' L') � �o 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a a z m 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0° 75.0 O1 o 0 � M w o 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ZtjZ ., 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W = z 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 00 M 0. O a 60 _ 48 47 - - 52.0 52.0 - 65.0 75.0 -65.0 _ 75.0 52.0 52.0 65.0. 75.0 _ �. .� o- o 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 2 co 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a '4 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U 72 60 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 k 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z a C, H 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0NCIP" 0 53.125 -38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W 04 x 0q 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " w � a o z 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 53.125 63co 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a a x 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75:0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52:0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z a 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 co • Ti'•• 6 •• 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0CU CD s • 79.5•.. ; 2 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0' 75.0 52.0 52.0 65.0 75.00 .. 4 4 h •� 79.5 . 38,$7:4. 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 S • •• 79.$. 50.62 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o •. .. 79.5 58.... 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .: 79.3' 63'••• 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U .. Is. 84 . 26•:.. 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z o • 840 ' 38.3754 9 70.0 75.0 52.0 `52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84:::' ' 50.625 4 9 - - ..52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a a 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 I'RODUCTREVISED 00 ' as coritp4yfit'g wkh tLs N1o1Ida 5••' '•N,r<"',� ' Bul'lding CodC ��[�. O•• •"i 1•i tv; A� tune No/W_ 08. 2 �L. •. Notes �: 1. SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. Ex 'a'onn AA � O 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C. & D") SILL RISER - OPTIONAL " ~cul �. . Aiami Dade Product ntro! 20 = 0• 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP \\' \�• /.� ' 1 APPLIED WITH SILIC❑NE •; o �,: \\ �� (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. I l FOR DP ABOVE +70.0 PSF Z ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON i\ 2 (+80.0 DP MAX.) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) �.(•••'• 4.) WINDOWS WITH GLASS TYPES "A, C, OR G° INSTALLED ABOVE 30FT. �\ �i I, lflfl�!pt%%% 00 E -- - - -- -IN THE HVHZ,-THE I.G. EXTERIOR-LITE SHALL-BE TEMPERED. - - - - XOX -Equal Lite - - _ - - - _ _ - _ - A 11 - # 12 X 3/4' S.D.S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS 33 19 ALUMINUM MULLION FLAT HEAD, PHILLIPS. t O SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET #2 ITEM �! PART # "QD. DESCRIPTION REMARKS 0 A 34 MULLION TYPE, SIZE AND MAX. FOR MAX. FASTENER SPACING AND O 'SILICONE OPTIONS' DESIGN PRESSURE LIMITATIONS. ------ DP TABLES,FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM c0 O q DOW CORNING 899 (ALUM. 0.078" MIN. THICK) ----- 2 L-870] ! FRAME SILL 6063-T6 ALUMINUM to w tq a SCHNEE-NOREHEAD 