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WS-18-454 Permit No. WS- -18454 ,yHortEs y Miami Shores Village ot Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE r � D*Class�cadon.�Window/Door Replacom Miami Shores,FL 33138-0000 ' y��N� ld Phone: (305)795-2204 Permit Status:APPROVED �c0Expiration: 08/28/2018 Issue Date:3/112018 Project Address Parcel Number Applicant 1546 NE 105 Street Number: B9 1122300530210 STEPHEN MENDELL Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell STEPHEN MENDELL 1546 NE 105 Miami Shores FL 33138-2114 1546 NE 105 Miami Shores FL 33138-2114 Contractor(s) Phone Cell Phone Valuation: $ 7,500.00 AGORA INTERNATIONAL ENTERPRIS (786)223-2951 Total Sq Feet: 0 Type of Work:REPLACE 2 WINDOWS AND 1 DOOR Available Inspections: No of Openings:3 Inspection Type: Additional Info:REPLACE 2 WINDOWS AND 1 DOOR Window Door Attachment Classification:Residential Final , Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 Invoice# WS-2-18-66531 DBPR Fee $2.00 DCA Fee $2.00 03/01/2018 Check#: 1218 $ 105.80 $50.00 � Education Surcharge $1.60 02/22/2018 Credit Card $50.00 $0.00 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $155.80 a In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS IDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructMad ning. Futh rm e, uthorize the above-named contractor to do the work stated. March 01, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 01,2018 1 R d {�� .�s . t 1 Miami Shores Villagec �v�D 1s De en 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 1-7 6t-h FBC 201 nn ' BUILDING Master Permit NoUs ?S4 I PERMIT APPLICATION Sub Permit No. ®BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS F-1-CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I �' S SST City: _ Miami Shores County: Miami Dade Zip: , 33( 3 Folio/Parcel#: Is the Building Historically Designated:Yes - NO Occupancy Type: load: Construction Type: Flood Zone: BFE:• FFE: L 'kCh�L L OWNER:Name(Fee Simple Titleholder): lj��tt Phone#: 2d 1- 23Z. Get G�- Address: I q4G VM 10S Mm City: MtWl, S0VEf state: .. Zip: 3313Ss Tenant/Lessee Name: Phone#: Email: + CONTRACTOR:Company-Name: R� � �C-�� Phone#: Address: 3�� w �to Wit In 6 '-Ko V c kf a City: State:State: `4-� Zip: `33b1Z + Qualifier Name." CU��-n Phone#:.l`l�� State Certification or Registration#: Com' �S�( Certificate of Competency#: -' DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Per $ I��d Square/Linear Footage of Work: i Type of Work: ❑ Addition r yp ❑ Alteration New � Repair/Replace ED Description of Work: "K,�TFUC-r-- 3 -WOMK5 , i 1 .- K•1.'(t�►� ,�1��1I11 2 t��1�0�1e( �Q�1.4 W� l � Specify colorlof"color thru tile•` 1<n.,,,, <,�,,.,. .,,,,, .�r I!,,!•:_i:S'J' kA .x. n��• -� � i��fn '1N'l yliiL�-..: ��"i •X![ s � _. Submittal Fee,$ t Permit'Fee$ CCF$ CO/CC$' Scanning°Fee$---� ---Radon Fee$ DBPR$ Notary$ a Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City r State -Zip Mortgage,Lender's Name(if applicable) Mortgage Lender's Address City p 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. , 4- ~- "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." 3- 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 w 'ch occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will qat be ap6vedand reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR +s The foregoing instrument was acknowledged before me this The (foregoing instrument was acknowledged before me this 74. L . day 'Of r 20 1 by 1�" qday of �YJ� i- 20 � by S�L�IQ V4 i c l ,who is personally known to K:�ir d who is personally known to I me or who has produced as me or'who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: e� Sign: Sign:" lac,ac, Print: Print: 1Q'l-s 4 Seal: . Seal: PATRICIA FEBLES yj.., PATRICIA FEBLES `- MY COMMISSION#GG009157 o; EXPIRI§S July 06,2020 MY COMMISSION#GG009157 APPROVED BY l Plans Examiner -Zoning S 1 Structural Review Clerk (Revised02/24/2014) No. M zil lJ� A.GIORA d.'V d ERN \..S 10N,X3 (>d ttt ideal+ H_ 01 MEN AGORA NAT-85369-4 February 24-2018 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 1.0050 NE 2nd Avenue Miami Shores: FL 3313 8 Ref- Project- efProject: Impact Windows`,Replace. Mr. STEPHEN MENDELL 1546 NE 105 Street Miami Shores. FL 3313.8 I,ORLANDO J. CUELLO;I will be the:only person working in the-above project described. ORLANDO J. 'CUELLO CGC-15110644 PATRICIA FEBLES MY COMMISSION#00009157 EXPIRE ly 2020 Pest, 2l.aCJ`s� Gic� ♦5Hc- Lrt s� Miami shores Village Building Department 10050 N.E.2nd Avenue LpRrDA 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: 4d1d wner State of Florida County of Miami-Dade The foregoing was acknowledge before me this 20 day of l-�AA ,20 By �-dLpv�Y,i� 0-vj 211 who is personally known to me or has produced as identification. Notary: pATRICIA FEBLES SEAL: MY COMMISSION#GG009157 EXPIRES July 06,2020 Property Search Application - Miami-Dade County Page 1 of 2 OFFluAftE OF THE PRU'PERTsy" APPRA,1#SftER Summary Report p Generated On:2/22/2018 Property Information Folio: 11-2230-053-0210 Property Address: 1546 NE 105 ST UNIT: B9 - Miami Shores,FL 33138-2114 Owner STEPHEN MENDELL � a � GYORGYI GALLAI ` 1546 NE 105 ST B-9 Mailing Address (: - MIAMI,FL 33138 USA _ e,..:� •.5 �"~ 4900 MULTI-FAMILY- PA Primary Zonei-, r. . . CONDOMINUM �w 0407 RESIDENTIAL-TOTAL • r Primary Land Use VALUE:CONDOMINIUM- , RESIDENTIAL Beds/Baths/Half 2/2/1 Floors 0 " Living Units p Actual Area Sq.Ft Taxable Value Information Living Area 1,728 Sq.Ft 2017 2016 2015 Adjusted Area 1,728 Sq.Ft County Lot Size 0 Sq.Ft Exemption Value $0 $100,500 $156,572 Year Built 1971 Taxable Value $365,081 $57,168 $0 Assessment Information School Board Year 2017 2016 2015 Exemption Value $0 $25,500 $25,500 Land Value $0 $0 $0 - Taxable Value $365,081 $132,168 $131,072 Building Value $0 $0 $0 City XF Value $0 $0 $0 Exemption Value $0 $50,500 $50,500 Taxable Value $365,081 $107,168 $106,072 Market Value $365,081 $325,965 $210,300 Regional Assessed Value $365,081 $157,668 $156,572 Exemption Value $0 $50,500 $50,500 Benefits Information Taxable Value $365,081 $107,168 $106,072 Benefit Type 2017 2016 2015 Sales Information Save Our Homes Ca Assessment Cap Reduction $168,297 $53,728 Previous Price OR Book- Qualification Description Sale Page Homestead Exemption $25,000 $25,000 10/10/2017 $100 30716-2134 Corrective,tax or QCD;min Second Homestead Exemption $25,000 $25,000 consideration Senior Homestead Exemption $50,000 $50,000 Trustees in bankruptcy,executors or Long-Term Resident 10/10/2017 $360,000 30716-2131 guardians Senior Exemption $56,072 - 09/29/2017 $100 30716-2141 Corrective,tax or QCD;min LteN Exemption $500 $500 consideration all benefits are applicable to all Taxable Values(i.e.County, 09/28/2017 $100 30716-2145 Corrective,tax or QCD;min ard,City, Regional). consideration Short Legal Description http://www.miamidade.gov/propertysearch/ 2/22/2018 Miami Shores Village Building Department goes ant" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 R1Dp' Fax: (305)756.8972 F Inspection regWrements 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). Acknow dgement: 4;al#r bO ner Signature Date Print Name harbour.. club -v1 as- condominiums 1530 N.E.1051h Street,mlaml shores,MOOR 33138.•Phone 893.8178 February 1, 2018 Village of Miami Shores Building Department 10050 NE 2nd Avenue Attn:Village of Miami Shores Building Department, We authorize the owner of 1546 NE 105th Street, Miami Shores, FL 33138 to have interior renovations with proper permitting by Miami Shores Village. If you have any questions, please leave a voicemail at 305-893-8178 and your call will be returned as soon as possible. Sincerely, �Kacey Schock, President Harbour Club Villas , RICK SCOTT,GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONc CONSTRUCTION_INDUSTRY LICENSING BOARD ?e CGC1511064 �r The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS.,.. 'k Expiration date: AUG 31, 2018 J ,� ELLO,.ORLANDO J o k i AGORA INTERNATIONAL-ENTERPRISES CORP. . ,_ } �b 4160 WEST 16.14 AVENGE-, � y SUITE 502 HI'ALEAH FL 33012, t -} m, ISSUED: 08/04/2016 DISPLAY AS REQUIRED BY LAW SEQ# L1608040001283 Local Susi ness Tax Fbcei pt Miami-Dade County, State Of Florida_ THIS IS NOT A BILL-'DO NOT PAY 5780888 BUSINESS NAM EILOCA TION RECEIPT NO. EXPIRES AGORA INTERNATIONAL RENEWAL SEPTEMBER 30, 2018 ENTERPRISES CORP 6027882 3750 W 16 AVE STE 104 Must be displayed at place o1 business HIALEAH, FL 33012 Pursuant to County Code Chapter 8A-Art.98.10 OWNER SEC.TYPE.OF BUSINESS PAYMENT RECEIVED AGORA INTERNATIONAL 196 GENERAL BUILDING BY TAX COLLECTOR ENTERPRISES CORP CONTRACTOR 49.50 10/26/2017 R7r)(IRI ANnn.l r..I IFI 1 n PPFR Worker(s) 1 CGC1511064 0223-18-000318 This Local Business Tax ITecapt ody con"rms payment of the Local Business Tax.The Receipt is not a I icense, permit,or a cerci"cation of the holder's qual i^cations;to do business.Holder must oorrply with arty governmental or nongovernmental regulatory laws and requiremerdswhich apply to the business.' �'''"• The F8 EIPf NO above mst be di splayed on all commercial vehicles-Miani-Dade Code Sec 8a-276. MIAMMAD) Fbrmoreirdormation,wsitwww rriarridadegwAaxcollecwr n r R CERTIFICATE OF LIABILITY INSURANCE DAT002!13/2/131Df201188 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 pollcWes)must have ADDITIONAL INSURED provisions or 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 CONTACT First Insurance Group` PHONE E �. (305)221-7878 Not (305)554-7090 10967 SW 40 St -MAIL 523 rrodri aol.com i _ADDBE$S, rrodrig523@aol.com Miami,FL 33165 INSURER(S)AFFORDING COVERAGE NAIC# Phone (305)221-7878 Fax (305)554-7090 INSURER A: EVANSTON INSURANCE COMPANY(XV) 35378 INi SURED INSURER B: AGORA INTERNATIONAL ENTERPRISE CORP INSURER C: 3750 W. 16 AVE SUITE 104 INSURER D: INSURER E: HIALEAH,FL 33012 FL 33183 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. INR TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP LIMITS ( WVQ POLICY NUMBER MMIDDIYYYY)._(MMlODIYYYYI_ Q COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $, 1,000,000.00 i ❑ CLAIMS-MADE © OCCUR DAMAGE TO 100,000-00 r-1PREMISESS((Ea occurrence $' MED EXP(Any one person $ 5,000.00 A ❑ N N 3AA144745 08/24/2017 08/24/2018 'PERSONAL&ADV INJURY S- 1,000,000.00 GEN,L AGGREGATE-LIMIT APPLIES PER: GENERAL AGGREGATE : $ 2,000,000.00 © POLICY ❑ JECT ❑ LOC_ PRODUCTS-COMPiOPAGG $ 2,000,000.00 ❑ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $. (Ea accidentl ❑ ANY AUTO BODILY INJURY(Per person)' $ OWNED ❑ SCHEDULED ❑ AUTOS ONLY AUTOS BODILY INJURY(Per accident) S HIRED ❑ NON-OWNED PROPERTY DAMAGE $ ❑ AUTOS ONLY AUTOS ONLY Per awident _ ❑ ❑ $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESSLIAB ❑CLAIMS-MADE .AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION C]PER ❑,OTH- t AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVG—, E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? u N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) GENERAL LIABILITY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AVE AUTHORIZED REPRESENTATIVE _ MIAMI,FL 33138 r r ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016/03)QF The ACORD name and logo are registered marks of ACORD JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **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: 6/3/2016 EXPIRATION DATE: 6/3/2018 PERSON: CUELLO ORLANDO J FEIN: 161706340 BUSINESS NAME AND ADDRESS: AGORA INTERNATIONAL ENTERPRISES CORP. 10511 N. KENDALL DR. C-103 MIAMI FL 33176 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR 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 exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 I y t t 1 t. 1 M .z2 n" �3 Si r,� a r .A M a k . r 1.. y. of � �.