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WS-15-3077 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL- -' ' Phone:(305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-:24923$ Permit Number: WS-12-15-307741 Scheduled Inspection Date: September 07, 2016 Inspector: Mesa, Michel Permit Type: Windows/S'hutters 4. Inspection Type: Final Owner: , Porto Cabral LLC Work Classification: Window/Door Replacement ct Job Address:500 NE 92 Street Miami Shores, FL Phone Number Project: <NONE> Parcel Number 1132060141200 I Contractor: ACTION GENERAL CONTRACTING, INC Phone:(786)290-0507 Building Department Comments REPLACEMENT OF WINDOWS (12) AND DOORS(3) Infractio Passed Comments` INSPECTOR`COMMENTS False Inspector Comments Passed Failed Correction Needed �i Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. z'p September 06,2016 For Inspections please call: (305)762-4949 Page 2 of 40 f� ¢ Miami Shores Villages WlndoWseSit ui rfi 10050 N.E.2nd Avenue NE sf,aowr- n"Dopr Rl tTY ' Miami Shores,FL 33138-0000 Phone: (305)795-2204x coxu ` Ittt.. Expiration: /311201 Project Address Parcel Number Applicant 500 NE 92 Street 1132060141200 Miami Shores, FL Block: Lot: Porto Cabral LLC Owner Information Address Phone Cell Porto Cabral LLC FL 500 NE 92 Street Miami Shores FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 4,800.00 ACTION GENERAL CONTRACTING,M (786)290-0507 _.. _. ._ Total Sq Feet: 0 Type of Work:REPLACEMENT OF WINDOWS(12) AND DO Available Inspections: No of Openings:15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:12 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 DBPR Fee Invoice# WS-12-15-58030 $3.75 03/04/2016 Check#:1131 $301.50 $0.00 DCA Fee $3.75 Education Surcharge $1.00 Permit Fee $250.00 Scanning Fee $36.00 Technology Fee $4.00 Total: $301.50 In consideration of the issuance to me of this permit, I agree to perfo the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plan , rawings,statem n s or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all ork done by either self, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHA WINDOWS,DO ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the for goin inf�na mation is acc r e and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authori a the bo e c tr r rk stated. March 04, 2016 Authorized Signature:Owner / ppl' 1 ntra o / Agent ate Building Department Copy March 04,2016 1 Miami Shores a Villag I' Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20N BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. S I o2 1. ' �j k�LBLIILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS kCHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �— City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Con truction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: Address: City: State: . Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Com any Name: \ iv6� 4hone#: al'o Address: City: S State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency M cc DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: 1 00% W Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/ eplace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$_ .00 Radon Fee$ DBPR$ •e� Notary$ . Technology Fee$ (4 Training/Education Fee$ ( .03 Double Fee$ Structural Reviews$ 0 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 posteddnotice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature t OWNER CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was �acknowledged before me this I-�day of Q� 20 1 S , by - day of ,20S ,by l O who is personally known to IJP,CIY- L;�:Do ,who is�persona lly_known to d+ me or who has produceVCS-- JjaNs me or wjoh produced L.i�IU�� 7 as identification and who did take an oath. identificand ho did take an oath. NOTARY P LIC: NOTARY Sign: Sign: _ t Print: �U Print: i\YIIA Z. Seal: 4�Y°�ey Notary Pui%ic State of Florida :o� ;•.`4� VIRA Seal: LOPEZ Sindia A:varez * * MY f�1t1�810N i FF 072394 My commission FF 158750 WIRES:Marc►21,2018 OF IV Expires 09,0312018 mr, «wopo< BwWftvW"S9vim APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 91 STATE OF FLORIDA - DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 BURNS, BRIAN V ACTION GENERAL CONTRACTING, INC 16850 112 COLLINS AVE.#284 SUNNY ISLE FL 33160 Congratulations! With this license you become one of the nearly - - - -one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range 0-11 STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CGCO20464 kSSUED: 05/10/2015 serve you better. For information about our services,please log onto www.mytlofidalicense.com. There you can find more information CERTIFIED GENERAL CONTRACTOR about our divisions and the regulations that impact you,subscribe BURNS,BR{AN V to department newsletters and learn more about the Department's initiatives. ACTION GENERAL C©NtACTING,INC Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration date:AUG 31,2016 L1505100000975 DETACH HERE RICK SCOTT,GOVERNOR KEN-LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONa CONSTRUCTION INDUSTRY LICENSING BOARD CGCO20464 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 1016 BURNS, BRIAN V ❑ ACTION GENERAL CONT CTI NG, INC 16850112 COLLINS AVE d2S4 SUNNY ISLE FI_.33160 ISSUED: 05/10/2015 DISPLAY AS REQUIRED BY LAW SEQ# L1505100000975 W IMIM Local Business Tax Receipt Miami—Dade County, State of Florida HIS IS NOTA BILL — DO NOT PAY 71$6246 T BUSINESS NAMEILOCATION RECEIPT NO. EXPIRES ACTION GENERAL CONTRACTING INC RENEWAL SEPTEMBER 30, 2016 16850 COLLINS AVE#284 7487137 Must be displayed at place of business SUNNY ISLES BEACH R 33160 Pursuant to County Code Chapter BA—Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED ACTION GENERAL CONTRACTING INC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 1 CGCO20464 $45.00 08/28/2015 CHECK21-15-118022 This Local Busing Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a Gcanse, permit are certification of the holder's gualificadoes,to do business.Holder au'at comply wits any governmental or eongovornmentai regulatory laws and requirements which apply to the basin. The RECEIPT N0.above mast be displayed on all commercial vehicles—Miami—Dade Code!am N-276. For more is hmnabou,visit waawmiamidaale aovhexcolieatnr AR O CERTIFICATE OF LIABILITY INSURANCE DATE(MM//15 rr) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONAME:NTACT TEAM USA INSURANCE PHONE . (305)933-2600 a No): (305)932-6628 18518 W.Dixie Highway -DDRESS:MAIL janraylily@hotmall.com Aventura,FL 33180 INSURER(S) AFFORDING COVERAGE NAIC# Phone (305)933-2600 Fax (305)932-6628 INSURERA: GRANADA INSURANCE COMPANY INSURED INSURER B: Action General Construction Inc INSURER C: 16850-112 Collins Ave#284 INSURER D: North Miami Beach,FL 33160- (786)290-0507 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INTR TYPE OF INSURANCE ADD UBR POLICY NUMBER MMMIDDCY EFF MPNO�UCp EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 © COMMERCIAL GENERAL LIABILITY PREMISES Ee oNrrrence $ 100,000.00 A ❑❑ F-1CLAIMS-MADE ❑ OCCUR Y Y 0185FL00071121 05/29/2015 05/29/2016 MED EXP(An one person $ 5,000.00 PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000.00 ❑ POLICY ❑ PRO ❑ LOC I $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ ALL OWNED ❑ SCHEDULED BODILY INJURY(Per accident $ NON-OWNED PROPERdY DAMAGE $ ❑ HIRED AUTOS F1AUTOS Per accl ent ❑ ❑ 1 $ ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAR ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTIONS $ WORKERS COMPENSATION ❑WC STATU- ❑ OTH- AND EMPLOYERS'LIABILITY Y/N ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N/A (Mandatory In NH) F-1 E.L.DISEASE-EA EMPLOYE $ If yyes describe undue DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additlonal Remarks Schedule,H more space is required) TYPE OF CONTRACTOR OR CONTRACTOR,S LICENSE#020464 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABODES�RIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE TH REOF, OTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE LILY PROVISIONS. 10050 NE 2 AVE AUTHORIZED REPRESENTS MIAMI SHORES,FLORIDA 33138 lidda mirabal - ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105)OF The ACORD name and logo are registered marks of ACORD 9KP . ups ts- , r JEFF ATWATER CMF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION •'CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual fisted below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 3/24/2014 EXPIRATION DATE: 3/23/2016 PERSON: BURNS BRIAN V FEIN: 300794869 BUSINESS NAME AND ADDRESS: ACTION GENERAL CONTRACTING INC 999 W.PROSPECT ROAD OAKLAND PARK FL 33309 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pureuant m CheDrer 440.x(14),F.B..an officer m e�m�who ekxar eaerrgtlon 6wn ads dmp�at IW�teg a m eleUtan wMer tlds sedbn mmf�rr rmd nxarer beim8to or eompatmaaon urdertlds dam Poaumdb Chaptar440.05(1�.FB.,Ce�Hea6as m elec8on M be w��..eomq ady wakfn are eoope mtlre bsiresea or bade hoed an th rotlrs mem to be eza�PwBvaMto t 040.�(13�F.B..Nmkea maw- to be eecanpt are!oeraewres m eletliaa to be wmn�t alma be> b rwoesgon u,of a,y maa ager Me ung mare ao9oa or nre Fsavenw mage earu6wto. are p�nanred ai are�relk:e m eaNeeate rre kager rreekt are remdrerretds mads aecaai Wr koree�m e .Trre deparlmmd alma revoke a DFS-F2-DW—'252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED W13 QUESTIONS?(850)413-1SD9 R am®® �� Miami hores Village Building Department �R{ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel. (305)795.2204 Fax: (305)756.8972 Notice to Owner -- Workers' Compensation Insurance Exemption Na" 'ISSETM Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any constriction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: O State of Florida County of Miami-Dade The foregoing was acknowledge before me this day o' ,20 PN . By ' who is personally known to me or has produced iltk, as identification. Notary: SEALa°t�''~ vl;i LOPEZ t W MWISM i FF 077384 EKES:i 21,2018 !4 a BQA*R uWNftyS0iC% Action General Contracting 12/17/15 State Florida County of Dade Before me this day personally appeared Brian V. Burns , who being duly sworn, deposes and says: The Contractor has provided an affidavit stating that he will be the only person allowed to work on your project. That he will be he only person working on the project located at : 500 NE 92 street- Miami Shores , FL. Sworn to (or affirmed) and subscribed before me this 17 day of December,2015 Brian V. Burns Personally Know Or Produced identification �li ��''� L��° Type of Identi p o uceLi EW eP Print, Type or Stamp Na a of Notary ELVOLOM MY COMMON i FF OW Detail by Entity Name Page 1 of 2 z Detail by Entity a Florida Limited Liability Company PORTO CABRAL LLC Filing Information Document Number L14000186436 FEI/EIN Number 47-2578765 Date Filed 12/05/2014 State FL Status ACTIVE Principal Address 1 SE 3RD AVENUE 2900 MIAMI, FL 33131 Mailing Address 1 SE 3RD AVENUE 2900 MIAMI, FL 33131 Registered Agent Name &Address MARX & FRANKEL PA 1 SE 3RD AVENUE 2900 MIAMI, FL 33131 Authorized Person(s) Detail Name &Address Title MGR HENARES PORTO, RICARDO 1 SE 3RD AVENUE, SUITE 2900 MIAMI, FL 33131 Annual Reports Report Year Filed Date 2015 03/26/2015 Document Images http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/10/2015 .� A • . . • . .• Garaget; I TY .. .. Not . . ... . ... . .09�Oabma COPY -LL.- • • • •00 00 • r, CL LU ��to��lf = `� Kitchen Bedroom #1 W 1 LWr L.L. r W O Dining n¢ 9C5 p � 0 _ c C/) Family Room O > 0 a LU IL V J IL > ❑ W c=a 3 W LU Lip LL 2 ❑ Z ❑ CJ Q nz Q ° m co Bedroom #2 r Sheat No. b � I MIAMI-DADE MIAMI--DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIVIINISTRATION DIVISION T(786)315-2530 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �v�.miamidAde.¢ov/econotnv Lawson Industries,Inc. 8501 NW 9Q.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 belotiv.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 Produtd'Cantrol Section that this product or material fails to meet the requirements of the applicable bUdinppcode. This product is approved as described herein, and has been designed to comply wife*qg Floridp•) �uilding • Code,including the High Velocity Hurricane Zone. • 00 0 DESCRIPTION:Series"HS--8700(Flange-Frame)"Aluminum Horizontal Sliding Window�L�M I. • APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Hori;WUI Rollfg Flange . Impact Window",sheets 01 through 10 of 10,dated 05/30/09, with revision"B", da. /11/14.... .....,*r*pared :•• by manufacturer,and signed and sealed by Thomas J.Sotos,P.E.,bearing the Miam1'-.I2jJ2 County- . duct 0• Control Revision stamp with the Notice of Acceptance number and Expiration doe by the Miami-pade .... ; County Product Control Section. :69000 MISSILE IMPACT RATING:Large and Small Missile Impact.Resistant ••• 0 :006 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cii, 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 i 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. MIAMMADE Co 7Y 4 NOA No.1 490$.74 . t -f3p"P Expiration Date: April 11,2017 Approval Date: November 13,.2014 Page I t Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAHMD A. DRAWINGS 1. Manufacturer's die drawings and sections. _ (Submitted under previous NOA No.11-0705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and'installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and. 1/3, 1/3, 1/3) configuration, prepagd by • •• Hurricane Engineering & Testing, Inc., Test Reports No.'s*HtU 10 3449.and .' HETI-10-3051,dated 03/23/11,signed and sealed by Candido F-FQnt,P.H.• ••••:• (Submitted under previous NOA No. 11-0705.10) ""• • 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per VAC-TAS W&W • .... . ..... along with marked-up drawings and installation diagrapl•.d 8 spg9tnens .•:.•• of an aluminum horizontal sliding window, XOX (1/4,..f/29' 1/4 '$ad.'1/3, ...... 1/3, 1/3) configuration, prepared by Hurricane Engineering to•felting, Incl, Test •, Reports No.'s HETI-10-3047, HETI-10 3053, HETI 10 3057, LETT;jUj$X30, •••••• HETI-10 3223 and HET-10-3225,dated 03/23/11,signed an&seAd by Candido F. ....: Font,P.E. (Submitted under previous NOA No.11�iQS 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-10-30491, dated 11/09/10, HETI-10 3050, HETI-10 3052B,. HETI 10 3056, HETI-10-3131, HETI--10-3224 and HETI10--3226, dated 03/23/11,signed and sealed by Candido F.Font,P.E. (Submitter)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-Sella;P.E. (Submitted under previous NOA No.11-0705.16) -� Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-090&14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNmp) 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. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 .••••. 2)Uniform Static Air Pressure Test,Loading per-M)L TAS 242194 6669:0 3)Water Resistance Test,per FBC,TAS 202-94.::..: ••;;•• •••;0• 4)Large Missile Impact Test per FBC,TAS 20494%. . 5) Cyclic Wind Pressure Loading per FBC,TAS 203••94 • 6)Forced Entry Test,per FBC 24113.2.1,TAS 282-*•9 •• ••••• along with marked-up drawings and installation diagram of*9*S*imad?0,11an aluminum horizontal sliding window, XO configuration, prepalrg�.py Fenestration • Testing Laboratory, Inc.,Test Reports No.'s FTI.-3097, FTL-$098 and FIL-3364, 6666:01 dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed •by Luis•Antonio -•• • Figueredo,P.E. (Subinitted underN&A Ale. 02-0V3175) • 0000 C. CALCULATIONS 1. Anchor verification calculations and stnictural 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. (Sitbniitted under previous NOA Ne.12-0127.08) 2. Glazing comp1jes 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. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/1.1/16. 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 . e Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CoNT MED) 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(NIA) 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 5h 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.12-0.127.08) 4. Statement letter of no financial interest,dated 05/20/10, signed and sealed by' nas J.Sotos,P.E. (Subod led under previous IIVOA,No.12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI 1�-3d47, HT1' t-'Io- . •• 30489 HETI-10-3049, HETI-10-30491) BET][-10-3050, Il -*,�,�3051•• •••• IjETI . 10 305211, HETI-10-3053, HETI 10 3056, HETI-10-305.79.METI-10-3 130, o ••' HETI-10-3131, HET -10 3223, HETI-10-3224, HET-10-3225•and I YV10- ••••• 3226, all issued by Hurricane Engineering& Testing, Inc., dated ZY09/10.OT23/11 "•"• and 04/25/11,signed and sealed by Candido F.Font,P.E. " " "" """ (Subfnilled under previous NOA No. 11-070S.10) • 6. Laboratory compliance letter for Test Report No. HETI-10-3251, MU11' by .0.:: •••. Hurricane Engineering &Testing, Inc., dated 04/25111, signed tW sealed by Rafael -•• • E. Droz-Sella,P.E. (Submitted under previous NOA No. 114765.10) 7. Laboratory compliance letter for Test Reports No.'s HET148-2033, HETI 08-- 2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI- 08-2116A ETI08-2116A and HETI-08211611, 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 FTL3097, FTL-3098 and F'M--3364, all issued by Fenestratio-6 Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo,P.E. (Subntilled 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-gliding Window - LUL", approved on 03/29/12 and expiring on 04/11/17. • �------truce 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 General Notes: o 1.) THIS WINDOW SYSTEM I9 DESIGNED AND TE9'l`ED TO COMPLY WITH THE c REQUIREMENTS OF THE 8014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE ) AND ASTM 1900-08. THIS PRODUCT m y IS IMPACT RESISTANT. (SHU�NOT REQUIRED) M \\\ 8.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 30 THAT TIM BUILDING •��• �/ \\ \, RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS c m v D OF 8014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. o� a 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TMST UNITS. ANCHORS ON ALL WINDOW 8IZE3 ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER li (O.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. z CBM zq Cti B 81 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND s d TO.BE REVIEWED BY BUDDING OFFICIAL. TE: X00 8.) TABULATED Q FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES V. REFER TO SHAT 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES TED (SEE SHEETS #8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE FOR VERTICAL CROs-SECTION DETAILS A,Al,B.&Bl*Ran TO mw #3 LAMINATED IN9ULATBD GLASS TYPES TABULATED HEREIN (SEE 3HEE9a #8, 7 or 8). FOR HORIZONTAL CROSS1SECTION MONDETAL °C,D.&E°ROMAND E SHEET gq B.) WINDOWS WITH GLASS TYPES A, C. OR G°INSTALLED ABOVE BUT. � a z REFER TO SHEET 8 OF 10 FOR DEMON LOAD CHARTS AND NOTES. IN THE ISM, THE LG. EXTERIOR LITE SHALL BE TEMPERED. O A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GI ASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON 7X0 or or WINDOWS. ® a x'46 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LTTE 7COX'WIIVDOWs, 11.) SEE SHEET 8 FOR DEMON PRESSURES ON UN-EQUAL LITE *COX°WINDOW � O 18.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. '\\ X�• 19.)RZT. &DNP. FALSE COLONIAL MUNTDNS ARE OPTIONAL&AND ABE APPLIED W/SIUCONE O g 14.) WOOD BUCKS IN CONTACT WITH CONCRETE.MUST BE PRESSURE TREATED AND ANCHORED ��l I r- $ (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHORT X49, 4 & 8 FOR DETAILS $$ V-+ &NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 8014 FRO CHAPTER B B1 24 18.)APPROVAL VALAPPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. Q 18.) SEE SHEET 1 8 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES&OPTIONS XQX Egua1 A e �]/q /3_1/31 17LL .) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED IT WINDOWS USING A MUM—DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE MIT $ REFER TO SHEET 8 OF 10 FOR INSTALLARION ANCHOR DETAILS AND NOTES THE IOWIXN DESIGN o-MURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE g FOR VERTICAL CR093—SECTION DETAILS 'A Al,B. &Bt°REFER TO SHEET a9 ENTIRE MULLED 9Y91EM. C FOR HORI20NTAL CROSS—SECTION DETAILS fi, &E°REFER TO SHEET @8 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSDILAR MATERIALS TO BE REFER TO SHEET 8 OF 10 FOR DESMON LOAD CHARTS AND NOTES. PAINTED OR PLATED AND SHALL MEET SECTION 8009.8.4 OF THE 8014 FLORIDA BLDG. CODE, A 1 O 4 E� D E B BI • s • • • • • • • • • • • • • • • • 5,,.• ••.!iii..,, •• ••• •• • • • •• d+ )T8.9. LL X0 �' Un-Equal.Lite (b/4 1 w o REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. N FOR VERTICAL CROSS—SECTION DETAUS °A,Al,B, &BI°REFER TO SHEET y3 • ••• • ••• • • PRODUCTRHVISBD FOR HORIZONTAL CR093—SCTION DETAILS,&E°REFER TO SHEEP 05 • • • • • • • • ascaaplPWgaQhWaFlorida it 7 REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES ••• • • • • •••• s • DaOdtagCoda Aeoapl�eo • . . . • . . . No RIES-8700 HORIZONTAL SLIDING IMPACT WINDOW •• • • •• • Dfta �:rt °,y• •` ', APPROVED ELEVATIONS ByProdnctconuol a :00.: • . NIT SIZE: 111'X 88" >1t 85 3/8'OVERALL FRAME WIDTH TEST UNIT SIZE 74'Y 88' 74'OVERALL FRAME WIDTH ATION ME HEAD 84 3/8'IMTERUIR FRAME WIDTH UWALLATION FASTENUSs 73'INTERIOR FRAME WIDTH AT FRAME HEAD 77777yyyWWppppp�� (A)8 AT FRAME HttAD AT FRAME HEAD IF DP ABOVE 70.0} W�AT (8 AT FRAME I=UP DP ABOVE 70.0 p �Rpp•S � O a AT SA.FRAME BILL rr+''_ 44 (8)8 AT SA.FRAME SILL AABBD�VVEE AT FRAISE SILL IF DP ABOVE 70.0) A Al B, (8 AT F�SO IF UP ABOVE MO) A Al A� T EA. FRAME JAMB 4. 1.J76--� (Cj 8 AT EL FRAMB JAMB f 4 4 4• & ap •1 3 OENERAL NOTE 03& @4. •SEB OENSRAI,NOTE a3&04. OIAX tL0.) .�) � yam "It 9A O d• Oj yg• 24 4° _ __-_-:� 13 v•OG 13 v•GR Zt z - _ m = W i - n W E ° -f %� v•ac E -- le e6 s d A ..:a v•DJ: p B d C - - 13 v BC. � a •• B B1 131/•D.C'T-1 LLI B B1 o 13v•OC ® W O v AracHart AANDrEo SSpp anromis uereo �.. � e ADnIA TIffi(AL ANCF AST RLQiIID L AV LS TVo ANM ADBHAL� D 0 AT IO:ETDEi RA11.S FOR UNITS WITH UP ABOVE+7oPSF/-75M(4 TOTAL) AT METING RADS FOt WOTS WITH y 1 �1�TT "XOX" WINDOW-EQUAL LITEASDWE*a 7�sF<4 miau E'SEFl�VERTICAL CRASS-SECTION IlETA1LS•A.Al B 6 MW ffi•AT SHEET 83 "XO"(._I.'I"INDO{Y QUAL 1,T INIT 812 111"X83" E SEE HIR1Te4TAL CROSS-SECTION DETAILS 2,D. E•AT SHEET i8 NOIES OX" REVER3PD LATION FABTENSRB t(t 111'OVERALL FRAME WIDTH L SEE VERTICAL CROSS-SECTION DE7AnS' A4 8 6 BI•AT SHEET p3 AT FRAME HEAD E SEE HOR120NTAL CROSS-SECTION DETALS D, E•AT SHEET f4 AT FRAME HEAD IF DP ABOVE 70.0) 110•INTERIOR FRAME VIDTH AT SA. FRAME BILL A Al ARS AT FRAME BILL IF DP ABOVE 70.0) AT EA. FRAME JAMB 71 4, ' ) 5' SERIES—$700 HORIZONTAL SLIDING WINDOW v E tTENERAL xoTE, (14. FLANGE FRAME ELEVATIONS — L.M.I. a4 s/s• 10 n $ ILC. 1a c •// 13 v4.O.C. c 3 • • • • • BN�OB A�ESt •• • • s PROAUCTRBYISBD Lri. L SAME ANCHOR SPACtt�.AT HEAD 8 SILL � • • •• • e9OobtplylOgwlhtheFlorWA E TVD ABOREQUIRED AS DPT1D •"•`'�^ ""• ••• • • — ' - NEETlt(6 RAILS FOR UNITS VITH IIP • • • • • • • • • • • W ABtTVE+78PSF/-78PSf'(4 TOTAL) "XOX" WINDOW — UN—PsAIT • •• • • •• • • • Ok•. ..� AL • • • • • • 2 r,,'t. LVERTICAL CROSS-SECTION DETAi1.S•A,p1,B.6 Bl'AT STIEET SEE HORI20NTAL CROSS-sECTtaI 11ETAILS`C,D tY E•AT SHEET B9 ) P NConlrol f'a,•I A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M,S, W/ 1 1/4' MIN, EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 L ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR GC, (SEE ELEVATION AT SHEET #2 FOR MAX FASTENER SPACING) & TO 8E REVIEWED BY BLDG OFFICIAL (TYP) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) 1 1/8' MIN, 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT y S STRIES, INC. INDUSTRIES) MUST SUSTAIN LOADS IMPOSED i,a :•< o ¢ r EDGE DISTANCE BY THE GLAZING SYSTEM d~'•,o a. ' . :0 1 1 4' MIN, '\iii :V d: o a: eEMHEDMFdi�:, 0 4. t. ;oqr o i+4 a,p d 4• o. v 4. 2X � � W $� >'��'"< ��''�• i• ',• '.:. �.\• i' MIN. '`� i EDGE ANCE i Y« §z° cb 6e �" 4.1 , �'Ar .•� � � EXTERIOR GRADE—/ 121/4'MAX z. ! 1/4' "• PERIMETER CAULKING SHN SPACE j h{ 2X (na►L .) �'u (TYP.) : mm Q'i O a --------------- 11 15 C�ar�' ��11 EXT.GRADE PERIMETER 1/4'MAX O 14 15 6 CAMM NOT BY VMSUN PLIE BYp MERs S SPACE cTYPa o CLEAR SILICONE ADHESIVE EXTERIOR co �JIEDNG COMPOUND INTERIOR EXTERIOR All INTERIOR Al LAMINATED GLASS ALTERNATE DETAIL I� g 14 WOOD FRAM IN47'AT•TATION DETAIL• p 6 g 27 E WINDOW MSTALUTION NOTES:R L THE WINDOW FRAM FLANGE TO BE BACK–BEDDED W/AN EXT. 20 GRADE CAULK THROUGHIBUT THE ENTIRE PERIMETER OF FLANGE f 28 SILL RISER- OPTIONAL BY WINDOW INSTALLER(TYP,) ° APPLIED WITH SILICONE BM TEXPOSED EXT, PERIMETER t>F THE WINDOW FRAM TO SEE DP CHARTS ON HE SEALED W/ AN APPROVED EXTERIOR GRABE CAULK 2 SHEETS 04, #S.&#6, BY OTHERS ".) iy •WHEN THE(HAP BBTBEBN THE WINDOW FRAME AND THE BUCK OR � '( 28 28 10 9 32 13 MASONRY IS LHSS THAN 1/8'.SHIMS ARB NOT REQUIRRIX 3 ANCHORS NOTE: PERIMEITER OR CAULKING :'' ............ EXT.GRADE • ANCHORS TO BE PCONS or 12 APPROVED OR WIL FASTENERS WOOD, 13R tttttttttttte+trl�ld CAULK • ::•ii.::itii:i::ii•i3l:i%* t ; !l� r • • WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ttg .......... :i'.• :• • •e GONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) O•.•. o ••• • / !�' to to CY m SPACE b .4 I. RYPJ ;,ti:`•v° ,/1 d d < 4 (T p) 4'1 1/4' MIN. •:•�_;;+:;:.c'?s 4•• •1 1/4 MIN,• u W .. ... a `o. EMBEDMENT T ,� a! 4.4 .v 4• Ij 4. 4: �; d ` e°;a •P.• il••' • • PRODUCrREVISBD •, -�+. �• 4 4:oJ9_� :+/ 4 d • a Har' • • • • aeoomptglI��wilkftFlmide ' o• • • ••• • • ButldlnDQ�o @ •' Li t o ''b • e'• ;<` < ,'1 •' 1 1/8 hQ1�• •. ,• • • • • • • • • AceaylaucoNo �O.1�' � •, *..'�.. EDGE DISTAN •• • • •• • • • +� 2 OPTIONAL SILJ• LN�'AL�TION DETAIL AT "XO•or OX° h' conhw rr.. or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' [ - L ' L ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) BY 13THERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED INTERIOR FINIS BY THE GLAZING SYSTEM (BY OTHERS) —PT. WOOD BUCKS 23 LAMINATED GLASS SILICONE ADHESIVE REDDING COMPOUND EMBEDMENT INTO WOOD RLMAX FASTENER SPACING) 2x E tlrff (SEE ELEVATION AT SHEET #2 ix F:aR MAX FASTENER SPACING) EDGE -4 DISTANCE 17 �n �I�MN� EDGE DISTANCE ERIUR WALL FINISH EXT. E STUCCO OVER METAL LATH NAILED A TO BE SPECIFIED BY ARCHITECT 13R CAULKINO NOT BY EXTERIOR ORADE PLYWOOD SHEA7HM EXT,GRADE PERIMETER (EXTERIOR FINISH BY OTHERS) 'LAW STUMHERS 73' MAX TO BEN NOT BY LAWS13N INDUSTRIES,INC- (TYPJ APPM WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH 'XOo WINDOW EQUAL LITE -ox- RMRSED 8 L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. GRADE CAULK THROUWW THE ENTIRE PERIMETER 13F FLANGE By WINDOW INSTALLER CrYP.) 2. THE EXPOSED EXT. PERIMETER 13F THE WINDOW FRAME TO BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK WHEN THE GAP BEMEN THE WINDOW WXXV AND THE jUd: ANCHORS NOTE: LOCK (LATCH AND SWEEP) OPTIONS 1/41 TAPCIINS or, APPROVED COC FASTENERS INTO CONC., 1. BOTH EURUDED, ALUHINUM AND PLAMC UFT HANDIA WITH A MINIMUM (IF 1 1/4' PENETRATION INTO WOOD OR LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. CONCCREFER TO LOAD ToBLESf9%QUANTrlIES WAVIRED) PRODUCTREVISED FOR USE ON ALL WINDOWS. 2. BOTH DIN CAST AND NYLON CAM LOCKS ARE QUALIFIED 3. TWO (2) LOCKS ARE REQUMD PER EACH VENT, ° °° ° ` DESIGN LOAD CAPA CITY PS -OX orL41-MOWS # # +/-Pressures WINDOW .lamb IH&S Glass "A" V 2 Glass Type'B" *2 Glass TVpe"C" *2 Glass T e"D" *2 Glass E"a" *3 Glass TVDO"F"r 3 ITH HEIGW Anchors Anchors +pof pSf + f + f + - + f of + f m e I 24 3 3 65.0 65.0 65.0 65.0 1 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 80.0 m 3 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 8Q0 80.0 80.0 m 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 2 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 $ " " w •, 4 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 8Q0 80.0 Z z ° 3 36 3 4 85.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 8Q0 80.0 80.0 3 36 3 6 65.0 65.0 65.0 65.0 7Q0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 s ) 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 2 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 80.0 4 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 80L0 ot>a 3 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 3 48 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 0 0 48 4 6 65.0 65.0 65.0 65.0 70.0 7Q0 70.0 70.0 1 80.0 80.0 8Q0 80.0 2 48 4 6 65.0 65.0 65.0 65.0 70.0 7Q0 70.0 70.0 80.0 80.0 80.0 8Q0 °P 0 9 60 5 4 65.0 65.0 65.0 .0 70.0 70.0 70.0 70.0 80.0 80.0 80. 80.0 e S 6 60 5 4 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 8 60 5 6 66.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 8Q0 0 60 6 6 65.0 65.0 1 65.0 65.0 70.0 7Q0 70.0 70.0 80.0 80.0 80.0 80.0 2 5 6 65.0 65.0 1 65.0 65.0 7Q0 70.0 70.0 70.0 i.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 M 80L0 80.0 80.0 7 26 3 4 65.0 65.0 65.0 65.0 70.0 7Q0 70.0 7Q0 80.0 80.0 80.0 80.0 125 26 3 6 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 8Q0 80.0 4 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 8Q0 80.0 80.0 80.0 i.5 .375 4 1 4 65.0 .0 65.0 65.0 MO 70.0 0.0 0.0 80.0 80.0 80.0 80.0 7 38.375 4 4 65.0 65.0 1 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 125 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 4 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 5.5 50.625 . 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 8Q0 80L0 w 50.625 5 4 65.0 65.0 65.0 65.0 70.0 1 70.0 70.0 70.0 80.0 80.0 80.0 80.0 $ 125 50.626 6 6 65.0 65.0 65.0 65.0 70.0 7Q0 70.0 70.0U 80.0 80.0 80.0 g , '4 50.625 5 8 65.0 65.0 65.0• 65.0 70. 70.0 7Q 0 70.0 .0 0.0 .0 i.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 8Q0 17 58 4 65.0 65.0 65.0 65.0 70.0 70.0 7Q 0 70.0 QQ0 80.0 80.0 s 125 58 5 6 65.0 65.0 65.0 65.0 70.0 7Q0 70.0 70.0 80.0 80.0 80.0 4 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 7Q0 70.0 80.0 80.0 80.0 3.5 63 6 65. 65. 65.0 65. 7 0 N7O70. 0 80.0 80.0 QO f7 63 6 4 65.0 65.0 65.0 65.0 70 • i0.0 • • 70.0 80.0 80.0 80.0 80.0125 63 6 8 85.0 65.0 65.0 65.0 70.0 •• •7Q0 80.0 80.0 80.0 80.0'4 63 6 8 65.0 65.0 65.0 65.0 65.0 • • • • • _ •,jr� � * I.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS& � :�•° te9 SILICONE OPTIONS. nsawplyh�%vhhTh*1+1e 8.) STANDARD SILL.USED ON WINDOWS WITH +70.0 DP AND BELOW utld�oa& (WINDOWS WITH GLASS TYPES 'A. B. C. & D-) No. L L RISER - OPTRDIAI 3.) SRL.WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • •• • h • FLIED WITH SITMNAE (WINDOWS WITH OURS TYPES "E, &F) AND +80.0 DP MAX. • i i � • • J FSR DP ABOVE +70A PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD& SBL.ON • • • • •\\ • : • i (+80.0 DP MAX.)WINDOWS WITH DP y., 4.) WINDOWS WITH GUM ABOVE70.0. •A(SEE ELEY INSTALLED ABOVE E SOFT 0) • ••• • • ��\ �� Oji. •'• 4`` OF ti IN THE HVHZ. THE I.O. EXTERIOR LITE SHALL BE TEMPERED. Yq ttfit ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD APACITY PS -XOX WINDOWS with Un E ual Ute 1/ 412.1/ +/-Pressures c a 1A E S .IE >..ti #Jamb #H&S GlassTy "B" *2 G Iass T e"C" (*2) Glass T e D (*2) lass T e"E" (*3) Glass? "F" *3 G Iris T e"G" (*2) TH HE GHT Anchors Anchors + sf -DSf +Daf - sf + sf sf +Dsf -oaf +oaf -oaf +oaf -oaf 4 24 3 7 80.0 80.0 80.0 80.0 66.0 .75.0 66.0 75.0 62.0 52.0 66.0 75.0 to 2 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 4 24 3 8 80.0 80.0 80.0 80.0 65.0 76.0 65.0 76.0 52.0 52.0 65.0 76.0 13 i 24 3 10 80.0 80.0 1 80.0 80.0 65.0 75.0 66.0 75.0 52.0 52.0 65.0 75.0 go- 24 80.0 80.0 75.0 65.0 75.0 5 .0 ___52_F_ 65. .0 ; y 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 zq 2 36 3 1 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 76.0 ' 4 363 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 .0 75.0 d 3 36 3 10 70.0 75.0 70.0 76.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.00 18 36 3 11 - - 52.0 52.0 65.0 75.0 66.0 75.0 52.0 52.0 66.0 75.0 b 0 48 4 7 70.0 76.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 66.0 76.0 2 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 76.0 52.0 52.0 65.0 75.0 a 4 48 4 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 6 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 18 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 62.0 52.0 65.0 76.0 60 5 7 62.0 52.0 65.0 75.0 65.0 5.0 2.0 52.0 .0 _73-0 a bo�yy 2 60 5 7 52.0 52.0 65.0 75.0 65.0 76.0 52.0 52.0 65.0 75.0 o O 4 60 5 8 52.0 62.0 65.0 75.0 65.0 75.0 62.0 52.0 65.0 75.0 6 60 5 10 - - 52.0 62.0 66.0 75.0 65.0 75.062.0 62.0 66.0 75.0 )8 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0162.0 52.0 52.0 65.0 75.0 o 4 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.052.0 52.0 65.0 75.0 Go 4 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.052.0 52.0 65.0 76.0 4 50.625 4 7 70.0 75.0 70.0 76.0 65.0 75.0 65.0 75.052.0 62.0 65.0 76.0 4 58 5 7 52.0 52.0 65.0 75.0 65.0 76.052.0 52.0 65.0 75.0 4 63 b 7 52.0 52.0 65.0 75.0 65.0 75.052.0 52.0 65.0 75.0 1.5 26 3 9 62.0 52.0 66.0 75.0 65.0 75.0 1 52.0 65.0 76.0 1.5 38.375 4 9 62.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1.5 50.625 4 9 - 52.0 52.0 66.0 75.0 65.0 75.0 62.052.0 86.0 75.0 1.5 58 5 9 52.0 52.0 • 65.0 76.0 66.0 75.0 52.0 52.0 66.0 75.0 1.6 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 62.0 52.0 66.075.0 c.25 26 3 1 52.0 _71T 65.0 76.0 W.0 75.0 52.0 52.0 65.0 76.0 1.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 i.25 50.626 4 11 52.0 62.0 65.0 75.0 66.0 75.0 52.0 1 52.0 65.0 76.0 1.25 68 6 11 62.0 52.0 65.0 75.0 66.0 75.0 52.0 1 52.0 65.0 75.0 i.25 63 5 11 62.0 52.0 65.0 75.0 65.0 75.0 62.0 62.0 . 66.0 76.0 26 3 1 11 1 52.0 52. 65. 76.0 .0 75.0 b 52.0 =65.076.0 11 38.375 4 11 52.0 52.0 65.0 76.0 65.0 75.0 52.0 52.0 a ' 11 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 68 5 11 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 11 1 2. 2.0 76. 52.0 5 .0 ltprrFrrarr • • • pAOAUCT �� # li3�rrrrr comply�pgtvkkdmFlorkto �,5 .,•••••••,�V/r F }^� '�`• • • • • • • Huddfa8-Code ��A�. Q.••' "i •• teS 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS &SILICONE OPTIONS. • • •• • • •a AoseptaoONo •1• U• 6'••`•'` w W '� O O 2.) STANDARD SILL USED ON WINDOWS WITH +'70.0 DP AND BELOW /,/ �� * (WINDOWS WITH GLASS TYPES A. B, C. &D-) i/,/ V4, i/% x 3.) BILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP �/ �.j, i de utt 4bn 20 S LL RISER - OPTICIMAL ~ • � • �'••• 1 1 APPLIED WITH SD.ICQNE chi (WINDOWS WITH GLASS TYPES 'E, & F1 AND +80.0 DP MAX • /� •1•/ • lI • }� ) ADDITIONAL ANCHORS • • • ••• • 1 I FOR DP ABOVE +7U PSF REQUIRED AT FRAME HEAD & SILL ON • • • • • • 2 I C+80A DP MAX) 4 ' WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT 81D;1,T 9 OF 10) ` • • •• A r ' 4,) WINDOWS WITH GLASS TYPES 'A, C. OR G'INSTALLED ABOVE SOFT. •• \\'` �/ ,7��r++rr+rereaat'a�� IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOR-un-Eaynel Lite • • • • • • • • • • DESIGN LOAD CAPACITY(PSF)-XOX WWDOWS with Equal Ute(1/3-1/3.1/3) +/. 04 o .. a RAME.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) o q 0 )TH HEIGHT Anchors Anchors +psf .psf + sf .psf +paf sf +psf -psf +psf _ sf +pd .psf y 0 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 85.0 75.0 52.0 62.0 85.0 75.0 2 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 4 on 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 62.0 52.0 65.0 75.0 0 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 66.0 75.0 52.0 52.0 65.0 75.0 2 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 4 36 3 9 52.0 52.0 65.0 75.0 65.0 1 75.0 62.0 52,0 65.0 75.0 d t; 0 48 4 7 - 52.0 52.0 65.0 75.0 66.0 75.0 52.0 52.0 65.0 75.0 c 2 48 4 9 - - 52.0 52.0 65.0 75.0 66.0 75.0 52.0 52.0 65.0 75.0 4 48 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0N76.0 0 80 5 7 - - 52,0 52.0 65.0 75.0 65.0 75.0 62.0 52.0 85.0 ' 2 60 5 9 52.0 52.0 65.0 75.0 66.0 75.0 52.0 52.0 85.0 4 60 5 9 - - 62.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 a E 125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 62.0 52,0 65.0125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 66.0 75.0 52.0 52.0 65.0 a o 125 68 5 6 - - 52.0 52,0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 125 83 5 8 - 52.0 62.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 co I '4 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 4 38.375 4 9 - 52.0 52.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 4 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '4 58 5 9 - - 52.0 52.0 65.0 75.0 66.0 75.0 52.0 52.0 66.0 76.0 4 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s 3.5 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 75.08 a.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 LLI a.5 50.625 4 9 - 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 b a.5 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 3.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 14 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 85.0 75.0 52.0 52.0 66.0 75.0 2 14 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 75.0a 14 50.625 4 9 - - 52.0 62.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 t, 14 58 5 9 - - 52.0 62.0 65.0 75.0 65.0 75.0 52.0 -F2.-01 65.0 75.0 14 63 5 9 - - 52.0 52.0 fl f . 15.9 86A • 75.0 52.0 52.0 1 65.0 75.0 • WRODUCTRBVOIBD ``°°0t°#t►t 3�srs •• as gwNhtAeFktWe _y ,,........, ,y,•:�. tes FOR * f • • • • BUIIdIEg� O Q ,('� •'. f.;F±.. 1.) SEE SHEET a aLAZDta TYPES, DETABS & sulcoNE oPTloxs. •• •• • OO � G ••'n 8.) STANDARD SU USED ON WINDOWS WITH +70.o DP AND BELOW \� on (WINDOWS WITH GLASS TYPES A. B. C. &D' \�♦ \� j�/, y \ SILL RISER - DPTInNAL 9.) SILL WITH(WINDOWS RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP \� i\� i/� em1 P Irol a 20 ,LIED WITH SILICONE (WINDOWSWrrx aLAss TYPES "E, &F7 AND +so.o DP MAX • • // • • yr • • • • I FOR DP ABOVE +7Q0 PSF WINDOWSADDITIONALW ANCHORS REQUIRED AT FRAME HEAD & SILL ON ••f f`•�t • • i i i 2 j (+SOA DP MAX) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) • • • ♦ � • :y�•.,, � 4.) WINDOWS WITH GLASS TYPES A. C. OR G" INSTALLED ABOVE SOFT. • ••• ♦�� jr� +r�rye�Ott P 0 IN THE HVHZ, THE I.Q. EXTERIOR LITE SHALL BE TEMPERED. xox-Bouai Ltie ••• • • • ••• • • i1 - 33 11i ALUMINUM MULL.OIN D 12 x 3/4'SDS. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS SEE MULLION APPROVALS FLAT HEAD.PHILLIPS, yy Fps TOR MAX.FASTENER NbV;eNO2 O AND ITEM J1 PART/ RRQD. =SCWTLCIIN RBMARICB a, Y MULLION TYPE,SIZE AND MAX C 'SO.ICINE DpTffitE', DESIGN PRESSURE UNaTA11ON5. DP TABLES FOR QUANTITY) I L^7703 1 FRAME MAD 6063-76 ALUMINUM D 87N mw Cmvm a" (ALIBA OD78'MIN.THIdC) 2 L-8701 t FRAM SILL 6063-T6 ALUMINUM m N• Q m a6aD' TREtEo sPlcrRUet D JAMB 6063-T6 AL ME FXDALUMINUMp DEPTH NOTE:THE LOWER'PRESSURES OF 3 L-7701 1 FRAM� s THE WINDOW OR MULL SHALL GOVERN INMOR 4 L-7704 1 FRAM FIXED MEETING RAIL 6063-T6 ALIDDNUM W LAMINATBD COMPOSITION -TYPR B m GI 5 L-7705 1 Vali'MEETING RAIL 6063-76 ALUM" oil ,l OIi89 711>8�1P17DN DRAUL Tdl@L't$ MOe VD•ANNEALED mA88 Smij3vXEfravE 6 L-7707 1 YENi TOP/1�TTOM RAR, 6063-T6 ALl80NlD1 Dasa PLASTIC INTERLAYN7t ,sem, 7 L-8703 1 FRAM VENT JAMB 6063-T6 Al.l1MINLD4 ZXAL " C Ire' s�� ° 8 L-7706 1 VENT JAMB LATCH RAD 6063-T6 ALlWI0D4 Z LAMINATED OLA88 COMPOST-m— -To 9 L-8702 1 FRAME SILL TRACK 6063-TS ALUMINUM S d GLASS D>;BOffi71WT BE= r=- II iTON 10 L-8705 1 FRAM SILL RETAINING CLIP 6063-TS ALtR4T" � O Ve'ULM'FLASM INTE AV MASS 4 TE PVD _ 11 L-7708 AS RECYD. GLAZING BEAD C 3/8') 6063-75 ALUMINUMVO.TEAT-SSD&m9 � L T' 12 FS-066 AS REQ% FRAM ASSEMBLY SCREWS B8 X 3/4'P.H.PHLLIPS Io EXTERIOR GRADE--j WINDOW FRAME 13 FS-040 AS REOD. INSTALLATICN SCREWS H14 SMS FM/PHIL O ►� LAMOQATSD OLA88 COMPOBITI -TYPE 8 PERIMETER CAULXING GLUMEXTERIOR 14 L-7531 AS RECID. VINYL BULB 1/4'DIA.BULB#3033placRallwH 6 v0.TEAT-�D GLAss ®R-- woNAT■»>rru ttoN @ P'RA_i�f0'. MWEG DETAi1 15 PWS-003 AS REQIA FIN SEAL WEATHERSTRIP 187'W x 230'h V O Ossa PLASM INTERLAYER ++lt4=- � t6 PWS-005 AS REQ'A FIN SEAL WEATHERSTRIP .1071 v x.3SO'hIre'HEAT-STRIX20ENED SL Ass s•� 17 PVS-009 AS REO'A FIN SEAL WEATHERSTRIP A871 W x.310•h 8 is L-7711 AS REO'D. GLAZING BEAD C IMSULATEM 6063-T5 ALUMINUM 0 COMPOSITION - B F - d 668 LAMINA SEE MULLION APPROVALS FOR 19 PWS-ODI AS REO'DPILE 8 GLAZING BEAD .187•w x 150•h GLM ammm ON DRYAD. L�Ta D ,l MULLION TYPE.SIZE AND MAX. V.'ANNEALED MASS DESNBN PRESSUURE LIMIATIONS. 