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WS-16-790 bw nom. � - Iso sKo' s y� Miami Shores Village i Type.,')M 1At8/$h�1tt8 10050 N.E.2nd Avenue NEQr7kGja ttCa tl;VArldoWID.b�r Ri p��t M • ""' Miami Shores,FL 33138-0000 - .. �. Phone: (305)7952204 Petmit'Status APPRt fic°" —Expiration: 09/26/2016 Isaia , iai$e:313012010 p. Project Address Parcel Number Applicant 1110 NE 100 Street 1132050190460 ALEXANDRA DE LA ESPRIELLA Miami Shores, FL 33138- Block Lot: Owner In or enation Address �N W Phone m _ Cell ALEXANDRA DE LA ESPRIELLA 1110 NE 100 ST MIAMI SHORES FL 33138-2602 Contractor(s) Phone Cell Phone Valuation: $ 13,000.00 UBALDO BLANCO (305)219-5717 (305)885-8083 Total Sq Feet 0 r 4 Type of'dvork.REPLACE 11 WINDOWS AND 4 DOORS. Available Inspections: No of Openings: 15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:A Review Building wia`n�ai�i>si� it Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 Invoice# WS-3-16-59145 DBPR Fee $3.75 03/24/2016 Credit Card $50.0'9 $240.30 DCA Fee $3.75 Education Surcharge $2.60 03/30/2016 Credit Card $X40.30 $0.00 Permit Fee $250.00 Scanning Fee $12.00 Technology Fee $10.40 Total: $290.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compli ince with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the prol sr authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my or cr.1;.'oye.: I understand that separate permits are requirea for ELECTRICAL*INHAN WINDOWS,DOORS,ROOFING 2nd SUIr!MMING POOL wor OWNE , F,�D T: or n information is accurate and that all work will be done in com fliance with all applicable laws regulating constru i r d z bove named contractor to do the work stated Mar;h 30, 2016 its two I pplicant / Contractor ! Agentdate Building DepCopy March 30, 2016 1 INSPECTION RECORD STRUCTURAL ZONING PLUMBING INSPECTION i DATE i INSP I IINSPECTION I DA 1INSPECTION DATE I INS1P Foundation Zoning Final Stemwall ZONING COMMENTS Rough Slab Water Service Columns 1st Lift 2nd Rou h Columns 2nd Lift) To Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing INSPECTION DATE INSP LP Tank Insulation TemporaryPole Well Ceiling Grid, 30 Day mporary Lawn Sprinklers Drywall Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tin Ca Telephone Final Roof in Progress TV Rough Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL ADA compliance Alarm Rough INSPECTION IDATEI INSP Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough Soil Treatment Cert jService Work With Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL COMMENTS INSPECTION "DATE"JINSP Final Sprinkler Final Alarm Miami Shores Village �CEXw_ - \ BuildingDepartment p M I R;4- 2016 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 117 FBC 20 [q l BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION RENEWAL r-JPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11(r, eU l 0c' 5 City' Miami Shores County' Miami Dade Zip' 5--3/ 3 Folio/Parcel#: j/•-3Z0 j5-b/09^®e%( () Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: / l ��, '-le In c S,�i�. / OWNER:Name(Fee Simple Titleholder): It)I I�t a/V7 l�0 �t o �G / /S �` C /[PXa.' Phone#:� , '7 t6- 3 3 9 Z 513 �)Uc) Address: 1/lo k)C loo $T f� City: /Cl('[1, � State: Zip: 33 / '31 Tenant/Lessee Name: Phone#: Email: Clexey,-/L7 fe-1 �1 `fc foo' cc�� ° CONTRACTOR:Company Name: LI I Ill Q:Ul Phone#: 3 J n!5 �60 B Address: Ul &A4 Q r :W �/- City: .l Q State: 0-) r-. Ct C/\ Zip: Qualifier Name: Uk'�> C) P(C��ln ZA C. Phone#: State Certification or Registration#: Q-W 04 2'� p_ Certificate of Competency#: DESIGNER:Architect/Engineer: �l�Y�• �' �Qy1s[) v rPhone#: 305 S Z Z. '31q Address: 2k00 Lb X1-6 `-)t City: 14i'Q,LeC,-k State: FL • Zip: `3301 Value of Work for this Permit:$ 43.2'0 0 " O Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration � ❑ New [� Repair/Replace ❑ Demolition Description of Work: Q {p� l�o /) [ ( A�q� b e 0,' S �T ure4 Qkass W 45. Fra-..'.e Cl¢42qv ,� �r ! �� s ��lt 1cLc ' p U Specify color of color thru tile: Submittal Fee$ �50 - Permit Fee$ � � 1 CCF$ CO/CC$ Scanning Fee$ w 2- (5){�^, Radon Fee$ 3•:45 DBPR$ Notary$ Technology-Fee$ .� � ` '[!� Training/Education Fee$ Double Fee$ Structural Re0ews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) _ Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. � nature A Si c SignatUxe g OWNER or AGEN CONTRACTOR The foregoing instrument was acknowledged before me this The�foregoing instrument was acknowledged before me this day of��tf��L��a' �� 20 ® by U9 day of 20�� , by i-i o 1 6personally known to li o who is personally known to rrie 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: LL11L_L Sign: 11 _50 Sign: Print: } y MY Print: FF84409 Wr 16,Z01s em19,4W IV ed Thru Na Put�te Uraferwri�re Seal: 'kd' BmWed Tin No"Public Unde-flys Seal: '` �4,' POM APPROVED BY l� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) P STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 BLANCO, UBALDO UBALDO BLANCO G C INC 437 GOLDEN ISLES DR #8F HALLANDALE BEACH FL 33009 Congratulations! With this license you become one of the nearly _------.-- ---one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTME ,T OF BUSINESS AND and they keep Florida's economy strong. PROFEI, REGULATION Every day we work to improve the way we do business in order to CGCO47289 a :,-U7/16/2014 serve you better. For information about our services,please log onto www.myfioridalieense.com. There you can find more information CERTIFIED G '-QN fa about our divisions and the regulations that impact you,subscribe BLANCO,UB g to department newsletters and learn more about the Department's UBALDO BLA . initiatives. "" Our mission at the Department is:License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, 1S CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration date:'AUG3i,2016 L1407160001340 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSI14ESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 147289 The GENERAL CONTRACTOR Named below IS CERTIFIED '' Under the provisions of Chapter 489 FS. «, Expiration date: AUG 31, 2016 4e fiT�! BLANCO, UBALDO USALDO BLANCO G C 437 GOLDENJSLES ...i b;. s;, ,., #817 HALLANDALE BEAC .,6- a ti " �• r Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL -- DO NOT PAYt i 5509246 BUSINESS NAME/LOCATION RPT-I) ECEIPT NO. EXPIRES UBALDO BLANCO GC INC RENEWAL SEPTEMBER 30, 2016 DOING BUS IN DADE CO 4704996 MIAMI FL 33000 Must be d splayed at place of business Pureuant to County Code Ch.,pier oA-Art.9&?o OWNER SEC.TYPE OF BUSINESS 'AYMEUBALDO BLANCO GC INC 196 GENERAL BUILDING CONTRACTOR BY TAX RECEIVED GGC047289 BY .4X COLLECTOR VUorker(s) 1 J.—D0 09,%08/20 i FPPL05-15-3169: This Local Business Tax Receipt only confirms payment of the Local Business Tex. The Rececpt is not a license. permit or a certification of the holders qualifications,to do business. Holder must comply vwith any governmema or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-tv'tiami-Jade Code Sec Ba-276 For more information,visit www.minr_:.-;..d,,: .naHcutiector JEFF ATWATER STATE OF FLORIDA -HiEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'r-OMPENSATION LAAI 'ONSTRUCT ION INDUSTRY EXEMPTION -his certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 9/12/2014 EXPIRATION DATE: 9/11/2016 PERSON: BLANCO UBALDO FEIN: 651096775 BUSINESS NAME AND ADDRESS: UBALDO BLANCO G C INC 437 GOLDEN ISLES DR.#8 AALLANDALE BEACH FL 33009 SCOPES OF BUSINESS OR TRADE: _ICENSED GENERAL LICENSED ROOFING CCNTRACTOR CONTRACTOR °rs::art to C^acter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate�f election under this sedior ay nc;recover Denefds or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only .ithin the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,r.otices 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 ceNficate. rhe persor:named on the notice or certifilcate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-172-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 Ubaldo Blanco General Contractor 437 Golden Isles dr apt#8-F Hallandale FI 33009-7557 Licence#CGC047289 January 27,2016 TO MIAMI SHORE VILLAGE 10050 NE 2 ND AVE MIAMI SHORE FL 33138 TO WHOM IT MAY CONCERN This letter shall serve to substantiate that UBALDO BLANCO INC. hired PINOS WINDOW CORP to performed all window and doors installation for the property located at 1110 ne 100 st Miami shores FI 33138 Any additional questions please do not hesitated to contact me at 305 888 9946 * Oaac� aIdo nco ( Licensed General Contractor) S�oREs G mail 1" Miami shores Village b* Building Department �xOR{pA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTE � Signatu�e:.