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WS-17-949 Permit No. WS-4-17-949 �sNO1 s L,� Miami Shores Village ` Permit Type:Windows/Shutters if 10050 N.E.2nd Avenue NWorkClassificati©n:Window/Door Replacem Miami Shores,FL 33138-0000 Perill 7� '.d` Phone: (305)795-2204 Permit Status:APPROVED F[ORID A Issue Date:4/11/2017 Expiration: 10/08/2017 Project Address Parcel Number Applicant 67 NW 92 Street 1131010170140 Miami Shores, FL Block: Lot: VERO HOMES LLC Owner Information Address Phone Cell VERO HOMES LLC 701 BRIECKELL AVE (305)902-4660 MIAMI FL 33131- 701 BRIECKELL AVE MIAMI FL 33131- Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 ARVI HOMES CONSTRUCTION CORP (786)299-4129 Total Sq Feet: p Type of Work: 14 WINDOWS AND 1 DOOR 15 OPENINGS T Available Inspections: No of Openings: 15 Inspection Type: Additional Info: 14 WINDOWS AND 1 DOOR 15 OPENINGS T Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# WS-4-17-63593 DBPR Fee $3.75 04/06/2017 Cash $50.00 $218.10 DCA Fee $3.75 Education Surcharge $0.20 04/11/2017 Cash $218.10 $0.00 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $268.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFI IT: #rtifyhat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an nn ore,I authorize the above-named contractor to do the work stated. / April 11, 2017 Authoied Si nature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 11, 2017 1 3 © s.� �03 � `� � �� Miami Shores Village • RECEIVED Building Department APR � 6 11111 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 q__k� Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 _AB Ole-+ /I II BUILDING Master Permit No.F; O_ PERMIT APPLICATION Sub Permit No. W S ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION F-]RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP /'' t. (/ CONTRACTOR DRAWINGS JOB ADDRESS: O 2 � `' ,� `l g t� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: `t Construction Type: l I Flood Zone: BFE: FFE: q a 1/Qa_n RO l ` r Phone#: 7�$ r2 , 7 `�6 -OWNER: Name(Fee Simple Titleholder): i1n1 Q,4,r. Address:� / ! P/ AUe n City: I-1/,/� M, State: P-C . Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �►j, if I _ P S • Phone#: 786 ' a2 qZg —IL4 1A Address: 1 _23;-1 & 3 '4 L/e n City: 1 State: EL Zip: Qualifier Name:�2M04a/ J OVM41--- A-6 4) Phone#: 7,9 State Certification or Registration#: C G C 15-9- 35- Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 006 , Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Kzepair/Replace ❑ Demolition Description of Work:. I70 A • 1 S7 <j`Fz N I GS Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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 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 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspecti n fee will be charged. Signature Signature OW N EfOorr AGENT ONTRACTOR The foregoing instrument was acknowledged before me this The foregoing ins ent was acknowledged before me this —9'day of IVfwC In 120 1-7 by day of -2 rek 20 J by f{f—Ci-a Y!2. La &---o who is personally known to (r7» \102»4'J7-000 is personally known to me or who has produced 2r5 U s me or who has produced as identification and AN Ami�� an oatd0ann Florlan identification and who did take an oath. Commission#R90707 NOTARY PUBLIC: Expires: May 9, 2020 NOTARY PUBLIC: '��•,,/OF Bonded thru Aaron Notary Sign: Sign: PON Q r &� Ida Print: r i Print: _'• commission#F GG 021791 Seal: P�Y.��,�% Joann Florian Seal: = My Comm.Expires Aug 19,2020 Commission#FF990707 ° �° t¢�� Bonded through National Notary Assn. Expires: May 9, 2020 Bonded*tl.. �NW ** *......................... *********.*****.* **..* * .** **..***** APPROVED BY q*P117 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Village 1� ORMiami ShoresOf Building Department f_l@ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ro`� Tel: (305) 795.2204 �lORIL�A es Fax: (305) 756.8972 Insl2ection requirements for: Windows, Doors, Skylights 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 on the 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 purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowled ement: Qualifier/Owner re Date Print Name Village ORMiami shores Building Department moll 10050 N.E.2nd Avenue « Miami Shores, Florida 33138 �yn4 Tel: (305)795.2204 1pR�pF► Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights 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 on the 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 purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowled C-+b-zr de I C"_ cm4ct. Qualifier/Owner Signature Date Print Name 3/Z q/1--F RECEIVED APR 112017 �i®��E MUAMI—DADECOUNTY • 11'ROD, Cr CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC SOURC (R�R) ;a /'' P l I8W 26 Street,Room 208 E$ BOARD AND CODE ADMINISTRATION DIVISION '`l� 1 J � T'('76=Jddde.P-ov/economX' F(786)315--2599 NOTICE OF ACCEPTANCE OA ��(�,�./� Lawson Industries,Inc. �`' � LJ 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 ". his r�odcts approved as described herein, and has been designed to comply Grht e Florida Auilding • Code,mcludinj the High Velocity Hurricane Zone. ...... ..:. ....;. LU I QESCIIPTION: Series"HS-8700(Flange-Frame)"Aluminum Horizontal Sliding Window-L.M.I. • • ...... O�VAZ(DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 1-411i ptal R;%*Mange • aet Window", sheets 01 through 10 of 10, dated 05/30/09,with revision"B",.da"08/11114, prepared.:..* nufact rL LU er, and signed and sealed by Thomas J. Sotos,P. E.,bearing the Miami-Dade Cddillyproduct..... > of TRev s on stamp with the Notice of Acceptance number and Expiration•-"e-ty the Miami-Dade •• n Prodruct Control Section. •••••• ILE IMPACT RATING: Large and Small Missile Impaet.Resistant •••••• ••. . • F E ELING:I Each unit shall bear a permanent label with the manufacturer's name.. .or logo, city, state, `° i , aild following statement: "Miami-Dade County Product Control Approved", unless otherwise noted here . 0 o D t i n p U > RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been Ir►o cl a4ge in_the applicable building code negatively affecting the performance of this product. QN T)�RMIATION of this NOA will occur after the expiration date or if there has been a revision or change aie-rnatei`iais, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 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.1 4-990.8,X4 CMIAMI-MADECIUMIM / " Lp�f � Expiration Date: April ll,2017 ~J it 6 ok 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, X16 red by Hurricane Engineering & Testing, Inc., Test Reports No's IjETI-1q.jQ49 anA.•.•• HETI-10-3051,dated 03/23/11, signed and sealed by Candido•F*Ant,P. B.•.. •' (Submitted under previous NOA No. 11-0705.10) •'•••• *0:0 •••••• 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per*"C TAS 202-94 :....: along with marked up drawings and installation diagry; •of $•simery5, •• of an aluminum horizontal sliding window, XOX (1,�A5..1G2, IA and 1/3, 1/3) configuration, prepared by Hurricane Engineering•&•Testing,•Inc., Test--:- Reports est••:- Reports No.'s HETI-10-3047, HET140-3053, HETI-IOC-Mn HETI-40-313% HETI-10-3223 and HET-10-3225, dated 03/23/11, signed end sgaled byCN;Wido �•• Font,P.E. (Submitted tinder previoul NVA No. 14,07--05.10; 3. 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 (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-10-3048, HETI-10--3049I, dated 11/09/10, HETI-10-3050, HETI-10 3052B, HETI-10-3056,. HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted tinder 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 tinder previous NOA No. 11-0705.10) Jaime D.Gason,P.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,.2014 E-1 Larson 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 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 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. (Submitted 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 iRer F13C TA��D>-94 ...... 3) Water Resistance Test,per FBC,TAS 202-9A .... .' 4) Large Missile Impact Test per FBC,TAS 29i-f4• •• •• • 5) Cyclic Wind Pressure Loading per FBC,TAS"-94 :....: 6) Forced Entry Test,per FBC 2411 3.2.1,TA9201-94 ;••• ;••••• along with marked up drawings and installation diagram.of.8.specimens of azo.:..' aluminum horizontal sliding window, XO configuration, prapareld by fenestration •••• Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTS.'-I8 and FTL-3364, •. dated 12/06/01, 12/11/01 and 01/28/02, all signed and staled-by I;uis•i4ntonio•--; Figueredo, P.E. (Submitted unde;1YDt4 No. 02,0227.05,1 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09,revised on 0.7/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-012 7.08) 2. Glazing complies with ASTM E1300-04109 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer."dated 04/11/13,expiring on 12/11/16. Jaime D.Gascon, 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 (cowiKuED) 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 5'h 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 NOA 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..f2M127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI 1a;3047,*]jtTI-10�•.-• 3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, RETJ6-10-3931, HETI-...:. 10-3052% HETI-10 3053, HETI-10-3056, HETI-10-•3897? HETI-10--31394 HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-].!0^'3225 an*.I-I=I-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dBlAt 11/09710, 03/23/)+1;;;• 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-VY-3251,..iaued 15100" Hurricane Engineering & Testing, Inc., dated 04/25/11, signed aria sealj4•by.Rafait•- E. Droz-Seda,P. E. (Submitted under previous NOA No. 1120205.10) 7. Laboratory compliance letter for 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-08211613, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F._Font, P. E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No..'s FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by.Luis Antonio Figueredo,P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal:Aiding 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 ll,2017 Approval Date: November 13,2014 E-3 A At A AI _ General Notes: a o x 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE q REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH o$ A z VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT ° y L IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) n00 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDINGU RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS ^o dOF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL.E D �� C 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3�` y r4z (O.C.), AND AS TABULATED ON SHEETS 8, 7, or 8.81 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE o W= y ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND - T0.BE REVIEWED BY BUILDING OFFICIAL. o' 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES p 0 t7 0 NOTE: S XO TABULATED HEREIN (SEE 3HEETs p8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETa #8, 7 or 8). 2) FOR VERTICAL CROSS-SECTION DETAILS "A, A1, B, &B1"REFER TO SHEET 03 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D, & E"REFER TO SHEET y14 8.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE SOFT. a 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. z ZO A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. a d 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. ® tr 0 w 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. It m a 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX"WINDOWS. K O a �\\ \�.\ / 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. r" a . j 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W/ SILICONE 1�., p \` \ 14.) WOOD BUCKS IN CONTACT WITH CONCRETE,MUST BE PRESSURE TREATED AND ANCHORED E\ D // E ( BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET I3, 4 6 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FHC CHAPTER x 24 SECTION 11.3.3.3. B Bl 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. lo.) SEE SHEET / 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. ~ { 17.) MULLNG HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED i XOX -Equal Lite (1/3-1/3-1/3 WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT S NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ag i)) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. 2) FOR VERTICAL CROSS-SECTION DETAILS "A,Al, B, & Bl"REFER TO SHEET p3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE R 0 OF I FOR EFER HORIZONTAL CROSS-SECTION DESIGN LOAD CHARTS AND NOTES. SHEET M5 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. 