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WS-18-2497Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-9-18-2497 Permit Type: Windows/Shutters Wbrktlassification: Window/Door Replacement Issue Date: 10/02/2018 Permit Status: Approved Expiration: 03/18/2019 Parcel Number Project , 1230 NE 95 ST, Miami Shores, FL 1132060144080 <NONE> Contacts ROSARIO DUMAS 1230 NE 95 ST, MIAMI SHORES, FL 331382550 Owner I E CONTRACTORS 15116 SW 63 TER, MIAMI, FL 33193 (305)7885594 Contractor ROSARIO DUMAS 1230 NE 95 ST, MIAMI SHORES, FL 331382550 Applicant Description: WINDOWS & DOORS INSTALLED 11 WINDOWS & DOORS 4 Fees Amount CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee $4.20 $3.75 $2.50 $1.40 $250.00 $9.00 $5.60 Total: $276.45 Payments Total Fees Check # 3481 Check # 3494 Amount Due: Amt Paid $276.45 $50.00 $226.45 $0.00 Inspection Requests: 305-762-4949 Inspections: Inspection Type Framing " Building Final Review Building Permit Received By Date Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaiu'ng thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Villas - In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate perm re required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWN AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regula ► onstruction and zoning. Futhermore,,/ II� authorize the above named contractor to do the work stated. % CAn}ra4ors, 310c, F0l02 Alicant / Contractor /Aent Dfo e Authorized Si ature: Owner / pp g October 02, 2018 Page 2 of 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-002317-2018 Permit Number. WS-9-18-2497 Scheduled Inspection Date: December 11, 2018 Inspector. Naranjo, Ismael Owner. ROSARIO DUMAS Address: Project: Permit Type: Windows/Shutters Inspection Type: Framing Work Classification: Window/Door Replacement 1230 NE 95 ST Miami Shores, FL Contractor. I E CONTRACTORS ILEANA ESCORIZA Phone Number. Parcel Number. 1132080144080 Phone Number. 3057885594 Building Department Comments WINDOWS & DOORS INSTALLED 11 WINDOWS & DOORS 4 Checldist Item General Comments Passed False Comments 10/102018 NOT READY EXPLAINED WHAT TO LOOK FOR. Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is pald. December 10, 2018 For Inspections please call: 305-762-4949 Page 16 of 30 BUILDING PERMIT APPLICATION Miami Shores Village 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 FBC 20t1 6111 Master Permit No.WS 18 - 211tq ` Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: i230 aE 15 �t City: Miami Shores County: Miami Dade Zip: 33 i38' . Folio/Parcel#: k t— 3206 -014- 4-0 80 . Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): (230 ,3E ' S `a►t Address: C)Phone#: 3D6— ,338 8969 City: rr+i State: FL. • Zip: 33(36. Tenant/Lessee Name: -- Phone#: Email: CONTRACTOR: Company Name: Wn7r % v4or5 Tr+c- Phone#: Address: 15 it 1. Su f23 Te -r • City: Olia'rrn; State: FL- Zip: 3313 Qualifier Name: •Aeanex ESco,vza . Phone#: (305)9 /3__ 5514 • State Certification or Registration #: G 2 C (Si 1O' • Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 611300 Square/Linear Footage of Work: ai O S0 T. Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Undo a0I 4 DbW tnSI(te-ct • 11 Specify color of color thru tile: Submittal Fee $ Pia;i Permit Fee $ g CJ° CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 2✓- t g (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 issu d. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature X /1 ZL.It,C� OWNER or AGENT The foregoing instrument was acknowledgedp before me this day of At rf , 20 16 , by p Sena Dunn ar V , who isnally known to me or who has produced identificati j and NOTARY P LIC: Sign: Print: Seal: n tacke an ° »AEScoRi1A as MY COMMISSION # GG 60333 p; EXPIRES: January 5, 2021 ''' Bonded Thru Notary Pubic Underwriters **************************** APPROVED BY Signature CONTRACTOR ectrwi Esunz5 The foregoing instrument was acknowledged before me this Q II day o i- ,20 $ ,by Atatv; , who is personally known to me or who has produced -Dri M. ' t1 CV,Y1. Y as identification aFrd-wcho did to - an o NOTARY PU Sign: Print: Seal: YANADY PRIETO M\ ;.J�1MsS!ON#Frr2l^.031 E��,�c5 �v�arc�i 20 �019 .,. *** ****************************yetis**asxx********sr*�**a(r** *********** r/j7 Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 4 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: fi �Gm2a-v Qualifier/Owner Signature £5Ct//0 eP-Arr 45 Date Print e I.E. CONTRACTORS CER'I'IFID GENERAL CONTRACTOR License: CGC 1517071 15116 SW 63rd Terrace Miami, FL 33193 (305)788-5594 Date: 09/28/2018 State of: Florida County of: Miami Dade Before me this day personally appeared Ileana Escoriza who, being duly sworn, deposes and says: That he or she will be th e�'j, y person working on the property located at: 1230 NE 95 St,Miami Sh• ids, FI 33138 Contractor Signature: 2 0 C+ Sworn to (or affirmed ) and su • cribed before me this $ day of,$eptember ,2018 by t ►tOY1 con �G MAHARAI K. GONZALEZ MY COMMISSION # GG 044602 EXPIRES: November 2, 2020 Bonded Thru Notary Public Underwriters Personally Know: `� Or Produced Identification: Type of Identification: Pt (; cir )S� rin Type or stamp Name Notary Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 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: oc '�LJ Ge")nCCU Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 2.--e, day of ?(�N1 2; 20 . SEAL: SA-1;a�UN who is personally known to me or has produced Li:b as identification. EXPIRES: September , Banded Ttru NOt Y P Und ---- SMOIA ALVAREZ COMMISSION # GG 238273 I F b ervniler: I.E.ContractorslInc Certified General Contractor CGC1517071 Contractor Agreement THI GREEMENT made the 3I • day of / L , 201G�_, by and between k oi�►a DcvnA , hereinafter called th Owner and I.E. Contractors, Inc, hereinafter called the Contractor. WITNESSETH that the Contractor and the Owner for the considerations named agree as follows: Article 1. Scope of the Work The Contractor shall furnish all of the materials and perform all of the work shown on the Drawings and/or described in the Specifications as annexed hereto as it pertains to work to be performed on property at : 1230 ,JE. al; 6110/75 F- 3313E0 , Scope of Work: Article 2. The Contract Price Pay the Contractor for the material and labor to be performed under the Contract the sum9f: — !o, goo —� $ >tx 44inslancl akt luvt.64,401d6 Article 3. Progress Payments Payments of the Contract Price shall be paid in the manner following: 50% Initial Contract: 50% Final Payment: Article 4. General Provisions Any alteration or deviation from the above specifications, including but not limited to any such alteration or deviation involving additional material and/or labor costs, will be executed only upon a written order for same, signed by Owner and Contractor, and if there is any charge for such alteration or deviation, the additional charge will be added to the contract price of this Contract. In addition, the following general provisions apply: 1. All work shall be completed in a workmanlike manner and in compliance with all building codes and other applicable laws. 2. The Contractor shall furnish a plan and scale drawing showing the shape, size dimensions, and construction and equipment specifications for home improvements, a description of the work to be done and description of the materials to be used and the equipment to be used or installed, and the agreed consideration for the work. 3. Contractor agrees to remove all debris and leave the premises clean condition. www.socrates.com Page 1 of 2 LF155-1 • Rev. 02/05 Signed this 3t day of J� ' 2018. 1 Signed in the presence of: Name of Owner: ge76a.r;Y) 2,,.y14S Signatureof Owner or Owner's Agent: Contractor's State License No.: e. C 1517071 Name of Contractor: Ileana Esc Signature of Contractor : Street Address: 15116 SW 63 Terrace City/State/Zip: Miami, FI 33193 Telephone No.: (305)788-5594 Company Name: I.E. Contractors, Inc www.socrates.com Page 2 of 2 LF155-1 • Rev. 02105 RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESSAND-PROFESSIONAL REGULATION ,443'tilrE CONSTRUCTION1NDUSTRY L LENSING BOARD 4 .. ,�. THE GENERAL CONTRACTOR -IEREIN., IS CERTIFIED UNDER THE PROVISIONS OOF C AIPTE1 489, l ORI DA STA= a UTES EXPIRATION:DATE AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. ACCPRO CERTIFICATE OF LIABILITY INSURANCE �� DATE(MM/DD/YYW) 08/29/18 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 policy(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 IPC Insurance of Florida LLC 10481 SW 88TH ST STE D204 MIAMI, FL 33176-1528 Phone (305) 273-4530 Fax (305) 273-4409 CONTACT Jessica Perez NAME: (PHONEo. Extl: (305) 273-4530 FAX , Nog (305) 273-4409 ppwDRESS: JESSICA@IPCFL.COM INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Endurance Insumace Company INSURED I.E Contractors Inc. 15116 SW 63 Terr Miami, FL 33193 305-788-5594 INSURER B INSURER C : INSURER D : 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. INSR LTR TYPE OF INSURANCE ADDLSUBR INSR MD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MM/DD/YYYY) LIMBS A GENERAL LIABILITY Y Y CBC10000527302 08/26/2018 08/26/2019 EACH OCCURRENCE $ 1,000,000.00 V COMMERCIAL GENERAL LIABILITY ❑ CLAIMS -MADE V OCCUR ❑ PRS cED PREMISES ((Eaa occurrence) $ 100,000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: 11,1 ❑ POLICY !FCOT- ❑ LOC PRODUCTS - COMP/OP AGG $ 1,000,000.00 $ B AUTOMOBILE LIABILITY V ANY AUTO ❑ALL OW NED SCHEDULED AUTOS ❑ AUTOS AUTOS NON-OWNED ❑ ❑ W NED ❑ ❑ COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTYaka DAMAGE (r $HIRED $ ❑ UMBRELLA LIAB ❑ OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' UABILITY y / NER ANY PROPRIETOR/PARTNER/EXECUTIVE N / A ❑ WC S LIMITS ❑ OTH- E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) CERTIFIED GENERAL CONTRACTOR LICENSE# CGC1517071 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2ND AVE MIAMI FL 33138 FAX 30lveraa 720 I Email: silveraa@miamishoresvillage.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE �� 25 (2010/05) QF ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 003760 'Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - D0 NOT PAY 6465256 BUSINESS NAME/LOCATION IE CONTRACTORS INC 15116 SW 63RD TER MIAMI FL 33193 OWNER,3 IE CONTRACTORS INC 1 1 Worker(s) 1 : i I'�. This ;Local Business Tax Receipt only confirms payment of the' Local Business Tax. The Receipt is not a license;-, _.d ,permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongov`ernmelltal regulatory laws and requirements which apply to the business. i The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec tla 76. ru For more information, visit www.miemidade.gov/taxcolle9tor ...- RECEIPT NO. RENEWAL 6734082 EXPIRES SEPTEMBER .30-i 2019 Must be displayed at place of business Pursuant to County Code Chapter,BA--Art 9 & 10 SEC. TYPE OF BUSINESS :i 1 196 GENERAL BUILDING CON-TRACTORPAYMENT RECEIVED , BY TAX COLLECTOR I' sV7CGC1517071 '$j5.00 08/02/2018 I ECHECK 118-204868. JIMMY PATRONIS CHIEF FINANICAL QPFICER 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 listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 7/8/2017 PERSON: ESCORIZA FEIN: 262199800 BUSINESS NAME AND ADDRESS: I E CONTRACTORS INC 15116 SW 63 TERR MIAMI FL SCOPE OF BUSINESS OR TRADE: Licensed General Contractor 33193 EXPIRATION DATE: 7/8/2019 ILEANA IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election,to.be exempL Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certficates'of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 I.E. CONTRACTORS CERTIFID GENERAL CONIRACTOR License: C'GC 1517071 15116 SW 63"d Terrace Miami, FL, 33193 (305) 788-5594 1230 NE 95 ST, MAIMI SHORES FL 33138 • • •.•. • . • •. . . .• . •... . •••. .•.. Scope of Work: Windows and Doors replacement(Impact. s) •• •• • • • • • • • • WINDOWS AND DOORS CALCULATIONS •• • . • •• • • • • •• • • .• GLASS DESCRIPTION OUTSIDE LITE INTERLAYER INSIDE LITE G1 5/16" laminated glass. 1/8" H.S. 0.090" PVB. G2 5/16" laminated glass. 1/8" H.S. 0.090" PVB Translucent. G3 7/16" laminated glass. 1/8" H.S. 0.090" PVB. Finish: Aluminum Polycron Esp. LuS e-z4q N: a m i S hr;4: s _\LiiIage "F'00' ED 70N LNG DEPT DLD a DEFT I BY -;V SUBJECT 1.0 CChIPLIFNCE WI id ALL FL: rH A, L FEDERAL STATE ANa CCI.JN"i`! rRL�L.=S AND REGULATIONS n .73 DATE ERAt'�' 1/8" H.S. 1/8" H.S. 3/16" H.S. Notes: 1. THE QUANTITIES AND DIMENSIONS ON THE DRAWINGS ARE BASED ON INFORMATION PROVIDED BY THE OWNER. 2. THESE SHOP DRAWINGS WHEN APPROVED CONSTITUTE AN AUTHORIZATION TO FABRICATE MATERIALS WITH SIZES AS SHOWN ON THESE DRAWINGS.WITH THE UNDERSATNDING THAT DIMENSIONAL TOLERANCES ON THE STRUCTURE AND MASONRY ELEMENTS ARE WITHIN THOSE AS PRESCRIBED BY THE AMERICAN CONCRETE INSTITUTE. 3. GC PROVIDE ON EACH FLOOR PROPER CONSTRUCTION CONTROL LIDS AJID BEwt1-K• . . . 4. INSTALLER SHALL FIELD DIMENSION EACH OPENING MASORY OPENIW MORE •• MARK FOR LEVELNESS. • • • . INSTALLATION. . • . • 5. WINDOWS FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHAtVBE IN STRIC • . ACCORDANCE WITH THE SPECIFICATIONS DESCRIBED IN APPICABLE PRbDtJCT CQ J.TROL APPROVALS. . •. . • • • 6. ONLY THE OPENINGS ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N O.A.3ESKKN• •. PRESSURES, AND SIZE ARE PART OF THIS PERMIT. .. . .. . • . . . . 7. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E: WOOD, METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. 8. ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT EXCEED 44" ABOVE THE FINISHED FLOOR.ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 5.0 SQUARE FEET AT GROUND FLOOR. THE WIDTH SHALL NOT BE LESS THAN 20" AND THE HEIGHT SHALL NOT BE LESS THAN 24". 9. DOOR WITH DIRECT ACCESS TO POOL MUST BE FURNISHED WITH EXIT ALARM IN COMPLIANCE WITH UL 2017. DOOR ALARM COMPANY MAKE PROVISIONS NECESSARY TO WIR AS REQUIRED. 10. OPERABLE WINDOWS (HAZARDOUS AREA): MIN. 36" FROM FINISH FLOOR OR SAFETY BAR REJECT O 4" OBJECT (TYP.) ARE REQUIRED. 11. GLAZING ON AND AROUND COMPLIES WITH 2406.4.1 & 2406.4.2 OF THE FLORIDA BUILDING CODE 2017. 12. DESIGN CRITERIA. FLORIDA BUILDING CODE 2017 - ASCE 07-10 - V=175 MPH - CAT. II - EXP. C Page 2 of 57 Design Criteria • Calculations based on the 2017 Florida Building Code. • Design pressures based on ASCE 7-10 .... . . . . •••• • All fasteners and anchor to be coated or stainless steel. • • • •• • • •• • • • •••• • • Glass to be: 5/16" & 7/16" Laminated Glass as per ASTM standards*•••• • . . • . •••• . • • •• •• • • • • • • • • • • •• • • . . •• • • . • Note: Calculations based on shop drawings sealed 08-2018. Dimensional variation of +/- 1" Ok by inspection. Any deviation from conditions shown on calculations or shop drawings to be engineered separately. • •• • • • • • • • • •. • • Page 1 of 5 ::lecaWind v2297 Sottwaie Leveloper: t•leca Entarprises Inc., www.meca.biz, Copyright cJ iOld Calculations Prepared by: RICHARD GARCIA 9240 W. CALUSA CLUB DR MIAMI, FL, 33186 Date: Sep 18, 2018 Designer: RG Calculations Prepared For: Client: Project #: Location: Description: WINDOWS AND DOORS REPLACEMENT ILEANA ESCORISA 180918-1 1230 NE 95 ST FileLocation : C:\Users\user\Documents\MecaWind\1230 NE 95 ST, MIAMI SHORES-ILEANA.wnd Basic Wind Parameters Wind Load Standard = ASCE 7-10 Exposure Category Wind Design Speed = 175.0 mph'' Risk Category Structure Type = Building Building Type General Incl_LF DynType NF Zg SDB 0_Kd MWFRSType Stories LFrame FD Wind Settings = Include ASD Load Factor of 0.6 in Pressures Dynamic Type of Structure Natural Frequency of Structure (Mode 1) Altitude (Ground Elevation) above Sea Level Simple Diaphragm Building Override the Directionality Factor 'Kd' MWFRS Method Selected Number of Stories Is the building framed with Light Frame Construction Does the building have a Flexible Diaphragm Topographic Factor per Fig 26.8-1 Topo = Topographic Feature Kzt = Topographic Factor Building Inputs RoofType: Building Roof Type = Hipped L : Length Along Ridge = 61.000 ft Hip : Ridge Hipped Length = 1.000 ft Slope : Slope of Roof = 3.0 :12 Par : Is there a Parapet = False Exposure Constants per Table 26.9-1: Alpha: Const from Table 26.9-1= 9.500 At: Const from Table 26.9-1= 0.105 Am: Const from Table 26.9-1= 0.154 C: Const from Table 26.9-1= 0.200 W EHt RE Theta Zg: Bt: Bm: Eps: Overhang Inputs: Std = Overhangs on all sides are the same OHType = Type of Roof Wall Intersections = C = II Enc1oAt" • • • •••• • • • •• • • •• • • • •••I•=• True •••• • • • • •= • 41000111 _ • • •• •• Rigid • 1.040 H z• 0 .0 Q(T'i't' • False •• 1.000• • Ch 2"" W 1 • • w 0 • • Fals•••• • •_ • • 4 •• • False •• • • • • • • • None 1.000 : Width Perp to Ridge = 56.000 ft : Eave Height = 10.000 ft : Roof Entry Method = Slope : Roof Slope = 14.04 Deg Const Const Const Const Main Wind Force Resisting System (MWFRS) Calculations from Table 26.9-1= 900.000 ft from Table 26.9-1= 1.000 from Table 26.9-1= 0.650 from Table 26.9-1= 0.200 per Ch 27 Part 1: = True = None � • • • • • • • • • • • • • file:///C:/Users/user/AppData/Roaming/MecaWind/SelectedAnalysis. html 9/18/2018 Page 2 of 5 EHt RHt h Zh Kh Kzt Kd GCPi RA LF qh qin qip 13 • • • • • • •••• • • • •• • • •• Eave Height = 10. 0f)0• ft• Ridge Heiaht • = 17.000 ft Mean Roof Height: 0.5*(EHt+RHt) = 13.500 it Mean Roof Height for Kh: h + Base_Dist • a 13.5• = Since Zh<15 ft [4.572 m] --> 2.01 * (15/zg)^(2/Alpha) •• "= 0.84'9 Topographic Factor is 1 since no Topographic feature specifi&3 1.0T •••• Wind Directionality Factor per Table 26.6-1 •' ••= ' 0.85•••• Ref Table 26.11-1 for Enclosed Building s +/-0.1E Roof Area • • • • 3514.56•sq ft Load Factor based upon ASD Design • •= 0.6/ (0.00256 * Kh * Kzt * Kd * V^2) * LF '••' • 33.94•p•f For Negative Internal Pressure of Enclosed Building use qh*LF = 33.'4 psf For Positive Internal Pressure of Enclosed Building use qh*LF = 33.94 psf Gust Factor Calculation: Gust Factor Cateaory I Rigid Structures - Simplified Method G1 = For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Riaid Structures - Complete Analysis Zm 0.6 * Ht Izm Cc * (33 / Zm) 0.167 Lzm L * (Zm / 33) Epsilon Q (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 G2 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 3ust Factor Used in Analysis G = Lessor Of G1 Or G2 = 0.85 = 15.000 ft = 0.228 = 427.057 = 0.913 = 0.879 = 0.850 MWFRS Wind Normal to Ridge (Ref Fig 27.4-1} h = Mean Roof Height Of Building 13.500 ft RHt = Ridge Height Of Roof 17.000 ft B = Horizontal Dimension Of Building Normal To Wind Direction 61.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction 56.000 ft L/B = Ratio Of L/B used For Cp determination 0.918 h/L = Ratio Of h/L used For Cp determination = 0.241 Slope = Slope of Roof = 14.04 Deg OH_Top_+Y = Overhang Top +Y (Leeward) _ -0.46, -0.46 OH_Top_-Y = Overhang Top Windward Edge = -0.03, -0.54 Roof_LW = Roof (Leeward) _ -0.46, -0.46 RoofWW = Roof (Windward) _ -0.03, -0.54 Roof_X 1 = Roof +/-X Coeff (0 to h) (0.000 ft to 13.500 ft) _ -0.18, -0.9 Roof_X_- 2 = Roof +/-X Coeff (h to 2h) (13.500 ft to 27.000 ft) = -0.18, -0.5 Roof_X_3 = Roof +/-X Coeff (>2h) (>27.000 ft) _ -0.18, -0.3 Roof_X_4 = Roof +/-X Coeff (0 to h) (0.000 ft to 13.500 ft) _ -0.18, -0.9 Roof X 5 = Roof +/-X Coeff (h to 2h) (13.500 ft to 27.000 ft) _ -0.18, -0.5 Roof_X_- 6 Roof +/-X Coeff (>2h) (>27.000 ft) = -0.18, -0.3 Sofit -Y Overhang Sofit -Y = 0.8, 0.8 Cp_WW Cp_LW Cp_SW GCpn WW = Windward Wall Coefficient (All L/B Values) = Leward Wall Coefficient using L/B = Side Wall Coefficient (All L/B values) = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 0.80 _ -0.50 = -0.70 = 1.50 � • • • • • • • • •• • • • file:///C:/Users/user/AppData/Roaming/MecaWind/SelectedAnalysis.html 9/18/2018 Page 3 of 5 GCpn LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) = -1.00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz ft Kzt qz GCPi Windward Leeward Side Total Press Press Press Press psf psf psf psf psf psf 10.00 0.849 1.000 33.94 0.18 16.97 -20.53 -26.30 37.51 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz ft Kzt qz GCPi Windward Leeward Press Press psf psf psf psf 10.00 0.849 1.000 33.94 -0.18 29.19 -8.32 Notes Wall Pressures: Kz = Velocity Press Exp Coeff qz = 0.00256*Kz*Kzt*Kd*V^2 Side = qh * G * Cp_SW - qip * +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi + Pressures Acting TOWARD Surface Roof Wind Pressures Roof Var Start Dist Side Press Total Press psf psf •• ._---- -14. 09 •• 3+7.51 • •••• • • • • • • •• • • • ••• • Kzt = Topographical.]i for • • GCPi = Internal Pre14•Gfficit-Rit••• Windward = qz * G * Cp_VV•i•lip * +GCPi :Pi Total = Windward Press•-•beewai.d relos - Pressures Acting AWAY from Surface" • • • • • • • • • for Positive & Negative Internal Pressure (+/- GC4i)•-•jlorma•1 to Ridge• All wind pressures include a load factor of 0.6 •• • •• • • • • • •• • End Cp_min Cp_max GCPi Pressure Pressure Pressure Pressure Dist Pn_min* Pp_min* Pn_max Pp max ft ft psf psf psf psf Roof X_1 (+X) 0.000 13.500 -0.180 -0.900 0.180 0.92 -11.30 -19.86 -32.07 Roof X_2 (+X) 13.500 27.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 -20.53 Roof_X_3 (+X) 27.000 56.000 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14.76 Roof_X_4 (-X) 0.000 13.500 -0.180 -0.900 0.180 0.92 -11.30 -19.86 -32.07 Roof X_5 (-X) 13.500 27.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 -20.53 Roof_X_6 (-X) 27.000 56.000 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14.76 Sofit_-Y N/A N/A 0.800 0.800 0.000 23.08 23.08 23.08 23.08 OH Top -Y N/A N/A -0.030 -0.540 0.000 -0.87 -0.87 -15.58 -15.58 Roof_WW N/A N/A -0.030 -0.540 0.180 5.24 -6.98 -9.47 -21.69 OH_Top +Y N/A N/A -0.460 -0.460 0.000 -13.27 -13.27 -13.27 -13.27 Roof LW N/A N/A -0.460 -0.460 0.180 -7.16 -19.38 -7.16 -19.38 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp_Max = Largest Coefficient Magnitude Cp Min = Smallest Coefficient Magnitude Pp_max = qh*G*Cp max - qip*(+GCPi) Pn_max = qh*G*Cp_max - qin*(-GCpi) Pp_min* = qh*G*Cp min - qip*(+GCPi) Pn min* = qh*G*Cpmin - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface MWFRS Wind Parallel to Ridge (Ref Fig 27.4-1} h = RHt = B = L = L/B h/L Slope Hip_End_1 Hip End 2 Mean Roof Height Of Building Ridge Height Of Roof Horizontal Dimension Of Building Normal To Wind Direction Horizontal Dimension Of building Parallel To Wind Direction Ratio Of L/B used For Cp determination Ratio Of h/L used For Cp determination Slope of Roof Hipped End Coeff (>2h) (>27.000 ft) Hipped End Coeff (0 to h) (0.000 ft to 13.500 ft) = 13.500 ft = 17.000 ft 56.000 ft 61.000 ft 1.089 = 0.221 14.04 Deg - 0.18, -0.3 - 0.18, -0.9 file:///C:/Users/user/AppDatafRoaming/MecaWind/SelectedAnalysis.html 9/18/2018 Page 4 of 5 Hip_End_3 = Hipped End Hip_End_4 = Hipped End Roof_1 = Roof Coeff Roof_2 = Roof Coeff Roof_3 = Roof Coeff Roof_4 = Roof Coeff Roof_5 = Roof Coeff Roof 6 Roof Coeff Cp WW Cp_LW Cp_SW GCpnWW GCpn LW Coeff Coeff (0 to (h to (>2h) (0 to (h to (>2h) (h to 2h) (13.500 ft to 27.000 ft) (>2h) (>27.000 ft) h) (0.000 ft to 13.500 ft) 2h) (13.500 ft to 27.000 ft) (>27.000 ft) h) (0.000 ft to 13.500 ft) 2h) (13.500 ft to 27.000 ft) (>27.000 ft) Windward Wall Coefficient (All L/B Values) Leward Wall Coefficient using L/B = Side Wall Coefficient (All L/B values) = Parapet Combined Net Pressure Coefficient (Windward Parapet) Parapet Combined Net Pressure Coefficient (Leeward Parapet) = -0.18, = -0.18, _ -0.18, = -0.18, = -0.18, = -0.18, = -0.18, _ -0.18, = 0.80 = -0.48 _ -0.70 = 1.50 = -1.00 - 0.5 - 0.3 -0.9 - 0.5 - 0.3 - 0.9 - 0.5 - 0.3 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Parallel to Ridge Elev ft 17.00 13.50 10.00 Wall Elev ft Kz 0.872 0.849 0.849 All wind pressures include a load factor Kzt qz GCPi 1.000 1.000 1.000 psf psf 34.85 33.94 33.94 0.18 0.18 0.18 Windward Press psf 17.59 16.97 16.97 Wind Pressures based on Negative Internal 17.00 13.50 10.00 All wind pressures include Kz Kzt qz GCPi psf psf 0.872 0.849 0.849 Notes Wall Kz qz Side Leeward 1.000 1.000 1.000 34.85 33.94 33.94 -0.18 -0.18 -0.18 Pressures: Velocity Press Exp Coeff 0.00256*Kz*Kzt*Kd*V^2 qh * G * Cp_SW - qip * +GCPi qh * G * Cp LW - qip * +GCPi + Pressures Acting TOWARD Surface a Leeward Press psf -20.02 - 20.02 - 20.02 of 0.6 • • • • • Side •• Total • •• • • • Press ••••S).ess •••• psf • }psf • • • • • • • • • • • •••• • • - 26.3d••••367.61 • - 26.3(1 36.99 - 26.30 • 36.99 * •••• •• •• •••• Pressure (-GCPi) - Dara1]•el to Ridge • • • • • • • Leeward Side •• Total Press Press Press psf psf psf load factor of 0.6 Windward Press psf 29.81 29.19 29.19 - 7.80 -7.80 - 7.80 - 14.09 - 14.09 - 14.09 37.61 36.99 36.99 •• • • • • • • • Kzt = Topographical Factor GCPi = Internal Press Coefficient Windward = qz * G * Cp_WW - qip * +GCPi Total = Windward Press - Leeward Press - Pressures Acting AWAY from Surface • • • Roof Wind Pressures for Positive & Negative Internal Pressure (+/- GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Roof Var Start Dist ft End Cp_min Cp_max GCPi Pressure Pressure Pressure Pressure Dist Pn_min* Pp_min* ft psf psf Pn max Pp_max psf psf Roof_1 (+Y) Roof_2 (+Y) Roof_3 (+Y) Roof_4 (-Y) Roof_5 (-Y) Roof_6 (-Y) Hip End 1 (+X) Hip End 2 (-X) Hip End 3 (-X) Hip End 4 (-X) 0.000 13.500 27.000 0.000 13.500 27.000 27.000 0.000 13.500 27.000 13.500 27.000 61.000 13.500 27.000 61.000 61.000 13.500 27.000 30.000 - 0.180 -0.900 0.180 -0.180 -0.500 0.180 - 0.180 -0.300 0.180 -0.180 -0.900 0.180 - 0.180 -0.500 0.180 - 0.180 -0.300 0.180 -0.180 -0.300 0.180 - 0.180 -0.900 0.180 - 0.180 -0.500 0.180 - 0.180 -0.300 0.180 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 - 11.30 - 11.30 - 11.30 -11.30 - 11.30 -11.30 -11.30 - 11.30 - 11.30 - 11.30 - 19.86 - 8.32 -2.55 - 19.86 - 8.32 -2.55 - 2.55 - 19.86 -8.32 - 2.55 - 32.07 - 20.53 - 14.76 -32.07 - 20.53 -14.76 - 14.76 -32.07 - 20.53 - 14.76 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge CpMax = Largest Coefficient Magnitude Cp Min = Smallest Coefficient Magnitude Pp_max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp max - qin*(-GCpi) Pp min* = qh*G*Cp_min - qip*(+GCPi) Pn_min* = qh*G*Cp_min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical file:///C:/Users/user/AppData/Roaming/MecaWind/SelectedAnalysis.html 9/18/2018 Page 5 of 5 The smaller uplift pressures due to Cp_Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Components and Cladding (C&C) Calculations per Ch 30 Part 1: EHt RHt Zh Kh Kzt Kd GCPi LF oh LHD al a Roof not sllown 15! �•V 4 Walls Fib' fit a ti 4 • • • •. . • ••., • • Ilia Roof 7 ;: 0 27 •"' = Eave Height Ridge Height = Mean Roof Height: 0.5*(EHt+RHt) Mean Roof Height for Kh: h + Base_Dist Since Zh<15 ft [4.572 m] --> 2.01 * ( [15 ft Topographic Factor is 1 since no Topographic feature specified = = Wind Directionality Factor per Table 26.6-1 = Ref Table 26.11-1 for Enclosed Building = Load Factor based upon ASD Design (0.00256 * Kh * Kzt * Kd * V^2) * LF = Least Horizontal Dimension: Min(B, L) _ Min(0.1 * LHD, 0.4 * h = Max(al, 0.04 * LHD, 3 ft [0.9 m]) _ Wind Pressures for C&C Ch 30 Pt 1 All wind pressures include a load factor of 0.6 • • •• .