- Owner State of Florida County of Miami-Dade ,, pp The foregoing was acknowledge before me tt 's day of 36i rl 1�0 Ir t ` �� 1 known to me or has produced By_4(,� �/l.,�C �j ( S�l� who is personally 6 fication. A Notary: 1 #FF 844099 own 8mded Tin%&J Uderedters SEAL: �� ATE Acerb CERTIFICATE OF LIABILITY INSURANCE D03124 /20 6) PRODUCER 305_227„0082 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION CAROLINA INSURANCE CONSULTANTS ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 8250 W FLAGLER ST#116 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. MIAMI, FL 33144 INSURERS AFFORDING COVERAGE INSURED INSURER A: INTERNATIONAL INSURANCE CO.OF HANNOVEISE UBALDO BLANCO GC,INC INSURER B: 437 GOLDEN ISLES DR#8F INSURER C: HALLANDALE BEACH,FL 33009 INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. !NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS i -M& — DATE IMMIDOMI GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY G06AO03067-03 03/10!2016 03/1012017 FIRE DAMAGE(Any one fire) $ 100.000 CLAIMS MADE 7X OCCUR MED EXP(Any one person) $ 5,000 PERSONAL S ADV INJURY S 1,000,000 GENERALAGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 X POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR E1CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE S i RETENTION S $ STATU- WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ j E.L DISEASE-EA EMPLOYEE1$ E.L.DISEASE-POLICY LIMIT 1$ OTHER i DESCRIPTION OF OPERATIONSALOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPEC(AL PROVISIONS CGC047289-LICENSED GENERAL CONTRACTOR CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN VILLAGE OF MIAMI SHORES NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 10050 NE 2ND AVE IMPOSE NO OBLIGATION OR UABIUTY OF ANY KIND UPON THE INSURE AGENTS OR MIAMI SHORES, FL 33138 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25.8(7197) ©A R O PORATION 1988 A)C- /o s/. l Q C---;, U U / Village of Palmetto Say Building&Capital Projects Department 8705 E.Hibiscus Street Palmetto Bay,Florida 33187 Tel:305-259-1250 Fax:395-258-1281 Property Owner: Date: Property Address: Contractor: Window&Door Permit Supplement om Site Unit Mullion Ili n Qalculates Wind Pre�ure PreressuGaoaclty eaulrement Mark No. Type[Thickness (W x H) Unit Tyne Name N.O.A Anchorage Mullion N.4 A Hortzontal/Vartical Negative/Positive Negative/Positive 1sip !/j x - to I -03 -- 4 elo-�l Wit. (ob•7 -75 40•� —`�3•Y -1 '7' I I. vWM1 ' ' V•O/'� • r a. •y I�7 s '' ?xZ ff •03 — fAb.el -0•g 7175 47 •02 - -- +SMT _ .p •7 -Coo . . • . . . . • psi • • r. .,. - - - •• ••• •• • • • •• .,A 'l • ••. . • • • EPT .. - . • • . . • P[[AN C,F WITH Al.L FE70,N� • • • ••• • • • • •• •• • • • •• •• I;AIf A J1)C�?I1Pi1Y RO III FS AN F-G,UI ••• • • • ••• • • F gp . ' RAMMS -- A I .7 INC. Kd - .85 : 2100 W 7.Q Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior &,Exterior Zones (4$45 -Walls). Positive Pressures Exposure C For the 175 ' mph Wind Zone CATEGORY ••- Effective Wind Area (or, Tributary Area in S wke Feef Height 10 20 30• 40 .050.0 (Maximum) 1.00 0.95 0.92 0.89 •Vaa• -0.86 : ... 15 40.4 38,5 37.5 36.7 20 42.7 '40.8 39.7 38.9 .3883 .3.7•.8 :.. 25 .44.6 42.6 41.5 40.6 •40:fl 00-59.4 • ••:' 30 46.5 44.4 43.2 42.3 :4'1:.7• 41.1 '• 40 49.4 47.2 45.9 44:9 .44.2 :•'403.6 50 51.8 49.4 48.1 1 47.1 1. 4.4 10•;K.7 • 60 53.7 51.2- 49.8 48.8 1 48.1 0941.4 Interior Zone (4 Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square,Feet Height 10 20 30 40 50 60 Maximum) -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 43.8 .42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 .-43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43:2 30 -50.5 -48.4 -47.2 -46.3 45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 . 50 -56.2 -53.8 -52.5 -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 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30- 40 50 60 (Maxi um A AO -1.29 -1.23 -1.19 -1.15 -1.13 1,5 -54.1 -50.4 -48.3 -46.8, -45.6 . -44.7. :20 : -57.2 =53.4 . . -51.1 -49.5 -48.3 -47.3 ` 25 -59.8 -55.8 .' '-63.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 `-53.9 -52.6 .5 40 -66.1 -61.7 -59.1 -57t2 -55.8 All- 4 50 -69.3 -64.7 -61.9 -60.0 -58. 60 -71.9 -67.0 -64.2 1 -62.2 1 /\-ra0V 9X9.4/\-0 Length of End Zone (a): 10% of least horizontal dimension or .4 h, h chev r 's smaller, but not less-than 41/o of least horizontal dimension or 3 ft. (h = mea roof height in feet). NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TA N FOR FLAT ROOFS: 1110 NE 100 ST MIAMI SHORES , FL. 33138 WINDOWS AND DOORS SCHEDULE SI ZE MARK DESCRIPTION W H MATERIAL REMARKS NOA 0 HR (XOX) 111" 26 ALUMINUM/GLASS 15-1103.03 0 111" 50 5 8" ALUMINUM GLASS IMPACT GLASS 15-1103.03 2 HR / / WHITE FRAME PW 74 1/2" 14 3/4" ALUMINUM/GLASS CLEAR GLASS 14-0728.07 ® SGD(XO) 70" 80 1/2 Y1 ALUMINUM/GLASS FULL VIEW 14-0908.02 O HR 19 1/2 26" ALUMINUM/GLASS 15-1103.03 © SGD(OXXO) 153" 80" ALUMINUM/GLASS 14-0908.02 07 SGD 143 81 1/2" ALUMINUM/GLASS 14-0908.02 .. ... . . . . .. 8 HR 74" 26 ALUMINUM/GLASS „ ; ; :, :15-1103.03 90 HR 36 3/4" 25 3/4" ALUMINUM/GLASS •" •�. ' *'15-1103.03 . ... . ... . 10 HR 37 26" ALUMINUM/GLASS �„ , ;•; .•' , f 1103.03 .. . . . ... ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . +40.4 PFS C/A-1 _- -43. 1 PFS O +40.4 PFS BEDROOM -43.8 PFS +38.5 PFS -42.0 PFS +40.4 PFS CL C -43.8 PFS BATH 7 +38.5 PFS +38 5 PFS -42.0 PFS ®-42.0 +40.4 PFS m -43.8 PFS BATH BATH i +40.4 PFS KITCHEN r43.8 PFS � A CL +40.4 -43.8 PFS DEN LIVING ROOM DINING ROOM +38.5 PFS ® -42.0 PFS +40.4 PFS ••• GGAARAGE•• FAMILY. ROOM -43.8 PFS ' " ' BEDROOM Q2 +40.4 PFS 02 +40.4 PFS •• •.. • -43.8 PFS -43.8 PFS •• ••• '• ' ' " ••• . ••• • _. • • • EGRESS009 E +40.4 PFS FM; PrAN ' ''• �.' •'• 54.1 PFS +40.4 PFS A/A-1 1110 NE 100 ST -54.1 PFS MIAMI SHOE$ , FLS. 3,3138..• • • •• •• • • • •• •• ••• • • • ••• • 0 r r r r r r rrrrrr (D±40.4 PFS r r r r r r r r r r r r 0+40.4 PFS r r r r r r 54.1 PFS r r r r r r +40.4 PFS +40.4 PFS r r r r r r -43.8 PFS <D-43.8 PFS rrrrrr 1110 NE 100 ST ELEVATION" A" MIAMI SHORES , FL. 33138 • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • ••• • s • s •i• • • • • • • • • • • • • ••• • • • ••• • • 4 C7, FUD 0 0 +40.4 PFS 38.5 PFS +38.5 PFS -43.8 PFS 42.0 PFS -42.0 PFS 1110 NE 100 ST ELEVATION " B " MIAMI SHORES , FL. 33138 .. ... . . . . . .. 00 . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . ... . . . . .. . . . . . . . . . ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • 0 0 0 ±42.0 PFS 0+40.4 PFS +38.5 PFS 54.1 PFS -42.0 PFS 1110 NE 100 ST ELEVATION " c " MIAMI SHORES , FL. 33138 .. ... . . . . . .00 . .. . . . . ... . • .. ... .. . . . .. . 0 :0 . 00 . . . . . ... . . . . .. . . . . . . . . . .. ... . . . . 0 :0 . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ® 0�❑ ® 0 +40.4 PFS +40.4 PFS +40.4 PFS +40.4 PFS +40.4 PFS -43.8 PFS -43.8 PFS -43.8 PFS -43.8 PFS -43.8 PFS 1110 NE 100 ST MIAMI SHORES , FL. 33138 ELEVATION D .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . ... . . . . .. . . . . . . .see . . •• . . • . . • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . t � ' MIAMI•DAQE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamida4t.gov/economy. Florida Window Systems,Corp. 6860 NW 75 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AIM. This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION:Series"FWS-300"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W07-80,titled"Series FWS-300 Alum.Horiz. Slid;ng Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 10/15/07,with revision C dated 12/30!15,frepuN by AllFptrvoq ••••;• Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade Coull PPoduct Coning Revision stamp with the Notice of Acceptance number and expiration date by the 1VtianV)5ade 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 na..m.e..or logo, di ,.state,. model/series, and following statement: "Miami-Dade County Product Control Api,ovg.ed, unless otherwise •ee"• noted herein. ....:. RENEWAL of this NOA shall be considered after a renewal application has beeo fil d and their;' s beery no change in the applicable building code negatively affecting the performance of thik'protluct. .