• ,:� -,Drell:, c �': AL . . . ... . . . ... ... W00 0 z So M cr-V) w p 142"X 95" M O 2 NOA 17-4212.05��• •�• •i •�• W F- M O Q Q Z . 4 6d.0&PSi . . . . . z O LLL 0 � . . . . . . . w Ln Lu Z O to ... ... .•. ... LU LU Q L L I- O LZw � = z0 .. . . .. ... .. _ Rt LnW z_ ... . . . .. HLn 0 0 w . .. . . • • • • • . • Ln Q Z_ U •• • • • • • ••. .. _ Q U a a LU LIVING ROOM J Z VL 0 u- U w = O Z w � U u a> CD cn J r • d 4 a O R C p O U LU Q0 0 U Ub a CC L C 3 -f' Q O O 0 -D J m 0 __ J -------------- - L-------D r——----- L ----------I --------------- LL Z DINNIG ROOM ----- N ———— w I ------------- --------------------------- �r• Ln • O � CC. EXISTING O o KITCHEN $ 7aooe } c> w FOYER z 00° O -� O ENTRY EXISTING TO REMAIN -1- HR 37"X 38" -440A 17-1011.04 +-70.00 PSF ^ ' � CLOSET 0 m CLOSET m Ln CO [ID > z -------- --- ------ -------- 0 ------------------ i ----------------- ------------- ------- ------------------ ----------- ------------- CLOSET 6 mo � °°,"°° � 63�� — CLOSET 02"90 `� C) ° ° o w°°°°° es ° ° ° ° "°°°^ ^ ° ~ °=°° ^ °° ~°°°°° � ° °J°°"° � z � ° Ln CLOSET Fc E%|SONGSECON[} FLOORpLAN STEPHEN W1ENDELL - � 1546NE105ST - MIAMI SHORES, FL33l38 WINDOWS AND DOORS REPLACEMENT FOR SAME SIZE RAMMS ENGINEERING INC. � � 4 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE,' 2017; Rcbert;S. Monsour, P.E. FI # 11955 /0006024 ASCE 7-10 WIND CODE 1" , :` DESIGN WIND LOADS IN PSF. Kd = .85 � FOR 175 MPH WIND ZONES Interior& Exterior Zones (4&5 -Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY-2-BLD4' ffective Wind Area (or, Tributary Area) in Square Feet, Height 10 20 30 40 50--,\ 60, (Maximum) 1.00 0.95 0.92 0.89 /0.88'-,'- ..._,-0.86 15 V=4 38.5 37.5 36.7 /36.1'`, 35.7 20 42.7 40.8 39.7 38.9 ` .38,3,E;t 37.8 25 44.6 42.6 41.5 40.6,;.= �,_-40:00"' 39.4 3or" 46.5 44.4 43.2 42.3( �4fr1'7` 41.1 40- 49.4 4T2 45.9 44.9,\ -,/44.2 43.6 50 51.8 49.4 48.1 ,x,,47.1 -1--46.4• � 45.7 �•�•�• 60 53.7 51.2 49.8 g,,48;8B=], -48.1 •• 47.4. .• <: ... .. V. , .. .. 0000.. Interior Zone (4 -"Walls) Negative Pressures// :•••• Exposure C For the 175 mph.VVind-Zone CATEG6RY4 BLdG•. 0000. Effective Wind Area(or;Tributary Area) in SquaN'Fbet •• •• .•0000 Height 10 20 30;' > 40 50 60 •• (Maximum) -1.10 -1.05 ,�-,a -102f -0.99 -0.98• -0.96 •••.:. 15 -43 -42.0',x, "1 -40:91 -40.2 -39. •• -3901 :0000: -46.4 -444 , --43`'3 -42.5 -41.9 -410¢0.0 0 0 25 '-48.4 -46.4 ---, `* -45.2 -44.4 -43.8 -43.2 30 -50.5x ,'48.4 -47.2 -46.3 -45.6, -45.1 40 -53.6 X51$4 -50.1 -49.1 -48.4 -47.8 50 -56.2 ' -53.8` r -52.5 1 -51.5 -50.7 -50:1 60� -58.2,-,,' " 55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 -Walls),Negative Pressures ` Exposure C For the / 175 mph Wind Zone CATEGORY 2 BLDG -: �," ffective Wind Area (or, Tributary Area) in Square Feet } Height I J 10 20, 30 40 50 60 Maximum 4,'--_-1:40 -1.29 -1.23 -1.19 -1.15 -1.13 `-,, =5 1 -50.4 -48.3 -46.8 -45.6 -44.7 `* -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 - -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 M.' `40 -66.1 -61.7 -59.1 -57:2 -55.8 -54.6 -�, 50� -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. � .. Length of End Zone (a): 10%of least horizontal dimension or .4 h, whichever is smaller, y but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in fe t X11 --✓ THESE TABLES ARE NOT TO BE REPRODUCED INWHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING.ALSO,THESE u TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. .T MIAMI-DADE MIAMI—DADE COUNTY =1NEW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)31:—2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m;arnidade.Lov/economy Labrador&Fundora Corp. dba V&V Windows 2355 W 4'Avenue Hialeah,FL 33010-1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RIM% Product Control Section to be used in Miami—Dade County and other areas where allowed by die Aujl grit' •� •00'0j 0 '. Having Jurisdiction(AHJ). .• This NOA shall not be valid after the expiration date stated below. The Miami—Daae t!dtunty Product •••.;. Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—17 County).-u+e�eve ;.• • the right to have this product or material tested for quality assurance purposes. If this 4vq' et or tnateri'dl • fails to perform in the accepted manner,the manufacturer will incur the expense of such•testjutg and1h; AHJ ••:'•• •••.. may immediately revolve, modify, or suspend the use of such product or material wiftn4vir JurisdiCron. •,• RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade CountX Prbduct 00 Control Section that this product or material fails to meet the requirements of the applkabjcpuildirVeod%. • This product is approved as described herein, and has beer. designed to comply with &e floridaAuilding ; , Code, including the High Velocity Hurricane Zone. 04,0•�• • DESCRIPTION: Series"200"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)", sheets i through 2, 2.1, 3 through 6 of 6, dated 04/23/10, with revision "E" dated 09/26/17, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact 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. 15-0310.04 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ruar�HoaDe courvrr NOA No. 17-1011.04 Expiration Date: December 30,2020 7,2017 Approval Date: December 0 Page 1 Labrador& Fundora Corp. dba V& V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 10-0824.05) 2. Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)", sheets I through 2,2.1, 3 through 6 of 6, dated 04/23/10 with revision "D"dated 08/12/15, prepared by Al–Farooq Corporation, signed and sealed by Javad Ahmad, F.E. B. TESTS • 000.. 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 900 ••• Sells* 2)Uniform Static Air Pressure Test,Loading per FBC,TAS•31I�94 • 3)Water Resistance Test,per FBC,TAS 202-94 ".•••• 06 •• 4)Large Missile Impact Test per FBC,TAS 201-94 :" �, •• .• • 5)Cyclic Wind Pressure Loading per FBC,TAS 203-9 •' � eel 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 20'-19'-'..: 000e.0 along with marked-up drawings and installation diagram of horizon.W.jl, er, pr8parad'by "•• American Test Lab of South Florida, Inc., Test Report No. ATISF-''0126.01-10,•dated • 06/08/10,signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under NDA No. 10-0824.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), dated 02/05/15, and revised on 08/13/15, prepared by Al–Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. GIazing complies with ASTM E1300-09 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 Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5' Edition (2014) and of no financial interest,dated 02/06/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. ATLSF-0126.01-10, issued by American Test Lab of South Florida, Inc., dated 06/08/10, signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under NDA No. 10-0824.05) r Manuel P ez P.E. Product Control iner NOA No. 17-1011.04 Expiration Date: December 30,2020 Approval Date: December 07,2017 E-1 Labrador& Fundora Corp. dba V& V Windows , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 12-0113.01, issued to Labrador & Fundora Corp. dba V & V Windows for their Series "200"Aluminum,Horizontal Sliding Window-L.M.I., approved on 03/01/12 and expiring on 12/30/15. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.l.)", sheets 1 through 2,2.1, 3 through 6 of 6, dated 04/23/10 with revision "E"dated 09/26/17, prepafe4 by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P.E. ••' "•• B. TESTS ••• 1. None '....• ;•• :..�•� C. CALCULATIONS •• ";•• 1. Anchor verification calculations and structural analysis, complying "4.KBC 61 Mfion •"•• (2017), dated 09/18/17, prepared by Al-Farooq Corporation, signe4 and Sealed by Javad ••';• Ahmad, P.E. • D. QUALITY ASSURANCE • 1. Miami-Dade Department of Regulatory-and Economic Resources(RER) 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. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas©(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement leiter of conformance, complying with FBC 51 Edition (2014),with FBC 6' Edition (2017), and of no financial interest; dated September 18, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0310.04, issued to Labrador & Fundora Corp. dba V & V Windows, for their Series "200"Aluminum Horizontal Sliding Window- L.M.I., approved on 08/27/15 and expiring on 12/30/20. Manuel e+,P.E. Product Contr6lUaminer NOA No. 17-1011.04 Expiration Date: December 30,2020 Approval Date: December 07,2017 E-2 74' 111` WINDOW WIDTH 2 OR 3 ANCHORS WINDOW WIDTH _ �� ' 9' MAX AT MIG. STILE ENDS o SFE CHART ON 9'M . t HEAD g SHEETS 2 AND 2.1 9,:_ = HEADAXZ m 6'MAX. SILL �i F b -+ 4 1/2" impz HEAD/SILL 4 1/2' q�` � W R g a CORNERS 3 Io CORNERS 3 ___\ -'o 20 CA IL 2 N CA G II C jj 11 II L.18 0 ° S2 ° O o o4D IC J / aO0 n_ Z SILICONE DOW CORNING 995II it it PECORA 895 0 m 22 mmI FALSE MUNONS FALSE MUNTINS i 10 3 (SURFACE`APPUED) 32 5/8` (SURFACE APPLIED) 24 5/8' 48 5/8" 24 5/ MAY B SED MAY BE USED D.L.OPG. D.L.OPG. OPG. D.L.DOPG. D.L.DG. ti 36 28 3/4'--. 8_3/4�y Iv o VENT WIDTH VENT WIDTH --- VENT WIDTH a AT UT POINTS m m 28 ON fES WIDER z `o o u THAN 36'ONLY TYPICAL ELEVATIONS GLAZING DETAIL a n m FIX. LITE g SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW 3/16` N. GLASS 1/6' HEAT STREN'D. GLASS ; 3/16` HEAT STREN'D.GLASS N $> E3 o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 090' Interlayer090'Interlayer 09D`Interlayer w $ o CHARTS SHOWN ON SHEET 2. Trosifol PVB Tros'dol PVB SentryGlas yr 3 v N S r By 'kuraroy America, Inc.' By 'kuroroy America, Inc.' i By Kuraray America, Inc.' 0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 3/16"ANN. GLASS ? 