4) A Al b •• •i ••i i i i•i •• ..... LL L• XOX — Un—Equal Lite (1/4-1/2-1/4) N w•O } NOTES: • ••• ••• ••• • • N h ' 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. PRODUCT REVISED 2) FOR VERTICAL CROSS—SECTION DETAILS A, Al, B, & BI"REFER TO SHEET #3 0 � � � ��• � � 0 wmplyingwllh lho Florida h v, 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, &E"REFER TO SHEET /5 • • • • • • • • • • b"MadZeProducl ade4 ��1� CHARTS AND NOTES. No SERIES 8700 4) REFER TO SHEET 7 DHORIZONTAL ADSL DING IMPACT WINDOW "' '• '• •'• Os �''•:�•1 •PP��°�w APPROVED ELEVATIONS COMMI �I�1111111ttt c A . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . TEST UNIT SIZE: 111"X 63" >f: 85 3/8'OVERALL FRAME WIDTH TEST UNIT SIZE:74"X 83" 74'OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS• 73' INTERIOR FRAME WIDTH (A O " (A) 10 AT FRAME HEAD TVD ADDITIONAL ANCHORS (A)B AT PRAMS HEAD TWO ADDITIONAL ANCHORS ai (14 AT FRAME HEAD IF DP ABOVE 70.0) REQUIRED AT MEETING RAILS (8 AT PRAYS HEAD IF DP ABOVE 70.0 REQUIRED AT MEETING RAILS p FOR UNITS WITH DP ABOVE (8)6 AT EA.FRAME SIU, FOR UNITS WITH DP ABOVE (B) 10 AT EA. FRAME SILL A Al +/-7DPSF(4 TOTAL) X15, (8 AT FRAME SILL IF DP ABOVE 70.0) A Al +/�70�F(4 T0T"u (14 AT PRAMS SILL IF DP ABOVE 70.0) _"(I (C) 6 AT EA.FRAME JAMB S• 1.375' 14' 4 1/2' 4' 14 M1 m (C) 6 AT EA. FRAME JAMB N�°:,VA 'S'D. 4" rt(A+( :� •SEE GENERAL NOTE y3& /4. r(MA1(.ac:)1 IMAX.O.C. M , E", •SEE GENERAL NOTE 13&p4. ( 1, ,y AT vii o v 0 o 5'Q1�C0 IAERS) 11 $ al c�RNms) O O� % �J a -H EN/'11", .O I' h13 1/4'OC. ZQaW Zro a_I E 1/4'O.C. dC.d13 1/4'dd 13 1/4•o.L. Q '� rn � I 0 Es z13 1/4'OC. 13 1/4.OL:. ® O N i� 444 J W x a ANCHOR NOTES, ' x {'pL E ANCHOR NOTEg E ` �g CpL�N O 1.SAME ANCHOR SPACING AT HEAD t S[LL EMl MTTINS NSE APPLIED VIAL 1.SA)[ANCHOR SPACING AT HEAD L Slll DO 2. yIAL E•1 "' 2.Two ADDITIONAL ANCHORS REQUIRED W/SILK ARE 2.TWO ADDITIONAL ANCHORS REWIRED y/SILL AND ARE 4�, AT MEETING RAILS FOR UNITS WITH AVAILABL AS OPTIONAL. AT MEETING RAILS FOR UNITS VITH AVAILAHL AS OPTIONAL. DP ABOVE.70PSF/-75PSF(4 TOTAL) DP ABOVE+/-70PSF(4 TOTAL) "XOX" WINDOW EQUAL LITE ' EQUAL WVERTICAL CROSS-SECTION DETAILS'A,AI,H,i Bl'AT SHEET 03 NOTES, •' WOR' REVERSED ) x 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D.6 E'AT SHEET B9 z TEST UNIT 312E: 111"X 83" 1.SEE VERTICAL CROSS-SECTION DETAILS'A,A1,B,t BI'AT SHEET N3 INSTALLATION FASTENERS * Ill'OVERALL FRAME WIDTH 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,{E'AT SHEET M4 (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0) TVD ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL REG RED AT MEETING RAILS Y A Al FOR UNITS WITH DP ABOVE 5 (14 AT FRAME SILL IF DP ABOVE 70.0) +/-7OPSF(4 TOTAL) SERIES-8700 HORIZONTAL SLIDING WINDOW (C) 6 AT EA. FRAME JAMB7g,C�,I 4'L� C— t2••, g *SEE GENERAL NOTE p3 & i4• ) (""" °`) FLANGE FRAME ELEVATIONS - L.M.I. $ CORNERS) Y� MaN. .L W Aa' D..O '�/' L w 24 3/B•, 1 e 13 1/4'OC. j.' � $ n i=il ay X OC x = E 13 1/4'D.L. , LL O O w , -__? __)�- , ••0 0 • 131/N O.C. •• W / 'j aE • • • • • • • • ••• •• 1;1/40 O.C•• y,.. ''• /G'�rJ, G N U. • • PRODUCT IU3VISBD ANCHOR NOTES, ••• • • aN ooDlPlyiDg wi0,the Flotide 'P`_ 1.SAME ANCHOR SPACING AT)LEAD t SILL E%T.t 1*T.F&E TADNIAL�RINTINS TRE Bugdjlt8 Code � /�• �(- ,'•� �) �.•�, APPLIED WS BC D AR•AV lA•LE • • • • • V�� ^'TI 2.TWO ADDITIONAL ANCHORS REWIRED A AS OPTIONAL. •• •• •• • • • Auept•1oe No y der Q.,. 1 MEET MG RAILS FOR UNITS VITH DP • • • • • R oro �,,(, ABOVE-70PSF/ -73PSF(4 TOTAI) "XOX" WINDOW - UN-EQUAL4Lt1'E NOTE�VERTICAL CROSS-SECTLON DETAILS'A,A1,B.L BI'AT SHEET N3 BY Lrllf,,- �d 2.SEE HORIZONTAL CROSS-SECTIDN DETAILS'C,D,6 E'AT SHEET NS d1411il Product Control • • • • • • • • • • • •• •• 9.0 • • •• •• ••• • • • ••• • • 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 yq i FOR MAX, FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) o 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. 1 1/8' MIN. INDUSTRIES) MUST SUSTAIN LOADS IMPOSED EDGE DISTANCE BY THE GLAZING SYSTEM ?�,• M h O A i,{;':. v e• v A 1 1 4' MIN. :c :A ?,i.=. Z c o e v o 0 A` A EMBEDMEN d' 1 T m p A q2X P4 0 G d °. o d._ A 1' MIN. o y C5 O EDGE ANCE .. z O (~• 00=a $ Ty / /4 e x. EXTERIOR GRADE 12 SHIM SPACE;?.` 2X (MIN. EMBED.) ��;:�? O ,U PERIMETER CAULKING (TYP.) �..1. � Y P.roz+ 15 O EllN O 1 ii ,i Y EXT,GRADE PERIMETER ;1/4'MAX. ® D a y0a� A p CAULKING NOT BY SHIM SPACE 0 U 14 q 15 I 6 'LAWSON INDUSTRIES', (TYP.) II a ,I TO BE APPLIED BY OTHERS (TYR) co li Ii jI U ii I, !i II 1 r4 O I' EAR SILICONE ADHESIVE EXTERIOR COMPOUND INTERIOR DIC o z = EXTERIOR INTERIOR is i !I ii w Y I p ALTERNATE DETAIL Z a I LAMINATED GLASS ;; { it 33 WOOD FRAME INSTALLATION DETAIL ° 14 6 iI jI it I { 3 O 27 WINDOW INSTAL CATION NOTA S E 3 it 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT, 3 I �I 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 28 !I BY WINDOW INSTALLER (TYR) SILL RISER - OPTIONAL ' 2. THE EXPOSED EXT, PERIMETER DWIND 13W THE WINW FRAME TO SEE DP CHARTS ON i APPLIED WITH SILICONE BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK g $ BY OTHERS (TYP.) W 2 SHEETS #4, #5, & #G. ti s( • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR yY 26i I 26 10 9 32 i 3 i i� MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. •a ,� ,� �' 13 ANCHORS NOTE: • I • # �'' �� ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR �µUull�y)e EXTERIOR GRADE "`''" EXT. GRADE • •• ;.� .;:;'. :; ;:; �; 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., ,•�� kI3��A�.. ii?ri:i:i: PERIMETER CAULKING : CAULK WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR �j .••"•"'••.^�/..=•, • • •� �` ; CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ° A 3 1/4.'MAX. 4 ^ .' 1/1111, M". N 0 C, a a SHIM SPACE ',;ii:. ° , W SHIM SPACE a A a° (TYR) i f it d d, (TYPJ .i+g. �I d d.. ►- ". 1 1/4' MIN. 1 1/4' MIN. '':i :'•.: EMBEDMENT "a.0 a a ��1BE f�ErT. a. . .. u°, 7 • •• 7 .'!d. • PRomUCTRBVISGD a ° a 1114 d-. d.. e. • S. .° • ...d ..• • • ev complying will,lAe Florida a d .:9 d i •.. Bund ng No _p QB d� ' • 1 1/ Ilf ° • • • • • AcoeplenwNo • ��• • •lt GE STANC • • • • �' OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" n�tl ucicommt a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) BY OTHERS (TYP.) 2, WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED INTERIOR FINISH BY THE GLAZING SYSTEM 14 (BY OTHERS) ip to to 21 23 LAMINATED GLASS ADHESIVE 4. #14 S.M.S. W/ 1 1/4' SHIM SPACE BEDDING COMPOUND SH114 SPACC MN EMBEDMENT IN ID, INTERIOR (TYR.) 'D W 00 (SEE ELEVATION AT SHEE #2 34 3 00 M FOR MAX. FASTENER SPACING) 2X 1 L/4' MIN. MIN. EMBEDMENT INTO CDNC. EM ENT --------- (SEE ELEVATION AT SHEET #2 z w 00 FOR MAX. FASTENER SPACING) 14 0 DISTANCE 16 1/4' MIN. EMBEDMENT 0 EXTERIOR WALL FINISH BY OTHERS (TYP.> IF G RALE CAULK In STUCCO OVER METAL to 14 E RIUR GRADE PLYWOOD SHEATHING XTE L EXT.GRADE PERIMETER TO BE SPECIFIED BY ARCHITECT OR G.C. CAULK114G NOT BY (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES', NOT BY LAWSON INDUSTRIES, INC. TO BE APPLIED BY OTHERS 73' MAX, (TYR) WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH '10" WINDOW EQUAL LITE "OX" REVERSED Is WINDOW INSTALLATION NOTES: 4 GO 31 8 1. THE WIND13W FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. r6 =1�4 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE Y WINDOW INSTALLER (TYP,> 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SCALED W1 AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP,) hir ANCHORS NO ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR LOCK (LATCH AND SWEEP) OPTION 1/4' TAPCEINS 0" APPROVED CONC. FASTENERS INTO CONC., 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC. (REFER TIb LOA& TABLES 6OR %*NTITIES&REGUI%Ellp PRODUCTREVISBD LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. Ih 0-PWW FOR USE ON ALL WINDOWS. G 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. ° =° ° ° ° M 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED y " (SEE ELEVATION AT SHEET k2 FOR MAX. FASTENER SPACING) L] c o CLEAR SILICONE ADHESIVE .PT. WOOD BUCKS O q � a 1/4' MAX. 21 22 23 34 BEDDING COMPOUND LAMINATED GLASS e. M a0 M 0 SHIM SPACE 1/4'MAX. en,p IF (TYP.) 33 SHIM SPACE a Nim U r„ EXTERIOR e e v d7 17 o <TYR) 5 27 30 31 3 v y 1/4' TAPCON W/ 1 1/4' _ u R .pa a d MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET #2 o w= A . FOR MAX. FASTENER SPACING) m IL o 14 =- __ --= =_ 12 ____ ___- _- ix a.. 0 v.: m 0 o - - 5 Z m o MBEDM I T 17 8 18 6 Ma_BE MIN. P4 oo i DMEN ---- - 1 1/8' MIN. V µ ----- ------------`------ .. EDGE DISTANCE ®� Z ts C> O �a EXT. GRADE a. EXT. GRADE CAULKV. CAULK O O O _ o �0 WINDOW FRAME BUCK WIDTH o WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN—EQUAL LITE g WINDOW INSTALLATION NOTES: dg 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER <TYP.) " 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO ;t ' HE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK •$ BY OTHERS (TYP.) g • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR ' MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. < °C ANCHORS NOTE: ANCHORS TO BE N12 SMS OR WD. SCREWS INTO WOOD, OR •• ••• • • • • • •• CONC., TAPCONS or APPROVED CONC. FASTENERS INTO CONC •• .00 WITH A MINIMUM [IF 1 1/4' PENETRATION INTO WOOD OR • •• • • • • ••• • .... CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) • • • • • • • • • NQS: '•,�F,+''s N LOO C • ••• ••• ••• • • V7 ~ ` 1, • • • • • • • PRODUCT RGVISGD �tti:.n • • • • ••• • • w cumplyhrg with the Florida N 4',.:G) ; Building • • • • • • • • • • • •• •• •• • • • Acceptmco No w ��iyl ••, By W Mi P ucl Conhol q6 0:0 000 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY PS -OX or XO WINDOWS # # +/-Pressures aa WINDOW Jamb H&S Glass T "A" *2 Glass a"B" *2 Glass T e"C" (*2) Glass T e"D" *2 Glass Type"E" (k3) Glass T "e " *3 o A WIDTH HEIGHT Anchors Anchors +psf - sfI +psf sf +psf psf +psf -pSf +psf -psf +psf -lLsf o y 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 ,"+�coD r7 0 5 36 24 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 y a E. I., , 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.080.0 80.0 80.0 80.0 0�.. q C 0° 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 80.0 090. � P ?-<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 i r R w z 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 c o 36 36 1 3 4 65.0 65.0 65.0 1 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 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 0 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 1 80.0 c 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 1 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 a 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 F 60 48 1 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 O o 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 T^U! o o s 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 1 80.0 v H 04 pC 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 5 0 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 N0. a 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - 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 x 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 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 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 38.375 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 • 37 38.375 4 4 65.0 65.0 65.0 1 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 * g 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 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 50.625 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 37 50.625 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 53.125 50.625 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 2 74 50.625 5 8 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 58 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 $ z z w 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0fi7o. 0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.070.0 70.0 80.0 80.0 80.0 80.0 74 58 5 65.0 65.0 65.0 65.0 70.0 70.070.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 •• 70.0• 9 70.070.®• 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0• •• 0• 7 .0 70.0 80.0 80.0 80.0 80.0 ,`�pgU'uur►,,,,, 53.125 63 6 6 65.0 65.0 65.0 65.0 ' 70.V' • 0' 70.0 70.0 80.0 80.0 80.0 80.0 `9 .....a..... " 74 63 6 8 65.0 65.0 65.0 65.0 • e6.0• •• 70.0 •• - - '�' •' d••yam Notes * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. aswmplyiuywiththeyj - a 1• 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW u1Mp C N i ; (WINDOWS WITH GLASS TYPES "A, B. C. & D") • E ••• •• • • ueptann No LL RISER - OPTIONAL • i • • \, yy APPLIED WITH SILICONE 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • FDR DP ABOVE +70.0 PSF(WINDOWS WITH GLASS TYPES -E, & F-) AND +80.0 DP MAX. ,,c�// • • • ,�' (+80.0 DP MAX.)ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON ,T�• •• ��• • ifDedelln j 'S',�'WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4 • • i �i1j 4.) WINDOWS WITH GLASS TYPES -A, C. OR G- INSTALLED ABOVE SOFT. IIIIIfi irtttt IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. zo q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY PSF -XOX WINDOWS with Un-E uaI Llte 1/4-1/2-1/4 +/-Pressures s FRAME SIZE #Jamb #H&S Glass T e'B" *2 G lass T e"C" *2 Glass T e"D" "2 Glass T e"E *3 Glass TyRe"F" *3 Glass Type"G" *2 $ 0 WIDTH HEIGHT Anchors Anchors +psf sf +psf -g)sf +vsf -g)sf +psf sf +psf -psf I +psf I -Rsf 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 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 a .�� 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 e W C d o 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 01,00 0 108 24 11 80.0 80.0 80.0 80.0 5. 75.0 5.0 75.0 52.0 52.0 6 75. 3 c 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 W o c CW7 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 o c z qQ z 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 i fC w 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 A 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 z w g 60 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 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 � a 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U 96 48 4 10 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ®r+ 60 60 5 7 5 2.0 5 5.0 7_5 7 65.0 75.0 52.0 52.0 65.0 75.0 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 UI c o 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 x 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 C x 108 60 5 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 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 X CO 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 �q4 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 `� x 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Y 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 iE 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 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 S 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 P. 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 "gg 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w 106.25 50.625 4 11 52.0 52.0 65.0 &75.065, 0 75.0 52.0 52.0 65.0 75.0 $ 106.25 58 5 11 52.0 52.0 65.0 0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 0 75.0 52.0 52.0 . 65.0 75.0 8 'o z r4 111 26 3 11 52.0 52.0 65.0 0 75.0 52.0 52.0 65.0 75.0a 111 38.375 4 11 52.0 52.0 65.0 0 75.0 52.0 52.0 65.0 75.0 `111 50.625 4 11 52.0 52.0 65.0 0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 52.0 52.0 • •66.000 75.0 52.0 52.0 65.0 75.0 111 63 5 11 - 52.0 52. 6 .0 0 75.0 52.0 52.0 65.0 75.0 �p1111111///r, • rRouucr * . . fr, • w Alyn%with jhe r•Imtdo Q5•,•................ tn •• • • • • • • 1)uildmy Code/� _ �w Q, tn O bO L) Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. AccePlanooNo i• Q8.1� 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES 'A, B, C. & D" / / / �• 4 � ) � � � S LL RISER - OPTIONAL • •• ••�. • \41 Pt6 uct Con 20 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • • '�y'� • ��'�• �r/� ! \ APPLIED WITH SILICONE �� •��Z Q,�J; ' (WINDOWS WITH GLASS TYPES -E, & F") AND +80.0 DP MAX. • • ��• • �� ••• x✓ I FOR DP ABOVE +70.0 PSF 1-4 ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • • • • • • • • • I 2 j <+80.0 DP MAX.) ti ••• �� 4.) WINDOWS WS W WITH GLADP SS TYPES A,OVE 70.0. (SEE C OR GV INION AT SHEET STALLED ABOVE SOFT.OF ••• •• r�• •• • ��\ /i p' Illl1 1111101�, j IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. C XOX - UnXOX Un-E�unl�te q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(113-1/3-113) +/-Pressures(pso ;.FRAME SIZE #Jamb #H&S Glass Type"B" (*2) Glass Type "C" (*2) Glass Type"D" (*2) Glass Type"E" (*3) Glass Type "F"(*3) Glass Type "G" (*2) urs 0 WIDTH HEIGHT Anchors Anchors + pyo .psf +psf .psf + PSI _p +psf .psf +p _p +p .p co y 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 .2 v o 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 e O t; 0O a 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 a,o M ., 5 60 36 1 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 z§ = c 4 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 0 0 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 M(L 0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 cti o 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0184 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 00 � S 60 60 5 7 - - 52.0 52.0 1 65.0 75.0 65.0 1 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 84 80 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ® or 0 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 1 75.0 c 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 1 75.0 a 0 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 c 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 ►� 53.125 63 5 8 - - CO 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �q `` 1 a 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 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 • 74 63 1 5 9 - - 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 r 79.5 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 79.5 38.375 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 i 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 5 79.5 58 5 9 - - 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 ? 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 84 38.375 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 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 84 63 5 9 - - 52.0 52. • • 6.0. • .0 75.0 52.0 1 52.0 65.0 75.0 • • I'RODUCTRHMItBD .�` 49 • • • a,000mtyhrgwMhBrFbtWa /J 5•,.•••"" •.,tij•�;. •• •• •• • •• BundMg Coad 1� OQ. 2 rrt•�;. Notes * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS tk 31IICONE OPTIONS. Aooept No�M\ SILL G J / •O 01 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, H, C. Qc D") N�� \� �� 9 RISER - OPTIONAL • ••• w* ••.��. /• Nivel daftducl Erol O3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • • ��• / I APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES "E, h F7 AND +80.0 DP MAX. • • i ✓i I i FOR DP ABOVE +70.0 PSF Z v' .)w' ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD k SILL ON • • • • • • It 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��,l�'I,p1P��`N IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Eytel Lfte �6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • *,�— GLAZING D 12 X 3/4' S.D.S. HS-0700 FLANGE FRAME WINDOW HILL OF MATERIALSEt ALIWINUM NULLIITN FLAT HEAD,PHILLIPS, y iLSEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET/2 ITEM / PART# REQD. DESCRIPTION REMARKS C Q 34 MULLION TYPE•SIZE AND MAX. FOR MAX.FASTENER SPACING AND Z-•SILICONE OPTip15'- DESIGN PRESSURE LIMITATIONS. ____ pp TABLES FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 0 q DOW CORNING 899 (ALUM. 0.078"MIN.THICK) ----- 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM W b ySCHNEE-IOREHEAD 5731 M 00 U)TREMCO SPCCTRUM 2 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM W) 1 NOTE:TME LOWER PRESSURES OF DEPTH INTERIOR 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM I/t a o' v a LAMINATED GLASS COMPOSITION - TYPE B THE WINDOW OR MULL SHALL GOVERN p 10 0 5 L-7705 I VENT MEETING RAIL 6063-T6 ALUMINUM 0 41 rTEM atA88 DitBCRD•TION 0!1'Aa WnNAn DlSCRIPI70N _ __ 2 n .� 6 L-7707 1 VENT TDP/BOTTOM RAIL 6063-T6 ALUMINUM t 1/B•ANNEALED GLASS -F -____� SANLEX/KEEPSAFE 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM Z R W D'- 2 DAM'PLASTIC INTERLAYER - - By-'SOLUTIA' p O 3 1/8'ANNEALED GLASS A91e 8 L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM LAMINATED GLASS COMPOSITION - TYPED 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM Do y Pa o 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM tf01 aIADB DEBCR�170N DIR1O. tAM•xATE DBBCRBTION .. �( C9 I 1 1/8•NEAT-STRENGHTENEO GLASS '-�=�"""- _____ --------------^^ I! L-7708 AS REO'D. GLAZING BEAD ( 3/8' ) 6063-75 ALUMINUM 1 BUTACITE PVB Nva] 2 DAM•PLAStlC INTERLAYER -_- c. By-•DUPONT• 12 FS-006 AS REQD. FRAME ASSEMBLY SCREWS DB % 3/4' P.H.PHILLIPS a 3 1/8'HEAT-STRENGHTENED GLASS AD•Y� EXTERIOR GRADE WINDOW FRAME 13 FS-040 AS REQD. INSTALLATION SCREWS 814 SMS F.H./PHIL. PERIMETER CAULKING 14 L-7531 AS REQD, VINYL BULB 1/4' DIA. BULB 43033 LAMINATED CLASS COMPOSITION = TYPE E EXTERIOR TtOLdm, GI.ABB OiSCR1P710N Dena wuNATE ODSCRD�I70N FRAME MULLING DETAIL l5 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .230' h I 1/8'IEA,-STRENG/ITENED 0.ASS 16 PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .350' h 2 DAM•PLASTIC INTERLAYER SAFLEX/KEEPSAFE N A -- Bye•SOLUTIA• 17 PWS-009 AS REQD. FIN SEAL WEATHERSTRIP .167' w x .310' h O V 3 1/8'HEAT-STREHG1iTENEO GLASS As•e 18 L-7711 AS REQD. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM C a r� EE6 LAMINATED GLASS COMPOSITION - TYPE P SEE MULLION APPROVALS FOR 19 PVS-001 AS REQD. PILE E GLAZING BEAD .187' w x .150' h TTp1 GIABH DgBCR@'TION DIIAd LAMINATE DUCMPMX MULLION TYPE,SIZE AND MAX. W a O W DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQD. SILL RISER ADAPTER 6063-T5 ALUM: OPTIONAL 1 t/e•ANNEALED GLAss WTACItE PVB NOTE:THE LOWER PRESSURES OF 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM PLASTIC INTERLAYER _ — _ THE WINDOW OR MULL SHALL GOVERN F 3 1/8'ANNEALED GLASS u•e' lu 1/4' MAX. / 12 S.O.S.X 1 1/4•L. 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON i SHIM (SEE ELEVATION AT SHEET/2 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL �Z INTERIOR FOR MAX.FASTENER SPACING) 24 ! 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM M { 19 16 id 25 FS-041 2 SILL RAIL ASSEMBLY SCREW R8 X 2 1/1' P.H./PHIL. - On I 4 26.1 HC-044-1 2 WEEP FLAP 8 BAFFLE • ff 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2'X 1/2'X 2'L. 'SILICONE OPTIONS•- -- naW CORNING 899 27 HC-040-1 2 SASH ROLLER L HOUSING ■ SCHNEE-NORCHEAO 5131 33 0.600• TRENCO SPECTRUM 2 28 HC-026-1 1 SCREEN FRAME 6 MESH ■ GLAZ DEPTH ■ 1 ATTACHMENT SCREW ! CLIP N8 % 5/8• S.D.S. g INSULATED LAMINATED GLASS COMPOSITION TYPE A 29 TI'OI GUN DBBCROMON DB*�' LuaNATE mmu-noN _l"S_-_ 30 HC-058-I 2 VENT SWEEP LATCH MOLDED NYLON I Ire•ANNEALED GLASS _ ____._,.-1 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 2 0A90'PLASTIC INTERLAYER J/•• SAFLEX PVB PERIMETER—] WINDOW FRAME NOTE: 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM c Dr•SOLUTIA' SEALANT 1.ALL STEEL IN CONTACT WITH 3 1/B'ANNEALED GLASS -- -�a EXTERIOR ALUM.TO BE PAINTED OR PLATED. 33 w 2 LAMINATED GLASS See DetnRs!L.H.of sheet 9 S - 4 1/4•INSULATED AIR SPACE = 2.METAL STRUCTURES: 34 ■ AS REQD. GLAZING SILICONE See Detogs!L3t of sheet 9 5 t/8'ANNEALED GLASS(n A)STEEL: Fy -36 KSI MIN. (STEEL 18 GA.MIN.THICK -0.048') 35 OPTIONAL AS REQD. COLONIAL FALSE MUNTIN ALUMINUM INSULATED LAMINATED GLASS COMPOSITION TYPE C 8)ALUMINUM o 6063-TS MIN. 36 SM-5504 AS REQD. JOINT SEALANT ■ N 1TBi1 GLASS DnCREPTION • LAMINATE DRSCRIPTION (ALUM.0.078"MIN.THICK) 37 ■ AS REQD. PERIMETER ACRYLIC CAULK OST POLYSEAMSEAL < Z. 1 1/8•ANNEALED GLASS ----__L 2 ODM'PLASTIC INTERLAYER LY PVH E 1 METAL STRUCTURE ATTACHMENT DETAIL , 3 1/8•ANNEALED GLASS -- _' By,T PINT' ' 4141 ••41 • 41 0 • 41 •t 4 1/4'INSULATED AIR SPACE ` =- • s • • • i • • • 5 1/8'ANNEALED GLASS f■> µ•' • • •• • • 41 • • \,\\\l 11�3�►'AP,,I. • 4141 • • • • •41• • \ J INSULATED LAMINATED GLASS COMPOSITION TYPE G • • • • • • s • • 5 ,.4141•' •.,N/,,s 4141 41410 4141 • • • •o •�.°, nf01 OIABS DESCRIPTION DFTAIL LAMINATE DBBCRIPITON I 1/8•NEAT-STRENGHTENED GLASS ___ ..1 • N G bC7��l e 2 DAM'PLASTIC INTERLAYER LP PVT 3 1/8'MEAT-STRENGNTENED GLASS --a'T'T" By,'DUPONT' *� -IJ1i- • *00 ••• 41414? • • PRODUCT REVISED 4 1/4'INSULATED AIR SPACE � =_ �-� • • • • • • • O 5 1/D'ANNEALED GLASS 0) ■>�' • • 41 • ••• • • 0s-nlPlyfug wiOt IDD F70IT" O' • • • • • • • • • • building CoN <■)WINDOWS WITH GLASS TYPES'A,C.OR 0-INSTALLED ABOVE 30FT. • .• •• .• • • • ACTeyI411Fq NO 0 be�14 + V • t�� IN THE HVHZ,THE I.G.EXTERIOR LITE SHALL BE TEMPEREQ t•• • . • • • E / ya,-y ��( '�" P \�] GLAZING DETAILS AND OPTIONS Mi dePro Dnoonito A 414140 • • • 41 41.41 • • 41 4141 4141 • • • 4141 4141 FRAME HEAD FRAME FIXED JAMB SILL TRACK L-7703 �12x L-7701 L-8702 O y O y O1 O3 90 I `\ FRAME TOP CORNER tC • A9'J \, m'a o �c A A6E �co y o L � � Ln<ot U � Sees— o e v 43 0,O M o SILL RETAINING CLIP T t W —Asa I L-8705 _L�. Z R U Q PbS1 FRAME HF.1D ul Q 10 VFRT TOP M 1=d ^IA39� FRAME JAYS R �' FRAME SILL FRAME VENT JAMB a U n L-8701 L-8703 O � 7� Oy FRAME BOTTOM CORNER F �.F. YR�q„ H y VENT TOP CORNER dd 8374 VENT SPRING LATCH ® o N L-7539 —46a 21 ,aeE �\\ x z E 3 vFHT' —R aui O D 1233 co VERT LOCK RAIL < I--E633 � x .73D� VENT INTERLOCK RAIL FIXED MEETING RAIL 5 r $ L-7705 L-7704 VENT TOP/BOTTOM RAIL I O L-7707 O ® O + FRAME SILL f MEETING RAIL Ea...r sni y i 3 .062 ® VERT 730TTOY RML aj Aca— k LIM E2BS f1375VENT BOTTOM CORNER @-4 1.163 FRAME & SASH CORNER ASSEMBLY DETAILSa SA7S-- •• • • • • • 1 • •• VENT JAMB RAIL SILL ANCHOR CLIP • • • • • SHIL RISER L-7708 L-8830 •• MAZI� 07 SID: AIVA R x O32 L�708 BEAD=•• • 1 B: •• ••• bel••• vt �Og.