••;•• • 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 tennination 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#13-0402.01 and consists of this page 1 and evidence pages E-1 and E-2, as wel l as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-1103.03 MIAWDADE COUttm' Expiration Date: May 01,2018 6 Approval Date: January 21,2016 Page I Florida Window Systems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA#07-1025.09) 2. Drawing No W07-80, Sheets 1 through 7 of 7,titled"Series FWS-300 Alum.Horiz. Sliding Wdw. (L.M.I.)",dated 10/15/07,with revision C dated 12/30115,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Deport No. HETI-07-4417,dated 12/13/07,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#07-1025.09) 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-05-1944, dated 12/13/07,signed and sealed by Candido F. Font,Poi ••• (Submitted under NOA#071025.09) "•' ....• 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94.::..: •; ••; •••; • 2)Uniform Static Air Pressure Test,Loading per.FRC TAS 2D2-94 • 3)Water Resistance Test,per FBC,TAS 202-94•••• •• ••• 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 • •• ••••• along with marked-up drawings and installation diagram of an aTUNium honzbbtal •'••' .. .. .... ...... sliding window,prepared by Hurricane Engineering&Testing, ,,,Test ReRort No. •• HETI-05-1439,dated 12/13/07, signed and sealed by Candido F.f`o'nt,P.R. . ....:. (Submitted under NOA#07-1025.09) • •. . 4,•... C. CALCULATIONS •• • 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 07/21/15 and 12/09/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel Fire ,P.E. Product Control E miner NOA No. 15-1103.03 Expiration Date: May 01,2018 Approval Date: January 21,2016 E-1 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 14-0423' issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5th Edition(2014), and of no financial interest,dated July 21,2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 13-0402.01,issued to Florida Window Systems, Corp.,for their Series"FWS-300"Aluminum Horizontal Sliding Window—L.M.1.,approved on 05/16/13 and expiring on 05/01/18. . . .... ...... •••• • •• ••••• • • • • • •••••• •• • ••• • • •• • Manu 1 Per . Product Control Eami er NOA No.15- .03 Expiration Date: May O1,2018 Approval Date: January 21,2016 E-2 74" 111 1/$ u WINDOW WIDTH WINDOW WIDTH 13 1/2'MAX. 13 1/2"MAX. HEAD �,� HEAD/SILL 0 9"MAX. LSE 9"MAIC. yZ b"MAX. MTG.STILES (SURFACE APPLIED) 8"Max. MTG.STILES 1� a* HEADCORNERS ERRS MAY BE USW HEAD I b ��I • �� n 0 411 ---�J , ----_ _' =art A m G li c 0 �o � l o II ii � O u _ n _ B B II g O u� 3 y 36 33 1/z" 33 7Ir 33 1/2" 33 1/2- S3 1/2' D.L.OPG. D.L.OPG. 7n I O.L OPG. D.L.OPG. D.L.OPG. 3E SOo 37 1/b" 37 1/8" 37 1/B" OM Vj,x1 w1vin VENT WIDTH VENT WIDTH nM m TYPICAL ELEVATIONS Q 3 pz f3 O CID S ii Do SERIES FWS-300 0 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. a a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o a COMBINATIONS OF N.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 8 i MIAMI–DADE COUNTY APPROVED MULLIONS IN BETWEEN. 3S LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. B �n THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • • •• ,., REQUIREMENTS OF THE 2014(5TH EDITION) FLORIDA BUILDING CODE • • • • • • • • • • •• • • • • • O< m u INCLUDING HIGH VELOCITY HURRICANE •ZONE (HVHZ). • •• • _ • • ••• • � WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • (AADS TO THE STRUCTURE. •• ••• •• • • • •• ^y Q ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS Engr JAYAO PRODUCT REVISED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1HESE WINDOWS ARE RATED FOR TARGE&SMALL MISSILE IMPACT. f5Y0. m camplYiag with rta Fiafd� b SHUTTERS ARE NOT REQUIRED. ( CA!NN./70892 BW�9 Cad. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • ••• • -- 3SJB Ac«pr '8 NOT PART OF THIS APPROVAL • • • • • • • • • y A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • %0 • • • • M 7A�S ALL SHIMS TO BE HIGH IMPACT, NON–METALUC AND NON–COMPRESSIBLE. • •• • • • • • • M iaPmducl m drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT •• • • • ••• • W07-80 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2,014 FLORIDA BUILDING CODE sheat of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) �1s� GLASS TYPE'A' GLASS TYPE 'H' n WITHOUT REINFORCING VITA REINFORCING VINDOV DIMS. A E/0 sue CUPS vrR SWR CUPS E/0 SHUR CUPS 111111 SHEAR CLIPS Q HMW EKT.(+) Wt.(-) EXT.(+) Wi.(-) EXT.(+) iNr.(-) EXT- )I 26-1/2" 4 68.7 73.0 68.7 73.0 BOA 100.0 80.0 100.0 d ff.); 4 68.7 75.0 66.7 75. 80.0 100.0 80.0 100.0s3-1/8" 8 66.7 73.0 66.7 75.0 600 100.0 60.0 100.0 74' 6 66.7 75.0 86.7 75.0 80.0 100.0 80.0 100.0 �.O C a• 28-1/2' 4 1 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 �' J 1. 38-3/8' 4 65.7 75.0 66.7 75M 80.0 100.0 80.0 100.0 ryZ0 Fpl 53-1/8• (4) 6 66.7 7&0 66.7 75.0 80.0 100.0 80.0 100.0 V$1-Ic g 74' 6 88.7 73.0 88.7 73.0 80.0 82.1 80.0 t00A u1 26-1/2- 4 66.7 75.0 56.7 73.0 80.0 100.0 80.0 100.0 Y24 37" 50-5/8' 4 66.7 75.0 66.7 75.0 60.0 82.6 80.0 100.0 53-1/8" (5) 6 64.5 64.5 56.7 73.0 64.5 84.3 80.0 100.0 SILICONE SILICONE � all it DOW CORNING 79fi DOW CORNING 78S J a,y( 74' 6 54.9 54.9 66.7 75.0 54.9 54.9 80.0 100.0 Q b 7{'1 26-1/2' 4 66.7 75.0 56.7 75.0 80.0 82.6 80.0 100.0 1/8'HEAT STREMD GLASS 1/8"HEAT STREN'D GLASS O 37' S3• 4 82.3 62.3 66.7 75.0 62.3 62.3 80.0 100.0 090'Intarlayer 073"IntedWer a 6 47.2 472 88.7 75.0 472 47.2 80.0 88.7 Safi"Clear And Color Gloss Safiax CP With PEr Core � 444N 74' 6 38.2 382 66.7 70.1 38.2 3&2 71.8 71.8 By'Eastman Chemical Co.' By'Eastman Chemical Co.' U 24" 4 66.7 75.0 66.7 75.0 60.0 100.0 80.0 100.0 1/8"HEAT STREN'D GLASS 1/8'HEAT STREWO GLASS V) IGG 38" 4 56.7 75.0 86.7 75.0 80.0 100.0 80.0 100.0 49. 24" 4 88.7 75.0 66.7 75.0 80.0 1OD.0 80.0 100.0 SILICONE SILICONE 8 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 DOW CORNING 795 DOW CORNING 785 7Y 6 66.7 75.0 86.7 75.0 80.0 100.0 80.0 100.0 i m z r 24" 4 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 ayg� N i5 !I N� It iI � 36' 4 68.7 75.0 66.7 75.0 80.0 100.0 80.0 t0O.0 \ I� }j !j Z tnn W 48" ) 4 66.7 75A 66.7 754 80.0 100.0 80.0 100.0 ji ji 80' 6 66.7 75A 66.7 75.0 80.0 100.0 80.0 100. 1 'i 72" 6 66.7 75. 66.7 75.0 80.0 88.8 60.0 IOU O Z 24" 4 66.7 7SA 66.7 75.0 80.0 IOU 80.0 100.0 AT 1/4 POINTS ON UrES 20 AT 1/4 POINTS ON LITES -0.'p J8' 4 88.7 7SA 68.7 73.0 BOA 90.8 B0.0 f00.0 WIDER THAN 36'ONLY WIDER THAN 36'ONLY O rso oej 45' GLASS TYPE 'H' m ae' 4 88.7 74.4 88.7 75.0 74.4 74.4 80.0 100.0 GLASS TYPE 'A' N. (4) 8 65.6 65.6 66.7 75.0 659 85.6 50.0 100.0 G� 72' 6 51.0 61.0 66.7 75.0 61.0 61.0 60.0 100.0 GLAZING OPTIONS 24' 4 8&7 754 66.7 75.0 80.0 95.5 BOA 100.0 g 38' 4 66.7 67.7 66.7 7&0 87.7 87.7 80.0 100.0 a+ 4S' SO" 4 54.2 542 66.7 75.0 54.2 54.2 80.0 1000 `o R 60' (s) 6 46.5 46.5 86.7 75.0 46.5 48.5 80.0 87S 72' 8 41.8 419 6&7 75.0 41.8 41.8 78.8 78.8 � A= NO. OF ANCHORS PER HEAD& SILL • () N0.OF ANCHORS PER JAMB •• ••• • • • • • •• acn • • •• • All • • • C <m ALL EXTERIORV1041]4 SE 4* 64*m1HE"'ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL E-:JAYAD AHtAAD FJD FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 66.7 PSF P emplyfftODLICT ith the �' m oamplyfs><with the FTariml c CAN. 0692 BuRding Cede• - SEE DETAIL QN S�IEF•T 4. • ••• • • 4-c- �NOTE: • • • ••• •GLASS CAPACII* OI�JHIS•SAEE:ACE • • • iiMiami drawing no. BASED ON ASW E1300-09 (3 SEC. UUSTS) ••• W07-80 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 2of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF(XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPE'A' GLASS TYPE'B' GLASS TYPE'A' GLASS TYPE'B' s WITHOUT REINFORCING WITH REINFORCING WITHOUT REINFORCING WITH REINFORCING Z } WINIIOW DIMS. A e/0 SRSAR CLIPS AITH Wm CUPS W/0 9RFAR mm mm=a CLIPS WINDOW DIMS. A W/0 SRBAR CLIPS vm SR9AR Cups D/0 SHBAR CUPS IDTH SHUR CLIPS WIDTH HeGHr IXL(+) WT.