20 L-8706 AS REQ% SILL RISER ADAPTER 6063-TS ALLK-LIPTIIONAL BUTACITE PVD NOTEI THE LOWER PRESSURES OF .109.1 PLASTIC IN1E17LAYER ._ ar.qiP . THE WINDOW OR MULL SHALT.GOVERN 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-TS ALID4IN11H C ih Ve'ANNEALED mass ^allo' U4'MAX. Q 12 SDS.X 1 1/4'L 22 HC-057-I 2 VENT MLDED SPRING LATCH MUTED NYLONSHIM INTERIOR MAxFAstENER� f) 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 18 18 24 r 2 SILL/JAMB JOINT GASKET 1/16'CLOSED CELL FOAM 23 FS-041 2 SILL RAIL ASSEMBLY SCREW 88 X 2 1/4•P.H/PHI.. 26.1 HC-044-1 2 WEEP FLAP 4 BAFFLE r 'sDDOW QPTIlM85 262 HC- 1 X WEEP OPEN CELL FUM PAD 1/2'X 1/2'X I:'L ODv W-XZ7CURO sss 27 HC-040-1 8 SASH ROLLER b H BONG ■ 33 �D�t�nn sY3t 0600' P TREMCO SPECTRUM$ 28 HC-086-111 SCREEN FRAM 8 MSH ■ IN TSD LAMINATES GLASS COMPOSITION TYPE A 29 r 1 1 ATTACHMENT SCREW a CLIP 48 X5/8•S.D.S. Own nwasip TDX ID:m LAYITAT'D m aC 7m30 HC-058-1 2 VENT SWEEP LATCH I DL=NYLON G V0.'ANNEALED mass ' 31 HC-09-1 2 VENT SWEEP LATCH DIE CAST METAL N J Dam'PLASTIC INTERLAYER O- V4' SATtU PVD PERIMETER- WINDOW FAME NOTE: 32 L-8830 X Anchor FRAM SILL ANCHOR CLIP 6063-75 gL101I0DI k V4'ANNEALED ULASS - Bp•SI$UTIA' 33 ■ 2 LAMINATED GLASS See Details•L.FL of sheet 9 G V4'INSULATED AIR SPACE _ SEALANT EXTERIOR 1'A tO BE PPAR D OPIATED. V8'ANNEALED MASS 0* 2.METAL STRUCTURES1 34 r AS RECNA GLAZING SMICOM Ses 11etaRs 8 LJL Of s►reet 9 INS TBD/AMINATED GLASS GO 0MON C (STEEL 18 QA.MIN.THICK-0.0487 35 MITIONAL AS REG'D. COLONIAL FALSE MLRNTIN ALUMINUM9d a+ss sausunm D B)ALUMINUM:8083-T5 MOL 36 SM-5504 AS RM% J $OINT SEALANT ■ DBtroRiP77DON (ALUM.0.078'MW.'R=) 37 r AS REQ'D PERIMETER ACRYLIC CAULK OSI PGLYSEAMSEAL 14 I"a1DEaLED mass SAW PLASTIC]NTEWAYER 0094 V4' pyB �'A. Yi`N'R CT F ATTACH'y'NTVB•ANNEM.ED GI.AS.4 Dye'OIpNT'V4'INSULATED ATR SPACEGLASS 00 •• ••• • • • • • •• • • • • • • • • ..........'..Ptd INSULA D INATSD OLA88 COMMON T' B 0 • • •• • • • • • ••t . r jr� GLUM DTrcAR1To31 TeIDNATa naDoamrtmN • • • • • • • • • LW HEAT-STROWTEIED MASS 1 •• ••• •• • • • .• U. Oaf•PLASTIC DTTflaAYER ® .Vo PVB tmdo �r Ire'HEAT-STRENGHTEfED GLASS -- sp'lXIPmw w,. y� WJ 1A'INSULATED ADN SPATE . ••• • ••• • • PRODUMILVISDD 1 j> Ve'aRNNtaLEO Glass uO • • • �yD0y1gg o . W WMM WITH GLASS TYPES'A,C,OR G'INSTALLED ABOVE SOFT. 000 • • •.• • • DDndLDB COdO � Wi'''t��,�w IN THE HVHZ,THE IS EXTERIOR LITE SKALL BE MwEIED. • • • • •• •• • • • • • • A DDNO �O '��'� ,� ••�-.i'+ i:T.A�ING DETAILS AND OPTIONS a 3 HEAD FRAME I= JAMB BILL TRACK MW JAMB )3 trio L-7701 L-8702 CO O ' 00 - FRAME TOP CORNER so J� X68 �J + e L qq a.+ me L-87�RETAINING cup z v y .�O FAlue NEeO '� VEM TDP b,99 FRW �1 sHd. LFRAME YERT JAMB 03 Ll 66 m8 S .784 O VENT TOP CORNFRAME BOTTOM CORNER �r ER �`•-�u��RAIL• Tr me 74 �pig VEL-NT LATH \,\ c>:atae�� p —.750 A" INTERLOCK RAIL FIXED MEETING RAIL g a zi 05 L-7704 VENT TOP/BOTTOM RAILL-77O OO vMr BnTTau aan FRAMEI 8A68 1.978 VENT BOTTOM CORNER UD4 )q It75-- FRAME & SASH CORNER ASSEMBLY DETAILSk JAMB RAM BILL ANCHOR CLIP30 • MOW• L-8880 •• ��AIN� B�iAD• Aa�Pi'Ela tttiutgr� O GLAZING BRAD • L- 11 •• • L687416• 32 . • • • •�• • •5.• 3'�/i L-7708 • • • • p • o.• •• 4115 I •• F. • • .6� �N 0 G))� •• d•+Y L' N 1!1 •1 41. W So !- lieI L-F PRODUCrRMSED 000 iddkv • • • •773 ••• Ao�pt�wNo �+C7.�� 0,�• 1835 a7 ` ' . ,�0 - UfliUtptt � �uu"'Comm p • • • • • • • • • • •• •• ••• •i• :• •• • ••• • M'® E MIANII DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2510 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadexw/economy Lawson Industries,Inc. 8501 NW 90's 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 M1am1Dade 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 ju4iWiption. RER reserves the right to revoke this acceptance, if it is determined by Miami—.Dadg County&ro'duct •••••• Control Section that this product or material fails to meet the requirements of the applteMebuilding•oode. •• This product is approved as described herein, and has been designed to comply with.thrr Floride.•Aailding ••••'• Code,including the High Velocity Hurricane Zone. • DESCRIPTION:Series"SDG-9200"Aluminum Sliding Glass Door—L.M.I. ,••••• :... • APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-92QQ••QJyminum &E-ding •• ••• Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09L IaX, withotberh6st •••• • revision"A", dated 01/15/13,signed and sealed by Thomas J. Soto,P.E., bearing the.l iDade Cbunty '. Product Control Section Renewal stamp with the Notice of Acceptance number and kxphAon d4tei, tithe •••••• Miami-Dade County Product Control Section. • MISSILE LWPACT RATING:Large and Small Missile Impact Resistant •• • .... • •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 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 renews and revises NOA's No.'s 12-0127.06 and 12-0127.24 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.12-1204.12 P11AMI1�ADE COLINT1f �, S Expiration Date: February 13,2018 '• • t t � Approval Date: January 31,2013 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door {LMI)", sheets 1 through 14 of 14,prepared by manufacture, dated 09/25/12,with the latest revision"A',dated 01/15/13,signed and sealed by Thomas J. Soto,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11 3269, dated 05/16/11, HETI-11 3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dazed 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dazed 06/13/12, BETI-12- 1053 and HETI-12--40(C.bated•••••• 09/24/12,all signed and sealed by Rafael E.Droz-Seda,P.E. ••• 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201:44.. so:*•• •••• • 2) Cyclic Wind Pressure Loading per FBC,TAS•243-94 9 :....: along with marked-up drawings and installation diagram of 44-Mwninufm.biding .....• Glass Door, prepared by Hurricane Engineering&Testing, Ina.'I`•eit Repq�,g�Ta.'s ..:..' HETI-113270, dazed 05/16/11, HETI-11-3275, dated 10/20IP!•STI'i.1.4307, •••••• dated 10/03/11, HETI-11 3314, dated 10/20/11, HETI-11- .dated O1t16/12, •. HETI-12-4052, dated 07/10/12, HETI-12-4054 and BI A 4041 bated "•• 09/24/12,all signed and sealed by Rafael E.Droz-Sella,P.E. ; ... 0 •••••• 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per;tC,TAS.2Q2 94 • 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041,dated 10/12/12,signed and sealed by Rafael E.Droz-Seda,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1,TAS 202-94 and per ASTM F 842-04 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313,dated 10/20/11,signed and sealed by Rafael E.Droz-Seda,P.E. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13,2018 E-1 Approval Date: January 31,2013 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED 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 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.'s HETI-11-3291,dated 07/15/11 and HETI-11 3292,dated 10/20/11,both signed and sealed by Rafael E.Droz-Seda,P.E. 6. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 •• • .....• 00 6) Forced Entry Test, Type "C" sliding door,:Grade 10, �per.FBC •. 2411.3.2.1,TAS 202-94 and per ASTM F 842*40;• ••" along with marked-up drawings and installation diagram of a4.$gvminum Sliding ••••: Glass Door, prepared by Fenestration Testing Laboratory, Inaq Test:Re jwrts ....• No.'s FTL-3078, dated 01/10/02, signed and .sealed by Lues•lKuere&j .l;.E.; ••:••• FTL-3525 and FTL-3572, dated 09/09/02, both signed and sW&:by JOst 'C. •••':' Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04729'.(-, FTL-3426, • dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, daoed' 06/24/VZ.'grad • FTL-3516,dated 07/12/02,all signed and sealed by James G.Worth,Pr :• (Submitted under previous NOA No. 02-1126.04) • .... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 10/12/12, with the latest revision, dated 01/15/13, signed and sealed by Thomas J. Soto,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours.&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. Jaime D.Gascon,P. Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13,2018 Approval Date: January 31,2013 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Notice of Acceptance No. 11-0624.02 issued to EX DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 11-1102,09 issued to Solutia, Inc. for their "Saflex CP - Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12,expiring on'12/11/13. 4. Notice of Acceptance No. 11-1102.10 issued to Solutia, Inc. for their "Saflex HP Clear or Color Glass Interlayers"dated 06/14/12,expiring on 04/14/13. 5. Notice of Acceptance No. 11-1102,11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers"dated 06/14/12,expiring on 05/21/16. F. STATEMENTS 1. Statement letters of no financial interest, independence, conformance and eftlying ...• • with FBC 2010,issued by manufacture,dated 12/03/12,signed qnd*sled by j pxnas •• J. Soto,P.E. •• .....• 2. Laboratory addendum letter for Test Reports No.'s HETI-11 31401 ETI-11-•3270, :•••• HETI-11 3271, HETI-11 3272,HETI-11 3274, HETI-I l 3275,.HETI"r&91, HETI-11-3292,HETI-11-3307, HETI-11-3313,HETI-11 33ft+4ETI-11;;�29. ..... HETI-11-3330, HETI-12-4040, HETI-12-0041, HETI-12-0051!SETT-j%,V.4 2, ••••;• HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI Y�,-4065, dated '• 01/15/13 issued b Hurricane Engineering & T '• • Y eating, Inc., sigped' dad sea�gd.by . Rafael E.Droz-Seda,P.E. 0 :•••• 3. Laboratory compliance letters for Test Reports No.'s HETI-11 32�Idled 05I1;�f l 1, HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dated 07/15/11, HETI-11 3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3313, dazed 10/20/11, HETI-11 3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-124041, dated 10/12/12, HETI-124051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E.Droz-Seda,P.E. 4. Proposal issued by Product Control,dated 03/13/08,signed by Ishaq Chanda,P.E. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13,2018 Approval Date: January 31,2013 E-3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letters issued,by Fenestration Testing Laboratory,Inc.,for Test Reports No.'s FTL-3078,dated 01/10/02,signed and sealed by Luis Figueredo,P.E. (Submitted under previous NOA No. 02-1126.04) 6. Laboratory compliance letters issued by Fenestration Testing Laboratory,Inc.,for Test Reports No.'s FTL-3525 and FIT,-3572, dazed 09/09/02, both signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 02-1126.04) 7. Laboratory compliance letters issued by Fenestration Testing Laboratory,Inc.,for Test Reports No.'s FTL-3424, dated 04/18/02, FTI.-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516,dated 07/12/02,all signed and sealed by James G.Worth,P.E. (Submitted under previous NOA No. 02-1126.04) ••" G. OTHERS : •••• '• 1. Notice of Acceptance No. 12-0127.06, issued to Lawson Ind'ust �s, Inc, for their :...• Series KSGD-9200 Aluminum Sliding Glass Door-L.M.I.', approved on%. =l 2 .••• and expiring on 06/13/13. ..... ..... 2. Notice of Acceptance No. 12-0127.24, issued to Lawson Ind ••• ustt�e3,:Inc. 4t.t�ieir •••• • Series KSGD-9200 Aluminum Sliding Glass Door-L. LL", aTj?� d on 04/12/12 '. and expiring on 02/13/13. •••••' • • ...... Jaime�Gascon, Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13,2018 Approval Date: January 31,2013 E-4 SEE MULTI— DE DOOR ELvATION� wrBM a� �PITHOL)T POCK TS SERIES: SGD-9200 .. Non gF. r-�NOTE�� , _ -tt� SEE BELOW SEE BELAY -,lllMOTE 1, � � IMPACT SLIDING GLASS DOOR ��, + • r 1 � F m + ' F r ►� ¢ •� a 5 a a, a°-q` 'p a 7� General Notes:it x w =r t 4•° G. i I r 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W THE gal v m+ REQUIRE MENI9 OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH 1 0 VELOCITY w �' �+ it HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT 13 � r r IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) P or RP- -LX 2D/2T - XX or r 4D/3T - XXXX or 4D/2T 2.) MOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING z $ Q XX-LP or RP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP-XXXX-RP RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 R.B.C. & TO HE REVIEWED BY BUILDING OFFICIAL Z C9 z H 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR 1 D 2T - RSP 2D/2T R�D 2T - RP SES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND POCKET SHOWN A3 TABULATED ON SHEETS 2, 8, & 8 of 14. ,EFT PppftT OPPOSITE) (LEFT POST Oppp 4D/3T 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE To BE �. ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL pZ 8.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS LS USED IN DESIGN OF 8 SEE BELOW 4D/2T ANCHORS INTO WOOD ONLY. ::9 `NOTE/5. 2D/2T - LP/RP 8.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS ` '3 o r TYPES TABULATED HEREIN (SEE SHEETS 0 2, 8, & 8). F r SEE saw 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 8, 7, 8, 10, ® a � a ��#5. & 11 OF 14. h yyy + 40/27 - LP RP 8.) EXT. & 'NT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND TO BE APPLIED .� a-5` W/ SILICONE. �° �° 0. r 8.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE THE AND °0 ° °� 40/37 - LP ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO 8E C ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER LEFT POCKET SHOWN24. cv S4 t (UNT P OPPOSITE) 10.) APPROVAL APPISES TO TWO TRACK AND THREE TRACK DOORS WITH FgfED03 3D1 3T - XXX or PANELS. ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. � A LP-XXX or RP-XXX NOTES: 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE H to 1) REFER LA SHEETS 8 S N ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION FOR GLAZING OPTIONS AND DP CHARTS. 4D 2T - LP APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 2) REFER TO SHEETS 9, 10& I1 OF 14 LEFT POCKET SHOWN 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS 3, 4, S. 7, 8. 10, g 3D/3T FOR TYPICAL.CROSS-SECTION DETAILS. (MOPOCKET OPPOSITE) & 11 OF 14. $ 3) REFER TO SHEETS 9 OF 14 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS r o FOR TYPICAL ANCHORS AND NOTES. Q � 4) PANEL STACK CONFIGURATIONS ARE TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG, CODE S) FO 1K�E(WALL$ SEE GENERAL 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEEP 8 OF 14, REFER 3D/3T - LLP NOTES (AIS& 18. TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. r $ g i9tiHT POCKtT SHOWN 18.) POCKET WAILS ARE NOT PART OF THIS APPROVAL, d d (LEFT POCKET OPPOSITE) 18.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (EOR). � i 8 LAMINATED GLASS z 00 0 6 41cl LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR i a° LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. d m ••• 0 .........• • • ....°.,�N�sm� r r2T - XO 2D/2T - OX 3D/2T - OXO 4D/2T'•-# OX 0 • • . • •• to • • • • •`j i �. 0;61; 2 DOOR 3 & 4 DOOR •• ••• •• j� 1 ¢=a,� momNOTES PRODUCTRt ° "�.;w t J N 0:0 1) REFER TO SHEETS 2 OF 14 FOR 1) REFER TO SHEETS S OF 14 FOR °8�++lAYIrlStivlWflerlTa�g 4° FOR GLAZING OPTIONS AND DP CHARTS. GLAZING OPTIONS AND DP CHARTS. • • ��++SCmtr �� 2) REFER TO SHEETS 3&4 OF 14 2) REFER TO SHEETS 8& 7 OF 14 ••+ • • • • • • !mj=No (�J >c� . .• FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION OETAL% • • •• t I� °sc 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3) REFER TO SHEETS 6 OF 14 ••• • • • • • • BY apo FOR TYPICAL ANCHORS AND NOTES. • • i• • • • �• •• Mim+dDt&p„ a Q • ••• • • • • • • • • • • • • • • •• •• DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) 98 3/8" MAX. )MINAL �R SIZ GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' CLASS TYPE 'D' DOOR DTH IDTH HEIGHT N. FT./IN. EXT. (+)T INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) ExT. (+) ITT. (-) 13 1/4" MAX. 4CLUSTER OF 75� :I/0 SPACING LMTATIONSTEEL) 8/8 56.7 95.0 56 7 65 0 56,785.0 56.7 75.0 Anchors not to exceed HEAD SILL i T 10 1/2'O.C.of Deors / 6" MAX. TYP./p amouer ttan w"in. th A 8• HEAD/SILL /�j< STEEL) 6/8 56.7 95.0 56.7 65.0 56,7 85.0 56.7 75.0 \ CORNERS CIE- v O �G� p q � m /0 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 6&8 Tn STEEL) z 4r ' /0 8/0 58.7 65.0 56 7 65.0 x x X X �` i t7 0 7/16- LAM. GLASS �` N DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) C \ � a 0 MINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' �% . a DTH HEIGHT / z FT. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) .. a �% SV 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 10 ITEEL) 6/8 76.7 95.0 Ci 65.0 65.0 76.7 85.0 75.0 75.0 atO+ g a .� j A a /o �J STEEL) 6/8 76.7 85.0 70.0 70.0 78.7 78.8 6&8 68.8 4 O 10 AS REDD. srEp 8/0 65.0 65.0 65.0 65.0 X X X X g SEE CHART AT LEFT e q STEEL) y X fn .NOTES: �4I M a %i jj '/•' % 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX "D 2) REFER TO SHEETS 3 OF 14 D.L. �WID� z s s o FOR TYPICAL ANCHORS AND NOTES. 50"50' MAX. PANEL TH y4 MAX. D.L.O.: / / LAMINATED GLASS. PANEL WIDTH 6/D X 6/8 = 32-3/4' X 74-3/4 LARGE MISSILE IMPACT 2 DOOR - TWO TRACK tO F $ XO OX 8/0 X 6/8 = 44-3/4` X 74-3/4" "t0" TYPI -el t-t FveTlnwl NEPROVED CONFI IRAT1QN 8/0 X 8/0 = 44-3/4" X 90-3/4` IMORS GLAZED WITH LAMINATED CLASS RATED FOR TESTED UNIT 4 p -IANEL STACK CONFIGURATIONS SEE SHEET 1.) LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS, 8 ti 3ULe VINYL--@ aide wars 17 sole wNri n 9ULe wnm t7 /16*HEAT STREN'D 090�� CLASS 3/16'HEAT STREWO MASS 3/16°HEAT STREN'D GLASS J//8`HEAT STREN'D GLASS 090 PV8 INTERLAYER 090 SAFLE%HP 090 PUB SAFLEX 8 0 E.L DuPont OeNemwre&Co.,6m. E-L DuPont� onDoNeocite m urs&Co., km. � �SWut�.Imrm.Gum� or COW Glass ^te �d i1 • 3/18'HEAT STREN'D GLASS $ m 3/18'HEAT STREN'D CLASS %ig �Sohdkh Inc. m J/18'HFAT STREN'D MASS m J/98"HEAT STREN'D CLASS SILICONE 5 N SILICONE ? CONE •• ••• • • • 4�6�$ •••nep�3/�Sj� SCHNEE-YOREHEAD 5731 SCHNEE-MOREHEAD 5731 SCHNEE- REREAD$ 1 • • • • �q��•.••• e O�i000 'CING an OW CORNING 899 • I MOREHEAD 5731 ao DOW CORNING 899 x• • • y, p TREYCO SPECTRUM 2 TREMCO SPECTRUM 2 N C3 MCO�C�RUY Z • •TREICORNSPECTRUM 2 40 •• ••• Q • yttiW i • .•$�� 1 • • . . . . aeNo 812 .• ASS TYPE 'A' GLASS TYPfi 'H' .►e.a qyp. ' ' •i i • i •• 1°Y�13i'Or 0 GLAZING DETAILS i i• •••min- ••• Miami C G ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS N PAIRS SEE ELEV. FOR SPACING 1' Yin. IYPCAL ANCHORS IN PAIRS METAL Edge Dist. �fir•FOR SPACING SEE ELEV.RS N T� g{� ley 4 wow am 9/lb" SPACING 2"'YIN.. 4 s; .YIN. rr ..TMP. w.' 4/: +•.•.a x ALL Ag T �7 `i S • x 3/4' Yin. NNOTE: o. (q o 1 18 'C' ' Yin. Edge Dist. 1•ALL STEEL N PMO ► �'•j A TYPICAL.ANCHORS N PAIRS ALUM.TO BE PNMEO OR PLATED. (;� q 1 Edge Dist. T".) aft FOR SPACING TYPICAL ANCHORS N PAIRS 2.METAL STRUCTURES: ,'t, O 4 SEE ELEY.FOR SPACING A STEEL:F 38 KSI IDN. P� � O _• 10 (COUijq �OA78'MW 1'WCIt MR MIN.THICK-O.tOS7 [ill ry-i� I I 28Y Wood Bluh Sut•trota or maw-DAM ) 17 Speefffo Wow Stru tore .SS�mle.(TMP.) APPR'O MULLKN SEE SEPARATE NOA a 7116•-LAMINATED GLASS ... 0 d y JE Yin. o NOTES: 1) REFER To SHEET 2 OF 14 � Oist. � FOR GLAZING OPTIONS AND DP CHARTS. 