5731 �� i M 00 U) Ey 0.600'-� Cn 7REHC0 SPECTRUM 2 3 L-7701 1 FRAME-FXD, JAMB 6063-T6 ALUMINUM M is _ U o NOTE: THE LOWER'PRESSURES OF F GLAZING DEPTH INTERIOR 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM f/i a �' V d w LAMINATED GLASS COMPOSITION - TYPE B THE wWDow OR MULL SHALL GOVERN ! I 0 to A4 C4 0 Ifl 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM o Fx r q �r IA 4m 0ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION ___- -) p ~ _ - - - 6 L-7707 I VENT TDP/BOTTOM RAIL 6063-T6 ALUMINUM r,l 1 1/8' ANNEALED GLASS ��e" SAFLEX/KEEPSAFE _ _ 7 L-8703 ] FRAME VENT JAMB 6063-T6 ALUMINUM 2 0.090' PLASTIC INTERLAYER = == Byi 'SOLUTIA' Z W O O 'z O 3 1/8' ANNEALED GLASS I 1 a34o 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM -.1 Z q LAMINATED GLASS COMPOSITION - TYPE D 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM o IA W = 00 m o_ - 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM ' Q TTEM GLASS DESCRIPTION DETAIL LAMINATE DBSCRWTION 1 I/8' HEAT-STRENGHTENED GLASS / _. -- _.___ -, ---=------------ 11 L-7708 AS REQ'D. GLAZING BEAD < 3/8' ) 6063-T5 ALUMINUM Z vT O HUTACITE PVB --_- dd O 2 0.090' PLASTIC INTERLAYER 1[9' - :-:--- - Byi 'DUPONT' 12 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS E m 3 1/6' HEAT-ST1RENGHTENED GLASS I I na4o• EXTERIOR GRADE WINDOW FRAME 13 FS-040 AS REQD. INSTALLATION SCREWS #14 SMS F.H./PHIL, '� OCA A a LAMINATED GLASS COMPOSITION - TYPE E PERIMETER CAULKING EXTERIOR 14 L-7531 AS REQ'D, VINYL BULB 1/4' DIA. BULB #3033 Z t T{'EM GLASS DESCRIPTION DETAIL LAMINATE DBSCRUMON 15 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .230' h U 0 9 1 1/8' NEAT-STRENGHTENED GLASS . ____-_-- E2 FRAME MULLING DETAIL , Z q ; 16 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187 w x .350' h 2 0.090' PLASTIC INTERLAYER _ _ _ _ SAFLEX/KEEPSAFE Z Fi Byi 'SOLUTIA' 17 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 3 1/8' HEAT-STRENGHTENED GLASS 11- 0.340' 18 L-7711 AS REQ'D, GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM LAMINATED GLASS COMPOSITION - TYPE F SEE MULLION APPROVALS FOR 19 PWS-001 AS REQ'D. PILE @ GLAZING BEAD 187' w x .150' h O E, ` [ GLASS DESCRIPTION DETAIL LLNATB DESCRIPTIONMULLION TYPE, SIZE AND MAX. �+ W AM DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM,- ❑PTI❑NAL H a 'x A 1 1/8' ANNEALED GLASS /e --____— NOTE: THE LOWER PRESSURES OF (� b oma• HUTACITE PVB 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM w O 2 0.090' PLASTIC INTERLAYER .= _:-' = By, 'DUPONT' THE WINDOW OR MULL SHALL GOVERN p 3 1/8' ANNEALED GLASS I 1 a34o 1/4' MAX. # 12 S.D.S. X 1 1/4" L. 22 HC-057-1 2 VENT M❑LIED SPRING LATCH M❑LIED NYL❑N n - 00 SHIM (SEE ELEVATION AT SHEET 02 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL INTERIOR FOR MAX. FASTENER SPACING) t/] 19 19 X5=,1 24 2 SILL/JAMS JOINT GASKET 1/16' CLOSED CELL FOAM W 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.N./PHIL. A `~ -- ----- rZ W a 26.1 HC-044-1 2 WEEP FLAP & BAFFLE t/] --_-.- __ 'SILICONE OPTIONS', 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. DOW CORNING 899 27 - HC-040-1 2 SASH ROLLER & H❑USING >� •• SCHNEE-HOREHEAD 5731 0 '" w • •' •0.600'• TRENCO SPECTRUM 2 28 HC-026-1 1 SCREEN FRAME & MESH r o 0 �• ••� •GL41ZIt18 DEPTH 29 �rt 1 ATTACHMENT SCREW @ CLIP #8 X 5/8' S.D.S. `� ,� o ••• LATE ``L''AM NATED GLASS COMPOSITION TYPE A N "m a •' rn CLASS AESCR�jQ1v•; DETAIL LAMINATE DBSCR[PTION .1Z_ J 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON '- .: ItBi ANNEALED GLAS>; ... _ 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL Q Q y - L s • 0490 BI,gSTIC 1 G w - ® .1/4' SAFLEX PVB PERIMETER WINDOW FRAME NOTE: 32 L-8830 X Anchor FRAME SILL,ANCHOR CLIP 6063-T5 ALUMINUM +�' o •• 1/8' ANNF�LED GLAST•• TTI By, 'SOLUTIA' SEALANT 1. ALL STEEL IN CONTACT WITH d `'' I EX'T'ERIOR ALUM. TO BE PAINTED OR PLATED. 