(-) EXT.(+) INT.(-) M.(+) IW.(-) EXT.(+) INL(-) WIDTH HEIT EXL(+) RR.(-) IXL(+) INT.(-) t7R.(+) INTd-) EICf.(+) ML(-) 74' 6 66.7 7&0 66.7 7&0 80.0 100.0 80.0 100.0 74' 7 6&7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 Q 106-1 4' 23" 9 66.7 7&0 66.7 76.0 80.0 100.0 80.0 100.0 106-1/4' 26-2) 9 6&7 78.0 66.7 75.0 80.0 100.0 80.0 100.0 a Q 111' 9 88.7 7&0 08.7 7&0 60.0 10MO 80.0 100.0 111' 9 88.7 78.0 06.7 78.0 80.0 100.0 50A 100.0 rµ1u}I 74 3H-J/8, 6 68.7 68.7 75.0 80.0 100.0 80.0 100.0 74' 7 66.7 75.0 66.7 75.0 80.0 87.6 80.0 100.0 O G 38-3/8' 4 108-1/4' (4) 9 86.7 75.0 68.7 73.6 77.5 77.5 80.0 100.0 106-1/4' (4) 9 86.7 75.0 86.7 73.2 80.0 929 80.0 100.0 V e] 111' 9 66.7 75A 66.7 71.8 80.0 81.7 80.0 100.0 111' 9 66.7 78.0 66.7 72.0 SD.O 88S 80A 100.0 VV G 74' 50-5/8, 6 66.7 67.6 6&7 75.0 67.6 87.6 80.0 100.0 74' 50-5/8" 7 86A 86.0 66.7 75.0 66.0 66.0 80.0 1ODA O O 106-1/4 9 55.8 58.8 66.7 75.0 58.6 58.8 80.0 100.0 (8) o z 1' 9 54.9 54.9 6&7 7&0 54.9 54.9 80.0 100.0 63" 74' 7 47.4 47.4 6&7 75.0 47.4 47.4 80.0 89.0 74' 6 49.8 49.8 6&7 73.0 49.8 49.8 80.0 93.6 (5) LL 2; - 106-1/4' 63" 9 39.1 39.1 68.7 712 39.1 39.1 73.6 73.6 72' 7 66.7 75.0 6&7 78.0 80.0 100.0 60.0 100.0 Q 111' (8) 9 38.2 382 66.7 70.1 38.2 362 712 712 84' 24' 9 66.7 75.0 66.7 75.0 60.0 100.0 BOA 100.0JL 72' 7 68.7 75A 66.7 73.0 80.0 100.0 80.0 100.0 96' (3) 9 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100. 84' 24' 9 66.7 75.0 68.7 75.0 80.0 100.0 60.0 100.0 for 9 66.7 75.0 88.7 78.0 80.0 100.0 80.0 100.0 ^ 96' (3) 9 65.7 75.0 68.7 79.0 80.0 10&0 BOA 100.0 72' 7 88.7 75.0 86.7 7&0 80.0 85.7 BOA 100.0 v O r 108' 9 66.7 75A 66.7 7&0 80.0 100.0 80.0 100.0 Be 36' 9 66.7 78.0 66.7 75.0 80.0 92.6 80.0 CODA N 72' 7 66.7 75.0 68.7 75.0 80.0 10&0 80.0 100.0 96' (3) 9 66.7 75.0 60.7 78.0 80.0 a" BOA 100.0 84' 36' 8 B&7 75.0 68.7 78.0 80.0 100.0 80.0 100.0 108" 8 88.7 75.0 66.7 7&0 89.0 88.8 80A 100.0 g 96' (3) 9 86.7 78.0 8&7 76.0 80.0 92A BOA 100.0 72' 7 66.7 72.9 86.7 78A 72.9 72.9 BOA 100.0 108' 9 68.7 78.0 68.7 7&0 80.0 811.0 BO.0 100.0 84' �• 9 06.7 86.4 06.7 7&0 88.4 88.4 80A 1 W.0 72' 7 8&7 74.4 66.7 7&0 74.4 74.4 80.0 100.0 96' (4) 9 61.5 81.5 65.7 75A 61.5 61.5 80.0 10D.0 � 3�(�Cto C) 64' 9 66.7 68.0 66.7 78.0 68A 684 80.0 100.0 60' Q w M 1 7Y 7 51.7 5186 .7 .7 75.0 81.7 51.7 BOA 97.2 cc..�� 96' (4) 9 63.7 63.7 66.7 75.0 63.7 63.7 80.0 100.0 (5) Z Jr)M w 108' 9 61.0 61.0 1 66.7 7&0 61.0 61.0 80.0 100.0 A- NO. OF ANCHORS PER HEAD &SILL ::E�Ii-•I 7Y 7 84.2 84.2 1 66.7 75.0 542 54.2 80.0 100.0 () =NO. OF ANCHORS PER JAMB I Q 3 64' 60' B 4&7 48.7 66.7 7&0 48.7 4&7 80.0 91.5 O Z n 96' (5) 9 44.7 44.7 1 86.7 75.0 44.7 44.7 80.0 84.1 (3 O m 108' 9 41.8 41.8 86.7 7&0 41.8 41.8 7&6 78.6 (07] A NO.OF ANCHORS PER HEAD&SILL O O N0. OF ANCHORS PER JAMB I O/4WA cR R RRA (1/3w) 0/mv) (1/3w) , G OPERATING VENTS TO BE 1/4 OF THE WiNOGW WIDTH •• ••• • • • • • •• G•gtd OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH • • •• • • • • • o<m o ALL EXTERIOR(*L LOAvs;sHtd &.11`111 *EV.ARE Y o FOR WINDOWS WITH APPLIED RISER AT FRAME SILL mow*JAVAD AMC PR0DUCP9:EVISFo ^ 'u FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 66.7 PSF FM PE mIII 2 DuI1dMg Cade as am*yiag wi166n Fiadda o SEE DETAIL 014SFjER 4. • ••• • • Acaeplame 140 <I! .OSS }` r-r • • • • 'mto Dmf° .y �5 NOTE: • • • ••• • • • • I ZQTB BY GLASS CAPACI AF•� 01�=PIIS SREEj AgE• • •• Miami uc1CaNWl drawing no. BASED ON A%PM E1300-09 (3 SEC. OUSTS) ••• • W07_80 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 aheat3of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 19y TYPICAL ANCHORS TYPICAL ANCHORS SEE ELY.FOR Wool)oudc SEE ELEV.FOR SPACING SEE ELEVS.FOR SPACING IN n n: a a a.e `.:e< FDGE'06T. '• METAL 11MIAMI-DADS COUNTY APPROVED 1 i J s STRUCTURE IIMULUON&MULLION ANCHORS 11 11SEE SEPARATE NOA 11 I \ q �;FOR 2'LONG ATHOR LOCATONS EOGE D I I 11 IST. g. SHEETS 2&JI EDGE DISE. I I t Ig,ICAPACITY E-�---- -------- t --------�J .3 Egg �O A -- - - --- --- p O ii ii 7 \ S n iO g !! I M TYPICAL ANCHORS p SEE ELEV. FOR SPACING Q 4+ i !i WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o AND TRANSFER THEM TO THE BUILDING STRUCTURE. n ii it i! SEALANT: TYPICAL. ANCHORS: SEE ELEV. FOR SPACING � U m i; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1/4" DIA_ ULTRACON 13Y 'ELCO' (Fu-177 Ksl,FY-155 KSI) 3 Vf SEA,". INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) I: I: WFEPHOLES ! ! THRU 18Y BUCKS INTO CONC. OR MASONRY o'2 0 !i i! ! W1 1" X 1/4"WEEPHOLES AT 5" FROM o 1O 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) R W = EACH ENO 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o yM Z pro °x o SC i�i� !� ! DIRECTLY INTO CONC. OR MASONRY I` _t-1/4" MIN. EMBED INTO CONCRETE {HEAD/SILL) !!I II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ' o !i !iIn 0 ILL 2 TFKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 'ww 8 II ;1 II I! 4. INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') �+ ii ii !iO INTO METAL STRUCTURES i! 1/tG'K 1"FUSER STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) i; !! i! ADHERED TO Su ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ii WITH SILICONE (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) if0 K 3/4"FH SMS S a B8 X 1-1/2PH sus 2 PER CLIP 2 PER CUP REIN.WDWS.ONLY) TYPICAL EDD DISTAN m o�a 7 REINF.WOWS.ONLY) INTO CONCRETE AND MASONRY - 2-1/2" MIN. !! � t� I II INTO WOOD STRUCTURE = 1" MIN. g g 10 B INTO METAL STRUCTURE 3/4" MIN. �§§ I:1' WOOD AT HEAD, SILL OR JAMBS SG= 0.55 MIN. iay y n CONCRETE AT HEAD, SILL OR JAMBS f e = 300DPSI MIN. m"' WOOD BUCK • • • • a • •• C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. o o n 2 • 1 • r� �•a • • \ IL . .. Ie Erpr.JAVAD At61AD PRODUCT REVISEDCIVIL 83 FHA.PE 70592 m eemWyh1a with 140 tumid• c 3 nuham8.coo 34 i as . ' a ".� •••• ' Ap �••• • • CAN. Ampl..w ., EDGE DIST. i' 7�•• • • • • " •, .a e a ~ 1 ` i •SFE EiEV• • • • •• • • �Q BY praduU drawin no. v EDGE DIST. • FOR SPACING • ••• • n 9 p .•.a:. TYPICAL ANCHORS W07-80 SEE ELEV.FOR SPACING REINFORCED SILL INSERT SEE SHEETS 2& 3 FOR CAPACITY .heat 4 of 7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/18'AIA%. ,/4'MAX. /�{^V ' SHIM VENT WIDTH SHIMS 5Y pn TYPICAL ANCHORS 1 TYPICAL ANCHORS SEE ELEV. © 13 �D O SEE ELEV. 6 O 'd FOR SPACING 8 - FOR SPACING _ ........... 2 2 iVV D eA am Vh oS .._ _.._.._.. .._.._.._.._.._ OPT. ------ ST E -----STRUCTURE 21 6 Ds ru K b IEt• a 5 16,0 X 1'SMS f L' AT 3'FROM ENDS J 3 EXTERIOR wDGD EucKs a v ANG G'as MU. a g WWDOW WMTH 1 X 2 X 1/8' O ALUM TUBE ACCESS HOLE XO LAYOUT WNRL PLUG OX OPPOSITE 0 REINFORCED MM. STILES O V-1 SEESHEETS 2 & 3 FOR CAPACITY N 3/16'MAX. 1/4'SHIM � SHIM VENT WIDTH MAX. TYPICAL ANCHORS SEE ELEV.FOR SPACING 1 _ VENT WIDTHIwo © 13 O OPTIONAL TO Q tnM TYPICAL ANCHORS 8 SPRING LATCH z _ Zf- m FOR SPACING _ } g -_- - - -- - -_-__ -_-_- l� il �ul �- - - - - w Ciwf ------ ----- R O 8 METAL _6___SCREEN OPT. __••.•••_ __-_ -_-__- /WOOD STRUCTUR tl STRUCTURE21 _ —_ 5 3 EXTERIOR R ii55 WINDOW WIDTH C Q E XOX LAYOUTtit MWMI-DARE COUNT TYPICAL ANCHOR _n V APPROVED MULLION SEE ELEV.FOR SPACINGSEE SEPARATE ROA 0 0 c o o E n 00 • • • • • • • • �<0U • ••• • . I I •• -' • • • •• ........