03 I� T) REFER TO SHEET 4 OF 14 k I a 0 3) REFER TO SHEET 2 OF FOR HORIZONTAL CROSS-SECTION DETAILS. N WOOD BUM AND METAL STRUCTURES NOT BY LAWSON MD. ` t� p �� I IN MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND -4 (�_ W FOR MAX. ANCHOR SPACINGS. TRANSFER THEM TO THE BURRING STRUCTURE. uj O TYPICA• ANCHORS: SEE ELEV.AT SHEET 8 FOR SPACING 8 g ANCHOR TYPE CHART IN CONC. or MASONRY m)n. I I I IANCHOR ornam BSAD-S .urH Bmeea�ea sago coa�oa q g I I a ELCO ULTRACON 1/4' 1/4' 1 3/4• 1' 2.88 ft . I In N 4 BUU Opt 1/4' - 1 3/4' 4' 3 2 Kaf 41 88p $ gA I fn N BURDE1t - /18` 1 3/4' Ir 3.2 Ka r! a e � ANCHOR TYPE CHART !N 8X B'OOD H CK min. I$ AMON OPTIONS BUD-SILL JAMB Illinbeftaft4f1dae Old.BK food � B SILL RISER NSWED I ADHERED TO SILL H ELCO S ULTRACON 1/4` 1/4' 1 1/4' 1' SS SC Frnddr 10 WITH SILICONE to BUROOt 1/4' 1/4' 1 1/4' 1' .SS SO FULL LENGTH OF UNIT /12 1 1/4' 1' .SS BeI I i N sM.S.(1040 2x) /+a [ I 1/4* DRI F1 EX SO F DRILLING SCREWS 3 0 INTO METAL STRUCTURESip�pC i 4T r ® 21 STEEL : 12 GA. MIN. (Fy a 36 KSI YIN.) t0001g10 19 � •• ••• • • ALUMINUM : 1/8'THK. YIN. (8063-T5 YIN.) 000,0fo 14 a 000 • • • ({TEEL•IN CONTADF WITH ALUMINUM TO BE PLATED OR PAINTED) ®�e Qy,o•o•oo..,°.��s�� 2 n N • • •• t_ t •� �•'�'�i • •• • • � 3 VULUONS (NO SHIM SPACE) e�q�,<Ti LL Er• j •- 1-u • • • • �T13CAI EUDISAWCE n q O p: : (1/4') INTO CONCRETE AND MASONRY a 1'MN. (ELCO ULTRACON) 9jW W IrMal :. • (1/4') INTO CONCRETE AND MASONRY- 4'MN. (ITW BUILDEX) " •'+ �i o e Ot. •° • : 2"'Y :•4 ''� (3/18') INTO CONCRETE AND MASONRY m 3'MN. (TTW BURDEX) g� Pm $ ,:•C0 o• NIRM WOOD•STRUCTUT4E m 1'MIN. ••, e'••4•. �a ' e�A. +I4• TAPCON or APPROVED FILIAL BY EOR • ••• •••IN. O YETAL•S�TfiUC'�UREMN. �m 3/4' RRR �I W P MEMBED.INTO 3E Ksl Cwr_B 6• ••• • • • g FROM CORNERS 6 SEE CLEVATIGN AT SHEET E Non-Shrh*Non-Mataft a OF 14 FOR MAX SPACING • • • • • • • • • ° 'Grout of Minimum S Kai SEE ANCHORS • •FOR SPACING 0 •• FSAME AND V6YT QOQERS AND INSTALLATION SCREWS AT SILL Its SMALED WITH WHITE/ALUMINUM COLORED SEALANT. Q ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS IN PAIS ^ SEE ELEV.FOR SPACING SEEEIEY�F ca 1/4• MAX. 1/4" o C SHIM SHIM Ca a • ••, LE`!'AL_S7'RUCTLIRit AT7'ACHb1EN*•DET R. .r NOTE: Z I • �, 1, ALL STEEL IN CONTACT WITH • ' METAL ALUM. TO BE PAINTED OR PLATED. r� 2. METAL STRUCTURES: •"'•" STRUCTURE A S1EEL; Fy a 36 KSI MIN. ( 12 GA. MIN. THICK m 0.1057 B)ALUMINUM : 6083-TS MIN. (ALUM. 0.078"MIN. THICK) a NOTES: 1) REFER TO SHEET 2 OF 14 pQC FOR GLAZING OPTIONS AND DP CHARTS. �S 2) REFER TO SHEET 3 OF 14 a c :AL ANCHORS IN PARS FOR VERTICAL CROSS-SECTION DETAILS, ELEW FOR SPACING 3) REFER TO SHEET 3 OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. (/) 4) REFER TO SHEET 2 OF 14 MAX. © O FOR MAX.ANCHOR SPACINGS. AIM 1/4" SHIM $ n MAX. •'. 4 • O.L. OPG. 1YPICa.ANCHORS IN PAIRS all t 8 i i 8 7 3 MRS !e N 8 d 4 3 18 6 u $ • w •� .Z dot r to 3 ———— SCREENS OPT4— —— CA •• • • • i ••• ^ ••' •�4'�y�� O.L. OPG •• •• • • • •• NOT READ.ON S (V y eOT&W 8 SIZES PAN L WIDTH SEE ON SHEEP 2 OF 14L 18Y 6, 2D/2T — XO (Shown)ExrERIOR WOOD BUCc 0 oe- DOOR WIDTH • •i• ••• • • • • >B 2D/2T — OX (Reversed) ••• • . • • • • • • Mi•niDrMe tF��1/IIIIIUI ,, a Q ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TE: TWO TRACK FRAME DOOR CONFIGURATIONS MORE THAN FOUR PANELS USING S71LE 196 1/4" MAX. MBINATIONS SHOWN IN THESE DETAILS 13' MAX. TYP. DOOR WIDTH CLUSTER OFy ^ i Y ALSO BE APPROVED (EXAMPLE OOXXOO). AT HEAD/SILL AT 6. �P oC ` HEAD/SILL CORNERS g v ' m I-Al % �+ A vias A � p I 7/15"OVERALL LAM.GLASS Z q� OXXOg C 1 E O .p F Nxax a0 C2 d. \W M, g «< z a! I I oxo APPROVED CONFIGURATIONS I I T i1 of PANEL STACK CONFIGURATIONS SEE SHEET 1.) 0 V AS REM O 11ULS VINYL ,7LL X p � O J/IG'HEAT STREN'D CLASS 1 B I 090 PVB INTERLAYER b K DUPONT BUTACITE by: 1 E.I.OuPent OeNemoun&CO. Inc. 44 3/4" MAX. Np7E6 i 3/18'HFAT STREN'D CLASS �w 50" MAX. D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 SCHP EL WIDTH ! �� FOR TYPICAL CROSS-SECTION DETAILS. p � DOW CORKOR 899 S7]1 50' MAX. � DOW 1XlRNWG t�9 2) REFER TO SHEETS B OF 14 • o TRS SPECTRUM 2 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES, to s0 4 DOOR - TWO TRACK tO � "OXXO" TYPICAL FI EVATIC LAMINATED �LMPACT] TESTED UNIT LARGE MISSILE i $ DOORS GLAZED WITH LAMINATED GLASS RATED FOR q g GLASS TYPE 'H' DESIGN LOAD CAPACITY ' PSF LARGE MISSILE IMPACT AND REOUIRE NO SHUTTERS. GLASS TYPES 'A' OR 'B' -L1UL8 VINYL ,7 PANEL WIDTH STANDARD SILL 2-I 4" RISER " p 3/18'HEAT S1REN'D GLASS lyp�ygj, DOOR HEIGHT f $ RISER �� y D090 INTERLAYER Fr./w. FT/z EXT. (+) INT. (-) EXT, (+) INT. (-) EXT. (+) INT. (-) enn4hocom j • uPont De e"m9 ag Sr:Co.. AMNO f82 DuPont DeNamours& .,Ine. 2/6 40.7 60.0 56.7 60.0 60.0 60.0 3/18"HEAT SiREN'0 GLASS 3/0 01 0/ / 40.7 60.0 56.7 60.0 60.0 60.0 SUCONE MOREHEAD 5731 3/6 40.7 60.0 56.7 60.0 QllO• • p• • • • •• Dmta a°°°°S� v;"'a�'�ij/ooee IXAY comwo.899 6/8 • • • • • g.•'' •��eie TREMCO SPECTRUM Z 4/0 40.7 60.0 56.7 60.0 • 0.0 • ,0• • • • • • t3:� U. �'1!•a • • ••• • 41;y tj 0 �g•J� en 4/6 40.7 60.0 56.7 B0.0 .0 •60 • ••• i i ••• . z ¢, g rq 4/11 40.7 60.0 56.7 60.0 60.0 60.0 111 (W 2/6 40.7 60.0 56.7 80.0 60.0 60.0 PANEL MAX. D.L O.: "' $ .�� ( f 3 • • 3/0 X 6/8 = 32-3/4' X 74-3/4" e�0% •�g� /0 8/0 40.7 60.0 56.7 60.0 80. 6 .t) f} d X 6/T 4411�/4 X 74-3/4' eoio GLASS TYPE 'A' 3/6 40.7 60.0 56.7 60.0• •60. O• 4 11 X �S•R5�-3/4' X 74-3/4" P• AZING DETAILS 4 0 • • • 3 X•8/0 d 3'� �4' X 90-3/4" / 40.7 60.0 56.7 60.0 60. 60 4 'p X Sf0 a 44@-3/4' X 90-3/4' q ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1" Min. TYPICAL ANCHORS IN PAWS METAL ^ Edge Dist. C SEE ELEV.FOR SPACING TYPICAL ANCHORS IN PAWS STRUCTURE ISEE ELEV.FOR SPACING .� 9 18"• �� •'•aa ::a .• ttO DUCK • ' • f •2' MIN. . 'a b In z •••^• .*, 4 _aA: Q m 0 yt per, —j noilA + 1§1 � MML MgucFLIPs ATPACIBI INT DIRTARS $ _ iS o = 3/4" Min. Nam 16 a e+ 1' Min. Edge Dist. 1.ALL STEEL IN coNTAt r WITH 1a i tYPICAL ANCHORS IN PAWS ALUM,ro DE PAINTED OR PtAYM Edge Dist. YP•) ELEV.FOR SPACING TYPIC&ANCHORS IN PAIRS 2.SEE ELEV.FOR SPACING a a)ALUMINUM:am-TS Mpl,o.tos' ►�- S3; +O Ser Wood Duck Substrate or (ALUM.Q0'M'MDL TRICK) V c + Wood Stru tan w/ MIAMI-RNULUON ADE C Swiss ,55mkn.(Typ.) SEE SEP TEARANXIA 7/f6•-LA111NpTE0 GLASS C 29 d• N3 4' Min. C Edge Dist. oI NOTES: 1) REFER TO SHEET S OF 14 cQ 1D FOR GLAZING OPTIONS AND DP CHARTS. W 0 i11r' 2) REFER TO SHEET 7 OF 14 0 I FOR HORIZONTAL CROSS-SECTION DETAILS, WOOD DUCKS AND METAL STRUCTURES NOT BY LAWSON IND. a. 3) REFER TO SHEET 5 OF 14 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND s J FOR MAX.ANCHOR SPACINGS.' TRANSFER THEM TO THE DUIUM STRICTURE rA e 11 1 'TYPICAT_• ANCHORS: SEE ELEV. AT SHEET 6 FOR SPACING 8 I ANCHOR TYPE CHART IN CONC. or- ANCHOR OPHONs MUD-mfr.JAe�D,•beamea else canoreee q g �q{ I i _y ELCO ULTRIICON 1/4• 1/4• 1 3/4•tn I I I I Ir I` DUILM 1/4' - 1 3/a• f%f BUILDEK - 3/I6• 1 3/4' 3• 32 Kel I rn In iV ANCHOR TYPE iN 8X WOOD DCIS min. 1 SILL I ar 1/D• In D orrloNS DaeO 8It Dmbeamen ease D,c r D 4 I I I SILL RISER �' � HERED WITH y NLT1UVbW 1/4• 1/4" i t/a• i• .SS SG Coda CLEAR NGCONE fn No r z i 10 FULL LENGTH a LLDETt 1/4• 1/a` 1 1/a' 1' .ss� OF UNIT SILL I 1 (Mw ax) g1a 1a 1 //a• r S so I 1 4_DRILLFLEX SELF DRILLING ccoEyyN I INTO METAL STRUCTURES 21 Mi�dOo�I d i1 i STEEL : 12 GA MIN. (Fy m 36 KSI MIN.) �J _TS uloaa 14 2 \ ® I • ••: :•. • ALUMINUM I WITH � ALUMINUM TO BE PLATED OR PAINTED) �0�6......... ��8i 3 '<C'• r ,o M(�In •• • • •INFO AWN WVED 4MULUONS (NO SHIM SPACE) 0 7.'� 1L ATti yu►S (1/4") INTO CONCRETE AND MASONRY m 1• MIN. (ELCO ULTRACON) TW •': , �' (1/4") INTO CONCRETE AND MASONRY o 4•MIN, (ITW BUILDEX) aY . ,.' z:'M e a AT V" • •�Nomm (l�31,/�t187 INTO CONCRETE AND MASONRY a 3'MM. (INf BUILDER) !p• !�:y� to `a �a• 1•A4• TAPCON m•APPROVED =AL DY EOR nPK�AZ"�"�' • • • W� WOO�STRIX:LIIRE a i'MIN. d•1 G`•. "',•4' eQ V/1•HtN.ENDEA INTO 32 Its1 cont.D B' •• • • • 0 MET §T UC R�= 3/4• MIN. FROM CORNERS M SEE ELEVATION AT SHEET • • • • • • • • • ��I .Non-Shrink.Non- S DF 14 FOR MAX SPACING • •• • • a 1{D Grout Of Min mum S Kei TYPICAI. IN PAIRS • • • E AND VONT tQRNERS AND INSTALLATION SCREWS AT SILL LEV <C SEE E •FOR SPACING 5 D WITH ITE ALUMINUM COLORED SEALANT. G ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS IN PAIRS ^ SEX XLEY.FOR SPACING PANE WIDTH 1/4" SHIM � .�•' �• 1/4" SHIM ° m$ $ „j n MAX. y' 1D°m� v z L OPG a a 1 1 D.L OPG. " �+ y S 3 6 ii 6 7 3Q p t7 J 17 i v y w 16 2• S 18 4 , .s? p 4 6 ilk Ilk, Cy O u 116 1017 e s OPTWNAL D.L. oPc. D —— E EXTERIOR D.J. OPG. ® a O O O 4D/2T — OXXO PANEL WIDTH wow mm >+ m eC DOOR WIDTH NIS NOTES: 1) REFER TO SHEET 5 OF 14 cnvI FOR GLAZING OPTIONS AND DP CHARTS. A 2) REFER SHEET B OF 14 FOR VERTICAL CROSS—SECTION DETAILS. � to REFER TO SHEET 6 OF 14 ;HIM FOR TYPICAL ANCHORS AND NOTES. �.1 4) REFER TO SHEET 5 Of PAN L WIDTH I4 FOR MAX. ANCHOR SPACINGS. � g L0, n MAX. ` >'•.° 18Y q p$ D.L. OPG. 7 •.1• :•/, rood am 4p 16 8 IId u z 17 ,6990BOIOttOF see 00 --- ..�.. D.L.' PG. EXTERIOR v ti =W PANEL WIDTH PRODUCTR@1BWED 6 r �o n 3D/2T — OXO • ... • ... . . elmam wuham gym° • Aaep N•12- • DOOR WIDTH ••• • • • •• • • �.�� p�®y,�'•o.....••°�rC O • • • • • • • • • • • • YPtCAL ANCHORSAC •••EE G BCT • • • Mimi Dade Anduct • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --i 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET F 8c NON-POCKET MAX. WIDTH 191 1/4' THREE TRACK FRAME DOOR CONFIGURATIONS OF 13 1/4- MAX TYP " °o `\ MORE THAN FOUR PANELS USING STILE 440 -p IVJ COMBINATIONS SHOWN IN THESE DETAILS MAY AT HEAD/SILL AT STILE p�pS 6" MAX. TYP. POCKET WALL i ALSO BE APPROVED (EXAMPLE 6D-3T XXXXXX). HEAD SILL CORNERS 03• m $ 4 @• -7�j" POCKET WALL py O O 7 SEE NOTE 1i3. �E=NDTE I pre X-RP or LP-X %",.) a p A (,a m J F > 0 0.101 ` E Al r XX-RP or LP-XX or RP-XX-LP �-I -i F n " I " x " " 9 9 0 IW a .`cp ti•` 7/16.OVER LL LAkL crass 0 STEEL RENFOR= 0 ' a i CK o oPocIIET WALL g as�• 9 g `9' 1 B4 8 1 1 m a -SEE NOTE �J, sa [per 7 (TYP•) X B I X I I 1 " 3 to 04 X X I .q w XXX or RP-XXX or LP-XXX - 8 0 -1 F "" / NOTES; " 48 3/4- MAX. 43 1 2- MAX. ) REFERTO SHEETS 9, 10 At I1 OF ' 14 WIDTH D.L. OP 49 1/8" MAX. 1 FOR TYPICAL CROSS-SECTION DETAILS. PANEL PANEL WIDTH 2) REFER TO SHEETS 9 OF 14 g 0• 4• Q• 6• i FOR TYPICAL ANCHORS AND NOTES. � C .p .03/0 X 6/8, .p 0 •0 PANEL MAX. D.L O.: - w" 4_ DOOR - THRE . F TRACK 3)FOR POCKET WALLS SEE GENERAL NOTES 4 r $ g �^ 0. _0 • " � 31-i/2" X 74-1/4" "XXXX" TYPI e FI Fvernnti #15& 16 AT SHEET 1 OF 14. " 4/0 X 6/8 = 43-1 TESTED UNIT or RP-XXXX or LP-XXXX or RP-XXXX-LP /2" X 74-1/4" APPROVED CONFIGURATION G 3/0 X 8/0 = 31-1/2- X 90-1/4- DOORS GLAZED WITH LAMINATED GLASS RATED FOR WITH & WITHOUT POCKETS 4/0 X 8/0 = 43-1/2- X 90-1/4- LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. . � IR PANEL STACK CONFIGURATIONS SEE SHEET 1.) DP CAPACITY (8 1/4'SW) DP CAPACTTY - P8F(S" BIIJ) LAMINATED GLASS 6tue " -Z/ SLB tnNri t7 N GLASS 1YPE 'A' GLASS TYPE 'B' GLA33 TYpHEIGHT B 'A' GLASS TYPE '8' LARGE MISSILE IMPACT x 3/18'HEAT STREN'D pass 3/16-HEAT STREN'D CLASS Fr.WIDTH FT, EXT.(+) WT.(-) EXT. (+) INT. (-) EXT. (+) WT. (-) EXT.(+) INT. (-) • 490 PVB Interioyer Sotlex CP-Satlex&Safi"HP 080 PV8 INTERLAYER 8/0(2DR) $ o by:SOLUTIA. Inc.or DuPont 9utacite or (W/ 1 STEEL) 8/0 56.7 68.0 587 68.0 68.0 68.0 6&0 68.04 DuPont ButaWte by:E.I. W (•> DuPont-SantryGlaea by: DuPont DoNemoure&Co. Inc t EL G+Pont OeNemoure&Co.,Ina. 8/0(2DR) m 8/0 56.7 68 0 56 7 68 0 68.0 68 0 °66.0 °68.0 3/16-HEAT STREN'D CLASS? 3/16'HEAT STRENb GLASS (W/2 STEEL) SILI�rtt�NG 699 slLKmwE 12/0( ) 8/0 58.71 69.0 5Be7: T60.060.0 -m DDW CORNING 899 680 680(W/2�) 8/0 56.7• 567 68.0 68.0 58.0 .iI I (4DR) WOD 8/0 53.3 60.0 53.3 60.0 60.0 A6M0.0yqftVA0kft�FlarMs(W/ 1 STEEL) •I6/0(4DR) • • •GASS TYPE 'B' (W/2 ) 8/0 �° �}i �0i6; 68.0 GLAZING DETAILS (°) 2dr/8dr DM MEET 976.7 At-78.° DP Wl"Duppnt 0.090-SGP Pradua • • • • • • • • • • • •• •• • • • •• •• I" MITI. 1/4• TAPCON or APPROVED EQUAL BY EM TYPK AL ANCHORS IN PAIRS METAL V/1 FROM NIR.EMBED,INTO 2E AKiMT Conc. SEE ELEV.NCFOR Edge Diet. B 6•FROM C�NEMB 6 SEE ELEVATION c. TIA �'FOR S IN Pc ANCHORS IN PAIRS STRUCTURE ^ SHEET 8 OP 14 FOR MAX SPACING. SPACING {. ..'ed'e e' ° °' e• .Od 'q a e• 'e°'•ds. ° '. i.} V=1 . N to e.. e d .e• d'• to 01 71 c m 1 06 .c�• CAP --{ _� � � q • rn m i l I BY P.T. 1 r7 QgZ IJ= C • V=SUCK Sf s s � f5 La I 11B9AL srRUt977RB A7RACNA03NI DR7 ane 18 18 TYPICAI.ANCHORS IN PAIRS O O i "- - FALL STEEL IN CONTACT NTH '�p Z q 15 ALUM.TO B£PAWTED OR PLATED. Z rr EAR SD.ICONE 2.METAL STRUCTURES: �, A I DOING CONFOUND TYPICAL ANCHORS IN PAIRS (A STEEL:QFAy 38 KSI MIN. 10 j j I I SEE ELEv.FOR SPACING 9)ALUI12 UM:eN.THTC u-0.1057 t 7 I 4 (ALUM.0.078•MN.THICK) .� I I I I 1 I ste°' MIAAN-DADS.Bs mLn.(W ' SEEPARATEPPWD` ON ®7/16•-LAMINATED GLASSO kb I I I NOTES: 1) REFER TO SHEET 8 OF 14 r7 I I I I FOR GLAZING OPTIONS AND OP CHARTS. I I 2) REFER TO SHEETS 10 & 11 OF 14 w000 BUCKS AND METAL STRUCTURES NOT BY LAwSON IND. FOR HORIZONTAL CROSS-SECTION DETAILS. MUST SUPPORT LOADS WPOSE0 BY MUM SYSTEM AND jhwJL 3) REFER TO SHEET 8 OF.14 MANSF'ER THEM TO THE ERJWING STRUCTURE. FOR MAX. ANCHOR SPACINGS. TYPICAL ANCHORS: SEE ELM AT SHEET S.FOR SPACING 8 I I I j I I z ANCHOR TYPE CHART IN CONC. or MASONRY m1n. j j I I i i W o g oR eBeD-Bac+6wB Bmevamoo eaBe DIa Ce>�te 4 g y N .,c'1 ELCO UURACON 1/4° 1/4' 1 3/4` 1• 1BS Kul I I I I I a w o BIMDEK 1/<' - 1 3/4' P 32 KSI $ . w BULLDEIt - 18" 1 3/4` 3• 3.2 Kei • I I H N ANCHOR TYPE CHART HJ 8X w00D BUCK min. I I I I I I I aPRODUCrRMMWED $ ' 1/8'SILL RISER CHOB OP7'IONBBBAD-BOJ.JAI011ia11wedmee Bdja DbL9%w"d wounmlyiugwhtBmFlarwa q I I I I I I I g CLEAR SILICONE ELCO tDtRACGNHERED NTH 1/4' 1/4' 1 1/4" 1• SS SOA *, ,° z • FULL LENGTH + BUUDE1t 1/4` 1/4" 1 1 4' 1" Im SD I I OF UNIT SILL to I I I I s.Ms.(ante 2K) B12 12 1 1/4" 1' .SS g, I I I 1/4" DRI FI EX SELF DRILLING INN cCREWS M�Di E ® I 119 ® I I I INTO METAL STRUCTURES d ae K 3 I O• I 1 4 I I O I STEEL ; 12 GA. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8-THK. MIN. (8063-T5 MIN.) I 118 i : I • •IN4CO WITH ALUMINUM TO BE PLATED OR PAINTED) ,,�aoulllll�oeye° METE 1 I 21 I • •I • • • °$."'*°°°.w�.'�,'.'��%°°° XE • • :KM AVW40VEDOAUWONS (NO SHIM SPACE) a 67,.• °s 4 (1/4) INTO CONCRETE AND MASONRY a 1"MIN. (ELCO ULTRACON) A 'O :21 Y\ria4l�.Y. ad;�" a•° 40." '.^ a (1/4-) INTO CONCRETE AND MASONRY a 4`MIN. (IIW SU0.0EX) `" •tM 'K . Ili 'd• + .•• •"`•{� 3 18 INTO CONCRETE AND MASONRY a 3"MIN. (ITW BUI DEX) r • `>I� :.e' ....b ...2 .e � --TYP�pI.ANCFKK>lt5 • • IffM W00T STRUC = I"MIN. 2 PIIP • • • OYEi n 3/4"MIN. S• •�. e••v, ,.°�.;°. 1/4' TAPCGN or APPROVED EQUAL BY EOR O •e i` A V/I•MIN.EMBED.INTO 3.2 Ksl Conic.B 6• • • • • • • • • • °y� w. _ I FROM CORNERS 6 SEE ELEVATION AT SHEET • •• • • y T / 4"=,of M mumNon-Stasi 8 OF 14 FOR MAX SPACING. • • • D WITH PfftQ NERS AND COLORED TIONSEALSCREWS AT SILL °Oly , d Orout of MMlmum S Ksi »NIUIII Q • • • • • • • • • • • •• •• • • • •• •• WOOD BUCKS NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS s• ti�,:t3; 1/4e GAP ..: qY'. e . •° CLEAR SILICONE ADHESIVE MAX. I $ O a " •� .:ri• BEDDING COMPOIRID ,7:• ° `Y m_ O v 7C •. A 7p6•-HS.LAMINATED GLASS �- 13 :•4 s 7 gi e. ° �o� 3 O r,•° CLEAR SILICONE ADHESIVE ` a ;&u A o DDWO COMPOUND .' ij•Pgiiil w Ke X IY FM/PHI.-SMS.V/ 2 13 11/4•MIN.EMBED.INTO RX 2 STEEL BARS READ.ON �e¢6 rd7 b.•'•: 7 P.T,WOOD BUCK(ME SHEET 49 SOLES AS LISTED W DP Sj q .s' FOR FASTENER NOTES AND CHART91 PARESELEVATION AT SHMT 11 8 ed i a Z • I FOR FASTENER SPACIG FOR 1 SHEET 8 OF 14 ! � e 18 ' d 76 i RX T. • B 12 I 17 ,6• }� SCREEN DDDR PANEL SCREEN DDDR PANEL 4'� k •b. S�AS I0 RE D OP Q C3 (OPTIGNA.> mPTIONAL) O a •?� - EXTERIOR EXTERIOR GRADE _ S ON 14 CHART PRESSURES W �S DOOR WIDTH(148 Wn PERIMETER CAULK= Q O 3D/3T — XXX NOTES: 1) REFER TO SHEET 8 OF 14 I� a � FOR GLAZING OPTIONS AND DP CHARTS. rn 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. $ g 3) REFER TO SHEET 9 OF 14 G WOOD BUCKS NOT B1'Laysmd IND. 3) TYPICAL ANCHORS AND NOTES. MUST SUSTAIN IMPOSED LOADS 4) REFER TO SHEET 8 OF 14 I � • ',.:": ::: 7/16•-H,S..LAMINATED GLASS .: .e : FOR MAX. ANCHOR SPACINGS. � e 29 1�4e GAP A CLEAR 8 LICDNE ADHESIVE MAX, a� a DDING COMAOIBID R N 3 8 7 :HS.V/ R X R•FR/PHI.-SM8 Z 1 1/4•NIN.EMBED. INTO RX P.T.WOOD BUCK MEE SHEET 49 FUR FASTEELEVATION AST SHEET 0 8 FOR 8 A' NOTES 8 e FOR FASTENER SPACING> d M A •bpi RX T. e. 0 18 I — — — • • Ii • • �+•r, 00®,0o��oLxo. e�ea°°°° � o 17 •• ZB • ••• a m0 • • �: 'Dff99�° O O 00 •e }� 3 ——— SCREEN DOOR PANEL tM ••b. PRODUCT R Ce� :Ay_ (OPTIONAL) O EXTERIOR . 000 • • �omIPlYlogarWW WWWRcoth • LXTERIOR • A bb 4Ol'2 lie. ••• nonR WIDTH(96*) • • JERR�R 'Ns: • :•: 2D 2T — XX 0 0 • W7imnl0sao19zw..accau ` a . . • • . • • . • • ... . • . .•. . • DOOR BUCK WIDTH(3"3/4•) 9t8$E ,. t•m Q v tlU1 x)314•FJt/E SMS y 1/4" MAX. ex P.T'WOODNBI�0.INTO SHIM t SEE OPTIONAL INSTALLATIWI ►; 'e{`$ tlJ<m O DETAILS AT SHEET 1P OF 14) o. e C re I/4• TAPCON or APPROVED EQUAL BY EOR A;• •+� A pr) s idd Y/1 3/4•MDJ.E)ffiE0.INTO 38 KSI Conc. 6•FROM CORNERS 6 SEE ELEVATION AT CLEAR SILICONE ADHESIVE STEEL BARS REOD•AS EbR POCKET WALLS 3 v y • ,,>• SHEET 8 19 FOR MAX SPACDIG. BEDDING COMPIIIAID LISTED IN DP SE / i e. SEE GENERAL RTES Z G 31 MIS AT o 13 SHEET B OF 14 18 I 1 OF 14. d -------- 9 _ ---------------------- -KORES - ------- ------------- --- D --^---- 6 `------ ---- •'•° ------------------PCEAR��-AyRESIVE----------- -- ---- -------------- - __-- ___ ------- --------- � Q I i7 e � � 1 o ------------------ -- --- __ r - _ --- --- --- --- _ $$ SCREENS QPTKINAL S EXTERIOR GRADE O .. ..EXTERIOR ——--——— POCKET DEPTH 8 g 3 PERM ETER CAULKING TEST DOOR WIDTH(190-5/9-) ► 0 8C 4D/3T — XXXXPTYPI4 � NOTES: 1) REFER TO SHEET 8 OF 14 r PICALW PAM GLAZING OPTIONS AND DP CHARTS, g q IN Pans SEE�'FOR SPACIN4 2) REFER TO SHEET 9 OF 14 E ELEV.FOR S1/4'S 1/q• FOR VERTICAL CROSS-SECTION DETAILS. 1/4' MAX• SHIM 3) REFER TO SHEET 9 OF 14 SHIM ----------------------------------- FOR TYPICAL ANCHORS AND NOTES 8 ----9--------------------------- 4) REFER TO SHEET 8 OF 14 8 • FOR MAX. ANCHOR SPACINGS. y ",i ,�' •' META_,SM)�"IHRiE AYTA II!IM DEA M • •• � _��s�•��i'I�i� • �4.. NOTB: • e • Isom® I• 1,ALL STEEL IN CONTACT WITH - s • ••• 00 ALUM. TO BE PAINTED OR PLATED. • • • • �3� O STRUCTURE E 2. METAL STRUCTURES: - •i-•• • sa. A) STEEL : Fy - 36 KSI MIN. -—' (STEEL 12 GA MIN. THICK - 0.1057 B) ALUMINUM : 6063-TS MIN. pgOOu� p •� Al •!, (ALUM. 0.078'MIN. THICK) ---:==c=t:ye= -- _ • ___ __ • W1B1tImF ''® •••!` . 2 6 N1imd Dml°Pmdnd ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME 1 3/4" MIN. M 6 PART i QW. DHBCRIPTION REMARKS EMBED. •t y l L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM %R ANCHOR TYPES SEE 2 L-9211 1 2 TRACK FRAME HEAD (Multi-Slide) 6063-T6 ALUMINUM NO AFOR TWALLS 6,GENERAL . ,: % m S q v ' L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM INTERIOR NOTES 915& 16 AT SHEET 1 OF 14. 1 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM TYPICAL ANCHORS �,c < O 6 ° t INTERIOR e o AT 8»O.C. v O Ci I L-9204 1 X PANEL PANEL TOP RAIL 6063-TS ALUMINUM SEE ELEV. • ;; ^, C A x P! i L-9205 1 X PANEL PANEL BOTTUM RAIL 6063-T5 ALUMINUM 6 FOR SPACING ,• 1 3 � o i L-9201 1 PANEL LOCK STILE6063-76 ALUMINUM 17 2B 1 4i ! r w Y L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM ie 2 �! ' 17 3 _ FE it I L-9203 I PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM C .a'' ip 8 1 CS 1 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM ' w al .� 3 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM 0 1 : q I L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM p' ."••4 , w 16 ►�- ? L-9208. 1 3 TRACK FRAME SILL 6063-TS ALUMINUM 31 17 1 T.1V* • ° STEEL 9118 RE!.ON 3 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM ik'EXTERIOR WES UsTm 1P/a'� g ® � f I PWS-016 AS REQ'D. BOTTOM RAIL WTS'P ULTRAFAB #QB6757DK •'u TYPICAL ANCH0R5 AM 8E Ve• '` AT6'O.0 o 3 PWS-009 AS REQ'M PANEL T13P RAIL WTS'P .187•x.310• (7830-6001-1) o•: SEE ELEV. i PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.210• (7820-6001-9) 1/4». ... FOR SPACING, VWS-004 AS REQ•D. BULB VINYL CFPVC) 1/4. O.D. $HIM 1 3/a» MIN. ��+► C O 1 L-9016 2 SELF ADHESIVE PILE PAD 13/16• X 1 1/2• EMBED. 