1/8` HEAT STREWD. GLASS 3/16' HEAT STREN'D. GLASS COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER 1 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING SILICONE /f 1 SILICONE SIUCONE �{ MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. DOW CORNING 995 DOW CORNING 9951; DOW CORNING 995 ' LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL E.+ PECORA 895' 41 PECORA 895 I PECORA 895 0 8 0 C c WILL APPLY TO ENTIRE SYSTEM. z m j' i m �iz m o€ a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEli 22 ` 22 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). n !I ji f II 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS I - c y e = = TO THE BUILDING STRUCTURE. o 0 0 ry o ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS z 10 L a 10 // 2 10 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASfi S 7 ••• •••f• u0 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. \ w 1 m • 1111111111 Jty GLASS TYPE '13' 1. TYPE 'G• • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INFO WOOD ONLY. • •+� •• Ir-� E• �� .AdtIf19 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ,�\ ••• J • • • '@;'' ENSF''•'.7•® r j MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT \ GLAZING OPTIONS/••• tprouc�ftv,ae • > COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE as a�:rp.14 witYtiM�id • _ .70592 REQUIREMENTS OF THE-2014/2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. Code THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION �. '�• "``°° ,cello FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY •""- "• • ••• •• �Sr,.,='-''an tete O • • • c �Q•'• ATE OF •(ty� drowing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR • 1 WATER INFILTRATION RESISTANCE ETC. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE•1P T. • • • ' �� •' ORIO�`.•• �� W�0-26 AC Iv';:cri zda Pnrhiq o'aol CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHUTTERS ARE NOT REQUIRED. • •• • • • • �y�S�OTIAL 11�� III AND TO BE REVIEWED BY BUILDING OFFICIAL. • • • • • • • • yyll LI11I 111111 sheet 1 of 6 S • • • • ••• • • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) o 2 ANCHORS AT MTG. STILE ENDS 3 ANCHORS AT MTG. STILE ENDS GLASS TYPES CLASS TYPE GLASS TYPE Z n WINDOW DIMS. A B. k 'C' 'D' WINDOW DIMS. A 'D' 0� q• a WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT(1) INT.(-) F 26-1/2" 3 70.0 70.0 80.0 90.0 26-1/2" - - - a0 g6 V 37' 4 70.0 70.0 80.0 90.0 37' 53-1/8' 26" 6 70.0 70.0 80.0 90.0 53-1/8• 26" �oF� LL 74' a 70.0 70.0 80.0 90.o 74' - - - 0 O W r 26-1/2" 3 70.0 70.0 80.0 90.0 26-1/2" - 37' 4 70.0 70.0 80.0 90.0 37' - M g 38-3/8" 38-3/8' t1 ir .I 53-1/8' 6 70.0 70.0 80.0 90.0 53-1/8• - - - 74' 8 70.0 70.0 80.0 90.0 74" - - - 0-3 Z Fp 26-1/2' 3 70.0 70.0 80.0 90.0 26-1/2• - - - LL Z N r 37' 4 70.0 70.0 80.0 90.0 37" - - - CC 50-5/8• j O 50-5/8" tD Q j 53-1/8' 6 70.0 70.0 130.0 90.0 53-1/8" - - - Q W m< r 74' 8 70.0 70.0 80.0 90.0 74• - - - 26-1/2" 3 70.0 70.0 80.0 90.0 26-1/2• - - - 37' 4 70.0 70.0 80.0 90.0 37' - - - 53-1/8• 63" 6 70.0 70.0 80.0 90.0 53-1/8• 63" 74' 1 8 70.0 70.0 1 73.7 1 73.7 74° 8 80.0 89.0 m I o 24' 3 70.0 70.0 80.0 90.0 24" 36' 4 70.0 70.0 80.0 90.0 36' - - - z ' 48" 24• 5 70.0 70.0 80.0 90.0 48" 24' - - - 60' 7 70.0 70.0 80.0 90.0 60• 72• 8 70.0 70.0 80.0 90.0 72' - - - 24' 3 70.0 70.0 130.0 90.0 24' - - - x O o 0 36" 4 70.0 70.0 80.0 90.0' 36" �3t71 48• 36" 5 70.0 70.0 80.0 90.0 48" 36• 60• 1 7 1 70.0 70.0 80.0 90.0 60" N 72' 6 1 70.0 70.0 80.0 90.0 72° 24• 3 70.0 70.0 80.0 90.0 24' _ 36' 4 70.0 70.0 80.0 90.0 36' 48' 48' S 70.0 70.0 80.0 90.0 48' 48" 0 0' 7 60.0 90.0 60' 72" 8 70.0 70.0 80.0 90.0 72" 24" 3 70.0 70.0 130.0 90.0 24" 36• 4 70.0 70.0 80.0 90.0 36" 48" 60• 5 70.0 70.0 80.0 90.0 48' 60" 60• 1 7 70.0 70.0 80.0 89.6 60• 7 72• 8 70.0 70.0 90.0 90.9 72' 8 80.0 90.0 zo S 24" 3 70.0 70.0 80.0 90.0 24• - - - s 36" 4 70.0 70.0 80.0 90.0 36' - - - i 48• 63' 5 70.0 70.0 80.0 90.0 48" 63" - 60" 7 70.0 70.0 80.0 83.6 60' 7 72' 8 70.0 70.0 74.8 74.8 72" 8 A = NO. OF ANCHORS PER HEAD A SILL ••• ••• p p m • • � : • • ``11t 11t1f11///y//i � (1/3W) (2/3W) •• •• ••PR0J1:3C'• '.41SEQ _ .70582 sg aS' i NOTE: -"'-r4 GLASS CAPACITIES ON•THISET ARE 3.46.8 Co!e g 9 t • Ar,opt--V1lo! BASED ON ASTM El:0A09 SEC.GY)STSl Aires on iY:e70 AND FLORIDA BUILDII'o•COMMISSION • •• ® ' TATE OF Browing no. OPERATING TS TO BE OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH DECLARATORY STATRMEYT D(;05-4DEQ 4119 ••". �� $4 'ORID�`.•�G,i`� W 1 0-26 'XO OR OX' 'XO OR OX' • •• • • : m �7�77 RIVAL��`• • • • • rlrlll 111111 sheet 2 of 6 ••• •• •• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF(XOX SIZES) (XOX SIZES) (XOX SIZES) (XOX SIZES) ��11_ 2 ANCHORS AT MTG. STILE ENDS 3 ANCHORS AT MTG. STILE ENDS 2 ANCHORS AT MTG. STILE ENDS 3 ANCHORS AT MTG. STILE ENDS GLASS TYPES GLASS TYPE GLASS TYPE GLASS TYPES GLASS TYPE GLASS TYPE Z r J WINDOW DIMS. A 'H' k 'C' 'D' WINDOW DIMS. A 'D' WINDOW DIMS. A B. k 'C' 'D' WINDOW DIMS. A 'D' O q WIDTH HEIGHT EXT.+) INT.(-) ETR.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT(+) INT.(-) EXi.(+) INT.(-) WID1H HEIGHT ETR.(+) INT.(-) W a 74" 8 70.0 70.0 80.0 90.0 74" - - - 74" 8 70.0 70.0 80.0 90.0 74" - - - Q d 1 Fp O 106-1/4" 26" 12 70.0 70.0 80.0 90.0 106-1/4' 26" - - - 106-1/4" 26" 12 70.0 70.0 80.0 90.0 106-1/4' 26" 111' 12 70.0 70.0 80.0 90.0 111" - - - 111' 12 70.0 70.0 80.0 90.0 111" - - - L d 74" 8 70.0 70.0 80.0 90.0 74" - - - 74' 8 70.0 70.0 80.0 90.0 74' - - - FOF 5 n 106-1/4 38-3/8' 12 70.0 70.0 80.0 90.0 106-1/4' 38-3/8' - - - 106-1/4' 36-3/8" 12 70.0 70.0 80.0 90.0 106-1/4" 38-3/8" - - - V?H.1 111" 12 1 70.0 70.0 80.0 90.0 111" - - - 111" 12 1 70.0 70.0 80.0 1 90.0 111' - - - d 00,S M g 74' 6 70.0 70.0 80.0 90.0 74" - - - 74" 8 70.0 70.0 80.0 90.0 74' - - - C IL O 106-1/4" 50-5/e" 12 70.0 70.0 80.0 90.0 106-1/4' 50-5/8' - - - 106-1/4' S0-5/8" 12 70.0 70.0 80.0 90.0 106-1/4' 50-5/8' 111' 12 70.0 70.0 80.0 90.0 111" - - - 111" 12 70.0 70.0 80.0 90.0 111' 74" 6 70.0 70.0 80.0 90.0 74' - - - 74" 8 70.0 70.0 80.0 90.0 74" - - - LL Z N V 106-1/4" 63• 12 70.0 70.0 75.5 75.5 106-1/4" 63" 12 80.0 90.0 106-1/4' 63" 12 70.0 70.0 75.4 75.4 106-1/4' 63• 12 80.0 90.0 J C7 g J 111' 12 70.0 70.0 73.7 73.7 111" 12 80.0 89.0 111' 12 70.0 70.0 74.2 74.2 111' 1 12 60.0 69.0 a Or 72" 8 70.0 70.0 80.0 90.0 72" - - - 72" 8 70.0 70.0 80.0 90.0 72' - - - 0 84" 9 70.0 70.0 60.0 90.0 84" - - - 84' 9 70.0 70.0 80.0 90.0 84' 36' 36" 36' 36" g 96" 11 70.0 70.0 80.0 90.0 96' - - - 96" 11 70.0 70.0 80.0 90.0 96" - - - 108' 12 70.0 70.0 80.0 90.0 108` - - - 108' 12 70.0 70.0 80.0 90.0 108" 0 72' 8 70.0 70.0 80.0 90.0 72" - - - 72" 6 70.0 70.0 80.0 90.0 72' - - - 3 84" 9 70.0 70.0 60.0 90.0 84" - - - 84' 9 70.0 70.0 80.0 90.0 84" 48" 48' 48" 48" 96' 11 70.0 70.0 80.0 90.0 96" - - - 96' 11 70.0 70.0 80.0 90.0 96' - - ? o 108` 12 70.0 70.0 80.0 90.0 108" - - - 108• 12 70.0 70.0 80.0 90.0 108' U 72' 8 70.0 70.0 80.0 90.0 72" - - - 72' 8 70.0 70.0 80.0 90.0 72" - - - N 84" 9 70.0 70.0 60.0 90.0 84' - - - 84' 9 70.0 70.0 80.0 90.0 84' - - - E; 96' 11 .0 80.0 86.4 96' 11 80.0 90.0 96' 11 70.0 70.0 80.0 85.5 96" 11 80.0 90.0 c` J 5 L M~ 10B'1, 12 70.0 70.6'3 80.0 80.9 108 12 1 80.0 190.0 108' 12 70.0 70.0 80.0 81.8 108' 12 1 80.0 1 90.0 ¢ <py 8 70.0 70.0 80.0 90.0 72" - - - 72' 8 70.0 70.0 80.0 90.0 72' Nei aaiur`^ 84' 9 70.0 70.0 BO.D 67.5 84" 9 80.0 90.0 84' 9 70.0 70.0 60.0 64.5 84' 63' 63" 63' 63" w ° I n°y•• 96' 11 70.0 70.0 80.0 80.2 96" 11 80.0 90.0 96" 11 70.0 70.0 76.8 78.8 96' 11 80.0 90.0 o o c 108• 12 70.0 70.0 74.8 74.8 108" 12 80.0 90.0 106" 12 70.0 70.0 74.9 74.9 106' 12 80.0 90.0 w o o en.- N JONSF A = NO. OF ANCHORS PER HEAD do SILL A = NO. OF ANCHORS PER HEAD do SILL 0 I r r (1/3W) (1/3W) E (1/2W) (1/4W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' •• XOX' v o • • • • • \\\\1111111/!� • • • �` 7771 • • • • • • • • 'R•'" FJ4SF" i o •• ••� • • • • ••t • NOTE: • RccslpplY a1tlltSxFktSde 0592 B GLASS CAPACITIES ON•THIS SHEET ARE eetumehh BASED ON ASTM El 0.09 C3*SEC. 64§;S) pia c Lale AND FLORIDA BUILDINk COMMISSION • ••• �® ,,STATE OF �{/� drawing no. i DECLARATORY STATEr1 IST DCA05-,PECi19 •• ,' i e-r•lu tCrncrcl ��7 S. OR1Di.•��j ` W10-261 • •• • • • • ;,•• • • NAL she,sheet2.lof g • • • • ••• • • • TYPICAL ANCHORS TYPICAL ANCHORSEE ELEV. U 3 7BY SPACING SEE SPACING SEE WOOD BUCK FOR SPACING h1 p1 rFOR dST.' METAL p 1 MLAMI—DARE COUNTY APPROVED I Z �UCTURE g ' I1 MULLION& MULLION ANCHORS I I b 1 4. E DIST. = I SEE SEPARATE NOA I 2 y $ ti EDGE DIST. 3 I I EDGE DIST. j Q IL N 0 IL 0 A 19 0�iu'� LL a � 0,gm 1 O'rcle^ 8 s 0aOo adp ii TYPICAL ANCHORS HORS 0°a Ci K j SEE ELEV. SEE ELEV. II FOR SPACING FOR SPACING Q w n it ! Z pHo TY CAL ANCHORS: SEE ELEV. FOR SPACING J O M WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW. Q b m f i! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ' (Fu-177 KSI,Fy-155 KSI) 0 ill i AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 9 � ! 1-1/2" MINLDIRECTLY PENETRATION INTO WOOD (HEAD/SILL/JAMBS) J a UCKS INTO CONC. OR BLOCKS m it i! li l WEEPHOLES: . EMBED INTO CONCRETE (HEAD/SILL/JAMB 3 . EMBED INTO BLOCKS (JAMBS) 4li iliii W1 = 3/4" X 1-1/8" WEEP SLOT AT 2" FROM EACH EN z WITH PLASTIC BAFFLE. TO CONCRETE OR BLOCKS14 . EMBED INTO CONCRETE (H ILL/JAMBS)p � W2 = 3/16" X 1-1/2" WEEP SLOT AT 2" FROM EACH E . EMBED INTO BLOCKS BS)0 9 o i W3 = 1/8" X 1-3/4" WEEP SLOT AT MID WIDTH OF VENo 2 C_ x , W _j (GRADE 2 CRS) x o o ai t2 INTO INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 3$o z W SEALANT: (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE a !>t;'3 it ii - ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) g >t;' ,! li i it ALL JOINTS AND FRAME CONNECTIONS SEALED WITH No T PECORA 1215 SEAM SEALER. STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) 3 F •(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w Q I'O v W odM.- II - #12 SMS OR SELF DRILLING SCREWS (GRADE 2 GRS) N J v a x it it ii ' INTO MIAMI-DADE COUNTY APPROVED MULLIONS O (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE r -I (NO SHIM SPACE) 8 � ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) Ii STEEL: 1/6" THK. MIN. (Fy = 36 KSI MIN.) "N o 8 0 ADHERED TO SILL 13 WITH SILICONE ALUM BAR (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 m U B W3 2-3/16'X 1/8'X 3- LONG TYPICAL EDGE DISTANCE !� 2 AT FIXED MTG. RAIL LOCATIONS z X u INTO CONCRETE AND MASONRY = 2-1/2" MIN. r O INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. o ;j WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 10-o z7 15 16 CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 IBY i •• HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm - 2000 PSI MIN. < m in WOOD BUCK `r rn • • • 3 • • 1111111/ G� ! 