- EnSr.JAVAD AHMAD PRODUCTREVMFD yo 1- t a9 cauJoy(ef wild ft FkdbFLA.PE f 4y 70382 BAecepleace ND. I p bb; E• �' .._.._.._.._.._.._.. •• • •• • • Ex Daze ;I • _ _•___ 00 0 i l I • • • • • • • • • • EuS�ai PrarHr<T dfowing no. L---� • • • • • W07-80 • ••• • WINDOW WIDTH I WINDOW W um _ sheet 5 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.695ITEM PART/ 4U6NT1TY DESCRIPTION MATQBAL MANP./SUPP118R/REMARE9 f .062 1 FWS-022 T FRAME HEAD 6063-TB 482 ;-- 2 FWS-026 1 FRAME SILL 6063-T6 .414 3 FWS-018 1 FRAME JAMB VENT 8083-TB Z 1250 1.875 t 4 FWS- 1 FRAME JAMB M. 6083-TB S FWS-025 1/VENT FM RAIL 6063-TS - �E 1.250 8 FWS-024 1/VENT VENT MEETWG RAR 8083 T8 7 FYIS-016 2/VENT TOP AND 80TTOM RAIL 6083-T5 - O I.zSo�l Q VENT TOP/BOTTOM RAIL B FWS-023 1/VENT JAMB STILE 6063-T5 - 4 9 M-029 AS REDD. GLAZING BEAD 6063-T6 - y FRAME HEAD 1•78510 FWS-015A f 6'LONG SILL TRACK INSERT 6063-T5 AT INFO RAILS ONLY fl - AS READ. SHEAR CUP 2"LONG 6083-T8 AT ANCHOR LOCATIONS Cf 1.188 1.383--•�I '062 12 FWS-018 2/VENT VENT LATCH 6093-T6 AT 10-1/2'FROM ENDS S 1& �� I r �I 1.813 12A - 2/VENT CAM TYPE SWEEP LOCK 7AMAK AT 13-7/8'FROM ENDS get g 13 14-8010 1/LATCH VENT LATCH SPRING ST.STEEL .625 .t l: 14 RH-2500 *8ULBW'MTWRlPPfNG ROLLER HOUSING&GIDE PLASTIC M&M PLASTICS u'Z 17 FNS-075 . BAFFLE NYLON M&M PLASTICS u7I of 1.280 .825 18 IS X 1-t/4' . FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 3.037 1.756F7 2'2� t9 p8 X 3' FDL RAIL SILL SCREWS(SILL END) CRS P.H.SMS 482 Qe JAMB STILE 20 - . GLAZING GASKET VMYL _ a N 21 E-205 . 8ULB W'SIRlPPING FLEX PVC O1.785 22 W23211NO - WOOLPILE WSTWPPING - IATRAFABOREQUIV.062 y . SETTING BLOCKS EPDM WROMET25 5/16'BDX SCREEN OPTIONAL F1876 2 FRAME SILL 1.082 Q.9 42 II� z 1.454 1.160--•I s $�� Qe MEETING RAIL O�� g .094 171 4020657 482 -T 1.140�j to SILL TRACK 1•438 LCL J , pI .250 R I--1.440 epi ,912 � 1.000 ® F1XED MTG. RAL SHEAR CUP o I 1.807 .730 o m S' •7� •• •• • i . • . •• 12 VENT LATCH • •• • . . • • .082 .082 • • • • • • • i •• •• •• • • . •• __ Y t 2.769 2.769 Engr:JA�AHVAD mM>RSED o Oso at9 cA w 92 B.a� c�amNO 1103.03 si k 1.251.. . ... . . 2�1fi tae D. IOt8 0 i .594 • • • • • • • • • • • • • • • • • • BY 5� I • •• • • • • • • lditmd edoPrad°a' Browing no. 4�-�1.375 1.375 . . . ... . wog—ao Q GLAZING BEAD Q FRAME JAMB (VENT) Qa FRAME JAMB (FIX) a�sof ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ° 8 Lf �u - oG aa�S � 0 CL o FRAME TGP CORNER ' N VENT 10,P/BOTTOM CORNERS 3 In;,; n �n is a f3 OtowwL� 0 1 0 •. •• • • • •• oa$:t5 • • • • • m asp • •• • • • ••• • S FIA PE70e992 0OWW'%'M toe Florida b • •.• • ••• • • 0CAN. , p��15•1103. � � �� . . . ... . . . . .. •. . . . . . . . . `` FRAME.M&M 18RM1IER • • • • • • ��l` P �q drawing no. MED MTG, RAIL CORNER • • •.• • W07"'80 sherot 7 of 7 • •• •• • • • •• •• MIAMI•DADE WIIAM-DADS COUNTY p PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOtifIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADDIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) "iv.miamiidade.eov/economy Gopi Glass Sales &Services Corp, 7450 NW 41$t Sheet Miami,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been,reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will .incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11510"Aluminum.Fixed Window--L.M.I. APPROVAL DOCUMENT:Drawing No.W02-50,titled"Series-510 Aluminum Fixed Window (L.M.I.)",sheets 1 through 4 of 4,dated 05/20/02,with revision E dated 06/24/14,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, model/series, and following statement: "Miami-Dade County Product Control Appro-jel", unle�etherwise••• • noted herein. s• • 0 RENEWAL of this NOA shall be considered after a renewal application has beer, IgAand there has bee;*• • no change in the applicable building code negatively affecting the performance of thispsduct. TERMINATION of this NOA will occur after the expiration date or if there has 11dwa revision er change•;•• in the materials,use, and/or manufacture of the product or process. Misuse of this'=as an er%d(Bernent of any product, for sales, advertising or any other purposes shall automatically te'""0 tot g this MA. Failure �• to comply with any section of this NOA shall because for termination and removat of MIA. 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade .Qqunty,:Mrida, ani followed by the expiration date may be displayed in advertising literature. If any'portion of't DOVOA is • displayed,then it shall be done in its entirety. 0• 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#12-1203.01 and consists of this page 1 and evidence pages E-land E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0728.07 &MIAM&MR)UNTY r' Expiration Date: February 20,2018 MMM' Approval Date: October 16,2014 Page 1 Govi Glass Sales &Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W02-50,titled"Series-510 Aluminum Fixed Window(L.M.I.)", sheets 1 through 4 of 4,dated 05/20/02,with revision E dated 06/24/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3) Water Resistance Test,per TAS 202-94 along with markbd-up drawings and installation diagram of a series 510 aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Report No. HETI-02-1211,dated 03/04/02 signed and sealed by Hector M.Medina,P.E. (Submitted under NOA No. 02-0826.03) 2. Test reports on: 1)Large Missile Impact Test, SFBC PA 201-94 2)Cyclic Loading Test,per SFBC PA 203-94 along with marked—up drawings and installation diagram of a series 510 aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Report No. HE T142-4145A dated 03/05/02 signed and sealed by Hector M.Medina,P.E. (Submitted ander NOA Wo. 02-0826.03) 3. Test reports on: 1)Large Missile Impact Test,SFBC PA 201-94 2)Cyclic Loading Test,per SFBC PA 203-94 along with marked—up drawings and installation diagram of a series 510 aluminum fired window,prepared by Hurricane Engineering and Testing,Inc.,Test Report No. HETI-02-1145B dated 04/30/02 signed and sealed by Hector M.Medina,$'F". (Submitted ander NOA No. 02-0826.03) •••• •••••• 4. Test reports on: 1)Large Missile Impact Test, SFBC PA 201-940.• . .. . •, 2)Cyclic Loading Test,per SFBC PA 203-94 *0•••• •"'•' along with marked—up drawings and installation diagram of a se,Xie,�510 alpInalum ::999o: fixed window,prepared by Hurricane Engineering and Testing;ims,"Test IeDorf No. ..... HETI-02-1145C dated.03/05/02 signed and sealed by Hector lit ftdina,P;Er• •• •• (Submitted under NOA No. 02-0826.03) •• *Go* G'••:' ...... . . . . . ...... C. CALCULATIONS ••• •• 1. Anchor verification calculations and structural analysis,comply+ng with FPC St. •• Edition(2014),dated June 12,2014,prepared by Al-Farooq Corporation,stgned and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. anuei�e ez,P.E. Product Cont of xaminer NOA No. 4-0728.07 Expiration Date: February 20,2018 Approval Date: October 16,2014 E-1 Goni Glass Sales&Services Corn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'b Edition (2014), and of no financial interest, dated June 12, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No.HETI-02-1211, HETI-02-1145A,HETI-02-1145B and HETI-02-1145C, issued by Hurricane Engineering and Testing,Inc.,dated 03/05/02 and 04/30/02,all signed and sealed by Hector M.Medina,P.E. (Subinitted aider NOA No. 02-0826.03) G. OTHERS 1. Notice of Acceptance No. 12-1203.01,issued to Gopi Glass Sales&Services Corp. for thea Series"510"Aluminum Fixed Window—L.M.I., approved on 02/14/13 and expiring on 02/20/18. 0000 6 6 . . 60.6 00.0.0 .. . 6 . 6 6 0 0 6 0000.. 66 60 000000 0000.. 0 . 6 0000.. 0000 .. .se6 . 0e 8006. 00.606 .66a .06.• .. .. 600• 66.6 .6 0000.. 6 0 . . . . 00000• 0000.. . . see 0000.. 86 a ease . . . Ma'nuej..l',e z,P.E. » Product Control Eaminer NOA AIoApsr-0728.07 Expiration Date: February 20,2018 Approval Date: October 16,2014 E-2- 2438 �� j3 GOP-10 /sus"FIs. L0-03-1 3 1/8'MAX. 15"MAX. /S7 GOP-7 Z i FROM ENDS HEAD/591 SURFACE APPLIED FT F1 OPTIDr1AL .969 fl I .469 1" n 1— g I 7 GOP-7 g j% \b A76 -_-=t4--.---ilt- =y�-=_�- � //• ,� � 1258 � n ti i� ti it - FRAME HEAD/SILL � C ii i� 0 ii i 6 GOP-10 11.. � --��yy-1F--- 74' �2.a38 {�iQ a 3 �; �l4lA GOP-7 s00 41" .969�t ti ii t� .969 MITERED& .469 TO WELDED JOINT !E 750 N 078 BF-1.258 g F a 33 3/4' 33 3/4' COP-7 CL W "fid. D.L.OPG. D.L.OPG. m 2 0¢ 3Y 37' 8' 15'MAX �_7 �n y S00p U�i_ WINDOW WIDTH WINDOW WIDTH HFAD/SLLL b I I ,d M 1 74" USE CADE COUNTY WINDOW WIDTH en N 01iL - APPROVED MULLION TYPICAL ELEVATION yyI11 (UNDER SEPARATE APPROVAL) 4'J TESTED UNITS GLAZING STOP 0 0 v GOP-9 tJ n m O LUM SERIES-510 ALUMINUM FIXED WINDOj9 Fro"']. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ABOVE. L iso c am APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE m o 9 P_ COMBINATIONS OF FIX./FTX. OR FIXED WITH OTHER u fit WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING COVER CHANNEL §S$ MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. GOP-8 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. w gL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COPLY WITH • i i W c 8 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUOIIN%HIGHAbcv• • • ••• • o<<o," w HURRICANE ZONE (HVHZ). • • • • • • • • • WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPFJR'r TO RT+1EvEFER•• • • • •• LOADS TO THE STRUCTURE. PRODUCTRCVISGD t ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS En9r:JAVpp�AHUAO TOYIL m wtnplyins with the Florida t iv EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLl PE/70592 Building Code • ••• • ••• • • CAN.rias Acecptancc Nn ANCHORING OR LOADING CONDITIONS NOT SHOWN IA/THM [*TAILS ARO • • • • • _ \ J Pa A:-=- P' 'moon Date /PJ NOT PART OF THIS APPROVAL • • • 000? s s • • _ \ . UY .l A LOAD DURATION INCREASE IS USED IN DESIGN OF MHOR$jWT0•WOSD 44LY. • • •• Aq jEj t4 A4iem�� I'm MATERIALS droyylo MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/JM SCRft THAT • • ••• • /% �,! W02-50 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 'I of 4 • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF W W*WI-DTH WINDOW DIMS. GLASS TYP63'A' k'C' WINDOW WIDTHF 1' I L42" LENGTH EXT.(+) 1NT.71A 71.0 I- t7 Z 71A 71.0L uu�,,3G71.0 71A(J) 71A 71.0 71.0 71.0 �fri•rli 71.0 71.0 a L J O.L.O. ri 24' (3) 30" (3) (4 71 A 71.0) 71.0 71.0 WINDOW WINDOW $a 36' (3) 71.0 71.0 NOTE: r- ,� I ,I 1 it a 42" (4) 63.0 63.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 18' (3) 71.0 71.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. G / 24" (3) �• 71.0 71.0 �• I 1 Z 30" (3) (5) 71.0 71.0 3 3 0 § t 36' (3) 71.0 71.0 O.LO. �iLi j E 42" (4) 83.0 63.0 L O 18" (3) 71.0 71.0 �. WINDOW WIDTH W---INDOW W---NTH WINDOW WIDTH 24" (3) M" 71.0_ 71.0_ 1 I v 30' (3) (6) 71.0 71.0 - 3' (3) 71.0 71.0g O a 18" (3) _ 1.0 r3 7.0 t7�' II § 3 F 24' (3) �" 71.0 71.0 ! JO' (3) 71.0 71.0 a (L 78' (3) 8e" 71.0 71.0 r` W� 4 24' (3) (7) 71.0 71.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Z v G 19-1/8-(3) 71.0 71.0 VERISHOWN DBY INSCRIBING IN DOTTED LINES AND PICTURE WINDOW ALLOWABLE LOADSSQUARE FROM THOSE SHAPES. N d'M N 26-1/2'(3) 71.0 71.0 !/q� 37 (3) 26' 71.0 71.0 o c �+ 'n 48' (4) (3) 7$.G71.0 D.L.O. WIDTH OR HEIGHT - 3.25' tn Z m 1 'r4i 71.0 71.0 w_ O,g`� 19-1/8'(3) 71.0 71.0 U r 26-1/2"(3) 71.0- _ 71.0 37' (3) 38-3/8" 71.0 71.0 3/16'ANNEALED GLASS 3/18'ANNEALED GLASS O 48' (4} (4) 68.9 _689 090"InteAayor .090"Interlayer Saflex Clear And Color Glass Uvekol S 53-1/8"(5) 66.9 68.9 By'Eastman Chemical Co.' By'Annex USA, Inc.' ' 19-1/B'(3) 71.0 71.0 3/16'ANNEALED GLASS 3/76'ANNEALED GLASS 6 28-1/2'(3) 71.0 71.0 g 37' (3) 50-5/8" 71.0 71.0 2 0 SILICONE SILICONE 48' (4) (4) 55.1 55.1 SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 • E+ 53-1/8'(5) 52.2 52.2 19-1/8"(3) 71.0 71.0 26-1/2-(3) 71.0 71.0 At 1 N h 4 57' ry 37' (3) 71.0 71.0 00 000 0 00 10 0 0•a der'd 48' (4) 55.1 55.1 • • • •'• I I • t 'o o E a B 8 to-t/s•(3) 71.0 71.0 •• •i ••i • I i • 26-1/2"(3) 63' 71A 71.0 • • • • 0 • 37' (3) (5) 71.0 71.0 •• ••• • o •e �5 6 8 Enyr.JAVAD ANUAD PRODUCTREVISC•B 71.0 71.0 E it 0000 CN0. e9 complying with tlta Amfds 26-1/2'(3) 74-1/4' 71.0 71.0 GLASS TYPE 'A' GLASS TYPE 'C' FLA.PE 70592 Building Code 37' (3) (6) 71.0 71.0 • 000 • •• • • CAN` Demme (WJ8 NUMBERS IN PARENTHESIS INDICATE • • • ••• • • • • GLAZING OPTIONS ♦t f. 0 NUMBER OF ANCHORS REOD.PER SIDE •• • • • • • • • • • ..,.eney • NCI?. • • • • • • �v1` Iy tLv14 W>iamr epeaductOantrgt"` drawing no. •• GLASS CAPACAS `1 THIS ;9&T AIZE BASED ON ASTM E1300-09 (3 SEC. GUSTS). sheet Q of 4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORSOW 1BY SEE ELEV. TYPICAL ANCHORS �+ I W000 MEIAL BUCK FOR SPACING STRUCTURE SEE I.. -------------------- 1/,7 __ ____________ o: NNs 1 FOR SPACING Fr_ ..a• e.a •: - .. j I MIAMI-DARE COUNTY APPROVED I Q °'e.' a I I MULLION&MULLION ANCHORS I S e a. I I SEE SEPARATE NOA 11 1 d Ll Q U 6 dl 4 Q TYPICAL SANt QRS TYPICAL ANCHORS Q ;ri I FOR SPACING FOR SPACING 4L i I SNAP COVER 1 812 X 1'SMS Y '` OPTIONAL tY f ®7-FROM ENDS & 12'O.C.TfP. '�'� O i TYPICAL ANCHORS: SEE ELEV.FOR SPACING a WOOD BUCKS AND METAL STRUCTURE NOT BY GOPI GLASS DIA. ULTRACON BY 1/4' 'ELCO' (Fu=177 KSI.FY-155 ICS) aI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM `'' d AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES g 0 a 1-1/2' MIN. PENETRATION INTO WOOD z F THRU iBY BUCKS INTO CONC. OR MASONRY 3 1-1/4' MW. EMBED INTO CONC. OR MASONRY Px EL O.W DIRECTLY INTO CONC. OR MASONRY g O� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z U 4frl I i ]A! DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) n N F i ,� INTO METAL STRUCTURES o 3 W ry T STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) jr Z ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) W d in 11 11 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a �I 11 i W 612 SMS OR SELF DRILLING_SGREWS (GRADE 2 CRs) mm ,1 ,1 INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090°) i, (NO SHIM SPACE) ! TYPICAL EDGE DISTANCE ,y,u INTO CONCRETE AND MASONRY = 2-1/2" MIN. 4 o INTO WOOD STRUCTURE = 1' MIN. N INTO METAL STRUCTURE = 3/4' MIN. B ,1 i, 4 CONCRETE AT HEAD. SILL OR JAMBS Ac - 3000 PSI MIN. C-90 HOLLOW/FR.LED BLOCK AT JAMBS I'm - 2000 PSI MIN. 1 ,1, t •• ••• • = " • • .•q •• •• O 3 I • • • • • • SEALANTSf; : Woe= 9 B • • v • BPS • • • ••• • WITH ALL JOINTS AND FRAME CONNECTIONS SEALED <m • • • • SILICONE SEALANT. so 0 0 00 Ener:JAVAD AHMAO PRODUCT REVISED . o-. .. • FIAFIEt asomfd)ft w itOw Ravids �72aBuilding Code TYPICAL ANCHORS ••*� • A¢aNo SEE ELEV. T" •• TNiCAD AMHOM fmien Dae FOR SPACING BY ••• SW ELEV.• ,n ••WCO.BUCK• • • •FOR.P.ONG By • ?i' Praducl trot, drawingno.no.• US-p0prti• •• ••• • • . W02-5Q sheet 3 of 4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rag PART/ QUANTITY DBSCRUMON MATERIAL MANP./SUPPLIBR/RBMARBB �u ' 1 GOP-10 2 FRAME Hm/su BO83-75 - 2 GOP-7 2 FRAME JAMB 8083-T5 - av 3 OW-9 4 CIMINO BEAD 8083-T5 - z h 3 4 GOP-8 AS REGO. COVER CHANNEL 8083-T5 OPTIONAL Q k 1/SHO 5 /8 X 3/4' 2/CORNER ASSEMBLY SCREW! - P.H.PHILLIPS B /12 It i' AS RE00. GLAZING BEAD SCREWS O r FROM ENDS& t2*O.C. - F.H.SMS S G dp SGC§Q+Iy a � itn METAL WELDED JOINT STRUCTURE AT ENDS ' p� Q ao --- _-- WELDED JOINT AT ENDS Q Z TYPICAL ANCHORS SEE ELEV.FOR SPACING N 1/4'MAX. SHIM 1/4'MAX, Z © SLIMS Q TYPICAL ANCHORS Z F 2 4 L, % P°�AcslG OPTIONAL CORNER 8 O{... s a41 Z U�tO� qWINDOW.S � P N WOOD AMR- _ _ __ - _ __ __- •:q Z D sTRilcrU _ - - _ -_- -- -_- -_- _-- CIRCULAR WINDOWSj wIL 0EXTERIOR ley WO W006 BUCK!D.L.OPG.WINDOW WIDTHRECT. • g TYPICAL ANCHORS DO MWdI-DARE COUNTY SEE ELEV. APPR.0 MULLION FOR SPACING SEE SEPARATE NOA •• ••• • • • • • •• • • • • • • • • • 7P.__CORNER DETAILS W o a o g I II o •• •• •• • • • •• 0 I I it En9n JAVAD ARMAD PRODUCT REVISED 1Z c ]III till cm P '70W—PLyin@.with Ow Plmida A.PE 582 S --- ---- i i I • ••• • Building Cada _______= I I I I = 1' • • 000 • • itatim`� Aazpina Tdo b,�Jr a TD.p . L---J • • • ••• • • • • : w a 5 • • • • • • • • JON1 4 By , • • • • • • I�RIOt • • ••• • Loi AaLaPcoAueLCw>re► ,dArot wing no. WINDOW WIDTH WINDOW WIDTH 1�V0 ; i —' t 2-50 i_f sheet 4 of 4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I•DADE MIAMI RADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315 2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.aovreconomX Lawson Industries,Inc. 8501 NW 90I Street Medley,FL 33166 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"SDG-9200"Aluminum Sliding Glass Door—L.M.I. APPROVAL DOCUMENT: 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.,bearing theJ&ami—*?ade'County••:0 Product Control Section Revision stamp with the Notice of Acceptance number axa Expiratign dptq by the •. Miami—Dade County Product Control Section. 