1"�1 is CQo 1 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. BOT. RAIL EXTERIOR e W FS-003 2 ROLLER ATTACHMENT SCREW #8 X 1/2• F.H./PHIL. POCKET DOOR HOOK AR-008 12X PANEL PANEL •C' TRACK CLIP 6063-T6 ALUMINUM ATTACHMENT DETAILS FS-042 I AS REOD. 'C• TRACK ATTACHMENT SCREW #10 X 1' SNS F.H./PHIL. I L-9018 11 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM ommmal"-Team plim"I= I FS-011 I X CLIP FIXED PANEL CLIP SCREW RIO X 5/8' PH/PHIL. PFVCiMadc 2MMM o.7200•75 I AR-020 r INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4• C36 KSI) Dmmm<erHmamm•A•.10m4 73 D-2240 sp ftowfy 1.45 D•792 S $ AR-021 x ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2• (36 KSI) Tmd4shmokplif 1640 04U AR-024 w INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) Um m»imt% 2440 Dom y r M•lolm®100%MmpdM P5 765.0 D4311 g 1 HC-047 1 MORTISE LUCK HARDWARE W/ HANDLES & KEEPER .91.0 D•746 $ YVb tte Compmmd Na 7287.76 1"v • 1 x Panel 7/161 Laminated H.S. Glass See Glazing Details FUMCAL ARM NO. o L-9022 a ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM D A'•10.m 75 IM40 Sp ft Gmdb 1.45 D.792 id L-9215 1 PUCKET JAMB HOOK TamftSnmsakPs 1640 D4 8 6063-T6 ALUMINUM z UOimme Blm % 973.0 D438 SM-5731 r NEUTRAL CURE SILICONE Schnee-Morehead 5731Namtae®100%Hla*Wm.P91 765.00 ams DC-899 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899d 44 r • r NEUTRAL CURE SILICONE Tremco Spectrem 2 HC-045 2 NYLON PLUG ( .480• HOLE > RIGID PVC �ooe10`g ".e14 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC •• •• ••• ••• 6°° 3 ..........•'odae:a FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 1/2' P.H. PHILLIPS a • •• • • • • • °`°��,•°° /,`•��'r� FS-013 AS REQ'D. PANEL ASSEMBLY SCREWS #10 X V P.H. PHILLIPS •• •i i i i i •i •• 0 0 FS-014 AS REDD. INSTALLATION SCREWS #12 X 1 3/4• F.H./PHIL. III •„ O;®R PL 75.6020 AS REWD. GLAZING SETTING BLOCK SOFT PVC 1/8• x 1/8' x 2•L. PRODU("CR1310 ■ - SCREEN PANEL x ••• • ••• • • msoomPlYmB°�*8gg o °•° �,,�� SM-5504 AS REQ'D. JOINT SEALANT Schnee-Morehead 5504 • •• No x ■ PERIMETER CAULKING OSI POLYSEAMSEALbe • • • • • • • • • • �Z��g e41 • 1 1PRODUCT LABEL x • • • • • q Munni ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 5.244 070 I .. t•500 0 *19 o � Q 1.594 m h C 2 .086 O Iz '. FRAME HEAD 3 Q In .090 I a z o .062 2.250 g 09 FRAME TOP CORNER U .l 5.748 I ® z a FRAME SILL t4 r� IN 1J 1 .500 1.000 y� FREE TRACK FRAME I cQ I 11.zso �q e o 162 ® `l • INTERLOCK REINFORCING .376 fi 1.2181.500 4g ASTRAGAL REINFORCING q 9 FRAME JAk688 A18 to 375 ,'2 0 0 0 —1 @ INTERLOCK REINFORCING R csl ••°•••• • • • ••e �F•ep0y.o.1...M.er1a� ' �'t�, • • • •FRAME BOTTOM ORr Ell 527 ••• M _ 2.094 J .078 PAODIICT RHNBWFD v e 1719 100 • •e• • ••• • • ' • • • • • • • BmldiogCoda .670 ••• • • • ••• • • APrND � ' �r•�� • ,• �� • • • • • • • • • • • st zt • •• • •e • • • /8 0001 • ,� °ccket •P• Hook •C'CLIP • • • • • 0 Dario q •e• • • • • ••• • • • •• •• • • e •• •• � e MIAMI• MlAhu--DADE COUNTY ® DADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) yv"•.miamidt de.eov/eeonorriv 111WW�- VOAP FWedl-Py z 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 perforrn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. C� �� 4 � '�� " �t}p .lad--� '� i�i�'� s� .w,a h � tl~. It�i�-g't�'�aclt�s► � " APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS--8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/11,prepared by manufacturer, and signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the'Notice of Acceptance number and Expiration date by the Miami--Dade County Product Control Section. 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 i 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. rrinra aaoa couNrYMWWWW"wirl—W-7� ry Page I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. _ (Submitted under previous NOA No. 11-0 705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per'FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10 3049 and HETI-10-3051,dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HETI-10-3053, HETI 10 3057, HETI-10-3130, HETI-10 3223 and RET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 1.1-0705.10) 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-10-30491) dated 11/09/10, HETI-10 3050, HETI-10-3052B, HETI 10 3056, HETI-10-3131, HETI-10-3224 and HETI-1-0-3226, 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; PA. (Submitted underprevious NOA No. 11-0705.1U) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-09.08.14 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 tip 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 211611, dated 02/28/08, signed and sealed by Candido F. Font,P.E. (Srrbrrritted rrrtder pr evious NOA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 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 Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--3097, FTL--3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02-0227.05) C. 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 underprevious NOA No. 12-0127.08) 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. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayee'dated 04/11/13,expiring on 12/1'1/16. Jaime D.Gascon,P.E. Product Control Section Sup6rvisor NOA No. 14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5t" 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 Nv.12--0127 08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-012708) 5. Laboratory compliance letter for Test Reports No.'s HETI-10 3047, HETI-10- 3048, HETI-10-30495 HETI.-10 30491, HETI-10 3050, HETI--10-3051, HETI- 10-3052% HETI-10 3053, HETI-10-3056, HETI-10-3057, HETI--10 3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, BET-10-3225 and HETI 10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11,signed and sealed by Candido F.Font,P.E. (Submitted cutler previoris NDA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Sella,P.E. (Submitted under previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08-- 2034, HETI08 2035, HETI-08-2036, HETI-0.8-2037, HETI-08-2038, HETI- 082116A 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 NDA 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 _Sliding Window - LM:I.", approved on 03/29/12 and expiring on 04/11/17. 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--3 MIAMI- MIAMI—DADE COUNTY,FLORIDA •1a;KJAW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in.Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMi)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision"A", dated 01/15/13, signed and sealed by Thomas J. Soto, P.E., bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 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 renews and revises NOA's No.'s 12-0127.06 and 12-0127.24 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MWP1bDADE COUNTY 5•�yC� APPROVED Lzl� Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision"A",dated 01/15/13, signed and sealed by Thomas J. Soto,P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz Seda,P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3270, dated 05/16/11, HETI-11 3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11 3330, dated 01/16/12, HETI-124052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12,all signed and sealed by Rafael E. Droz-Seda, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with market!-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041,dated 10/12/12, signed and sealed by Rafael E. Droz-Seda,P. E. 4. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1,TAS 202-94 and per ASTM F 842-04 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda,P. E. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13,2018 Approval Date: January 31,2013 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 along with marked—up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering&Testing, Inc., Test Reports No.'s HETI-11-3291,dated 07/15/11 and HETI-11-3292,dated 10/20/11,both signed and sealed by Rafael E.Droz—Seda,P. E. 6. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02,all signed and sealed by James G. Worth,P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 10/12/12, with the latest revision, dated 01/15/13, signed and sealed by Thomas J. Soto,P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13,2018 Approval Date: January 31,2013 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 11-1102,09 issued to Solutia, Inc. for their "Saflez CP - Saflez and Saflez HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. 4. Notice of Acceptance No. 11-1102,10 issued to Solutia, Inc. for their "Saflez HP Clear or Color Glass Interlayers"dated 06/14/12,expiring on 04/14/13. 5. Notice of Acceptance No. 11-1102,11 issued to Solutia, Inc. for their "Saflez Clear and Color Glass Interlayers"dated 06/14/12, expiring on 05/21/16. F. STATEMENTS 1. Statement letters of no financial interest, independence, conformance and complying with FBC 2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto,P. E. 2. Laboratory addendum letter for Test Reports No.'s HETI-11 3269, HETI-11-3270, HETI-11-3271, HETI-11 3272,HETI-11-3274, HETI-11 3275, HETI-11-3291, HETI-11-3292,HETI-11 3307, HETI-11-3313,HETI-11-3314,HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-12--4041, HETI-12-4051, HETI-124052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz---Seda,P. E. 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-I1-3270, dated 05/16/11, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dazed 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11 3313, dated 10/20/11, HETI-11 3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12---4041, dated 10/12/12, HETI-124051, dated 06/13/12, HETI-12-4052, dated 07/10/12, BETI-124053, dazed 09/24/12, HETI-124054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-124065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz--Seda, P. E. 4. Proposal issued by Product Control, dated 03/13/08,signed by Ishaq Chanda,P. E. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13,2018 Approval Date: January 31,2013 E-3 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letters issued by Fenestration Testing Laboratory,Inc., for Test Reports No.'s FTL-3078,dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1126.04) 6. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 02-1126.04) 7. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516,dated 07/12/02, all signed and sealed by James G. Worth,P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-0127.06, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door-L.M.I.", approved on 04/12/12 and expiring on 06/13/13. 2. Notice of Acceptance No. 12-0127.24, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door-L.M.I.", approved on 04/12/12 and expiring on 02/13/13. Jaime D.Gascon,7.E. Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13,2018 Approval Date: January 31,2013 E-4 WINDOW/ DOOR SCHEDULE SCOPE OF WORK: GENERAL NOTES: o WIND LOAD RESULTS TESTED WINDOW/DOOR REPLACEMENT 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE z TAG DESCRIPTION GLAZING TINT FRAME PANEL WIDTH X MANUF./ EFFECTIVE DESIGN WIND WINDOW NOTICE OF CONSISTING OF: p COLOR STYLE HEIGHT MODEL# AREA ZONE GCp(+) PRESSURE PRESSURE APPROVAL FLORIDA BUILDING CODE 2010 AND THE ASCE 7-10 WIND CODE. IL (SQ.FT.) GCp(') (P.S.F.) (P.S.F.) (N.OA) • 9 NEW IMPACT RESISTANT 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL U ALUMINUM HORIZONTAL ROLLER 5/16 LAMI LAWSON INDUST. +0.96 +38,7 +65/ ALUMINUM FRAMED GLASS DIMENSIONS PRIOR TO INSTALLATION. W O WINDOW-IMPACT RESISTANT (TYPE"B1 CLEAR WHITE XO 63°x38�° SERIES'HS-8700" 16.6 END(5) -1 33 -51.0 -65 14.0908.14 WINDOWS 3. WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE o • 2 NEW IMPACT RESISTANT z ALUMINUM HORIZONTAL ROLLER 5/16 LAMI LAWSON INDUST. +1.00 *40.0 +B5/ ALUMINUM FRAMED SLIDING SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF p WINDOW-IMPACT RESISTANT (TYPE-B-) CLEAR WHITE XO 3T z 26' SERIES'HS-8700° 8'7 INT(4) -1.10 -43.4 -65 14-0908.14 ACCEPTANCE-REFER TO PRODUCT CONTROLS. GLASS DOORS Cu © ALUMINUM HORIZONTAL ROLLER 5/16 LAMI LAWSON INDUST. +0.90 +36.6 +65/ 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT o WINDOW-IMPACT RESISTANT (TYPE°D°) CLEAR WHITE XOX 111°x50° SERIES'HS-8700' 38.5 INT(4) -1.00 •40.0 -75 1440908'14 CONTROL N.OA DESIGN PRESSURES AND SIZE ARE PART OF THIS ALUMINUM HORIZONTAL ROLLER 5/16 LAMI LAWSON INDUST. +0.93 +37.6 +65/ PERMIT.ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. z O WINDOW-IMPACT RESISTANT (TYPE'S' CLEAR XO 74°x50" SERIES'HS-8700" 25.7 END(5) -126 -48 8 -65 14-0908.14 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE ALUMINUM SLIDING GLASS DOOR 7/16 LAMI 0 LAWSON INDUST. +0.95 +38.3 +56.7 (I.E. BEAMS, COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY Engineer.-IMPACT RESISTANT (TYPE"A7 CLEAR WHITE x 80" SERIES°SGD-9= 20.0 END(5) -1.05 -41.7 /-68.0 12-1204.12 OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO ALUMINUM HORIZONTAL ROLLER 5/16 LAMI LAWSON INDUST. +0.98 +392 +65/ CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR WINDOW-IMPACT RESISTANT (TYPE°B' CLEAR WHITE XO 53"x38" SERIES'HS-8700° 14.0 END(5) -1 51.9 -65 14 0908.14 ADEQUACY. I EXIST.BARREL TILE ROOF 6. FOR EGRESS,THE MIN.CLEAR WIDTH REQUIRED IS:20°.THE MIN. g U A R E Z CLEAR HEIGHT REQUIRED IS:24°,AND A MIN CLEAR OPENING OF EN13INEER13 EXIST. 5.7 SQ.FT.(5.0 SQ.FT FOR GROUND FLOOR)SILL HEIGHT NOT TO 12=SW 70th Ot -- BARREL TILE ROOF EXCEED 44°ABOVE FINISHED FLOOR. NOai"•FL 33156 -sa7-9401 CA 29M WIND LOAD CALCULATIONS F CODE:ASCE 7-10"COMPONENTS AND CLADDING"METHOD 2 •.••.• • 4 0000 000.00 © D WIND VELOCITY= 175 MPH • 0 • •• A/•••• EXPOSURE CATEGORY= CFF I LL • BUILDING CATEGORY= 11BU LD NG ••• /� •••••• IMPORTANCE FACTOR(ON= WA ENCLOSED� v•••• �•6l�•i WEST ELEVATION (RIGHT) WIND DIRECTIONALITY FACTOR(Kd)= 0.85 •000 •Q 49 • SCALE: 1/8"= V-0" HEIGHT OF HILL OR ENTRAPMENT(H)= N/A 0004 Q 84". EXIST.BARREL TILE ROOF EXIST.BARREL TILE ROOF TOPOGRAPHIC FACTOR(Kzt)= 1.00 00•• • .4- • •• EXIST. NOT PART MEAN ROOF HEIGHT(h)= 15 FT 0*0• .,,` .� ••�•• �- BARREL TILE ROOF-y VELOCITY PRESSURE • ® OF PERMIT •••• U Q 00 `3 EXPOSURE COEFFICIENT(Kh)= 0.85 • • • • ED PRODUCT OF INTERNAL PRESSURE • 4•Cn•• COEFFICIENT AND GUST • • FT: • © © a EFFECT FACTOR(GCPI) ±0.18 •• �.• �•• O T • • © O �• (C D A PRODUCT OF EXTERNAL PRESSURE O COEFFICIENT AND GUST EFFECT FACTOR(GCp) (NOTE 1) LL BUILDING'W"AT NARROWEST DIMENSION= 25'-0" CORNER DISTANCE FOR ZONE 5(a)= 3'-0" EAST ELEVATION (LEFT) NORTH ELEVATION (FRONT) (MIN.OF10%OFTHE NARROWEST DIM.R0.4x(h) SCALE: 1/8"= 1'-0" SCALE: 1/8"=l'-O" BUT NOT LESS THAN 4%OF THE NARROWEST DIM.OR 3 FT.) 0.1 X 25'-O"=214° © © © O 0.4 X 151-0'=6'-0° 0.04 X 25'-0"=1'-0" a EGRESS +1,r VELOCITY PRESSURE EVALUATED AT HEIGHT r-h(qh) BATH v qh=.00256(Kh)(Kzt)(Kd)(V"2) EDUARDO A.SUAREZ P.E. 201 BATH BEDROOM qh=.00256(0.85)(1)(0.85)(175A2) UCENSE#64759 m APR 21. qh=56.51PSF �•/L�I`� OA m BEDROOM 1 Cn m BY° 017fa DESIGN WIND PRESSURE(p) (LOW RISE BUILDING AND BUILDING LESS THAN 60FT) (�/�V/ (PRESSURE) p=(0.6)56.51[GCp(+)-(418)] Date: 4-20-15 EGRESS FAMILY ROOM (SUCTION) p=(0.6)56.51[GCp(-)- (+0.18)] Project Designer. EAS Drawn By. EAS. GARAGE NOTE: Checked. 1. GCp SHALL BE SELECTED FROM FIGURE 6-11 a BASED ON O EFFECTIVE WIND AREA AND ZONE.SEE WINDOW/DOOR Submittal: PERMIT SET SCHEDULE. Gp 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN Drawing Tige: NOT PART DINING STRUCTURAL BREAKS BEING CONSIDERED.STRUCTURAL STRUCTURAL BREAK. GENERAL NOTES, OF PERMIT KITCHEN OF THE TESTED COMPONENT ARE A FLOOR PLAN, 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT ELEVATIONS AND E MULTIPLIED BY THE WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. SCHEDULES EGRESS F Sheet N(�) FLOOR PLAN 1 of 1 SCALE: 1/8"= 1'-0" A Al 00 General Notes: € o q E}i Fy�j 400 X \\\ 2.) WOOD BUCKS ySHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING U RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS N o Q a o E C OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 0 o e-,3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON -s o ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER z v W x (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. w o q U g g 1 g Bi 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE in in z q ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND In T0.BE REVIEWED BY BUILDING OFFICIAL. a, 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES C3 ( # 7, or 8 AND FOR USE WITH DOUBLE GLAZE NbTE: --- .....:>...-->--• TABULATED HEREIN SEE SHEETS 6, ), 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Bi" REFER TO SHEET #3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). a� 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E" REFER TO SHEET #4 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 3OFT. Z 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED, o A Al 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. .'. ' 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. N 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. X \�\� //� 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. •""• f_ 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE ...... V . 14.) WOOD BUCKS IN CONTACT WITH CONCRETE .MUST BE PRESSURE TREATED AND ANCHORED;. .. E A D E (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS :00:0: •�.'• �J & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER • �t1' •:• B g 1 24 SECTION 11.3.3.3. .•. �•'� :....: 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. •• • • 16.) SEE SHEET # 5 FOR MULUON/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. ' 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED XOX —Equal Lite (1/3-1/3-1/3) WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT o '� 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. as cu 2) FOR VERTICAL CROSS--SECTION DETAILS "A, Al, B, & Bl" REFER TO SHEET #3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE mts h pq 3) FOR HORIZONTAL CROSS--SECTION DETAILS "D, & E" REFER TO SHEET #6 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. a d a 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. p 4. A Ai o 0 w 4 d d o a a A a 1ll K E� NOTES: _ Ln , . . 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. , 2 3 #� FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Bl" REFER TO SHEET PRODUCTREVISED ori as complying with ft Florida 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E" REFER TO SHEET #5 Building Cods 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. AmplarLcol'0 SERIES--8700 HORIZONTAL SLIDING IMPACT WINDOW En .� �..T-...