• • • • • . • • _ • • • •• r 0000 • • 0,00 • .• • • • • • • • • • • • • •. • • • .•.. • 10.400 ft 17 . dda'ft' 13.5QQ fit 13.'00•f± or 4.572 m] / zg)^(2/Alpha)= 0.849 1.000 0.85 +/-0.18 0.60 33.94 psf 56.000 ft 5.400 ft 5.400 ft Description Zone Width Span Area 1/3 Ref GCp GCp p p Rule Fig Max Min Max Min ft ft ft sq ft psf psf WINDOW 1 4 3.250 5.330 17.32 No 30.4-1 0.958 -1.058 38.62 -42.02 WINDOW 2 4 6.170 3.170 19.56 No 30.4-1 0.949 -1.049 38.31 -41.70 WINDOW 3 4 6.170 4.170 25.73 No 30.4-1 0.928 -1.028 37.59 -40.99 WINDOW 4 5 3.080 3.170 9.76 No 30.4-1 1.000 -1.400 40.05 -53.63 WINDOW 2 5 6.170 3.100 19.13 No 30.4-1 0.950 -1.301 38.36 -50.25 WINDOW 6 5 3.080 4.170 12.84 No 30.4-1 0.981 -1.362 39.40 -52.33 WINDOW 5 5 6.170 4.170 25.73 No 30.4-1 0.928 -1.255 37.59 -48.71 WINDOW 4 4 3.080 3.170 9.76 No 30.4-1 1.000 -1.100 40.05 -43.45 WINDOW 10 5 4.300 3.170 13.63 No 30.4-1 0.976 -1.352 39.25 -52.02 DOOR A 4 3.000 6.750 20.25 No 30.4-1 0.946 -1.046 38.21 -41.61 DOOR B 5 6.000 6.750 40.50 No 30.4-1 0.893 -1.185 36.41 -46.35 DOOR C 4 8.000 6.750 54.00 No 30.4-1 0.871 -0.971 35.66 -39.06 Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length GCp = External Pressure Coefficients taken from Figures 30.4-1 through 30.4-7 p = Wind Pressure: qh*(GCp - GCpi) [Eqn 30.4-1]* *Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.460 kPa] {Includes LF} •• • • • • • • • � • • • file:///C:/Users/user/AppData/Roaming/MecaWind/SelectedAnalysis.html 9/18/2018 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where aU.oweli by thesA•nt�iiority Having Jurisdiction (AHJ). MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street. Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv • . . ..• . . •. This NOA shall not be valid after the expiration date stated below. The Miami -Dade Gounty Prodtta COntrol Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Gcrin;tyj reserve the right to have this product or material tested for quality assurance purposes. If this prock!Ct•0t mate fails to • test -Wand in the accepted manner, the manufacturer will incur the expense of such testand tht AHJ may immediately revoke, modify, or suspend the use of such product or material within lhrtr.larisdiciion: •.RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade croNty. Produtt :Control Section that this product or material fails to meet the requirements of the applicable luild'ine code, This product is approved as described herein, and has been designed to comply with the FloriCIVIV lding • Code, including the Hi Veloci Hurricane Zone.- • • • :� • DESCRIPTIOI : Series "HS-8700 (Flange —Frame)" Aluminum Horizontal Sliding Window ! !L.'M.L APPROVAL DOCUMENT: Drawing No. L8 0-0901, titled "HS-8700 orizonta Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D, dated 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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. 17-0222.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. Z MIAMI-DADE COUNTY s=. ; APPROVED i7-. r 0r fzf /zc(& NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 Page 1 • • • . . • • • . . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Roiling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated 11/01/17, prepared by manufacturer, 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'BO, TA12.)214 3) Water Resistance Test, per FBC, TAS 202-9t • 4) Forced Entry Test, per FBC 2411.3.2.1, and TM;02-94 •• • along with marked -up drawings and installation diagram of an.alalinunM?f2untal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configaxtign, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI" 10-3049 and • • • HFTI-10-3051, dated 03/23/11, signed and sealed by Candido Ftns, P.E. •• (Submitted under TONo. 11'0705.10) . 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading pei F4B4 TAS Q0Q-24 • along with marked -up drawings and installation diagram of 8 specimtfls • 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. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. I1 ETI-10-3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, IIETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and IIETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) E-1 6••• Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 • 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration,,prepared bu 1Iniicane Engineering & Testing, Inc., Test Reports No. HETI-08-2033' jjE11-084b3.44 HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038:IWTI-011:21I6A and HETI-08-2116B, dated 02/28/08, signed and sealed by Ce23ithrF. Font, P.E. • (Submitted undeo l \.b.A No. 0P.0 '06. 05)* 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. • • 2) Uniform Static Air Pressure Test, Loading pet WC TA' 412-94 3) Water Resistance Test, per FBC TAS 202-14 •: •; • 4) Large Missile Impact Test per IBC, TAS 201-94' ' • 5) Cyclic Wind Pressure Loading per FBC, TA45.28!-94 •.. • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 '..• . • along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227 05) • • • • . .'• • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-2 . Lawson Industries, inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/2 F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 6th Edition (200;;dated November 17, 2017, issued, signed and sealed by Thomas J. SOW, B.E. . .. . • 2. Statement letter of no financial interest, dated 05/20/10, signed tgl•sealedbj •1liomas• J. Sotos, P.E. (Submitted under 2' TJ4 No. 12-0127.0n • 3. Laboratory compliance letter for Test Reports No. HETI-10-30XCHETI I64048, • HETI-10-3049, HETI-10-30491, HETI-10-3050, HETI-10-31151,.UFTI,10.3052B, • • HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-313b, IfETI-1€3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10:5226; all issuetl by •, Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/237.11 an! 04/15/443€igne8 • and sealed by Candido F. Font, P.E. (Submitted undeP. VA No. 140705.102 • 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued Sy4 ricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0705.10) 5. Laboratory compliance letter for Test Reports No 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, 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 NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. 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 NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window — LM.1." approved on 04/13/17 and expiring on 04/11/12. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-3 00 j / --O i/ // /// OO / / 0 0 om A �E \\` Oat -0 \\\ \\, - NOTE: OX XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B. & B1" REFER TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" REFER TO SHEET p4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0 (31 1 \\ \\\ /// // _. -0N\ 00 ® XOX —Equa Lite (1/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & B1" REFER TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E" REFER TO SHEET p5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. O 0 // /// Qo // /// //, /// //,//., // � 0 0 XOX — Un—Equal Lite (1/4-1/2-1/4) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & B1' REFER TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET p5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED.) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS p6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A, C, OR G' INSTALLED ABOVE 3DPT. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 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. i3.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. 11.) SEE SHEET 3 FOR DESIGN PRESSURES ON UN -EQUAL LITE 'XOX" WINDOWS. 12.) FOR OPTIONAL FRAME FNSTALIATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET p3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. !C.) +EE SHEET p 5 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED BINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE FLORIDA BLDG. CODE. •• • • • • • • • • •• • • • • • • • • • • • ' • • • • •• • • • •• • • • •• • • • • •• • • • • • • • • • • • •• • • • • • • • • • •• • • •• • • • • •• • • • • •• • • • • • • • • PRODUCTREVISPD HWIdmP 8 W th t6e Ffai4• >tpiretiontan Date By Miami D e Product Control c/D z MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS 0 O co I N APPROVED ELEVATIONS, AND GENERAL NOTES 1 O 1 'esine� L87OO-0901 1 1 Revised dote for the FBC-201a 8 8 pr z a 0 1 9/ •.• • • • • • • • • • • .•• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • TEST UNIT SIZE: 111" X 83" * INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB • SEE GENERAL NOTE #3 & R4. ii TEST UNIT SIZE: 111" X 63" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (8) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & #4. 85 3/8- OVERALL FRAME WIDTH 84 3/8- INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE •/- 70PSF (4 TOTAL) '—tt.l75� 5. Max. D.L.O. WIdti Moo D.L.O.Nidth // /// / ' / / / = 24 3/8" Mn t. // II ///K / / / o O _/_�_?.�_ 24 3/87 / rn _6 71. \rf / c cxit TEST UNIT SIZE: 74" X 83" INSTALLATION FASTENERS• (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF OP ABI (8) 6 AT EA. FRAME SILL (8 AT FRAME SILL tF DP AB0' (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE /3 & #4 (TYPICAL AT + ALL CORNERS) 13 1/4' 0.C. 1/4' D.C. 13 1/4' O.C. 13 1/4' OC. ANCHOR NOTES. 1. SAME ANCHOR SPACING AT HEAD 6 SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE •70PSF / - 75PSF (4 TOTAL> ����g XOX" WINDOW EQUAL LITE 1-SEL5VERTICAL CROSS-SECTION DETAILS 'A, Al, B. 6 BI- AT SHEET 113 2. SEE HORIZONTAL CROSS-SECTION DETAILS T. 0. 6 E. AT SHEET $15 111' OVERALL FRAME WIDTH 110' INTERIOR FRAME WIDTH EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. TWD ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS VITH DP ABOVE •/- 70PSF 14 TOTAL) 5' MO.. D.L.O. WId4 Mo. D.L.O. Width // /////_T V 24 3/8", tO n O/ II // V ' (+ ___d �/ 33 1/(( i m h. I___n O =4 iP- 5 1 ALL (TYCORPICALNERAT S) 13 1/4' 0.C. 13 1/4. 0.C. 13 (/4• D.C. • • • • • • • • • • • • • 3VE 70.0 YE 70.0) 74' OVERALL FRAME WIDTH r �- 5 ALL 73' O ' (MAII. 0: INTERIOR FRAME WIDTH TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS OP FOR UNITS WITH ABOVE s/- ]OPTS OP ,1 5. 4 I/2 I (MA44"D.aall ' Oii II it 'r o y Max. Fixed D.L.b. Heig t :1 57 9/16" Mox. Vent D.L.O. Height 56 7/16- 13 1/4' {\C 13 1/4• 1 13 I/4' l r 1 1; l d 1 0.C. Q.C. 0.C. 0.C. ANCHOR NOTES. 1. SAME ANCHOR SPACING AT HEAD L SIL\ / EXT. L INT FALSE cpLONIAL 2. TWO ADDITIONAL ANCHORS REWIRED MUNSIILSCARE ANOLI APPLIED E W/ AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE •/- 70PSF (4 TOTAL) "XO" WINDOW EQUAL LITE NOTES: ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS •A, Al, B, 6 el' AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, 0, l E' AT SHEET 144 SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — • 13V • OD • • • • • •• •• • • • •• ANCHOR NOTES: — • • • • • • • • 1. SANE ANCHOR SP CINC A HEAD L SILL E%T. 6 INT. FALSE COLONIAL MUNTINS ARE. • • • • APPLIED V/SILICONE AND ARE AVAILABLE• • • • • • 2. TWO ADDITIONAL ANCHORS REQUIRED AT \ / AS OPTIONAL. • • • • • • MEETING RAILS /OR UNITS 75PSF <4TH DP TOTAL) "XOX" WINDOW - UN -EQUAL LITE • • • • • • • • • • • • NOTES: • • • • • • 1. SEE VERTICAL CROSS-SECTION DETAILS 'A' AL B. 6 BI' AT SHEET 43 2 SEE HORIZONTAL CROSS-SECTION DETAILS 'C. D. 6 E' AT SHEET 65 •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • PRODUCT REVISED as complying with The Florida Building Code Acceptance No -13.1 L. / Expiration Date y m Miami nPmdecT Control FLANGE IMPACT WINDOW HORIZONTAL ROLLING 0 J tY W m C3 a O 9 k7 0 a a O O i` m cn O 0 0 9 1 2 R E jg 0 1 1/4' TAPCON W/ 1 1/4 MIN. EMBEDMENT INTO CONC. <SEE ELEVATION AT SHEET e2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE a a a 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 1/4' MIN. : a -°d A EMBEDMENT 4 : f> 4 a P I d EXTERIOR GRADE PERIMETER CAULKING EXTERIOR EXTERIOR GRADE PERIMETER CAULKING\ / I��JVU r le e °d 9 o 1/4' MAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS 1/4' MAX. SHIM SPACE d l 1/4' MIN. z <rrP.7 EMBEDMENT y A a ua at a ° d. � d o d a a A A s OPTIONAL 4: SILL STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE PERIMETER CAULKING NOT BY "LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) EXTERIOR ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS 84, e5, & 116. •• • • • • • • • • • 1401 MAX. • • • • • • SHIM SPACE <TYP.) ('l p14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET N2 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM SPACE (TYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK 0R MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: t4NCHORS 110 BC N13 IMS OR WD. SCREWS INT❑ WOOD, OR 01/49 T•PCWNS•or s1PPROVED CONC. FASTENERS INTO CONC., 64/I111-1 Q M11111MtM CIF 1 1/4' PENETRATION INTO WOOD OR :COaC. =REV rO LGA1 TABLES FOR QUANTITIES REQUIRED) • • • • •• PRODUCE REVISED as COmplying with the Florida •. d••• •• ••• •• • Building Code (/ • • • • • • • Acceptance No - I 1. I L. I'1 a • • • • • • • • • • Expiration Date • • • • • • • • •• • • •• • • • • By 4- • • • • • • Miami Dade Product Control INSTALLATION DETAIL AT "XO or OX" MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS O O z HORIZONTAL ROLLING FLANGE O co co cn WINDOW VERTICAL 0 0 0 0 5 1 1 2 1; 1 For the IBC-2014 a g t 1 z 1 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH <BY OTHERS) p14 S.M.S. W/ 11/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1' MIN. EDGE DISTANCE EXTERIOR WALL FINISH BY OTHERS (TYP.) 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM LAMINATED GLASS l/4' MAX. SHIM SPACE (TYP.) O � � ��, 1:51\1111151\111.11R1\C \,ICM�, 1 1/4' MIN. EM' / ENT <4<44444(44F({«««f 441f EE«(C(. ({{{4.(44f �'..V,W/'/'/ e',WAS !!lfff.KKf IV f STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. SILICONE ADHESIVE BEDDING COMPOUND INTERIOR 0 EXTERIOR 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) 1/4' MAX. SHIM SPACE .11 li A I 17G111 �Y.6:i.1\:\:`MAADt15H:lP.0 tb rJ�•I�.If� d 1 1/4' MIN EMBEDMENT .PT. WOOD BUCKS EXT. GRADE CAULK WINDOW INSTALLATION NOTES 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) •• •• • • WHEN THE CAP BETWEEN THE WINDOW FRAME ANTa THE BUC•K•OR• • • • •• MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED • •• ANCHORS NOTE: • • ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, DR 1/4' TAPCDNS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES RID/OWED) • • • • • • •• • • • •• •• • • • •• • • • • • • • • • •• • •• • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • ••• • • a. 1/4' TAPCON W/ 1 1/4' MIN, EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) o e 1 1/8' MIN. EDGE DISTANCE A. PRODUCT REVISED camPITMS *Ida the Florida BWtdiog Code ionDate I •ILILT1 ..t 8y Miami Dade Product Control z M Q z MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS HORIZONTAL ROLLING 0 L8?Oo-0901 1 1 .8 30 Z 1 1 z It 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED <SEE ELEVATION AT SHEET .82 FOR MAX. FASTENER SPACING) SHIM SPACE (TYP.) 1/4' MBED EXT. GRADE CAULK WINDOW INSTALLATION NOTES: CLEAR SILICONE ADHESIVE .PT. WOOD BUCKS 34 BEDDING COMPOUND O 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY VINDCV INSTALLER (TYP.) 2, THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 412 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) LAMINATED GLASS EXTERIOR WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE 1/4' MAX. SHIM SPACE (TYP) all1a,.1 -�i,�7-1��1P15{l.\)1. ,l\111;\A1:\:1\:\\1W._ di ■ EXT. GRADE °CAULK •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• •• ••• •• • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 1/4' MIN. EMBEDMENT o 11/8' MIN. EDGE DISTANCE PRODUCT REVISED as complying with the fIMde 8vitding Code Acceptance No - sls. 7 tion Date 8y Mini ode Product Contra 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET 42 . FOR MAX. FASTENER SPACING) cip MANUFACTURER OF QUALITY ALUM/NUM WINDOWS AND CLASS DOORS FLANGE IMPACT HORIZONTAL ROLLING 1 0 'vos""'IattornL8700-0901 T. 4 r O 1 DESIGN LOAD CAPACITY (PSF) - OX or XO WINDOWS WINDOW # Jamb # H 8 S Anchors + / - Pressures (pst) Glass Ty "A" (* 2) Glass Ty "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E' (* 3) Glass Ty "F* (* 3) WIDTH HEIGHT Anchors + psf 1 - psf + psf 1 - psf + psf r - psf + psf f - Psf + psf "psf + PsfL 80.0 - psf 80.0 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 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 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 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 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 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 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 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 72 36 3 6 65.0 65.0 65.0 65.0 70.0 . 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 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 36 60 5 '4 65.0 65.0 65.0 65.0 70.0 . 70.0 70.0 70.0 80.0 80.0 80.0 • 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 ,,•7QQ• • _70.(. 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 ' 70.0 • • 670►0 • • •80.0•• • .604 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 • • 70. Q: • ";710 : : • .0'b. 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 ..• 1.:1: •�• i• • • ..... ... • - - - 2 Notes (*): I.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD S LL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH R SER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS W TH GLASS TYPES "E, & F") AND +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. 2 • • • • • • ••• 20 • • • • • • •• • SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP ((9IJCTREVISED BaAd ng d the Florida ExpirationAcceptance No 1 -1 2.11 yy By Miami Dade Product Control • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • W z 0 0 0 z EF U a. n, w z w (7 z ,a] 0 a F z 0 N 0 7r 0 O 0 CHART WITH GLASS OPTIONS 0 z a o RI 0 z-. m rn 1 L8700-0901 1 1 1 1 No Cho ge this sheet $ 0* Y5 ££S F8 1 1 DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un-Equal Lite (1/4-1/2-1/4) +/- Pressures (psf) FRAME SIZE WIDTH HEIGHT 60 24 # Jamb Anchors 3 #H&S Anchors Glass Type "B" (* 2) G lass Type "C" (' 2) Glass Type "D" (• 2) +_psf -psf + •sf psf 7 80.0 80.0 80.0 80.0 + psf -psf 65.0 75.0 Glass Type "E" (' 3) + psf -psf 65.0 75.0 Glass Type "F"(` 3) + psf I - psf 52.0 52.0 G lass Type "G" (* 2) + psf - psf 65.0 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 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 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 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 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 75.0 108 36 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 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 75.0 72 60 5 7 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75:0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 7 5:0 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 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 106.25 63 26 5 3 9 11 52.0 52.0 52.0 65.0 52.0 65.0 75.0. 75.0 65.0 65.0 75.0 75.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 111 63 26 5 3 11 11 ott- 52.0 52.0 52.0 65.0 52.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 1 11 58 63 5 5 11 11 52.0 52.0 52.0 65.0 52.0 65.0 75.0 75.0 75.0 52.0 52.0 52.0 65.0 75.0 Notes (*): I.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B. C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH CLASS TYPES "E, & F") AND +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. • • • • 00 • SILL RISER - OPTIONAL Buffding Code FOR DP ABOVE .70.0 PSF APPLIED WITH SILICONE ul 0 Fe to in 0 o cif cti Y. 0 0 co cn ct BC DESIGN LOAD CHART 1 ga • 224 DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3-1/3) HS-8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW DESIGN LOAD CHART WITH GLASS OPTIONS (XOX UN -EQUAL UTE) R.rt rt h...Am Min hew./ Phantom L8700-0901 shwa 8 OF 10 •i.b..n + / - Pressures (pst) z FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) WIDTH HEIGHT Anchors Anchors + psf 1 - pst + psf I, - psf + pst J - psf + psf - psf + psf - pst + pst L- pst 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 8501 w MEDLEY. 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - - 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 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 • 52.0 . 52.0 • 65.0 75.0 84 60 5 - 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 • 65.0 75.0 53.125 26 3 6 80.0 • 80.0 80.0 80.0 65.0 75.0 65.0 75.0 ' 52.0 • 52:0 • 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 50.625 . 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 58 . 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 . 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 . 75.0 65.0 75.0 52.0 52.0 65.0 • 75.0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52.0 52:0- 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 . - - 52.0 52.0 . 65.0 75.0 65.0 75.0 . 52.0 .. .52.0 . 65.0 75.0 74 58 5 9 - - _ 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 d - m _ o o +6 - 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 F 2 : < A 1 d g i 1,m E 2,3 ; s p _ g " ; ; • 1 z t o 1 = o 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 _ - _ - 52.0 52.0 65.0 75.0 _ •6L• 66.0 • . 7543 .0 52.0 (} 0 �`iawits hiss P�®s� »n�",.„...' ltys.f¢�} . 6".�" z�", ) G• s3s �'q'"` Yp $» i"�'• �yJAZ >-:' ,�,y. ':, : :5 _ • ,,a5 `'• `•• � • • • • • • • • • Acceptance -ISt1.t'1 • # Notes ): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. • ••• • • • ••Expiration Data •• . r 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B, C, & D") \\ '\\\ '\. // ice' • • ••• ,'// `\� B}' SILL RISL 2`.i/a0FIK1'fOLn dol 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F") AND +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) '\.\' \� ' '' • • • • • '//' • •f/• • • " 1 • • • • • • b • • • � \ • • • \®APPLIED WITH SILICONE I FOR DP ABOVE .70.0 PSF • I (.80.0 DP MAX.) ' • j ,;'S3•I .- " '� I 'a. •• ' ' y( I I 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. _ • • • • • • • _ IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Equal td • •• • • •' - �• ••• • • • • • ••• • • • • • • • • • • • •• • • • • • • • • ••• • �• •• • • • ••• •• • • 000 • • 'SILICONE OPTIONS'. DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 D.600' GLAZING DEPTH LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 I/B' ANNEALED CLASS=--1 SAFLEX PVB by a Eastnpn [Mental c 2 0090' PLASTIC INTERLAVER gas. F -_ � 3 1/13. ANNEALED GLASS T1 OJ aS LAMINATED GLASS COMPOSITION - TYPE D ITEM GLASS DESCRIPTION DETAIL-- LAMINATE DESCRIPTION I /8 I' HEAT-STRENGHTENED GLASS TROSIFOL PVB by K0 8 8Y Anericp, Inc. 2 0.090' PL40910 INTERLPYER - 3 1/8' HEAT-STRENGHTENED GLASS � 1 7]4• - LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' NEAT-STRENGHTENED GLASS ----- SAFLEX PVB by Eastnpn ChanIcel co. 2 0.090' PLASTIC 1NTERLATER _ _= 3 1/8' MEAT-STRENGHTEMED GLASS I 8040 LAMINATED CLASS COMPOSITION - TYPE F REM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS T.- PVB by Nwprcy Anark p, Inc. 2 00901 PLASTIC INIERLATER a - c 3 1/8' ANNEALED GLASS aR•a• 0.600' GLAZING DEPTH 'SILICONE .OPTIONS' DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREHCD SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION I I/8' ANNEALED GLASS SAFLEX PVB by Eastman Chanlcat co. 2 0090' PLASTIC IN TERLAYER Q Lee 3 1/8' ANNEALED GLASS ----- -_''F� i • I/4' INSULATED AIR SPACE T 5 1/8' ANNEALED GLASS C.) INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM GLASS DESCRIPTION DETAIL - 1 LAMINATE DESCRIPTION 1 I/8' ANNEALED GLASS TROSIFOL PVB by Kc1oncy Amrka. Inc. 2 0090' PLASTIC INTERLATER - Q • 3 1/17' ANNEALED CLASS ----- _ 4 1/4' INSULATED AIR SPACE _ _ _ _ 5 1/8' ANNEALED GLASS CO INSULATED LAMINATED CLASS COMPOSITION TYPE G REM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 I/O' NEAT-STRENGNTENED GLASS TROSIFTROSIFOL'B�oy KurpraY APn Inc. 2 0090' PLASTIC INTERLAYER 3 I/O' HEAT -STRENGHTENED GLASS I 0 I T I '-= 4 5 1/4' INSULATED AIR SPACE 1/8' ANNEALED CLASS 0.0 - - aa•a' - CA) WINDOWS WITH GLASS TYPE, 'A, C. OR G. INSTALLED ABOVE 30. 0. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078' MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN : : NS: PERIMETER SEALANT EXTERIOR GRADE PERIMETER CAULKING II 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET 82 FOR MAX. FASTENER SPACING AND DP TABLES FOR QUANTITY) WINDOW FRAME EXTERIOR E2 FRAME MULLING DETAIL SEE MULLION APPROVALSFOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN l/4' MAX. ` 8 12 $.0.5. X 1 1/4" L. SHIM 1 I (SEE ELEVATON AT SHEET 82 5 , INTERIOR FOR MAX, FASTENER SPACING) - I WINDOW FRAME NOTE: ALL IN EXTERIOR ALUM. T TOL EIE PAINT DT OR T PLATED. 2. METAL STRUCTURES: A) STEEL Fy . 