25 • • • •• • • \\\71 1177 I' ° ° ° - - • ' I•RarYu=�RevTsa6' _ O.JOSB2 �= � �, a _ �� `. ..Plying%;Ih the Fkdb41 dm-Codt a .. ? E °TYPICAL ANCHORS P • r TYPICAL AidCHORS••• •�• •• >.z tanc2 Dfo — 1 O ; I <I SEE ELEV. I SEE ELEV.` • • • 000 ,..�pirslien O�fe ZO O' lE OF (LAS drOwlDg no. a e FOR SPACING FOR SPACING • • •• • �� O�pP,. 10 w1 • • • • 3r �g+ d W10-26 W2 EDGE DIST. •• EDGE DIST. • • �•• : • t:f� t)adcPr�1. �,ISOQNAA.t�\\`� sheet 3 of 6 • • • • I. 1/4'MAX. VENT WIDTH -- U 1BY • SHIM 1/4•MAX. wooD Bu I © D.L.OPG. 7 O SHIMS o 3 TYPICALCHOFI NRS 20 23 SEEIC�ANCHORS i O q n Q 1- h Z FOR SPACING ILC--CJI v FOR SPACINGh W 2 I CL P ;1 1/4' 20 V�Z{rail 25 w w O IL 0 O tttdSggq ------SCREENS OPT. ----- a 0 N N Op m w D.L.OPG. LL 2 o M p 26 6 f n Sa�a � STRUC7UR EXTERIO O XO LAYOUT mg ' 3 i 3p VENT WIDTH VENT WIDTH 1/4•MAX. 3 1/4•SHIM -�•-- SHIMS z MAX D.L:OPG. D.L. OPG. 7 BY O 6u� 6 WOOD BUCKS d o N U 2BY WOOD BUCK 2 23 23 L ANCHORS O x o o u W DD STRUCTU SEE Q>o h 2a 24 v.o FOR SPA G — o 1/4. cavil v N x R" w _.. Q ______SCREENS 26 6 4 EXTERIOR v' o N W r _ WINDOW WIDTH TYPICAL ANCHORS` XOX LAYOUT N n w SEE ELEV. �+ ! s FOR SPACING MIAMI—DADE COUNTY .I APPROVED MULLION _ k MULLION ANCHORS SEE SEPARATE NOA�_-- o o n I r---T� •• 000 ••• I I I •�,• • • • • •. • S.• •UGENSP - j • •• •;��(u}J •BFYIS .70592 ~ II 11cdaa 40Whi . I I • �`.esrytznce Nod /•�" � �` 7-iot I L_ _�I 0 • • • • EspirorEor L?ye • • � O • •• :® ATE OF �� drawing no. i SEE TYP ELEVµFOR RSPACING ••• • • : • • • .ai•�;v ate.Irodr•f�• '��S��ONAL1� �`\ sheet 4 of 6 2.765 .9 062 ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS �v Typ. �''{ •a43 1 V103 1 FRAME HEAD 6063-T6 o •500 601 2 V202 1 FRAME SILL 6063-T6 - 01 � 11 3 V203 1 SILL TRACK 6063-T6 - Z 1.476 .937 .050 1 125 4 V201 2 FRAME JAMB 6063-T6 2.687 1.312 '875 5 V205 AS READ. FRAME JAMB ADAPTER 6063-T6 -TYP. II I L 6 1 V104 1/VENT IFIXED MIG. RAIL 6063-T6 - O Q chi c�j tL7 '906 F"- .875 F- 7 V204 1/VENT VENT INTERLOCK 6063-T6 - N 8 V209 1/VENT JAMB STILE 6063-T6 - ItO Ity LL O VENT TOP/BOTTOM RAIL O JAMB ADAPTER 9 V107 2/VENT TOP AND BOTTOM RAIL 6063-T6 - C G'w 1.187 1.125 10 V108 AS READ. GLAZING BEAD 6063-T6 - v p M -2.063 .062-Ir 13 - AS READ. ADD-ON SILL RISER 6063-T6 USE AS REDO. a K O Q O7 FRAME HEAD 062 14 - 4/VENT ROLLER HOUSING h GUIDE CELCON - 0 dN go go ' 1.100 15 V208 2/VENT ROLLER BRASS - G 2 , N .674 16 V207 2/VENT ROLLER PIN ST. STEEL - Q w 1.187 1.125 1.775 LL Z N 17 /8 X 1-1/4" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS J mm .9fi7 .184 18 #B X 3" 2/VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS a W N f .a7t.078 19 - AS READ. FIN SEAL W'STRIPPING - ULTRAFA13 0 L 1 1� 13 SILL RISER 20 914600 AS READ. BULB SEAL(DUAL DUROMETER,T-SLOT=50, BULB=73) NEOPRENE ULTRAFAB F- 22 9146QU AS READ. GLAZING BEAD BULB(DUAL DUROMETER,T-SLOT-50,BULB-73) NEOPRENE ULTRAEAB o 125 23 - 2/VENT SWEEP LATCH - AT 6-1/2"FROM EACH END i a JAMB STILE -y 00 3.975 2 625 24 J8 X 3/4' 2/LATCH LATCH INST. SCREW ST. STEEL PH SMS 2.063 25 - 2/VENT WEEP VALVE 26 - 1/VENT 5/16"BOX SCREEN OPTIONAL ? 2.187 27 /6 X 1/2" 2 BAFFLE INSTALLATION SCREWS PH TEKS N e- 28 AS READ. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A N U 500 L 1� L 1.879 29 - AS READ. ALUM PLATE(2 3/16"% 1/8° X 3°LONG) 6063-T6 ; .906 L139 I--2.765 a .6> 29 ' FRAME SILL 1 188 O ALUMINUM BAR o v.16 a O7 MEETING RAIL 2 1.420 w S v c"1v N O 844 .585 .312 w O50 M2.625 .187 TP. 1. - o. o�e O SILL TRACK .500 1.750 ©10 71-FIXED MTG. RAIL may .147 . 62 TP. .865 02 YP. 2. 2 9 .68750 •• •••••••••••••••••••• •••••••••• •••••:`cL�"••!:+:.cpOuCirl1RyYa••c.l'i:r'n•SCknC:•ai••T••rLlTJtaEo c V•!tl•�t•hb!{�3•Fl,zidn �.'t7..1:�:<�•T'-1 1Y1J!1°:G!.1{.E7.1N70.15s19F12 GLAZING BEAD xB.Co L A'Iie10 ,//'/�%'9�•Cw7d7-r;i(�Yl/}��=�-_ 4, jttIIiI • • • ••• •• :®'• STATE OF ((7` drawing no. -26 • • • • • • Nan Dmie�rnl�t_crdi % s � �� a0 FRAME JAMB • • • • • •• • �/ '/®��11�11�` sheet S o1 6 • 1 p� q� Q g f • /�/ Soo` v W I O g. paoao � O,IbH0 LLZy ~ Q W M f O xN J VENT TOP/BOTTOM CORNERS FRAME TOP CORNER a o 3 a z o i fJ C1 � O S a� N 0 Y v 17 W Q INm°`" 11JJJ VWl J'-ONSF 0 s=o � r C ue ro N m of r NO N u i 09 • • • • • .� /W •, o • • • : • :•• • �Q:•''uGENB�o ''•. s 1 000 0 41EVAhO -70592 ' 13uildm9 Cade • ncceQlnrtce Nu 10[.04- •'�`0 0 ••• i'epiraY n Daft • • �•D 0-0 0• �WQd ® TATE OF �� drawing no. FIXED MTG. RAIL CORNER FRAa,IE BOTTOMEg • �', 'i f� ,a?!�C••'('ya�` w�0—'26 • • • • • iA � sheet 6 of 6• • • •••000 • • • 000 • • • MIAMI-DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries,Inc. 8501 NW 90tt`Street Medley,FL 33166 SCOPE: ` u This NOA is being issued under the applicable rules and regulations governing,tlie use of construction materials. The documentation submitted has been reviewed and accepted by i 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 por€otm in the accepted manner, the manufacturer will incur the expense of such testing and the "ftlay imnte 4iately sees:* revoke, modify, or suspend the use of such product or material within their jurisdiction. SIM tserve$'the?ight • to revoke this acceptance, if it is determined by Miami—Dade County Product Control S *tl'vt;that this ptdduct •••' 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 F1wida Buikbn%• @de, •�••' including the.High Velocity Hurricane Zone. 00:0% •• ' DESCRIPTION: Series"SDG-9200" Aluminum Sliding Glass Door(Steel reinforced)—'E.M.I. •• •••• . APPROVAL DOCUMENT: Drawing No. L9200-1201 Rev C, titled "Series SGD-9Z000A�minpm Sliding ••• • Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25 12 and last to oised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami—Dade ®anty:Producx.Cpntrol ;•••• Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dac6CoUnty Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Design Pressure (DP) Vs door size, glass type, reinforcements;sillstype and configuration in sheets 2, sheet 5 and sheet 8. t i5�o ` ulig'I r,;. 2. See pocket installation detail in sheet 11 and notes#15and 4161; 4eet 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, s 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. I 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 ofthis 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. j ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed s 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. NOA No. 17-1212.05 s 't' 1= zpiration Date: February 13,2023 MIAMI-DAD;COUNTY :t1 „t.'Approval Date: January 257,2018 Page 1 r 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;-Ioading per FBC,TAS 2Qj- along with marked-up drawings and installatio"n;diagr�tT of an Akunirium •....SGD,•••••• prepared by Hurricane Engineering & Testi,"jnc` fest Repor sS-90.;s I�ETI-11- 3269, dated 05/16/11, HETI-11-3292, dated 0%20/11, HET I-I IPM4, dateld IOf220/11,•••••• HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12: )1-12-405`1, dated;..... 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, dll4gfied ar 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--644:•: •, • • ...... 2) Cyclic Wind Pressure Loading per FBC,TAS,203;94 ;••••• • along with marked-up drawings and installation diagram of an AkAilum Sljdi4g Glasl•••• Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports go.0's•11ETI- 11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HETI-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 diagyam of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering &}.rTest :,.�c., Test Report No. HETI-12- 4041, dated 10/12/12, signed and sealed bY�4�#te E jroz-Seda,P. E. (Submitted under previous NOA No. 12-12(112} 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) Ishaq I.'Chanda,P.E. Product Control Examiner NOA No. 17-1212,05 Expiration Date: February 13,2023 J Approval Date: January 25,2018 E-1 i I 1(�ri 4pryfiiir 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*rW,'TAS 202.94 ...... 3) Water Resistance Test,per FBC, TAS 202-94 ...... 4) Large Missile Impact Test per FBC, TAS 201-194..* •• •••• 5) Cyclic Wind Pressure Loading per;FBC, TAS-2,q3,-94 6) Forced Entry Test, Type Cfidung doof, ("rade 1 b, per FBC••. 2411.3.2.1, TAS 202-94 and per ASTM F 841-OA . t •• along with marked-up drawings and installation diagram of an 41unjy um nidi * Glass'""' Door, prepared by Fenestration Testing Laboratory, Inc., Test-A4orts FTL-. •••; 3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; Vfts-1525 and FTL-3572, dated 09/09/02,both signed and sealed by Joseph C. Chan, P. E.;•FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, �FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth,P. E. }. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, 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). 1 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. ,14-0916.10 issugdto zuraray America, Inc. for their "Kuraray PVB Glass Interlayer"„expiring,q --12/1111.- , 2. Notice of Acceptance No. 14-0916.11 *issued`.to-J,Kuraray America, Inc. for their i "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. Isha4 I.Chanda,P.E. Product Control Examiner ; NOA No. 17-1212.05 Expiration Date: February 13,2023 Approval Date: January 25,2018 s E-2 3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. MATERIAL CERTIFICATIONS 4. Notice of Acceptance No. 14-0916.1 'is§}Igc to Iraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring"' 12/1 x/.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 CpVpany(lA4A)for ...... their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on.'OV24lf 16. •• 9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (W ijq�& FINC 7200- •'• 75 (Black), published by Team Plastics. Inc./Bayshore Vinyl Com�cunds, Inc.• ;•••• G. STATEMENTS . . ••••• 1. Statement letter of conformance to and complying with FSC 5th Milton (2014),'Issued••••;• by manufacturer, dated 09/02/14, signed and sealed by Thomas J. $otd;,�. E. • •• ••• 2. Statement letters of no financial interest, independence, conformance aad compfpW with. FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thous,�. Soto,. P. E.