� ' �� APPROVED ELEVATIONS Cwrol A TEST UNIT SIZE: III" X 83" $c 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) 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A) 8 AT FRAME HEAD TWO ADDITIONAL ANCHORS �, 0 (14 AT FRAME HEAD IF DP ABOVE 70A) REQUIRED AT MEETING RAILS (8 AT FRAME HEAD IF DP ABOVE 70.0 REQUIRED AT MEETING RAILS O g4 MO (B) 10 AT EA. FRAME SILL A A 1 FOR UNITS WITH DP ABOVE (B) 6 AT EA. FRAME SILL FOR UNITS WITH DP ABOVE 0 +/- 70PSF (4 TOTAL) A +/- 70PSF <4 TOTAL) td O A V , 5• F (8 AT FRAME SILL IF DP ABOVE 70.0) A A g• �O t0 (14 AT FRAME SILL IF DP ABOVE 70.0) t• MAX 11375' (C) 6 AT EA. FRAME JAMB 4' iO 4,t -- —1 ' — 14'--� 4 I/2• , (MAX a.C.I rM.1 ci (C) 6 AT EA. FRAME JAMB V6&0:78.C. (41. q.CJ *SEE GENERAL NOTE �t3 & 4. (MA)t. o.C.) *SEE GENERAL NOTE #3 & #4. , � 5' CARNMPMAL AE�S) s'AIL CORNM) of �� ,` Qf C M Max. D.L.O. Ylidt Max"I O.L.O. ► dth M D.L.O. i idlh = 2438 x, 243 331 • " 0 C3 " = 13 I/4. O C. ° �" = 13 1/4' O.C. Z >- W Z H n fl fi 6\s �" fI i� W / tj �/s� �� / � I/a• D.C. // it === �✓- e---fl 1/a' a C. f��r • o L, L" D 2 // - j, x j RU Q' W / i / 13 I/4 O.C. M w / J - ,�---- �" 13 I/4' O.C. J " > 'z" cu CU No 13 1/4' O.C. B B 1 f �i go 13 1/*%0.0� ��y • fi "� � fi if +i•••• •• � tr-t•� ••••. ,4 L L ANCHOR NOTES, ANCHOR NOTES" `INT. FALSE COLONIAL ` ••�� • & •• 1. SAME ANCHOR SPACING R EXTI.HEAD & SILL / MUNTINS ARE APPLIED W/ 1. SAME ANCHOR SPACING AT HEAD & SILL <Bo•• EXT. & INT. FALSE COLIMIA•U • U 2. TWO ADDITIONAL ANCHORS REQUIRED 1 W/ SILICONE AND ARE 2. TWO ADDITIONAL ANCHORS REQUIRED MUNTINS ARE APPLIED 1d/•• •,� ••• AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. W/ SILICONE AND AR ( , • AT MEETING RAILS FOR UNITS WITH •••• DP ABOVE +70PSF / - 75PSf (4 TOTAL) AVAILABLE AS OPTIO IIL, • n ss DP ABOVE +/- 70PSf (4 TOTAL) • • � • XOX WINDOW EQUAL LITE KPVERTICAL • O�� WINDOW EQUAL LITE A ••• NN • • I:�VERTICAL CROSS--SECTION DETAILS 'A, At, B, & BY AT SHEET #3 „ „ • • • 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 NDTES� OX REVERSED ) • • ••••• TEST UNIT SIZE: 111" X 83" 1. SEE VERTICAL CROSS-SECTION DETAILS -A, At, B, & BI' AT SHEET #3 •• Z. i INSTALLATION FASTENERS Ill' OVERALL. FRAME WIDTH 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #4 H • (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0 ��A�' A TWOADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILLREQUIRED AT MEETING(14 AT FRAME SILL IF DP ABOVE 70.0) t +/-FOR 70 SF WITH DP ASERIES--8700 HORIZONTAL SLIDING WINDOWN+/- 70PSF C4 TOTAU(C) 5 AT EA. FRAME JAMB } 1 4 1-- ( . o.C� l SEE GENERAL NOTE #3 & #4. FLANGE FRAME ELEVATIONS - L.M.I. ; o TYPICAL AT H CORNEAS) ,,Max. pS, D.L.O. Yfid Mak D.L.G. pildth : 24 3/8", ( 33 1 D.C. u � tj w co fi / fi n z d til W / __ ��Vic= -1� tI / 13 1/4. O.C. , ¢ �} __- is== �� 13 1/4' O.C. 1 Z 13 1/4' O.C. coj A , PRODUCT REVISED ANCHOR NOTES" 1. CIG AT HEAD & SILL EXT. & INT. FALSE COLONIAL MUNTINS ARE tic awtplyirrp;�vitll the F1otldn SAME ANCHOR SPACING Building Cad APPLIED W/SILICONE AND ARE AVAILABLE ,,,,. ray,•;a `�': .' 2. TWO ADDITIONAL ANCHORS REQUIRED AT AS OPTIONAL. Acteptnnctsltio d $� muj MEETING RAILS FOR UNITS WITH Dp „ „ )i1 n Otc ".•`° "•ma �- ABOVE +70PSF / - 75PSF <4 TOTANUTL) XOX WINDOW — UN—EQUAL LITE ` �►�� "� Si 1. SEE VERTICAL CROSS-SECTION DETAILS 'A Al, B, & B1' AT SHEET #3 I'l Y✓� � _ • '" 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 Aiw> Jude Product Control A 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' • MIN, EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYR) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) o 1 1/8' MIN, 2, WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC, o o INDUSTRIES) MUST SUSTAIN LOADS IMPOSED A A EDGE DISTANCE �` Y " : BY THE GLAZING SYSTEM =' 1J4' MIN, viILO z w a EMBEDMEN Id d Yj' a Qiq A- o 0 :R'. ; ' �' 2X °,• °' of a 4rA V MIN. ;= ',y zto •. ..�•'f..< . :;i: Y EDGE ANC£ z° .94 114 002 A. • '• � � EXTERIOR GRADE I/4' MAX.12 i ": -- 1 11/4" : ' .� y SHIM SPACE 2XGAIN. EMBED.) PERIMETER CAULKING (TYP.) :�,��;- �_ �, np x r .: rA EXT. GRADE PERIMETERL 1/4' MAX. 1� • • • '� �, J/ i� i� !! CAULKING NOT $Y SHIM SPACE •��••� �•� � t3�' ��}` I g '•! �'• !� !! �� 6 'LAWSON INDUSTRIES', TO BE APPLIEA BY OTHERS •••••• O CTYR) i �° ••• ;1 ! I! •••• •• O i! li �k CLEAR SILICONE ADHESIVE `� '! !! ! k • • !_ !; EXTERIOR !1 �� !! =; ' ItBEDDINGCOMPOUND ' Ul vs : _ = r! !! r! !! !! j! iI i! 4! !! INTERIOR •••••• O ii !i it 34 �! !! !i i! • • r1 • C w z EXTERIOR INTERIOR `� �! • r! !! ALTERNATE DETAIL a¢ LAMINATED GLASS J �Nww ID ! i! OOD FRAME INSTALLATION a 14 .� !� o IOU 41 3c A I 27 �i ii !' i! ;! Alii tL o ! k� ;! !! WINDOW INSTALLATION NOTES• rr if !i !i ri SA 4- 20 THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT, 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE o SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) W 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO a _ ! ! APPLIED WITH SILICONE SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK U a 2 SHEETS #4, #5, & #6, BY OTHERS CTYP.) z Nt 26 �I� ; WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR , i 26 I 0 9 32 13 MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ,�, I _ EXTERIOR GRADE AVCS Thi #1 Std i# WII.' R $�!!t� EXT. GRADE f...................... PERIMETER CAULKING -I 13._ R INI _ CAULK ` - d a 1/4. MAX, tI it#�FT R1+ttt�II)' i P i n d A s 4 1/4' MAX d 4. 4. SHIM SPACE .',. 4 4 SHIM SPACE t r,.• a Q , CTYP,) :.. .: it d ° ) ,: .,.. 4--1 1/4' MIN. .�.� A C TY P. ,._ d .1 1/4' MIN, ' • EMBEDMENT d :_ ° EMBEDMENT d' K aa. 4• a. d 'd. PRODUCTREVISED e :9 ad : d e• d 4 '•�;:4 .'y ' a4 d : v ;, IdascontplyLtga�iUtth$Florida �::: - " d i v Building Cado p _ d 3 n ` .'� 1 1/8' MIN. . Accephu No Ode .. _ EDGE DISTANCE OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" MI��adO I',roducl Control A I. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYR) BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON O INDUSTRIES) MUST SUSTAIN LOADS IMPOSED e 14 INTERIOR FINISH BY THE GLAZING SYSTEM (o q A (BY OTHERS) M o; to U z c F'.•'' ` `' :`•:'.•�: p _ .PT. WOOD BUCKS �' ¢ 01 m w °_' ';z,�• ::_; '-,' 21 23 LAMINATED GLASS en a ( o o q �r 1/41 MAX. SILICONE ADHESIVE :n:,. A. #14 S.M.S. W/ 1 1/4' SHIM SPACE BEDDING COMPOUND 1/4 MAX, ,.�x.•' pq MIN. EMBEDMENT INTO WOOD, (TYP.) SHIM SPACE a o (SEE ELEVATION AT SHEET #2 INTERIOR (TYP.) _, Z o FOR MAX. FASTENER SPACING) 2X 7 17 34 27 3 ^ ' `` ° a1°a : o 1/4' TAPCON W/ 1 1/4' o MIN. EMBEDMENT INTO C❑NC, Z 1 1/4' MIN. (SEE ELEVATION AT SHEET #2 a EM LENT - - - =____- '_ _ _ _ _ - - _ 14 ---- - - - - - ---__-_-__- ix FOR MAX. FASTENER SPACING) o 2 ;� 1' MIN. ....... _ o EDGE .. -4 DISTANCE ir 1 1/4`' MIN. ..� g 11 = - _ -- - -_ - _--- --__-- EMBEDMENT t . ({{{(EEEEE{EECC{EE{(EEE 1 7 • • • tlfE E��{{{{EEfE r s••••• • • [tr 0• �/ ____-_ --------------- ----- _ .._._.._._.._.._- d 1 1/8 MIN. • ...... - ----------- •°. EDGE DISTANCE � O �1 EXTERIOR WALL FINISH t„! •'� BY OTHERS (TYP.) c . .r :•;" `; ".� = a. •....• EXTERIOR 18 19 11 �' ••••,• • O 4 r:•�„ ••••.• • � EXT. GRADE ,-�c-' 4. a. •..... w I • ' STUCCO OVER METAL LATH NAILED TU D CAULK '; :+. ;• ti .: • • + EXTERIOR GRADE PLYWOOD SHEATHING EXT. GRADE PERIMETER - 'r. �=`x`L: Q . •• : '`'• p :...a • • • ••••tiC Q CAULKING NOT BY C aI TO BE SPECIFIED BY ARGHIT£CT OR G.C. ' ' •• • • � (EXTERIOR FINISH BY OTHERS) LAWSON INDUSTRIES, NOT BY LAWSON INDUSTRIES, INC. TO BE APPLIED BY OTHERS 73' MAX. • (TYP.) WINDOW FRAME BUCK WIDTH _._...................................................... 74' MAX. WINDOW FRAME FLANGE WIDTHcu K "Xd" WINDOW EQUAL LITE r ( "OX- REVERSED ) o v w 30 31 WINDOW INSTALLATION NOTES: .5 a $ $ ! 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. z x GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE ! v —V);-4r BY WINDOW INSTALLER (TYP.) y a 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK ' 22 21 BY OTHERS (TYP.) ' WHEN THE GAP BE'T'WEEN THE WINDOW FRAME AND THE BUCK OR ��ggs�tttt�t NIASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. A% LOCK LATCH AND SWEEP) OPTIONS il4TIS , #12 q � �� ❑R 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE u ,� {� ) PRODIJCFRBVISBD LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. _. 0.4 complying wTilld!®NtoTwa 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED AutldlnbCods FOR USE ON ALL WINDOWS. Aweptouc*No_ 0 08. 14+ 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. By ' vtianti soda Product Control A Gtl' Or Glass T e"A" *2 '� Glass T e "C" (*2 Glass Type "D" (*2 Glass Type"E' * 3 Glass TyRe 1711 * 3 a A s::. .. + psf - f + + psf - psf + psf - sf + sf - sf + sf - f '000 a z 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 800 80.0 80.0 80.0 M ° 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 o � "o 0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 a: .' A 0 m 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 0, o M A, 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 z ,� 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 iz on 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 � a 0 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 cn o 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 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 0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0ix i 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 .. E- 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 •; 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 80.11.' w : 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 0:0 • • • 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. • 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%... ,®. 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 8":*• v • • 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 $0.0 800 ' .:. 4 65.0 65.0 .. :,; 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80:0 .• • 1 ,,,,•. 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. 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 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 1 65.0 65.0 y 0 70.0 70.0 70.0 70.0 80:0 80.0 80.0 80.0 } + o 7 5 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 4 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 0 0 =§D.� 65.0 65.0 f 70.0 700 70.0 70.0 80.0 80.0 80.0 80.0 u a 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 ' 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 a a 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 80.0 800 ' 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 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 1 700 70.0 1 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 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 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - _ - - - _ "'Oul REVISED 1.} SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. a.cour4ysnstvidilhell Notes muldin Code 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW 8j (WINDOWS WITH GLASS TYPES "A, B, C, & D") A�e �Ne • p L RISER - OPTIONAL APPLIED WITH SILICONE 3.) SILK, WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP / �\ FOR DP AI30VF +70.0 PSf (WINDOWS WITH GLASS TYPES E, & F ) AND +80.0 DP MAX. By �l'a +�. .�nlr �t C+80,0 DP MAX.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL. ON 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. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. sic A _ a z .; � Glass T e ..8.. * 2 Glass T e ,�e�� 2 ; x Type It 1l �* * o �� _ � s `. + Glass T e E 3 Glass T e F 3 G lass Type G 2 0 ,. Anchors Anchors + sf - sf + sf - sf s sf + sf - sf + sf - sf + sf - sf 0 ,00 a 60 24 3 7 80.0 80.0 80.0 80.0 65.0 .75.0 65.0 75.0 52.0 52.0 65.0 75.0 , to 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 E 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 �' a 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 75.0o, o n 4 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 � o 3 � W 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 xw o c � 72 36 3 7 80A 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65A 75.0 0 _ 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 m ao 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 ." � w - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0.• 108 36 3 11 .••• 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.075.0••• •0:0 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 75.069' 0 • 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... 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 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75. 72 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '• '• a ©•� 84 60 5 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.6.." • a x 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 • a z 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N o 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 U1 w o° 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 x 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 Q 74 58 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �z 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 75.4 cu " -P K 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 N 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 L 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 CD 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 s 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 75.0 z 111 26 3 11 - - 62.0 52.0 65.0 75.0 65.0 7 5.0 52.0 52.0 65.0 75.0 a 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 52.0 52.0 . . 5;t?F 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Ptt(�DiICTRB tS -. os coml4tyittg vritlt ttta Florida Buildlug Cock ,� Acceptaco m r.Y Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. vi IttriD _ 2. STANDARD SILL USED ON WINDOWS WITH +70A DP AND BELOW /f% (WINDOWS WITH GLASS TYPES "A, B, C, & D") �/� %�� BY -- " 20 S LL RISER - OPTIONAL vtiar^il�3flda Pitduct Lon 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP '/.%' '/.%' '/.%` ! 1 APPLIED WITH SILICONE o , (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. I l FOR DP ABOVE +70.0 PSF � ! ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON 2 ! (+80.0 DP MAX.) o� _ •o ,na ° WINDOWS WITH DP ABOVE 70.0. SEE ELEVATION AT SHEET 2 OF 10 / a e� "� � E w 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 3OFT. �� lift ttwW IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. -.4. XOX - Un-Equal Lite q • I1 # 12 x 3/4' S.D.S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS 33 19 ALUMINUM MULLION FLAT HEAD, PHILLIPS, SEE MULLION APPROVALS FORf� 34 MULLION TYPE, SIZE AND MAX. ELEVATION AT SHEET 02 IT$M � FART # REQD. DESCRIPTION REMARKS O O FOR MAX. FASTENER SPACING AND --- 'SILICONE OPTIONS's DESIGN PRESSURE LIMITATIONS. DP TABLES FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM q �t .......... DOW CORNING 899 (ALUM. 0.078" MIN. THICK) --- 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM SCHNEE-MOREH£AD 5731 O0E 0600 TREHCO SPECTRUM 2 3 L-7701 1 FRAME FXD. JAMB 6063--T6 ALUMINUM M I U o NOTE: THE LOWER'PRESSURES OF 1: G1 AxING p P Ii 'O ' THE VtINDdYt DR MULL SHALL GOVERN INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM y c o If SASS II _ - - [ ft+��+ Jaa n IAl*11NA1 :v:_•rr.._.:a:. - - r_ 5 L 770 r � 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063 T6 ALUMINUM � mw t�o90'PL{�S .TN1 ,�T1Ar 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM z a 0 O 'z1 118"AHSAr - - ILI8 L 7706 I VENT JAMB LATCH RAIL 6063 T6 ALUMINUM t- z q 00 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUMOD a .K mss. L 1t� TI;D' ASS SON -TYPE"I3 � _ _ N •••• EQ'D / 'G) • sees ••• ---------------- - - •••• C) 10 L 8705 3 T5 ALUMINUM 12 FS-066 AS REQD. FRAME ASSEMBLY SCREWS #86X 3/4' P.H. PHILLIPS, ..;. EXTERIOR GRADE 1rrrNDOlrr FR/UdE 13 FS-040 AS REQD, INSTALLATION SCREWS #14 SMS F.H./PHIL. 0000 • 0 PERIMETER CAULKING , ••• ��o LAMINATED GLASS COMPOSITION - TYPE E EXTERIOR 14 L-7531 AS REQ D. VINYL BULB 1/4 AIA. BULB #3033 . . z ' MM GLASS DBSCRVMON DBTAM L"MTB DUCRIMON 2 FRAME MULLING DETAIL 15 PWS-003 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .230' h s 1/6• HEAT-STRENGHTENED GLASS -=_ - 16 PWS-005 AS REQD. FIN SEAL WEATHERSTRIP 187' w x .350' h •••• : Ft • ' }f+t. SAFLEX/KEEPSAF£ }.{ � r� 2 OA90' PLASTIC INTERLAYER =- •=== By, 'SOLUTIA' 17 AWS-009 AS REQD. FIN SEAL WEATHERSTRIP 187' w x .310` h •••• (:Z) • 3 1/8' HEAT-STRENGHTENED GLASS 1 - _: aa10' 0 18 L-7711 AS REQD. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM • •• • k, • LAMINATED GLASS COMPOSITION - TYPE F SEE MULLION APPROVALS FOR 19 PWS-001 AS REQD, PILE R GLAZING BEAD 187' w x .150' h • • •• MULLION TYPE, SIZE AND MAX. . rrim GUN DIISCRIPTION DBTAII, LAItlN U DRSCMMON DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQD, SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 1 1/8' ANNEALED GLASS - NOTE: THE LOWER PRESSURES OF BUTACITE PVB 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 2 OA90' PLASTIC INTERLAYER »»:~`-` By: 'BUPONT' THE WINDOW OR MULL SHALL GOVERN p 3 1/8' ANNEALED GLASS 1 WW 1/4' MAX. " 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON N rj 1` # 12 S.D.S. X 1 1/4 L. 03 SHIM (SEE ELEVATION AT SHEET #2 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL t C9 19 ,� INTERIOR FOR lAAX. FASTENER SPACING) 24 2 SELL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM ~ W i8 A ----- 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P,H./PHIL, t y W _ 261 HC-044-1 2 WEEP FLAP & BAFFLE x ��°1j fHi - - - - - - 'SILICON£ bpmw, 26.2 HC- I X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. DOW CORNING 899 27 HC-040-1 2 SASH ROLLER & HOUSING x d JSCHNEE-MOREHEAD 573133 0600' TREMCO SPECTRUM a 28 HC-026-1 1 SCREEN FRAME & MESHGLA2IDEPTH 29 1 ATTACHMENT SCREW @ CLIP #8 X 5/8' S.D.S. CO INSULATED LAMINATED GLASS COMPOSITION TYPE A d i° rrsu GLAss DRSCR1PTIox D1r� LA111NATlt DBSC121PT1ON 1S._ 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 1` � 1 1/8' ANNEALED GLASS _ __ _1 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL y 2 0.090' PLASTIC INTERLAYER _ V4• SAFLEX PVB PERIMETER +'tlNdd4'1 FRAME NOTE 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM o 3 1/8' ANNEALED GLASS -____ _= Byt 'SOLUTIA' SANT 1. ALL STEEL IN CONTACT WITH m w EXTERIOR ALUM. TO BE PAINTED OR PLATED. 33 311 2 LAMINATED GLASS See Details IR L,H. of sheet 9 c �, o a 4 1/4- INSULATED AIR SPACE --= d 4� 2. METAL STRUCTURES: 34 w AS REQD, GLAZING SILICONE See Details L+ L.H, of sheet 9 s d 5 1/8' ANNEALED GLASS (*) � u a (S STEEL A. = 36 KSI M- 35 OPTIONAL AS REG'D, COLONIAL FALSE MUNTIN ALUMINUM a zs = (STEEL 18 GA. MIN. THICK - 0.048"} z � P} INSULATED LAMINATED GLASS COMPOSITION TYPE C B) ALUMINUM : 6063-TS MIN. 36 SM--5504 AS REQD. JOINT SEALANT ITSIr GLASS DBSCRD'T10N D$1 LALIINA'PB DBSC1tIPTroN (ALUM. 0.078- MIN. THICK) 37 AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL a , 1 1/8' ANNEALED GLASS 2 0.090' PLASTIC INTERLAYER ® - Z PVB E 1 METAL STRUCTURE ATTACHMENT DETAIL ` 3 1/6' ANNEALED GLASS _'— By+ 'DUPONT' 4 1/4' INSULATED AIR SPACE dLiH' if ==' = 5 1/8' ANNEALED GLASS (*) I 1 0.310 INSULATED LAMINATED GLASS COMPOSITION TYPE G � rm GLASS DESCRIPTION DBT LANINATR DESCRIPTION ° 1 1/8' HEAT--STRENGHTENED GLASS 2 0.090' PLASTIC INTERLAYER 4 3/4' PVB sit 3 1/8' HEAT-STRENGHTENED GLASS =__ _= By: 'DUPONT' �; • ' e6) 4 1/4' INSULATED AIR SPACEUL9 •" '-= PROIZUCTIIGVISED 5 1/8• ANNEALED GLASS (*> I 1 ` as complying with she Florida Building Code (m) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE 3OFT. Acesplhtn v o_ ® ' IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GBrj.' D,OD j'J ''°•° r�7 1,0 GLAZING DETAILS AND OPTIONS NI artTIisnttsj�lso A E$ptdE JAMB • FRAME HEAD FRAME FIXED JAMB SILL TRACK tz L--7��1Q3 L-77701 L-88702 (D t / �/ O .093 `\ FRAME TOP CORNER � A \' � t A `� to ,750 .062 M tI „� 1.285 t�l10 th o {{ a 2.643 SILL RETAINING CLIP 12 x }= trl W t3 A62 I L-8705 I W O Lh A 2 6s1 10 FRAME ltrao VENT TOP RAIL o0 Q .r O FRAME JAMB •••• O 000 •R O t •• ••••>� FRAME SILL FRAME VENT JAMB p ..... ..�. 0 L-8701 L-8703 1.466 062 t 2A00 o 00000 . .�. .•.•• • ., :.ii. --� .754 (--- FRAME 80TTOM CORNER FRAME MEEnmG RAIL •• •• H •eqr VENT TOP CORNER ��, O lij- VENT SPRING LATCH %\ FRAME Slt t : ' . •. 2:9 L-7539 �,y... �2 �2 . • • .. 0 w.. z W4 0 2.943 YES JAMB RAIL .