•'�� ' , Op°i �e',p� AES x .500 494 W E000 1 130 T • ••• •• • % • ~ —Asa I 1233 I . • o •••• A50:0 •• • � •s I ••• PRODUCTDtRgdo Gwe VINIStEhD x.794 &uldlng e Flmfde 91 773 .773 —cele eF� of w%% t�,,•.�6 I educt Conlro A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidaae.eov/economv 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 jurisdi'ctiolu RER reserves the right to revoke this acceptance, if it is determined by Miami Dade:i�.panty Product'Contror Section that this product or material fails to meet the requirements of the applicable.�Wj(Wg code.: 09 •• • This product is approved as described herein, and has been designed to comply v4th►the Florida.Building • Code,including the High Velocity Hurricane Zone. *gee** •••. DESCRIPTION: Series"HS-8700(Flange-Frame)"Aluminum Horizontal SliJiV Windov6-•L.M.I. ••;•• 0 000 APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Hodkonlal RdUiiig 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 Cgytity;Produc!•••.. Control Revision stamp with the Notice of Acceptance number and Expiration kate'lay the•MiamiDadg••••; 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 herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade_ County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12-0127.08 and consists of this page 1 and evidence pages E-1, E-2 and&-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No.I4-99o8,14 CM1AM[-DMADMEC0=UNTY /�,�Q.��s"1 Expiration Date: April 11,2017 J ,1 6 Approval Date: November 13,.2014 Page 1 ' r ► , Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. _ (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L87004901, 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 pn atuminurn Horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) coYffigtirStion, piXed by•; • Hurricane Engineering & Testing, Inc., Test Reports No?a•1ETI-l"049 and...:. HETI-10-3051,dated 03/23/11,signed and sealed by Candid&T*Fbnt,P. E' ;•••�; 6406 . . (Submitted under previous NOA No. 11-0705.10) • 6666 6666 6666. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per ABC TAS 202-94 66;66• along with marked up drawings and installation diagram••of $4•spacimer&s.... of an aluminum horizontal sliding window, XOX (1Lt,6;Tt2, 1/4 *and 1/3, •; 1/3, 1/3) configuration, prepared by Hurricane Engineerinj &Jesti*4laa., Tet{'••' Reports No.'s HETI-10 3047, HETI40-3053, HETI-IOW57, H1=-1Q-3130-,4O9: HETI-10-3223 and HET-10-3225,dated 03/23/11, signed and sealed by Ca&ido F. Font,P.E. (Submitted under previous NOA No. 11-0705.10) 3. 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 (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-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI40-3226, dated 03/23/11, 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) JaimeD.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. (Submitted under previous NOA No. 09-••0796.05) . .... ...... 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94:.. •• ; ••• •. 2) Uniform Static Air Pressure Test,Loading por rBCC TA&202-94 3) Water Resistance Test,per FBC,TAS 202-94•••• 0 . 4) Large Missile Impact Test per FBC,TAS 201'94. .••••. •' • .. .... ..... 5) Cyclic Wind Pressure Loading per FBC,TAS X41-94 . 6) Forced Entry Test,per FBC 2411 3.2.1,TA&202'94 : .. • along with marked up drawings and installation diagram:of:8;specimens of an •• aluminum horizontal sliding window, XO configuration, plepare'd by:Eezr@stratiotf••'• Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTI,-Xg.8 anc yrl" -3364p...: 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. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09,revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-012 7.08) 2. Glazing complies with ASTM E130044109 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) 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. 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 (coNnNuED) 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 5'h 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 NOA No.j2EVJ.27.08) 4. Statement letter of no financial interest, dated 05/20/10, signed ak*d-sealed'BY'Thomas J. Sotos, P. E. (Submitted under previous&*a4 No.Jk*.0I27.08)•.„. 5. Laboratory compliance letter for Test Reports No.'s HETIE-•10--3047, BETI-10.- 3048, HETI-10-3049, HETI-1030491, HETI-10-3050, )03%;10-Xft;AETk_*6*• 10-3052B, HETI-10-3053, HETI-10-3056, HETI-10;3Q59t HE77 f03130j:--. HETI-10-3131, HETI-10-3223, HETI---10-3224, HET-1,�OW5 and: OZ 3226, all issued by Hurricane Engineering & Testing, Inc., 4aGad 41/09/10'.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, hoped by • Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 1-1-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08- 2034, HETI-08-2035, HETI-08-2036, HET148-2037, HETI-08-2038, HETI- 08-2116A and HETI-082116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08,all signed and sealed by Candido F._Font, P. E. (Submitted under previous NOA No. 09-0706.05) . 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTI -3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo,P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 124127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal.gliding 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: c O 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE p q REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH •o 14 z VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT o e y IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) in 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING m a U RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS o d o OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. oar R 11. E 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS, ANCHORS ON m ^1\ ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3 `� y r4 z0 (D.C.), AND AS TABULATED ON SHEETS 8, 7, or B. Z o O B 8 q 1 0 81 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE o W= � ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND m S(L TO.BE REVIEWED BY BUILDING OFFICIAL. X0 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES C7 o NOTE: TABULATED HEREIN (SEE SHEETa y8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE o 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETa #8, 7 or 8). 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B. & Bl"REFER TO SHEET #3 3) FOR HOR120NTAL CROSS-SECTION DETAILS "C, D, & E°REFER TO SHEET tp4 8.) IYINDOW3 WITH GLASS TYPES "A, C, OR G° INSTALLED ABOVE SOFT. a z 4) REFER TO SHEET a OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LOPE SHAM. BE TEMPERED. d A Ai 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. ® v N 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. r,. N c L IS.) SEE SHEET B FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. 1 c4 O 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9.13.) EXT. & INT. FAIRE COLONIAL.MUNTIN9 ARE OPTIONAL&AND ARE APPLIED W/ SILICONE D E14.) WOOD BUCKS IN CONTACT WITH CONCRETEMUST BE PRESSURE TREATED AND ANCHORED N(BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 6 FOR DETAILSm& NOTFS) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTE24 RECTION PLIES.3. 16.)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. SB.) SEE SHEET / 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. ~ 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED XOX -Equal Lite (1(3-1/3-1/3) WINDOWS USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT S NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. is 1 r 2; FOR VERTICAL CROSS-SECTION DETAILS "A,A1, B, & B1" REFER TO SHEET g3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET M5 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. ' 4) REFER TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. � S D •• ••• • • • • • •a E� � E • • • s • • • • • ,, NI/Iff4 F�, lb ol LL ` XQX - Un-EQua1 Lite (1/4-1/2-1/4) `u Of O O ; NOTES: In w • ••• • • • • 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. PRODUCT REVISED 2) FOR VERTICAL CROSS-SECTION DETAILS A, A1, B. & B1" REFER TO SHEET /3 s • • • • • • • • m complying with the Plotide h v' 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, &E" REFER TO SHEET /5 •• s • ••• 0 0 • s• AmptE Codo Acceptmco No 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. w •• • • • • • s t •pP'` SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS otiaml ade Product Control ��I{II{{tYtt� A • . . . • • . • • • TEST UNIT SIZE: 1I1"X 89" * 85 3/8'OVERALL FRAME WIDTH TEST UNIT SIZE: 74"X 03" 74'OVERALL FRAME WIDTH - INSTALLATION FASTENERS 84 3/8• INTERIOR FRAME WIDTH INSTALLATION FASTENERS• 73' INTERUM FRAME WIDTH - (A) 30 AT FRAME HEAD I ADDITIONAL ANCHORS (A)B AT FRAME HEAD TWO ADDITIONAL ANCHORS p (14 AT FRAME HEAD IF DP ABOVE 70.0) REQUIRED AT MEETING RAILS (B A7 FRAME HEAD IF DP ABOVE 70.0 REQUIRED A7 MEETING RAILS O (B) 30 AT EA. FRAME 9111. A Al Fes(UNITS WITH DP ABOVE (B)8 AT EA.FRAME SILL FOR UNITS(4 T DP ABOVE O I/ +/-70PSF(4 TOTAL) ,..(S• (B AT PRAMS 31LL 1F DP ABOVE 70.0) A Al {/-UNITE t4 TOTAU�S w b q (14 AT FRAME SILL IF DP ABOVE 70.0) 1175• 1 (C)6 AT EA.FRAME JAMB 4' y 1p ^^^III IL' 4 1/2' I{' � y (C) b AT EA. FRAME JAMB 4IJR:7a�C. 4' Y�yNj,Q.� •SEE GENERAL NOTE/3& /4. rIMA�c. (LAX,o.c. M 0 -SEE GENERAL NOTE p3 & #4. —1T'( y<to Zb U 3'/lL CORNERS (7yp1�L A7 O O q g•A47ERS) O K.-. L. . d ' ., ..O �4idlh 3 O M w 4 B ' , 1/4'OC. 2 T 4i O '� liP1; m .p• `i '17 .0 W cL cL .•Z'". R, p E i w E B _ /_ _4 / 1/4'U.C. 1/4'O.C. p / _t / E a j c _Y� � a c5 0 a /. _zc'c=:_I13 1/46C. S a4 x I3 1/4'O.C. � J II__J i 1s 4 B 13 1/4'O.C. 13 1/4'OL. ® N i -� � o a Wxp ANGNCN7 NOTES. '' ANCHOR NOTES O d Ex7lT 6 INT ALSE COLONIAL. 1.SAME ANCHOR SPACING AT HEAD A SILL MUN4INS APPLIED V/ L SAME ANCHOR SPACING AT HEAD 6 SILL E%T.4 gIN�TREFALSE�C�ppLONIAL E-1 t, 2.TVO ADDITIONAL ANCHORS REQUIRED W/SIL[C AND ARE 2.TVO ADDITIONAL ANCHORS REQUWFD y%1 SILICONEµD ARE W/ 00 AT MEETING RAILS FOR UNITS VlTM AVAILABLE AS OPTIONAL. AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL D I DP ABOVE•UNITS/-75PSf(4 TOTAL) DP ABOVE•/-70PSF(4 TOTAL) XOX" WINDOW EQUAL LITE W EQUAL T ] pC PEM�VERTICAL CROSS-SECTION DETAILS'A,At,D,i BS'AT SHEET 03 NOTES, 'OX" REVERSED ) y 2.SEE HORIZONTAL CROSS-SECTION DETAILS•C,D,1 E'AT SHEET 09 H TEST UNIT SIZE: III"X 83" 1.SEE VERTICAL CROSS-SECTION DETAILS'A,A1,B,6 Bl'AT SHEET 43 x INSTALLATION FASTENERS * —111'OVERALL FRAME WIDTH 2.SEE HORIZONTAL CROSS-SECTION DETAILS•C,D,L E'AT SHEET B4 ILII (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME READ IF DP ABOVE 70.0) TWO ADDITIONAL ANCHORS Y (B) 10 AT EA. FRAME SILT. REQUIRED AT MEETING RAILS . a 7A Al FORUNITSI70PSF VITT DP ABOVE --{5 SERIES-8700 HORIZONTAL SLIDING WINDOW s \ (14 AT FRAME 9B.L IF DP ABOVE 70.0) / 4/-UNITS W TOTAL) —i R (C) 5 AT F.A. FRAME JAMB ( L 4•�-- � ,acJ *SEE GENERAL NOTE #3 & p4. FLANGE FRAME ELEVATIONS — L.M.I. $g ~ 0• L l:IX(NENT) � Mg!. .L .O ' o 24 3/8• 13 1/4•D.C. XE ( //fl m 13 1/4'D.C. Z D ✓ o • • • •I • • • • S' 0 • • • PRODUCTRBVISSD • ?. N N Aw MR NOTES, • • • • • • • • 0 complying with the Florida 1•♦.O C.•' 1.SAME ANCHOR SPACING AT MEAD t SILL EXT.6 INT.FALSE�1,ONIQ MtJ�JJ NS • • •• • • BuDdlog Code APPLIED V/SILIgNE AND ARE AICA • • • • • • • • AcCep1MW N0 �+�,./�� e• •, ;.'l�al 2.7V0 ADDITIONALAC REQUIRED T AS OPTIONAL. L/1 HEE7IMG RAILS FOR UNITS WITH DP • •• • f • • 0.0• v 010 0�,•• ABOVE 47NPSF/ -76PSF(4 TOTAL) "XOX" WINDOW - UN-EQUAL LITE ••• • ••• • • • _ ZD ,/A�• NOTES, VERTICAL CROSS-SECTION DETAILS'A,At.B.t Bl'AT SHEET 03 IIy �" A ate'-- • �,,. 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,i E'AT SHEET YS dianU ProduU Control L1 • •• •• 0.1 1 • •• •• ••• • • • ••• • • 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S,M.S. W/ 1 I/4' MIN. EMBEDMENT INTO CONC, EXTERIOR GRADE PLYWOOD SHEATHING MIN, EMBEDMENT INTO WOOD _ (SEE ELEVATION AT SHEET R2 1, ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET H2 y '� FOR MAX. FASTENER SPACING) L TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) IY 1 1/8' MIN, 2• WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. �0 4 INDUSTRIES) MUST SUSTAIN LOADS IMPOSED m q EDGE DISTANCE � '" o0 BY THE GLAZING SYSTEM t;. �� M e vii q � w ,``•'r' ° v .v 1 1 4 MIN. o :° o e v 0 0 .�.:t.:i..., o'}'•e e. '•°% .n EMBEDMENTT d -S, 'm o u) q O1 v y 2X 4 v v. f w V MIN, .''•(�?:�` t. w EDGE ANCE 1/4'MAX. r4 1 1 1/4` EXTERIOR GRADE--J12 ' SHIM SPACE .;�'y:"; 2X N.EM D.TYP , PERIMETER CAULKING (TYP) ;'(''„ 15 Zi O ul N O 11 ii ii ii i� EXT,GRADE PERIMETER ,1/4'MAX, ® a a i. 