36 K51 MM. (STEEL 18 GA. MIN. THICK - 0.048') 8) ALUMINUM 6063-T5 MIN. (ALUM. 0.078' M,N. THICK) METAL STRUCTURE ATTACHMENT DETAIL, HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM # PART / REQD. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 l VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REO'D. GLAZING BEAD C 3/8' ) 6063-T5 ALUMINUM 12 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS 48 X 3/4' P.H. PHILLIPS 13 FS-040 AS REQD. INSTALLATION SCREWS 414 SMS F.H./PHIL. 14 L-7531 AS REO'D. VINYL BULB 1/4' DIA. BULB 43033 15 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS-009 AS RELIT. FIN SEAL WEATHERSTRIP .107' w x .310' h 18 L-7711 AS RED'D. GLAZING BEAD C INSULATED) 6063-T5 ALUMINUM 19 PWS-001 AS REO'D. PILE 2 GLAZING BEAD', .I87' w x 1150" h 20 L-8706 AS REO'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING .LATCH 6063-T5 ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 4 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW 48 X 2 1/4' P.H./PHIL. 26.1 HC-044-1 2 WEEP FLAP 1 BAFFLE 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X I/O' X 2' L. 27 HC-040-1 2 SASH ROLLER A HOUSING w 28 HC-026-1 1 SCREEN FRAME 6 MESH w 29 w 1 ATTACHMENT SCREW 8 CLIP N8 X 5/8' S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063-15 ALUMINUM 33 w 2 LAMINATED GLASS See Details 8 L.H. of sheet 9 34 w AS RECT. GLAZING SILICONE See Details 8 L.H. of sheet 9 35 OPTIONAL AS REO'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM-5504 AS REDID. JOINT SEALANT w 37 w AS REO'D. PERIMETER ACRYLIC CAULK OS1 POLYSEAMSEAL •• ••• • • O • •• • • • • • • .• • • • • • • • •••• • •• ••• •• • • • ••• PRODUCT REVISED its complying with the Florida • • • • Building Code • • • • • • • • • • • • • Acceptmlce No ZI2• I ] e 0 • • • • • • • Expired°° lL1 • • • • • • •• • • • • • • • • • • • • • • BY • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • e •• • • • • • • • •• 0• • • • •• •• ••• • • • 000 • • Miami Dade Product Cowell ciD G3 z w C, z w z 0 J E z 0 O 0 Lx7 C/1 5 DETAILS & BILL OF MATE GLAZING DETAILS. MULL! 1 0 0 1 0- 9 1 1 1 1 'B" - Revised dote for 27 7 ig 1 t 1 1 2 1 s1 FRAME HEAD L7703 �� z� FRAME L-7701 0 IT .7i FIXED JAMB '462 '1 n PT— SILL TRACK L8702 0 '� FRAME JAMB L A S ® i ° 8501 MEDLEY, N.W. 90 ALORID33166 (INDUSTRIS, INC) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS •\ FRAME TOP CORNER O T \\ ..`� I �i FRAM N en 1P85 u 2.643 n62 SILL RETAINING CLIP L-8705 1 G 2.651 VENT TOP RAIL L439�` IA66 1 — �.062 FRAME AMR i, ,. I 1 .' \ �. O lit , O FRAME BOTTOM CORNER FRAME SILL L-87-8701 O FRAMEVENT JAMB L-870703 O —4 .784 I— �25013 A62462 2371 2b43 c' 1t� VENT SPRING 21 LATCH VENT TOP CORNER FRAME MFFTINt'� Rul 1, VENT JAMR RNI '\ FRAME SIT �. 1P33 �'.) VENT I,QFK RAIL \ 11441401 ;- !• j III „ \ BOTTOM .j,,�..11 i FRAME 57LL O / MEETING RAII 4, r ^ FRAME Sill .698 �� k- 790� VENT INTERLOCK L-7705 RAIL FIXED MEETING RAIL L-7704 VENT O TOP/BOTTOM RAIL L375_1 OL-7707 5 dG2 1 v 2562 O .062 VENT RAII \� VENT BOTTOM CORNER .� Lam. -07• _ a FRAME & SASH CORNER ASSEMBLY DETAILS 7 06E 65 —IA76-N-1 VENT JAMB RAIL L-7706 SILL ANCHOR CLIP L-8830 32 O 594 GLAZING BEAD L-7708 0 GLAZING BEAD L-7711 1 B Si.l. R • •4DAPTL •L-8706 •• • • •• ••• • • • • • xi• • • • • • • p • • • • • • • • • • • • • • • • ••• • • ••• hFM O L430 2A00 _ 9=k145°.: IE00• 1 • • If" • • • PRODUCT REVISED «7 as complying with the Florida ". u Building Code • • • • ••Aacplance No -I2 1.1'/2.794•• ,83p .030 I • 11II• • • • � • • • ExpirationDKy r^�•• • • • • • • • • By .773 _>�s_ .773 • "11— • . • • • • • • • Miami Dade Product Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• •• • ••• • • •• • • ••••• • 4 M IAMI•DADE coininy DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority • Having Jurisdiction (AHJ). • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economv • • • •••• This NOA shall not be valid after the expiration date stated below. The Miami -Dade CddntvProdttet Go ntrol Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Coin r reserve'11t aright to have this product or material tested for quality assurance purposes. If this produa of material fails to perform in the accepted manner, the manufacturer will incur the expense of such tegti4gond thiosplia may immediately revoke, modify, or suspend the use of such product or material within their.j ijisdict}on. • RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Gen r ✓.Prodtte ptitrol Section that this product or material fails to meet the requirements of the applicable brtltliin code. . This product is approved as described herein, and has been designed to comply with the•Floricta Building Code, including the High Velocity Hurricane Zone.- DESCRIPTIO •• . . Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M• • • APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single ung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) 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. TERMLNATION 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. 16-1003.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. MIAMI-DADE COUNTY ...... • • • • • . . ..... ••••.. • . • . •••.•. • NOA No. 17-1212.21 ✓ Expiration Date: December 27, 2021 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0706.09) Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision D dated 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS •••• • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pert yTAS ziTZ S4 ...... 2) Large Missile Impact Test per FBC, TAS 201.9A ... • 3) Cyclic Wind Pressure Loading per FBC, TAS•20;-•94 • along with :narked -up drawings and installation diagram of an al:a1 A-ium strialgtung . window, prepared by Hurricane Engineering -& Testing, Inc., Te$Z heeorts 11.o. I3ETI-• • 09-2530A and HETI-09-2530B, dated 03/02/09, signed and saAi1 by Calgio F. Font, P.E. (Submitted under. @ 1 No. 09-0Z06.09) •• 2. Test reports on: 1) Uniform Static Ali- Pressure Test, Loading pef F'i3^ TAS;?�Q; �94 ....:. 2) Large Missile Impact Test per FB-C, TAS 201: �4 • • • • •• 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • • along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-0&2063A & .B, HETI-08-2064A & B, dated 03/1.5/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loadingper 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 Loacdingper FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. F I L- 29`87 and F 1 L-2986, dated 04/03/01 and 03/27/01, all signed .and sealed. by Luis Antonio Figueredo, P.E. •(Subrniited under NOA No. 01-1009.01) C. CALCULATIONS I. Anchor verification calculations_ and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated05/28/09, revised on 01/i&/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-09 Sifang Zhao, P.E. Product Contras Examiner NOA No. 17-1212.21 Expiration Date: December27, 2021 Approva1.Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for t it • • "TrosifoI® Ultraclear, Clear and Color PVB Interlayers" dated 01/;9/17,explring ...... on 07/08/19. • • .••• • 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemi'ch1:CAmpany €MA) ...... for their "Saflex Clear and Color Glass Interlayers" dated 09/01/17expirtNii 4. 05/21/21. ..•••• • •• . • • •• . .• •• F. STATEMENTS ...... • 1. Statement letter of conformance, complying with FBC-6`" 0017)114W:9f no financial interest, dated November 17, 2017, issued by manst attlrer, signed and ; . • • sealed by Thomas J. Sotos, P.E. • • •• • •. • • . . ..... 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, IIETI-08- 2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B. HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G. OTHF,RS 1. Notice of Acceptance No. 16-1003.01, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.", approved on 12/15/16 and expiring on 12/27/21. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December 27, 2021 Approval Date: February 01, 2018 E-2 INSTALLATION ANCHORS (A) 4 MAX. AT FRAME HEAD CB) NINE PER FRAME SILL <C) FRAME JAMBS (SEE SHEET 04) 10 1/4' • IMAX, ABOVE MEETING RAILS 8 I AT 6' MEETING RAIL 9 7/8' MAX. BELOW MEETING RAIL 1 6 MAX, EXT, 1 INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-8th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). 8.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24, SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BLDG. CODE. !8' WINDOW FLANGE FRAME WIDTH MA13X.3O.C/4' . 47.000 WINDOW BUCK VI➢TH 48" x 78" EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) ii 4 INSTALLATION ANCHORS, (A) 4 MAX. AT FRAME HEAD <B) NONE PER FRAME SILL <C) FRAME JAMBS (SEE SHEET 53125' WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHORS t� (A) 4 MAX. AT FRAME HEAD MAX /0 CL ` (C) FRAMENE PJAMBS (SEE ER FRAME SILL 04) PPP o /-` 6.(MAX.-TIN. • ALL CORNERS IRNf S s 1 A7 6' MEETING I RAILS 1/2' MAX, BELOW MEETING RAILS 1 Max. 4)1.0. Widt 52.123 WINDOW BUCK WIDTH UN -EQUAL LITE RADIUS ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 6) SERIES-7700 SINGLE HUNG IMPACT 8 n 36 53.125 WINDOW FLANGE FRAME WIDTH A )� MA%,30C.I 9 3/8' t4A%. ABOVE • HtEETING RAILS e> z� a 10 3/44tt4p''x gEta I AT AV 6' MEETING j RAILSw 6'MAX. 1 EXT, 1 INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 0 II Mo%F D.L.O. Wipth"1 :u 48 11 /13, O 52.125' WINDOW BUCK WIDTH UN -EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 6) WINDOW — FLANGE FRAME INSTALLATION ANCHORS. CA) 4 MAX. AT FRAME MEAD CD) NONE PER FRAME SILL CC) FRAME JAMBS (SEE SHEET WINDOW FLANGE FRAME WIDTH <MAX TYPICAL AT 6'A CORNERS ��• Ma D,L.O. With �"48 11/181i .a 'I /// / n _ '`` fY-4__= i✓� 0 i Ii .. R %13 1 W 9 5/8' +MA%. ABOVE g L. MTi�i�i� d NNEETING NAIL 3 4 AT AmgA J 6' MEETING RAIL W I 0 ::T: • • •• > 94x: BELOW RAIL 6 MAX. • • • • EXT, 1 INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. • • • • • • • • • • •• • •• • • • • • • 441,117 I�LEVAII'ION• • • • • • •(LIMITED TO LOADS•0 SH4.104 OF e) • • • • •• •• • • • • WEDV >iQr WIDTH � NO 5412 •• 5' ••• • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • •• •• • • •• •• • • • •• •••• • By 7;74.- Miami Dade Product Control PNODUCT REVISED m complying with the Florida Building Codc Acceptance No 2I Expiration Daze 1 L 7.7 Znyl cip a. co n W q UNG FLANGE H Vl cn rra 0 vi qa 0 1 L7700-0901 1 1 1 1 6 B 1 9 i fg 1 z 1 a z 1 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC, <SEE ELEVATION AT SHEET N1 FOR MAX. FASTENER SPACING) 1/8' MIN. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL <TYP,) — P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS D EXTERIOR GRADE PERIMETER CAULKING a EMBEDMENT4: 4. °'.. . 4: RAMEETING ILS EXTERIOR GRADE PERIMETER CAULKING SILICONE ADHESIVE BE➢DING COMPOUND LAMINATED GLASS INTERIOR EXT. GRADE CAULK EXT. GRADE CAULK 1' MIN_ DGE DISTANC *14 S.M.S, W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. <SEE ELEVATION AT SHEET a1 FOR MAX. FASTENER SPACING) 1 1/4' MIN. EMBEDM NT EXT. GRADE CAULK SILICONE ADHESIVE BED➢ING COMPOUND INTERIOR EXTERIOR 1{14 S,M.S. W/ 1 1/4' MIN, EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 411 FOR MAX. FASTENER SPACING) 1 BY OR 2 BY WOOD BUCK LA MATED GLASS 24 EXTERIOR GRADE PERIMETER CAULKING WINDOW FRAME WIDTH WINDOW INSTALLATION NOTES: PT. WOOD BUCKS • '1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. A' <SEE ELEVATION AT SHEET PI FOR MAX. FASTENER SPACING) 4 1 1/4. MIN. EMBEDMENT 1 1/8' MIN. EDGE DISTANCE 1. THE WINDOW FRAME FLANGE TO BE BACK —BEDDED W/ AN EXT, GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE - ANCHORS TO BE 812 SMS OR WD, SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. <REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) 1/4' MAX. •• ••• • • SHIM • • • • TYP • • • •• ••• •• • • • •• • • • • • •• • ••• ••• ••• • • • •• • • • • •• • • • • • • • • •• •• •• • • • • • •• • ••• •• • • • •• .• ••• • • • • ••• • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Budding Code Aeceplmlee Ne 11'l1li.Z1 Expiration DucyM 2„L By � -1 Miami Dade Pmdecl Control H N W a A z TY ALUMINUM WINDOWS Cr NGE FRAME IMPACT WINDOW RIES-7700 SINGLE co 4 0 Z 4j e 0 0 0 trI m o O t O • � a z N U C4 0 z 1 qq� al 1 1 R 1 a``a„ till tpr`,, • i 'SILICONE OPTIONS', DOW CORNING 899 SCHNEE-MOREHEAD 5731 TRE1CD SPECTRUM 2 0.600' GLAZING DEPTH LAMINATED GLASS COMPOSITION - TYPE 2 ma GEMS DESCRIPTION I DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS 1-_ JP = = _ - - ' SAFLE% PVB by Eastman Chemical ca. 2 0.090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS as(a' — LAMINATED GLASS COMPOSITION — TYPE 3 CLASS DESCRIPTION 1/8' ANNEALED GLASS 0.090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS WDT420! DESCRIPTION SENTRYGLAS by Kuraray America, Inc. LAMINATED GLASS COMPOSITION - TYPE 4 ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS 1 d 8 T _ _ _ _-' I TROSIEOL PVB by Kuraray America, Inc. 2 0.090' PLASTIC INTERLAYER JJJ...WWW 3 1/8' ANNEALED GLASS 1034p LAMINATED GLASS COMPOSLTION - TYPE 6 mug GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS = _ _ = '= TRDSIFOL AVE by Kuraray America, Inc. 2 0.090. PLASTIC INTERLAYER s ' - '_'= 3 I/O' HEAT-STRENGHIENED GLASS A04p — 'SILICONE OPTIONS' DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 GLARING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE 8 ITEM GIA88 DESCRIPTION DETAIL IAMI4ATE DESCRIPTION 1 1/8' TEAT-STRENG(TENED GLASS TROSIFOL PVB by Kurarny Merka, Inc. 2 0.090' PLASTIC INTERLAYER � '1/' 3 1/e' HEAT-STRENGITEIED GLASS • I =-_=r - - -. 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS U(a,_ INSULATED LAMINATED GLASS COMPOSITION TYPE 7 ITEM GLASS DESCRIPTION DETAIL IAII(ATE DESCRIPTION 1 I/O' ANNEALED GLASS SAFLEX PVB by Eastman 000000al ca. 2 02090' PLASTIC INTERLAYER .v4 3 1/8' ANNEALED GLASS '- - c = = _ 4 1/4' INSULATED AIR SPACE y-Iy I _- - -: TT 5 I/8' ANNEALED GLASS 0200' GLAZING DETAILS AND OPTIONS NOTE: WINDOWS WITH GLASS TYPES "8 h 7" INSTALLED ABOVE 30ft IN THE HVHZ, THE I.G. IN THE EXTERIOR UTE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). 014 S.M.S. W/ 1 1/4 MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET RI FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES WEATHERPROOF MOISTURE BARRIE BY OTHERS CTYP. 141413 SPMAX. AFL INTERIOR SHIM EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYP3 EXTERIOR EXT. GRADE PERIMETER CAILKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT CR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE, 512E AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) _ NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN INTERIOR R 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AND DP TABLES FOR QUANTITY M AND FASTENER SPACING) 1 EXTERIOR EXTERIOR GRADE PERIMETER CAULKING FRAME MULLING DETAIL •• •• • • • • ••• • •• ••• •• • • • •• LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. rERIOR 1/4' MAX. SHIM r SEE MULLION APPROVALS FOR MULLION TYPE, 512E AND MAX. DESIGN PRESSURE LIMITATIONS. cip NOTE THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN TY ALUMINUM WINDOWS AND GLASS DOORS ERIES-7700 SINGLE HUNG FLANGE & LOCK OPTIONS W O O r- EE ELEV. FOR SPACING NOTE: INDOW FRAME PERIMETER SEALANT EXTERIOR E 1 • •• •• •. • A S•TRUCTURE ATTACHMENT DETAIL • • • 1. ALL STEEL IN CONTACT WITH ALUM. TO 8E PAINTED OR PLATED. B. 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN. 3 (STEEL 18 GA. MIN. THICK - 0.0481 R z 8) ALUMINUM : 6063-T5 MIN. 8 .4 (ALUM. 0.078" MIN. THICK) • ••• • • • ••• ••• •• • • • • •• • • • • • •• • • • • • • • ••• • • • • • • • • • • ••• �• • •• • •• ••• • • • • ••• • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11:200UCT R2V15E0 es complying with the Florida Building Code Acceptance No Expiration D BY Miami Dade Product Control 1 R A s 0 s 1 g�s 1 C 1 1 LIN :CO DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 3H VENTS WINDOW # Jamb Anchors + / - Pressures (psi) Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 50.625 6 60.0 80.0 80.0 26.5 50.625 60.0 80.0 80.0 37 50.625 60.0 80.0 80.0 42 50.625 60.0 80.0 80.0 48 50.625 60.0 80.0 80.0 53.125 50.625 60.0 80.0 80.0 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 60.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 28.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 80.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80,0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW # Jamb Anchors + / - Pressures (psi) Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 i Th / / APPROVED CQNFIGURATIONS UN -EQUAL LITE - - DESIGN LOAD CAPACITY (PSF) - EQUAL LITE WINDOWS WINDOW # Jamb Anchors + / - Pressures (psi) Glass Type 2 Glass Type 3 Glass Type 4 Glass Type 5 Glass Type 6 Glass Type 7 WIDTH HEIGHT 19.125 28 4 80.0 60.0 60.0 80.0 80.0 80.0 26.5 28 80.0 80.0 60.0 80.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 60.0 80.0 42 26 60.0 80.0 60.0 80.0 80.0 80.0 48 26 60.0 80.0 60.0 80.0 80.0 80.0 53.125 26 80.0 80.0 60.0 80.0 80.0 80.0 19.125 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 37 38.375 80.0 80.0 60.0 80.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 19.125 50.625 6 80.0 80.0 60.0 80.0 80.0 80.0 26.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 42 50.625 80.0 80.0 60.0 80.0 80.0 80.0 48 50.625 80.0 80.0 60.0 80.0 80.0 • 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 19.125 59 6 80.0 80.0 60.0 80.0 80.0 80.0 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 37 59 80.0 80.0 60.0 80.0 80.0 80.0 42 59 80.0 80.0 60.0 80.0 80.0 80.0 48 59 80.0 80.0 - - - 80.0 53.125 59 80.0 80.0 - - - 80.0 19.125 63 6 80.0 80.0 60.0 80.0 80.0 80.0 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 37 63 80.0 80.0 60.0 80.0 80.0 80.0 42 63 80.0 80.0 60.0 80.0 80.0 80.0 48 63 80.0 80.0 - - - 80.0 53.125 63 80.0 80.0 - - - 80.0 19.125 74.25 8 80.0 80.0 60.0 80.0 80.0 80.0 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 37 74.25 80.0 80.0 - - - 80.0 42 74.25 80.0 80.0 - - - 80.0 48 74.25 80.0 80.0 - - - 80.0 53.125 74.25 74.0 77.0 - - - 80.0 19.125 78 8 80.0 80.0 60.0 80.0 80.0 80.0 26.5 78 80.0 80.0 60.0 80.0 80.0 80.0 37 78 80.0 80.0 - - - 80.0 42 78 79.0 79.0 - - - 79.0 48 78 71.0 71.0 - - - 71.0 •• ••• • • • • • •• • • • • • • • • • =• • �/ •••1 • .�- '-- -' • • • • • y 4.•• ••,• • •• ••000• • • •0,,.• ra • • • APPROVED CONFIGURATIONS - EQUAL LITE ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • :• •• • • • •• •• 4100 • • 000 • • ivui1CT REVISED as complying tvith the Florida Building Code Acceptance No 1 - 12It.24 Expiation By Miemi Dade Product Content ci) a z C cta ci 43 c Ca co e0 0 G. i! S-7700 SING ESIGN PRE 1 m 0 0 a 1 1 1 8 8 8 8 1 1 1 Z 1 FRAME HEAD L-7701 0 .500 2.651 ( 8083-TO ALUMINUM ) -.062 .844 FIXED MEETING RAIL L-7704 FRAME SILL L-7702 O( 6060-116 ALUMINUM ) 1.441 2--�I1--.030 2.437 .300 2.713 FRAME JAMB L-7703 ( 6oe3-T6 ALUMIMIM ) 1250 2.643 .300 L.781+ VENT INTERLOCK RAIL L-7705 O( Boas -TB Amami r 2.062 --1.075-- VENT SPRING LATCH L-7539 ® VENT BOTTOM RAIL L-7706 ® ( 0093-98 ALUMINUM ) GLAZING BEAD L-7708 ( 9003-35 ALUMINUM VENT JAMB RAIL L-7707 O( 6002-T6 ALUMINUM ) GLAZING BEAD L-7711 i6 ( 6093-TO ALUMINUM ) 050 - .115_} GLAZING BEAD L-4204 17 ( 8083-T6 ALUMIXUM 808 -j .466 T U I FRAME TOP CORNER FRAME JAMB .FRAME R0 EBAME u FRAME BOTTOM CORNER VENT BOTTOM CORNER • •• • • • ••• • • FRAME & SASH CORNER DETAILS • BILL OF MATERIALS ITEM / PART 1% REQD. ' DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB <SIDE) RAIL 6063-T6 ALUMINUM 8 L-7708 AS REQ'D. GLAZING BEAD < 3/8' ) 6063-T5 ALUMINUM 9 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 10 FS-040 AS READ. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL. 11 L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA. BULB #3033 12 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP ,187'x.230' 13 PWS-005 AS REQ'D, FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP ,187'x.310' 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQ'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP <2 X FRAME) 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 ■ AS REQ'D. GLAZING SILICONE SEE GLAZING 8 SHT. 3 24 x 2 Laminated Gloss SEE GLAZING DETAILS 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 • 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 1 SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 91 ■ 1A 30 31 SM-5504 AS REQ'D. JOINT SEALANT SM-5504 32 NA AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL • • • • • • • • • •• • • • • • . • • • • • • • • • • • • • •• • • • •• • • e • • • • • •. • • • • • . •• • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • ••• • • • • • • • • • • . •• .• •• • • • •• •• •• YRODUCf REVISED 96 complying with the Florida Building Code Acceptance No 11-It (Y. L4 Bapirason Dmf.� L 1i1i74�i c)fp U H w H z MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS [UNG FLANGE FRAME IMPACT WINDO USION DETAILS & CORNER ASSEMBLY DETAILS SERIES-7700 SING W 1 as W 1 1 8 1 4 - 1 z w 1 DEPARTMENT OF REGULATORY AND ECONOMIC .RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)•reservo'Elie light to have this product or material tested for quality assurance purposes. If this product or mate.rial fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the•.41-11 may •iiiriigdiately- revoke, modify, or suspend the use of such product or material within their jurisdiction. RTt.reserves the right to. revoke this acceptance, if it is determined by Miami -Dade County Product Control Sec+iosrthat this Product oC 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 tlfe Ild4da Btjildivg, Code, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street. Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.zov/economy including the High VelocitLHurricane Zone. •• •• •••• DESCRIPTIOI : Series "3200" Outswin Aluminum Casement Window — L.M.I. .'. • .•• • • • • APPROVAL DOCUMENT: Drawing No. L3200--0801 Rev D, titled "Senes: 3'I CQttswfrIg Impact Casement • Window", sheets 1 through 07 of 07, dated 07/27/08 and last revised on NOV21, 2017, prepared by tzfaiyrfacture* signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) VS Window sizes, configuration and glass types in sheets 5 and 6. 2. See glass types in sheet 5 & 6. The monolithic lite in insulated laminated glass is oriented at exterior side and require tempered glass, if used at 30 ft above the grade 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. 14-0908.20 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 17-1212.22 Expiration Date: March 04, 2019 Approval Date: February 01, 2018 Page 1 • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA #08-1020.08) 2. Drawing No. L3200-0801, Sheets 1 through 07 of 07, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-54 • • 2) Air Infiltration Test, per FBC, TAS 202-94 • • • ' • • • •' • 3) Water Resistance Test, per FBC, TAS 202-94 •• ' • • • along with marked -up drawings and installation di g ram of 320C Vtswing aluminum casement window, X configuration, w/5/16" ann. .L.ami glgss •w/PVF; • • laminate by DuPont, Test Report No.'s HETI-08-2099A, HETI o .Q.102A; TI-08:.... 2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10/0E,' Pp:led and •See,�ed by • : • •' Candido F. Font, P.E. (Submitted under NOA #08-104.0E •• 2. Test reports on: 1) Large Missile Impact Test per 1273C, TAS 201-94 • : . • • • 2) Cyclic Wind Pressure Loading per FBC. TAS 213-94. •• along with marked -up drawings and installation diagram of a 's"2ries 32Q6• putswing aluminum casement window, X configuration, w/5/16" ann. Lauri g1 s's 'w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099B, HETI-08-2100, HETI-08- 2101,HETI-08-2102B,HETI-08-2097B,HETI-08-2103B,HETI-08-2104, HETI-08-2105, HETI-08-2106, HFTI-08-2125, and H [+;TI-08-2131B, all dated 07/ 10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 2_ Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interiayer" dated 08/25/ 1 1, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 14 k-1\ . 1_ 4 h ,4.?,.- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.22 Expiration Date: March 04, 2019 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. .• ••.. 3. Statement letter of conformance, complying with FBC-2010, date$0l/Z5/12,sigied and sealed by Thomas J. Sotos, P. E. ' . . (Submitted under previous NOA No. 12-0127.21) • 4. Statement letter of no financial interest, dated 10/01/08, signed ands'..sled bt.T'bbmas J' Sotos, P. E. • (Submitted under NOA No. 08-1020.08) '•' • •' • .• 5. Laboratory compliance letter for Test Reports No.'s IIETI-08.211194, • dated .' 07/10/08, HEETI-08-2102A, dated 07/10/08, HETI-08-2097A, Gated b7/107Q8,:HEM 1J • 08-2103A, dated 07/10/08, HETI-08-2131A, dated 07/10/08, 1'Ii-08-2b�2B, 07/10/08, HETI-08-2100, dated 07/10/08, HETI-08-2101, dated 07/10/0S,. JI `FI-08- • 2102A, dated 07/10/08, HETI-08-2102B, dated 07/10/08, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/10/08, HETI-08-2104, dated 07/10/08, HETI-08- 2105, dated 07/10/08, HETI-08-2106, dated 07/10/08, HETI-08-2125, dated 07/10/08. and HETI-08-2131B, dated 07/10/08, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window - L.M.I., approved on 03/06/14 and expiring on 03/04/19. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. L3200-0801 Rev D, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 07 of 07, dated 07/27/08 and last revised on NOV21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. Note: This revision consist of editorial changes of FBC 17 (6th Edition) code compliance. B. Test 1. None. E-2 Ishbq I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.22 Expiration Date: March 04, 2019 Approval Date: February 01, 2018 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their . • • • • • •"SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. • . . • . • Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. fortheir " p.s •• Ifol® Ultraclear, Clear, and Color PVB Interlayers" dated 01/19/17, expiringvi; 07/08/19. • .