�` w 1235 ul VENT LOCK 139E 1 A ,69$ VENT INTERLOCK RAIL FIXED MEETING RAIL ve L-7705 L-7704 VENT TOP/BOTTOM RAIL N (� L-7707 j rj - iv o to A62 a VERT BQTroM wuL 1 FRAME SILL MEETING RAIL a y F'R1Wf' SII I V i ,062Jz 2,p{,2 2.285 L375 VENT BOTTOM CORNER a ` i c +a• o 078 12 0 V o a 14 04pil > Z ut 06a 1.165 of FRAME & SASH CORNER ASSEMBLY DETAILS ¢ 1.075-1 " VENT JAMB RAIL SILL ANCHOR CLIP SILL RISER L-7706 L-8830 GLAZING BEAD ADAPTER �44��Be11x�� m O L-7711 L-8706 �b4k � ••.. , ,�► 32 GLAZING BEAD �o• L--7708 18 20 � ,• •' .500 .094 1 { a f � as 1,150 —.062 I 050 A� �� PRODUCT RITIVISED { �0 1.250 as cangslyitlg tti it11 t11a 14oti3a o-, 2.794 i BuflAocx,i l g Code f I Arc+�:plmtcol�a _ • �`'��^�' ` ..Pm. .• .� 773--•-1 1—.773— ade Product Contrc+I . A SEE SEE BELOW SEE BELOW SEE BELOW NOTE 5. NOTE #5. r NOTE /S. a NOTE #5 , t m 40 Oq v v t x i• m ! t x /, x m J 0c t ° /f%%i� x ! l V �' /�� x ! 1 V Ad. 1i� � f x ! M � VJ .`� ° ''%� o t ., ° '%fi' `'% o .'� o .lam /:% %/'Oi'%' �/' 0.1711- 0.-7 Notes: I a n ,a r% ,, ,,% General o i w d i y w d i i „r .i 1 ) It) r A ' Ia o �.� o �° t ! � IAITi f SIL m o v> o A �J °� yJ `� rn! ►J `0 CO `� `� ! ZINE; V � � T.` € �9 F ` r 4•v HUI fn C13 r 7 r 7 r 2. WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING w o NE a X-LP or RP-X � a - tXX' or 4D/3T - XXXX or 4D/2T ) RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS c Z O XX-LP or ISP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP-XXXX-RP w = IC OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. ago Wx a n O 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR ...� p �-I+ SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND. • ••• 1 D 2T - RP 2D/2T 2D/2T - RP AS TABULATED ON SHEETS 2, 5, & 8 of 14. .• . z p v RIGHT POCKET SHOWN RIGHT POCKET SHOWN 4D/3T 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE • � A (LEFT POCKET OPPOSITE} (LEFT POCKET OPPOSITE) ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO ••• •••a a BE REVIEWED BY BUILDING OFFICIAL. 0060 • ► � • 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF • (�•• •• • ANCHO Y. SEE BELOW 4D/2T 6.) DOORS ARE QUALIFIED FOINTO WOOD R USE WITH SINGLE GLAZE H.S. LAMINATED GLASS •• •• •.iS z • 2D/2T - LP/RP .. . . Z $ NOTE $5. _ TYPES TABULATED HEREIN (SEE SHEETS 2, 5, & 8). •- E„• e a 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6, 7, 9, 10, Soo** t +-, F c�! ! SEE BELOW & 11 OF 14. • • •. �• •• t m NOTE #5. CT ►-a i1; � x O' 4D 2T - LP RP 8•) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED ; . m .. ac.a '; '�i o �4 / / W/ SILICONE. N. A _D .-0 0•"7 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ••a I " ! ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE N ti a tt� O l 4D/3T - LP ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24. II) 0 a t �! LEFT POCKET SHOWN 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED t ! (RIGHT POCKET OPPOSITE) PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH—RH) POCKETS. U�H'r 73D/3T — XXX or 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVEDLP—XXX or RP—XXX NOTES• PRODUCTS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE 1) REFER TO SHEETS 8 OF 14 ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION FOR GLAZING OPTIONS AND DP CHARTS. 4D/2T — LP APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 2) REFER TO SHEETS 9. 10 & 11 OF 14 LEFT POCKET SHOWN 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6, 7, 9, 10, o �v FOR TYPICAL CROSS—SECTION DETAILS. (RIGHT POCKET OPPOSITE) & 11 OF 14. N 3D/3T 3) REFER TO SHEETS 9 OF 14 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS o FOR TYPICAL ANCHORS AND NOTES. TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER $ ; 5) FOR POCKET WALLS SEE GENERAL TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 3D/3T — LP NOTES #15 & 16. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. n 8 E RIGHT POCKET SHOWN 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE "' v U O (LEFT POCKET OPPOSITE) REVIEWED BY THE ENGINEER OF RECORD (EOR). o " ty N — a� n- ,+ Ccl W I z 0 z %/ % .%%j :�%/• :�� :i%� '•�i� 'iii ii i/ i/ Vii,% %! Vii% .. — o 0- t RMINAl I} I A T 1= d Q. EQU TANS:RIRE� 9 � m Fr i:3 cd",•�^�,; 400na 0000eoo �d®® y RO;•�H, g yfi oOO I/�ee®C� �..'. I ••W g00 P®,��I k/2T - XO 2D 2T - OX 30/2T - OXO 4D/2T - OXXO/ �w� fmm,n:,,I t� 6p^ . I 2 DOOR 3 & 4 DOOR PRODUCT f�I �D z� �' ';�, � � �e®��.� NOTES: NOTES: "3 Cfl3Tt�Iy1m, M o V uL's �' 0 1 1) REFER TO SHEETS 2 OF 14 FOR 1) REFER TO SHEETS 5 OF 14 FOR B:alldaa3G Cn�1e o 1 ftaeceynse IJP FOR GLAZING OPTIONS AND DP CHARTS. GLAZING OPTIONS AND DP CHARTS. �.1z 2) REFER TO SHEETS 3 & 4 OF 14 2) REFER TO SHEETS 6 & 7 OF 14 � fZs 018 x FOR TYPICAL CROSS—SECTION DETAILS. FOR TYPICAL CROSS—SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 3) REFER TO SHEETS 6 OF 14 hlmad Dpde1'roductC®ntro A FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. : DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) 98 3 DOO8- MAXDTH ^ a NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' � i WIDTH HEIGHT CLUSTER OF C FT./IN. FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+} INT. (-) 13 1/4 MAX. 4 ANCHORS 5/Q SPACING LIMInotTATION: teed TMP' AT STILE ENDS (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 HEAD/SILL ., 6HEA0 TMP M v / 10 1/2" O.C. at Doors m a' p. / smaller than 60" in wi th. / /SILL y Q 0 .1 O q �, N06S EEL 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 A ( r6""I 1 CORNERS as o 0'.% Ori N ( ) l 1�v .� / � •e (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 I o z o q h 8/0 I a`nDa g RE � � Z � 8/0 56.7 65.0 56.7 65.0 X X X X ...dt (WITH STEEL) 7/16' LAM. GLASS . . t� N . . .. z C3 DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) C /% D I �/. N 904:00 ••• A •• •• NOMINAL DOOR SIZES V/ fn QH t• GLASS TYPE GLASS TYPE . z WIDTH HEIGHT ff ft GLASS TYPE ff GLASS TYPE ff _ _ �� "� `r ••• n �. • FT./IN. FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. {+) INT. (-) EXT. (+) INT. (-) g w w g a i/ I �/ •••••• • 5/0 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 � J •• •• Z • (NO STEEL) p W w M -i • .. .. .� / coo uta oo fa .s� ..... 6/0 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 0' 0 oI ° °� W d (NO STEEL) •• ,ae; t---: / I ..aod 80 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68_.8 68.8 STEEL REINFORCING [� O (WITH STEEL) s AS REOD. t CV W p I SEE CHART AT LEFT M '.(WITH SOTEEL) 8/0 65.0 65.0 65.0 65.0 X X X X O X B I O z � NOTES 1) REFER TO SHEETS 3 & 4 OF 14 " � c o w 44 3/4 MAX. a FOR TYPICAL CROSS-SECTION DETAILS. � z 2) REFER TO SHEETS 3 OF 14 D.L. OPG. o $ . a FOR TYPICAL ANCHORS AND NOTES. 50" MAX. oV N C a 50" MAX. PANEL WIDTH m 3 MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH CD ¢ N E 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK N XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION 0 v a C N APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT a LARGE MISSILE IMPACT.AND REQUIRE NO SHUTTERS. o z (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) z v BULB VINYL 17 BULB VINYL 17 BULB VINYL 17 BULB VINYL 17 s e c /16" HEAT STREN'D GLASS 3/16" HEAT STREWD GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREWD GLASS o X .090 INTERLAYER .090 PVB INTERLAYER 090 SAFLEX HP .090 PVB SAFLEX a DuPont SentryGloss by: p DuPont Butocite by: tl Clear or Color Gloss Interlayer Q Clear or Color Gloss Interlayer H E.I. DuPont DeNemours & Co., Inc. H E.I. DuPont DeNemours &Co.. Inc. F by: Solutio, Inc. w by: Solutio, Inc. m 3/16" HEAT STREN'D GLASS m 3/16" HEAT STREWD GLASS m ! 3/16" HEAT STREN'D GLASS m 3/16" HEAT STREN'D GLASS boy% o°o°° Z a, o") SILICONE SILICONE g SILICONE *' r ONE ° ° SCHNEE-MOREHEAD 5731 U _SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 NEE-MOREHEAD 5731 w.> a ftp In �- �'e�`a� I pp DOW CORNING 899 pD g DOW CORNING 899 ap g DOW CORNING 899 pp CORNING 899 y z o.3e Cej ®°®1�+ I \ TREMCD SPECTRUM 2 \ TREMCO SPECTRUM 2 \ TREMCO SPECTRUM 2CO SPECTRUM 2 Ccti - 0 " to Lu W-0.416 a, I to til L0 Z °ell, to I I. 40 .I. .I. 1 40 I: f 40 140 ®M0)UCTR EAT�IAIM O V ®® °°0 0 s�cost► ying wrath the Florida �i�W ,�(�n( '/n(�{�y( rn(�ny Dwldmg Cade W I I W 1 I W 1 I 71 ny ce No 0Ia �r � a t]r f r �GLASS TYPE A GLASS TYPE B GLASS TYPE rC GLASS TYPE rD a GLAZING DETAILS Miami Dade Product Cc�r�tro TYPICAL ANCHORS IN PAIRSMETAL SEE ELEV. FOR SPACING 1" Min. TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS STRUCTURE ^ Edge Dist. hSEE . FOR SPACING SEE ELEV. FOR SPACING � ~ 1 BY to W Q a E . " t ° d e WOOD BUCK ° to a • .. i7 p . 2 V) 9f 16 2" MFN. ° " e•d ° N d N M w. Im TYPe d ` tog 0 V D a".° (D 0 in i A U 1 i-aJl Ida AL MUCTURE ATTACHMENT DETAIW = �_ 3/4" Min. NOTE: Co g a +� d O Edge Dist. 1. ALL STEEL IN CONTACT WITH ••0 18 1 Min. g ALUM. TO BE PAINTED OR PLATED. • 0 a I O Ede Dist. T TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS 2. METAL STRUCTURES: ••• •• Z • • 9 yP•) EE ELEV. FOR SPACING A) STEEL : Fy = 36 KSI MIN. •ko z ou SEE ELEV. FOR SPACING (STEEL 12 GA. MIN. THICK - 0.105") *%- 8) � A $ a 4 B) ALUMINUM : 6063-TS MIN. •• �•• 900114 ° • I. I.' I: I:' (ALUM. 0.078" MIN. THICK) •• V (/) • 10 25Y Wood Buck Substrote or C4 • • MIAMI-QADE COON • •• • � � • I II II 'I Wood Stru ture w/ (SG) APPR'D MULLION •• • • i r�. • • Specific Gravity= .55 min. (TYp•) SEE SEPARATE NOA •• • ••� � O ! 7/16'-LAMINATED GLASS ° • • d •• • .. o 29d N 3 4' Min. �� p cxi 0 NOTES: 1) REFER TO SHEET 2 OF 14 Edge Dist. rn o III II II FOR GLAZING OPTIONS AND DP CHARTS. t' N I I I I 2) REFER TO SHEET 4 OF 14 Q A L z I LI �.I FOR HORIZONTAL CROSS-SECTION DETAILS. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON WD. C7 = o_ O I I F I 3) REFER TO SHEET 2 OF 14 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND k-ft4 FOR MAX. ANCHOR SPACINGS. S W O a TRANSFER THEM TO THE BUILDING STRUCTURE. = J cr _j o E TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING g e! Oo Z ANCHOR TYPE CHART IN CONC. or MASONRY min. N O w U ANCHOR OPTIONS HEAD-SILL JAMB Embedment Edge Dist.Concrete o m N • $ V ELCO ULTRACON 1/4" 1/4" 1 3/4" 1" 2.85 Ksi o. I I I ! I• I;- 0 1/4" - , t 3/4" 4" 3.2BUILDEX Ksi J N $ I II I II II 0 N - C-4 BUILDEX - 3/16" 1 3/4" 3" 3.2 Ksi n C+ S J _ F ANCHOR TYPE CHART IN 2X WOOD BUCK min. c N o N I ! II II _► w 17 I ! = z ANCHOR OPTIONS HEAD-SILL JAMB Embedmn Edge Dist.2x Wood a A I' I: 1/16" or 1/8" V) V) u7 ODUCT PLUM' 3 v w �! I I I SILL RISER w w ELCO ULTRACON 1/4" 1/4" 1 1/4" 1" 55 SC imply �roijh tt Florida6 2 o � I �I• ll �! 5 ADHERED TO SILL �w N BUILDEX 1/4" 1/4" 1 1/4" 1" .55 SG ding, v '" WITH SILICONE ' ""' •' FULL LENGTH OF UNIT N N S.M.S. (Into 2X) #12 #12 1 1/4" 1" 55 SGl' cel�lo e c 114 DRILLFLEX SELF DRILLING SCREWS - ° C INTO METAL STRUCTURES tCa�i I B x Mi:�n:i Heade Pk-�;duc STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 21 22 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) �N STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •e°°°°°°°•O, #10 SM FA INTO APPROVED MULLIONS (NO SHIM SPACE) CM mz G ® ®tl I R w TYPICAL EDGE DISTANCE o w o ®�n dta i!J [C: ,® I ° N (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) • 1 i'" I 7 '''''.'''.''' ''' (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) ~2 �� mo® j :o... ° ePO ° (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) n ° o °. 14.' . s a ' a ° °• INTO WOOD STRUCTURE = 1" MIN. a e 4. ° Z•" Mllaloe a 1/4' TAPCON or APPROVED EQUAL BY EORw ��d •° INTO METAL STRUCTURE = 3/4" MIN. 39 °G TMP A W/ 1' MIN. EMBED. INTO 3.2 Ksi Conc. R 6' 0. IO FROM CORNERS g SEE ELEVATION AT SHEET SEALANTS: tstltl Non-Shrink, Non-Metollic 2 OF 14 FOR MAX. SPACING. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL q Grout of Minimum 5 Ksi TYPICAL ANCHORS IN PAIRS SEALED WITH WHITE/ALUMINUM COLORED SEALANT. SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING to © Z ol TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING M 0) y a a � o n 4 A 1/4" MAX. 3 � M A 1/4" MAX. SHIM z r•/} p SHIM C3 E' e• °' to t+J k 0 � N 00 N n. 9 METAL STRUCTURE ATTACHMENT DETAIL •• z Q NOTE: • ••• ••b z z •d A 1. ALL STEEL IN CONTACT WITH • • •� A e as ••• ••• ,.,a g•• cn e, ALUM. TO BE PAINTED OR PLATED. n: ' METAL 2. METAL STRUCTURES: •• • a STRUCTURE A) STEEL : Fy = 36 KSI MIN. • • (STEEL 12 GA. MIN. THICK = 0.105") •° • ••• B) ALUMINUM : 6063—T5 MIN. • •• ~ �� "• • (ALUM. 0.078" MIN. THICK) •• • V z �• • a 6 •• • ••� rri �• i •• • • n� O CQ o NOTES: 1) REFER TO SHEET 2 OF 14 0 FOR GLAZING OPTIONS AND DP CHARTS. [a 2) REFER TO SHEET 3 OF 14 c TYPICAL ANCHORS IN PAIRS FOR VERTICAL CROSS—SECTION DETAILS. Q cn SEE ELEV. FOR SPACING 3) REFER TO SHEET 3 OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. a /4" MAX. O O SHIM 1/4" SHIM MAX. ..' N m 1 ° TYPICAL ANCHORS IN PAIRS a t: D.L. OPG. SEE ELEV. FOR SPACING C' 0_- 16 16 I I 7 3 I I •> N p E 11 6 e N :2 � 17 '~ N N — — 23cl a w p' o CX IF I 26Y WOOD BUC 17 O 8 to a, ton} ®®pppafl1i11Pps®B� W 0 STRUCTUR 16 .. � ey@o ooQ0000e®0000� S I SCREENS OPTL.— — — :.' rn "' ° ooe®�°g►®, 3 — — — — D.L. NOT REOD. ON 25 '"� C4 I 06/0 X 6/8 SIZES PANEL WIDTH 1BY �' �IZ®I?'U�)iWluJ� � a o � SEE CHART ON SHEET 2 OF 14 WOOD BUCK as complying cai8ki FlOa4da a°a ® �;0 EXTERIOR Bu ldimg ... ' ,.o 'Q - XO ( Shown) DOOR WIDTH A�eeplac�Ao t2 1204- 12- 2D/2T °°°• ®' �' • 2T — OX (Reversed) � • �® � 6 Miami Du&PrroijuldCore�r MOTE: TWO TRACK FRAME DOOR CONFIGURATIONS 196 1/4" MAX. OF MORE THAN FOUR PANELS USING STILE - E COMBINATIONS SHOWN IN THESE DETAILS 13' MAX. TYP. DOOR WIDTH CLUSTER OF to •-: x SILL 4 ANCHORS 6" MAX MAY ALSO BE APPROVED (EXAMPLE OOXX00). AT HEAD/ TYP o AZ AT STILE ENDS i g" `HEAD/SILL CORNERSF_ q v M00 ° yon C) a ° II II ch in Q AJv a U. v 7/96° OVERALL LAM. GLASS u I Z L4 z Cly' h oxxo C1 �.� D n ,.� E �� i �� a �� z Cq / II / = a c I CQ j A a N 1.4 = T =a O C2 li 11 4 C11 `D Q J ` J w M o � Z o C� z kz 5 A rnorna rn II 0 � I z oxo APPROVED CONFIGURATIONS U - W C ' w wd (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) STEEL REINFORCING Q 9.p d A5 RE00. 01-6 •• • • • BULB VINYL--@ 7 BZ O OI X X O : •s•• ] a I ;• . • 3/16- HEAT STREWD GLASS Q•• A a • • 090 PVB INTERLAYER 1/ • �._ 1 z �v � c� • a DUPONT BUTACITE by: • •i •� • • • p,• • • H E.1. DuPont DeNemours & Co. Inc. 44 3/4" MAX. NOTES G" LLJ • • • d• • 3/16" HEAT STREWD GLASS FM 50" MAX. D.L. OPG 1) FORETYPICAL HCROSS-SECTION DETAILS. o o •. •w V) SILICONE PANEL WIDTH 50 MAX. n '� - SCHNEE-MOREHEAD 5731 2) REFER TO SHEETS 6 OF 14 pp N c = PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. DOW CORNING 899 TREMCO SPECTRUM 2 Q a o LO 4 DOOR - TWO TRACK -' N "OXXO" TYPICAL ELEVATION LAMINATED GLASS TESTED UNIT LARGE MISSILE IMPACT o N a ' O DOORS GLAZED WITH LAMINATED GLASS RATED FOR -0 N '^ Y DESIGN LOAD CAPACITY - PSF LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. GLASS TYPE H GLASS TYPES 'A' OR 'B' $ m z BULB VINYL 17 PANEL WIDTH STANDARD SILL 2-I/4" RISER 3" RISER PRODUCT REMWED 3/16' HEAT STREWD GLASS NOMINAL DOOR HEIGHT - C a9 complying erott&t the Florida � a .090 INTERLAYER FT./IN. /IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-} 13uitdsngCO& � ° o Ix DuPont-SentryGloss by: E.I. AV ice � 04. t L ed 4{ � Uj DuPont DeNemours & Co., Inc. 2/6 40.7 60.0 56.7 60.0 60.0 60.0 Z m 3/16" HEAT STREWD GLASS 3/0 40.7 60.0 56.7 60.0 60.0 60.0 ®�®�®��°, SILICONE 3/6 40.7 60.0 56.7 60.0 60.0 60.0 A�iannit�ade g '�tC®�� 'r��°°°° °° � ®® I SCHNEE-MOREHEAD 5731 a ®® I DOW CORNING 899 4 0 6/8 40.7 60.Q 56.7 60.0 60.0 60.0 °°� "� IL h`�� I TREMCO SPECTRUM 2 / v�z .1 CO LO N ® (�; � ,1. ,�: 40 4/6 40.7 60.0 56.7 60.0 60.0 60.0 m� to cC, w rd 4/11 40.7 60.0 56.7 60.0 60.0 60.0 .;.a o ®ft f 2/6 40.7 60.0 56.7 60.0 60.0 60.0 PANEL MAX. D.L.O.: " ccs ,°,� z AGO / �-t 0 X 3/0 40.7 60.0 56.7 60.0 60.0 60.0 40 X 6/8 = 44-3/4" X 74-3/4" : GLASS TYPE 'A' 3/6 8/0 40.7 60.0 56.7 60.0 60.0 60.0 4/11 X 6/8 =55-3/4„ X 74-3/4;; GLAZING D ETAI L.S 4/0 40.7 60.0 56.7 60.0 60.0 60.0 3/0 X 8/0 = 32-3/4 X 90-3/4 d 4/0 X 8/0 = 44-3/4" X 90-3/4" ca TYPICAL ANCHORS IN PAIRSMETAL SEE ELEV. FOR SPACING 1" Min. TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS STRUCTURE ,� w Edge Dist. SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING h C4, lay X x to 0 c a w a e WOOD BUCK o `_° to ° E~ e 4 s e r _ M ti! z 9/16 2" 'MfN. .o ° d . °' e.4 +a e ,'4 e a to st to M to a°i a e MTAk TYP. e e a e• t\ \ tAG � V C7 0 0 o• e'.e O in Cn -j 1 Z METAL STRUCTURE ATTACHMENT DETAII S in tW z 3/4" Min. NOTE: co a ` w o 18 t5 d 1" Min. Edge Dist. 1 ALUM. TOIN BE PAINTEDORTH PLATED. C3 Ca I A2 cv Ede Dist. T TYPICAL ANCHORS IN PAIRS 2. METAL STRUCTURES: Z fn 0 Edge yP•) 5EE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 4 z O SEE ELEV. FOR SPACING A) STEEL : Fy = 36 KSI MIN. (STEEL 12 GA. MIN. THICK = 0.105") ` A 0 4 B) ALUMINUM 6063-T5 MIN. a a W ..] (ALUM. 0.078" MIN. THICK) ,� C/) W )GMIAMI-ME COUN 10 II I 17 II I 2BY Wood Buck Substrate or U Wood Structure w/ (SG) r O S I II I II II pecific Gty= .55 miSEE SEPARATE NOA in. (Typ.) APPR'Q MULLION N � Z jf Ij I r�i .. I .. .. ... N M d �W. �Ny . to . .. 7/16'-LAMINATED GLASS _ • W •O I. II. III. 29 V) 3 4' Min. Edge Dist. .. a v� C\2 H . o I I I I NOTES: 1) REFER TO SHEET.5 OF 14 •• • • • • I': I" j I': FOR GLAZING OPTIONS AND DP CHARTS. 001•: A • I 2) REFER TO SHEET 7 OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. • .. ; C7 • w FOR HORIZONTAL CROSS-SECTION DETAILS. (/? • ., • O v I' I' I' I' MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND • . . • , • 3) REFER TO SHEET 5 OF 14: TRANSFER THEM TO THE BUILDING STRUCTURE. JJ�{(�(� 2 = W to FOR MAX. ANCHOR SPACINGS. •..• . JLn 0' J p Et TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING a c a C3 W II' I' ¢ ANCHOR TYPE CHART IN CONC. or MASONRY min. N ; o o_ a N Uj U ANCHOR OPTIONS HEAD-SILL JAMB EmbedmentEdge Diet.Concrete N c N ELCO ULTRACON 1/4" 1/4" 1 3/4" 1" 2.85 Ksi g I II I� II l� to Lr- Ln J BUILQEX i/4" - 1 3/4" 4" 3.2 KsiLi- g I II II I II J w J BUILDEX - 3/16" 1 3/4" 3" 3.2 Ksi N o E w N ANCHOR TYPE CHART IN 2X WOOD BUCK (min. 0 II. I III, �" v n1: _ I I 17 I 1/16" or 1/8" W ANCHOR OPTIONS HEAD-SH.L JAMB Embedment Edge Dist.2x wo ®I}UCI RENEWED - I' I' SILL RISER complying with the Florida 3 v W I II I'I II ADHERED WITH \N w ELCO ULTRACON 1/4" t/4" 1 1/4" 1" 55 SG uildislBCade o z I: I: I: is 5rF LEAR SILICONE N to BUILDEX 1/4" 1/4" 1 1/4" 1" 55 SG ° 10 ULL LENGTH jl 'jI jl 'jlI S.M.S. (Into 2X) X12 X12 1 1/4" 1" 55 SG • e F UNIT SILL I 1/4" DRILLFLEX SELF DRILLING SCREWS Mi i Dade Product Con 1 I I INTO METAL STRUCTURES d 'H ; 21 I • STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ®1l0160698�@08®B B2 2Z 30 I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 19 J'n (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ®®® v• .......°M, =J ••.�O ®m® 14 00 2 o N INTO A PROVED MULLIONS (NO SHIM SPACE) nawe`• 0 ft LO U. s N TYPICAL EDGE DISTANCE vie.ems to tr•d •� I (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) N (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) %o '�� •:�®m w)I .. . .. . e o e 20 t 4 s AT WEEP ENO NOTCH (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) "' a•• .• v® I I st oa e o z•" IUUN• o TYPICAL ANCHORS INTO WOOD STRUCTURE = 1" MIN. N m® °•••• ,�� I °' 1/4' TAPCON or APPROVED EQUAL BY EOR O OO o I °'•- 4 0' NP• W/ 1' MIN. EMBED. INTO 3.2 Ksi Conc. @ 6' 2 PER CLIP INTO METAL STRUCTURE = 3/4" MIN. a dos �( • '39 4' ' o FROM CORNERS is SEE ELEVATION AT SHEET SEALANTS: a poi ,oN� Non-Shrink. Non-Metoliic 5 OF 14 FOR MAX. SPACING. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL q Grout of Minimum 5 Ksi TYPICAL ANCHORS IN PAIRS SEALED WITH WHITE/ALUMINUM COLORED SEALANT. SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1.. SEE ELEV. FOR SPACING PANEL WIDTH o t 1/MAX HIM 1/4" SHIM e. toQ z MAX.f i °' ° M I ay -V v t D.L. OPGto . 9 6 pill IFC6 D.L. OPG. 7 3 r% c 0) v 0 z o j3 26 I ? 