33 � 2 LAMINATED GLASS See Detalts @ L.H. of sheet 9 aLo � 0 0 • 1 TEA A R S@ = _ e y r o 2. METAL STRUCTURES: 34 AS REQ D. GLAZING SILICONE See Detalts @ L.H, of sheet • 1/8'.,ANNEALED GWS")& I 1 a34o a A) STEEL Fy = 36 KSI MIN. 35 OPTIONAL AS REQ'D. C❑L❑NIAL FALSE MUNTIN ALUMINUM ` •• •• ••• LAT INATED GLASS COMPOSITION TYPE C (STEEL 18 GA. MIN. THICK - 0.048') Z n B) ALUMINUM : 6063--T5 MIN. 36 SM-5504• AS REQ'D. JOINT SEALANT x a', 9y pEscRutdk e 01 ]AMINATE DESCRIPTION (ALUM. 0.078" MIN. THICK) 37 AS REQ'D. PERIMETER ACRYLIC CAULK ❑SI P❑LYSEAMSEAL ¢ ac 1 1 al.0WEALED GLASS -_::-1 METAL STRUCTURE ATTACHMENT DETAIL 2 0.090' PLASTIC INTERLAYER Q J/4' PVB E 1 3 1/8' ANNEALED GLASS e/ - ___--=-FF By, 'DUPONT' , 4 1/4' INSULATED AIR SPACE S 1/8' ANNEALED GLASS (m) 1 a34o INSULATED LAMINATED GLASS COMPOSITION TYPE G �j ..•••��•''•. r''�, ITEM GLASS DESCRIPTION 44 DETAIL LAMINATE DESCRIPTION u. • �`� 1 1/8' HEAT-STRENGHTENED GLASS �L- _ ______1 2 0.090' PLASTIC INTERLAYER Q 111 4 J/4• PVB 1�e?- , 3 1/8' HEAT-STRENGHTENED GLASS - I Hy. 'DUPONT' ___ _ _ 4 1/4' INSULATED AIR SPACE I V9' = 1 PRODUCT REVISED G J as complying with the Florida c (� 5 1/8' ANNEALED GLASS (•) I I aa4a Building Cadc �w1 Q- •: G1,�v' (a) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE 30FT. Acccptanewe IO_ 10, • W `•... IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL $E TEMPEREII. E A Bvi) it iamf t)1vdlct GLAZING DETAILS AND OPTIONS �j� IOoatro q FRAME HEAD FRAME FIXED JAMB SILL TRACK FRAME JAMB L-7703 I 1.2so--I L-7701 L-8702 t2 O OO O FRAME TOP CORNER q 093 `� � A CO T- `� fD .750 06E ( M tQ E, 1.285 , W U 2.943 0 O) Q N Q a to .i 3 L& M 1r SILL RETAINING CLIP Qt2 > � Z --.062 I L-8705 I I ; C5 A 2,651 O FRAME HEAD O W A IpVENT TOP RAIL pop :7 G 'Z 0 _� G4 _ 1.439 1 - FRAME JAMB c FRAME SILL FRAME VENT JAMB L-6701 L--8703 1.466 O as 2.000 U " 754 3 ,� �, `� x . �+ O FRAME BOTTOM CORNER FRAME MEETING RAIL H 'a z U� VENT TOP CORNER p 2,374 VENT SPRING LATCH � FRAME SILL L-7539 p O --06E x.062 21 .062 0 z a 2.643 O VENT JAMB RAIL .\ En C)r- � F 1,235 r�nn VENT LOCK RAIL U1 �-2.655 z I--,750--I l a a VENT I)QT1rRLOCK RAIL FIXED MEETING RAIL i. o c ••T•-•s 7705' 0 0• ; .••• L-7704 VENT TOP/BOTTOM RAIL I cu • .... . L-7707 I � J �, u o I g OT-0) 4 6 O s L a • • '••• O O VENT BorroM NAIL FRAME SILL / MEETING RAIL FRAME SILL A q • 0000 •• •• 4 s '41 ' 4062• :••: 2.285 1375-1VENT BOTTOM CORNER �, •e•• • •• 2.062C O 0000•• • s • • 078-- 12 c -a u 0000.• ci � a e • c • 0.000 • Z H 0000•• • 0000• 1504 • •`••.f• • • • � W ` • ••• 0000.• ••• 062— — 1.165 FRAME & SASH CORNER ASSEMBLY DETAILS �¢ 0000 1.o7s� b VENT JAMB RAIL SILL ANCHOR CLIP SILL RISER L-7706 L-8830 GLAZING BEAD ADAPTER ``,��t�{ar»�ry�,, O L-7711 L-8708 P4 %% ••a� �i 32 GLAZING BEAD 05.•x' �� ,� L-7708 18 20 6Z O p;� r 185 A94 1 .500U. �n 04 w . 41 r , 2.000 1- 1.450 8s� .050 PRODUt;TI2L'V15EU —J)62 I 050 .850 1250 as complying with the l fotida -j L 2.794 ` Ccc }1 �} E� .• 6p1 onnDatoo e L,j y�" aii��1 ....•'P - - 3 - �—12 - I1 -050 By4ica-madProduct Cantro Q