000:00 :000• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 6 •• *0 • 666066 LABELING: Each unit shall bear a permanent label with the manufacturer's namo or logo,0oity, state,•;•• series, and following statement: "Miami—Dade County Product Control Approved%,;>s*ss othery01S noted"" herein. " 0* 0000 0.00.0 RENEWAL of this NOA shall be considered after a renewal application has bee0�1�ct*and there has been 0 60:6 no change in the applicable building code negatively affecting the performance of this product.:"6 0.00 0 0 0 TERMINATION of this NOA will occur after the expiration date or if there has limon t revisLolf Of change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-1.204.12 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E,A,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-0908.02 =MIAMI-DADEOUNTY �. ,. Expiration Date: February 13,2018 q Approval Date: May 07,2015 '� Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)",sheets 01 through 14 of 14,prepared by manufacture,dated 09/25/12,with the latest revision`B",dated 04/15/15, signed and sealed by Thomas J. Soto,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-124040, dated 10/12/12, HETI-124051, dated 06/13/12, HETI-12-4053 and HETI-124064, dated 09/24/12,all signed and sealed by Rafael E.Droz-Seda,P. E. (Submitted under previous NOA No. 12-1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Alumigl}p1 Sliding Glass Door, prepared by Hurricane Engineering& Testing.Inc. Test Reports No.:s••:• HETI-11-3270, dated 05/16/11, HETI-11-3275, dated ld/2071;, IW,.,FI.1t 3307, •. dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI41s5g50, dated' M/16/12;'••; HETI-12-4052, dated 07/10/12, HETI-12-4054 and '=11-12-40A dates•••; 09/24/12,all signed and sealed by Rafael E.Droz-Seda,P.E.•••:e• : '..' .•••• (Submitted under previous NOA No. 12-1204.12) sees.e *Goo ••'..• 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading-perFBC,TYA'202-94••09:' 2) Large Missile Impact Test per FBC,TAS 24iT% a s„ 3) Cyclic Wind Pressure Loading per FBC,-ekS 2.d3-94:90000 along with marked up drawings and installation diagram of.ad Aluminum.Sliding s e s Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Repdrt No. HETI---12-4041, dated 10/12/12, signed and sealed by Rafael E.Droz-Seda,P. E. (Submitted under previous NOA No. 12-1204.12) 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dated 07/15/11 and HETI-11 3292, dated 10/20/11, both signed and sealed by Rafael E.Droz-Seda,P. E. (� . (Submitted under previous NOA No. 12-1204.12) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-1 Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203---94 6) Forced Entry Test, 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 FBC,TAS 202---94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1,TAS 202-94 and per ASTM F 842-04 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI -3078, dated 01/10/02, signed and sealed by Luis) Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by.Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, datgd Q4/.,29/02;-F*f -3426,••:. dated 04/26/02, FTL-3492, dated 06/20/02, FTI.-3493;' dated 0/2.4/02 and .. . FTL-3516,dated 07/12/02, all signed and sealed by James d,'. •Nh,P. . .. 0:000. (Submitted underprevious NOA No. 02-1126.04) 0000 •. 0 :" " : 00000• • •• s.: . C. CALCULATIONS 0000 0000• 1. Anchor verification calculations and structural analysis0cm Fl in *wth FBt,, . prepared by manufacture, dated 04/28/15, signed and sealed 1}y'Phomas L Soto,P. E• ; 2. Glazing complies with ASTM E1300-04/09 . . 0000.. 0. • 0000 D. QUALITY ASSURANCE .0 • 1. Miami-Dade Department of Regulatory and Economic Resources(RER). .Iaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 140916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas®Interlayer",expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 4. 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. 5. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 6. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-75(Black),published by Team Plastics. Inc./Bayshore Vinyl Compounds, Inc. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Statement letters of no financial interest, independence, conformance and complying with FBC 2010,issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto,P. E. 680698 (Submitted under previous NOA No. 12-1204.12) see* •••••• 3. Laboratory compliance letters for Test Reports No.'s HETI-I1'3269, date$05/26/11, '. HETI--11 3270, dated 05/16/11, HETI-11-3271, dated 10%api-Ij, HET1'j113274•••0, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11--3V.75, datod 10/20/11;"": HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10%200 t; HE11 11*3307;•:••• dated 10/03/11, HETI--11 3313, dated 10/20/11, HETI-11'-M?4 dated:I0t20/11;"" HETI-11-3329, dated 01/16/12, HETI-11 3330, dated 017J�112, HE *j2-4040;••;:* dated 10/12/12, HETI-12-4041, dated 10/12/12, HETI-12:405A dated 06/13/12,...:. HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/1;2;. 1101-012-140541....: dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-40650,.dated • 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed*and sealed by Rafael E.Droz-Sella,P.E. (Submitted under previous NDA No. 12-1204.12) Jaime D.Gascon Product Control Section Supervisor NOA No.14-0908.02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTEWED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11 3272,HETI-11 3274, HETI 11-3275, HETI-11-3291, HETI-11-3292,HETI-11-3307, HETI-11-3313,HETI-11-3314,HETI-11-3329, HETI-11 3330, HETI--12-4040, HETI-12-4041, HETI-12--4051, HETI-12-4052, HETI-12--4053 , HETI-12-4054, HETI-124064 and HETI-124065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 12-1204.12) 5. Proposal issued by Product Control, dated 03/30/12,signed by Jaime D.-Gascon,P.E. 6. (Submitted under previous NOA No.12-1204.12) 7. Proposal issued by Product Control, dated 03/13/08,signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 11-0518.03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory,Inc., for Test Reports No.'s FTL-3078,dated 01/10/02,signed and sealed by Luis Figueredo,P.E. (Submitted under previous NOA No. 02-1126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory,Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 02-1126.04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory,Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-34261, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/1.132 and FTL-3516,dated 07/12/02,all signed and sealed by James G. jVo;flb P. E.7••••• 9-9:9 (Submitted under previous NOA No. 02 1126.04) '• .0 . : .00.09 .. .. 0 000066 0000 . G. OTHERS0000 .. :0000: 1. Notice of Acceptance No. 12-1204.12, issued to Lawson lAdTas res, Ike fol' thein•••• Series IISGD 9200 Aluminum Sliding Glass Door-L.M.I.'•,•4 ved orgOV31/13• 9 9• and expiring on 02/13/18. 0000.. 0000.. . s °sees° 00 a sees 9 Jaime D.Gascon,*P.E. Product Control Section Supervisor NOA No. 14-0908.02 Expiration Date: February 13,2018 Approval Date: May 07,2015 E-4 MULTI—SLIDE DOOR ELEVATIONS WITH 8c WITHOUT POCKETS SERIES: SGD-9200 _ SEE eI LOW "'� {"°E' � {"BELOW �B� NOTE 5. IMPACT SLIDING GLASS DOOR t m F R L • F General Notes: ,a a -�a G � / ��, a z s It a-t t nr; t a•� I. DOOR SYSTEM OF 6th l EDITION EFIARD)ABUILDIf1 CODE INCLUDING o rx^ O IJ 1 J Qv dv L t i J 4. �+ Of to q A HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ)AND ASTM 1900-04. t ixi i 4`a •=D Wr i .0 d� THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) ;�� c Ir R a• a" "� `� + 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING z�r d U3 X'LP or RP�X r 2D/2T - XX or r 4D/3T - XXXX or 4D/2T y RES19T3 THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS gQ z .6] XX-LP or RP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP-XXXX-RP OF 2014 F.B.C. &TO HE REVIEWED BY BUILDING OFFICIAL i 2 d C5 c 3.)ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXUM SPACINGS ON CENTER (O.C.)AND p 0 IMN AS TABULATED ON SHEETS 2, 5, & 8 of 14. A Z o 2D/2T - RP 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO HE � 1 DD/2T - RP 2D/2T RIGHT POCKS[SHOWN Rt POCKET SHOWN ( �OPPOSE) 40/3T ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO (LEFT POCKET oPPaSRTEI BE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLYSEE . 4D/2T B.