'o M p in o T7 _ _ _ _—_—_ 17 e' O — 23 — 23 Z z° tin t 6 16 6 g 24 a 24 a . e •a CON it Cv II 8 4 z z 0 — A N 21 17 11 9 25 25 8 10 a () a ° yy �. ' O H A N ••� �r — — — rc SCREENS OPTIONAL — — — — — — `' • . ••�• • • C D.L. OPG. D E D.L. OPG. J .. br) a EXTERIOR PANEL WIDTH iBY WOODBUCK N d" .@ •• i 4D/2T — OXXO •; '4: o C • DOOR WIDTH •• •• ••�� 62 • .. .. O) • • NOTES: 1) REFER TO SHEET 5 OF 14 :• �•: Q A : • FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 6 OF 14 co FOR VERTICAL CROSS—SECTION DETAILS. z ; • ; 3) REFER TO SHEET 6 OF 14 •00• FOR TYPICAL ANCHORS AND NOTES. �4 SHIM 4) REFER TO SHEET 5 OF 14 PANEL WIDTH o o N MAX. FOR MAX. ANCHOR SPACINGS. 1/4" SHIM ° `1*1 V MAX. 4' •• ' ° t BN Y N 1 i1 1 1 D.L.O. 9 is I I D.L. OPG. 7 / -WOOD BUCK g � 24 v 6 26 N O E s a w v �i► O 0 = 17 23 ' c w o 16 6 24 r •a Z x 28 o U rc 17 d 0® 30 25 8 10 e e `�_ R: �®(0'��e°° 00, SCREENPTIONAL Ln a ® o C�I C2 O D D.L. OPG. in EXTERIOR -: S� PANEL WIDTH PRODUCTRENEWED `� eta®® r--I 3D/2T '— OXO as com lYMS with the 1FPoride °a9.� Z i Building Code 1 /� A y WW } Accepta&hce No ■�r '2��"' }� DOOR WIDTH Ex ' io, D Y D �20/8 ? _TYPICAL ANCHORS IN PAIRS BY A SEE ELEV. FOR SPACING Miami Bade Product Cont: 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET ` �� - oaf & NON-POCKET MAX. WIDTH 191 1/4" I � F i ' Y m ! THREE TRACK FRAME DOOR CONFIGURATIONS OF CLUSTER OF x u iri', 13 1 4" MAX. TYP. O t o ,�� MORE THAN FOUR PANELS USING STILE / 4 ANCHORS 6" MAX. TYP. POCKET WALL O o ,, AT HEAD/SILL AT STILE ENDS / „� SEE NOTE 3 10 COMBINATIONS SHOWN IN THESE DETAILS MAY A3 6 HEAD/SILL CORNERS 40 ALSO BE APPROVED (EXAMPLE 6D-3T XXXXXX). I"-"I 1 (TYP.) ; M Co o t m .0 C)II -- I o) .1 O A I ElPOCKET WALL A 0 I 1 1 NO ;§W O o t J SEE NOTE 3. N II N N I I p � q A rX-RP or LP-X t (rYP.) N II N N 1 a:m I 3 �%Pn.. m : _19 N II N N ; a Z v, F F �7 N N II N 1 °° •� ' _JZ e A iii, /; s i � � N / � II / � N / � N i ¢ i Go a z o t o .i�� .:3� v 1 x C3 D E 1 I .. tv a aor _ '.� i D Z a o t, - x to C2 �/ N i/ II i/ E2 i/ os L °' o �n071 wa g II II N F1 i a o rn Z O s `� N D !I N = 1 -4 va o z t.,y or XX-RP or LP-XX or RP-XX-LP O_ \_j MQ N II N N I 1 6 M 0- N N II N I Q) 1 ..it z z /00 m N II N II , w ... U //✓ /�i. iii• x o/� o z so / ,it "dam 4'- O p 7 16" OVERALL LAM. GLASS N \_AS REOD.STEEL REINFORCING N i ll Q U •• :•• E 1 •• d 0000 i r N II 30 B4 N N , I In •. ••a o l J �,a O, POCKET WALL ! -- � • • >a O • SEE NOTE #3. II II 11 N 1 1 (01 •• •.• E' 02 t , (TYP.) X 63 N X II X N X q . ; .. ... .. o d . . r 7 �h _ XXX or RP-XXX or LP-XXX 4 U 1 I ;• ;•• A • i Y F y ! 43 1/2" MAX. NOTES •. .. a : t ,�� y " 1) REFER' TO SHEETS 9, 10 & 11 OF 14 U �� i�, �f, �y Y �� 48. 3 4 MAX. 49 1/8 MAX. FOR TYPICAL CROSS-SECTION DETAILS. o :jf ,i% :.�� ,`�� v 1 / D.L. OPG. r�� 'i ° `- PANEL WIDTH PANEL WIDTH 2) REFER TO SHEETS 9 OF 14 c o �' 4- � D T FOR TYPICAL ANCHORS AND NOTES. N '` �' �' s 1 4 DOOR - THREE TRACK 3) FOR POCKET WALLS SEE GENERAL NOTES # IJ _0 CO T PANEL MAX. D.L.O.: #15 & 16 AT SHEET 1 OF 14. w � N g �' �' �� 3/0 X 6/8 = 31-1/2" X 74-1/4" XXXX ' TYPICAL ELEVATION $ TESTED UNIT t• 7 4/0 X 6/8 = 43-1/2 X 74-1/4" _ a $ n XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 3/0 X 8/0 = 31-1/2" X 90-1/4" t WJ LaM r: ° E �: ' .. ;Mra _ _ .. 4/0 x 8/0 = 43-1/2 x 90-1/4 _ €. 201 RM ET 9 (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) > DP CAPACITY - PSF (3" SILL} ` 1a`r� w NOMINAL 000R sizes (wt", z BULB VINYL t 7 BULB VINYL t 7 $ �> f GLASS TYPE B GLASS TYPE A GLASS TYPE B 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D CLASS N• FT/IN. EXT. (+} INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. .090 PVB Interloyer 090 PVB INTERLAYER o 5oflex CP-Soflex & Soflex HP '� ' � fl 56.7 68.0 68.0 68.0 68.0 68.0 ,B ; Dupont Butocite or a; 4 by: SOLUTIA, Inc. or D •P a W DuPont Butocite by: E.I. w ( ) DuPont-SentryGloss by: DuPont DeNemours & Co. Inc. h- E.I. DuPont DeNemours & Co., Inc. 8/0 (2DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 Z m 3/16" HEAT STREN'D GLASS ? m*DO " HEAT STREN'D GLASS (W/ 2 STEEL) (*} (*) SILICONE ONE 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 - - 68.0 68.0 w pp DOW CORNING 899 pp CORNING 899 (W/ 1 STEEL) to *e ° �lL a�q 4lp MI LO ,n 12/0 (3DR) v,w N' ;223. °'3 N ao 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0I' I' (W/ 2 STEEL) (*) (*) "; :A ° a I ° •. I 16/0 (4DR) PRODUCT IdEIETE1�Ei7 c # ®� 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 60.0 as complying with the Florida (W/ 1 STEEL) B 'iding Code o 7 t2.. 4 ° 16/0 (4DR) ptaiaceDNo p -, 8/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 GLASS TYPE $ (W/ 2 STEEL) GLAZING DETAILS (*) 2dr/3dr DOORS MEET +76.7 & -78.0 DP W/ "Dupont 0.090" SGP Lominot,ll'liami Dade Product Cvntr-o 1" Min. //—.W/,.l 1/4• TAPCON or APPROVED EQUAL BY EOR TYPICAL ANCHORS IN PAIRS METAL W/ 1 3/4' MIN. EMBED. INTO 3.2 Ksl Conc. SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE Edge Dist. @ 6' FROM CORNERS & SEE ELEVATION AT SEE ELEV. FOR SPACING SHEET 8 OF 14 FOR MAX. SPACING. Y441 X W . 44-1; • � Q ° . �d e : =e ° . Q o, ed eo . d� M � a' x =� d. N C ip V O Z C �N +»..,•� ,+ 1/4 MAX. c�i o 4 A GAP Zia f C � oZ I BY P.T. XGo a A 11 WOOD BUCK METAL. STRUCTURE ATTACHMENT DETAILS R Cq 18 118 TYPICAL ANCHORS IN PAIRS NOTE: ANLL STEEL IN CONTACT WITH "� `�•., 0 I SEE ELEV. FOR SPACING .. + + ( ( G + + ALUM. TO BE PAINTED OR PLATED. P-4 E 0 15 Cv 2. METAL STRUCTURES: '`• A W W CLEAR SILICONE TYPICAL ANCHORS IN PAIRS A) STEEL : Fy m 36 KSI MIN. a fq ►� O I BEDDING COMPOUND SEE ELEV. FOR SPACING (STEEL 12 GA. 33 B) ALUMINUM : 6063 HT5KMIN.O 105") (n co A3 10 (ALUM. 0.078" MIN. THICK) U 17 4 2BY Wood Buck Substrote or .. �e MIAMI-DADE COONy a Wood Structure w/ (SG) N •`� a Specific Gra ity .55 min. (Typ,) APPR=D MULLION : -•• �� • • I I I I I EE SEPARATE NOA • (n 4b 7/16'-LAMINATED GLASS •1.6:n • • ••4 a >• •• • W I I I I I 29 • •.•• W q. 1 11. Z w E-* Cr F 0 4c" I I I NOTES: 1) REFER TO SHEET 8 OF 14 \ ' a, I I I I I FOR GLAZING OPTIONS AND DP CHARTS. T LAWSON IND. ' ' ' A • • • 2) REFER TO SHEETS 10 & 11 OF 14 WOOD BUCKS AND METAL STRUCTURES NO BY LA SO •.� x O I I FOR HORIZONTAL CROSS-SECTION DETAILS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND ; Z• - • x a 3) REFER TO. SHEET 8 OF,.14 TRANSFER THEM TO THE BUILDING STRUCTURE ' • ~ • • • • • FOR MAX. ANCHOR SPACINGS. '•.' x K fill W I I I ANCHOR TYPE CHART IN CONC. or MASONRY in. N # c I I I I I !I d ANCHOR OPTIONS HEAD-SILL JAMB Embedment Edge Dist.Concrete N r w I I I I I I ___I = a tt u1R - . " o Fn w v 43 c 1 I' In V)�. BUILDEX 1/4" 1 3/4' 4' 3.2 Ksi CL II I I I I d O0 BUILDEX - +3/16- 1 3/4" 3" 3.2 Ksi E h >LLJN _ ANCHOR TYPE CHART IN 2X WOOD BUCK (min. c T 0 Fn .ODUC7't#EINEArED 1 rn S I I I I I N _ ANCHOR OPTIONS HEAD-SILL JAMB Embedment Edge Dist.2x hood as complying with tine FloAda N _ 1/8" SILL RISER I3uiIa3iA8Coc1� 3 c w I I I I ADHERED WITH ELCO ULTRACON 1/4" 1/4" 1 1/4" 1" .55 SG ... o CLEAR SILICONE to t=r=ptan(jebNa I I 5 w BUILDEX 1/4- 1/4- 1 1/4 1" •55 SG I) I FULL LENGTH o 3 Y OF UNIT SILL V I I I S.M.S. (Into 2X) #12 #12 1 1/4LLJ " 1" i w I I I I 1/4" DRILLFLEX SELF DRILLING SCREWS ivli--I Dade F"rodurs Co• 0 o I I I t 9 I I I INTO METAL STRUCTURES # (D I 12 I + I (D I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 135 30 I I I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 115 I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED } A[ Ef ®® 0, 1,113 21 010 SM W •a� ®peo•oao® o�Opq ��® PERIMETE 1 ( I I I INTO APPROVED MULLIONS (NO SHIM SPACE) ww CAULKING1y i.�ivi� ::,!•' . •',{•.,) •.� t ' • , ''4'•`:•„, LI�IiI IwTT i+lt a y� 6 °O Cr ur O _... ' ., ,.. :7aIR ��- t ,, ,.L1n's• �`' y . 4- ; d (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (IT1N BUILDEX) ' o� 0 a �I ® m° I A ° e .a•+`21 °t�;:u; , ;•4; ' 20t; ;� A (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) Ae o.J A 6 TYPICAL ANCHORS INTO WOOD STRUCTURE = I" MIN. „ ° 2 PER CLIP INTO METAL STRUCTURE = 3/4" MIN. c ® ® ®®e ' 1/4' TAPCON or APPROVED EQUAL BY EOR v ,•' .; •• � W/ I' MIN. EMBED. INTO 3.2 Ksi Conc. 2 6' 39 �j FROM CORNERS & SEE ELEVATION AT SHEET LAM f�ANI IiAtkLA A � 1( ��JOg®JD1��®� A Non-Shrink, Non-Metollic 8 OF 14 FOR MAX. SPACING. Grout of Minimum 5 Ksi .. WOOD BUCKS NOT BY LAWSON IND. ^. MUST SUSTAIN IMPOSED LOADS 1/4" GAP 4 MAX. ° I O e c CLEAR SILICONE ADHESIVE o'' two O x BEDDING COMPOUND a M a0 tq f� .a P ••�.. 33 :, to � � 7/16'-H.S.. LAMINATED GLASS '" 4. I y a ' Q c 13 7 29 37 ,'. 4 e t� O x o Q s 4 � 0 q A o CLEAR SILICONE ADHESIVE p ° BEDDING COMPOUND 25 27 nI 33 #12 X 2' F.H./PHI.-S.M.S. W/ Z Cn J I D. INTO 2X 13 P.T. WOOD BUCK SEE SHEET #9 2 STEEL BARS REOD. ON C Q Z O co 7 FOR FASTENER NOTES AND SIZES AS LISTED IN OP in W = q O „.e 1 28 SHOWN OCHART N SHEET BE OF 14 S OD 2 a CC cv O ELEVATION AT SHEET # 8 FOR y °er FOR FASTENER SPACING ) J I ° D 16 I a Z0 CQ E p x x 6 %Q 12 t 7 dr, x c s Ge i • • �• ►"+ • • ar 38 •• • .17 28 4 a w 8 16 •'tee; ° e. .• W d • J ^'1;i. Y+. r;fir:`!`.'• '''i I�+yI � •• • r^rM.(z — _ _ — -- +•: crt: <<J 1 STEEL BAR REOD. ON SCREEN DOOR PANEL R~' �' EI • • Lw•`ar'......•`a•a A. SCREEN DOOR PANEL SIZES AS LISTED IN DP 3 a.• ayw�: vSa •• •• • Q'i • (OPTIONAL) {OPTIONAL) O + + } "ci• CHART W PRESSURES p EXTERIOR SHOWN ON SHEET 8 OF 14 .. .. A EXTERIOR GRADE •• •• i Ga • DOOR WIDTH (142 1/2') PERIMETER CAULKING • : �9 Q �• q O • • 3D/3T - XXX NOTES: 1) REFER TO SHEET 8 OF 14 :• . Z 146 • an • FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 :6: • FOR VERTICAL CROSS-SECTION DETAILS. o 3) REFER TO SHEET 9 OF 14 n WOOD BUCKS NOT BY LAWSON IND. FOR TYPICAL ANCHORS AND NOTES. MUST SUSTAIN IMPOSED LOADS 4) REFER TO SHEET 8 OF 14 I N C N 7/16'-H.S.. LAMINATED GLASS a FOR MAX. ANCHOR SPACINGS. 1/4 GAP 0 29 CLEAR SILICONE ADHESIVE MAX. ° •.v"r O .� N •p E vt BEDDING COMPOUND 1 NCS ymm 03 37 #12 X 2' F.H/PHI.-S.M.S. W/ z 35 1 zW 1/4' MIN. EMBED. INTO 2X .5 P.T. WOOD BUCK CSEE SHEET #9FOR N13TES , ELLEV TIONNER ATT SHEET #N8 FOR a _ .. � _ a_ 6 FOR FASTENER SPACING ) 4 x 28 2X T. •° CL e. 16 04 6;�r' ® I G. �®� I _ 3 a LL, ° a o 38 25 8 17 28 ° e• cvam a@�D s 1& �:r j mw �I�Y ' 4�1Je �e �I •'J•' aV,''Yur }t`\'•i�t`•}t•�•• K'1•'•.t 'm ®q�°�1n • 0. WI r,'b: •p vri. �J. '"�'�s.��'ai„t�' •Apr• pyo y�q y/'l.Q. ti a•tF — �_ .•wy,�t.:��'�Ya��t PROlJGJC r1) r`r'••V �+P� O _•i I d °t'a� Y 3 ■/yO(/� SCREEN DOOR PANEL O ; ,•^J '(+;,•; fJv+.i: V1V „ozec. SS: •:z's � <� as conpl (OPTIONAL) EXTERIOR 3ing o with the F'or d`^wrr .;g -�•'�Zc--'•��`~= :r`o Building Carie — G.O a red" e•:.. _ Acceptance IVo EXTERIOR GRADE •� w DOOR WIDTH C96') PERIMETER CAULKING syn aa. �®®gyp 2D/2T — XX Miami Dada R DOOR BUCK WIDTH (189 3/4') � r-4 v a. wto to #12 X 1 3/4' F.H./PHI. SMS ¢ '•, M 00 " W/ 1 1/4' MIN. EMBED. INTO :d, M to t/1 a+ 0 A 1/4- MAX. 2X P.T. WOOD BUCK r- d d w C SEE OPTIONAL INSTALLATION Q:�,a y o V o SHIM DETAILS AT SHEET 12 OF 14 ) x G eOO A 1/4' TAPCON or APPROVED EQUAL BY EOR 39 a v' k Ln M �M °. W/ 1 3/4' MIN. EMBED. INTO 3.2 Ksi Conc. a 3 v &0 U} d 6' FROM CORNERS L SEE ELEVATION AT NOTE: FOR POCKET WALLS z � SHEET 8 OF 14 FOR MAX. SPACING. CLEAR SILICONE ADHESIVE STEEL BARS RCHA AS e. J Z A .a BEDDING COMPOUND LISTED IN OP CHART W/ ,SEE GENERAL NOTES �i o ;� ° 33 PRESSURES ON 31 16 I SHEET 91 OF AT 14. N W = Q vi o D 13 SHEET 8 ao 2 o_ ,� zo 0 p. .. • O 37 -------------� 9 26 16 6 - 3B Z ~ _._. ____-____._.____________________ ________ _ ___ _ ___....____ _______ ___•4Y ------------------ r-E.AR- �LZCI�NE-AMFIES�___________ _______ __ ____.. ___ _______ _____-.___ a 0 a BEDDING COMPOUND Imm16 o 7 A _ _ a 17 Z 5 4 Q is I - - ------- 0.4 i tA •� • ••�. o--r • • > X. I o s 39 r t 7 : 30 (� o N •• • a ° g 25 38 E o• • •o • ------- O'� • • •� C) • --------- b �. �. •• • I`b CQ t]i • o ° Q — 17 u i• o•i : .• ----------- ---- — — — — -- — — -- — — — ----- ------ ---- -- ---------- i 4 . t'tYr+rl -- - --- -- ----------- ------ ------ -- --- - ----- -- - - --- --- --- -- --- -------- - ------ ----------- • • M • •• • • e ,•,.,��. SCREENS OPTIONAL •• ERIOR POCKET DEPTH o c EXTERIOR GRADE Ln v w n PERIMETER CAULKING `" It c TEST DOOR WIDTH (190 5/8'): c c / 4 D 3 T XXXX P NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. TYPICAL ANCHORS IN PAIRS v TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 2) REFER TO SHEET 9 OF 14 a E c c y SEE ELEV. FOR SPACING 1/4" MAX. FOR VERTICAL CROSS-SECTION DETAILS. N 0 1/4" MAX. SHIM 3) REFER TO SHEET 9 OF 14 oI rn g FOR TYPICAL ANCHORS AND NOTES. N ----------------------------------- SHIM - 4) REFER TO SHEET 8 OF 14 c a FOR MAX. ANCHOR SPACINGS. z m w z oo Y :a 00 c 9 26 t6 7 x 0 e.. — d 41 e METAL STRUCTURE ATTACHMENT DETAIL f , °°.•�� 05- `4 NOTE: - 28 e. e63 fl A;°:�.00 1 ° e 1. ALL STEEL IN CONTACT WITH cQ ®° �•' I ALUM. TO BE PAINTED OR PLATED. Rol i1 ;z to) LU I METAL 0o 2. METAL STRUCTURES: R14.0 ZO LO STRUCTUREA) STEEL : Fy = 36 KSI MIN. ea . (STEEL 12 GA. MIN. THICK - 0.105") z 8) ALUMINUM 6063-T5 MIN. PRODUCT RENE D ..� o° I (ALUM. 0.078" MIN. THICK) 30 -------------- _ __-- ascommlyfilo iththenorwa c � o •• ' •: ? Building Coc:e � E` 0��,� ,� e Acceptance No �2A_ p4. 12. ------------------ --- --- ------- E,c+ o Date /4w & son's E2 SCREEN DOOR PANEL <�, (OPTIONAL) Ivii•r2i I3adc I'rud�+ct Coi�tro SGD-9200 BILL OF MATERIALS - 2 & 3 TRACK FRAME 1 3/4" MIN. ITEM # PART # QTY. DESCRIPTION REMARKS EMBED. 4 :: NOTE• � 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1. FOR ANCHOR TYPES SEE O NOTES AT SHEETS 3, 6. & 9. 10 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi-Slide) 6063-T6 ALUMINUM 2. FOR POCKET WALLS SEE GENERAL ° - Co 4 v 15 & 16 AT SHEET 1 OF 14. °j NOTES .�. 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM INTERIOR � :�.• ; M � � a � 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM TYPICAL ANCHORS •�a ';.s' t~/! to IS O INTERIOR c 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM AT 8" O.C. ° Q o in 4 A ca V SEE ELEV. 35 z 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM FOR SPACING s ° 3 L" 8 26 � • ' :. Z 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 17 H •. ,iy 16 17 c c z o d 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM E di � :6.• 3 t a�0 e a=. Z t'3 vi d 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM , 16 o ;;'' w4 x I z 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM o 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM LU w A m1 a 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM c9 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM 17 t '`• w 26 U `� STEEL BAR REQ ON 17 y 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM SIZES LISTED W/ DP Sops F�••+ EXTERIOR 6 g D ABOVE e Z .. Z . 14 PWS-016 AS REQ'D. BOTTOM RAIL WT ULTRAFAB #QB6757DK 35 o. 10 - ' o, TYPICALAT O ANCHORS • • 15 PWS-009 AS REQ'D. PANEL TOP RAIL WTS'P .187'x.310' (7830-6001-1) F2 "40. SEE ELEV. %•� 5 • �'- "•- FOR SPACING._ N " ' "� �_4 ' 16 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP 18Tx.210` (7820-6001-9> 1/4"; d F1 •• % W MAX. �"' . H 0 'd .. 17 VWS-004 AS REQ'D. BULB VINYL (FPVC) 1/4' O.D. SHIM •' '• p 1 3/4" MIN. q p $• •• 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' EMBED. •• t�� C�? • • 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2. X EA. MVG. BOT. RAIL EXTERIOR •• ••� � p �• ; 20 FS-003 2 ROLLER ATTACHMENT SCREW #8 X 1/2 POCKET DOOR HOOK aF.H./PHIL. � Q 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM ATTACHMENT D E TAILS •� " tJ 22 FS-042 AS READ. 'C' TRACK ATTACHMENT SCREW #10 X 1' SMS F.H./PHIL. ~ • 4, 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM Flexible Vi FPVC Co Ion-Team Plastics Inc. •'I. FPVC:Bladc Compound No.7200-75 .9 24 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL. ^ � PHYSICAL ASTM NO. a # o 25 AR-020 to INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) DurometerHardness"A",10 sec 75 D2240 o d N Specific Gravity 1.45 D-792 Csi � } 26 AR-021 x ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) Tensile Strength,PSI 1640 D-638 $ s $$ 27 AR-024 x INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) Ultimate 1000/eMon 340.0 D•638 Modulus@ 100'/oElongatiott,PSI 765.0 D•638 ry $ E Im Brittleness 31.0 D-746 28 HC-047 1 MORTISE LOCK HARDWARE W/ HANDLES & KEEPER *2. FPVGWhite:Compound No.7267-75 o 29 1 x Panel 7/16' Laminated H.S. Glass See Glazing Details PHYSICAL ASTM NO. N ° ' ° 30 L-9022 ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM DurometerHardnessA",10 sec 75 D-2240 Gravity 1.45 D-792 a c w 31 L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM Tensile Strength,PSI 1640 D-88 z m z Ultimate Elongiitioq% 325.0 D138 Y 32 SM-5731 0 NEUTRAL CURE SILICONE Schnee-Morehead 5731 Modulus@ 100%Elongation,PSI 765.0 D-08 9.0 Impact Brittleness, -30.0 D•746 &cr .o 33 DC-899 AS REQ'D, NEUTRAL CURE SILICONE Dow Corning899 vi 34 >s x NEUTRAL CURE SILICONE Tremco Spectrem 2 $ 35 HC-045 2 NYLON PLUG ( .480' HOLE ) RIGID PVC 0I.�g4�°-�n �?¢� 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC _ l 8g•° •ae 37 FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 1/2' P.H. PHILLIPS61 38 FS-013 AS REQ'D. PANEL ASSEMBLY SCREWS #10 X 1' P.H. PHILLIPS a co C4n 4 c' :-.)1 • 39 FS-014 AS READ. INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL. f"o'"'' ' ®a p II 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. tiz Off•° �° ® � P1:ODIJCT lt£IvIDWBD o ci 41 - SCREEN PANEL st as compl5linswitlz Florida �3 ®® a Building Code O �1 42 SM-5504 AS REQ'D. JOINT SEALANT Schnee-Morehead 5504 Accegtancet%10-1 �� 43 x PERIMETER CAULKING OSI POLYSEAMSEAL E iffitiop Date!` a 44 x 1 PRODUCT LABEL x Mimi Dade Product trona+ 3.625 1.000 r ,061 I!� 37 �75 b 1.000 .062 ® � 0/ mo-1.594-�I .376 �C A .r V FRAME HEAD 0 3.500 4 A w 3.650 1.218 3 U.y .062 I z a= otl] w oZ 1.000F 1.500 II o'Ro a t� v CQo O .6871 z a TWO TRACK HEAD 1.594 3 AT SHEETS 8, & 9. FRAME JAMB A a MULTI-SLIDE FRAME HEAD PANEL TOP CORNER -�I I�--,12 1.687 FRAME TOP CORNER 090 II 094 U114 3s Z °•�. z 2.250 1.132 062 1.590 �" d •�. r� • .b62 1.75o TWO TRACK FRAME .. .;Q � � •� • 559 �-- 150 • • Off • 4.154- 0 ffl.619 .. ... ta. � • O7 . .. QJ FRAME SILL INTERIOR INTERLOCK �� •• A • . . .890 .390 I 1.619 ; N •• � • .062 .. 150 • 1.241 2.000 2.798 o 91 2.039 1.590 1 N g LI .062 1.132 .062 ^ S ; PANEL BOTTOM CORNE0. R N a .890 L .094- N � V O 1.197 1.687 O N t .. N PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK 37 a c w 180 2.686 .844 2.280 z .094 i c I FRAME BOTTOM CORNER ' o .83$ d � 1.044 1.617 .ase 1.710Ei. 616 �fL oa000aooe�8�d'"�`� I �� ca°° L-1.842 °°'o�''� m I 4.1 GLASS STOP t 0 LOCK STILE © L-1.655-d ® EOjEw 03o01 ® a I Ox oo°w �° �I .531- V 31 .5$0 ASTRAGAL STILE N w "�a 0d ®: a ° ° . '+ a tf71 PRODUCT RFMWED c v :i � acomplying with the Florida o524 3.a0a . Building Code � Accepta'nce Noo oj070L1.250 125 .1240 1.142 3nyoi:��-C FIXED PANEL CLIP ASTRAGAL RETAINER SILL RISER Miami Dade Pr ��4 f l•f� ba°a +� edhi 5.24407 d .070 0 % ::� 1.000 1.500 y a Oar O v .086-•��•- $ LL. M A x s OZ a FRAME HEAD o o z o u aoa O .090-gyp � 0 � 1 I Z z la a a z a 062 2.250 '� w E W 500 FRAME TOP CORNER Z zP-� Z Lee w Lj I .• 5 •• • • • .748 FRAME SILL t2 .. : . N•.� O •• .500 I . . oCV ca 1.000 � THREE TRACK FRAME .. .� a : N 0 1.250 • • .062 25 INTERLOCK REINFORCING • • • •• • to .376 . 1.215 .. 500 o q cQV m . � a o 5.094 s ; 21 1.500 N $ E NU O 26 I H .. ASTRAGAL REINFORCING a c w o z c z 10m .375 ;.- o .688 w 2 C t3 d it s FRAME JAMB 1.250 .500 27 37 INTERLOCK REINFORCING FRAME BOTTOM CORNER Cd t • 527 2.094 a • °�� PRODt)C'd'ItEidEV1EI3 t� � 078 as Building iogwiththeFio� �G.. t3uitdangGode 2o °• °••, qqq � � 100t-1.670 953 Ace eptanceAio O •°s I 10 31 2t y IFtifi� d Pocket "P" Hook "C" CLIP Miami Dade odact On 1 A