(Submitted under previous NOA No. A, 04 • 3. Laboratory compliance letters for Test Ri pctits tNq s?HETI-11-3269, dated 05/16/11, 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 01/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3313, dated 10/20/11,HETI-I1-3314, 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-I1-3269, 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. / / "' IsItaq 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-113274, 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-12-1054, HETI-12-4064 as�d '`HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testirig;` c`; s}gned 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. Gascola,P. E. 6. (Submitted under previous NOA No. 12-1204.12) •••• 6060:* 7. Proposal issued by Product Control, dated 03/13/08, signed by Isla Ceanda,V..E% •• .. ... . .. ...... (Submitted under previous NOA No. 11-0518.03) • 8. Laboratory compliance letters issued by Fenestration Testing Laboratory, har,, for Tesi•••• Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis-F&eredo,•P.E. .....• (Submitted under previous NOA No. 02-1126.04) ••••• 9. Laboratory compliance letters issued by Fenestration Testing LijgrUtory, Inc.;for Test'.•;. Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed arld sealed by•• Joseph C. Chan,P. E. . .. . .. . ...... (Submitted under previous NOA No. 02-1126.04) • 10. Laboratory compliance Ietters issued by Fenestration Testing Laboratory, Int;:, for Test Reports No.'s FTL-3424, dated 04/18/02, FTLr-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL --3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth,P. E. (Submitted under previous NOA No. 02-1126.01)1 G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issuedto Lawson Industries, Inc. for their Series "SGD-9200 AIuminum 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-92,00 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 (6a'Edition) code compliance. B. Test 1. None. f Ishaq 11 Chanda,P.E. Product Control Examiner NOA No. 17-1212,05 j Expiration Date: February 13,2023 Approval Date: January 25,2018 E-4 s Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4 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 07j08/1-9. •••• 3. Notice of Acceptance No. 15`1201.11 issued.to Eastman'Chemical Cori'tpa-ny (MA� •• (former Solutia,Inc.) for the"Saflex: Saflex Clear'& Color glass interlaye�'",'expirtngtm ••••:• . .... 05/21/21. •... .. • .... . .. ..... F. STATEMENTS •• ' 1. Statement letter of conformance to FBC 2017 (61h Edition) and"No firttndi'a1 intertsNellted ...... 11/17/17,prepared by the manufacturer, signed and sealed by Thomas $otos, P.E. •• ....% ...... G. OTHER " •• " 1. This NOA revises & renews#14-0908.02, expiring 02/13/23. •• •• j .( i�e4S�,1�Jd.S-E oda' Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13,2023 Approval Date: January 25,2018 E-5 MULTI-SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SERIES: SGD-9200 SEE SEE BELOW SEE BELOW SEE BELOW .-. NOTE/5. NOTE/5. NOTE NOTE /5 P. y -�� IMPACT SLIDING GLASS DOOR 1 m ! u ., iN -0a3'(D- 0 jam 1 General Notes:a 0 a z � o 0. - a-7 1 r- m S ?1 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/THE REQUIREMENTS h< O +C + 1 1 OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edition) 1 u :91 +u tr' a' c 1 i v tr• a• a• a• i+ INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND m o.i1 p A - �J �J •tr `a �J 'd `a `a `a rn� ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 34� U I + a• �I 1 a• •4 �1 11 ; ! + I + 1 0• a• •a •a 2,) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING Z W y V) N I r T r RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS X-LP or RP 2.127 - XX or 4D/3T - XXXX or 4D/2T z c z t XX-LP or RP-XX�2�-_ PP LP-XXXX or RP-XX%X or LP-XXXX-RP AN THE FLORIDA BUILDING CODE &TO BE REVIEWED C BUILDING OFFICIAL. o p < 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR z to SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND ie O O ; - AS TABULATED ON SHEETS 2. 5, & 8 of 14. F. 1 D 2T - RP - 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE j z p 1 RICHT POCKET SHOWN 20/27 RIGHT POCKET SHOWN 4.137 ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO A 5 al ; (LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE) BE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF T/) z _ ANCHORS INTO WOOD ONLY. s o aD 2T 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS vi >� SEE BELOW / TYPES TABULATED HEREIN (SEE SHEETS / 2, 5, & 8). A z NOTE/5. 2D/2T - LP/RP 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4. 6. 7, 9, 10, e Z O ; f - & 11 OF 14. i u f 1 NOTE If B.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND TO BE APPLIED (n F�, ,O j 1 u y'S r�• s W/SILICONE. c .-7 w tt 0 4D/2T - LP/RP 1 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND C d 3 0 ANCHORED (BY OTHERS). PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE O w I ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24. J p o i ) ' v a- a• a• L I 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED v a 1 + -0 .0 -0 rn� 40/3T - LP PANELS. ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. a O) a > I tr1 LEFT POCKET SHOWN a < 1 I 1 (RICHT POCKET OPPGSITE) I1.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED e I T T PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN AREA z 3D/3T - XXX or ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION Z C.7 LP-XXX or RP-XXX NOTES �+< tr : APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. t) REFER TO SHEETS B OF 14 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS / 3, 4. 6, 7. 9, 10, N w d FOR GLAZING OPTIONS AND DP CHARTS. 40/2T - LP -& 11 OF 14. -2) REFER TO SHEETS 9. 10 & 11 OF 14 LEFT POCKET SHOWN o m .FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 13.)'AIL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS \ 30/37 •':1 -TOBE-PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE. )'REFER TO SHEETS 9 OF 14 = s o TYPICAL ANCHORS AND NOTES, 14),PQ,EKFT,DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14. REFER A) oANEL STACK CONFIGURATIONS ARE _ + TO-"SHMT-11 OF 14 FOR ADDITIONAL DETAILS. ..2;• iIEUE{i51BLE:: 1$)'POCK�TIY)AII RARE NOT PART OF THIS APPROVAL. _ FOR-POCKET WALLS SEE GENERAL o 3D/3T - LP st'NOTES/15 & 16. 16)-POCKET.WALLS SHALL,BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BYiTHE'ENGINEER OF RECORD (EOR). E s RIGHT POCKET SHOWN N h (LEFT POCKET OPPOSITE) .,C.a 1 LAMI'f4tE6`GLASS F LARGE"MISSILE IMPACT r; DORS GLAZED WITH LAMINATED GLASS RATED FOR ; i .p C- -0 a- -0, RGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 3 ° S ' s a• •• ••• • • • • • •• 44es�� j[ I',f�dp�I't I ) • • • • • • • • � fig••.. �� s, 1 - • •• • • • • ••• • mz �� :a�s I mwCrl'm 20/2T - XO 2D/2T - OX 3.127 - OXO 4D/2T �I.4iI11 WINSozv�-) '.? a P•• ��o I • • • •I� IIIc iloaills rn m n•..: 2 DOOR 3 8c 4 DOORaQ« I -IZ ZOS 'Z` ~ a. NOTES NOTES E1M4y�(�•gne =y 3 Q' o v• I _ 1) REFER TO SHEETS 2 OF 14 FOR 1) REFER TO SHEETS 5 OF 14 FOR • ••• // 2S o " •.. yN FOR GLAZING OPTIONS AND DP CHARTS. GLAZING OPTIONS AND DP CHARTS, • • •[.F1 HJR t.,,a moi' � I ( 2) REFER TO SHEETS 3 & 4 OF 14 2)REFER TO SHEETS 6& 7 OF 14 • • • •• •• Y •'••••• 4 p' • • fir d �i�' AQ a<�� 4 FOR TYPICAL CROSS-SECTION DETOLS. FOR TYPICAL CROSS-SECTION DETAILS. • • • • • • • • • �faill'111 41444` < 3)REFER TO SHEETS 3 OF 14 3) REFER TO SHEETS 6 OF 14 • • •• ••• ••• • .• • • o f FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. • • • • i ft t ••• • • • • Or • • • • • • • • • • • • _ • •• •• • • • •• •• ••• • • • ••• • • 98 3/8" MAX. EN., DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) DOOR WIDTH NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' c v WIDTH HEIGHT CLUSTER OF FT./IN. FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 73 t/a" MAX. 4 ANCHORS SPACING LIMITATION: TYP. AT STILE ENDS re 5/0 Anchors not to exceed HEAD/SILL 6" MAX. TYP, n y a. 0. (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 10 1/2"D.C. of 0- _ smaller Nan 60'in"i th. A /6" HEAD/SILL N to C3! O O 6/0 CORNERS o O b 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 \ 3i o q (NO STEEL) 3 V) < «N 8/0 I z (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 a O Z N 8/0 8/0 56.7 65.0 56.7 65.0 X X X X 7/16" LAM. GLASS C7 3 0l i (WITH STEEL) DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) � /� � q N � I NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' I �/ n a s Z WIDTH HEIGHT FT./IN. Fr./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) v a a5/0 a (NO STEEL) ra 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 \" n w - o q o Z o 6/0Cf) 1 6/8 7fi.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 °�' � °�' a °' c J z (NO STEEL) Q � a 8/0 O 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 STEEL REINFORCING F O t (WITH STEEL) AS REOD. c' w p SEE CHART AT LEFT CA G 1 8/0 8/0 65.0 65.0 65.0 65.0 X X X X q o (WITH STEEL) I I 1 6 CS t XN11 a NOTES F 1 REFER TO SHEETS 3 & 4 OF 14 V 6 m ) MAX. d w N FOR TYPICAL CROSS-SECTION DETAILS. - / 2} REFER TO SHEETS 3 OF 14- G. -0 FOR TYPICAL ANCHORS AND NOTE X. ;e .Q 0 � � IDTH o L `+ LAMINATED*GLASS PANEL WIDTH - STpL. _ MAX. D.L.O.: _ _ ,. « o o s lit- 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE .MISSILE IMPACT 2 DOOR TWO TRACK - 9 XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" - "XO" TYPICAL ELEVATION APRROVltDT,wCONFIGURATIONS 8/0 X 8/0'=44-3/4" X 90-3/4" DOORS GiAZEb'WITti LAMINATED GLASS RATED FOR TESTED UNIT •'-_ = = $ m o LARGE'M1551LE-IMPACT AND REQUIRE NO SHUTTERS. )„• = e ' (FOR PANEL STACX:CONFIGURATIONS SEE SHEET 1.) - Y z z . --BULB VINYL 17 -BULB VINYL 77 -BULB VI11YL 77"' -BULB VINYL 17 3/16HEAT STREN'D CLASS - 3/16 HEAT STREWD GLASS 3/16'HEAT STREN'D GLASS 3/16"HEAT STREN'D CLASS .090 INTERLAYER .090 PVB INTERLAYER .090 SAFLEX HP .090 PV8 SAFLEX 4 AI s i ti d SenLryGloss by: a -Trosilol PVB by: a ;-Cleo* or Cow Coss Intoloyer d Clear or Color Gloss Interlayer > yr Kurorcy Americo,Inc. w Kuroroy AnI Inc. w by:Ewtman Chemicol Co. •.•, �: =astmon Chembd Co. ��ssrssrye m -3/16"HEAT STREN'D GLASS m -3/16'HEAT STREN'D GLASS m I 3/16"HEAT STREN'D GLASS • m ;•. �}06"`�:ST:N''C:f• �3�,`l* ffffe Ot SILICONE N SILICONE En r SILICONE M •• •Z IF •SILiL'eNE• • • • m % 01 •..........J� N SCHNEE-MOREHEAD 57}1 to t SCHNEE-MOREHEAD 5731 I' SCHNEE-MOREHEAO 57}110 - SCHAEE-IIORIrW 573y ✓ )) J DOW CORNING 899 'j0 g DGw CORNING 899 QO U '-DOW CORNING 699 •: • •._�OWCOR•IN0893 •lMCtICf YYY1�DI. oZ O•(V to LL 0 TREMCO SPECTRUM 2 O N iREMCO SPECTRUM 2 *REM SPEO{RUI.2•• ��dw�& ova �.'- ry f�i0' J" I TR£MCO SPECTRUM 2 \ FO �3 G _ I 40 I I' 4o 60 e6 (7/Z/14f li l 4o I I _ EgfrAiw Dac r�0 4 1,.3 • •• •• ••• lrH�` p2fI1 v Z .`•fir,n.� I • • •• •• • • �' rx.rte.4 OO e •.......•" o ILIUY11 • • - x W ••• • • • • •• • ` e'fafffhrsa:;s t��'�y6 ZQ GLASS TYPE 'A' WGLASS TYPE 'B' GLASS TYPE 'C' • GLASS TYt3Ti.b' • • • ca GI ZING DETAILS t • • • • • • • • • • • • •• •• • • • of •• ••• 0 0 0 000 0 0 TYPICAL ANCHORS IN PAIRS METAL SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS ^. ! SEE ELEV. FOR SPACING TYPICAL ANCHORS W PAIRS STRUCTUR " E 1" Min. SEE ELEV. FOR SPACING V i Bf Edge Dist. z W 0 ( 4 WOOD BUCK _ '^ v i m E., (uIH.cM�.) 