• • 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co1i1 wy (14.Q .f their • "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. . . .. .. • .. • . . .... • F. STATEMENTS • 1. Statement letter of conformance to FBC 2017 (6th Edition) and `No firietna4.i interest" dated • • 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.EE • • • • 2. Statement letter dated 01/22/18 of the editorial drawing changes issued by Lawson Inc, signed by Nelson Erazo, Senior design engineer. G. OTHER 1. This NOA revises # 14-0908.20, expiring 03/04/19. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-1212.22 Expiration Date: March 04, 2019 Approval Date: February 01, 2018 E-3 ANCHORS, (A) 3 AT FRAME HEAD CC) 3 AT FRAME SILL (D) 5 AT EA. FRAME JAMB N O (1) 12 1/2" (MA%. 0.C.) ' 1 /8 _S' (MAX. A( 1CAL 1. CORNERS) —1-(MAX ) g 10 EXT. & INT, FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 8" (MY.) 25" 0.C. (MAX.) I 37' WINDOW FRAME WIDTH "X" ELEVATION (LIMITED TO LOADS ON SHEET 5 OF 7) General Notes: SERIES-3200 OUTSWING ANCHORS \ (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL (D) 4 AT EA. FRAME JAB ANCHOR CLUSTER SEE DETAIL 94 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) (38)1 aw• •-.-, CORNER I"�� r�11: eA �es� Pr �I 30115 8" �// II `4 Dl 1 11- /' , 1 Vj h. II li• X I,\ /. \\\ NN;w - Lock Keeper oo __LCL, nr - 1 _ .«�kai of Id -span. ill I li 1 I � ) ) II� �-� 1—----_� 6" I(µO( 0 -I 4' + 4'. } 8' NMI 4' I 25. O.C. (MAX ) 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014 - 5th Edition & 2017 -8th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRED SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 8, 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. 6.) SEE SHEET #5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2" TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET # 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE "XO" ELEVATION — (OX reversed) (LIMITED TO LOADS ON SHEET 6 OF 7) CASEMENT IMPACT WINDOW Cr ANCHORS' (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL CD) 4 AT EA. FRAME JAMBI ANCHOR CLUSTER SEE DETAIL R4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) � CC � 'Ili n II , .,.- , " (4 AI" II ten :L D. wfdilT''—'- OW FRAME HEIGI- nubber Locution - 17.000[_ -J.. .i / - Lock keeper Locotio —I--- 17.875 —� _ • d —IL GI I II l) 1 1 / I v fixed Bracket i 6• INA,) 8' from end. p. at all Fixed (MroLL 4. 74' 25' 0 (MAX.) APPROVED a WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE. ANCHORS TO BE 411E SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INT❑ CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) eslt:;t :far, J. DATE ) ELEVATIONS •• • • • •. • • • • • • • OOOOO • • • • • • • • Rl4�o • •e • • • • A. Revi•ed tS !amply it/ 2003 Felt •• •• • a5225 8. Renewal and Revision to sheet S B 8 of 7 • • • * 6; .p. Revised ifs... : / 2014 IBC c� Ar-'R, • • Q .4 D. Revise: gi Compy� // 2017 Fit • • e • Nos '1E ®;' „"'F"' • N•ERAze • ° • o 12?/fie • Series: 3200 Outswing Impact Casement Window 9,`h� <' • *•_d Dw • • • R"b'z &RAZS • • GENERAL NOTES & APPROVED ELEVATIONS, XX, ( XXO or OX !1/01/17• ) Rw4Nn Gwe D S.ela Preview R.f Ns.* OreuN,p MunM: duet CASEMENT3200-08N0A-01 L3200-0801 t of 7 "XX" ELEVATION \ __ EXT. 6 INT, FALSE COLONIAL (LIMITED TO LOADS ON SHEET 6 OF 7) W/ SILICONE ANDLARE W/ AVAILABLE AS OPTIONAL. PRODUC r 9EVI6F1 s• oreplyies wit\ ibe Flest4 IlmidAsepasce No 1 (2/2-"22-. c. .uee bet 19 LA WS ON Mhv/me C•MIU (I INT 1CtT_T TRIE2S,. INC.) 8501 N.W. 90 ST. MEDLEY. FLORIDA 33166 PH No. (305) 696-8660 WNUOICTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS Part Clam Pr.M Estop, stArAle4e 1Mn Ref rena. M: Rev* e: ASSEMBLY WINDOW 3200 LCNOA 06-01 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •••• • •• •• • • • • 1/4' TAPCONS W/ 1 1/4' MIN. CONC. EMBEDMENT STUCCO (BY OTHERS) r. PERIM. CAULK NG� BY OTHERS (TYP.) EXTERIO Z EXT. GRADE PERIM. CAULKING (TYP.) STUCCO (BY OTHERS) 1 5/32' EDGE DISTANCE 0 • ® 0 INTERIOR GLASS a _. •^ 2 3/4' EDGE DISTANCE d ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP. 1/4' (MIN. EMBED.) METAL LATH ° & STUCCO (BY OTHERS) m 1/4' MAX. [SHIM SPACE EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYR) 1 5/32' EDGE DISTANCE EXTERIOR ® F i; on - aI. 0`11*-17.w 1 1/ ' MAX EXT. GRADE 1'14113' ( PERIM. CAULKING? (TYP.) �yy ,d',jY.4'rfIDr? �� 1 1/4' (MIN. EMBED.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 1112 SMS OR I/O. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) METAL LATH, STUCCO+t,-: AND EXTERIOR GRADE SHEATHING (BY OTHERS) • 12 S.M.S. or WD. SCREW W/ 1 1/4" MIN. WOOD EMBED STUCCO (BY OTHERS) 2X WOOD BUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYR) INTERIOR 2 3/41iIEDGT:129g1fNCE • • • .5 LS5 D: M: + i7 �• IC / M O ?,C \4xF DATE_—. 1..alttii • • • • x W 2X WOOD BUCK (TYP.) EXT. GRADE PERIM. CAULKING (TYP.) IX or 2X--7 • • • •,T. IPI! BUCK 0 1 5/32' EDGE DISTANCE °.V EXTERIOR • R.w1.WRNoe!), • • • • • 9L1i19,ised t• •ompN•'/ 2O 1 F9C • B. Renewal and Revision to sheet • • 5& 6of 7 C. Revised to Comply w/ 2014 FBC •• ••• • • • D. Rev4A to Comply•w/ 2017 FCC • Dawn. am •• • • • N• ERAZO Dt„• • • • tt. ERAZik RM•Me L...e D D.• •1 /O1/.7• saw L 7-ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP) 1/4' (MIN. EMBED.) 2X WOOD BUCK ANCHORED TO CONC. TO BE P.T. (TYP.) 1/4' MAX. I SHIM SPACE INTERIOR 2 3/4' EDGE DISTANCE LA WS ON (iND VS'I'12IES, INC. ) Draw Claaw • NOA /RODUC t REMO) 0 weplylq with the Raids beidio6 Cade 17,{�(Z• 22 AOCCFI •oe No Q Eaplettks. Date k. �c 1/4' MAX. [SHIM SPACE 4' BED.) 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 896-8660 YANUPACTURZR OP QUALITY ALUMINUM WINDOWS AND GLASS DOORS Pare &es ASSEMBLY Prat eee.so,, WINDOW Serw4/Ma•2 3200 Rem A.7o.,r. p LCNOA 08-01 AM*. 8 '•series: 3200 Outswing Impact Casement Window • VERTICAL CROSS —SECTIONS, DETAILS & NOTES P.em..e Ay Number: CASEMF-NT3200-08N0A-01 arra. L3200-0801 Shore 20F7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STUCCO (BY OTHERS) p TAPCON •o 1 4 ED— (MIN.1 EM .) • 0 PERIMETER CAULKING ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) PERIMETER CAULKING s IM• SPACE GLASS FIXED VENT OVERALL FRAME WIDTH AYLIGHT W EXTERIOR GLASS OPERABLE VENT INTERIOR • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE ANCHORS TO BE 412 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) OVERALL FRAME WIDTH EXTERIOR INTERIOR 1,, I"; ,�no4n7,7marlNrm ur TR OVERALL VENT WIDTH DAYLIGHT WIDTH GLASS OPERABLE VENT ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 4' MAX. .. _ .. ... .. SHIM SPACE • • v .VS 1/4' .. TAPCON 1 1 /'4•— (MIN. EMBED.) • p . •• ••• • • • STUCCO (BY OTHERS) �1/4' a. TAPCON —1 1/4"— (YIN. EMBED.) C PERIMETER CAULKING • ii'aI _term m EXTERIOR GLASS INTERIOR ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED • • • • BLDG. OFFICIAL (TYP.) • • • • • •• ➢RODUC t REVISES arOPh1K wit' the Neil* bidding Cods Mogi/s•ce No 1 - /2 f 2.2Z Up/roar Dole /•(h4 . Wave Product C. al �. M. sea is ;amply. on o sheet 4 LA W S® N • LiED N.W. 90 ST. B. Renewal and Revision to sMst 5 & 6 of 7 PH No. FLORIDA -866 75 PH No. (306) 696-6660 'f• it • �. Revised to CompH .• 2014 FOC MIMAACTUR•R OP QUALITY ALUMINUM WINDOWS AND CLASS DOORS • %• e 1 • • • • • • 4 Dn. CU. P•rl Claw Prod C.M.P*.w 8.*4./Na4.4 1Ma Ry e: BMEton • i D. Revise: L Compyaly/ 2017 F•C • • NDA ASSEMBLY WINDOW ]200 LCNOA DB-01 • " ire0. • • • N ERA2� • • 07f27/•B Series: 3200 0utswing • NaGa Y • • • 7lVio •• (YNIS'U'S'T•RIES, INC.) Impact Casement Window 'd "" %. ERA2, w '°s •°•1't%o / . • • HORIZONTAL CROSS —SECTIONS, DETAILS & NOTES R..4M.n L.w4 D 8.W Product aO Man6..: Drat*. Nen.t.r: BM * CASO1EN13200-0660A-01 L3200-0801 6OP 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) FACE CAULK BY OTHERS <TYP LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM # DWG. N0. PART N0. QUANTITY DESCRIPTION REMARKS ITEM # DWG. N0. PART N0. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 L-3001 LII-118 FRAME HEAD 6063-T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE 2 L-3002 LII-115 FRAME SILL 6063-T6 ALUMINUM 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 3 L-3002 LII-115 2 FRAME JAMB -HINGE SIDE 6063-T6 ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 4 L-3002 LII-115 2 FRAME JAMB -LATCH SIDE 6063-T6 ALUMINUM 44 SEE ELEVATION FRAME SILL CLIP SCREWS #12 X 1 1/2" PH SMS 5 L-3004 LII-119 2 VENT TOP RAIL 6063-T6 ALUMINUM 45 SM-5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT • 6 L-3004 LII-119 2 VENT BOTTOM RAIL 6063-T6 ALUMINUM 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 LII-119 2 VENT SIDE RAIL -HINGE SIDE 6063-T6 ALUMINUM 47 L-3007 LII-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3" L.) 8 L-3004 LII-119 2 VENT SIDE RAIL -LATCH SIDE 6063-T6 ALUMINUM 48 L-3009 U1-159 AS READ. GLAZING BEAD - 7/16" 6063-T5 ALUMINUM 9 L-3003 UI-116 AS REO'D. IN -POST 6063-T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SDS 10 L-3006 LII-111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063-T6 ALUMINUM (3" L.) 50 8 X POST IN -POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 11 L-3005 LII-113 AS REO'D. FIXED LATE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L.) 51 DC-899 AS REQD. GLAZING SEALANT - SIUCONE • 12 L-3010 LI1 -7708 AS READ. GLAZING BEAD - 5/16" 6063-T5 ALUMINUM WINDOW FRAME EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) STUCCO DR EXTERIOR FINISH BY OTHERS (TYP.) FRAME PERIMETER CAULK DETAIL SUBSTRATE! CONCRETE DR P.T. WOOD BY OTHERS (TYP.> 1/4' MAX. SHIM (MIN DISTANCEDGE BI,TRRNATE_A$CHQRTN ,_AT STT.T, 2X WOOD BUCK (TYP.) E BACK BE TO BE APPLIED BEHI INDOW FLANGE BY INSTALLER <TYP.) ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG, OFFICIAL (TYP,) # 12 S.M.S. or WD. SCREW W/ 1 1/4' MIN. WOOD EMBED EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP.> METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) OWOOD FRAME INSTALLATION DETAIL NOTE: SEE MULLION APPROVALS FOR '—' MULLION TYPE, SIZE AND MAX. I�1 DESIGN PRESSURE LIMITATIONS. THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR MULLION SHALL GOVERN. ,lull, ICI l� SEE ELEV. FOR SPACING DN D PERIMETER SEALANT W WINDOW FRAME MULLION ATTACHMENT DETAIL patoneC C REVISE* v ypPlyl•• wilt the Fw:4 dylp•s Cede i--1'zI2• 2 Arcie0M ce N. L BWirri•• Dem • •• • • • - -..- • •R fi�ALJR• • ited t•ompy •/ 201FB• • • 13 L-7531 L-7531 AS REDD. GLAZING BEAD BULB VINYL PVC VINYL 14 SM-5731 AS REDD. GLAZING SEALANT - SILICONE 15 L-3012 LI-110 AS REDD. WEATHERSTRIPPING - FRAME/VENT PVC VINYL 16 L-3011 LII-133 AS REQ'D. GLAZING BEAD 11/16" LAM./INSUL. 6063-T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME • 18 L-3013 8 CORNER KEY PER VENT 19 L-3013 4 X POST CORNER KEY PER IN -POST 20 8 FRAME ASSEMBLY SCREWS #10 X 1" PH SMS 21 8 VENT ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 22 2 X VENT 4 BAR 90' HINGES - STD. & H.D. 23 2 X VENT 4 BAR 45' HINGES - STD. & H.D. 24 AS READ. HINGE MOUNTING SCREWS #10 X 1/2" P.H./PHIL. B 25 1 X VENT VENT OPERATOR - DUAL or SINGLE 26 4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./PHIL. SOS 27 1/ OPER. STAINLESS STEEL "C" TRACK 28 2/ TRACK TRACK MOUNTING SCREWS #8 X 1/2" F.H./PHIL. SDS 29 1/ OPERATOR STUD BRACKET CONNECTOR 30 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2" F.H./PHIL. SDS 31 1/ VENT LOCKING HANDLE 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8" PH MS 33 1/ VENT LOCKING MULTI -POINT BAR 34 1 X LOCK POINT TIE BAR NYLON GUIDES 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1" PH./PHIL. B 36 1/ LOCK KEEPER (ST. STEEL) 37 2/ KEEPER KEEPER MOUNTING SCREWS • • 3� • 30 • L-3014 • • • • • • • • •2/ SNUBBER 4 • • • • • • B. Renewal and Revision to *hest 5 & 6 or 7 C. Revised to Comply w/ 2014 FBC } n• " • • • • • • • • • • •Draw CN.w • ; • „ • D. Revise•to Comply./ 2017 Elf • NOA .. 0v. •wow. Dy, • • "• • • • N•ERA4 • •db..d Wy: • • • • doe.• CRAZE SNUBBER SNUBBER INSTALLATION SCREWS LAWSON (iNr EJSTizTBs, INC.) ltwts s L_ '1174 Series: I 1/1, • • Prodaut !Worm** Numbs: CASEMENT3200-081.10A-01 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • 6063-T5 ALUMINUM #8 X 1/2" PH SMS 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 MANUFACTURER 0? QUALITY ALUMINUM WINDOWS AND GLASS DOORS Port Clam Rod Fete ,y: Sm e/Yod.l. Item R.Jer ne. r, Reoteloe r: ASSEMBLY WINDOW 3200 LCNOA 08-01 3200 Outswing Impact Casement Window BILL OF MATERIALS LIST AND DETAILS Pn.rty .WmMr, L3200-0801 SA.re 40F 7 5/16" LAMINATED GLASS COMPOSITION - TYPE "A" TTEM DESCRIPTION 1/8' ANNEALED GLASS 2 0,090' PVB INTERLAYER TROSIFOL PVB by Kuraroy America Inc. or Saelex PVB by Eastman Chemical Co. 3 1/8' ANNEALED GLASS DETAIL U: a34r 5/16" LAMINATED GLASS COMPOSITION - TYPE "B" ITEM DESCRIPTION DETAD. 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' PVB INTERLAYER Snflrx PVB by Eastman Chemical Co. V f Tp a310• 3 1/8' HEAT-STRENGHTENED GLASS 5/16" LAMINATED GLASS COMPOSITION - TYPE "C" ITEM DESCRIPTION 1/8' HEAT-STRENGHTENED GLASS 0.090' INTERLAYER SentryGlass Interlayer by, Kuraray Americo Inc. I/O' HEAT-STRENGHTENE➢ GLASS 4tiT nsar - DETAIL ITE 7/16" LAMINATED GLASS COMPOSITION - TYPE "D" DESCRIPTION 3/16' ANNEALED GLASS DETAIL 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. 3 3/16' ANNEALED GLASS 0460'J 11/16" LAMINATED GLASS COMPOSITION TYPE "E" ITEM DESCRIPTION 1/8' ANNEALED GLASS 0.090' PVB INTERLAYER Safirx PVB by Eastman Chemical Co. I/O' ANNEALED GLASS 4 I/1' INSULATED AIR SPACE 1/8' ANNEALED GLASS DETAIL QAr - LAMINATED GLASS TYPES Flange Flame Window Glazed wi hry : 3200 Impact Casement Window Configuration: "X" Glass Type "A" 5/16" Annealed Class Glass Type "B" 5116" H.S. Gass - PVB Glass Type "C' 5/16" HS. Gass SG. Glass Type "D" 7/16" Annealed Class Glass Type "E' 11/16" Annealed Gass 9/16 GLA ING :ITE 5/16" Laminated 9/16 GLA ING :ITE 7/16" Laminated 9/16 GLA ING BITE 11/16" Laminated/Inoulated GLAZING OPTION DETAILS COMMODITY SIZES Size Code 12 Width (In) 19.125 Height Anchors DP(+) (in) Head/Sill Jamb I- paf 26 2 2 59.0 DP(-) Psf 59.0 DP(+) Pei 70.0 DP(') 82.0 DP(*) DP(_) psi Psr 70.0 82.0 DP(+) 70.0 DP(-) Pst 73.0 DP(+) 70.0 DP(-) Psf 73.0 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 14 19.125 50.625 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 15 19.125 63 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 16 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H32 26.5 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H33 26.5 38.375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H34 26.5 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H35 26.5 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H36 26.5 74.25 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 22 37 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 23 37 38.375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 24 37 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 26 37 63 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 26 37 74.25 3 5 59.0 59.0 70.0 82.0 NOTE: WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). MODULAR SIZES 2020 24 24 2 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2030 24 36 2 3 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 2040 24 48 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2050 24 60 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2060 24 72 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2620 30 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2630 30 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2640 30 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2650 30 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2660 30 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2820 32 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2830 32 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2840 32 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2350 32 60 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 2860 32 72 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 3020 36 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3030 3040 36 36 36 48 3 3 3 4 59.0 59.0 59.0 59.0 70.0 70.0 82.0 820 70.0 70.0 82.0 82.0 70.0 70.0 73.0 73.0 70.0 70.0 73.0 73.0 3050 36 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3060 36 72 3 5 59.0 59.0 70.0 82.0 • • • .11intisiew Grob • • 01/01/17 SeMo PRODUC REVISED Wang Code LAWSON MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 MANUFACTURAR OF own,' ALUMINUM WINDOWS AND CLASS DOORS Pori Mow ASSEMBLY Prod Oalogrone WINDOW 3200 teries: 3200 Outswing Impact Casement Window • GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS L3200-0801 SArot 5/16" LAMINATED GLASS COMPOSITION - TYPE "A" ITEM DESCRIPTION 1/8' ANNEALED GLASS 0090' PVB INTERLAYER TROSIFOL PVB by K"roray Americo Inc. Sofle" PVB by Eastman Chemkat Co. 1/8' ANNEALED GLASS DETAIL t 1 CY 0.940. 5/16" LAMINATED GLASS COMPOSITION - TYPE "B" ITEM DESCRIPTION 1/8' HEAT-STRENGHTENE➢ GLASS 0.090' PVB INTERLAYER Softer PVB by fastmon Chemical Co. I/O' MEAT-STRENGHTENED GLASS DETAIL 5/18" LAMINATED GLASS COMPOSITION - TYPE "C" ITEM DESCRIPTION DETAIL 1 1/8' HEAT-STRENGHIENED GLASS 2 0.090' INTERLAYER SentryGloss me layer by, Kennry Americanc. t .7[@•� _ _ _ _._'_ _ _'_ 1 0a4o- 3 1/8' NEAT-S7RENGHTENED GLASS ITEM 7/16" LAMINATED GLASS COMPOSITION - TYPE "D" I87' AEU DESCRIPTION 3/16' ANNEALED GLASS 0.090' PVB INTERLAYER Soflex PVB by Eastman Chemical Co. 3/16' ANNEALED GLASS DETAIL 11/16" LAMINATED GLASS COMPOSITION TYPE "E" ITEM DESCRIPTION 1/8' ANNEALED GLASS 3 4 0.090' PVB INTERLAYER Scales PVB by Eastman Chemical Co. 1/8' ANNEALED GLASS 1/4' INSULATED AIR SPACE 1/8' ANNEALED GLASS DETAIL LAMINATED GLASS TYPES 9/16' GLA ING BITE 5/18 Laminated 9/16 GLA ING -ITE 7/16" Laminated Flange Frame Window Glazed with';' 3200 Impact Casement Window Configuration: "XX"t "XO" or "QX" Glass Type "A" 5/16" Annealed Class Glass Type "B" 5/16" HS. Gass -PVB Glass Type "C' 5/16" H.S. Glass -SIP cn W N Inn 0 2 2 O C) Size Code 22. Width (in) 37 Height (in) 26 Anchors Head/Sill 4 Jamb 2 CP(+) PSr 70.0 DP(-) Psf 70.0 DP`+) psf 70.0 _FPOO 73.0 DP(+)_ _. cP(-)_._ Psf Eel 70.0 820 Glass Type "Dd' 7/16" Annealed Class CP(+)._....... cP(-) ,.. Psf 70.0 73.0 Glass Type "E' 11/16" Annealed Cass 70.0 73.0 23 37 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 24 37 50.625 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 25 37 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 32 53.125 26 4 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 33 53.125 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 34 53.125 50.625 4 4 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 35 53.125 63 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 D22 74 26 6 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 D23 74 38.375 6 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 D24 74 50.625 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 D25 74 63 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 9/16 GLA ING BITE 11/16" Laminated/Insulated GLAZING OPTION DETAILS NOTE: WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft. IN THE HVHZ• THE 1.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). MODULAR SIZES 3020 36 24 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 3030 36 36 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 3040 36 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 3050 36 60 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 4020 48 24 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70,0 73.0 4030 48 36 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 4050 48 60 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 5020 6 24 5 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 5030 60 36 5 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 5040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 5050 60 60 5 4 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 6020 72 24 6 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 6030 72 36 6 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6040 72 48 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6050 72 60 6 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 OF • • • • A. Revised to Comply w/ 2010 FBC B. Renewal and Revision to sheet 5 & 6 of 7 • se esesplyies with the Itlastik IsoNNINg Coos hatuse Woe trethia 02 k. LAWSON MEDLEY. FLORIDA 33166 PH No. (305) 696-8660 MANUFACTURER Of QUALITY ALUMINUM IIIKDOWS AND CLASS DOORS Ord• Caw Pare Chum ASSEMBLY Prod WINDOW 17/66/05, N. DRAZO Dab IWO.* 11/01/17 leries: 3200 Outswing Impact Casement Window %LOS & DP CHARTS AND GLAZING DETAILS FOR "XX- OX-X0` UNITS Snristos Level: I.sroduet Ad*. a* llwankr, • • • • 1 5 - 218 HEAD O FRAME IN -POST L-3003 6063-T6 ALUMINUM RAIL 1.435 if 062 4 4„ 4" pA55_E IOY XS 1FtEW5 iiJ "T RAIL ASSEMBLY SCREWS «' - /10 X 1 1/4' P.H./PHIL. SMS ,e 2.250 OFRAME L-3001P.H./ 6063-T6 ALUMINUM 0.062 062 NIL SMS VENT RAIL 2.312 0.062 ems— I_} _f 062 62 - L !lam= 'A 1`"Amp, �� a.�. _. _ ta i-71 1.11 2.39 ANCHUR CLUSTER m R 1 L 1. I H ( EAD SILL TYPICAL) FRAME JAMB 1 VENT JAMB 4 INPOST ANCHOR m DETAIL FRAME CORNER DETAIL m VENT RAIL CORNER DETAIL, 41 .500 21 © 0 0 0 0 0 0 FRAME IMPOST 1.875 VENT RAIL 0062 L-3004 SEE MULLION MULLION APPROVALS FOR TYPE, SIZE AND MAX. 2.250 FRAME SILL / JAMB L-3002 6063-T6 ALUMINUM •�-.062 �.os2 2. 02 o.o6z 6063-T6 ALUMINUM ` NOTE: CASEMENT DESIGN THE PRESSURE LIMITATIONS, LOWER PRESSURES OF FIXED, WINDOW OR MULL SHALL GOVERN 1/4' MAX. SHIM # 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING • FRAME SILL 11 I 2.399 1 �_ ��I I O— 0.688 �r ` I 1. ALL STEEL IN CONTACT WITH -/�•_� FRAME SHEAR PLATE L-3007 .4.9 LvuIm,mI_. �` ALUM. TO BE PAINTED OR PLATED. i .STEEL OR ALUM. 1/8" MIN. THICK) A) STEEL Fy = 36 KSI MIN. 8) ALUMINUM : 6063-T5 MIN. p p ASSEMBLY XCREW/S, T ,r1215—+ ALUMINUM 38 L-3014FRAME 6063-T-TS I D.120� SNUBBER ALUMINUM 1.231 6063-T5 ALUMINUM ___,�� • P.H./PHIL. PERIMETER WINDOW FRAME 3B SMS FRAME IMPOST DETAIL SEALANT METAL STRUCTURE ATTACHMENT DETAIL & SASH CORNER ASSEMBLY DETAILS 0.377 � 10 FRAME SILL ANCHOR CLIP L-3008 6063-T6 ALUMINUM 0.180�� 'r r0.094 -1 .094 11 /M®OOU[f4CVlBEY r •••1 kidding Aseepiaase Ns R Or Bee ' ,I ? ?� •• ••• • • • • • • • • •• I • ♦�y' SL1. `. _Lt.. St-- • • • •s7•c'p•y�p/••rYCoMwI • • • • g70 FIXED LITE MOUNTING BRACKET L-3006 6063-T6 ALUMINUM I 0.0701 L I --1.478 2.794 12 GLAZING 5/18' L-3010 6063-T5 BEAD Laminated or L-7708 ALUMINUM �'0.050 16 11 L-3011 6063-T5 0.915 GLAZING BEAD 18° Insulated Laminated / / or LB-133 ALUMINUM 4' O 0. 1 ►._ GLAZING HEAD• 7/18' Laminated L-3009 or LII-159 6083-T5 ALUMINUM '050 0.266 aD PROI?SB '- FL P ',- '. �' rl(� _•' DATE • • 'r 4), s8501 p25 •�.k M • •• •a •7 j"• �� '•jw. OF i4,s� Q. : .c.: •1. 1�: V��~ •S,`• oy'+ 7� • / • • • • Fe+w•°e.e • • Comply A. Revised to 2010 FBC // VI'"/ �/ T'� �q Ts ® %\ % N.W. 90 ST. MEDLEY, FLORIDA 33166 B. Renewal and Revision to cheer 5 & 6 of 7 (INV I' D 'i2IE S , IN C . ) PH No. (305) 696-6660 •4 Revised to•C•npll•�' 0014 FBC • S. • MANUFACTURER Of QUALM ALUMINUM ENDOWS AND CLASS DOORS • • • • • •O. Rooked 4p•Compy »' 2017 FBO. • • pa M. Part Cb.& Rae C.4po.y, a.r/../Y.eH IM1,,. Fal /: R°NMn, /: �� A50Et18LY WINDOW 3200 LCNOA 08-01 1ws.N • • • • • ai. moo. • . • •o/s/00 • Series: 3200 Outswing Impact . Casement Window • EXTRUSION CROSS -SECTIONS, & ASSEMBLY DETAILS 0.801 0.391 *wet The • • N. RRAZ0 F.N R.�. A 11/01/17 0.050 10.688 0.115 �, 0.61�-7 0.688� R.awon w.t' D F..w: Produce Fq..ner w,a.,, D..wro M000 .: SA.. CJSEMENT3200-08N0A-01 1 L3200-0801 7 OP 7 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Protititf Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dada County) rest rv. the right • • to have this product or material tested for quality assurance purposes. If this projp •or martggig fails tQ • perform in the accepted manner, the manufacturer will incur the expense of such.tIfpg and the AHJ may immediately revoke, modify, or suspend the use of such product or material within.their jurisdiction. REB reserves the right to revoke this acceptance, if it is determined by Miami -Dade Oamty Product t ontrod• •• • • • Section that this product or material fails to meet the requirements of the applicable bOMldnng co¢e„ • • • This product is approved as described herein, and has been designed to comply Vitf'the Florfdat Building MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street. Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • •••• DESCRIPTIONCClipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforce ►thr—.L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum u158 Mbllions,"Slleefs 1 • through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ---- LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-1212.24 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 Manuel Perez, P.E. Code, including the Hi h Veloci Hurricane Zone.- MIAMI•DADE COUNTY APPROVED • • NOA No. 18-0529.03 �. Expiration Date: May 30, 2023 Approval Date: June 14, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision D dated 11/21/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS • • • • 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prgivred 1 y Ittalricane • Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated'09/16/0;'tested ' • per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E., • • • (Submitted under NOA No. 02-0501.05) • • • • • 2. Test report on: 1) Uniform Static Air Pressure Test, Loading pert BC, TAbt'1 f2-94 along with marked -up drawings and installation diagram of 1211: San alutniarna tube mullions with C4 x 4.5 steel channel reinforcement, prepared lZyakicane• •; • Engineering & Testing, Inc., Test Report No. HETI-02-1714, i1athd338/27IO2, signed and sealed by Rafael E. Droz-Seda, P.E. • • • • •• • (Submitted under NOA No. 02-0501.05) •• ' • • • • • •• • 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 120" span aluminum tube mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 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 sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading 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 Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) •• Manuel Perez, Product Control Exa NOA No. 18-05 Expiration Date: May 30, 2023 Approval Date: June 14, 2018 E-1 • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fix id window on top, prepared by Fenestration Testing Laboratory, Inc., Test Re • •.Ifc rt No•. ?FL-1383', dated 02/13/96, signed and sealed by Gilbert Diamond, P.E. •• •• ...