'j �i CAULKING NOT BY SHIM SPACE O C) 14 I� 15 I j 6 'LAWSON INDUSTRIES', (TYP. r^N 14 TO BE APPLIED BY OTHERS 1 O U (TYP.) O � \_��LE CEAR SILICONE ADHESIVE EXTERIOR i! !I j; Tn o r I NG COMPOUND j U M n INTERIOR ? ]+' w x i EXTERIOR INTERIOR w Y I 'i ALTERNATE DETAIL Z a L) I� LAMINATED GLASS k w� a i.1 33 ° w aj WOOD FRAME INSTALLATION DETAIit L $ 14 a I ;j ji 27 ;i i! ;; WINDOW INSTALLATION NOTES: z 2 �z j j� �i �i fj ii �i 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT, v 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE z 28 i� - BY WINDOW INSTALLER (TYR) SILL RISER OPTIONAL £ 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO ;? $ APPLIED WITH SILICONE BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SEE DP CHARTS ON 2 ' SHEETS g4, K5, 6 86, BY OTHERS (TYP.) -2 � I I�I • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 26I i 28 10 9 32 13 iii MASONRY IS LESS THAN I/8", SHINS ARE NOT REQUIRED. a ANCHORS NOTE: • • '•::;:l:::'l �::4, ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR EXTERIOR GRADErr.'•C `�.•:r:. .i: CAULKRAOE • • •••f.`:.7..::! ':!:::c' WITH TAPMINIIMUMr APPROVED PENETRATION TIONE INTO WOOD OR S INTO C., e ,#,..'�"�'�/��`,•„ PERIMETER CAULKING '` :'v::r.:: ""•' " - •"•' O; ' CONC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 1/4.' MAX, ••� •0�. '•.• • SHIM SPACE� a �C o HIM SPACE ::,5:• ° A. . ° (TYP.) Let W 4.-1 1/4' MIN, d" 1 1/4' MIN, N h' EMBEDMENT EMBEDMENT, PRODUCT RBVISGD e.4•.' ,uv`v °' . 4 4, j.9...°'4 ` .•a:.o .4"1 : ••..d •4 ••• aa.,wwlying will!the Flwwa . .j • .°• ••• • • BuIlding Codc Accngeneo NO A ,•`�'�.�•a �,�•' ° .'� a .+I .. EDGE DISTANCE •• • • • • o � �•1�' ••• • • • OPTIONAL SILL. INSTALLeTION DETAIL AT "XO or Or hhm P(o o1Conu a • •• •• • • • •• •• ••• • • • ••• • • - 1. ALL WOOD BUCKS ENGINEERED SEPARATELY RX WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYR) BY OTHERS (TYR) 2. WOOD RUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED M INTERIOR FINISH BY THE GLAZING SYSTEM q C:1 I (BY OTHERS) LAMINATED GLASS 21 23 SILICONE ADHESIVE #14 S.M.S. W1 1 1/4' SHIM SPACE BEDDING COMPOUND SHIN SPACE >: MIN. EMBEDMENT INTI ID (TYP.) 0 WO <SEE ELEVATION AT EE 2 so R FOR MAX. FASTENER SP�ACING)2 C� co 2 1 1/4' MIN, MIN. EMBEDMENT INTO CONC, 01 (SEE ELEVATION AT SHEET #2 z a EM ENT FOR MAX. FASTENER SPACING) 0 9 14 12 GE 16 EMBEDMENT EXTERIOR WALL FINISH ------------- 4.EDGE DISTANCE 0 LM 7p BY OTHERS (TYR) AU w STUCCO OVER METAL LATH HAILED TO EQ RIOR GRADE PLYWOOD SHEATHING 0 TO BE SPECIFIED BY ARCHITECT 13R G.C. CAULKING NOT BY EXTE EXT.GRADE PERIMETER (EXTERIOR FI BY OTHERS) 'LAWSON INDUSTRIES', NOT BY LAWSNOINSHINDUSTRIES, INC. TO BE APPLIED BY OTHERS 73' MAX, WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE 'OX" REVERSED WINDOW INSTALLATION NOTES: )eyj� 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W1 AN EXT, :g 8 8 r7qn/ GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE k BY WINDOW INSTALLER (TYR) 2, THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME T13 BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK - WHEN THE GAP BETWEEN THNHWINDW 17 A*D VHEGBUCK OR JOBE ANCHORS NO%&* ANCHORS TO BE #12 SMS OR WD, SCREWS INTO WOOD, OR LL cy LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC, (REFER TO:LIfh:'tABLESft CWftITIES�EOUIRg8, PRODUCT REVISHEI LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. tm cwnptyhls Witham Florida rl it 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED 000 0 000 0 FOR USE ON ALL WINDOWS. 0 0 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. =° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°° ° ° ° ° ° ° ° °° °° 00 ° °°°° ° ° ° °°° 0 0 8 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED y O C� is (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) .PT. WOOD BUCKS o o A a CLEAR SILICONE ADHESIVE 1/4'MAX. 21 22 23 34 BEDDING COMPOUND LAMINATED GLASS SHIM SPACE 1/4' MAX. - M.p a� E+ (TYPJ 33 EXTERIOR SHIM SPACE a Hoe v 6 41 0 (TYP.) o q 7 17 5 27 30 31 I/4' TAPCON W/ 1 1/4' _ = O 0d MIN. EMBEDMENT INTO CONC, .(SEE ELEVATION AT SHEET 82 n q W= 14 12 tx a FOR MAX, FASTENER SPACING) eo a o m -' - - z S 1/4' IN. 16 ,� 1 1/4e MIN. p a o MBEDM 17 18 EMBaDM a 8 _._..__..__ -- ---- --- ---`-- --- - EDGE DISTANCE o a 1 1/8' MIN. O =----- 4 � EXT. GRADE EXT. GRADE CAULK _ AN+ z CAULK O O O ` ~" �W o e', , W WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN—EQUAL LITE g WINDOW INSTALLATION NOTES: dg $ 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYPJ " 2. THE EXP13SED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK $ BY OTHERS (TYP.) p $ 21 AI • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR L MASONRY IS LESS THAN 1/8", SHINS ARE NOT REQUIRED. a °L $ ANCHORS NOTE: ANCHORS TO HE H12 SMS OR WD. SCREWS INTO WOOD, OR •• ••• • • • • • •• 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC.,WITH A MINIMUM [IF 1 1/4' INTO WOOD OR • • • • • • • • • �,��f11II��I CONC. (REFER TO LOAD TABLES PENETRATIONFOR QUANTIT ES REQUIRED) U. •• •• ••• • • ••• •• ��4 *�„d�Slh'��✓ 04 Oci O' N H • • • PRODUCT REVISED ••• �C►: • • ••• ••• • • • os complying with the Florida �•�� t0 Q fn' • • • • • ••• • • Dultdln8 Coda o • • • •• • • • • • • • Ameptmce No ,.,,rr►► ..... • •• • • • • • • F o ?„Q�•'L �,��I • , A�11 pro uM Control A 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY PS -OX or XO WINDOWS # # +/•Pressures a C "WINDOW Jamb H& 2 2 Glass Type"D" (*2) Glass T e"F' *3 Glass T "F" *3 $ A WIDTH HEIGHT Anchors Anchors +PSI - sf +psf -psf I +psf -psf + - sf +psf - sf +psf -PsL 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 Moo " o 36 24 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 N a L) , o 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 0-3. N 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 LL 72 24 3 6 1 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 R w z 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 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 i a 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 0 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 a 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 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 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 ® 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 w 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 W c o S 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 x 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 (� o 60 60 5 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 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - ] p co 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 x 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 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 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 38.375 4 4 65.0 65. 65.0 65.0 70.0 70.0 70.0 70.0 80.0 60.0 80.0 80.0 S 37 38.375 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 53.125 38.375 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 74 38.375 4 8 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 50.625 . 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 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 60.0 53.125 50.625 5 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 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 58 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 37 58 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 53.125 58 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 74 58 5 8 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 63 6 4 65.0 65.0 65.0 65.0 -"0 • • 710.0 • • 7d.0 70.0 80.0 80.0 80.0 80.0 37 63 1 6 4 65.0 65.0 65.0 65.0• 70b • '70 0.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 65.0 • a01p • • 07040 0010 710.0 70.0 80.0 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 7A 65.0 •• • •• .0 • • •r - - Notes *�: 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS as SILICONE OPTIONS, as amplyluawW�diov - a 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW "No� 0 [ ; (��/S�ILC RISER - OPTIONAL "t (WINDOWS WITH GLASS TYPES "A, B, C, k D") APPLIED WITH SILICONE ' 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP i • • •fr • �� • •7/ ��• • + FDR DP ABOVE +70.0 PSF Biwa (WINDOWS WITH GLASS TYPES "E, k F7 AND +00.0 DP MAX. • ij� • `•• ard (+80.0 DP MAX.)ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD h SILL ONWINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 0 • • ,`° 4J WINDOWS WITH GLASS TYPES -A, C, OR G- INSTALLED ABOVE SOFT. 01,411•It 10 IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. mt 10 q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Un-Equal Lite(114-112-114) - +/-Pressures s FRAME SIZE .. #Jamb #H &S Glass Te"B" (*2) Glass T pe"C" *2 Glass T e"D" `2 Glass T pe"E" (*3) GlassTy e"F" *3 Glass T e"G" (*2 , o WIDTH HEIGHT Anchors Anchors + sf sf + sf sf + sf sf + sf sf + sf sf + sf sf b 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 °0'O0 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 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 '^o w C Cr 9 o 5. o0 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 0,c� 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 0 75.0 52.0 52.0 65. 75.0 3 LL y g60 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 W c c 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 75.00 o Z q x 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 a a 96 36 3 10 M0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 -14 o 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 $ 60 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 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 a `� 84 48 4 8 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U 108 48 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 { 60 60 5 7 52.0 52. 65.0 75. 65.0 75. 52. 52.0 65.0 75.0 ® N # 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 W o o 84 60 5 8 52.0 52.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 60 5 10 52.0 52.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 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 ' CO 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 x 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Y 8 79.5 50.625 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 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 1 75.0 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 y d 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 65.0 75.0 5.0 75.0 52.0 52.0 65.0 75.0 1 1 63 5 11 52.0 5: .6 0• • J5 • • 5.0 •• • • • • • • 7Bu5OgI Dae 2 52�.01 65.0 75.0 41 IIa-3 �dpy1�` t a • •• • •• o•• 0v'1 t" 'a ,O, J.'E.O °oSNotes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. W �a� 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW // /./ (WINDOWS WITH GLASS TYPES 'A, B, C, k D") i/� i//, i/� {{{ < i ;\4i-f5adapoaductCon 20 S LL RISER - OPTIONAL %.� 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • ••• '%✓' • '%/•' '%/•' I t APPLIED WITH SILICONE �i�Z 4C.. ' 1:' (WINDOWS WITH GLASS TYPES "E, It F") AND +80.0 DP MAX. • • 'f/i • //• •// 1 I FOR DP ABOVE +70.0 PSF o ` ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD k SILL ON • • • • ••• • 1 `+ • • �• • • • • • I� 2 (+80.0 DP MAX.) ° WINDOWS WITH DID 4.) WINDOWS WITH GLASS ABOVE ( TYPES A, CE OR GELEVATION 2 OF O) INSTALLED ABOVE0FT. ••• •• • • • • �\ �� a°°11111111 IIINtlett� IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX - Un-Epual IJta q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(113-1/3-1/3) +/-Pressures(PSI a o a :FRAME SIZE #Jamb #H&S Glass Type"B" (*2) Glass Type "C" (*2) Glass Type "D" (*2) Glass Type"E" (*3) Glass Type "F"(*3) Glass Type "G" (*2) $ a a WIDTH HEIGHT Anchors Anchors +psf -psf +psf .psf +psf -psf +pelf .psf +PSI -psf +PSI .psfGo 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 E~ a 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 `�e° a w 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 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 Z Z Cw7 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 ow 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 is o $ 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ch 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 z Y� 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 on: is 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ' 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 0 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 75.0 �n e M 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 ") x x 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 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 1 75.0 W 53.125 63 5 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 �j Q 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 ►� 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 74 63 5 9 - - 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 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 d B 79.5 38.375 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 79.5 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 u -9 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 84 38.375 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 k �, 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 m 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 5?, ••6:1 00j-.740: "65.0 75.0 52.0 52.0 65.0 75.0 ,`,piwua prr • • •• • • • • • 1%ODUCTRBVIBBD • ��+'�, •• •• • • • • • ascomMYAM;wkhihoPbrWa Q A 5•,•••"•"••.,;1'ji �,., Notes 1.) SEE SHEET B FOR GLAZING TYPES, DETAILS do SILICONE OPTIONS. •• ••• • • • • • Eo�l on ndirecoddNc�OGJ. y�' O O t �I 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, do D") �� X> �� y SILL RISER - OPTIONAL �, Niemibado Pmducl 1ro1 20 ' - O, 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • ••• ��'• �• / i APPLIED WITH SiLICDNE (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. • • • ��• I 1 FOR DP ABOVE +70,0 PSF 'Z :i�' ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD k SILL ON •• • • 1� 2 j (+80.0 DP MAX,)WINDOWS WITH UP ti•, 4.) WINDOWS WITH GLASS OOVE .0. ( TYPES A, CE ELEVATION OR"" INSTALLED ABOVE OF 0) 30FT. ••• •• • • • �` i ��ITTT'll PP,'��N IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Eypel Lite �d • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • *.�_ # 12 X 3/4'SD.S. HS-0700 FLANGE FRAME WINDOW BILL OF MATERIALS ALUMINUM MULLION FLAT HEAD,PHILLIPS.SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET 02 ITEIL M PART / REQD. DESCRIPTION REMARKS C 34 MULLION TYPE,SIZE AND MAX. FOR MAX.FASTENER SPACING AN'SILICONE OPTIONS'. DESIGN PRESSURE UMRATIONS. -----_ OP TABLESFOR QUANTITY) L-7703 1 FRAME HEAD 6063-T6 ALUMINUM GA F.DOW CORNING 899 (ALUM. 0.078"MIN.THICK) r----- 2 L-8703 ! FRAME StLL 6063-T6 ALUMINUM '0 UOSCHNEE-MORENEAD 5731Do y REMCD SPECTRUM 2 3 L-7701 1 FRAME FXD, JAMB 6063-T6 ALUMINUM1M DPTH NOTE:THE LOWER MULL Of INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM W~<o V a LAMINATED GLASS COMPOSITION -TYPE B THE WINDOW OR MULL SFULL GOVERN p m o 5 L-7705 1 VENT MEETING RAIL 6063-76 ALUMINUM O iY PRY DIABB Duan noN DCFA11 IA)lINATB 1%teCJaPi70N 1 1/e•Awe:ALED GLAss -- 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 3 v y 2 OA90'PLASTIC INTERLAYER _ _, By'SOLUTIA'AFE C ___� ri9i! L-8703 I FRAME VENT JAMB 6063-T6 ALUMINUM By'SDLVTIA' o "y 3 Ire'ANNEALED GLASS saw � L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM Z ndQ LAMINATED GLASS COMPOSITION - TYPE D L-8702 I FRAME SILL TRACK 6063-T5 ALUMINUM 7 0. c L-0705 1 FRAME SILL RETAINING CLIP 6063-75 ALUMINUM c trent cues DeecRnmOx nrrAa uIDNAn nasctl�TTNHN �! � 1 t In'HEAT-STRENGHTEHED GLASS - -'--'-� _____ --------------- L-7708 AS REQ'D. GLAZING DEAD t 3/8' ) 6063-T5 ALUMINUM __ F o 2 OA90'PLASTIC INTERLAYER -}{ p TADUpOCFFET•'B FS-066 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H.PHILLIPS r a 1/8•HEAT-STRENGHTENED GLASS+4 aa.e J EXTERIOR GRADE WINDOW FRAME 13 FS-040 AS REOD, INSTALLATION SCREWS #14 SMS F.H./PHIL. y �, Q PERIMETER CAULKING 14 L-7531 AS REQ'D, VINYL BULB 1/4• DIA. BULB #3033 ! ` LAMINATED GLASS COMPOSITION -TYPE E EXTERIOR rrTD1 Dues DWCRD LION DwrAIL urINArH DBscaeTTox � FRAME MULLING DETAIL 15 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x,230• h 1 t/a'/EAT-STRENGHTENED GLASS 16 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .350' h Sy,-SO KEEPSAFE N 2 OA90'PLASTIC INTERLAYER - _- Br•saurus 17 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310'h 3 I/B'HEAT-STRENGI7TENED GLASS naNa' I8 L-7711 AS REQ'D. GLAZING BEAD( INSULATED) 6063-T5 ALUMINUM N C ti vl 66 LAMINATED GLASS COMPOSITION - TYPE F SEE MULLION APPROVALS FOR 19 PWS-001 AS REQ'D. PILE 8 GLAZING BEAD .187' w x .150' h FI'BL GIAe6 DBBCIi@TIOx W I IAYRNAT#DBeCRwT10# MULLION TYPE,SIZE AND MAX. D; W DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM: OPTIONAL A�yr 0 1 Ire'AtNEALED GLASS BUTACITE PVB NOTE:THE LOWER PRESSURES OF 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 2 aD90'PLASTIC INTERLAYER _ By,•pppQN<• THE WINIXWI OR MULL SHALL GOVERN V 3 1/e•ANNEALED GLASS uw 1/4' MAX. / 72 S.O.S.X 1 1/4"L. 22 HC-057-1 2 VENT MOLDED SPRING LATCH M�DED NYLON SHIM (SEE ELEVATION AT SHEET/2 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL DoI T9 moi; INTERIOR FOR MAX.FASTENER SPACING) 24 s 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM to 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4• P.HJPHIL. _ - - 26.1 HC-044-1 2 WEEP FLAP t. BAFFLE ■ CO 4 26.2 HC- I X WEEP OPEN CELL FOAM PAD 1/2'X 1/2'X 2'L, DOW CORNING 999 27 HC-040-1 2 SASH ROLLER b HOUSING ■ SCHNEE-NDRENEAD 5731 ig 33 0.600 TREHCO SPECTRUM 2 28 HC-026-1 l SCREEN FRAME 6 MESH ■ eg .AZ DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE A 29 ■ 1 ATTACHMENT SCREW Q CLIP #8 X 5/8' S.D.S. TFBy Ruse DBBCRRlp7710N DNTAa rAl@IATe DsscBD•r1oN IS 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON G 1 Ire'ANNEALED GLASS _ _____._ 1 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 2 OA9o•FUSTIC INTERLAYER L�• SAFLEX PVe PERIMETER VANDOW FRAME NOTE: 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-TS ALUMINUM g Dy.•SOLUTw SEALANT 1.ALL STEEL IN CONTACT WITH 3 I1W ANNEALED GLASS - EXTERIOR ALUM.TO BE PAINTED OR PLATED. 33 ■ 2 LAMINATED GLASS See DetaOs•L.H.of sheet 9 4 1/4'INSULATED AIR SPACE -' 2. METAL STRUCTURES: 34 • AS REQ'D. GLAZING SILICONE Sae Detdls If L.H.of sheet 9 5 1/9'ANNEALED GLASS CD A)STEEL: Fy -36 KSI MIN. (STEEL IS GA. MIN.THICK -0.048') 35 OPTIONAL AS REQ'D, COLONIAL FALSE MUNTIN ALUMINUM i Y )4 INSULATED LAMINATED GLASS COMPOSITION TYPE C B)ALUMINUM : 6063-T5 MIN. 36 SM-5504 AS REQ'D. JOINT SEALANT ■ 1I .�£D IRM cuss DnCRTPMN DsrAa UImNAn naetatenax (ALUM.0.078"MIN.THICK) 37 ■ AS REQ'D. PERIMETER ACRYLIC CAULK OSI P13LYSEAMSEAL ;g � 1 1/e'ANNEALED GLASS - _-__1 N 2 O.Ml PLASTIC INTERLAYER ,.• PVB E1 METAL STRUCTURE ATTACHMENT DETAIL bR a t/8•ANNEALED GLASS - DY'•DWDNi' 4 1/4'INSULATED AIR SPACE _ •• •i• • f • • • •• 5 1/0'ANNEALED GLASS d) ■Nw • •• •• • • • • ••• •• BL INSULATED LAMINATED GLASS COM OSITION TYPE G • • • • • • • • • N3•.•"••••"•. 1TLI DUD#Dzw w710x a,DBTALL IAImUTI DBBCRIPITON •• ••• •• • • • •• 1 1/9•HEAT-STRENGHTENED GLASS _ 1 LL. 2 DAN'PLASTIC INTERLAYER - � J/P PVB 3 1/0'HEAT-STRENGHTENED GLASS -- By--DUPONT' 4 1/4'INSULATED AIR SPACE -_ - •j• ••• ••• • ••• PRODUCT REVISED . s ve'ANNEALED GLASS<■I a ^ • • • • • ••• • • us wawlylOD Willi the FTDrWa . . .. . . • . • • • Du#ding Coda _ 08 14 J '' (.)IN THE WITH GLASS TYPES OR C,DR G•INSTALLED ABOVE 30FT. AccePlNmDO NO IN THE HVMZ,THE I.G.EXTERIOR LITE SHALL BE TENPEREO. ••• •• ••• ••• • ••• E [1D �j�ZING DETAILS AND OPTIONSDETAILS AND OPTIONS n4iBN aft• ontlo A • • • • • • • • • • .•• . • • ••. • • FRAME HEAD FRAME FIXED JAMB SILL TRACK FNLWE uMe L-7703 L-7701 L-8702 O h O Y OO3 O � '� FRAME TOP CORNER ro � y 0 7 A62 I 1865- to O t0 �! 43 rn p vt 4 t`v SILL RETAINING CLIP 1 Z W —Ase I L-8705 _ d R R ra 2631 FME HED 10 urs lop RAIL id i s Z, a o ^IA39-� FRAME.WIR FRAME SILL FRAME VENT JAMB L-8701 L-8703 1AII66 _ .754 ER O FRAME BOTTOM CORNFRWE MEETING RAIL vytl� VENT TOP CORNER O L 2.374 VENT SPRING LATCH �\ FRAME SILL b N F L-7539 Ma 0 z BA43 vEMT.IALBt RUL .� W O k 1835 � MT LOCK ML m BLSS A9B F 11741 .7300 VENT INTERLOCK RAIL FIXED MEETING RAIL $ O Pg L-7705 L-7704 VENT TOP/BOTTOM RAIL O L-7707 1 « a O O O RBL FRAME SILL / MEETING RAIL FRAME M y d 066— B4O6e 6883 1373 VENT BOTTOM CORNER " A76 ,s j u 1=4 _ Abe 1.165 FRAME & SASH CORNER ASSEMBLY DETAILS ¢ VENT JAMB RAIL •• ••• • • • • • L-7708 SILL ANCHOR CUP • ��•` • f., • •4�L�,"SER 1111911117 O L-8830 GLAZING HEA11 •• �i rI1G�E� TER *•�1-fv6 ♦d`g 1��1...d�J�N�Gooi 32 L-7708 090 •• 1$ • • ••� e® W. r•'�� ABS 1 1 y 0 N 0 , 2 W Tr u50 —A62 1 • Ac • • • PRODUCTRISVISBD • ••• •. • a+eonLply61g wllh 1116 Florlde 6.794 I • • • • Building COdc 1'1Q./�/� . • • • • • AopzplmlNxi No V�/jyrjv� j7"j" o�y 1835— • .773-- ••• •.773 --A50 B 0 D • �41H1lost P`�� 1 .�nml Product Contro q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F MlAml-DADS iVIIAi11I—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCFS.(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.eov/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�buildjng code:"•0• •• •• This product is approved as described herein, and has been designed to comply N%tVtl* Florida Building .• Code,including the High Velocity Hurricane Zone. ...... ..:. ....:. DESCRIPTION: Series 113200"Outswing Aluminum Casement Window-L.M.r :....: APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Oats..* Impact 94,stment.•.•.• Window", sheets 01 through 07 of 07, dated 07/27/08, with revision "C" dated.0YLa5/14, prefaved by..:..' manufacturer, signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami--Dade-&tnty Ptoikiet(control•••••• Revision stamp with the Notice of Acceptance number and Expiration date by t1teft4ami-Dade County •, Product Control Section. ...... MISSILE IMPACT RATING: Large Missile Impact Resistant - •••••• .• . •.. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, citp'state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT; The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date,may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall bd available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1217.22 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-0908.20 MIAMI•DADE COUNTY �.. Expiration Date: March 04,2019 Approval Date: November 27,2014 ti Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1020.08) 2. Drawing No.L3200-0801, Sheets 01 through 07 of 07,titled"Series:3200 Outswing Impact Casement Window",dated 07/27/08,with revision "C"dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lauri. glass w/PVB laminate by DuPont, Test Reports No.'s HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Subunitted under NOA No. 08-1020.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2Q194 •••••• •• 2) Cyclic Wind Pressure Loading per FBC,TA'S 2b;-94 .... along with marked-up drawings and installation diagram of to series 32880eutswing••• • aluminum casement window, X configuration, w/5/16"grin. Laml. glass....: w/ PVB laminate by DuPont, Test Reports No.'s HETI-08-20 §A, HE�`�,� �2100, • HETI-08-2101,HETI-08 2102B,HETI-08-2097B,HETI-08 210,HETi-0&2104,..:..' HETI-08-2105, HETI-08-2106, HETI-08-2125 and HE,T+US••21311 -•all:dated•••;• 07/10/08, signed and sealed by Candido F. Font,P. E. """ ' . . . . ...... (Subiidtted under NOA No. 08-1020.08) •••••• . . ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09,signed and sealed by Thomas J. Sotos,P. E. (Submitted undeu•previous NOA No. 12-0127.21) 2. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 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. Jaime D.Gascon,P.E. Product Control Section-Supervisor NOA No.14-0908.20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E-1 a Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 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 to and complying with FBC 5th 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 wider previous NOA No. 12-012 7.21) 4. Statement letter of no financial interest, dated 10/01/08, signed and sealed�by-Tbomas J. Sotos,P. E. (Submitted under NOA No. 08-1020.08) ...... .... ...... 5. Laboratory compliance letter for Test Reports Na:s:.HETI-0&2099A dated 07/10/08, HETI-08-2102A, dated 07/10/08, HVF1E-j8-209,?A;%date 07/10/08, HETI-08-2103A, dated 07/10/08, HETI-082131N, dated6 V7/10/08:':". HETI-08-2099B, dated 07/10/08, HETI-08-2100, dated 077.14y, HE1LAA 2101;;:;:. dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-21=, dated 0,7/10/08, .' HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 0711070$, HETkQtk.2104;•••:- dated 07/10/08, HETI-08 2105, dated 07/10/08, HETI-092105, dated 07/10/08;....: HETI-08-2125, dated 07/10/08 and HETI-08-2131B, dated 61/168, alfislied by Hurricane Engineering&Testing,Inc.,signed and sealed by Candido F. Font,P. E. (Submitted under pr evious NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series "3200 Outswing Aluminum Casement Window - L.M.I.", approved on 03/06/14 and expiring on 03/04/19. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E-2 ANCHORS, 12 1 2- (A) 3 AT FRAME HEAD (MAX.O.C.) (C) 3 AT FRAME SILL A Al6" (rn'rAL ANCHOR CLUSTER ANCHOR CLUSTER (D) 5 AT EA. FRAME JAMANCHORS- SEE DETAIL #4 AT ANCHORS- SEE DETAIL 64 AT CORNERS) SHEET 7 OF 7 SHEET 7 OF 7 6•(MA%) (A) 6 A7 FRAME HEAD (A> 6 AT FRAME HEAD (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) (C) 6 AT FRAME SILL (FRAME SILL TYPICAL)" 4 AT EA. FRAME JAMB' AL1 (D) 4 AT EA, FRAME JAMBI B" I 38 A (MAX. cb t EN Rs) 38 A Al (MAx.)art.,'GL) N / ELRS moo, 38 -_............ 0 18"......-----...... 36 .o i e --I, Mox D.L.Oy th (MAX_)6, I AlA Al�} ; =.., 1 SO 5 8" I 5/8" 0 .............- .............. : '. ._ / ...._...... W -- ... I _ 36 o I _11 ,' — Lai ,' a \ '.LQj. s w o FFxy��dd: to u �.� _ 36 dp QO j Briadepcke al '� E J c ,- o 1 p q // Y 4 �r \ d n ! on. ' J �., lL d R I �i 3 ♦ z H L \\ z y \\ /27 u1 \ .. 0 3 o D \\ N st -11—D $4 Bl \ B I�-..