9116 2".MfN... .a 'a .d w a v= 1'- i 1 M(N. .TYP. (MIN.EMBED. .n •._c\ m�s.rar \ m<o'° v OO c o N.aI rua,r:. L Poo Tom Z Ty In M I _ 1 METALDETAILS STRUCTURF ATTACHMENT i i0 d 1.ALL STEEL IN CONTACT WITH C = 3 4" Min. ALUM.TO 13E PAINTED OR PLATED. m O ra 18 15 <Ut 1" Min. 2.METAL STRUCTURES: C.7 p \ TYPICAL AN HORS IN PAIRS Edge Dist. A)STEEL F A Edge Dist. TyP.) E ELEV. FOR SPACING TYPM/LL ANCHORS IN PAIRS y- 36 KSI MIN. j Vl p0 SEE ELEV.FOR SPACING (STEL 12 CA.NTN.THICK 0.105') ` z N 8)ALUMINUM :6063-TS MIN. Q 0 � 4 (ALUM.0.078-MIN.THICK) 0 C, I;I III; IEE TES FOR SPgC MG) 10 28Y WPOd Buck Subslrole or m IId III Wood s1 'ty N/(SG) MLW-DADE COUNTY 1 iP,I( 17 i I 1 1/4- Specific vity= .55 min. (Typ.) APPR'D.MULUON = In I!Id I (MW.EMBED.) SEE SEPARATE NOA 0 I�Iq I tr 7/l6'-LAMINATED GLASS QQ d w j OO � .. S? III I NOTES: 1) REFER TO SHEET 2 OF 14 `o. II11i1 fII'Ih FOR GLAZING OPTIONS AND DP CHARTS. dge Dist. F 2) REFER TO SHEET 4 OF 14 2 C7 w FOR HORIZONTAL CROSS-SECTION DETAILS. W000 BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. 3) C7 = a w III I (; REFER TO SHEET 2 OF 14 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSIEM AND 2 ul e W w O p ai FOR MAX. ANCHOR SPACINGS. TRANSFER THEM TO THE BUILDING STRUCTURE. g T = J W f O w E Z TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING x o < ANCHOR TYPE CHART IN CONC. or MASONRY min. -« s o e I. 11111 \ ANCHOR OPTIONS HEAD-SILL JAMB Embedmen EdgeDI L Con rete ry - Q m \9: ELCO ULTRACON 1/6' 1/4" 1 S/4 1 205 Ksi s Y o t r k -7 W J W BUILDEX 1/i - 1 3/4 4 T,y 32 Ksi N _ r n n 3 BUILDEX - 3/16' 1 3/4 3 32 KsiD�r .. ' o ANCHOR TYPE CHART IN 2X HOOD BUCK,(min) N - ) e o _n o E E 0 p0 y �,e ry 1 !-i _ _ - II_I� 17 �Ii I 1/16'or ANCHOR OPTIONS HEAD-SILL JAMB Embedm EdQ YML 2x�Nood - c m dp SILL RISER .,W ELCO ULTRACON 1/4' 1/1" 1 1/4 L ADHERED TO SILL <y w 1... z o „ o o z z 'I;rII II�II 5 WITH SILICONE \✓1 BUILDEX i/4 1/4- 1 - 1" .55 SG II„I 'YYOLR• 10 I FULL LENGTH OF UNIT N S,M.S.(Into 2X) /12 /12 1 1/4' 1' .55 SG E�E a �' E $a 1/4" DRILLFLEX SELF DRILLING SCREWS f� o rc z I 7 �` I I INTO METAL STRUCTURESd .n s o d 21 U u STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) O 22 w ••• AdLRNUfl :41/8"4FHK. MIN.0(606*45 MIN.) 11S1e1t 19 J • (STE� IN C,�NTI�T jITj A+1NSIM TO BE PLATED OR PAINTED) `9041"{, tjTaaaaaAa t 14 2 air • Y1•�M51 i • • ••• • w , •33a%`� } �•....... r I a x r\7 to ••• I'T(ZK7011,U wIUL@ION6 (NO SHIM•SPACE) .C.C'� •. �i� I w TYPICAL EDGE DISTANCE• • •• 0 �/C_rri N LL z 0.I - in ra u-~ 0 N L, � - • N (1/4-) INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) - W (1/4") INTO CONCRETE AND MASONRY - 4' MIN. (ITW BUILDEX) - _ - •20 14 �� -- - - ••• •:(E/16")N•0•COWWWE AND"5pNRY4p 3" MIN. (ITW BUILDEX) oo,; a. 1 3 •4 2" MIN. INTO WOOD 9�RUCTUNE = T' MIN• • • srz.4 (u W.EMBED.) •1/a' TAPCON or APPROVED EOUAL BY EOR • • • • 39 P V/ 1 3/4'MIN.EMBED.INTO 3.2 Ksi Cont.a 6' • •INTSEET(L STRU�1tJRE 7/.MMIN.• • om �o�r ` �.I S S L SEE III Non-Shrink,Non-Metallic TYPICALDFNOa R�RW AX.SPACINGATION AT SHEET ••• •FRAME AN9.VENT MORNERS AI�•iNS�{�LATION SCREWS AT SILL a r��2 aag�,rld1''{ SPARS Grout o1 Minimum 5 Ky SEE ELEV. FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • iI I t� TYPICAL ANCHORS IN PAIRS { SEE ELEV.FOR SPACING 0 }iI e 0 C •] 0 z TYPICAL ANCHORS IN PAIRS b i SEE ELEV.FOR SPACING Z u In a D MI V O < O m 0 1/4" MAX. 2 o A , i/4" MAX. SHIM 3 e z SHIM � z>i� h (n o '^ 0 METAL STRUCTURE ATTACHMENT DETAIL F- 2 •— NOTE: , z C, 1. ALL STEEL IN CONTACT WITH 2 (� N ALUM. TO BE PAINTED OR PLATED. j .] F" a o Wean E.°ero 2. METAL STRUCTURES: V I wa°I nrcl."a.: A) STEEL : Fy - 36 KSI MIN. Q METAL N STRUCTURE (STEEL 12 GA MIN. THICK - 0.1057 B)ALUMINUM_: 6063-T5 MIN. 0 '.' (ALUM.0.078 MIN. THICK) ® •'1 Z U } i _ ! lJ) C -cc a • � j O s NOTES: 1) REFER TO SHEET 2 OF 14 v CO o0 (MIN.EMBED.) FOR GLAZING OPTIONS AND OP CHARTS. 0 ; 2) REFER TO SHEET 3 OF 14 2 q o ! FOR VERTICAL CROSS-SECTION DETAILS. TYPICAL ANCHORS IN PAIRS ` SEE ELEV.FOR SPACING 3) TO' SHEET 3 OF 14 'I PANEL WIDTH FOR TYPCAL ANCHORS AND NOTES. •a } 4) REFER TO SHEET 2 OF 14 _ FOR MAX. ANCHOR SPACINGS. 1 /4" MAX. 1 TYPICAL ANCHORS IN PAIRS SHIM 1/4" SHIM SEE ELEv.FOR SPACING .i MAX. Z �. 3.•. 8 =� * �. 16W!1110�r D� o _--'_- -� 23 - m In 24 2BY WO BUCK 6 a _- WOOD R R TORE I In I I 28 � 11 16 •• ••• • o • • •• 10 17 itORDUCfISM 6 • 1e '• • • • rw.E9�fwsuE�elislls L r • •. at • • reNhliC«. 212.0f ��• 3 211;i 2"S m SCREENS OPTL.— ---— • • • • • •• OEte E 1 1 ——-- - O.L. OPG. •• •• • s •_ • •• n (� ,•I•''11I (Mm.EMBED.) NOT REDO.ON 251 3/4 4 C�utwi 61 06/0%6/8 SIZES PANEL WIDTH (YIN.EMBED.) SEE CHART ON SHEET 2 OF 14 1BY P.T. "��•• •' - EXTERIOR • ••• 4 ••WDGD•BIICK ••• • zm `� s 2D/2T — XO (Shown) DOOR WIDTH i : • •• •• •• : IT 2D/2T — OX (Reversed) •�• �• i•• i • • i • i•i • • o ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i 196 1/4" MAX. 13" MAX, TYP. DOOR WIDTH CLUSTER OF y x AT HEAD/SILL 4 ANCHORS\ 6" MAX. TYP. Cr AT STILE ENDS \ - O o I A2 HEAD/54L CORNERS c v a I w y ICr •> rti° y Q; a Q I. n A o fO (b 0 `o OXXO 'I 7/16-OVERALL LAM.GLASS I I `tl z° 1 0 0 S, a m CS C. I 0 C2 -tea L I s Z OXO rn o rn i:L M I I - Z 14 APPROVED CONGURATIONS II ® v 0 FI (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) o .-7 Y I " 1 4 o II STEEL REINFORCING Q I. 30 g3 I AS REDD. Fp BULB VINYL 17 62 I' Y Q 41 3/16 HEAT STREN'D cuss [J p .090 PV8 INTERLAYER O I a Ufrosifol by: _ < C Z w Kuroroy Americo Inc. ` 0 Tn a Z m 3/16"HEAT STREN'D GLASS 44 3/4" MAX. VIES: �z a SILICONE 50" MAX. D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 of Hix g Lo SCHNEE-uOREHEAO 5731 PANEL WIDTH = FOR TYPICAL CROSS-SECTION DETAILS. Q L) o `o r -� DOW CORNING 899 50" MAX. io 2 REFER TO SHEETS 6 OF 14 U TREMCO SPECTRUM2 PAN WIDTH ) FOR TYPICAL ANCHORS AND NOTES. II I' 40TWO TRA K O�CXO" TYPICAL ELEVA710N LAMINATED GLASS N r& a _ TESTED UNIT LARGE MISSILE IMPACT o.,E GfASS TYPE '8 (-� u I 7TE. ¢SD WITH LANATED ES � Ea{ r OARGE MISLEIMPACTDROUIRNOERS.DESIGN LOACAPA GLASS TYPES 'A' OR 'D' i o o z z BULB VINYL-@ _�;--" PANEL WIDTH STANDARD SILL 2-1/4" RISER 3" RISER' 3/16'HEAT STREN'D CLASS NOMINAL DOOR HEIGHT .090 IN FT./IN. FT'/IN. EXT. (+) INT. (-) EXT. (+) WT. (-) EXT. (+) INT. (-) RiODUCI'YSY6FD � 9 0 i , O: -SemiryGloss by: IM o1MLW1l(t ALL d b s of ci 19 Kuro oy Americo Inc. 2/6 40.7 60.0 56.7 60.0 60.0 60.0 bdMAfL�M A. NIw17 /212-05 Ol 3/16' HEAT STREN'D CLASS 3/0 40.7 60.0 56.7 60.0 60.0 60.0 tspt.+Aw we Z w SILICONE In SCHNEE-MOREHEAD 5731 3/6 40.7 60.0 56.7 60.0 60.0 60.0 ••• • • • 4 m oy<;i :'/P/!it w DOW CORNING 699 4/0 6/B 40.7 60.0 56.7 60.0 60.0 60.0• • • • • • •• "'� �'� m k`�O. �•!�� I \ ! TREMCO SPECTRUM 2 •• •• • • • • o X a.O , ...\L 6,•,v i I In I',I 40 4/6 40.7 60.0 56.7 60.0 60.0 60.0 • ••: �•� •• ! ;, N o 4/11 40.7 60.0 56.7 60.0 60.0 60.0 •• • • • -:�+ PANEL MAX. D.L.O.: • •• z ^ 2 6 40.7 60.0 56.7 60.0 60 0.0 "" (I 3/0 X 6/B = 32-3/4" X 74-3/4 r� I 3/0 40.7 60.0 56.7 60.0 60.0 S.0 •AAO X 6j - 44-3/4" X 74-3/4" s=.o�' GLASS TYPE 'A' 3/6 S/0 40.7 60.0 56.7 60.0 60.0 ti0.� !!�/11 X 6 �=SI 3/4" 4.7.4-3/4" a yi ....... W •1/0 8 B = 3Z-3/4" X W-3f 4" GLAZING DETAILS 4/0 40.7 60.0 56.7 60.0 60.0 •60O N�0%( v0•=44 4-3/*1" X'90-6/4i Jse11 • 1 I • • • •• ••• ••••• i TYPICAL ANCHORS I IN PAIRS SEE ELEV.FOR SPACING TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS METAL 1" Min. SEE ELEV. FOR SPACING SEE ELEV.FOR SPACING STRUCTURE H ,� IBY Edge Dist. x x o o co } .'4 WOOD BUCK 2 Ems- I 1 3/4' 9 16 .e 4 (MIM.EMBED) I 2" MIN. ._d - 13/a. a -a N O O _ JL•MIN. TYP. (MK EMBED) d� 3 e ,M'1 : h D V o 0o z MP.TAI.STRUCTURE ATTACHMENT DETAIL C / < 1.ALL STEEL IN CONTACT WITH u= O •-7 3/4" Min. ALUM.TO BE PUNTED OR PLATED. co M m c O 18 a In 2.METAL STRUCTURES: Ar� \ 1" Min. TYPICAL ANCHORS IN PAIRS Edge Dist- A)STEEL:Fy= 36 KSI MIN. Edge Dist. Typ.) SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS (STEEL 12 GA.MIN.THICK=0.105' J Z Z ui O I SEE ELEV.FOR SPACING B)ALUMINUM :6063-T5 MIN. ` A o N 4 (ALUM.0.078'MIN.THICK) j V) ca 0 3 � 2BY wood Buck Substrate f II Wood$tr=turc=/(SG) MMMT-DADS COUNTY U N £E j APPR'0 MUWON i I��IE, IGhI (MIN.EMBED.) sPeNr< c .ay= ss m..<TyP.) l SEE SEPARATE NOA v zir J� �dl�IT-N s . j „a I�`I6 II'I� ® o- �i < � n 1 7/16'-LAMINATED GLASS _ � � O Y I \ 3/4" Min. a I(gl� II III NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. H.. v a w ilp I� III 2) REFER TO SHEET 7 OF 14 W BUCKS AND METAL STRUCTURES NOT BY lA nD. s CQ.7 F F FOR HORIZONTAL CROSS-SECTION DETAILS. Z U p UST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND t/3 w u.l a m 3) REFER TO SHEET 5 OF 14 TRANSFER THEM TO THE BUILDING STRUCTURE. x = J W FOR MAX. ANCHOR SPACINGS. F Q w E" - I Z TYPICAL. ANCHORS: SEE ELEV. AT SHEET 8 FOR SPA. G o i5 m « C) ¢ II I I ¢ •> f" ANCHOR TYPE CHART IN CONC. or MASONRY mm. - = s c a p E II:4 a - w L) t ANCHOR OPTIONS HEAD-SILL JAMB Embedmen Edge Dul Co crele IL II i �Ilr _III Dill O - ;-� ELCO UITRACON. 1/4" 1/4' I 3/4' 1' 1285 Ks:. 4 BUILDEX /a" - 1 3/1 a' 3.2 K" ry o 3 r N A II)IG ILII 1111 J w N N - at lit - 3/,6' t 3/a" 3' 3.2 Ks' t EVwD o ANCHOR TYPE CHART IN 2X WOOD BUCK min. 1• afhdw a w _ ANCHOR OPTIONS HEAD-SELL JAMB Embedmen Edge DIa4 2x Nood = = o C zSILL RISER o I (2'2 ^NADHERED WITH i/] Ij ELCO ULTRACON 1/!" 1/4 1 1/d 1" .55$C K' ° a Z Z 5 CLEAR SILICONE f in BUILDEX 1/4" 1/4' 1 1/4' 1' .55 SG 10II FULL LENGTH OF UNIT SILL ~ I I SM.S.(k,to 2X) Itz �,z , ,/+' r ss sc ii o s£ 1 4' I F X -Fi F npli I ING SCPR"- ;a 3 0 ¢` X .7 q �I I IN METAL STRUCTURES ?d a i m ti C Y t 21 i I STEEL : GA. MIN. (Fy = 36 KSI MIN.) 1}ei1 tT�1, B2 22 19 30 1_I I ALUMINUM 1 MIN. (6063-T5 MIN.) ••(STFl�- IN CONTACT WITH AL PLATED OR PAINTED) •,/( t4 2 \vt i II • t1D sus • • • • • <X h in • INTO•AiPRO1�I MQLLISNS KN4 SI-IyA S4ACE) mZ,n O��,� LL G'V•t1) I 1 � •�N w �� •••TYPif � �I$i4N i �•� • o z� n✓•,i� O O':Q� to (1'IrINTO 4NCF IE•ANP M*ONRY* 1" MIN. (ELCO ULTRACON) .1 flT --. (1/4") INTO CONCRN{E ANQ MA6ONR*= 4' MIN. (ITW BUILDEX) .. ' I'WEEP NOTCH t <o c+ •20 . 14`- i _ AT EACH END (3/16") INTO CONCRETE AND - 3" MIN. (ITW BUILDEX) sq7 p3"e 1 3/4 • Z..MIN. 1/+' TAPCDN r APPROVED EQUAL BY EOR iYPICiM.ANCHORS • IMO WOOD STRUCTURE - 1' MIN. (MIN.EMBED.) •4' sa TYP. • •• V/1 3/4'MIN.EMBED. INTO 3.B Kzi Cont.a 6' 2 PER CUP • • •ILEO MET11L•%RUF•TWf✓� = 3/4' MIN. o 39 FROM CORNERS t SEE ELEVATION AT SHEET • • *SEALANTS.• • ••• • a h ZtS� _jam 5 OF 14 FOR MAX.SPACING. 