• (Submitted under NOA No. 95-1212.09) • . . C. CALCULATIONS • • • • • • 1. Anchor verification calculations and structural analysis, comprymg with Falc7010, prepared by manufacturer, dated 05/17/10 and updated on 01/24/.Z.prepared• signed • • • and sealed by Thomas J. Sotos, P.E. . (Submitted under NOA No.12-0127.07) • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS aVr 1. Statement letter of conformance, complying with the FBC 6th Edition (2017), and of no financial interest, dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 3. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 02-0501.05) Manuel P P.E. Product Control xa iner NOA No. 1 29.03 Expiration Date: May 30, 2023 Approval Date: June 14, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Reports No.: FTL-3619, FTL-3620, FTL-3621, FTL-3622, FTL-3623, FTL-3624, FTL-3625, FTL-3626, FTL-3627, all dated 11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0128.06) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo. • • G. OTHERS • "" • . . . 1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industr 1•pc. for the it • • Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel R i,Tifoxcement : . • L.M.I.", approved on 04/13/17 and expiring on 05/30/18. • • • •• • 2. One year approval, subjected to successful verification test. •' • • • . . .. . . . • • ..• .. • • • • • . . •.. . • . . 2. NEW EVIDENCE SUBMITTED •• •. ••. A. DRAWINGS • • • •• •••• 1. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 108-1/2" span aluminum 2" x 4"tube mullion with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6036, dated 05/04/18, 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 108-1/2" span aluminum 2" x 4"tube mullions with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda, P.E. Manuel Pere Product Control E NOA No. 18- Expiration Date: May 30, 2023 Approval Date: June 14, 2018 E-3 • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" horizontal span and 74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6038, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. 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 120" horizontal' spas and 74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel' reinforcement, prepared by Hurricane Engineering & Testing, jpg„•Test Rtacurl No. • • HETI-18-6040, dated 05/22/18, signed and sealed by Rafael Fy,.Dioz-Seda, P.E. .... •. • C. CALCULATIONS • • • • . • 1. Anchor verification calculations and structural analysis, comprj• n with I BC �Lh Edition (2017), prepared by manufacturer, dated 05/24/18, signal.aud sealed by . • • Thomas J. Sotos, P.E. . . . D. QUALITY ASSURANCE .. ' ••.•'• ' 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 02/01/18 and expiring on 05/30/18. Manuel ' erea, Product Control Ex - r NOA No. 1: 1 03 Expiration Date: May i, 2023 Approval Date: June 14, 2018 E-4 • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •. •• • •• •• •• • • • • • • • •• • • • • • ANCHOR/CLIP GLAZING PRODUCT ANCHOR/CLIP [HORIZONTAL MULLION jII d p • • • :3 • GLAZING PRODUCT , VERTICAL MULLION GLAZING ; PRODUCT ANCHOR/CLI VERTICAL � r MULLION MULLION GLAZING PRODUCT W1 W2 W3 MULLION SPAN WIDTH (W) _ wl + W2 + W3 2 WIDTH (W) _ w1 + w2 2 • • • • • • • • • •• • • • • • N + N 3 • • • •I •• • S 0 ANCHOR/CLIP HORIZONTAL MULLION ,-- GLAZING- PRODUCT �I a • NCHOF:/CLIP • •.: • •• ii,1P ZONTAL MULLION GLAZING PRODUCT o�o O N 0j C 0 0 T MULLION SPAN VERTICAL MULLION W2 MULLION SPAN WIDTH (W) = WI + W2 2 TYPICAL MULLION ARRANGEMENTS 3 N II 0 II 2 0 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE COUNTY APPROVED IMPACT AND NON —IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 3. MULUONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS PRODUCT REVISED as complying with the Florida Building Code Acceptance No 8. OS . �... 0 E r' tion Date ..•f��la By Mi• Dade Product ci) U z H U) H a z ALUMINUM GENERAL NOTES 1 1 1 1 1 0 he FBC-2010 8 0 is • 1 1 y ,�Q'• yi%y44i•. 2 xi • • ••• • • • ••• •• •• • •• • •• •• • • • • • •• • •• •• • • • •• • • •• •••• •• • • •• • • •• •• • • •• •• • • • • • • • •• • • ••• .156 TYP. I.690 1.405 3.000 4.500 2X MULLION CUP 6063-T6 NOTCH OPTIONAL .750 - 2.000 .125- 2.000 L 2.250 4.500 1X MULLION CLIP 6063-T6 .125 MIN, G--2.000--a NOTCH OPTIONAL ANGLE CLIP 6063-T6 4.000 6.000 LS2 X 6 TD. TUBE MULLION l-- 2.000 --1 I MO 117 2.000 • • • • • • • • • • • • TIFICA• • • INY11)011 FIOME• • • • • • • • • • STANDARD TUBULAR SHAPES TYP. WALL - .125" ALL ALLOY - 6063-T6 TYPICAL GLAZING PRODUCT 3.000 4.000-- 0 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CLIP LENGTH MULL "L" 1 X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. • • • • •• •• • • • • • • •• • .198 • 1- .125 4.000 1,062 1 X 4 CUSTOM MULLION 6063-T6 Ixx: 2.070 in'. Sxx: 1.035 in3 (FLANGE FRAME) ---- 1.500 ---- .115 3.000 1.732 3.062 L1.000--1 -1.188 1 X 3 CUSTOM MULLION 6063-76 Ixx: 1.000 in'. Sxx: 0.667 in3 (FIN FRAME) 3.000 I I .1565- .102- 1.062 1 X 3 CUSTOM MULLION 6083-T6 Ixx: 0.950 in4 Sxx: 0.633 in3 (FLANGE FRAME) --1.500 -- .115 2.000 1.732 2.062 �T I I-1.000 -I ��� 1.188 1 X 2 CUSTOM MULLION 6063-76 Ixx: 0.370 in'. Sxx: 0.370 in! (FIN FRAME) .156- .078 1.062 1 X 2 CUSTOM MULLION 6063-T6 Ixx: 0.330 in'. Sxx: 0.330 ill! (FLANGE FRAME) 6.000 2.000 --y -.124 2 X 6 STD. TUBE MULLION 6063-T6 lox: 8.280 in'. Sox: 2.760 in3 4.000 -.125 2 X 4 STD. TUBE MULLION 6063-T6 lxx: 2.980 in4 Sxx: 1.490 in3 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP STEP STEP STEP STEP STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. 2'USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. 4 SPECIFY MAXIMUM SHIM SPACING, USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. r000-j 1.125 4.000 X 4 STD. TUBE MULLION 6063-T6 Ixx: 2.070 in.! Sox: 1.035 in3 YI<UOUCT REVISED as complying with the Florida Build rig Coda Acco7 6u,cr 1 Expiration Ode r1.0001 By `.125Miam 3.000 1 X 3 STS7. TlRFIL ION 6063-76 Ixx: 0.950 in4 Sxx: 0.633 in3 °duct r 2.000 L r' ,000 } .125 1 X 2 STD. TUBE MULLION 6063-T6 Ixx: 0.330 in4 Sxx: 0.330 in3 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES' 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. cip U N z 0 1 1 1 1 1 nno a3 68 z 1 i 1 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • .•• • • • • • • • TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS I Width (w) MULL SPAN 1 X 2 1 X 3 1 X 4 2 X 4 2 J( 6 Width (w) MULL AN 1 X•2 1.X 3 1 X 4 2 X 4 2 X 6 Width (w) MULL SPAN 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 LUMINUM WINDOWS AND CLASS DOORS Dare 04 njlo ALUMINUM TUBE MULLIONS o6/eia/18 UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTE E rale: reset Ne! Nawr. °^erW Number:LAW—ML—IODI 3 OR 10 AewMe. et 18 125.0 125.0 125.0 125.0 •1 5i) • • 18 • • • • 284a • 8165 125.0 125.0 125.0 ' 18 - 19.3 42.1 60.5 125.0 24 125.0 125.0 125.0 125.0 •125b ' • 2? • • • 0 21I A1.1 133.2 125.0 125.0 24 - - 31.5 45.4 126.2 30 123.0 125.0 125.0 125.0 7.125j1 • 130 •: • . 17 : 481 106.5 125.0 125.0 30 - - 25.2 36.3 100.9 36 102.5 125.0 125.0 125.0 1/55.0 • • 36 • • • • • •-• • 40.7 88.8 127.8 125.0 36 - - 21.0 30.3 84.1 42 87.9 125.0 125.0 125.0 125.0 42 - 34.9 76.1 109.5 125.0 42 - - 18.0 25.9 72.1 48 38- 3/8" 76.9 125.0 125.0 125.0 125.0 48 74-1/4" - 30.6 66.6 95.8 125.0 48 120" - - 15.8 22.7 63.1 54 68.3 137.6 125.0 125.0 125.0• 5i = 59.2 85.2 125.0 54 - - - 20.2 56.1 60 61.5 123.9 125.0 125.0 1254) • • • 60 • • • • • • • ,• • - • • •27.2 24.4 53.3 76.7 144.2 60 - - - 18.2 50.5 66 55.9 112.6 125.0 125.0 125.0• :tit : • : • - • 48.4 69.7 131.1 66 - - - 16.5 45.9 72 51.3 103.2 125.0 125.0 125.0 • • • 7i 4 • • • • • - •22.2 •20.4 44.4 63.9 120.2 72 - - - 15.1 42.1 78 47.3 95.3 125.0 125.0 12541• • 781 • • • • • • • • • 18.8 41.0 59.0 110.9 78 - - - - 38.8 18 89.3 125.0 125.0 125.0 125.0 18 - 56.3 122.6 125.0 125.0 18 - - 31.6 45.5 126.4 24 67.0 125.0 125.0 125.0 125.0 24 - 42.2 92.0 132.4 125.0 24 - - 23.7 34.1 94.8 30 53.6 142.3 125.0 125.0 125.0 30 - 33.8 73.6 105.9 125.0 30 - - 19.0 27.3 75.8 36 44.6 118.6 125.0 125.0 125.0 36 - 28.1 61.3 88.3 ' 125.0 36 - - 15.8 22.7 63.2 42 38.3 101.7 125.0 125.0 125.0 42 - 24.1 52.6 75.7 125.0 42 - - - 19.5 54.2 48 50-5/8" 33.5 89.0 145.4 125.0 125.0 48 84" - 21.1 46.0 66.2 140.8 48 132" - - - 17.1 47.4 54 29.8 79.1 129.2 125.0 125.0 54 - 18.8 40.9. 58.8 125.2 54 - - - 15.2 42.1 60 26.8 71.2 116.3 . 125.0 125.0 . 60 - 16.9 36.8 53.0 112.7 60 - - - - 37.9 66 24.4 64.7 105.7 125.0 125.0 66 - 15.3 33.4 48.1 102.4 66 - - - - 34.5 72 22.3 59.3 96.9 139.5 125.0 72 - - 30.7 44.1 93.9 72 - - - - 31.6 78 20.6 54.7 89.5 128.8 125.0 78 - - 28.3 40.7 86.7 78 - - - - 29.2 18 62.6 125.0 125.0 125.0 125.0 18 - 37.7 82.1 118.3 125.0 18 - - 24.3 35.0 • 97.4 24 46.9 135.1 125.0 125.0 125.0 24 - 28.3 61.6 88.7 125.0 24 - - 18.3 26.3 73.0 30 37.5 108.1 125.0 125.0 125.0 30 - 22.6 49.3 71.0 125.0 30 - - - 21.0 58.4 36 31.3 90.1 125.0 125.0 125.0 36 - 18.8 41.1 59' 1 143.8 36 - - - 17.5 48.7 42 26.8 77.2 131.1 125.0 125.0 42 - 16.2 35.2 50.7 123.2 • 42 - - - 15.0 41.7 48 57" 23.5 67.5 114.7 125.0 125.0 48 96" - - 30.8 44.3 107.8 48 144" - - - - 36.5 54 20.9 60.0 101.9 146.8 125.0 54 - - ' 27.4 39.4 95.8 54 - - - - 32.5 60 18.8 54.0 91.7 132.1 125.0 60 - - 24.6 35.5 86.3 60 - - - - 29.2 86 17.1 49.1 83.4 120.1 125.0 66 - - 22.4 32.3 78.4 66 - - - - 26.6 72 15.6 45.0 76.5 110.1 125.0 72 - - 20.5 29.6 71.9 72 - - - - 24.3 eelrien Naas 'A' - No Change this sheet 'B' - Revised dote For the FBC-2014 C. Complionce w/ FBC 5tn Edition (2014 D. Compliance w/ MC 6th Edition (2017 E. DP Loads copped of 125psf 78 - 41.6 70.6 101.6 125.0 78 - - 19.0 27.3 66.3 78 - - - - 22.5 18 46.3 133.4 125.0 125.0 125.0 18 - 26.5 57.7 83.1 125.0 18 - - - 31.0 86.1 24 34.8 100.0 125.0 125.0 125.0 24 - 19.9 43.3 62.3 125.0 24 - - - 23.3 64.6 30 27.8 80.0 125.0 125.0 125.0 30 - 15.9 34.6 49.8 136.3 30 - - - 18.6 51.7 36 23.2 66.7 125.2 125.0 125.0 36 - - 28.8 41.5 113.6 36 - - - ' 15.5 43.1 42 19.9 57.2 107.3 125.0 125.0 42 - - 24.7 35.6 97.4 42 - - - - 36.9 48 63" 17.4 50.0 93.9 135.1 125.0 48 108" - - 21.6 31.1 85.2 48 150" - - - - 32.3 $ o 64 15.4 44.5 83.4 120.1 125.0 54 - - 19.2 27.7 75.7 54 - - - - 28.7 60 - 40.0 75.1 108.1 125.0 60 - - 17.3 24.9 68.1 60 - - - - 25.8 = Z 66 - 36.4 68.3 98.3 .125.0 66 - - 15.7 22.7 62.0 66 - - - - 23.5 72 - 33.3 62.6 90.1 125.0 72 - - - 20.8 56.8 72 - - - - 21.5 °� 78 - 30.8 57.8 83.2 125.0 78 - - - 19.2 52.4 78 - - - - 19.9 J J 1 -HORIZONTAL MULUON %,'„"th„ ,,, .' -- `` TYPICAL MULLION ARRANGEMENTS i.• ,, � FvERncaL MULLION PRODUCT 3 ARCHES TO BE INSCRIBED Is ••'O.'S �.,,,,,,,y�, :_nZ�aO� INSIDE RECTANGULAR SHAPE 0 A.. . GLAZING PRODUCT GLAZING PRODUCT MULLION ZZ N GLAZING GLAZING cij NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCTREVISED VERTICALLY OR HORIZONTALLY. a complying with the Florida Building Code bL' cc ,`��7J p- a,n. N yq'M`•F M a: "�• sg° d U C. O��t. 0 PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) Acceptance No IV' E. ' tion Date = tal 1- cay • WIDTH (W) W1 W2 = 2 Mi de Product of MULLION SPAN I a • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • 11 • • • • • • • • • • • • • 156 TYP. 1.690 1.405 3.000 'L 4.500 2X MULLION CLIP 6063-T6 NOTCH 'L OPTIONAL 1 2.000 .125 - .750 - r T 2.000 L 2.250 4.500 I MULLION CLIP 6063-T6 NOTCH OPTIONAL II .125 MIN. I1 2.000 ANGLE CLIP 6063-T6 4.000 0 • VA' R&Otani 0 • • • • •• • • • • • •• 6.000 2 X 6 STD TUBE MULLION 3.000 L r.125 T • • • • • • 4.000 • • •• •• T'IC41- • • • • •10D01, F(9.ME• • • • • • • •• • • • %El STANDARD TUBULAR SHAPES TYP. WALL - .125" ALL ALLOY 6063-16 TYPICAL GLAZING PRODUCT 4.000 1.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CLIP LENGTH MULL "L" 1 X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. •I.30'2 LL 1.062 1 X 4 CUSTOM MULLION 6063-T6 Ixx: 4.709 in4. Sox: 2.355 (FLANGE FRAME) 125 1 X 4 STD. TUBE MULLION 6063-T6. Ixx: 4.709 in' Sxx: 2.355 in! 312 r .062 r .125 3.000 3.000 A 156 II ,102�� Iff--1.062 1 X 3 CUSTOM MULLION 6063-T6 Ixx: 2.168 in! Sxx: 1.445 in3 (FLANGE FRAME) .I25 1 X 3 STD. TUBE MULLION 6063-T6 Ixx: 2.168 in'. Sxx: 1.445 1.500 .115 3.000 U 8,4 1.732 3.062 1--1.000 +7 1.188 1 X 3 CUSTOM MULLION 6063-T6 Ixx: 2.218 in! Sxx: 1.479 (FIN FRAME) 2 X 6 STD. TUBE MULLION 6063-T6 Ixx:19.648 in'. Sxx: 6.549 in! 2 X 4 STD. TUBE MULLION 6063-T6 ha: 7.649 in! Sox: 3.825 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REOUIRED FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP . APUSEPROVAL. CONNECTION TO MULLION AS PER PRODUCT STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE STEP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS STEP 6 ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. PRODUCT REVISED ea complying with the Florida Building Code Acceptance No J$' Expiration Date Ay %ilam ode RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES' 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR . HORIZONTALLY, 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. 7O23 O 7 CLASS DOORS ANUFACTURER OF QUALITY ALUMINUM WINDOWS AND ALUMINUM TUBE 1 1 1 0 ai 0 4 0 0 3 Sna 1 1 0 ai 1 • • •. • •• •• • • • • • •• • . • • • . • • • • • • • • • • • • • •• •• • • • •• • • • • ••• • • •• • • • • • • • • • • .•• STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width (w) 18 24 30 36 42 48 64 60 66 72 78 MULL SPAN 38- 3/8" 1 X 3 125.0 125.0 125.0 125.0 1 X 4 125.0 125.0 125.0 125.0 2X4 125.0 125.0 125.0 125.0 2X6 125.0 125.0 125.0 125.0 Wihdth (w) • i8 • • 14 • i •36 • • MULL SP/JI • •• • • • •• • • • • • • • 1 I 3 4254 1Xi 1 il61t11 2X4 •12580 2X6 125.0 Width (w) 18 11 • 125 1 12540 •15.0 412541 125.0 125.0 24 30 125.0 125.0 125.0 125.0 42 125.0 125.0 125.0 125.0 48 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 54� i0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 66• • '72 • 125.0 125.0 125.0 125.0 7d• 74-1/4" • • • • • • l • • • • 1 • • • • • • • • • • • 125e• 1,5.0 125.0 36 79.7 125.0 125.0 125.0 42 69.7 125.0 125.0 125.0 48 i;0 45.8. a jyp.6 • 121.2• •j25.0 125.0 125.0 125.0 54 60 5, f10.1 • 101.0 ▪ ,25,0 d25.0 125.0 125.0 66 72 12.96 •y.12 • • 125.0 125.0 78 MULL SPAN 120" 1 X 3 44.0 1 X 4 95.7 2X4 125.0 2X6 125.0 33.0 71.8 116.6 125.0 26.4 57.4 93.2 125.0 22.0 47.8 77.7 125.0 18.9 41.0 66.6 125.0 16.5 35.9 58.3 149.7 31.9 51.8 133.1 28.7 46.6 119.8 26.1 42.4 108.9 23.9 38.9 99.8 22.1 35.9 92.1 18 24 30 36 42 48 54 60 66 72 78 50-518" 125.0 125.0 125.0 125.0 18 125.0 125.0 125.0 125.0 24 125.0 125.0 125.0 125.0 30 125.0 125.0 125.0 125.0 36 125.0 125.0 125.0 125.0 42 125.0 125.0 125.0 125.0 48 125.0 125.0 125.0 125.0 54 125.0 125.0 125.0 125.0 60 147.7 125.0 125.0 125,0 66 135.3 125.0 125.0 125.0 72 124.9 125.0 125.0 125.0 78 84" 128.4 125.0 125.0 125.0 18 96.3 125.0 125.0 125.0 24 77.1 125.0 125.0 125.0 30 64.2 139.5 125.0 125.0 36 55.0 119.5 125.0 125.0 42 48.2 104.6 125.0 125.0 48 42.8 93.0 125.0 125.0 64 38.5 83.7 135.9 125.0 60 35.0 76.1 123.6 125.0 66 32.1 69.7 113.3 125.0 72 29.6 64.4 .. 104.6 125.0 78 132" 33.1 71.9 116.8 125.0 24.8 53.9 87.6 125.0 19.9 43.1 70.1 125.0 16.5 35.9 58.4 125.0 30.8 50.0 128.5 27.0 43.8 112.5 24.0 38.9 100.0 21.6 35.0 90.0 19.6 31.8 81.8 18.0 29.2 75.0 26.9 69.2 18 24 30 36 42 48 54 60 66 72 78 57" 125.0 125.0 125.0 125.0 18 125.0 125.0 125.0 125.0 24 125.0 125.0 125.0 125.0 30 125.0 125.0 125.0 125.0 36 125.0 125.0 125.0 125.0 42 125.0 125.0 125.0 125.0 48 137.0 125.0 125.0 125.0 64 123.3 125.0 125.0 125.0 60 112.1 125.0 125.0 125.0 66 102.8 125.0 125.0 125.0 72 94.8 125.0 125.0 125.0 78 96" 86.0 125.0 125.0 125.0 18 64.5 140.1 125.0 125.0 24 51.6 112.1 125.0 125.0 30 43.0 93.4 125.0 125.0 36 36.9 80.1 130.1 125.0 42 32.3 70.1 113.8 125.0 : 48 28.7 62.3 101.2 125.0. 54 25.8 56.1 91.1 125.0 60 23.5 51.0 82.8 125.0 66 21.5 46.7 75.9 125.0 72 19.9 43.1 70.0 125.0 78 144" 25.5 55.4 89.9 125.0 19.1 41.5 67.5 125.0 15.3 33.2 54.0 138.6 27.7 45.0 115.5 23.7 38.5 99.0 20.8 33.7 86.6 18.5 30.0 77.0 16.6 27.0 69.3 15.1 24.5 83.0 22.5 57.8 20.8 53.3 18 24 30 36 42 48 54 60 66 72 78 63" 125.0 125.0 125.0 125.0 18 125.0 125.0 125.0 125.0 24 125.0 125.0 125.0 125.0 30 125.0 125.0 125.0 125.0 36 130.5 125.0 125.0 125.0 42 114.2 125.0 125.0 125.0 48 101.5 125.0 125.0 125.0 54 91.3 125.0 125.0 125.0 60 83.0 125.0 125.0 125.0 66 76.1 142.4 125.0 125.0 72 70.2 131.4 125.0 125.0 VERTICAL MULLION MULLION GLAZING GLAZING PRODUCT PRODUCT W1 W2 Z 0 78 108" 60.4 131.2 125.0 125.0 18 45.3 98.4 125.0 125.0 24 36.3 78.7 127.9 125.0 30 30.2 65.6 106.6 125.0 36 25.9 56.2 91.4 125.0 42 22.7 49.2 79.9 125.0 48 20.1 43.7 71.1 125.0 64 18.1 39.4 64.0 125.0 60 16.5 35.8 58.1 147.0 66 15.1 32.8 53.3 134.8 72 30.3 49.2 124.4 78 22.6 49.0 79.6 125.0 16.9 36.7 59.7 125.0 29.4 47.7 122.6 24.5 39.8 102.2 21.0 34.1 87.6 18.4 29.8 76.6 16.3 26.5 68.1 23.9 61.3 21.7 55.7 19.9 51.1 18.4 47.2 co ci] MANUFACTURER OF QUALITY ALUMINUM ree cn ce CAI CO re rz 1 1 HORIZONTAL MULLION ' :-CLAZ NG -- PRODUCT 3 GLAZING PRODUCT GLAZING PRODUCT N MULLION SPAN TYPICAL MULLION ARRANGEMENTS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) PRODUCF REVISED us complying with the Florida Building C,ode Acceptanne No W- Mi • • •• •• • • • • • • • • • • ••• • • • • •• • •• • • •• •• •• • • • ••• •• • •• • •• • • • • •• • • • • • • 1 1/4" MIN EDGE DIST. 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 2 PER CLIP (1 ON EACH WING) •'1111 III/'ll I L 3/4" MIN. EDGE DIST. ALTERNATE ANCHOR LOCATION 2 8Y WOOD BUCK 5/16" TAPCONS 1-1/2" MIN•WOOD Pe4ETRATION • • 6 PEj ANGLE \ Z MIN. EDGE DIST. 2-3/16" CONCRETE OR • • • • 4' OLtLOW at CK • • • • M•1 • s • 3.i4� O �■r• •• ••• • • • • • • 1X FLOATING CLIP 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 1 PER ANGL II I Nl 2 BY WOOD BUCK 2 X 2 X 1/8" ALUM ANGLE ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD • • •• • • •• • • • • • • X 2•ANGLEX•e"•• ALUM ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1 1/4" MIN. EIGE DI T. 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 4 PER CLIP (2 ON EACH WING) 2 BY W000 BUCK 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 2 PER ANGLE FLOATING CLIP ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 2 X 2 X 1/8" ALUM ANGLE 5/16" TAPCONS 1-3/ 4' MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) lani 1 BY WOOD BUCK ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLO K 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE z 5 IX FLOATING CUP ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1 "x4" & 2"x4" MULL 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) ", \z ALTERNATE ANCHOR LOCATION 1BY W000 BUCK 2 X 2 X 1 /8" ALUM ANGLE 2 X 2 X 1/8" ALUM ANGLE O M M 10 a 2.6 060 n z > c J Z 030 Li Z a Revised dote for the FBC-2014 D. Complionce w/ FBC 6th E MANUFACTURER OF QUALITY ALUMINUM WINDOWS' AND CLASS DOORS Tn z 0 0 w 0 F 0 z 0 d 1 0 I 5 1 1 E. OP Lood 1 1 m 1 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE 1X FLOATING CUP ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK PRODUCT REVISED complying with the Florida 13oi1dmg Code Ac«prance No E • atio. Date • ••• • • • ••• • •• • • •• • •• •• • • • •• •• •• •. • • • • • • • ••• • • •• • •• •• . •• •• • • ..• • • • • • .•• 5/16" TAPCONS MIN. EDGE DIST 1 3/4" MIN. EMBEO INTO MASONRY • • • • 2-3 OR 2 PER CLIP (1 ON EACH WING) • • • • • • 5/16 T4PCONS R-3J " MIN. EMEO INT• miaow,*4' HOLLOW BLO K 3 1/4" • • • • • t Pit "ANGLE•I- ,...MIN. 1 • • • *• •A . • • . • • • _ • a h CONCRETE OR CEMENT BLOCK CONCRETE t It CEMENT BLOCK FLOATING CLIP MULL • •• • • •• • OOOO • • • • • of 2 X 2 X 1/8" ALUM ANGLE • MIN. EDGE DIST. • 0-3/ TE OR • 4CK • • 3/4' , ••• •k• • .• MIN ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F(INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE ANCHOR LOCATION \ Z • 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER CUP (I ON EACH WING) 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY - 1 PER ANGLE MULL #12 5M5 2 PER ANGLE CH 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) n • 3 I/4" MIN. MULL ANCHORS TYPE 'D' (INTO- BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK reel." & 2"x4" MULL 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE CONCRETE OR CEMENT BLOCK u CONCRETE OR CEMENT BLOCK 5/16' TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. MULL FLOATING CUP i<ODUCT REVISED complying with the Florida tludding Code Acceptance No E Dilation Date By %A Mlemi ALU2 XM2ANGLEX t/8" P5 (.3 z 10 z U Tn z z z m 0 q F 3 z z z — W C E- a. U 0 z 1 0 8 O 5 1 1 a E U pE V r O o 1 z 1 z 1 • • • •• •• •• • • • • • • • • • • • • • ••• •• • •• •• • • • •• • • • •• ••• •• • •• • • •• •• •• • • •• •• • • • • • MIN. EDGE DIST. 2-3/16" CONCRETE OR 4' HOLLOW BLOCK 2%6 MULL 3/4' 0 3-3/4" 0 0 3-3/4" MIN. 5 11/16" ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2"X6" MULL SHOWN MIN. EDGE DIST. 2-3/16" CONCRETE OR 5/16'ZP C NS • • • • •' HOLLOW 8LO K 3-3/4" 5/16" TAPCONS 1 3/4 MI - 3/4"MIN. EMBED INTO MASONRY 4 PER:UP••EM • • •D �TD MASONRY • • • • • MIN. 1 (2 E:CH WING) • • • • • • 4 PER CUP (2 ON EACH WING) • • • • • " • •• • • ▪ • •• • ••a 1111111111r ▪ • • • • • • MI N_ OM - • CLIP LENGTH MULL .2X:4• ..3,168"•. a, X •6• • • l8t• • OOO •• • • 5/16" TAPCONS 1 3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4" MIN. •• • • OOO • • • • • • • • -T CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 , 5.688' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 5/16" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4" MIN ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 2"X6" MULL SHOWN 18Y WOOD BUCK PRODUCT REVISED a, complying with the Florida Building Code Acceptance No Expira11. Date By hh Product Cumtr, 0 z 7.4 S ALUMINUM TUBE m a 84 0 z 2 ce z z U Tn Z z O - a .4 "-0 0 z Fq yyW F O. 3 a x 6 1 m 0 0 1 1 1 1 1 fps ai z 1 • • ••• • • •• •• • • •• • •• • • • • • • • • •• •• • • • • •• • ••• • • • •• •• • • • • • • • • •• • • •. • • • • • •. • MIN. EDGE DIST. 2-3/16" CONCRETE OR 4' HOLLOW BLOCK 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 3-3/4" 4 TOTAL (2 ON EACH WING) • MIN.* • • • •• • • •• • • •: • 2r4 or 2r6 CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. •• • • • • • •• • •2 • 2 • 1^" ALIlL1 AAGLE• • • LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE MIN. EDGE DIST. 2-3/16" CONCRETE OR 4 HOLLOW BLOCK #14 SUS 4 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK •• • • CLIP LENGTH • MULL • 10 X 2 1.688' • •1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. A CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. •WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. TUBES MAY BE NOTCHED • AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY (I 14 S.N.S. 2/ CHANNEL #12 G.H. S.M.S. 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION ACCESS HOLE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION . • 114 FH SMS 2 PER CLIP 1-1/2" 0.C. MIN. #12 FH SUS 2 PER CLIP 1" 0.C. MIN. 1-3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8" FOR (1BT TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE TUBE MULLION TUBE MULLION ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS, TAPCONS MAY BE HEX OR FLAT HEAD. PRODUCT REVISED nc complying with the Florida Uuddiog Code ' AccepWlx Now �•. Z" Expiration Date ..CRr-Sa BY 4. Miami ado Product Co z 4 cip N 0 Z m z w L7 c ( Z Z � • c Es} Z co O � N z d a s z 1 0 a 1 0 Z iz 5 1 1 1 1 or the FBC-2014 0 C. Compliance w/ FBC 5th Eat ip p r 1 1 N 1 • • ••• • • . ••• .. .• • • .• . •. •. • • . • • • • . . •• • . •• ••.. •. • • • . •. •• . •. •• • • . .•• • •. •. • . ..• T1P Width (w4 MULL SPAN A B C D E F 0 H I Width (w) MULL SPIN A B C D E F 0 H I WMdth (w1 MULL SPIN A B C D•yn E I r F O H I 18 38318 125.00 125.00 125.00 125.00 125.00 125.00 125,00 12500 125.00 • - 18 • • 72 1i`�li. 0. 125.00 1 .00 1 .a0 125.00 125.00 12500 ,125.00 18 56.13 11227 129.07 125.00 125.00 144.27 125.00 12500 125.00 24 131.65 125.00 12500 125.00 125.00 125.00 125.00 12500 125.00 • 84 • • • 04 1,6.0% 12100 1 .00 1 y0. 125.00 125.00 12500 125.00 24 42.10 84.20 96.83 145.80 125.00 10820 125.00 12500 11570 30 105.32 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 • 65 • • 54443 108E81 125.16 12.00 195,00,13989 12500 125.00 149.59 30 33.88 67.36 77.44 118.48 125.00 85.56 130.24 125.00 9256 36 87.77 125.00 125.00 125.00 125.00 125.00 12500 125.00 125.00 - • 4,35 90.721104.30 135,00 15.000116.58 12500 12500 12466 36 28.07 56.13 64,53 97.07 129.00 7213 10853 14420 77.13 42 7523 125.00 12500 125.00 125.00 12500 12500 125.00 125.00 42 • •3gig 71.78 89.40 Ilta 125.t0 99.92 125.00 12500 10685 42 24.08 48.11 55.31 83.20 110.57 81.83 93.03 123.60 66.11 48 85.82 131.85 12503 125.00 12500 125.00 125.00 12500 125.00 48 741/4 34.02 68.04 78,22 117.66 12500 87.43 131.58 12500 9349 48 120 21.05 42.10 48.40 7280 96.75 54.10 81.40 108.15 57.85 64 58.51 117.02 134.53 125.00 125.00 125,00 125.00 125.03 125.00 64 _ 30.24 00.48 69.53 104.58 138.99 77.72 116.94 12500 83.11 54 18.71 37.42 43.02 64.71 8600 48.09 7236 96.13 51.42 60 52.66 105.32 121.08 125.00 125.00 125.00 12500 125.00 144.72 600 2722 6258 94.13 125.09 69.95 10524 139.83 74.80 60 16.84 33,68 38.72 58.24 77.40 43.28 6512 86.52 4628 66 47.87 95.74 110.07 125.00 125.00 125.00 12503 125.03 131.56 le • • • • • • • •2�7g ii.284 541r85.54 411r3.72 63.59 95.68 127.12 6800 66 15.31 30.62 35.20 5295 70.36 39.35 59.20 78.65 4207 72 43.88 87.77 100.90 12500 125.00 125.00 12500 125.00 120.60 72• •2268 46.304 52•151 78.44 1,104.24 5829 87.70 116.53 6233 72 14.03 28.07 3227 48.53 64.50 36.07 54.27 7210 38.57 78 40.51 81.01 93.14 140.09 12500 104.11 12500 125.00 111.32 78 40.0 40.57 48014 7240 96.22 53.81 80.96 107.56 57.54 78 12.95 25.91 29.78 44.60 59.54 33.29 50.09 6655 3589 18 505/8 133.06 125.00 125.00 125.00 125.00 12500 12500 12500 12503 118. I ; ; 84 48tj1! 