-: —T �o 25•oc. MAx� a plA(, B !t' 4 e' 11 of ee hom end. a $ 4 -* o (MAX) E%T.6 INT.FALSE COLONIAL 25'O.C. (-1•yP of all Fixed MUNTINS ARE APPLIED V/ 37' AV SILICONE AND ARE WINDOW FRAME WIDTH 74' Lite Corners) WINDOW FRAME WIDTH AVAILABLE AS OPTIONAL. '°X" ELEVATION WINDOW FRAME WIDTH "XO" ELEVATION — (OX reversed) "XX" ELEVATION E%T.L INT.FALSE COLONIAL (LIMITED TO LOADS ON SHEET 5 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) MUNTINS ARE APPLIED V/ V/SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 1.) THIS WINDOW SYSTEM 13 DESIGNED AND TESTED TO COMPLY WITH THE MASONRY 13 LESS THAN 1/8', SHIMS ARE NOT REQUIRED. REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT ANCHORS NOTE; IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD, OR BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONE„ REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. WITH A MINIMUM OF l 1/4' PENETRATION INTO WOOD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE PRODUCTROVISOD ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND es mnlRlying ldlh the Florid. TO BE REVIEWED BY BUILDING OFFICIAL. DundingCOdo ,-0908.20 6:) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. AoeuplenmNO ) !/ // •• ••• • • • • • •• On � 6.) SEE SHEET M6 & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR • • • • • • • • • Zp20-17p" MAX. DESIGN PRESSURES. •• • •• • •• t1y" '.0 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED • • • • • • • • • Dtier,111Jnilnl'roduciCmn , (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET p2 FOR DETAIL& NOTES) • •am JP OOTON • R.&A N.M. �� rT/q T(�ON ]� T PROFBIBSI VNOINRBR> A.Rwieed to Com w 2010 FBC (y Y/ h`J\. 1 p\v// eJ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO Fl /668¢6%'r„'.. 8501 N.W.90 ST. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS - MEDLEY,FLORIDA 33166 Q _ B.Ranawol and ReWekn to sheet 5 k e o1 7 D IN OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 S PH No.(305) 696-8660 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W/SILICONE •• ,5`l•• C.Reddll to Com w 2014 FBC MANUFACTURER OF QUALIrY ALUMINUM WINDOWS AND CLANS DOORS 10. FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME • + • • f Al• • • "^w ea..: v..e cww r.•a ew.aora, s.w.yuodm rr.m R./.r.,w.p x.eWon 4: Y INN 3200 AND TO BE LOCATED WITHIN A +/- 1/2"TOLERANCE. • • 7• • • -�.:: oro we.D.e,„.- TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. • •-• •"_ •'n • :' • • •N. ERAZO 0 7/a7/oe Series: 3200 Outswing Impact Casement Window 11.) SEE SHEET# 4 OF 10 FOR FLANGE PERIMETER CAULK/INSTALLATION DETAIL. •• •-,•- • " ,d"a, °°'•A•Nu6• GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) + ♦♦ N.SRABO 08/26/ 12.) 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W/SILICONE .'`✓,?�:P ,7''', 1 - ".ts;' C a.on: r mwl Ry.mw.N,.me•.< o.euRea E„mem an.m DATE__'=-' ir'n,. CASF3AENI3200-oeN0A-m IS200-0801 1 or 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 3/32• ALL P.T. WOOD BUCKS 1 s/Dz• q 14 S,M.S, or WD. SCREW V// ° 1/4' TAPCONS W/ DtS Ta NCE ENGINEERED SEPARATELY DISTANCE 1 1/4' MIN. WOOD EMBED o• 1 5/32 ° l 1/4' MIN. CONC. & TO BE REVIEWED EDGE `I:r, DISTANCED v v EMBEDMENT BLDG. OFFICIAL <TYP.,.,;•+'+ � t.:' •• ..P: ALL WOOD BUCKS ° 43 ,!.r; „. ° ENGINEERED SEPARATELY .)...4.-;. o' 47 1 V+' STUCCO �' �'.+'•;;?:'F.'.':'t & T❑ BE REVIEWED ,�'.•..... .. (MIN.EMBED.) ',i 1, :. > o <:J.• (BY OTHERS) "+�;',�•', "-•" 43 BLDG. OFFICIAL (TYP.) STUCCO .t .at:• METAL LATH "z''�' (BY OTHERS):; ,`,: °.. ... •. °'V v' a" ° & STUCCO i , 43 47 t;yt 47 t I/4 (BY OTHERS) "' S0 1 1/4" ''_:;"` �1'!i^'"z'.`_( 50 (MIN.EMBED.) 2X WOOD BUCK ��'` EVADED. '6',': ' 'A:•:•�- __ ____ ANCHORED TO CONC. ,.)..:..�,� 1/4' MAX. SHIM SPACE —1 TO BE P.T. (TYP.) PERIM. CAULKING - TYP.) 1 ! EXTERIOR GRADE 2X WOOD 15 17 17 17 BUCK (TYP.) PERIMETER CAULKING 1/4' MAX. 15 BY OTHERS 1 ALL WOOD FRAMING SHIM SPACE i (TYP.) ENGINEERED SEPARATELY 24 1 15 1 & TO BE REVIEWED 1 22 23 17 Al BLDG. OFFICIAL (TYP.) A2 11 A 16 18 18 16 16 5 li �,: 1 �f' S 5 1- !; IN!. u ! j!ii 21 18 42 ii ii � 49 12 16 48 x x ii ii EXTERIOR I; .� INTERIOR zl x EXTERIOR f! ;! INTERIOR a EXTERIO INTERIOR a x r Z 13 GLASS 14 51 i J 13 '! i 14 51 > I' I' !1 a a 12 16 48 II �i 13 ,I �! a a 12 16 48 i, 18 W !! i� 49 0 1 28 42 b 1 30 a ' 6 21 21 ii 25 21 i! i` 18 16 16 16 24 27 17 BI 40 77 11OB 17 18 40 15 10 15 1/4• MA29 29 17 17 SHIM PACE 10 17 10 x. EXTGRADE -..:�. :'��y�: SHIM EXT, GRADE 1 ' PERIM. CAULKING PERIM. CAULKING 15 (TYP.) (TYP.) 17 ,tt•.,i, e - 22'23.28 "�'nl.'' 2X WOOD STUCCO ,.;:•, 246 a aa. I:y.;' BUCK (TYP.) t i/4 rJ0 (MIN.EMBED.) (BY OTHERS). o a' EXT, GRADE 4. (MIN.EMBED.) ,fidb PERIt4 CAULKING 44 x;l�: (TYP.) 44 ..i,,'1:;0 .�.. ''a #t ••• • lX or 2X �' • • • • • • • • P.T. WD. BUCK METAL LATH, STUCCO < ;?• •• • • • • 2 3/4'EDGE DISTANCE 2 3/4'EDGE DISTANCE AND EXTERIOR GRADE =1''•t+" 2t8�• GE DIS N •• • SHEATHING (BY OTHERS) •• !) • •A�y{y N.N.: LA W S O1\`T//T PRO 8 ENO aER A.RaN.N to Comp r 2010 FBC FL aa228`�_�:•., 8501 N.W. 90 5T. • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR r S.R.trowel and RoA.10e to.h..t 5•a of T MEDLEY, FLORIDA 33188 MASONRY IS LESS THAN 1/8", SHINS ARE NOT REQUIRED. Z PH No. (30S)698-8860 PRODUCTRBVISED '='??` C.Rao to Com w 2014 FBC YANU/ACTURBR OF QUALIfY ALUMINUM WINDOWS AND CLASS DOORS m complylul}wlth Ota F10tb1a • •• • .p`s) wao.cw., NU CTU t rN•Ne4.a 1'= .m Ry...w.. ANCHORS NOTE: / • • • •' O • • L',uiIAOS COdc� 08.ZU . oe-01 ANCHORS TO BE Q12 SMS OR WD, SCREWS INTO WOOD, OR ACLvppvlm id0 tl,_ _ C> • • ' • • i:1 D,t,e„�. 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., I".' m+>+t!^• • •'., • • • • •,•. Qr N. ERAZO 07/R7/0s Series: 3200 Outswin Impact Casement Window • s• •. •rt`• g P WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ••• • • • • R••t••A ew CON—11 VERTICAL CROSS-SECTIONS, DETAILS & NOTES CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 1 y �'"�` '� •-' N.ERAZo oe/za/ta 11 i d D u 1 uAact Control J e4 aww.n lnvr sew., sb t o DATE---= � c V.cwsEiaENr3zao-aetwA-ol I °x,m....,1,3200-0801 an.m $or? • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STUCCO OVERALL FRA14EWIDTH (BY OTHERS) PERIMETER CAULKING EXTERIOROVERALL VENT IDTH 15 18 7 8 1815 DAYLIGHT WIDTH 7 18 15 4i 21 12 16 48 12 66 48 21 q-',•' v 13 13 - ` a 43 GLASS GLASS 43 W a 49 I a FIXED VENT OPERABLE VENT 14 51 ! 51_._14 4l/4'd0 _ TAPCON (MI1.1 MBED.) 18 18 18 1 1/4' O i 2D (MIN.EMBED.) INTERIOR 42 47 17 111 17 16 16 E1 17 O 16 17 17 47 Lr 4 ALL WOOD BUCKS O v ENGINEERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) - STUCCO BLDG. OFFICIAL (TYR) PJ WOOD BUCK NOT BY LAWSON IND. (BY OTHERS) OVERALL FRAME WIDTH MUST SUSTAIN IMPOSED LOADS 1/4'MAX. PERIMETER CAULKING - - SHIN SPACE PERIMETER CAULKING VERL VENT WIDTH l:.,r:c: ,7.u:.:,5, 15 18 7 38 39 HT 8 37 �8 15 t5 I8 8 3 3 v i 3 EXTERIOR 36 21 EXTERIOR •;p. P 21 12 16 48 13 GLASS u 33 34 ? > - GLASS 43� �°-• 43 � ;3 43-. - 35 ~ v P _ OPERABLE VENT _ u 04' L y TAPCON 14 51 14 — p TAPCON " ..' 18 18 (MIN. 1 BEo.) ° 14 51 (MIN.IEMED.) 2 INTERIOR 2 (MIN.1EMbED,) 20 21 18 35 v •P 47 21 42 42 41 v r INTERIOR ° ;•,..;: 17 17 16 16 )7 47 ° 17 LJ1 17 16 PRODUCT RGVISGO vIwc ALL WOOD BUCKS as congilyingvidI the Florida v TIN O ('I 32 v ENGINEERED SEPARATELY 8uildingColl l' & TO BE REVIEWED AcccimOIDa icoNO 9Og,� •• ••• • • • • •• r i _ (ZD2 31 • •• • • • BLDG. OFFICIAL (TYP.) • •• • •. • • ••• • voila l'roducl Control / • 0 ••WHO W. • R•i•ea Neu,: �1 1 I / S®1 9 PRO RNOINE,Eg'.r A Rammed to Compy w 2010 FBC 13 65286.,!- 8301 N.W.90 ST. • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR B.Renewal eM RMeion to sheet 5&8 0l 7 MEDLEY,FLORIDA 33166 MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. �; ) PH No.(305 698-8880 • •t!9 • 0,0., ' d to Complyw 2014 FBC MANUPACTURRR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ANCHORS NOTE: • r • ?z• • •: • • o..w ca.w pn cww pw hal.rp: J«s.nmA.0 n.w,Rrfmmr.n Rwwn p ANCHORS TO BE #12 SMS OR WD, SCREWS INTO WOOD, OR •� �t 'I`,`• MBEY - 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., • •• • • • • • N. ERAZO 07/21/0e Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ••• • aa•` RlF„d M "i1•"^i° HORIZONTAL CROSS-SECTIONS, DETAILS & NOTES CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) - ' ter.. �s N.BRAZO oa/26/14 ..r• - RrvYr•n lr•rl J,Ww Tradwl R,J,rmer N _ O,eu4np Nu , JMr4 RATE ----- ::Ai"}r 'e c CASEMENnZOO-081404-01 L3BD0-0001 aory • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW - HILL OF MATERIALS LIST ITEM y DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS ITEM y DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 1 L-3001 LII-118 1 FRAME HEAD 6063-T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE • 2 L-3002 LII-115 1 FRAME SILL 6063-T6 ALUMINUM 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 3 L-3002 LII-115 2 FRAME JAMB-HINGE SIDE 6063-T6 ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 4 L-3002 LII-115 2 FRAME JAMB-LATCH SIDE 6063-T6 ALUMINUM 44 SEE ELEVATION FRAME SILL CLIP SCREWS #12 X 1 1/2" PH SMS 5 L-3004 1_II-119 2 VENT TOP RAIL 6063-T6 ALUMINUM 45 SM-5504 ISEE ELEVATION FRAME/VENT ASSEMBLY SEALANT • 6 L-3004 I LII-119 2 VENT BOTTOM RAIL 6063-T6 ALUMINUM 46 ISEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 LII-119 2 VENT SIDE RAIL-HINGE SIDE 6063-T6 ALUMINUM 47 L-3007 1_11-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3" 1_.) 8 L-3004 LII-119 2 VENT SIDE RAIL-LATCH SIDE 6063-T6 ALUMINUM 48 L-3009 LII-159 AS READ. GLAZING BEAD - 7/16" 6063-T5 ALUMINUM 9 L-3003 LII-116 AS REO'D. IN-POST 6063-T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SDS 10 L-3006 UI-111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063-T6 ALUMINUM (3" L.) EXT. GRADE BACK BEDDING 50 8 X POST IN-POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 11 L-3005 UI-113 AS REQD. FIXED LRE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L,) TO BE APPLIED BEHIND 51 OC-899 AS REQD. I GLAZING SEALANT - SILICONE • 12 L-3010 1_11-7708 AS READ. GLAZING BEAD - 5/16" 6063-T5 ALUMINUM WINDOW FLANGE BY INSTALLER (TYP,) ALL WOOD BUCKS 13 1 L-7531 L-7531 AS REQD. GLAZING BEAD BULB VINYL PVC VINYL FACE CAULK 2X WOOD ENGINEERED SEPARATELY 14 SM-5731 AS REQD. GLAZING SEALANT - SILICONE BY OTHERS (TYPJ BUCK <TYPJ & TO BE REVIEWEDBLDG. OFFICIAL (TYPJ 15 1-3012 U-110 AS REQD. WEATHERSTRIPPING - FRAME/VENT PVC VINYL 16 L-3011 LII-133 AS REQD. GLAZING BEAD 11/16" LAM./INSUL. 6063-T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME fF 12 S.M.S. or WD. SCREW 18 L-3013 8 CORNER KEY PER VENT d - W/ I 1/4' MIN, WOOD EMBED • V 19 L-3013 4 X POST CORNER KEY PER IN-POST 20 8 FRAME ASSEMBLY SCREWS #10 X 1" PH SMS IN.EIABED.) 21 8 VENT ASSEMBLY SCREWS #10 X 1 1/4" PH SMS WINDOW FRAME \ -_ 22 2 X VENT 4 BAR 90' HINGES - STD. k H.D. a 23 2 X VENT 4 BAR 45' HINGES - STD. h H.O. • EXT. GRADE BACK BEDDING - _-___ 24 AS REQD. HINGE MOUNTING SCREWS #10 X 1/2" P.H./PHIL. B EXT. GRADE PERIMETER TO BE APPLIED BEHIND CAULKING 25 i X VENT VENT OPERATOR - DUAL or SINGLE p NOT BY WINDOW FLANGE BY 'LAWSON INDUSTRIES', INSTALLER (TYP.) 28 4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./PHIL. SDS TO BE APPLIED BY 27 1/ OPER. STAINLESS STEEL "C"TRACK + OTHERS (TYPJ .f'?r• q\ 28 2/TRACK TRACK MOUNTING SCREWS /8 X 1/2" F.H./PHIL. SDS `EXTERIOR GRADE STUCCO OR EXTERIOR FINISH ;•� �... PERIMETER CAULKING 29 1/ OPERATOR STUD BRACKET CONNECTOR /iC"•"" BY OTHERS (TYPJ 30 2/ BRACKET STUD BRACKET SCREWS N8 X 1/2" F.H./PHIL. SOS BY OTHERS (TYPJ ,'!",'� ^�`��'° METAL LATH, STUCCO O 1/2' AND EXTERIOR GRADE 31 1/VENT LOCKING HANDLE SHEATHING (BY OTHERS) 32 2/ LOCK I LOCK HANDLE MOUNTING SCREWS X110-32 X 3/8" PH MS FRAME PERIMETER CAULK DETAIL 2 WOOD FRAME INSTALLATION DETAIL 33 1/VENT LOCKING MULTI-POINT BAR SUBSTRATE: PRODUCT RRVISED 34 1 X LOCK POINT TIE BAR NYLON GUIDES + SEE MULLION APPROVALS FOR A9 comlu in wNttlm Florida CONCRETE DR T D 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1" PH./PHIL. B P.T. WOOD kNOIE TYPE, SIZE AND MAX.SuBdinBC'nAc RESSURE LIMITATIONS.AscelualcoNo —'��V.2 38 1/LOCK KEEPER (ST. STEEL) BY OTHERS (TYP.) L'xn on Ja!o G'O 37 2/ KEEPER KEEPER MOUNTING SCREWS 21 ER PRESSURES OF 41 i - 17 SEMENT WINDOW, OR • �rt ;f I I o{5 : : ••• 38 L-3014 4 SNUBBER 6063—TS ALUMINUM SHALL GOVERN. • '+" 39 2 SNUBBER SNUBBER INSTALLATION SCREWS 8 X 1 2" PH SMS • •• • .• =I�'ar� ••• • I/4' MAX. ft Rear �� Tag T� 7• 7 SHIM • • R'166R+�• ,R.vb•d to Com w 2010 FDC V v,/ 1�tll P4" i'/ 2e6`•,�!•. ,� 8501 N.W.90 ST. S.M.S. X 1 1 4 L. " ")' MEDLEY, FLORIDA 33166 /" ��3,,r D.Renawol and Raddon to chat S h 6 of 7EV. FOR SPACING +' �- •-� C. PH No. (30S)686-8660 I1�4' b to Co w 2014 FOCYINL/AClURdR Ol aUALITY ALUYIRUY II/HDOIIS ARD OLAS9 DOORS • • • • • �.•.�..' • • revwCtuuLbNJ•ry: Jl1MINFLARED.) NOA Y 3200 LCNOA 06-0I1 5/32 PERIMETO FRAME Y"Y••'• N. ERAZO D.n 7%27/oe Series: 3200 Outswin Impact Casement Window EDGE 3A . .. . .., .:.: g P DISTANCE *00 aw N.eRAzo o6/2=812-1 e/14 HILL OF MATERIALS LIST AND DETAILS ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAII �.��,•.• A.,.a ,. �• D ew.: n>a.t a J.