6 p„ Non-Shrink, Non-Metallic •• •FRAW Py VENT lORNERS Aun•INSPALL•.TION SCREWS AT SILL f7Tl." TYPICAL ANCHORS IN PAIRS • • 'I Gout of Minimum 5 Ksi SEE ELEV. FOR SPACING • •SEALED•/ITE`WINE/ LUQtNtYA COLTOED•SEALANT. • t ••• • • • • • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING PANEL WIDTH 4w.EMBED- C .-. w 1/4" o SHIM 1/4" SHIM - m O "'.7 i MAX. n MAX. m D.L. OPG. y 6 1 D.L. OPG. 7i N a 3 Or J 1 O v O c o 1 Z3 6 3 I`n Cn vi *D 7 — 2J — — — — PZ 2 z J zC/j rnIn 24 16 6 4 �. sOC p r.J O mea 2 C7 v o c — -- 0 N U = _— — — _ �, 0 N Oo I j a 00 .] 21 17 "1 x 11 B 25 25 8 t0 O : JO SCREENS OPTIONAL 7 O D.l. OPG. D.L. OPG. r o a C1 O O EXTERIOR v11 0 PANEL WIDTH lWOOD ey BUCK w C z 4D/2T — OXXO o0 0 .- DOOR WIDTH ` m a NOTES: 1) REFER TO SHEET S OF 14 I J I r FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 6 OF 14 L 1 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 6 OF 14 3(3( /4" SHIM FOR TYPICAL ANCHORS AND NOTES- m H 4) REFER TO SHEET 5 OF 14 PANEL WIDTH `•I toy FOR MAX. ANCHOR SPACINGS. '. 1/4" SHIM w00D BUCK c • m m R MAX. ia- -/ c D.. .0. 6 I I - D.L. OPG. .I,< f -b 24 9 7 i S N10Y1I1[aiEViBli/ 3 00 ��1. �� a�llbfl�wNi f►e/7o�iCt n o s s '17' .(F'-;�'.;,. a' AotW"mNjI X1217- r — = 23 I 6 aW FdT CwN�i..t..yc- o o z z a MY of 'i A; [ - u 17 ya}' -0at� I f (4W.E48E0.) SCREE OPTIONAL • •• • • •. � •..-_ Fip�j:ry Q. N�� O TYPICAL ANCHORS IN PAIRS •, • • • • ••• • q m a Lo UU F C2 SEE ELEV. FOR SPACING O EXTERIOR O D.L. VBG. ••• •• • • • ��_ U, ¢ PANEL WIDTH • •1 J/: ct.i ):J p -; � I (41N.E48E0.) - S 3 -• Z co 1k - 3D/2T — OXO • ••• F�� `;�0,• ;0`{a DOOR WIDTH • • • ••• •• •• & °��` •• ••o ••• •• • : • • • • : D ••• • ••• •• •• • • • • • • • 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET rn r-- '-i & NON-POCKET MAX. WIDTH 191 1/4" a ii 13 1/4" MAX. TYP. Ci OµCHORS OF c ' L) tl off- u ' AT HEAD SILL AT STILE ENDS _ 6" MAX. TYP. POCKET wALI u e p v c ` / HEAD/SILL CORNERS (n•P)OTE ®} ° o o 1•• y+ 1 1 --J Ml b y a• -' 1 I V1 Q b V O G PDCKET WALL 1 I c¢a f SEE NOTE /3. II 1 I 1 + m O N. O A r (TYP.) fl fl I II l a 3 v En I x-RP or LP-x fl I 1 fl l z> ti (n < w r-- - 1 I < 1 W ° C _ II I 0 fl i oOX� ooz c o t o F + 1 fl 1 1 fa i mia 2 C7 33.; x = C3 // D // // E R <_ xm C2 i/ 1 �/ II i/ E2 i/ 1 i A C12 m O - �ci I I fl 2 ru� n 1 a• c ai o rnz o < D 1 F1 q - i .�, Tn z g l + < e fl o , i r T # XX or XX-RP or LP-XX or RP-XX-LP a oo Q r-_ __i o h i I F2 z mCX ' O 0_1}� 1 7/16"OVERALL UM. GLASS I STEEL REINFORCING 1 O •( o Q O_ I � a J p 1 fl AS RE00. 1 O fl i +<C7 Go p• i v a• a• a• L+ 1 U 64 fl a 11 m z O > .. t J •� •a •a Pi POCKET WALL ppp 1 SEE NOTE j3. I 1 1 1 i I tO< U m �+ 63 r XXX or RP-XXX or LP-XXXI r-- /NOTES: i � 0. v F m + 43 1/2" MAX. 1) REFER TO SHEETS 9, 10 & 11 OF 14 < F 1 .,,5 i% ": �� s 1� 4B 3/4" MAX. 0 49 1/8" MAX. FOR TYPICAL CROSS-SECTION DETAILS. D.L. OPG. a 4i '% 'S '%% °% PANEL WIDTH ,,t-.PANEL WIDTH 2) REFER TO SHEETS 9 OF 14 - FOR TYPICAL ANCHORS AND NOTES. ` - a• c• a• a• L+ 4 DOOR - THREE, TRACK 3) FOR POCKET WALLS SEE GENERAL NOTES o o m n+n 1J Dln /15 & i6 AT SHEET 1 OF 14. N .p •a •a •a { y ^�,. ,PANEL MAX. D.L.O.' '•XXXX" T �C YPICAE:VATION - € ' c a• a a: 1 '1 3/0 X 6/8 = 31-1/2" X 74-1/4- � 4/0 X 6/8 = 43-1/2" X 74-t/a" TESTED•§-L�N17 �' 8 = o f XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP.+ DOORS GLAZED WITH LAMINATED GLASS RATED FOR v° e 3/0 X 8/0 = 31-1/2- X 90-1/4 . _ APPROVED CONFIGURATIONS D-001 MISSILE IMPACT AND REQUIRE NO SHUTTERS _ N 4/0 X 8/0 = 43-t/2" X 90-1/4 o N N ! WTTN & WITHOUT POCKET=' Si^ �:'�, DP CAPACITY - PSF(2 1/4" SILL DP CAPACITY - PSF (3" SILL) LAMINATED'GLASS - - (FOR PANEL STACK CONFIGURATIONS SEE SHEET�7 LARGE MISSILE IMPACT i NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' ..GLASS TYPE 'A' CLASS TYPE 'B' • -• BULB VINYL ll BULB•MNYL 17 WIDTH HEIGHT - 3/16'MEAT STREN O G1A55 3/16•HEAT STRENT CLASS FT./N. FT./N. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) °^ c o •• .090 PY[3 Interlayer C $ o o: Solley CP-8ofte,& Soflex HP .090 PVB INTERLAYER 8/0 (2DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 6B.0 d or Easlmon Cnemicol Co. a Trosifol PVB or (W/ 1 STEEL) d 4c s vi ti �' w Tuosifol PVB (•)Senl las:by: F, 1- by F Kuromy America Inc. 8/D(2DR) ,• K woy Americo Inc. 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 /'ROOUCf RLlr� I Z O7 3/16•HEAT STREN'0 G1A55?0) 3/16•HEAT STREN'D GLASS (W/2 STEEL) • • (•) (') Ir•ap�yYswit►Aeiiwli• gL= °''eis� I Ol �In • • 6d/1y C'3' 17,1212.0 .roa`;' a°y' I I w 12/0(3DR • • %(+ I < SILICONE < SILICONE ) 8/0 56.7 68.0 56.7 68.0 -•• •- • •68� •88.0 AeKPK ate 2 1 „ exp?•• '•.�,�'�i I m Dow CORNING 899 -co DOW CORNING 899 (W/ 1 STEEL) • • • • C/Firiie• oma U. b,•;ti I 40 N 40 12/0(3DR) 8/0 '56.7 68.0 Sfi.7 68--b• 68.Y• �•S •6f10 �8.0 � ►rarY�etH�/L•1 °1 n E`T.• 'rNi1 O O•> 1 If I I, (W/2 STEEL) 0. ')• ) -I 16 0 4DR 8/0 53.3 60.0 - 53:3 - 60.0- 60.0- 60.0- 60.0- -60.0 (W/ 1 STEEL) • � ••• F�"• ��•`•) �' I i 16/0 (4DR) 8/0 53.3 68.0 •P' •68.0 64$ 68e0 �• 6�.p a •'eA ••OtC GLASS TYPE 'A' GLASS TYPE 'B' (W/2 STEEL) • • • • • i��,Q ••P ,``� �a I GLAZING DETAILS (') 2dr/3dr DOORS MEEP+76.7.81 -78.0 SP A/ Oupwt Clef SGP I�mi�ote �QJ1i1 � G 1 • • • •�• • • • • • •• ••• ••••• i I .. Milt. 1/4" TAPCON APPROVED EQUAL BY EOR TYPICAL ANCHORS IN PAIRS METAL V/1 3/1-MIN.EMBED.INTO 3.2 Ks Conc. (,SEE ELEV. FOR SPACING TYPICAL ANCHORS w PARS STRUCTURE Edge Dijst. SEE ELEV.FOR SPACMC e 6'FROM CORNERS 6 SEE ELEVATION AT ``- SHEET 8 OF 14 FOR MAX.SPACING. QZ m X X 4] 9 .4 • .4 _ m 1 s% •a 1 3/4 .a C a h y (]y o (IAN CueEO) a •d •4 (Mel.EMBED) _ 4• 4> t�i..°1a`cin rnISw. x i 1o 1/4" GAPS it (n w I BY P.T. In Z d 2 G7 o i 1I WOOD BUCK YET 1.C'I'RUC1TtR ATTA Y.NT DETAI e ! I 1 TYPICAL ANCHORS IN PAIRS NOTE: 18 O I OI 18 SEE ELEV.FOR SPACING 1 A�LUMSTTOLIN BE PINTED OR TPLATED- > 15 20Y Wood Buck Substrate 2.METAL STRUCTURES: Q u C, ; CLEAR Specific Gra�ty= .55 min. FOR SPACING (STEEL 12 W. 41N.THICK=O.tpS' SILICONE Wood Structure=/(SG) TYPICAL ANCHORS IN PAIRS A STEEL: F -36 KMIN. I BEDDING COMPOUND ) y SI SEE EtEV- 10 I I I I 33 (Typ,) B)ALUMINUM:6063-TS MIN. (n N € 1 (ALUM.0.078`MIN.THICK) U + U 6 17 I I I I I 4 i MIAMI-DADS COUNTY z £££ J APPR'D MULLION a I (Mw.EM8E0.) SEE SEPARATE NOA �, �• f o 7/16'-LAMINATED GLASS - N�'� (fl) O W I o I I I I 29 04 a U I I I I I < wmnDcr�uv o f ; N Ia= CQ lMWdle WA Me i R&owe N71 OTES: 1) REFER TO SHEET 8 OF 14 \_ AwpAAMeNs 1 .(Z 2 D j i a I FOR GLAZING OPTIONS AND DP CHARTS, ls�ItYAlir Pte 2 [] [x- O I I I I I I 2) REFER TO SHEETS 10 X 11 OF to - WOOD BUCKS AND METAL STRUCTURE$ NOT 81'tAWSON IND. U oFOR HORIZONTAL CROSS-SECTION DETAILS- MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND U) �+ 3) REFER TO SHEET 8 OF 14 TRANSFER THEM TO THE BUILDING STRUCTURE. i W FOR MAX. ANCHOR SPACINGS. F• TYPICAL ANCHORS: SEE ELEV. AT SHEET B FOR SPACING c 3 X 14 I I 1 rr ANCHOR TYPE CHART IN CONC. or MASONRY min. s o t@ x i I 1 I I I K ANCHOR OPTIONS HEAD-SnL JAMB Embedmen Edge Di9L Concrc4 ELCO'ULtRACON I/a" I/1" 1 3/4" 1" 2 85 Ks N N x BUILDE% i/4" - 1 3/4' e' 3 2 Ks BUILDER - 3/16" 1 3/4` 3` 13.2 Ksi o s 1 - I N N,� ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) N e l I I I I I 1 1 B SILL RISER I"' `zS' I lT' ANCHOR OPTIONS HEAD-SILL JAYH Embedmen Edge Dlet.2s Rood }_' L "• E E v ADHERED wITH N t °� - FICO ULTRACON 1/4' 1/4 ' t 1/4` t" .55 SG �� z o i i CLEAR SILICONE LL -z 5 FULL LENGTH W - '-- BUILDER 1/4• 1 I I OF UNIT SILL to I I I I I S.M.S. (Into 2X) #12 t12 1 1/4" 1` .55 SG I I I I I ,1/4" ORILLFLEX SELF DRILLING SCREWS9 0 119 II' I I INTO METAL STRUCTURES Vd 41 s 6 o K B3 I I 12 _I I (D I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 135 30 Il, 1 1 1 ALUMINUM : 1/8• THK. MIN. (6063-T5 MIN.) ti`i*- •�( vJAf�f 118 'I 1 I I ••($$F�4N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �.� `••.,•+)(tY♦sa I 1 I 21 I k I #10 SIBS •• • • • • ^/.�•.•` PERIMETE II' INTO A►'ROI& M1LI1Id5 NC:SH SPACE H ^'J: vM 1'1'6•`�. 1 CAULKING •1YPICAI E E UISI♦LNCL •• • a z V. . • (1'4-)•INTO C'�MC( •AND MA[ONRY 1`MIN. (ELCO ULTRACON) - ,q '-"> F Ya I 11 . (1/4' INTO CONCRETE AN&MIRON"- 4• MIN. (ITW BUILDEX) _ z` � i" Z v.c• :• .4 •21V i 20 ^ 16`) INTO CONCRETE AND MASONRY'- 3"MIN. (ITW BUfLDEX) 'y7 ♦`F- �:• ? I . • ILTO WOOD STRUCTURE a-1" MIN. ��4 ♦ I (WN.EMBED) .' 1/I TAPCON or APPROVED EOWL BY EOR -_-�'L ANCHORS • • ♦ •••" - I W/ 1 ]/a MIN EMBED. INTO 3.2 Ks Conc.a 6• 2 PER CLIP • • •I O MET�•a•RUF•TI,{I� 3/4' MIN. a n •39 FROM CORNERS 6 SEE ELEVATION AT SHEET •• •SEAI.AN ',• • ••• • �>>7r Tit%% F • 8 OF 14 FOR MA%.SPACING • ya TYPICAL ANCHORS IN PAIRS • • •FLRA�M�E Ay0 VENT QORNERS AN�INS�ALUTION SCREWS AT SILL p SEE ELEV.FOR SPACING • •'LALEO MITHb I,�E/ .0INUIM COLO;ED•SEALANT. WOOD BUCKS NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADSI-! 1/4" GAP A • MAX. • .o m C) ..7 y CLEAR SILICONE ADHESIVE .o .� BEDDING COMPOUND n m y p < i '> 13 7/16'-HS_LAMINATED GLASS o U H c ti 7 29 3 a Q z 't' - - CLEAR SILICONE ADHESIVE ` O 2 Iv e BEDDING COMPOUND .1 26 27 3 JJ M12%2"Fx/PNI.-S.MS V/ Z u v) 7 110 HIM 1J 1 P.T.v00D BUCK SEE SHEED. T w9 INTO 2X 2 STEEL BARS REND.ON c o z o -3 m . 11 FOR FASTENER NOTES AND 512E5 AS LISTED IN OP W= Z O o • 1 I 8 ___ 1 SHOWN CHART 0 SHHE5E5TUa OF 14 p a i L) 1 1 / ELEVATION AT SHEET 11 6 FOR U j I ' FOR FASTENER SPACING) o I�u .T. Q E2 .0.7 f J 17 Em 4 (I' 12 25 8 M 14 11 1 \11 I • N.Rl.. O01 JD17 za �16 a v1 SCREEN1)O)RPANEL SCREEN DOORPANEL MY < /'. SIZES AS USTED IN DP F O Mz ,j C3 (OPTIONAL) COPTIONAL O CHART W/PRESSURES U O I _ SHOWN ON SHEET 6 DF u e Q) o EXTERIOR EXTERIORGRADE ) 1/•- j O 8 (u W.Eu(iED.)-Y DOOR WIDTH(142 1/2') PERfMETER CAULKING Z [� O (MSN.EM➢c'D.) ? C7 F 3D/3T — XXX NOTES: 1) REFER TO SHEET 8 OF 14 14 07 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 F FOR VERTICAL CROSS-SECTION DETAILS. }) REFER TO SHEET 9 OF 14, o A m WOOD BUCKS NOT BY LAWSO)INO 1 FOR TYPICAL ANCHORS AND NOTES. x u u ' MUST SUSTAIN IMPOSED LOADS i 4) REFER TO SHEET 8 OF 14 7/I6'-H.S..LAMINATED GLASS FOR MAX. ANCHOR SPACINGS 29 1/4- GAP - 1, _ . CLEARSIL)CONEADHESIVE MAX. a o\ BEDDING COMPOUND latUWCf liYli�1 H : ) JJ ) A• t 1Y ORMp14�{wdlY ire HOlYC o H N N_..- I I; 6 7 (i _t!.T }7 /� I 11AieeNares N• 7 mZo .: U • Me 12T"� i e 1 ` PiaYw . F y I ; _ ) f f- • 11x 2"FA } 1vv ML EMBED. INTO ZX -� t P.T WOO _D BUCK[SEE SHEET w9 ayy. C4Yr is c v u 3 FOR FASTENER NOTES AND .