1:5.04 12Z/ J25.1ip 125.00 12500 125.00 12500 18 132 51.03 10206 117.33 125.00 125.00 131.15 125.00 125.00 140.24 24 99.79 125.00 12500 12500 125.00 125.00 125.00 125,00 12500 24 60.14 120.29 138.29 125.00 .131.00 12500 125.00 12500 125.03 12500 24 3827 78.55 88.00 13238 125.00 9638 148.00 125.00 10518 30 79.83 12500 125.00 125.00 125.00 125.00 125.00 125.00 125.00 30 48.11 9623 110.83 125.00 125.00 12366 125.00 125.00 132.23 30 30.62 61.24 70.40 105.89 140.73 7869 118.40 125.00 84.15 36 88.53 133.08 125.00 125.00 125.00 125.00 125.00 12500 12500 36 40.10 80.19 9219 138.67 125.00 103.05 125.00 125.00 110.19 36 25.52 51.03 58.87 8824 117.27 65.58 98.67 131.09 70.12 42 57.02 114.05 131.12 125.00 125.00 146.58 125.00 12500 125,00 42 34.37 68.73 7902 118.86 12500 88.33 13290 125.00 94.45 42 21.87 43.74 5029 75.64 100.52 56.21 84.57 11236 60.10 48 49.93 9979 114.73 12500 12500 128.24 125.00 125.00 137.13 48 30.07 60,14 69.14 104.00 138.21 7729 116.29 12500 8264 48 19.14 38.27 44.00 6818 87.95 49.18 74.00 9832 5259 64 44.35 88.70 101.98 125.00 12500 113.99 12500 12500 121.89 64 26.73 53.46 81.46 9244 12288 88.70 10337 137,33 7346 64 17.01 34.02 39.11 58.83 78.18 43.72 65.78 8739 46.75 60 39.92 79,83 91.78 138.05 125.00 10'L59 125.00 125.00 109.70 60 24.C6 48.11 55.31 83.20 110.57 61.83 93.03 123.60 68.11 60 15.31 30.62 35.20 5295 70.36 39.35 59.20 78.65 4207 66 36.29 7258 83.44 12550 125.00 93.26 140.33 125.00 99.73 68 21.87 43.74 50,29 7584 10052 9321 8457 11236 60.10 66 13.92 27.83 32.00 4813 6397 35.77 53.82 71.50 38.25 72 33.28 65.53 78.48 115.04 125.00 85.49 12863 125.00 91.42 72 20.05 40.10 4810 8933 9214 51.52 77.52 10300 5510 72 12.78 25.52 29.33 44.12 5864 32.79 49.33 85.55 35.06 78 30.71 61,41 70.60 106.19 141.13 78.92 118.74 125.00 84.39 78 18.51 37.01 4255 64.00 85.05 47.56 71.56 9508 50.86 78 11.78 23.55 27.08 40.73 54.13 3027 45.54 60.50 3236 18 57 118.18 125.00 125.00 125.00 125.00 125.00 12500 125.00 125.00 18 96 70.17 140.33 125.00 125.00 12500 125.00 125.00 125.00 12500 18 144 46.78 93.58 107.56 125.00 125.00 120.22 125.00 125.00 128.56 24 88.63 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 24 52.63 105.25 121.00 125.00 125.00 135.25 12500 12500 144.63 24 35.08 70.17 80.87 121.33 125.00 93.17 135.67 12500 96.42 30 70.91 141,81 125.00 125.00 125.00 125,00 125.60 125.00 125.00 30 42.10 8420 95.80 14560 12500 10820 125.00 125.00 115.70 30 28.07 56.13 84.53 97.07 121.00 7213 108.53 144.20 77.13 36 5909 118.18 135.86 125.00 125.00 125.00 125.00 125.00 125.00 36 35.08 70.17 80.67 121.33 125.00 9017 13567 125.00 96.42 36 23.39 48.78 53.78 80.89 107,50 53.11 90.44 120.17 64.28 42 50.65 101.29 116.45 125.00 125.00 13017 12500 12500 139.19 42 30.07 60.14 69.14 104.00 138.21 77.29 116.29 12500 8264 42 20.05 40.10 46.10 69.33 9214 51.52 77.52 10300 55.10 48 44.32 8863 101.89 12E00 125.00 11389 125.00 12500 121.79 48 25.31 52.63 60.50 91.00 120.94 87.83 101.75 13519 72.31 48 17.54 35.08 40.33 6087 8063 4508 87.83 90.13 48.21 54 39.39 78.78 90.57 13623 125.00 101.24 125.00 125.00 108.28 Si 23.39 48.78 53.78 80.89 107.50 60.11 90.44 120.17 6428 64 15,75 31.19 35.85 5393 71.67 40.07 60.30 80.11 4285 60 35.45 70.91 81.52 12261 12500 91.12 137.09 125.00 97.43 60 21.05 42.10 48.40 7280 96.75 54.10 81.40 108.15 57.85 80 14.03 28.07 3227 4853 64.50 36.07 54.27 7210 38.57 68 32.23 64.46 74.11 111.46 14813 8283 124.63 12500 88.57 88 19.14 38.27 4400 66.18 87.95 49.18 7400 98.32 5259 66 12.76 25.52 29.33 44.12 5864 3279 49.33 8555 35,23 72 29.54 59.09 67.93 10218 135.79 7593 114.25 125.00 81,19 72 17.54 35.08 40.33 60.87 8063 4508 67,83 90.13 48.21 72 11.89 23.39 28.89 40,44 53.75 30.06 45.22 80.08 3214 78 27.27 54.54 6270 94.32 125.34 70.09 105.46 14011 74.95 78 16.19 32.38 37.23 56.00. 74.42 41.62 6282 83.19 4450 78 10.79 21.59 24.82 37.33 49.62 27.74 41.74 55.46 29.67 18 63 108.92 125.00 125.00 12500 12500 125.00 12500 125.00 125.00 18 62.37 124.74 143.41 125.00 125.00 12500 125.00 12500 125.00 18 44.91 89.81 103.25 125.00 125.00 115.41 173.65 125.00 123.41 24 80.19 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 24 46.78 93,56 107.56 125.00 12500 120.22 125.00 125.00 128.56 24 33.68 67.38. 77.44 118.48 125.03 8556 130.24 125.00 9256 30 84.15 128.30 147.50 125.00 125.00 125.00 125.00 125.03 125.00 30 37.42 74.84 86.04 129.42 125.00 95..18 144.71 125.00 10284 30 26.94 53.89 61.95 93.18 123.84 6925 104.19 138.43 74.05 36 53.46 106.92 12292 125.00 12500 137.40 12500 125.00 146.92 36 31.19 62.37 71.70 107.85 143.33 6015 120.59 12500 85.70 36 22.45 44.91 51.63 77.65 103.20 57.71 86.83 11538 61.71 42 45.82 91.65 105.35 12500 12500 117.77 125.00 125.00 125.93 42 26.73 53.48 61.48 9244 12286 68.70 10337 137.33 7346 42 19.25 38.49 44.25 6358 8848 4946 74.42 9888 5289 48 40.10 8019 9219 138.67 125.00 103.05 125.00 125.00 110.19 48 108 . 23.39 46.78 5378 80.89 107.50 6111 90.44 120.17 8428 48 150 16.84 33.68 38.72 5824 77.40 43.28 85.12 8552 48.28 64 35.84 71,28 81.95 123.26 12500 91.60 137.82 125.00 97.95 64 20.79 41.58 47.80 71.90 95.58 53.43 80.40 106.81 57,14 64 14.97 29.94 34.42 51.77 68.80 38.47 57.88 7691 41.14 60 3208 64.15 73.75 110.93 147.43 82.44 124.04 125,00 88.15 60 18.71 37.42 4302 64.71 86.00 48.09 7236 96.13 51.42 60 13.47 26.94 33.98 46.59 81.92 34.62 52.10 8972 37.02 66 29.16 58.32 67.05 100.85 134.03 74.94 11278 149.82 80.14 66 17.01 34.02 39.11 5883 78.18 43.72 85.78 87.39 46.75 66 12.25 24.49 28.16 4236 5629 31.48 47.38 5292 33.66 72 26.73 5348 61.48 9244 12286 68.70 103.37 137.33 73.46 . 72 15.59 31.19 35.85 53.93 71.67 40.07 8330 80.11 4285 72 11.23 2245 25.81 36.83 51.80 2885 43.41 57.68 30.85 78 24.67 49.35 56,73 85.33 113.41 63.41 95.41 126.77 67.81 78 14.39 28.79 33.09 49.78 6615 3699 55.66 73.95 3956 78 10.38 2573 23.83 35.84 4763 26.63 40.07 53.24 2548 ANCHOR/CLIP 1HVERTIM GLAZINGPRODUCT ANCHOR/CU' a o_ W1 W2 ANCHOR/CLIP r HORIZONTAL MULLION GLAZING PRODUCT C / P ; . GLAZING PRODUCT GLAZING PRODUCT ANCHOR/CUP ERTICAL MULLIOJ, Z N a N HORIZONTAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS ANCHOR CLIP NOTES: 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCT RJ1VISFI) as 10 0Ptyin9 with the Florida i)o/I4lg Code Att..Name No 8• S_'i[atino Dote Ky M cip z a N Q z 03 z 0 a ALUMINUM TUBE CHARTS AND GENERAL NOTES 0 O N a z 00 0 m z a U 1 0 0 3e 1 1 s, 0 u 0 5 6 a 6 nno n6 1 z 1 z 1 m 0 ti DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T {786) 315-2590 F (786) 315-2599 www.miamidade.Qov/economv 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 tile tut to revoke this acceptance, if it is determined by Miami —Dade County Product Control Seat.on•tict 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 Fkyichpuilding�Code, including the High Velocity Hurricane Zone. DESCRIPTIO eries "SD 9200" Aluminum Sliding Glass Door (Steel reinforced):l?.M.I. APPROVAL DOCUMENT: Drawing No. L9200— 01 Rev C, titled "Series SGD-9200 01u tninuni Si&dirag Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12. 3uj f ast revis io on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami —Dade Cd int, groduct Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the:Miami—DadOnddifty Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets 2 sheet 5 and sheet 8. 2. See pocket installation detail in sheet 11 and notes #15 and #16 in sheet 1. 3. Applicable Egress requirements to be reviewed by AHJ. 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 & renews NOA #14-0908.02 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. . MIAMI-DADE COUNTY .. . . . . ..• . NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 257, 2018 Page 1 • • • • • • • • . . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision `B", dated 04/15/15, 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 I1E4d 11- 3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11432M dated'1'0'/20/11, • HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, I1tTf 12-405.17dated '. 06/13/12, HETI-12--4053 and HETI-12-4064, dated 09/24/12, 41.4d and seed by • • Rafael E. Droz-Seda, P. E. • • • • • (Submitted under previous NOA No. 12-1204.12) • • • • • • • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94:•: ; . • •. 2) Cyclic Wind Pressure Loading per FBC, TAS 2 3 M4 ' •' • along with marked up drawings and installation diagram of an Atumin4m S1 dingy Glass • • Door, prepared by Hurricane Engineering & Testing, Inc., Test.Reprts Nd.'STIETI-• 11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, )DTI=11-330.;•dated . 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HE F'I-12- 4052, 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. (Submitted under previous NOA No. 12-1204.12) 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 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. (Submitted under previous NOA No. 12-1204.12) 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 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. (Submitted under previous NOA No. 12-1204.12) E-1 (Si- I.(A,-,--i-- Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 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, 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. (Submitted under previous NOA No. 12-1204.12) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •• • • • • 2) Uniform Static Air Pressure Test, Loading per 13BG,'TAS 202'94 3) Water Resistance Test, per FBC, TAS 202-94 • • • •• •• •• .... 4) Large Missile Impact Test per FBC, TAS 201-24.:..• •• 5) Cyclic Wind Pressure Loading per FBC, TAS 243.14 6) Forced Entry Test, Type "C" sliding door, *3ratre 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 Ariuninum Sliding Glass . • Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports N o.'s FTL- • 3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; • FTL,'-.3323 and. • FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Clrati,1. E.; 1:4‘1,,a424, . • dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, F`PL'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, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, P. E. 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. Ishag I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. MATERIAL CERTIFICATIONS 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 6. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 7. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 8. 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,.exp ring on.05721/16. 9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (W:rtel & FI:VC �7200- 75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Conds, Inc'.:..' • G. STATEMENTS • • • •• 1. Statement letter of conformance to and complying with FBC 5th A4r.hon (20:14)i i ssued . . by manufacturer, dated 09/02/14, signed and sealed by Thomas J. $044„'P. E. •.:.. • 2. Statement letters of no financial interest, independence, conformarrad complying with • FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas $ Soto, P. E.(Submitted under previous NOA No. 12-1204.12) • 3. Laboratory compliance letters for Test Reports No.'s HETI-11-1/69. dated'05716/11,' 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, 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-12-4051, 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. (Submitted under previous NOA No. 12-1204.12) 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-12-4052, 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. • . . Is aq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-3 . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. 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-12-4052, 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. (Submitted under previous NOA No. 12-1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E. 6. (Submitted under previous NOA No. 12-1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaa Chpda, A N : : • (Submitted under previous NOA No. 11-0518.03) • . . Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., oeTest Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by LutSFtgtteredo, PE. .... •. • 9. Laboratory compliance letters issued by Fenestration Testing Lal;gr, vr, In fob Test Reports No.'s F1L-3525 and FTL-3572, dated 09/09/02, both.siiet1 and• segI 1 by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1126.04) • . . . • • . . (Submitted under previous NOA No. 02-1126.04) • 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Int., for Test • Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/2492, fTL-34 6idated' 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. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 02/13/18. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E. Note: This revision consist of editorial changes of FBC 2017 (6th Edition) code compliance. B. Test 1. None. E-4 Ishaq It Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 . • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol ® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Cpmprny (MQ L • • (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayet",:expiring an • 05/21/21. / •••• F. STATEMENTS • • .. • • • 1. Statement letter of conformance to FBC 2017 (6th Edition) and "No fir jaj.intergst"•dated • • 11/17/17, prepared by the manufacturer, signed and sealed by Thomas 4,totos, P.l'.: • G. OTHER 1. This NOA revises & renews#14-0908.02, expiring 02/13/23. E-5 . • . .. . . .. . • . • .• Ishaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 MULTI -SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SEE BELOW SEE BELOW NOTE #5. NOTE #5. 7 r- s 1 1 X-LP or RP-X 1D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW r 2D/2T - XX or XX-LP or RP-XX or LP-XX-RP 2D/27 o- a .0 .0 3D/3T - XXX or LP-XXX or RP-XXX 3D/3T 3D/37 - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 4111=20/2T RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 2D/2T - LP/RP _ SEE BELOW • //,/ NOTE /5. o a-5 CT:Iri NOTES' o- XI 1 40 o- 1 o- o. 0 C= O= .0 .0 .0 .0 a• o. •o -o 4D/3T - XXXX or 4D/2T LP-XXXX or RP-XXXX or LP-XXXX-RP SEE BELOW NOTE #5. -11 0 rn� 1) REFER TO SHEETS 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 5) FOR POCKET WALLS SEE GENERAL NOTES #15 & 16. 4D/2T 4D LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) 40/2T - LP/RP '1 /3T - LP 4D/2T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) • 20/2T - XO 2 DOOR NOTES: 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. • G= %0 I •• 3 & 4 DOOR 4D/2T - OXXO NOTES' 1) REFER TO SHEETS 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. • • _ SERIES: SGD-9200 IMPACT SLIDING GLASS DOOR General Notes: l.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edition) INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEETS 2. 5, & 8 of 14. 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 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS # 2, 5, & 8). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6, 7, 9, 10, & 11 OF 14. B.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED PANELS. ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS N 3, 4, 6. 7. 9. 10, & 11 OF 14. 13.) ALL METAL/STEEL 1N CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. 16.) POCKET WALLS SHALL 8E UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (EOR). LAMINATED GLASS LARGE MISSILE IMPACT ,0 0 �o 'o Mm n I CO a b 0 0 0, 0 .n -I 0 2 u o Z 00 0) W 2 CO 3 0 z Tn SGD-9200 ALUMINUM 9200-1201 DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. • • • • • • • • •• • • • • • ••• •• • • • •• • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • J • •• • • •• • • . Ynafua a event • • • • • • POWOUCtREMMMO 0° gWi i t e Wr ok haWksAwetiosec Nos xtp414m relel i2 . ZS E E 5 a a 5 0 Eil i • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••G • •• • • • • • • • • • • • • • •• •• DESIGN LOAD CAPACITY - PSF (STD. 2 I/4" SILL) NOUINAL DOOR WIDTH FT/IN. SIZES HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) (NO 5STOEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 (NO 650 EL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 8/0 (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 8/0 (WITH STEEL) 8/0 56.7 65.0 56.7 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR WIDTH FT./IN. SIZES HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) (NO SSTEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 6/0 (N0 STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 (WITH8/STTEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 (wITH SO EEL) 8/0 65.0 65.0 65.0 65.0 X 8 X X XO i OX APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL-0 3/16 HEAT STREW° CLASS .090 INTERLAYER SentryGloss ay: Kurorcy America, Inc. - 3/16' HEAT STREN'D GLASS SILICONE SCHNEE-MOREHEAD 5731 ' DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'A' MAX. D.L.0.: 6/0 x 6/8 = 8/0 x 6/8 = 8/0 X 8/0 = BULB VINYL-0 3/16" HEAT STREW D GLASS .090 PVB INTERLAYER - Trosifol PVB by: Kuraray Americo. Inc. -3/16" HEAT STREW!) GLASS NOTES' 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 32-3/4" 44 - 3/4" 44-3/4" X 74-3/4" X 74-3/4" X 90-3/4" SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'B' GLASS TYPE 'C' S_A71NC Qf'TAL S cn U x cc 0 0 0 98 3/8" MAX. DOOR WIDTH SPACING LIMITATION: Anchors not to exceed 10 1/2' O.C. of Doors smaller than 60- in width. X ~ a = 0 1.71 CrJ n a rn a n 01 C 0 13 1/4" MAX. TYP. HEAD/SILL A 7/16" LAM. GLASS // // i/ X CLUSTER OF 4 ANCHORS AT STILE ENDS 6."t f"1 � !i f I / // // STEEL REINFORONO AS REOD. SEE CHART AT LEFT 0 LAMINATED GLASS LARGE MISSILE IMPACT 50- MAX. I/ 1 I 44 3/4" MAX. 6" MAX. TYP. HEAD/SILL CORNERS D.L. OPG. 50" MAX. DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PANEL WIDTH PANEL WIDTH 2 DOOR - TWO TRACK "XO" TYPICAL ELFVATION TESTED UNIT -BULB VINYL 17 -BULB VINYL-17 --3/16" HEAT STREN'D CLASS 3/16" HEAT STREW° GLASS .090 SAFLEX HP .090 PVB SAFLEX -Clear or Color Gloss Interloyer a - Clear or Color Gloss Interloyer by. Eostmon Chemical Co. w i by: Eastman Chemical Co.. r-3/16 HEAT STREN'D GIik.V z• c• • : • -4/16" VAT•STREN�•GLASS • SILICONE 5 9< C DOW H N CORN NG NEW 5.31 ' 4• • •-• . • ,A,t TREMCO SPECTRUM• • U� 1 W 1 }RErill 1 • ••• rr, •• •• • • • • • • •• • • • • w • • • • • • GLA96 'WCPE i�' • • • • • • • • • • • • Al .• •11E • • E0-h�JREtE 8 5731 EC B S�ECTRUM•2 RHOQi1C! Yfm* • a• (eals e N. /' /Z% - - BapirA..•ate -- - - • •• J- C 0 0 O CO 0 e aD M M Now oa 0u+ M - -J o z 00 mwx m � a C MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS (7 z Q U) ALUMINUM 0 Lv 0 O W F -8 ultU—Slide door panels e/a pockets and to 2 ti\ sJ a 0 0 z 0 6 z 3 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 1 3/, g/ 16". (um EMBED.) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING �4 2 MIN.., MIN, 1HY W000 BUCK D00R HEIGH ANEL HEIG 1 3/4' (Mw. EMBED.) EXTERIOR l_J 10 1 Non -Shrink. No-Metollic Groot of Minim m 5 Ksi 18 III I'" er • 1/4" TAPCON or APPROVED EQUAL BY EDR EE4 TES FOR SPACING) 7/16'-LAM/NA TED GLASS 29 1 3/T-- (min. (EMBED. 1" Min. Edge Dist. 1" Min Edge Dist. Tyr ) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" (MIN. EMBED.) 40 In TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 11 tr 2BY Wood Buck Substrote or I,II` to / (SG) SPecitic G ay- .55 min. (Typ.) r NOTES, 1) REFER TC SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 1/16" or 1/5" SILL RISER ADHERED TO SILL WITH SILICONE FULL LENGTH OF UNIT N V1 \ rn n N W O_ 1J 0_31 J W t/I v w a a w N 0 W In V/ 1 3/4• MIN. EMBED. INTO 3.2 Ksi Conc. 2 6" FROM CORNERS 1 SEE ELEVATION AT SHEET 2 OF 14 FOR MAX. SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING z METAL STRUCTURE to METAL. STRUCTURE ATTACHMENT DETAILS NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. Edge Dist. 2. METAL STRUCTURES: TYPICAL ANCHORS IN PAIRS A) STEEL : Fy = 36 K51 MIN. ,E ELEV. FOR SPACING (STEEL 12 04 MI0. 5K 0.105") B) ALUMINUM 6063-T-TS MIN. (ALUM. 0.078" MIN. THICK) [IL 3/4- Min. MIAMI-DADE COUNTY APPR'D MULLION SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED HY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE_ TYPICALANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY (min.) ANCHOR OPTIONS HEAD -SILL JAMB Embedment Edge Dist Concrete ELCO ULTRACON 1/4" 1/4" 1 3/4" I" 2.85 Ksi BUILDEX 1/4" - I 3/4" 4" 3.2 Ksi BUILDER - 3/16' 1 3/4" 3" 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) ANCHOR OPTIONS HEAD -SILL JAMB Embedment Edge Diet. 2x Wood ELCO ULTRACON 1/4" 1/4" 1 1/4" 1" .55 SG BUILDER 1/4" 1/4" 1 1/4" 1" .55 5G S.M.S. (Into 2X) /12 /12 1 1/4" 1 .55 SG 1/4" DRILLFLEx SELF DR LUNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 4, at iNJVINLyd :1/8"•THK.•M INS (606•3�:5 MIN.) • (STEEL 1 ) (NT.CT WT. AIjIMIliIIM TO 8E PLATED OR PAINTED) •1 • k4 •• • • • • • • • IN AP RO0ED: U:LIOrCVO SIT SPACE) • • SIMAL LSI!F DI AN rF• • • • (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY - 4" MIN. (ITW BUILDER) • • • +(3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDER) • • • INiD woe STRL}� }E t" AO.• • • • INTO M ••EP. STRUC URE - 3=4; MIN. • • •S.EALANTS• • • • • } RAME ftN ( SENT SCERNERS0AND INIVAL•ATION SCREWS AT SILL • • SEALED WITH WHI}E/ALUMINUM COLORCD SEALANT. c) 0 F QUALITY ALUMINUM WINDOWS AND CLASS MANUFACTURER O 0 O Cst 01 1 PRODUC f REVISES no complying with the Florida budding Code Aau.Oteaa Noll Z12.6 EOptra4aa NW2/181u c- ave •Product Comm ;, (- icf rd h to Include E w/o pockelg and 0 5 X 5 rc 1 0 14 z N 14 z • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 3/�'� (MIN. EMBED.) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING /4" MAX. SHIM 2BY W00 BUCK r'l WOOD 4TURE Im• TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING ISirem7.1= METAL STRUCTURE 1/4" MAX. SHIM METAL STRUCTURE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL Fy = 36 KSI MIN. (STEEL 12 GA. MIN. THICK - 0.105") B) ALUMINUM 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) PANEL WIDTH n (MIN. EMBED.) 2D/2T 2D/2T D. L. OPG. 1� 1 SCREENS OPTL.— NOT RE00. ON 6/0 x 6/6 SIZES SEE CHART ON SHEET 2 OF 14 NOTES: 1) 2) 3) 4) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. REFER TO SHEET 3 OF 14 FOR VERTICAL CROSS- SECTION DETAILS. REFER TO SHEET 3 OF' 14 FOR TYPICAL ANCHORS AND NOTES. REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. D.L. OPG. PANEL WIDTH 1/4" SHIM MAX. •• •• • •• • • • . • • •• • • • EXTERIOR XO (Shown) DOOR WIDTH OX (Reversed) • • • ••• • • • • • • • • •. • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING rn • .• • r • • • • • • • IAN. EMBED. 1BY P.T. • w01104160CK • • • • • • • • y• • •• • • • • • • • • .• . • • • • • • •• • • • • • • • • • •• 5. • • IMODUC f MIMEO ae4oplyhK 1elM tie PIee10[ A.cheuepll.eYec C.d. N. 17' 212 'CC EsprM s. Ate I RalriPrakiot Pavia In 0 O UM/NUN WINDOWS AND CLASS MANUFACTURER OF QUALITY SLIDING GLASS ALUMINUM SGD-9200 D00R HORIZONTAL F 0 0 0 0) 3 s 1 & 12-0127.06 a 0 1 comply w/ 2010 FOC u E rc rc 4- a N z N 14 z 1 (10 0'.Ji� ••. . • • . •.• . • • • • • • . • • • • . • • • • • • • • • • • • . • • • • •• •• • . • •• .• 6400 • • • 000 • • a I OXXO .5, T. �%. I '4 Ox0 APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB V1NY 3/16' HEAT STREN'D GLASS .090 PV8 INTERLAYER Trosifol by: Kurarcy Americo Inc. 3/16' HEAT STREW° GLASS SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 BULB VINYL-0 3/16" HEAT STREN.0 GLASS .090 INTERLAYER SentryGlass by: Kuroray America Inc. 3/16' HEAT STREN'D GLASS SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'A' GLAZING DETAILS s 01 196 1/4" MAX. 13" MAX. TYP. DOOR WIDTH CLUSTER OF AT HEAD/SILL 4 ANCHORS 6" MAX. TYP. AT STILE ENDS A2 I I I I I I I I HEAD/SILL CORNERS I I/ I I D.L. OPG. II II II 7/16' OVERALL LAM. GLASSII II ® II II II 11 1- = a °' m" I- X = a f ©1 // ® �/ / // // C2 // p / // II // II I II N II II j // // / '// // // I I 13 3/4" MAX. TYP, AT JAMBS _.ax'v. X awn II II <ZZ u II II _ _ Bz o 11 II II 11 Q 0 o fl X II I I 1 0 oa X _, STEEL REINFORCING AS REOD. 0 - 1/ I 11 I I I I I 44 3/4" MAX. I I I I I 1 NOTES: ` J Z Z. 50" MAX. D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 cr PANEL WIDTH 50" MAX. FOR TYPICAL CROSS-SECTION DETAILS. ¢ 2) REFER TO SHEETS 6 OF 14 f U co L WIDTH FOR TYPICAL ANCHORS AND NOTES. 4 DOOR - TWO TRACK "OXXO" TYPICAL ELEVATION TESTED UNIT DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR 'B' PANEL WIDTH NOMINAL FT./1N. OOOR HEIGHT F'/IN. STANDARD SILL 2-1/4" RISER 3" RISER EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/0 3/6 4/0 4/6 4/11 6/8 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 • e 40.7 60.0 56.7 60.0 60.0 60.: 40.7 60.0 56.7 60.0 60.0 60.0 • 4 40.7 60.0 56.7 60.0 60.0 60.0• 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/6 4/0 8/0 40.7 60.0 56.7 60.0 60.0 60.0 • 40.7 60.0 56.7 60.0 60.0 • 060O 40.7 60.0 56.7 60.0 60.0 r • 60.0 40.7 60.0 56.7 60.0 60.0 •6p.0 LAMINATED GLASS LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. • • • • • • • • •• • • • • • • • • •• • • • •• PANEL MAX. D.L.O.: •3(0 X 6/0•=•3(i3/4" X•74-3/4" 04/0 X 6n/8 = 44-3/4" i /14-474• :4/11. X •61Y.=5SS-3/4" 4074-4/44 .40 X J0•= 3:43%.• 14/0 X 8/40 = 41I-3/4" X•90-3444 PRODUCr➢EY1Fii Ir I14yeeg witY tYe R:ltt• Belding Cede Aeceptesce Ns 121 •0S E.piisiw. Cede 'li 4 h. _ l ("-Cr- Mleet' Am& frodoct Cored ci) MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS ALUMINUM SGD-9200 3 ".. L9200-1201 j Slide door ponels w/ or comply w/ 2010 FBC 6 0 ar. J 4 '4 a z N z 10 z 0 F O a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • 0 0 1 1 3/4' (MIN. EMBED.) �16" MIN. Non -Shrink, No-MetOIIiC Grout of Minimum 5 Ksi TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 2i v 0 18Y WOOD BUCK 7/16'-LAMINATED GLASS 3/4" (MIN. (EMBED. 