-M�Fxriioo-oaxoA-o1 A '"A'""" lazoo-oeol T. 407 7 DATE_ _ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16" LAMINATED GLASS COMPOSITION TYPE-"A Flange Frame Window Glazed with ITEM DESCRIPTION DETAIL 3200 Impact Casement Glass Type"N' Glass Type"U' Class Type"C' Glass Type"Y' Glass Type"E' 1 1/8'ANNEALED GLASS 13 Configuraflon:"X" 6116"Annealed Glass 6116"HS.Gass-PVB 5116"HS.Gass-SGP 7116"Annealed Glass 11116"Anrwaledlass 2 0,090'PVB INTERLAYER Size Width Height Anchors DP(+) DP(-) DP(+) DP(-) --UP-(+) DP(-) DP(+) DP(-) -DP(+) DP(.) S.utacltr PVD by DUPONT or (in) Head/Sill Jamb psf flex PVB by Eastman Chemical Co. Code (in) pit-Ps --Pd psf psf psf Pill Pd 3 1/8'ANNEALED GLASS 12 19.125 20 2_ 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 16 LAMINATED GLASS COMPOSITION TYPE "B" 14 W 14 19.125 50.625 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL 16 19.125 63 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 9/16 16 19.125 74.25 2 5 69.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 1 1/8'HEAT-STRENGHT-ENED GLASS GLA ING TE 2 0.090'PVD INTERLAYER F= H32 28.5 28 3 2 59.0 59.0 70.0 82.0 70.0 82.0 1 70.0 73.0 70.0 73.0 Saflex PVB by Eastman Chem-1 Co. 1.10--=4 6/16" Laminated H33 26.6 38,375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 1 70.0 73.0 70.0 73.0 L 1 0340 a 3 Vflo HEAT-STRENGHTENED_GLASS 0 H34 26.6 50.625 3 4 59.0 59.0 70.0 82.0 .0 82.0 70.0 73.0 70.0 73.0 - 48 H-35 26.5 63 3 5 59.0 69.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 16 LAMINATED GLASS.COMPOSITION - TYPE "C" 13 0 H36 26.5 74,26 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL 0 2-2 37 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 1 1/8'HEAT-STRENGliTENED GLASS_ _ - .= =�===7�.1 23 37 38.376 3 3 %0 69.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2 0.090'INTERLAYER A IMEM S-tryalo-Imt-I.y.,by B.P.mt 24 37 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 1 73.0 1 70.0 73.0 3 1/41'HEAT-STRENGHTENED GLASS 25 37 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 26 1 37 74.25 1 3 5 1 59.0 59.0 70.0 82.0 - - 14 2020 24 24 2_ 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70+0 73.0 9/16 2030 24 36 2 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 16 LAMINATED GLASS COMPOSITION TYPE-"D" GLA*INGITE 2040 24 48 2 4 59.0 69.0 70,0 82.0 70.0 82.0 70+0 73.0 70.0 73.0 ITEM Disco uniom DETAIL 7/18" Laminated 2060 24 60 2 6 69.0 59.0 70.0 82+0 70.0 82.0 70.0 73.0 70.0 73.0 1 3/16'ANNEALED GLASS .187-1 2060 24 72 2 6 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2 0.090'PVB INTERLAYER 2620 30 24 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 1 70.0 73.0 San..PVB by E-tmarl Chemical Co. T In LU 2630 30 36 3 3 69.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3 3/16'ANNEALED GLASS ly 2640 30 41 3 4 59.0 69.0 70+0 12,0 70.0 82,0 70.0 73.0 70.0 73.0 U) 2650 30 .60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 31 18 LAMINATED GLASS COMPOSITION TYPE "E" 2660 30 .72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL2820 32 24 -3- 2 59.0 59.0 1 70.0 62.0 70.0 82.0 70.0 73.0 70.0 73.0 1 1/0'ANNEALED GLASS 2830 32 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 - 2 0.090'PVB INTERLAYER 2840 32 48 3 4 69.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 S.A..PVB by East-Chem- co. w. 14 2 2850 32 60 3 5 69.0 69.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73,0 3 1/0,ANNEALED GLASS /16 2860 32 72 3 5 1 59.0 69.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 4 1/4'INSULATED AIR SPACE -0A 1/1'1 111 3020 36 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 730 700 73.0 5 1/0'ANNEALED GLASS 11/16" Laminated/Insulated 3030 36 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.073.0 3040' 36 48 3 4 59.0 59.0 70.0 820 70.0_ 82.0 70.073.0 LAMINATED GLASS TYPES GLAZING OPTION 3060 36 60 3 5 59.0 2 N '-' 70.0 82.0 70.0 73 O DETAILS 3060 36 72 3 5 59.0 NO 7L..O 82.0 - I - PRODUCT REV ISED a,w 111yjap%,jifi Lha Florida Acceplmue No lll"';Collo 26 .00 00: ai64 031,1414-1 SOT PROFEMONA111ING&BIR'D 's'==dta,1-,ty 2010 FOC LA WSON 8501 N.W.go ST. a.Renewal and R.W.1-to sheet 5 of 7 MEDLEY,FLORIDA 33166 PH No.(305)696-8660 0 C.Ro,[Vd to Co MANUXACFURINI OF QUALITY ALUMINUM WINBOYS AND CLASS DOORSVly 2014 FRO '* 0 • D-:Z. �� 0 •i• aASSDAOJVAtvftwlm Is r 1' s ... Is - "0"all D. N. ERAZO 07 7 Series: 3200 Outswing Impact Casement Window Rm&.4. GLASS & DIP CHARTS AND GLAZING DETAILS FOR "X" UNITS K.ERAZO 09/26/141 71014 I-L JeaG: hrd"el R! .DATE--.. CL3200-0801 5 or 7 - 0 0 0 0 0 0 000 0 0 O FRAME IN-POST RAIL 1.218 VENT RAIL 6063-T6 ALUMINUM ~'•435 ¢" ¢" ASSEI.I,6LY SCREWS rr 2 10 X 1 1/4" P,H./HIL.SMS OFRAME HEAD I .082 r1" EY�SC�EWS 1 1 rr VENT RAIL L-3001 H./HI. SMS2 _----- 16 6083-T6 ALUMINUM � � I 1 1 na.o 2.250 0.062 2.312 _-._..__..�...--__ .062 0.082 17 ----------- 62 19 .71 1.119 I1.0820 ANCHOR CLUSTER ° - z y,3g 1 '6 (HEAD/SILL TYPICAL) 1 VENT JAMB I 4.797 FRAME IWAB -- -- O t7 19 1.2t 1.875 5 6 7 8 INPOST ANCHOR DETAIL FRAME CORNER DETAIL VENT RAIL CORNER DETAIL 500 2 3 ¢ VENT RAIL FRAME IMPOST FRAME SILL/ JAMB 0.062 L-3004 -SEE MULLION APPROVALS FOR 6063-T6 ALUMINUM MULLION TYPE, SIZE AND MAX. L-3002 DESIGN PRESSURE LIMITATIONS. 3 6063-T6 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR MULL SHALL GOVERN 2,250 -,062 2•02 1/4' MAX, j SHIM r.062 0.062 S 12 S.M.S. X 1 SPACING L. I SEE ELEV. FOR SPACING FRAME SILL so 2.399 0.688 ' 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: ------ - - - ----- - 0.078 47 FRAME SHEAR PLATE 0.340 �_� + (STEEL OR ALUM. 1/8" MIN. THICK) L-3007 r- A) STEEL : Fy = 36 KSI MIN. 6063-T5 ALUMINUM 0.120 B) ALUMINUM : 6063-T5 MIN. ASSEMBLY)SCIRE�WS4" 1.215 P,H,/HIL.SMS / 1.231 ALUMINUM SNUBBER PERIMETER 3B WINDOW FRAME FRAME IMPOST DETAIL 38 L-3014 FRAME & SASH CORNER ASSEMBLY DETAILS 0.377 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL - 10 FRAME SILL ANCHOR CLIP .094 11 L-3006 )- PRODUCT RC•,VISED FIXED LITE MOUNTING BRAC[D;"I' 6063-T6 ALUMINUM oscampi7ingwitbOlePlo- 13 .97D L-3005 1)uildingCode. "! 08.20 0.094 AcceptW1-No_ 0.188 6063-T6 ALUMINUM L,Uglir9t}q�rpote r 2c 1L --f:.ae ✓yrs�._� 0.070 � • • • • • • • • • �y�-„-�__' " • • •t...• • • • • t+lla9il Ded°Ptoducl control 2.794 .478 • •• ,•�'♦ • '•. ••• • 12 GLAZING BEAD 16 GLAZING BEAD GLAZING BEAD •• •t 1Oli1i o IN al e'.• Ivn Nmrr �� ® ]�T A.Revu<4 le com w 2010 Fac 1 �/ 6/16° Laminated 48 n LIC 6278'. 850t N.W. 90 ST. 6/1.6" or L-7708 11/16"Insulated/Laminated 7/16" Laminated B.Ra...oI mw P-Won W.neat 5 h a of 7 B. MEDLEY.FLORIDA 33188 L-3011 or 1,11-133 L-3009 or IJ1-169 1VDVSTR s PH No.(305)698-8880 6063-T5 ALUMINUM 6083-T5 ALUMINUM • •• • }•; G R W Dom w/2014 FOC YINDIACTDRlR OF QDILrY ILBYINUAF WINDOWS AND CUSS DOORS 6063-TS ALUMINUM • • • • • :,•.' • • n,w,o eww i..s ew« nos cervern s.H../m4.� n.re R.Jrr.,w.F: 11 r .: 0.050 • • • { :'-•;• Y L 06-01 0.050 • • • • �:.;• u7Ay:• al.or.w,r 0.801 0.915 0.01 • . N.ERAZO o7 97 oa Series: 3200 Outswing Impact Casement Window I 0.391 0.266 ••• • •, • e�w Dst.e N.7RAzo oa e5/14 EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS .68 0.050 0.68t� L0.115 0.688 s.w, r.esoer..lwne.mrme.r: wou4ro Nw�r.: 8M.4 DATE_-_ C rwsoeerR3zao-O.W.-Dl L3200-0801 7 oe 7 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • CI(A19 wr B4//AMd2 w ww 11p, (Requestor's Name) (Address) 700282625367 (Address) (City/State/Zip/Phone#) 02/26/16--01010--008 **12S.00 . . .... ...... .. �... .• PICK-UP WAIT MAIL •••••• •••• •••••• .... .... . . .... .... ..... (Business Entity Name) •••••• ••• •• ••. . .. .. .. . ...... (Document Number) •••... 1 Certified Copies Certificates of Status + f '.� d� •• Special Instructions to Filing Officer. #; �; •'r � rn �c r^ cc tJ'r� N Gfsa^'. 'r ED o p Office Use Only �Aa 41 Z�t� 6• M COVER LETTER ; �• ., TO: Registration Section Division of Corporations • SUBJECT: Name of Limited Liability Company The enclosed"Application by Foreign Limited Liability Company for Authorization to Transact Business in Florida,"Certificate of Existence,and check are submitted to register the above referenced foreign limited liability company to transact business in Florida.. Please return all correspondence concerning this matter to the following: `,.J. 10. GAnal Name of Person Firm/Company .... . . .... ...... 9:91 UnLg4 Ve tl ave ;S U 4@ /5 Sy Address ...... . .... .... . . EL- 33131 .... .... ..... City/State and Zip Code .. .. .. . ...... �lecr�d 1 ce ...... E-mail address:(to be used for f1iture annual report notification) :....: For rurther information concerning this matter,please cal I: ••• hcc l0. C_A40. —at( Name of Contact Person Area Code Daytime Telephone Nber 4 r-I MAILING ADDRESS: STREET ADDRESS: ,��•n 7.1 Division of Corporations Division of Corporations r rn Registration Section Registration Section cn.`� • P.O.Box 6327 Clifton Building rr Tallahassee.FL 32314 2661 t xecutive Center CiF�1e-+ ' Tallahassee,FL 32301 F---c Enclosed is a check for the following amount: $125.00 Filing Fee ❑$130.00 Filing Fee& O$155.00 Filing Fee& C3$160.00 Frig Fee,�rtificate Certificate of Status Certified Copy of Status&Certified Copy A AI`Pt CATION BY FOREIGN LIMITED LIABILITY COMPANY FOR AUTHORIZATION TO TRANSACT BUSINESS IN FLORIDA INCOMPLAA U WNHSEC770N 605.0902 ROR04 STA7UIES 77E FOLLOWING ISSUBMI77F.D 70 REGMU A FOREIGN Illt-!lIF.D L4BHJTY COMPAW 107 A1,11 tMVS?NM IN77 E STA 7EOFFLORIDA- 1. V 1co 4(pmg, LLC (Name of Forcign Limited Liability Company;must include"Limited Liability Company, "L.L.C.."or"LLC.") (If name unavailable,enter alternate name adopted for the purpose of transacting business in Florida.The alternate name must include"Limited Liability Company,"'11.C.-or"LLC.") 2 (Jurisdiction under 3 n er t e law of which foreign limn liability itty (FE1 number,if applicable) company is organized) 4. (Date first transacted business in Florida.if prior to registration.) (Sce sections 605.0904&605.0905.F.S.to determine penalty liability) 5. - - G7 1 3riGtKe« IS TA mm'o 131 (Street Address of Principal Ofticc) 6. • • •••• •••••• •••••• •••• •••••• (Mailing Address) """ ' ;••.,; 7. Name and street address of Florida registered agent: (P.O.Box NOT acceptable) "" •••• ••••• /' •...•• . •.• ..•.. Name: �riL•r"« • •' Office Address: 1 �3f c cell a set/ a is 5o >_- M,% ....:. -_ "ZLo n?1 ,Florida LWF. (City) (Zip code) 1• ••: Registered agent's acceptance: Having been named as registered agent and to accept service of process for the above stated corporadpit the'Pace d— ted in this application,I hereby accept the appointment as registered agent and agree to act In this capacity. hei;?gree to)-Wmply with the provisions of all statutes relative to the proper and complete jerformance of my duties,and lam",faatir with and accept the obligations of my position as registered agent t} Cf (Regis signature) 8. The name,title or capacity and address of the person(s)who has/have authority to manage islare: hLIn-1— 4 Ort-4 GtrlaC0002r-- 9.Attached is a certificate of existence,no more than 90 days old,duly authenticated by the official having custody of records in the jurisdiction under the law of which it is organized.(if the certificate is i foreign language,a translation of the certificate under oath of the translator must be submitted) Cy Signature of an authorirud person This document is executed in accordance with section 605.0203(1)(b),Florida Statutes.I am aware that any false information 0 Submitted in a document to the Department ofStateconstitutes a third degree felony as provided for in s.817.155,F.S. ✓t Canal ,� a� r Typed or printed name ofsignel; -RE T Y OF STA y�' r ,t CERTIFICATE OF EXISTENCE 0••••0 • WITH STATUS IN GOOD STANDING '••' 00 0 990.09 00:9 ; 00:0 1, BARBARA K. CEGAVSKE, the dulyelected and qualified Nevada Secreta oPSt'ate, do 00900 q Secretary 9999 9999 hereby certify that I am, by the laws of said State, the custodian of the records relmju;.t) filings".0• 0 by corporations, non-profit corporations, corporation soles, limited-liability compsnidimited ... 9009.' partnerships, limited-liability partnerships and business trusts pursuant to Title 7&tIV Nevab•o : 'i 0•: Revised Statutes which are either presently in a status of good standing or were ir;A6&!l:standing' for a time period subsequent of 1976 and am the proper officer to execute this ceriific4e. ;000000 ...; 0 . 0000 I further certify that the records of the Nevada Secretary of State, at the date of this certificate, '•: evidence, VERO HOMES, LLC,as a limited liability company duly organized under the laws of Nevada and existing under and by virtue of the laws of the State of Nevada since January 8, 2016, and is in good standing in this state. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the Great Seal of State, at my office on February 3, 2016. BARBARA K. CEGAVSKE Secretary of State Eiectronic Certificate Certificate Number: C20160203-2325 You may verify this electronic certificate online at http:liwww.nvsos.gov/ i - - —