� c > C ELEVATION AT SHEET M 9 FOR ¢ ° u ¢` 6 I I 1 FOR FASTENER SPACING ) E 4) i m ti iTi 1ltE 28 - 2x'P.T. �a. bz�C'gi� jj 17 28 • • • •, • • • • azo ' -7 N O 38 • ••• HE o a f • •• 3 ——— SCREEN DOOR PANEL / c u I z � Z C2- (OPTIQIAU O EXTERIOR ••• ••• .f♦ Ow-� ' .......... �! �� I E%TERID•GR•DE ••• �'o DOOR WIDTH(96') PERIMETER•CAULKI ) )/ •• • 000 y 1 F I.N.ELIDED.) • IN.lwBEDJ • • • • 6 2D/2T — XX • • ••• • • • i • • • p • ••• ••••• ••• • • • • DOOR BUCK WIDTH(189 3/4-> (uN.EUBEO. y •—� e C O 412 X 1 3/4•F.IL/PHI.SMS - rf m y Em•, V/1 1/4'MIN EMBED.INTO 1/4" MAX. 2X P.T.WOOD BUCK °=FOR POCKET WALLS O Z _ ( SEE OPTIONAL INSTALLATION )o 4 `o SHIM DETAILS AT SHEET 12 OF 14 > d SEE GENERAL NOTES AT 1/4' TAPCON or APPROVED EQUAL BY EOR 39 6 SHEET 1 OF 14. V/1 3/4•MIN.EMBER INTO 32 Ks Cont. • 6•FROM CORNERS L SEE ELEVATION AT CLEAR SILICONE ADHESIVE NOTE: SHEET 8 OF 14 FUR MAX.SPACING. STEEL BARS REOD.AS I Z BEDDING COMPOUND LISTED IN DP CHART W/ �� "1': Z j 33 PRESSURES SHOWN ON j -- 31 • 16 n SHEET B OF is 1 (EDGE OIsrJ m Z a 2 C7 0Z O 3 13 7 B I '_ O N 16 _ .I 6 - s. C7 E- z rn � BEDDING COMPOUND t6 ______ i V co 0 1 ♦ 7 F s � U � 3 •A i--_ �, I I of 17 25 r :D F f D O 39 17 a \J 11 8 zs sB 30 E x w Q o z o c - ------ o 'n --------- vz CV E • H � O> o � E =s • n n 77= - A ` 8 ° ------- ------- - - ------- ------ ` -- I - ------------- -- --- L— - � _ - ------ ----------- H •. l�_.`._.._.._. SCREENS OPTIONAL __ - POCKET DEPTH EXTERIOR GRADE O EXTERIOR PERIMETER CAULKING TEST DOOR WIDTH(190 5/8') o m ' (MIN.EI(BED.) jx. 4D/3T — XXXXP - a SHE r NOTES: 1) REFER ib`SHEE7 8 OF 14 TYPICAL ANCHORS IN PAIRS (V FOR GLAZING OPTIONS AND DP CHARTS. 4f N Z; FAa y ti IYPIL ANCHORS IN PAIRS SEE IUN-FOR SPACING 2) REFER TO SHEET 9 OF 14 o° c Z a SEE ELEV.FOR SPACING 1/4" MAX. - FOR VERTICAL`CROSS-SECTION DETAILS. H s z a•1.1{I. 1/4" MAX. SHIM TC n•.15 s>�s 3) REFER TO SHEET:9 OF 14 _N ,i .2 i -_- FOR TYPICAL AND NOTES. z s ---------- - ---- 0 0 SHIM h SF - 4) REFER TO SHEET.,'8. OF 14 - c m o i FOR MAX. ANCHOR SPACINGS. a a. a " _ 26 i6 - - 2m o e i I3 mu UYI NClwss 3l:IiTJI YII'AL STRUCTURE ATTACHMENT DETAIL w\\fie'-'�� V 9��, I { NOTE: 2 • • • lR9QUCt AiVIB� m ,i',_$•••,...... 1/tctri I I9 1. ALL STEEL IN CONTACT WITH •� • • • • • • • •• � �� 41 "• ALUM. TO BE PAINTED OR PLATED. I • •• • • • • • na ((��..z Yf �,`�• U. METAL ---- • • • • • • N. D� Oz� ;'f'•JAJ 4 0 2. METAL STRUCTURES: • • •• _> o ° STRUCTURE -—- �� • • • • 11j1Y11�•Osh m m n iN W ' A) STEEL Fy = 36 KSI MIN. �-�_t!r—' • � I •A" (STEEL 12 GA. MIN. THICK — 0.105' • • • • • ` •J.°.-`� 8)ALUMINUM 6063—T5 MIN, D •• $N&Ivadmocalow _ i2(i 0- -( ALUM. 0.078"MIN. THICK) _______________ p�j� 4--------------------- 1 ----------------- rp ...•• (MN.EMOEO.) • SCR N DOOR PAIIEL • ••: • A• `'if/yT$`X ''``\\\\ Z F I( E2• • TIDRAL>• • • • • Tii7:s1 I • i SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME 1 3/4" MIN. ITEM / PART # QTY. DESCRIPTION REMARKS EMBED. ° N 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1F OCr R ANCHOR TYPES SEE Cr 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi-Slide) 6063-T6 ALUMINUM NOTES AT SHEETS 3, 6. & 9. ° C v 2. FOR POCKET WALLS SEE GENERAL INTERIOR NOTES 615 & 16 AT SHEET I OF 14. 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM TYPICAL ANCHORS . INTERIOR `1° 3 O0 �.1 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM o v 4 L-9204 I X PANEL PANEL TOP RAIL - 6063-TS ALUMINUM AT B" O.C. ° on n O 4] SEE ELEV. o o I 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM gi FOR SPACING 5 3'` s Tn 2 n 8 26 i J 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 17 ._° 18 17 o c z a 6 33 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM n z }1 m i a 2 C7 N o F 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 116 p 1 ? ! Y j 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM z o o i 10 L-9209 AS REO'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM o Ca 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM ` .o t _ 16 V V) s 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM }t 17 1 '.•a.• !w� 26 F t STEEL BAR REO.ON 17 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM SUES LISTED W/OP 6OPs B v 3 EXTERIOR TYPICAL ANCHORS - o D ABOVE t Z a a 14 PVS-016 AS RECT. BOTTOM RAIL VTST ULTRAFAB #QB6757DK }5 .a * al e.• AT 8•�O.C. � d 15 PVS-009 AS REQ'D. PANEL TOP RAIL WTST .187'x.310' (7830-6001-I) FZ SEE ELEV. / FOR SPACING ' 16 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.270' (7820-6001-9) � 1/4" MAX. L- • n 1 W d m F 17 VWS-004 AS REO'D. BULB VINYL (FPVC) 1/4' O.D. SHIM C O 1 3/4" MIN. , CJ IB L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' EMBED. h (U c i 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 x EA. MVG. BOT. RAIL EXTERIOR. J 20 FS-003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F.H./PHIL. POCKET DOOR H O O K e m 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM ATTACHMENT DETAILS 1� 2 Q) 22 FS-042 AS REDD. 'C' TRACK ATTACHMENT SCREW #10 X 1' SMS F.H./PHIL. 23 L-9016 1 X ANCHOR FIXED_PANEL JAMB CLIP 6063-T5 ALUMINUM FI=Ue'Arr.4 IFPVClCom 'lon-Team Plastic Inc. 24 FS-011 1 X CLIP FIXED-PANEL CLIP SCREW M10 X 5/8' PH/PHIL. 9. Fwc B6ok Com ound No 720a75 PNYSIGL ASTM NO. '' a o I A = 25 AR-020 ■ INTERLOCK.STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) ' 75 Da4e Spadr.Gmin- 45 D792 26 AR-021 ■ ASTRh6ALl]STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) Tc 5O S—gk PSI a lbw' DIOS z q Dlfnnc Fbn�ioq Y = 6 340.0 D638 27 AR-024 9 1NTE(LOCK STEEL REINFORCEMENT 3/8' X i' (36 KSI) ModulmC{Io0r.F3 goo P6r'.. 765.0 D638 fi,ow Bnulo—a 31.0 D-746 _ E 28 HC-047 1 MDRTISE'LOCK_HARDVARE V/ HANDLES 6 KEEPER q- FPVCWMtaConpoundNo.7261-76ppDtrpfy�[ty = o o z 0 29 • 1 x Panel 7/1!Zt- ted}N.S. Glass See Glazing Details PHYSICAL a 'J ASTM NO. ma"Of4i".A6 at Rod4 r � 2 F E';<"< 30 L-9022 >' ASTRAGAL:PANEL SILL CLIP 6063-T5 ALUMINUM 'A Ifi �1: gas Dr3z 73 D4240 �'� Mi• 2U.S Tnailc Soes�,PSM r '-1640 D-OR p�Me Z ��S 31 L-9215 1 POCKET,JAMB HOOK 6063-T6 ALUMINUM =� u� • > uftl a Elmplioq% 3250 D678 ' n 32 SM-5731 ■ NEUTRALCURESILICONE Schnee-Morehead 5731 Mmdm2,)I0096&ong�oo,P51' 765.0 D63R E:. � w� 1 B.;ft..% -30.0 D7W Oi--ta1111IFsr illod ;-wZ 3€4 b 33 DC-899 AS REQ'D. NEUTRAL CURE SILICONE Da+ Corning 899 34 x ■ NEUTRAL CURE SILICONE Treaco Spectren 2 • s m u 3 35 HC-045 2 NYLON PLUG ( .480' HOLE ) RIGID PVC ? 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC •• ••• „�;z`'a'x' .--a'.''4� I 1 37 FS-005 AS REO'D. FRAME ASSEMBLY SCREWS a6 X 1/2' P.H. PHILLIPS •• ••: ••• • •• oZN ��.�`•`..........• •"•••:3!`•�e i 38 FS-013 AS REO'D. PANEL ASSEMBLY SCREWS #10 X V P.H. PHILLIPS ••• •:: : : : : :•: �• wm� .,,' ti O ,-, i 1 39 FS-014 AS REOD. INSTALLATION SCREWS 1+72 X 1 3/4' F.H./PHIL. • •• • • • �� - ¢•��_ 1 1 40 PL 75.6020 AS REO'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. • • • ••• foci +� ~ O; 1 L�43 SCREEN PANEL - ■ ■ �� .�� I SM-5504 AS REQ'D. JOINT SEALANT Schnee-Morehead 5504 :•• •�• ••• ••• �� p'7 .• ,`�1:� ■ ■ PERIMETER CAULKING OSI POLYSEAMSEAL■ 1 PRODUCT LABEL R[ ••• 0• • • •• • •• ttftffltlfttl�� O • • ••• • • 3.625��'� ^y 1.000 .062 i C 1.000 .750 ° 062 e c L 1.594--I .3760 FRAME HEAD O 3.500 `^o � ��3.6 �' 1.218 062 _IL 2E 1.00° Z o z y 1.500 nW= o C TWO TRACK HEAD 1.594 r;l J687F-- j U. AT SHEETS 8. & 9. lJ - j Z MULTI-SLIDE FRAME HEAD FRAME JAMB PANEL TOP CORNER 2 ,j o a 12 1.687 FRAME TOP CORNER U) a 090 I-r 094 S i irI 3a zap {!} ®~ ez � 2.2soa ofiz 1.750 1'132 7 � 062 590 TWO TRACK FRAME i sss .� v 1 a F a T-I �� 150 z o 0 F---4.154 O 1.619 F o pCQ O 1 FRAME SILL 890 INTERIOR INTERLOCK . � 390 7.619 V 062 .150 1.241 _ ° - n 2?000 2.798 0 m 2.039 1.590 \ - .062 1.132 PANEL BOTTOM CORNER .a R odd .890.F-� -''=•1- .094- _ --- E s i Oa 1.197 -7687 © - j a PANEL T04-RgIGr""" --- PANEL BOTTOM RAIL EXTERIOR INTERLOCK o { .e -p }J 11{aYpq'I�A71�tl�e ElOfwL . -2.6b6 .844 2.280 way N.1 � i t 0941 mmftft FRAME BOTTOM CORNERIC ��_ e Email.,•- ° z 6 j ! IL '"3B 1.044 1.6774 �I s m a 7 L1�`P �_J+Y`�.�� _J 062 1.710 � .616 ••• ••• • • ;,; t0 1.842 • • • • • • • -,.,,,:a..-a ••t,-.``ris GLASS STOP O LOCK STILE© 1.655 9O • • ••• • • • ••• m -�':��"•• '��'•% 1 .531 .580 ASTRAGAL STILE ••• ••• ••• ••• ••• •• ym .i� •`� C `C.}"`+i • • •• .ate U� �I Y H sl t 524 875 f--3.000-73 0125p .070 I-7.2s0 1.742 ® .1241 • • • • • • • :p �� I FIXED PANEL CLIP ASTRAGAL RETAINER SILL RISER •• •• • • • • •• • • FJ�1r;ne,••j1``�� • 1 6� N 5.244�� 1 .070 iI o 1.000 1.500 �< 3 o y j 1.594 t ° o,; 2 Q z ! .086-��- 0 c) w i z r to C,3 a I FRAME HEADi ! d 0 1 hW= c a u t .090-�-- � C7x` j z O ` L7 H A 2.250 V w F .062 s 50T0 FRAME TOP CORNER i 5.748 0' U3 FRAME Sill 72 C/) Q: d .500 O 1.000 THREE TRACK FRAME ( e o 1.250 .062 25 w INTERLOCK REINFORCING g .376 « e o o 1 .500 1.218 5.094 -- fv 1.500r v ry D e ASTRAGAL REINFORCING , .375 -.688o EL 13 a —T o z ¢ ? 3 < n : m d� C FRAME JAMB 1.250 37 r .500 •• 000 ••� Q --•.;.:. ... ^ (( INTERLOCK REINFORCING I • • • DU6)R£Y 527 FRAME BOTTOM CORNER �9 ••• •� �•• • �• =17 IZI2ar r ••• •� • • • yNe ! 23 S. Qin 2.094 --} • • • • t <� u3 �—Ji. .078 CiaMul o�3�-,'•� Z :•� c�F I = • .100 • • • ••• ••• ~c a 'Oi .953 • •O .670 •• • •• • •• • a ��P� •*'•p 31 2t Pocket 'P" Hook C CLIP • • • •• •• j • �t+TP;Stfit6�� D • I i. n •000 of 0 00 0 • • • • •• • • • •• • xs _ ti y " y � x N 01 VOW ••s• s• • • ••so ••••• • • • • r ',d,` • • s•••• •s•••• +F r. 0. K f i i �i. a �� 4' •••i : iy•• • ;?4. �^ ,t�". — iii••• • "�."' •iii•• •• ♦ • i + i i i bill a.. t-r r. _rte a ORBS Miami Shores Village Building Department some , n ..��.� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 `�restiNs°ye Tel: (305)795.2204 �LORIpA Fax: (305)756.8972 r y Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,chahei ig and/o> • • replacement of any type of windows,doors,sidelites,skylights or fixed gtass(cladding) ;""• the permit holder or qualifier bearing his signature on the permit applic;;; •shall ib*ta• • j by the requirements of this department and comply with the followirrg stafemerit••;• •• •• { Upon obtaining window and/or door permits for the installation ck, &re, it;sOtTie 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). Acknow dgement: #U lji� svykn "ual- er/Owner Signature Date Print Name harbour. club -v1 as condominiums 153014.E.105th Sliest,Mte+M ftros,Florlde 33138•Phone 893.8178 February 1, 2018 , Village of Miami Shores Building Department ••�� 10050 NE 2nd Avenue •��•�� •• .• •. . ...... ...... Attn:Village'of Miami Shores Building Department, ";••; .. ...... ...... We authorize the owner of 1546 NE 105th Street, Miami Shores, FL 3:113pto ha% •?ltt6ior ""•• • renovations with proper permitting by Miami Shores Village. .. • •• •••••. If you have any questions, please leave a voicemail at 305-893-8178 and your ca *will be returned as soon as possible. Sincerely, ',�Kacey Schock, President Harbour Club Villas