1" Min. Edge Dist. Edge 1/4" (MIN. EARED.) NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS-SECTION 3) REFER TO SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS. TYPICAL ANCHORS IN PAIRS V. FOR SPACING Ok 1" Min TYPICAL ANCHORS IN PAIR5 SEE ELEV. FOR SPACING I ,1�Y Wood Buck Substrote or I, i, Wood step turc .. (SG)n specific W c B. uck ub ro (Typ.) --171' . TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/16" or 1/8'. SILL RISER ADHERED WITH CLEAR SILICONE FULL LENGTH OF UNIT SILL N a 0 to Lfl ce N = LLJJ N nikt/ TAPCDN or APPROVED EOUAL BY FOR v/ 1 3/4" MIN. EMBED. INTO 3.2 Ksi Conc. E 6 FROM CORNERS L SEE ELEVATION AT SHEET 5 OF 14 FOR MAX. SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TyP ) DETAILS. TYPICAL ANCHORS 2 PER CLIP 1" WEEP NOTCH AT EACH END • • • • • ••• • X J N METAL STRUCTURE Edge Dist. - 2. METAL TELLSTRUCTURES,:= g ) y=36 KSI MIN. TYPICAL ANCHORS IN PAIRS STEEL 12 GA MIN. THICK = 0.105") SEE ELEV. FOR SPACING B} ALUMINUM : 6063-T5 MIN. ALUM. 0.078 MIN. THICK)ILI METAL STRUCTURE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH 4 Min. ALUM. TO BE PAINTED OR PLATED. MIAMI-DADE COUNTY APPR'0 MULLION SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min.) ANCHOR OPTIONS HEAD -SILL JAMB Embedment Edge Dist Concrete ELCO ULTRACON 1/4" 1/4" 1 3/4" 1' 2.85 Ksi BUILDER 1/4" - 1 3/4" 4" 3.2 Ksi BUILDE% - 3/16" 1 3/4" 3" 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) ANCHOR OPTIONS HEAD -SILL JAMB Embedment Edge Dist 2% Wood ELCO ULTRACON 1/4" 1/4' 1 1/4' 1" .55 SC BUILDE% 1/4" 1/4" 1 1/4" 1" .55 SG S.M.S. (Into 2%) #12 /12 1 1/4' 1" .55 5G ALUMINUM SGD-9200 TWO TRACK L9200-1101 41 ARODUc t REVIB$j IN 49C gWW1tBe pla11d4 O &Wing Cede Aeceptes a Ne I %I2)2 3 Espiri•s• Date rjj 132Zawarrrarld 1/4" DRILLFLEX SELF DRII LING SCREW$ INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) •• e11I INU�A :•1/8'•THK. MIN. (6063-T5 MIN.) • (STEEL W CQNTOCT ♦NIT( A1IIMIVA•TO BE PLATED OR PAINTED) • I100SMS•• • • • • • • • IN�:AP:RO:ED � UQIOI. • 00 SHIM SPACE) • • •YWISAL EWE DISMNCE• • • • (1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDER) • • i3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDE%) RJTO WO I}41TR1It�IRE = 1" ARM • INTO ME51` STRUCTPRE = 3, 4; MIN. � • SEAIAIVS. • • • • • • • I'RAME AND /ENT CORNERS ,NDs IN`,•TALV+TION SCREWS AT SILL • SEALED WRH WHIM/ALUMINUN*COLORtO SEALANT. nclude Multi —Slide door panels r/ or if LL E m E !o 1 { Z .4 Z 3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING (MIN. ENDEC.) 1/4" SHIM MAX. 1/4- (MIN. EMBED.) 1/4" SHIM MAX. D.L OPG NOTES 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS—SECTION DETAILS. 3) REFER TO SHEET 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS. D.L. OPG SCREENS OPTIONAL OCO EXTERIOR D.L.0 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING PANEL WIDTH 4D/2T — OXXO DOOR WIDTH PANEL WIDTH D.L. OPG EXTERIOR 3D/2T — OXO DOOR WIDTH D.L. OPG • • • • • • • • • • 1/4" SHIM PANEL WIDTH 1 3/4' • • (MIN. IMBED) • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • • • • • • 1/4" SHIM WOOD BUCK 13/a_ MIN. EMBED 1BY WOOD BUCK ►RODUCt REVins e••Ip4{K with the"din acids ploe(Ot Amputate Ne) 74217. EaptrMY•4te 2-(liA2,7i wme Brit ro/Mcl Crow 10 � n1° No 0 b o&.-. co 0 In Z W O J Z o m Z a ci) U z 1n NW z •• F z x 0 U (1) w 1n • O C7 U • 1 Z z N ct (n10 0 • o a a 0 ce m 14 F 0 Q SGD-9200 3 1 1 F 8 'i 4 a= J z w z XX or XX-RP or LP-XX or POCKET WALL SEE NOTE #3. (TYP ) RP-XX-LP I 0= " 0• -0 1 0" .0 "0 "0 or RP-XXX or LP-XXX POCKET WALL SEE NOTE /3 (TYP.)-� CY 'j I -0 4TU o- 0" 0O• 0O .0 or RP-XXXX or LP-XXXX APPROVED CONFIGURATIONS WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB VINYL t 7 3/16" HEAT STREW() CUSS .090 PVB InNrIoyer Soflex CP-Scflex & Soflex HP by: Eastman Chemical Ca. or a Tresifol ?VS by: } Kuroroy Americo Inc. 3/16- HEAT STREN'D GLASS ? � N co co V o � a-i L r rnf EI or RP-XXXX-LP SILICONE DOW CORNING 999 In 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" CLUSTER OF 13 1/4" MAX. TYP. 4 ANCHORS 6" MAX. TYP. AT HEAD/SILL AT STILE ENDS r 7 yrr r r -r 1 MAX. TYP. m ma _ Pocket Well AT JAMBS !! zR i'\HEAD/SILL CORNERS A3 I l I I I ' I I 1 1 1 1 1-1 1/ 1 I 9E MAX. PANEL HEIGHT ,r 90 1/4" MAX. D.L. OPG. - - - '/ 1 i/ � II II II II II / j ® I I I II II t I II II II /% ! C3 DJ // // I I // I 11 I // I 1 a 'n ci X - _AS _ L Z // O <" II II 11 7/16" OVERALL LAM. GLASSSTEEL I I I X u II II 11 II I II 11 II I I o a IN / F1 I I I� I ✓ Ii E2 II II 11 II X II u 1 I I I I I I I 43 1 /2" MAX. I I I (1 N I 1 NOTES; 1) SHEETS 11 • 48 3/4" MAX. D.L. OPG. 49 1 8 MAX. / ORTYPICAL - CROSS-SECTION DETAILS FOR PANEL MAX. D.L.O.: 3/0 X 6/8 = 31-1/2" X 74-1/4" 4/0 X 6/8 = 43-1/2" X 74-1/4" 3/0 X 8/0 = 31-1/2" X 90-1/4" 4/0 X 8/0 = 43-1/2" X 90-1/4" BULB VINYL-0 3/16' HEAT STREN'D GLASS .090 PVB INTERLAYER Irosifol PVB (•) SentryCloss by: Kuroroy Americo Inc. 3/16• HEAT STREN'D GLASS SILICONE DOW CORNING 899 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING DETAILS 4 DOOR - THREE TRACK "XXXX" TYPICAL ELEVATION TESTED UNIT FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES /15 & 16 AT SHEET 1 OF 14. LL #3. DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. DP CAPACITY - PSF (2 1/4" SILL) DP CAPACITY - PSF (3" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' CLASS TYPE '8' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) FT./IN. FT./IN. 8/0 (2DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 (W/ 1 STEEL) 8/0 (2DR) (w/ 2 STEEL) 8/0 56.7 68.0 56.7 • • • sic"• • f,8.(. • • i8.0 •a • g8.0 (r) 68.0 �' 12/0 (3DR) • • • • •• • • • • • (W/ 1 STEEL) 8/0 56.7 68.0 56.7 • 68.q • • •• - • • • • i • • • •_ •:8.0 • • 68.0 • 12/0 (3DR) (3DR • • .•. • • • • • • • (1/ 2 8/0 56.7 68.0 56.7 68.0 68.0 68.0 ( )68.0 ( )68.0 76/0 (4DR) 8/0 53.3 60.0 Ci3.3 6•6i.0 60.0 6140• 60.0 (W/ 1 STEEL) • • • • • • 41040 16/0 (4DR) 8/0 53.3 68.0 .0 :68.0 • .� • :8.0 • •t liA• - 68: (W/ 2 STEEL) • • • • • • • • . • (') 2dr/3dr DOORS MEET•+76.7 -78.0 DP•w/ DuAont 0.090" SDP Ladlfnate LAMINATED GLASS LARGE MISSILE IMPACT rs000c r REVIEW neaoasNylai with she Ra rlie balding Coda 17-12l2•D� Aaeepheee Na laptraiima )Date 2. 2 wow ow Prefect m 'o - 1 I yam 0 o ¢ O L- ZS d La 0o Z L, m M a Ili —Slide door panels 4< E UMINUM WINDOWS AND CLASS DOORS MANUFACTURER OF QUA ci SGD-9200 ALUMINUM �o rn .4 6 • 0 0 00 0 n Tn Tn E- a Z Ca C/) o z a z r3 V 0 a w 0 0 cc a 2 L9200-1201 8 N a z ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • (MIN. EMBED.) E EXTE PER(METE CAULKING 1" M,n. Edge Dist. 0 (MIN. 3E/MBED:)" s I n TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4' TAPCON or APPROVED EQUAL BY FOR V/ 1 3/4' MIN. EMBED. INTO 3.2 Ksi Conc. B 6' FROM CORNERS g SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. 1 3/e (MIN. EMBED.) 1/4" MAX. GAP 1 BY P.T. VOOD BUCK CLEAR SILICONE N—C)33 BEDDING COMPOUND (uw. E BED.) 7/I6'-LAMINATED GLASS NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. ° •4 4 1/4' TAPCDN or APPROVED EQUAL BY FOR V/ 1 3/4' MIN EMBED. INTO 3.2 Ksi Conc. E 6' FROM CORNERS 1 SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 2BY Wood Buck Substrate Wood Structure -/ (SG) Specific Gravity= .55 rain. (TYP.) O: to N u: w J 'CZN c w N 1/8 SILL RISER ADHERED WITH CLEAR SILICONE FULL LENGTH OF UNIT SILL � n ° TYPICAL ANCHORS _2 PER CLIP TYPICAL ANCHORS IN PAIR5 \V. FOR SPACING .' TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL STRUCTURE HYTA1 $IRUCTORE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL Fy - 36 K51 MIN. (STEEL 12 GA. MIN. THICK - 0.105') B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078' MIN. THICK) WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY (min.) ANCHOR OPTIONS HEAD -SILL JAMB Embedment Edge Dist. Concrete ELCO ULTRACON 1/4' 1/4" 1 3/4" 1 2.85 Ksi BUILDEx 1/4' - 1 3/4' 4' 3.2 Ksi BUILDS% - 3/16" 1 3/4' 3' 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) ANCHOR OPTIONS HEAD -SILL JAMB Embedment Edge DM. 2x Wood ELCO ULTRACON 1/4" 1/4' 1 1/4" 1" .55 SG BUILDEK 1/4" 1/4" 1 1/4' 1' .55 SG S.M.S. (Into 2K) d12 112 1 1/4" 1" 55 SG 1/4" DRILLFLEX SELF DR LLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN) 4.144NU4 i/8" jHK. WIN.1606 =5 MIN.) (STEE! I:• CBINTJ47T WTH•ALLIMINMM TO BE PLATED OR PAINTED) I1Q MS •• • • •• • • INTO ic,PPP0VVD:ULI=ON:l SHIIt•SPACE) 11L EA, DISTANCE • • • • (1/4') INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDER) • • • =/16" INT4•CO1I`�- E•7E AND MA•SDNRY - 3 MIN. (ITW BUILDER) • • •INTO WOCQ SiRUCIVE = 1' y11N.• • • • • • NNTO MET•L•STRUCTI•RE = 3/'•MIN. • • • • • •SEA/MN. • • • • • • • • • FAME A IltNT (INERS /RJ() INS*LLRFION SCREWS AT SILL SEALED WI WHIT /ALUMINUM tOLOREti SEALANT. MIAMI-DADE COUNTY APPR'D MULLION SEE SEPARATE NOA PROW t RYVJQD ""86,031ft eke treldittg Cade Aateptuce N. E cly� , • T2344411100 i ciD SGD-9200 ALUMINUM CROSS SECTIONS, THREE TRACK VERTICAL L9200-1201 Slide door panels w/ or 13 b comply w/ 2010 FBC LL E 8i 0 / E 4' 6 14 i 34 z 4 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD BUCKS NOT By LAVSON IND. MUST SUSTAIN IMPOSED LOADS .11\1\1\1\\\\\\1\H1\\\\\1\\\\H: 41 i' N _ _ i r 3/4_ (IAN. EMBED) CLEAR SILICONE ADHESIVE BEDDING COMPOUND 7/16'-H.S.. LAMINATED GLASS CLEAR SILICONE ADHESIVE BEDDING COMPOUND _- SCREEN DOOR PANEL SCREEN DOOR PANEL COPT ION AL) WOOD BUCKS NOT BY LAVSON IND. MUST SUSTAIN IMPOSED LOADS olu; _ o 1 � A1\1\\H1\1111N 11\\\\1 M, I, I uz:IL II� 5 eft, �II1 3/4' (IAN. EMBED) (OPTIONAL> EXTERIOR DOOR WIDTH C142 1/2') 3D/3T — XXX 7/16'-H.S_ LAMINATED GLASS SCREEN DOOR PANEL (OPTIONAL) CLEAR SILICONE ADHESIVE BEDDING COMPOUND EXTERIOR DOOR WIDTH (961) 2D/2T — XX 0 1/4" GAP MAX. EXTERIOR GRADE PERIMETER CAULKING 1/4" GAP MAX. a � 4 1/44 (MIN. EMBED.) NOTES: 1) REFER TO. SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. X12 X 2' F.H./PHI.-S.M.S. W/ 1 1/4• MIN. EMBED. INTO 2X 2 STEEL BARS REOD. ON P.T. VDDD BUCK (SEE SHEET X9 SIZES AS LISTED IN DP FOR FAS TENER • NOTES AND CHART W/ PRESSURES ELEVATION AT SHEET M R FOR SHOWN ON SHEET 8 OF 14 FOR FASTENER SPACING ) 1111, al' �`Nrr ri1:LlAuW••• • ••• •• •XTBRIOR )RADE • P,IMETER•CAULKOG • • • •• • • • 4 STEEL BAR REOD. ON SIZES AS LSTED IN DP CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 1112 X 2' F.H./PH[.-S M.S. V/ 1 1/4- MIN. EMBED. INTO 2X P.T. WOOD BUCK (SEE SHEET 89 FOR FASTENER NOTES AND ELEVATION AT SHEET * 8 FOR FOR FASTENER SPACING ) • •• •i • • r•• • • • ` • • •4•• • • •,/r •• • • (WN. ENIICIW • • • • • • • • PROMO' BEV16A) ti a0npbnvea die Th*I r Miami CtoM4o lEssirsoloo Dee •'It9Y' i 42r}r9i4O Emboli -71 z hN z MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS SGD-9200 ALUMINUM 01 E- 0 0 0 (4 O z Ca 0 Tn Tn a C5 D: ED 0 Z z O z In o 0 0 CC :24 F 0 O 30 F L92OO-1201 3 c include Multi —Slide door panel 4 E E B. Revised to 7 4 a Z O 14 z • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • 1 /4" MAX. SHIM 1/4- TAPCON or APPROVED EQUAL BY E0R V/ 1 3/4- MIN. EMBED. INTO 3.2 KSI Conc. 6' FROM CORNERS 5 SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. 1 3/4 N. ENBED TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING EXTERIOR GRADE PERIMETER CAULKING 1/4" MAX. SHIM METAL STRUCTURE CLEAR -SILICONE -A11RESN0 BEDDING COMPOUND TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. SHIM DOOR BUCK VIDTH <189 3/4') CLEAR SILICONE ADHESIVE BEDDING COMPOUND NOTE: STEEL BARS RE00. AS LISTED IN DP CHART W/ PRESSURES SHOWN ON ■ SHEET 8 OF 14 I �1 0 NMI Weld -mr ISrrit�l reNg L 1112 X 1 3/4' F.H./PHI. SMS V/ 1 1/4' MIN. EMBED. INTO 2X P.T. V00D BUCK C SEE OPTIONAL INSTALLATION DETAILS AT SHEET 12 OF 14 ) SCREENS OPTIONAL EXTERIOR TEST DOOR WIDTH C190 5/8') 4D/3T — XXXXP METAL STRUCTURE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 12 GA. MIN. THICK - 0.1051 B) ALUMINUM 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) NOTES O O in siu:Rini{ T� 111,1 �Inig '� • E4') • • • • • 1/4' (MIN. EM8E0. FOR POCKET WALLS SEE GENERAL NOTES q #15 & 16 AT SHEET 1 OF 14. 1.1 (EDGE' DST.) POCKET DEPTH 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. • • •• • • • • • • • • • • •• • • • •• • • •----L_-..=j" • • • • SCREENBDOOt PANEL• • <OPT !NAL) • • • • • • • •• • • • • • • • • F4SDDUC' REVS no ateeptylegwh11 the PM& teddies Cede I%.)2)z.i)S AxgMma N• 6XpdTMh• Ode 0 0 02 SLIDING GLASS ALUMINUM SGD-9200 1 1 2 3 0 24 0 amply w/ 2010 FBC 30 4 4 N m i m z • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME 1 3/4" MIN. N.W. 90 ST. EY, FLORIDA 33166 o. (305) 696-8660 VS AND CLASS DOORS SS DOOR (L.M.I.) ATION DETAILS ITEM / PART # QTY. DESCRIPTION REMARKS EMBED. 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM NOTE. 1. FOR ANCHOR TYPES SEE 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM NOTES AT SHEETS S, do 2. FOR POCKET WALLS SEE GENERAL ° c 2 L-9206 1 2 TRACK FRAME SILL 6063-75 ALUMINUM INTERIOR NOTES A15 Pc 16 AT SHEET 1 OF 14, 4. 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM TYPICAL ANCHORS I INTERIOR 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-TS ALUMINUM 8'O.C. SEEAT ELEV. 5 L-9205 1 X PANEL PANEL-BOTTOMRAIL 6063-T5 ALUMINUM v R FOR SPACING ® 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 1 If ® arG-- N D g - 0 O Z O `� .� 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM �� ' m z N 111. m L a ! 0 y o 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUMr ° z tv L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM _'_�"i —' z 9 r- Q N j Is-15 o O REO'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM •' _ `" % q 10 L-9209 AS CI o , ;` 05 TRACK • •'a A 11 L-9214 1 3 FRAME HEAD 6063-T6 ALUMINUM 1`, f La -l� ` ( a 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM • 0 li w m ` ,•c ii u- STEEL BAR REO• ON V 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM EXTERIOR l . SIZES LSTED W/ DP 60ps co J ALUMINU 1ATERIAIS. POCK q 14 PWS-016 AS REO'D. BOTTOM RAIL WTS'P UL TRAFAB NQB67576K I � e TYPICAL ANCHORS o D ABOVE i 3 15 PWS-009 AS REO'D. PANEL TOP RAIL WTS'P .18Tx.310' C7830-6001-U ® F2 AT 8" 0.C. SEE ELEV. �. E 16 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.210' (7820-6001-9) 1/4" MAX. w FOR SPACING n F 1 CID p 17 VWS-0D4 AS REO'D. BULB VINYL (FPVC) I /4' D.D. SHIM 1 a 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16" X 1 1/2' 1 3/4" MIN. q ''5 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. DOT. RAIL EMBED. EXTERIOR a a CO 20 FS-003 2 ROLLER ATTACHMENT SCREW 118 X 1/2' F.H./PHIL. POCKET DOOR HOOK 2 q m' 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP . 6063-16 ALUMINUM ATTACHMENT DETAILS . '' 0 22 FS-042 AS READ. 'C' TRACK ATTACHMENT SCREW h10 X 1' SMS F.H./PHIL. - d 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM FWklwe VlnN IFPVC1 Composition- Team Plastics. !MC. F '1. FPJC Black Compound No.7200-75 rn Notre: evises NOA 12-0127.24 & 12-0127.06 include Multi —Slide door panels w/ or pockets and to comply w/ 2010 FBC evised to comply w/ 2014 FOC evised to comply w/ 2017 FBC 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW 410 X 5/8' PH/PHIL. PHYSICAL ASIM NO- .Z' 25 AR-020 : INTERLOCK STEEL REINFORCEMENT 1/2' X I 1/4' (36 KSD Doomoer Hard.c es' A', ID sec 75 D-2240 Grmip' 1.45 D-792 2 Cis ;ISpecific 26 AR-021 ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSD Temi&& Stengd4 PSI 1640 D-638 3 ° 0 27 - AR-024 >« INTERLDCK STEEL REINFORCEMENT 3/8' X 1" (36 KSD Glen. Ekngarios % 340.0 D633 Maaulas@ lOrr,FJongaton, PSI 765.0 D-638 s a ji 28 HC-047 1 MORTISE LOCK HARDWARE HANDLES Impau Bmdaxss, -31.0 D-746 a o a w/ 6 KEEPER ' 2. FPVC White: Compound No. 7267-75 NRODUCt InVISIND0 0 29 ■ 1 x Panel 7/16" Laminated H.S. Gloss See Glazing Details PHYSICAL ASTM NO. us complying *kb die Flodt& a 30 L-9022 w ASTRAGAL PANEL SILL CLIP 6063-TS ALUMINUM Dwrmlcrliardmss"A', In sec 75 D-2740 Specific Gravity 1.45 D-792 AMC Aaoep►see No\ -MOO US " u 31 L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM Temik Strength, PSI 1640 D618 > Dee Y. 1"S17-'S z Z 32 SM-5731 ■ NEUTRAL CURE SILICONE Schnee -Morehead 5731 Ulmn&e Elongation % 323.0 0638 MMdc�g10056Elonga5m.PSI 765.0 D-638 `` k51.— �1.....-S--- y Inman Britllcnw9 -30.0 D-746 WE( C••••1 33 DC-899 AS REO'D. NEUTRAL CURE SILICONE Dow Corning 899 6 o - m i 1 5 34 • e NEUTRAL CURE SILICONE Trenco Spectre," 2 rc4 41 ' m a : t 35 HC-045 2 NYLON PLUG ( .480' HOLE ) RIGID PVC •• ••• THOMAS J. SOTOS PROFESSIONAL ENGINEER FL LIC. / 55225 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC • • • • • •• • --- y,,4'-•``°�fs 37 FS-005 AS REO'D. FRAME ASSEMBLY SCREWS ae X 1/2' P.H. PHILLIPS • • • • • • • ,�'4,--%. "' :�`u{t'� `•r 38 FS-013 AS REO'D. PANEL ASSEMBLY SCREWS 1110 X 1' P.H. PHILLIPS • •• ••• •• • • • •• ` " ''', " 'Z,-- 39 FS-014 AS READ. INSTALLATION SCREWS h12 X 1 3/4' F.H./PHIL. v ` 0 OS '-= _ 40 PL 75.6020 AS REO'D. GLAZING SETTING BLOCK�� SOFT PVC 1/8' x 1/8' x 2'L. �etS � H Tett: 41 ; - SCREEN PANEL a ••• •• ••• •• • r. .`}.,l 42 SM-5504 AS REQ'D. JOINT SEALANT Schnee -Morehead 5504• ••• • • • • •yq'• 43 ■ a PERIMETER CAULKING ❑SI POLYSEAMSEAL • •• • ••. • • • • • • • "' pck ++ �,1`." 44 . 1 PRODUCT LABEL x • • • • • • : • • Btfat6 5----- Q ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _1 1.000 3.625 nI _T 3.500 062- .376 218 1.0 0 i_ IU FRAME F.062 II.750 IIUI 1-1 .594 --I HEAD Ill O . 3 3.650 062 1.fl1.500 TWO TRACK AT SHEETS HEAD 8, & 9. MULTI -SLIDE F.t 594 FRAME HEAD J 0 I I O--1.687I-- FRAME JAMB 090�I .062 -i j- --T 1.I50 F-.124 - 2.250 1.687 .094 _�`_� , 1.132 062 1.590 559 i 1.619 - INTERIOR INTERLOCK 150 0 L.J 4.154 - 0 FRAME SILL 890 t `.1 so -1.619- .390--j r 1-- �I -.062 , ti 1.241 2.000 2.798 i--+,�� 4�_ 1.590 I + .062-- a 1.1�32 .062 ii 2 039 4 .094-[-- EXTERIOR -1.687 INTERLOCK O -+ PANEL .890 TOP I -- Oa RAIL - PANEL 1.197 I- O BOTTOM RAIL 'I 844 2.280'�'j .094 180 11- 2.686 1.710 1.61 7 } .81 8 1.044 062 GLASS .616 0 STOP 1.842 a LOCK STILE ASTRAGAL 1.655 STILE Q .531 .580 .524 .875 I 3.000 I .070rI-1.250 FIXED PANEL 23 CLIP .125-1-I -�.11 1.142 ASTRAGAL RETAINER I ,-i .1247 SILL RISER ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5.244 070 1 .000 1.594- FRAME HEAD PI 1.500 .086 --IL- 0 500 062- 5.748 12 FRAME SILL .500171 �I( 1 .250 25 INTERLOCK REINFORCING j 1.500 I 0 ASTRAGAL REINFORCING - .688 73 FRAME JAMB [.500 .953 2.094 -.078 31 Pocket "P- Hook .375-+ r_ .2 0 27 INTERLOCK REINFORCING 1001 4 .670 0 "C" CLIP .527 FRAME BOTTOM CORNER •• ••• • • • • • •• • • • • • • ouuy[�rR V • • aaiia�taa MIIY /hs iloe�i� •• ••• •• • • • •7«�pMeNe�7^1Z120� g*nose •eie • d • • • • • • • • • •• •• • • • • • •• • •• • • • }• • • •• • • • • • • • • • 0 i li-Slide door panel SLIDING GLASS SGD-9200 ALUMINUM f' 1 O 022 O m O 01 WIZ 0 .21 1- z aa ca 0 z a a 0 0 ti` 1 d cv O O cv a1 3 a E 0 z rc 0 z ••• • • • • • •• • • •••• • •• • • • • • • •• •• • • • • • • • • • • • • •• •• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—Product 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 pe dorm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ• platy immediate) ' revoke, • modify, or suspend the use of such product or material within their jurisdiction. RER ragwo S the right(' revolsc, • , ; • this acceptance, if it is determined by Miami —Dade County Product Control Section that this$raduct or material faijs • to meet the requirements of the applicable building code. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. miamidad e.gov/economy .... This product is approved as described herein, and has been designed to comply with the•Fk rida Huilding Code?: • • including the High locity Hurricane Zon • ••• •• DESCRIPTION eries "La Porte" 8'-0" Outswing Glazed Aluminum French Dooms • • —• ,)G�VI.I. APPROVAL DOCUMENT: Drawing No. FD-2003 Rev G, titled "La Porte —Impact 'French Out-fwilx Door'; • • : • sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised ou'Nov 21' 2017, signed •; and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section'Renewsr damp with • the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) charts VS door sizes and glazing in sheet 2. See lock option VS DP in sheet 3. 2. See glazing details in sheet 5. For the glazing detail #2 (The 1/8 temp lite is oriented at exterior side in insulated laminated glass make-up). 3. Applicable door egress requirement to be reviewed by Building official 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 renews NOA #17-1212.09 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 Ishaq I. Chanda, P. E. MIAMI-DADE COUNTY APPROVED NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • • ▪ .: : . • . • 2) Cyclic Wind Pressure Loading per FBC, TAS 20519; ' • • • • along with marked -up drawings and installation diagram of aluminuNni.eswirkiFrench door,..: prepared by Hurricane Engineering & Testing, Inc., Test Reports No ,,3'I-11.+-'324I, issued• . • • on 01/06/2011, signed and sealed by Candido F. Font, P. E. : ..• •• (Submitted under NOA No. 11-0202.03) • • • • • • • • CIZ'94 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS7•. • 2) Large Missile Impact Test per FBC, TAS 201-94 • •• • . .• . . 3) Cyclic Wind Pressure Loading per FBC, TAS 203.,9'4 : .. . • • along with marked -up drawings and installation diagram of aluminum Outswing4 iarich door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09-2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02-T095 and HETI-02-T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 03-0219.01) 1(.1.4..11 ��.�•-- Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 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 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HEA 02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HTTI-02-1747�.ETI—Qz;... 1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed ;:iy Rafa0 . Droz— • Seda, P. E. • • • • (Submitted under NOA No. 03-0219.01) • . . . C. CALCULATIONS • ••• •• • 1. Anchor verification calculations and structural analysis, complying Mt1f FBC, prepared by the •; • manufacturer, dated 12/12/02 with the latest revised dated 07/02/31). signed and' : ealed by ::. Thomas J. Sotos, P. E. •• (Submitted under NOA No.10-0128.04) •• • 2. Glazing complies with ASTM E1300-98/ 04 • • • D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (1VIA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC- 2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) 1 c, Ishaq11. Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) • • • • 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, . •..HETI-09n... 2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineei:ing 8, T•estipg, Inc., • (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1'89.'I,. • HEV- -fl 1' 1896,4, .. HETI-04-1896B, HETI-04-1377, HETI-02—T095, HETI-02Lt09Q, HFTI.02-1253; • • • HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742; HETI—AZ' 1763 tit!' • ; • HETI-02-1765, issued by Hurricane Engineering & Testing, Inc. • dated 01/14/03 and •. 03/08/04, all signed and sealed by Rafael E. Droz—Seda, P. E. . • . (Submitted under previous NOA No. 05-1116.06) • • •• • • •• .• • •• dated 10/22/09, signed and sealed by Candido F. Font, P. E. • • • • • . G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors — L.M.I.", approved on 06/06/13 and expiring on 06/05/18. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD-2003 Rev G, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6t Edition) code compliance and update of glazing interlayer. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). ' l(4hKL Ishaq I. Chianda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol ® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises # 14-0908.07, expiring 06/05/18. 3. New Evidence submitted. A. DRAWINGS • • ••.. • . . •• . • . • •. . • •. . . . • . • • • • . 1. Drawing No. FD-2003 Rev G, titled "La Porte —Impact French Out Swing 1]oor", shaats )1 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and 1astsid on Nov 21, 2017, •; signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of "No change". • • .. . B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. .• . • • •.• . F. STATEMENTS (submitted under file #17-1212.09) / 1. Statement letter of conformance to FBC 2017 (6th Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Lab compliance as part of the test report. G. OTHER 1. This NOA renews NOA #17-1212.09, expiring 06/05/23. Cc,.. . L1n..v,�. Ishaq 1. Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-4 • • • • • . IMPACT FRENCH OUT -SWING DOOR BILL OF MATERIALS ITEM / DRW'G / PART # REQD. DESCRIPTION REMARKS L-901 LII-098 FRAME HEAD 6063-T6 ALUMINUM 2 L-902 LII-097 FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM 5 L-906 LII-092 2 x panel PANEL TOP S. BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 L11-091 1 x Panel HINGE STILE 6063-T6 ALUMINUM 7 L-905 LII-094 1 x panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 LII-095 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM 9 L-911 LII-085 AS REO'D. 1/4 ROUND ALUM. BEAD - 7/16' 6063-75 ALUMINUM 10 L-912 LII-087 AS REO'D 1/4 ROUND ALUM, BEAD - 3/8' 6063-75 ALUMINUM 11 FD-624-2 L-908 2 x pone( HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 VW S-001 TP 3286 AS REO'D. Bulb Vinyl Vts'p.-Team Plastics, Inc, See Material Composition at Sheet 6 13 PWS-001 AS REGD. VTS'P. a TOP/BOTT. RAILS Schlegel FS - .187'w. X .210'h. 14 PWS-002 AS REGD. VTS'P. € FRAME HEAD 6 JAMB Schlegel PB - ,187'w. X .330'h. 15 . L-910 LII-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16, FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM 17 FD-631 L0-086 AS REGD. GLAZING ADAPTER 6063-T6 ALUMINUM 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (B TOP 6 BOTTOM OF LOCK STILE) 19 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET KWIKSET - Series 690T COMBO 20 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series FB350 COMBO 21 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO 22 ■ FS-035 AS RE0'D. Frone InstolL Screw - Head (See Notes at sheet 4 of 6) 23 ■ FS-035 AS REU'D. Frone Install. Screw- Jamb/SITU (See Notes at sheet 4 of 6) 24 FS-026 8 FRAME ASSEMBLY SCREW #12 X 3/4' PH. -PHI. 25 FS-012 AS REO'D. JAMB ADAPTER SCREW #10 X 3/4' P.H.-PHI. 26 FD-634 LII-171 AS REO'D. 1/4 ROUND ALUM. BEAD - 11/16' 6063-T5 ALUMINUM 27 FS-043 8 GLAZING ADAPT. ATTACH. SCREW #8 X 11/4' FH.-PHI. 28 FS-049 2/Panel Double Rail Assembly Scree 3/8'x2 1/4' Hex Screw 6 Nut 29 AS REO'D. NEUTRAL CURE SILICONE Schnee -Morehead SM-5731 30 ■ ■ AS RE2'D. NEUTRAL CURE SILICONE Day Corning 899 31 ■ AS REO'D. NEUTRAL CURE SD-ICONE Trenco S-500 32 AS REO'D. Laminated Glass see Pg. 5 Dupont - Sentry Gloss Plus 33 AS RE0'D. Laminated Glass see Pg. 5 Dupont - PVB 34 ■ AS REO'D, Laminated Glass see Pg. 5 Soflex - PVB 35 HC-002 2/Panel PANEL ASS'Y ALUM. PLATE 1 1/2'x 2'x 1/8' (6063-T5 ALUM.) 36 HC-004 2/Panel Panel Ass'y Full Lenght Rod 3/8'Dla.-20D Rod, Plate, Flange Nut 37 ■ FS-011 8 HINGE ATTACHMENT SCREW #10 X 3/4' P.H. / PHI. 38 ■ FS-044 12 SIDELITE ATTACHMENT SCREW #10 X 1' PH/PHIL. - (17' OC Max.) 39 HC-006 62PP05013614 6/Jamb 1/2' ➢ia. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 40 HC-007 62PP08713G11 2/Panel 7/8' Dia. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 41 HC-010 1/BOLT FLUSH BOLT SRI Plug - Nylon 6-6 SUNCOPLASTICS Inc. Rockwell M-79 42 L-913 LII-086 AS REG'D. 1/2 ROUND FALSE ALUM. MUNTIN 6063-T5 ALUMINUM 43 AS REO'D. INT FALSE APPLIED MUNTIN 125' X .022' STOCK ALUMINUM 44 L-915 12-623 AS REO'D. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long 45 L-916 LII-117 AS REO'D. FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM 141061JC1 RENEW. s, ea•ply's( Melt goer 8aidis6 Cede It -o$0 Acteptasee Na Espin6o. '..., . -F•. By.-.11• 441a•II FMMIDet ANCHOR NOTF9' Sidelite Panel Vidth ( 33 13/16' max, _ITE 145 1/2' Max Unit Width Same anchor mooing I Swing as sillPanel Vldth 11 ( 35 3/16' max. 1 1 1 1 1 5' T 8 5/8 top I hinge /%/ Sidelite grbm SJ SEE ALTERNATE BOLT OPTDNS AT SHEET/ 3of 6 / o'�l °m75'8' Active OGG #fie Inactive 1 6 1/2' dead -bolt ALTERNATE BOLT 0 9 AT SHEET Y of 6 25' nx, DLO Idt C 6 13 1/e' fr-6' 5�i/!f- (pax. 0.c I 1/4L5_ 1. SEE ELEVATION AT SHEET-1 OF 6 FOR (at sldelite) 3/4 ANCHOR 0.C, MAX. SPACING AND LOCATIONS. 2 SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL SEITELL 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 3). MAX. FRAME SIZE 146 1/2"w. X 96 3/4"h. 0X000 4). 8XT & INT FALSE COLONIAL I6UNTIN APPLIED W/SILICONE. 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RADS 8). MAX. DAYLITE OPENING WIDTH = 26" 7). MAX. DAYLITE OPENING HEIGHT = 83 1/8" 8). SEE ELEVATION AT SHEET 1of6 FOR MAX. ANCHOR SPACING 9). ALL DIMENSIONS SPECIFLED ARE IN INCHES 10). NO HURRICANE SHUTTERS ARE REQUIRED 46 FD-635 HC-050 TWO -POINT FLUSMBOLT LOCK OPTIONAL ( FOR +/- 76.0 psf DP) 47 FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM. ANGLE 1 I/O',, 1 1/2'x 1/e' Alum. 6063-T5 48 FD-627 FD-627-1 2/Ponel 2-Point Lock Bolt Guide ANGLE 3'x 3'x 1 1/2'• 1/8' Alum. 6063-T5 49 AS REO'D. Joint Sealant- White Colored 'Purvis Co' Super Seal 50 FD-638 HC- 1 SET LOCK ACTIVE HANDLE 6 TRIMSET ASHLAND *W5201A-A 51 FD-637 NC- 1 SET MULTI -POINT LOCK ACTIVE ASHLAND *W5110-STACT5 52 FD-'640 HC- 1 SET LOCK PASSIVE HANDLE 6 TRIMSET ASHLAND #V5201A-P 53 FD-639 HC- 1 SET MULTI -POINT LOG( PASSIVE ASHLAND *W5110-STPAS4 54 15-641 HC- 2 x Panel Multi -Point Lock Bolt Guide NYLON 6-6 Rockwell M scale 79 55 FS- 4/GuIde Bolt Guide Attachment Fastener #6 x 1/2' P.H✓PHIL. 56 FD-642 HC- 1 x Lock Lock Top Mount Adapter NYLON ADAPTER 57 FD-643 HC- Sx Lock Lock Bottom Mount Adapter NYLON ADAPTER THOMAS 1. SOTOS PROFESSIONAL ENGINEER FL LIC. # 65226 P. . -'.-'' 8 .Ii NOV DATE ►A000C f YEVI6Pm sa ampbfi6 wile Me BieN61 Aeoeptsa,.NNo 11-/212.45 Eyiradw Date 70o6o0,0!d • • •Wee' {yRf PTylrt CMM• • • • /2'12 3/4'- 4 /2 4 1/2' - 14 I/8'- 3/4 nox. oc, a' ac of (nox o t active panel) Inncilve panel) "OXXO" EXTERIOR ELEVATION 4 140TF.' Same anchor epaoin6 at frame head & s01 1 5' 5' 63/i' I NOTES. 1). THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014-5th EDITION & 2017 - 6th EDITION). 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF FBC CODE. 3). 1X OR 2X W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE, 6). ANCHORING OR LOADING CONOTTIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL LIMITATIONS: 1). MAX. DP = ±86 PSF W/ (4) Surface Bolts & Glass Types A, B, C & D. (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 2). MAX. OP = ±76 PSF W/ 2-Point Lock (active)} (2) Surface Botts at Inactive 3: MAX!' eP = ±76 PSF W/ Flat Sill & must be used where water infiltration is net required or opening is protected by overhang ratio greater than one. � . M DP = te6 PSF W/ Multi -Point Lock (1-active)+(1-passive) at Inactive Ravi/on Notes: !sed t! /otaply #f FBC2de7 & t11de@ • • Insulated Glass 01/22/10 / Ashland Mutt -Point Lock 01/27/11 • * . Revised to comply w/ 2010 FBC MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS S Reviid•l• comply ,/0201 /BR • ores co•.: rart Car Pr* Careen, SerW/M.det am: sheet Ilevisedtto comply w/ 2017 S'BCse • NOA+PPP VAI IMPACT FRENCH ODOR 1 OF a E OF ; to 9"4i6: Neycn�e !Boo i jy/ .' • "Ca '.forte" Impact" French Out -Swing Door Mt91?. 4- s • Nelson Faso 01/20/12 • WSON S.r.JO• (IN17"LT STre' s, INC. ) • '. e..l.: Rw . N.w,oer: metre. 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 Onou4ne mow' FD-2003 Amt.. lave G • • • • ' • • • • • • • • • • • II • • e • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 110 7/13' Max Unit Width Swing Panel Width 0 35 3/16" m, SEE ALTERNATE /-3 5 AT SM I III__ 11 %ii 11 II /i% I) I II 0 Max.,zitl. di ;jii II ll s ms Ac,.Lve II /i% I` a P �1 �� Ia+ II 1 II fly ,� �I p SET "OXO" ELEVATION /! a/16' Max Swing Panel Width ( 3 3/16' m0x Unit vmth SEE ALTERNATE OPTIONS AT SH 0 ..' �Z io . h G a ..PC _° x =d 2'° y c+, >i S ei I ACtly11 it II II II Inactive il / i ll , , Sidelite Panel3/II±th ( 33 116' max.) 145 1/2' Max SEE ALTERNATE 80LT 3OPTIONSAT SHEEP 0 Unit Width Swing Panel Width ( 35 3/16' max, 7 ya 3/4" Max Unit Height C 95 1/4' max. height For Door r/ for 1/2' hi Silt ) Panel Height C Hax. 93' hi ) 11.111.11 ' I' ri '• a' II i 17 II �x5 0 II/� 21 //i% II II %/, Z G / Se \ II © / /it II •'ctive I II t / II ' Q - it.% 2ol II/ II ./ / Q /// Active /i/ r'._i II►Z II �. `O �T: II 111 i.■111= SEE ALTERNATE 80LT� OPTIONS AT SHEET 3 of a "OXXO" ELEVATION ANCHOR NOTFS' 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF' 6 FOR INSTALLATION . FASTENERS TYPES "XX" ELEVATIONG S'dellte Panel Vlden 33 13/16' me "OX" ELEVATION APPROVED CONFIGURATIONS NOTES. 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. MIMIOUC1 iUCNLWIND ▪ eowptyhi wM• 4 rim* D.Wi R Cade Aceepaooe Na lb' OS>7 O' Esplranas W l r By '.U+•7 1 •l..l,.�....�51- Mind ••MI>A•iHt'i�p mower =vine wMsanseit& kaiaksCede AND - 1 .6/ Ea¢rUVY Doe THOMA9 J. 90T09 • • • • • • • • • • fri of •.`• O : P•:•4:15 DAZY/L:S,, • PROFESSIONAL ENGINEER FL . # 06225 '3 • • • SEE ALTERNATE BOLT 3 OPTIONS AT SHEET 38 5/8' Max Unit Vieth FleAT SMEEf T "X" ELEVATION 38 5/8' Max Unit Width LT gS AT SH T BOLT "0" ELEVATION "LaPorte" IMPACT FRENCH OUTETING DOOR - DESIGN LOAD CHART PANEL WIZ GHT ACTIJAL (DIC�9)•. NW®ER OF ANCHORS hAIE) DP PANEL WIDTH ACAL (IXCHE9 DP ( P8F ) GLASS 'A" & "E' TYPE +/-(PSF) GLASSS TYPE 'S' +/-(PsF) TYPE'C' +/-(PSF) GLASS TYPE "D' +/-(PSF) WIDTH • HEIGHT • WIDTH • 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 77' '(51 5 +86A 11 3/16' +76.0 +76.0 +76.0 5 +86.0 17 3/16' ±76.0 +76.0 +76.0 5 +86,0 23 3/16' ±76.0 ±76.0 +76.0 5 +86.0 29 3/16' +76.0 +76.0 ±76.0 S ±86A 31 3/16' t76.0 ±76.0 ±76,0 5 +86.0 35 3/16' +76.0 +76.0 +76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' e(61 6 +86.0 11 3/16' +76.0 +76,0 +76.0 6 +86.0 17 3/16' ±76.0 ±76.0 +76.0 6 +86.0 23 3/16' +76.0 +76.0 +76.0 6 ±86.0 29 3/16' ±76.0 ±76.0 ±76,0 6 +86.0 31 3/16' +76.0 +76,0 ±76,0 6 ±86,0 35 3/16' +76,0 +76,0 +76.0 •• P PANEL MUST MEET APPUCABLE REQUIREMENTS PER BUILDING CODE MENTNESIS INDICATES / OF ANCHORS AT FRAME JNIB. • • • Revlon Notes: • • • • • • IRAsed t1 b141y TySBC2017 & rde• Insulated Glass 01/22/10 Ashland Malt -Point Look 01/27/11 Revised to comply w/ 2010 FHC R com l Ol 'LA WS ON NTRN (AD1_79IES, IC. ) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 LUYWUM MINUIICTURER 0l QUALITY AWINDOWS AND CLASS DOORS �v1e tO complb`%itOlf • • WaA AL a IMPACT Nalioa me M°' imori4.{ • • u/(ti/1•"I`ll Porte" Impact" 1•.�•n Nol.on o 17 '1? • • • • sew a.t.a. Asfesenes AV,Nm • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 'FRENCH 00.00. IS."'„' BNrec FRENCH 2 0E 8 French Out -Swing Door en•el+r' NineT FD-2003 ae,4.lan Gawk G 5/16' TAPCON V/ 1 I/O' MIN EMBED. (SEE NOTES BELOW FOR SPACING) 2 x <P,T.) WOOD BUCK 1/4 MAX. SHIM TYP. 1 1/4' MIN EDGE D TYP Active L_J LOCK STILES WITH FLUSH HOLT — 1 }' MIN EMBED TYP INTERIOR SIDE PJ1TERIOR SIDE EXTERIOR SIDE (MI JAMB nactive Active INAT GL SS MULLION INTERIOR BIDE EITERIOR BIDS L _ J LOCK STILES WITH TWO -POINT LOCK & FLUSH HOLT nactive INTERIOR SIDE 2' Sill Height MIN EMBED. INTO 3500 PSI CONC. (TYP.) S/16' ELCO TAPCON W/ 1 1/E' MIN ENDER (SEE SHEET-1 OF 6 FOR LOCATION AND SPACING) 0 OPTIONAL - DOUBLE BOTTOM RAIL DETAIL 1/4' EDGE DIST.) INTERIOR SIDE LOCK STILE Inactive mm .®EXTERIOR SIDE PR00007 it6s908880 es hoepb1. wNb Abe pleb DeWI.E Cede Acceptant N• Ig6seS•66 Esping*.DaY 4]',L'S, to k� ...�— �.a�tlw „Oxi(O° UNIT WIDTH Two —POINT MULTI —POINT MAX. DP = t76 PSF MAX. DP OPTIONAL LOCK DETAILS TBONAS PROAli'. ESBI .A g,9 •� , . • i '` DATET_ _ MULLION OPTIONAL BOLT 0 TOP RAIL OPTIONAL BOLT 0 BOTTOM RAIL < SEE DETAIL E3 FOR MOUNTING LOCATION ) FLUSH BOLT & te6 PSF TWO -POINT LOCK LIMITATIONS: 1). MAX. DP = t86 PSF W/ (4) Surface Bolts & Gloss Types A, B, & C. 2). MAX. DP = ±76 PSF W/ 2-Point •• • • koc: (a� ve�t{2 Surface Bolts 0 Inactive jl".9•.,�i� •• aRaviPlo'i.Notii •• • • a `�L6 F�� BcvHed b edtaplp w/ FB$0007 k added • • +� • dnaulald Gls. ly/2yj0 �6 : # ". Ashland Mutt -Mat Lock 01/27/11 Revised to comply w/ 2010 FBC _ JrRevised to comply w/ 2014 FBC re Ol< %�'• •R.Tyej jo comply,rh 2017♦FBC C•e Q P;'Z • ' ' •' Nelsol� �ras° •11/0 1/17 ......... • *Ir..'" Nall Er oo • �p1/20/l2 I�i `�• • • • s w: a.t.e. 1 x (P.T.) WOOD BUCK <SEE NOTE 3, SHEET 1) JAMB 5/16' TAPCON W/ 1 1/2' MIN EMBED. SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING 1 1/4' 1 Mlnl un Edge tIstance 1/4' MAX SHI 1 — MIN EMBED (TYP.) ANCHOR NOTFG• 1. SEE ELEVATION AT SHEET 1 OF 8 FOR ANCHOR 0.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. ontauuc F REV D 41 •eaMI 4.$wi4bvile Blret z. bailie{Cad► A.cepla.ea NO EapkeWr Date � �N.�.- I.4'<tNtri oB © Ir. �.ii r�b.r v �:I L� (') OPTIONAL SILL 1 1/4' (MIN. EDGE DIST.) (•) FLAT SILL NOTE. DOORS S. SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT THIS TYPE IF SILL IS LIMITED TO 4/- 76.0 psF DESIGN LOAD AND MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THEDOOR1S LOCATED. INTERIOR BIDE MIN EMBED, INTO ' 3500 PSI CONC. <TYP.) 5/16' ELCO TAPCON V/ 1 1/2' MIN EMBER LA WS ON (I2,T15YJST1i.IES, 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER OF QUIL717 ALUMINUM REDOES AND CLASS DOORS Drno CM.( P•i new Rat C.Ayev, Anst/Lodsh /Um SAeeh N0A APPROVAL IMPACT FRENCH DOOR 3 OF 6 "La Porte" Impact" French Out —Swing Door Allormee MvMm D1ANA...NT( FO-2003 Ao,xeNn Leo,h G • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • •• •• 5/16' TAPCON W/ 1 1/2' MIN EMBED. SEE BELOW FOR SPACING 1 x (P.T.) WOOD BUCK (SEE NINE 3, SHEET D 1/2" MIN. EMBED.) I 1/ 4' 1011. _par MST. TYP. I MIN. EMBED TYP EXTERIOR SID SILL 1 1/4" (MIN. EDGE DIST.) INTERIOR SIDE LOCK STILE r Active UNIT WIDTH EXTERIOR SIDE 5/16' TAPCON V/ 1 1/2' MIN EMBED. JSEE NOTES FOR SPACING) /—tiCIPersal. 1 1/2' MIN EMBED. NOTE 3, AT TYP SHEET 1) 1/4' MAX. SHIM TYP, GLASS INTERIOR SIDE 2 SRA Height 1 MIN EMBED TYP 5/16 ELCO TAPCON W/ 1 1/2' MIN EMBED. --.Ii 1/4" (SEE SHEET 1 OF 6 FOR SPACING) (m,N, EDGE D(st) 1 1/4' MIN. EDGE DIST vti7.Typ • '• 5. EXTERIOR SIDE 1.3 SILL JAMB 1/4' MAX SHIM —1 i• — MIN EMBED (TYP,) 5/16' TAPCON 66/ 11/2' MIN EMBED, SEE NOTES FOR SPACING 1 x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) 1/4' MAX. SHIM TYP. Sldellte Attachment Screw < 6 Screws 2 each side of Jambs, - 12 total per sIdeltte > INTERIOR SIDE 17' Hex 1.6. 2' SIN e.m light 1i'.14iN00ErsrCoIt4J0 (TYP.) mono mon, Mitt go 111110116 8old• 1a64Cede Ample/me No 18^4/15343C Active txplrottos Date 44.17477:X By I THOMAS SO PROF055IW11L EN FL LI DATE_ 1 x (RT.) WOOD BUCK <SEE NOTE 3, SHEET 1) INTERIOR SIDE • LOCK STILE Active UNIT WIDTH EXTERIOR SIDE LOCK STILE el 0 RIOR SIDE 0 0 41111.11....1 LOCK STILE 0 11. EXTERIOR SIDE • • • • • • • 55225 • • .;. • ' • •Rev:sio: Reeleed•to Flf:2007 & added ,a` ••Ineul•ted Gyve el/pahLO % Ashland Molt -Point Lock 01/27/11 • * Revised to oomply w/ 2010 FBC Z Revised to comply w/ 2014 .FBC 044 Rets&d.to 2017. FBC OF 41./ /1•44.4.6,67 Erf. Owe.* Nemotillao li/01/17 Pravw • 1/20/12 cAP:4",-44* Nt..e -c-Ts • • • • • niloo • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • III0 00 • • • •• •• 0016 • • • 000 • • maim n.t.s. 5/16' TAPCON W/ 1 1/2' MIN EMBED. SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING 1 1/2. (MIN. (MBED.) —TYP. PRODUC If MINIM *1 eamcblally4th doe 0 15M4Esiiiteile Abeyant N ErEEEmE smE Expire*, Dote Active o4linV /.....0.51.K STILE Orsisol -Ceselgol INTERIOR SIDE LOCK STILE er) CD SIdeltte Inactive L. ... .J EXTERIOR SIDE INTERIOR SIDE EXTERIOR SIDE INSTALLATION FASTENERS NOTES: 'IX BUCK" MINIMUM REQUIRED FASTFNFR LENGTH HEAD: 5/16" X 3 1/2" Long TAPCON(*) JAMB: 5/16" X 2. 3/4" Long TAPCON(4) MULUONS: 5/16" X 2 1/4' Long TAPCON(*) 01 TAPCON BY 'ELCO ULTRACON" "9X BUCK" MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16" X 3" Long TAPCON(0) JAMB: 5/16" X 2 1/4 Long TAPCON(') MULLIONS: 5/1 6" X 2 1/4' Long TAPCONM 0'1 TAPCON BY 'ELCO ULTRACON" ALSILL' 5/16' TAPCON w/ 1 1/2' MIN. EMBED 1/303500il113ca4-6/131. ItIMM: 24L FASTENERS W/ 1 1/2" MIN EMBEDMENT 1 1/4' MIN. EDGE DISTANCE & 1/4" MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy- i 55ksi ANCHOR ULTIMATE STRENGTH Fo.,177ks1 • ALL TAPCON LENGTHS ".1.* SPECIFIED ABB MINIMUMS ( SEE ELEVATION AT SHEET 1 of 6 FOR ANCHOR MAX. SPACING AND LOCATIONS ) LAWSON 1314N1114CTURRR OF QUALM"' ALMOND], 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 WINDOWS AND CLASS DOORS Avow Vague Por. 664 NOA APPROVAL Pre4 Ca4oe4r0c IMPACT FRENCH DOOR new Sheet 4 Or 6 "La Porte" Impact" French Out -Swing Door Atforynom M0,101 Drawls. "mbar: FD-2003 0,4•4en L. 4 ZOOM 1128 SIR x 3 SIR x /+• PwPwL 121/4 (I 4i ' VEATHiRSTe1P FACE li \ SILL' SEALANT DETAIL NOTE. LEADER TO DE SEALED SKLAR IC SILL LIFT Or AND REMOVE DEPTH LUG — LOWER PRE-4UCHED 1ULE MITTEN LER JA1• FRAME ASSEMBLY DETAIL NNGE ATIA04NRNT SCREWS 031 010 x 3/4' PH/P IL. HINGE ATTACHMENT DETAILS ACEESS Nab NOCE ATTACINENT SCREWS 1131 110 x 3/4' PH/PHIL. STILE BOTTOM SIDELITE ATTA04[HT SCREWS N32 1110 x 1' PIL/PHIL DOME GROVE INTERIOR SIDE MOOR 'B SIDELITE/JAMB ATTACHMENT DETAIL SIDE ADAPTER. - PANEL ASSEMBLY DETAIL 0 INTERIOR SIDE ()Glazing Adapter LS/g.JGlazmg Depth 3Dicone Ceulkl(>g Laminated Glass Types 'A", "B" or "C" by : (see below) <SEE TABLE V/ CORRESPONDING GLAZING TYPE L DESCRIPTION) 'A' 1/4 Round Bead EXTERIOR SIDE GLAZING DETAIL #1 0 0 - SENTRYGLASS by, Kuraray America, Inc. - TROSIFDL PVB by, Kurorny America, Inc. - SAFLEX PVB by, Eastman Chemical Co, GLAZING TYPE & DESCRIPTIONS .488' 0/A Laminated Glass by Dupont - Glass Type "A" ITEM DEBCEPlION ➢ETAR 32 1 3/16' Annealed 2 .09D' SentryGlass Intirlayer —77$• 3 3/16' Annealed- .340' 0/A laminated Glass by Du nt - Glass Type 'B' TTE11 DESCRIPTION J DETAIL co 1 1/8' Annealed g1• .— 2 .090' TRDSIFOL PVB lnterloyer i saw 3 1/8' Annealed .340" 0/A Laminated Glass by Solutia •- Glass Type "C ITEM DESCRIPTION Drum ED 1 1/8' Hest -Strengthened Glass I. 2 ,090' Sams PVB Inte(nyer MEE 0340' 3 1/8' Neat -Strengthened Glass INTERIOR SIDE ()Glazing Adapter G1 5/16' laminated Glass Types "D' or "E' ® ca by (see below) (SEE TABLE V/ CORRESPON➢ING GLAZING TYPE a DESCRIPTION/ 5/B m De • th Silcone 1/4' Insulated Air SDaoe w/ 1/8' Temp. Glass INSULATED SPACER 'TruSeal'- Glazing Bead Dura Seal Swiggle Spacer 26 Black - 1/4' Ale Space Pt14e. 812-25H-357 EXTERIOR GLAZING DETAIL #? 'D' - SAFLEX PVB by, Eastman Chemical Co. 'E' - SENTRYGLASS by, Kurorny Americo, Inc. GLAZING TYPE & DESCRIPTION$ .940" 0/A Laminated Glass by So utia - Glass Type "D" IRA[ DESCRIPTION DUAL ix,1/.1.2 t 1/8' Heat -Strengthened Glass .090' Sattex PVB Interlayer Ir 3 1/8' Heat -Strengthened Glass ,„, '1" _ may. - 4 1/4' INSULATED AIR SPACE 5 1/8' TEMPERED GLASS .340" 0JA Laminated Glass by So utia - Glass Type "E" rTEy DESCRIPTION um 1 1/8090' Heat-StrengthenedGlass 2 .090' SentryGlass Interlayer erl 3 1/8' Heat -Strengthened Glass O oser 4 1/4' INSULATED AIR SPACE 5 1/8' TEMPERED GLASS 1114 SMS DR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) —{PA-0.125 THK. MIN. ' ---- EDGE DIST,(6063-T5 MIN.) ALUMINUM TUBE MULLION REFER TO APPROVED MAMA -DADS NDA 1 1/4 KIN. EDGE DIST. T P-{ P1td1 Beyond tel 1/4 MAX. SHIM TYP. 414 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURE <SEE NOTES FOR SPACING) I. II---I2 GA. MIN. MIN EDGE DIST. (fy c 36 KSI MIN.) STEEL TUBE OR COLUMN (STEEL IN CONTACT V/ ALUM. TO BE PLATED CR PAINTED) Pitch blond Sal TNdnrer l 1/4' MIN EDGE DIST 5/16' TAPCON W/ H -TYP 1 1/2' MIN EMBED. INTO CONC. <SEE NOTES FOR SPACING> (CONC TOBE 3 KSI MIN.) 'E.42;ED (ABM. 114' MAX. SHIM TYP. NOTE. OPTIONAL INSTALLATION DETAILS MAY APPLY TO ➢2OR FRAME JAMB AND/OR FRAME HEAD (TYP,) 1/4' MAX SHIM TYP. 5/16' ELCO TAPCON V/ 1 1/2' MIN EMBED, (SEE NOTES FOR SPACING) 2 x W00➢ BUCK SEE GEN. NOTE k3) 1/4' MAX. SHIM TYP. FRAME INSTALLATION OPTIONAL DETAILS totoDuclisnecivur as coo•b4sOwib (•e l54I Balding Pee Accepts.* as A(. Laplrarloa 1•ms '+� THOMA9 • PROF211/111 FL 1 522 • • wNaz H1Lp1 END 0.11R pp STAAn1n1LLE-S+NE ) 50N'i No' L((1+ )S HEEL MN T a NYLON WANING ,NoMC i.EE. NOG 511 I ea"„ • • 1 HINGE ASSEMBLY DETAIL • • • •• #71924-2 it aReejpo*y Nojpyi • • • • lIn e•ed Glow Oil/2'PR•2007 & added 1/2 Ashland Mutt -Point Look 01/27/11 Revised to comply w/ 2010 FBC Revised to comply w/ 2014 PBC allavl/ei Ao complyirh 2017 F8C R.4nsatl), t NelsoaVasa � e/ • �101 17 ▪ Zia iti41)P•ep • r.rn . N�laoot Ergao � 1/2o/12 DATE �1A .. /ON t J4 �eNA • • • Soak: 010E31 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • Dots. 111 *ROOUC f REVIEW with She Fleet* 'midi.% Cede Aeteptsece No l -/2 2.05- E.yMMtima late *&i✓ PrWt. Caudal LAWSON NDT-TSTRIES, INC. ) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER OF 8UALI77 ALUMINUM WINDOWS AND CLASS DOORS Draw aloes NOA APPROVAL Pert Ms.: Prod autery IMPACT s.Lee/rw0 FRENCH DOOR flea Saw. 50F s "La Porte" Impact" French Out -Swing Door Pert TAenee, news.'"N"' FD-2003 11.4Mrn tomb G OPTIONAL 46 TWO -POINT LOCK LOCK #HC-060 (+/- 76.0 psf DP) 3/8' 0.D. STEEL BOLT TUI 58 GUIDE MULTI -POINT LOCK ACTIVE CYLINDE LOCK ACTIVE HANDLE 6 TRIMSET 57 BOTTO GUIDE 3/8' 4D. STEEL BOLT 3/8' 0D. STEEL BOLT MULTI -POINT LOCK PASSIVE PASSIVE HANDLE 6 TRIMSET BOTTOM GUIDE 57 3/e' O.D. STEEL BOLT Optional Multi -Point Locks (+/- 86.0 psi DP) Active Lock ASHLAND 64,5110-STACTS Passive Lock ASHLAND 6V5110-STPAS4 HANDLE & TRIMSET ASHLAND 8V5201A-A HANDLE 6 TRIMSET ASHLAND 4V5201A-P FLUSH BOLT AND O49 TWO -POINT LOCK ANGLE GUIDE #FD-627-1 .076 -II- 1 .875 17 1.259 -{ GLAZING ADAPTER #L-910 -I n50 .460 .986 L U .908 F- QUARTER ROUND 2B (11/16") BEAD #FD-634 1.500 L124 1- r{ 1.500 INACTIVE -PANEL 47 AANNGLEE GBUIDE 1 1/2' LONG #FD-626-1 .119 I .730 1- 2.031 -( 0 HINGE LEAF #L-908 726 1.8 QUARTER ROUND 10 (3/8") BEAD #L-912 1 1/2' I-1/8' SIDELITE PANEL ALUMINUM PLATE 35 2" LONG #HC-002 STAINLESS STEEL BOLT (s) (NO 5/16' 0.0, SSS (•/- 76.0 psi) (s) 3/8' D.D. SSS (•/- 860 psi) INACTIVE -PANEL I8 FLUSH BOLT #11C-001 .045 0HALF ROUND 42 FALSE MUNTIN #L-918 1j^.67D i-.060 .835 1 -T .809 1 OQUARTER ROUND (1/4") BEAD #L-911 .656 3.5 1.750 �-1 - .096 OPANEL HINGE STILE I(L-907 4.187 1.750 .098 1 .075 5.05 OPANEL LOCK STILE #L-905 1.250 .064 .064 2000 7 4.500 OFRAME SILL #L-902 I- 1.625 -0198 ORAIL ADAPTER #L-909 Flexible Vinyl IFP7C) Compo6tion - Team Plastics, Inc. '1. FP/C Black Compound No. 7200-75 PHYSICAL ASTM NO. Ammeter Hardmss"A",10 see 75 D-2240 SPmi6"Gra0y 1.45 D-792 Tensile Strength, PSI 1640 D638 Ultimate Elongation % 340.0 D638 Modulus® 100%Sx g.t , PSI 765.0 Impel BriUleoes• -31.0 D638 • D-746 '2. FPVC White: Compound No. 7267-75 PHYSICAL ASTM NO. D4rometerHadness "A", 10 sec 75 D-2240 Specific Cmty 1.45 13-792 Tensile Strength, PSI 1640 D-638 pa Ultimsa Elongtio6 % 325.0 D638 as Medulos @ 100%®ongaim, PSI 76 D ik Impact Brittleness, -30.0 0-746 4,000 - 1,75 - .072 .072 .094 - .082 T 5 PANEL TOP & BOTTOM RAIL #L-908 4.500 I-- 1.750 --I .125 J .100 .136 - .065 1.812 OFRAME JAMB yL-903 OJAMB ADAPTER #L-904 4.348 rf00 1 _J_ 1 0.078 J i 0.058 J 4.066 44 FRAME HEAD SHEAR PLATE pL-9i5 NOTE. 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 2. SEE ELEVATION AT SHEET 1 OF 6 FOR tkiniacitio MAX. SPACING AND LOCATIONS emptying wilt INA& t•ADCPR IET:tbQ ai.R Gad. ! -'0 s 3'6L **Wig Ueda mr E6wiaf E v tie* ®sealAn•Nssee No J-1217.09 PBOFESSHIHAL ENGLERt . i • - • 41 1 144.. " , (j„ PJ ! � • � i --�•' •a•�IsnKtTrPiodlsn� Cyl DATE_ • P'L LI♦1. # ..5,226 • • • • s1K• • •Reviioe• No•a• • • :• SQT 1,1 • *Reviled Ta Am FBt2007 added '4E14 Itt, • 4nsoblsd Gl/b•p /2./•0 - Ashland Hult-Point Lock 01/27/11 :1r ^ Revised to comply w/ 2010 PBC Revised to comply w/ 2014 FBC • • : it r) •11ev1.e/ So complypr 2017•FBC E pF "1fIi":* Nebo; �ruo do-: p'�� •Drava Or • • • • yl !,., a 14. • • • • Nebo,. Eriro • O N AL cv° • Ij • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • I•a CA..A.c •11/01/17 2• Dv tun,: •01/20/12 a.ete a.t.s. r218 r100 2.688 I J U (•1 NOTE - REFER TO DETAIL '133' AT SHEET • 3 OF 6 FOR ADDITIONAL NOTES AND LIMITATIONS. -500 LA WS ON (I1,717T-TST1.2IMS, INC. ) Draw cwn NOA APPROVAL 4.500 FRAME LOW SILL #L-918 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8680 MINT1p1CTURPR OF 0001.1TY ALUMINUM WINDOWS IND GLASS DOORS Pert Clam: hot GWVe ay satt41s46 IMPACT FRENCH DOOR Maw Shark 6 OF 6 "La Porte" Impact" French Out -Swing Door Prof NuN.n 2rse6r *"" .' FD-2003 DaAM" L.,.i• & 8/2/2018 Folio: Address: Owner: 11-3206-014-4080 1230 NE 95 ST JERROLD DUMAS ROSARIO DUMAS Building Sketch Viewer Miami -Dade County Office of the Property Appraiser Building Sketch Viewer Actual Area: Living Area: Adjusted Area: 3,641 Sq. Ft. 2,261 Sq. Ft. 2,771 Sq. Ft. Building Number: 1 • of 1 Roll Year: 2018 Previous Next. 4r 19 PFL 11 2s--1 15� 40 10 10 L.17___LeJ • ONE : One Story • GRU : Garage, Unfinished ONE 23 �r 1c r 22 CRP 2SGRU 2s L1J_J •••• • • • • •••• • • • • •• • • •• • • • • • •••• • • • • • •••• • • •••• • • • •• • • • •• •• •••• • • • • • • • • • • • • • • • • • • CRP : Carport • • • • • PFL : Porch, Flat •• • • • • • • • • • Click here to see all Sketch SubArea Descriptions Generated on: 8/2/2018 Disclaimer: The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assume no liability. See full Liability Disclaimer and User Agreement. See full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp 1/1 4 I.E.• CONTRACTORS CERTIFID GENERAL CONTRACTOR License: C'GC 1517071 15116 SW 63`d Terrace Miami, FL 33193 (305) 788-5594 1230 NE 95 ST, MAIM! SHORES FL 33138 Scope of Work: Windows and Doors replacement(Impact Glass) •• • •• • •. • • WINDOWS AND DOORS CALCULATIONS • • • • • • •••• GLASS DESCRIPTION OUTSIDE LITE INTERLAYER •• •• • • • ••.. •••• • •• • • • • .•• • • • •• • • • •••• • • • • • • • •• • .• • • • •• •. • INSIDE LITE G1 5/16" laminated glass. 1/8" H.S. 0.090" PVB. 1/8" H.S. G2 5/16" laminated glass. 1/8" H.S. 0.090" PVB Translucent. 1/8" H.S. G3 7/16" laminated glass. 1/8" H.S. 0.090" PVB. 3/16" H.S. Finish: Aluminum Polycron Esp. Notes: 1. THE QUANTITIES AND DIMENSIONS ON THE DRAWINGS ARE BASED ON INFORMATION PROVIDED BY THE OWNER. 2. THESE SHOP DRAWINGS WHEN APPROVED CONSTITUTE AN AUTHORIZATION TO FABRICATE MATERIALS WITH SIZES AS SHOWN ON THESE DRAWINGS.WITH THE UNDERSATNDING THAT DIMENSIONAL TOLERANCES ON THE STRUCTURE AND MASONRY ELEMENTS ARE WITHIN THOSE AS PRESCRIBED BY THE AMERICAN CONCRETE INSTITUTE. 3. GC PROVIDE ON EACH FLOOR PROPER CONSTRUCTION CONTROL LINES AND BENCH MARK FOR LEVELNESS. 4. INSTALLER SHALL FIELD DIMENSION EACH OPENING MASORY OPENING BEFORE INSTALLATION. 5. WINDOWS FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRiC ACCORDANCE WITH THE SPECIFICATIONS DESCRIBED IN APPICABLE eRCjDi1CT C'ON•TOOL APPROVALS. . . . • ..•• 6. ONLY THE OPENINGS ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL;NeO.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. • • . • 7. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E:•W00)D, METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND'I'HE LOAt7S• POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORMED TO \TERIFY THEIR ADEQUACY. • 8. ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT EXCEED 44" ABOVE THE„•,• FINISHED FLOOR.ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 5.0 SQUARE FEET AT GROUND FLOOR. THE WIDTH SHALL NOT BE LESS THAN 20" AND THE HEIGHT SHALL NOT BE LESS THAN 24". 9. DOOR WITH DIRECT ACCESS TO POOL MUST BE FURNISHED WITH EXIT ALARM IN COMPLIANCE WITH UL 2017. DOOR ALARM COMPANY MAKE PROVISIONS NECESSARY TO WIR AS REQUIRED. 10. OPERABLE WINDOWS (HAZARDOUS AREA): MIN. 36" FROM FINISH FLOOR OR SAFETY BAR REJECT 0 4" OBJECT (TYP.) ARE REQUIRED. 11. GLAZING ON AND AROUND COMPLIES WITH 2406.4.1 & 2406.4.2 OF THE FLORIDA BUILDING CODE 2017. 12. DESIGN CRITERIA. FLORIDA BUILDING CODE 2017 ASCE 07-10 V= 175 MPH CAT. II EXP. C • • • • • .• • • iroert Aolal ; 1 a'.r17 piE 15 6f, r-P; a ; •5l1 o res FL 33138 Goo r 0.00t14 : t.:Lows Tors Ref 1acernenrt ( e ula/ Trn 61'--0 Re ncrib•: -('i e: SiZt.i 1 fir. . u.) nd+ouJ. . tsb .•-•-:-:.i1- 1212.1'1 . • id„ • .� Ina:12 t2.122. 2 •Cosu.t/,fitnc '. •.•'14. • 3 . _-. 1{ •i ioaln do) '14',x 50 n • • * ? -12 t 2. t-1 . 4' .60 •fvjtndoi6J. ---«=• 6:5i"4.3614• •. t.- ;- 212 . 21. 5 COT"^%�tndo� � 4• 3'•• •rJo'• •- • • Imo- 12‘2.'12 6 — s.4luiznctouJ — 31"xS.ol��� t1- t212.21. U•d eassen/ u�tncto& ---ter• • ; iv..x oc6/6•.-r- till _ t212.2 2 • d -• 'f.�+t.t1i on : .M-- --; :1.... .;4 R•ae �i�i,� • • _.:_. au - o521. 03 • F«►(1 /Door - —.:• b'344 esiva.••.Z e- o5o3.Ob. A ' 5�;d1i/boor•'I,a",� $i'/i't• -11- t'2t2.05. C. 54ctfinal f cX� 'j6" . 84 Ya' .----- 1 1— 1212. o5 • Door a t1 . • .Front Side tJliindows c Door 5c-ke.ctu.(e .,^_ ,.,-.. 41 ••f•