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS vi NOTES##.ELO --� 2D/2T - LP/RP TYPES TABULATED HEREIN (SEE SHEETS $ 2, 5, & 8). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 8, 7, 9, 10, 1 F SEE BELOW & 11 OF 14. i m u NOTE/5. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND TO BE APPLIED o o % % �' 4D/2T - LP/RP W/SILICONE. a m� 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST B6 PRESSURE TREATED AND O ANCHORED (BY OTHERS). PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE O m d a„ 4*, t i ANCHORED IN COMPLIANCE WITH THE FBC 8th EDITION (2014) CHAPTER P4. $ 4D/3T - LP 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED `S Q 8 LEFT POCKET SHOWN PANELS,ALL MOVING PANELS. INCLUDING WITH OR WITHOUT (LH-RR) POCKET=. I (RIGHT POCKET OPPOSITE) 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED r 22 3T - XXX or 7 PRODUCTS USING A MIM-DARE COUNTY APPROVED MULLION IN BETWEEN ARE 02 LP-XXX or RP-XXX NOIES; ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION 1) REFER TO SHEETS a OF 14 APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. FOR GLAZING OPTIONS AND OP CHARTS. 4D 2T - LP 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS Q 3, 4, 8, 7, 9, 10, 2) REFER TO SHEETS 9. 10& 11 OF 14 LEFT POCKET SHOWN & 11 OF 14. $ m w �3TFOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS3)REFER'TO SHEETS 9 OF to FOR TYPICAL ANCHORS AND NOTES. TO B8 PAINTED OR PLATED AND SHALL MEET THE! 2010 FLORIDA BLDG. COLD;. 4)PANEL STACK CONFIGURATIONS ARE 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER REVERSIBLE. TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. q 5)FOR POCKET WADS SEE GENERAL 18.) POCKET WALLS ARE NOT PART OF THIS APPROVAL a N 3D/3T - LP NOTES#15& 18. _ 18.) POCKET WALLA SHALL BE UNDER SEPARATE APPROVAL AND TO BE n • (�POCKET REVIEWED BY THE ENGINEER OF RECORD (EOR). o LAMINATED �IS�MPA SM � i %//, Z 8 j ��/ j DOORS GLAZED WITH LAMINATED GLASS RATED FOR S ° =D LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. d ai a• • • • • Vr^N;On 1..1, � Be 00 0 0 Lei 00 ` �� Oe m0 • U. �,, , tel O • • • ¢:Q� fl'O/2T - XO 2D/2T�- .X 30/2T - OXO 40/27 - OXXO � '":it ur 2 DOOR 3 Ac 4 DOOR pRODULTRBVISFD ~ � a °� . v: rtOIE�., • •• eseomPlYNeceitlrtLeFlaride f� aSR 1)FORERTO SHEETS 2 OF 14 GIAZIN6 OPTION AND DSP GNARLS. • • •1 GIAZ�Q ANDSHEM F 14 DP•C�HIR2TS!•• BuBdUg ODNc /) O g.0?_ lr id ��i��iSr1........ •,O 2) REFER TO SHEETS 3& 4 OF 14 ••• •2)�SF(E 8 Qc 7•Q� 14 ♦ L �18 FOR TYPICAL CROSS-SECTION DETAILS. • •• FOR CROSS SE n D LS• ��/1 EI1t� Q 3)REFER TO SHEETS 3 OF 14 • • 3) REFER Tia SiEIVS 8 OFCf:t BY FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTFS.• pradua Cm�s_. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) 98 3/8" MAX. NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' DOOR WIDTH WIDTH HEIGHT FT./IN. Fr./IN. EXT.(+) INP. (-) EXT. (+) INT. (-) EXT.(+) INT. (-) EXT. (+) INT.(-) 13 1/4" MAX. USTER OF a ANCHORSm m o Q SPACING LIMITATION: TYP. AT STILE ENDS m co C 06 5/0 An not to eecee0 ca Oi a 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 HEAD/SILL 6" MAX. TYP. " 1 y (NO STEEL to 1/2-O.c.of Goon Q+' a / smaller than 60"In 'th. IT( /6" HEAD/SILL c v 00 to 6/0 6/8 56.7 950 56.7 65.0 56.7 85.0 56.7 75.0 ( CORNERS 3 rx! n a (�STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 ` Z z Pe O 8/0 8/0 56.7 65.0 56.7 fi5.0 X X X X m s Q. O N (WITH STEEL) 7/16' LAM. GLASSCQ � o DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) C NOMINAL SIZESWIDTH DOORHEIGHT GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' j j M y� Cn z FT./IN. FT./IN. EXT.(+) INT. (-) EXT..(+) INT. (-) EXT.(+) INT.(-) EXT. (+) INT. / w w (NOSTEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 , Lj§! \ M W M Q 6/ L) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 L (Nm -T/ 1 0 ►� o a P (WITH/�) s/a 7sa 85.0 70.0 7a.o 7s.7 78.8 sa.s ss a ARD REINFORCING 8/0 8/0 85.0 65.0 65.0 65.0 X X X X �E AT LEFT R rn (WITH STEEL) In NOTES X B O /• % /.• /• 1) REFER TO SHEETS 3 do 4 OF 14 N `o w 1� Yl ij !j FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX. w .�. 4- 2) REFER TO SHEETS 3 OF 14 D.L. OPG. of FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 50" MAX. PANEL WIDTH m s MAX. D.L.O: LAMINATED GLASS PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT DOOR - TWO TRACK N o ► XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4' X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT `v I g E LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 5 (FOR PANEL STACK CONFIGURATIONS SEE SHEET t.) � o g 2 ti BULB VINYL 17 BULB VINYL 17 BULB VINYL,@1 BUL13 VINYL 17 $ /16'HEAT STREN'D GLASS 3/16'HEAT STREN'D CLASS .3/18'HEAT STREWD GLASS 3/16'HEAT STREN'D GLASS „ a 090 INTERLAYER 090 PVB INTERLAYER 090 SAFLEX HP 090 PVB SAFLEX d +1 s d a. DuPont Sentry6Taae by: DuPont Butecite by: Clear or Color Glass Interlayer a Clear or Color Glave Interlayer E.I.DuPont DeNemoure&Co.,Inc. w E.I.DuPont DeNenmre&Co.,IncSawa.Inc. Solutio,Inc. 4+� r.., by: +�7 by. Tty1 t71TOt9 C 3/16"HEAT STREN'0 gA55 3/16'HEAT SflffN'0 GLASS 3/16"HEAT SLREN'0 GLASS 3 18'HEAT STREN'0 GLASS * def g SILICONE N 6WCONE • • • • In • SILICONE g SILICONE ��t��.•,•••�• •.�✓a1��0 �a1 SCHNEE-V�REHEAD 5731 IQ1 SCHNEE-MORNiEAD61R31• • SCHNEE-MOREHEAD 5731 f1Q7 SCHNEE-MOREHEAD 5731 QpgL ��A: 1 J DOW CORNING 899 J OiNtl CORNN0189• • •` •• DOW CORNING 899 -+ DOW CORNING 899 •+O TREMCO SPECTRUM 2 \ TRENCO SPE®IRU0 2• • �'• TREMCO SPECTRUM 2 \ TREMCO SPECTRUM 2 t! GSA,Tr Q in 64 0 Ln AO .4 1 40 .� 40 .� 40 - ^:W G O"py rn LV GO 000 • • • • • • • ""� 111211» GLASS TYPE 'A' cLAss TTrpE SB' .. . . . �4.►ss 'rxrI '�' �1.Ass '1'YPT, D. a •• GLAZING DETAILS ••• • By �oPloductCoard • • • • • • • • • • ••• • • • ••• • • TYPAL ANCHORS PAM 4TYP. ELEV.FOR SPACING TYPICAL ANCHORS IN PAIRS ��• ^. SEE ELM FOR SPACING TYPICAL At1C,tORS IN PAIS STRUCTURE �-,.,� .•f 1` Min. SEE f3EV.FOR SPACNG �. fere Edge Dist. c / WOOD BUCK - m 14`° 1 J% d .�'° •i a In tt N ;ro �: zw MINaDo (Ma.oteEO. . _ ,: •.e.'4� waiq°d \ •' ' u 00 p z _ Iy� 1.ALL STEEL IN CoMACT FIN too S d x - 3 4" Min. ALUM.TO DE PAINTED OR PLATED. O 18 is `v 1" Min. 2.METAL STRUCTURES: C7 q 1 A \ TYPICAL ANCHORS IN PAIRS Edge Dis{. A)STEEL:Fy..36 KSI AIN. Edge Dist. Typ.} ELEV,FOR SPACING TYPICAL ANCHORS IN PAIRS m p (STEEL 12 GA MIN.THICK a 0.105' Lm SEE ELEV.FOR SPACING Lm 8)ALUMINUM:6063-Ts MIN. z (ALUM.0.078•MIC.THICK) CC� ( EE 4 TES FOR SPACING) rn 28Y Wood Buck Sutultrote or 10 I I Wood S lure r/(Sc) APPR'D MU COUNTY aAr 17 I 1 4' Specft 0 .85 mim(TYP•) SM SE ARATE (MeI.�eEo.) � SEE SEPARATE NOA I I I I o I ( �, 7/le'-LAMINATED GLASS � m Imo' I q O II L NOTES: 1) REFER TO SHEET 2 OF 14 to 3/4' Min. Obi Q I I FOR GLAZING OPTIONS AND DP CHARTS. age Dist. JI 2) REFER TO SHEET 4 OF 14 q FOR HORIZONTAL CROSS—SECTION DETAILS. WOOD BUCKS AND METAL STRUCTURES NOT BY 1AW50N IND. � C7 c9 = a 0 { I ( 3) REFER TO SHEET 2 OF 14 U2 C') O w MUST SUPPORT LOADS IMPOSED!T•OLA2ING SYSTEM AND W FOR MAX.ANCHOR SPACINGS. = J �[Rs.7i TRANSFER THEM TO THE BUILDING STRUCTURE. O w yq TYPICAL ANCHORS: SEE ELEV.AT SHEET 8 FOR SPACING mo g W1 i I I' I ANCHOR TYPE CHART IN CONC. or MASONRY min. N s o I�p I I� CHOR OPTIONS)MAD-ava.IA,®Bmbedmm W e HLeL Conomta 4 0 R � C � I II, IIS z o ELCO ULTRACON 1/4' 1/4" 1 3/4' I' 2.85 Kai s S Y w tl BUIIDIX 1/4" - 1 3/4' 4' 32 Mi gi a a I I I N �N BtnLOEtT - 3/18' 1 3/4' J' J.2 Kaf N 6 s 4 W ANCHOR TYPE CHART IN 2X WOOD DUCK min. O I I I 17 I' 1/16'o 1p! Fn (n ANCHOR OPTIONS TOAD-aDL IAMB Embadmea Edea DI.L sz Mood «g E II3dd SILL RISER w ELCO ULTRACON 1/4' 1/4' 1 t/4' 1' S5 SO $ $ g I III- r II 5 WITHSILITOE LL \N N BUILDIX 1/4" 1/4" 1 1/4' 1' .55 SG qpz « z f4 t0 Ik FULL LENGTH OF UNIT N SM.S.(Into 2X) 112 012 1 1/4' 1- .55 SG 1/4`DRILLFLEX SELF DRILLING SCREWS 13mi 0 6 INTO METAL STRUCTURES d 43 sad k 2 STEEL : 12 GA. MIN. (Fy = 36-KSI MIN.) egTl:lattl ® •• ••• • • •• • i ••• ALUMINUM : t/8"THK. MIN. (6063—TS MIN.) ,eee°e£fiL ce 79 • •• • • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) >>>>�ca ...........,��j°,�e 14 < •• Mliu� •• • • • •• INTO APPROVED MULLIONS (NO SHIM SPACE) TJ:r• c�T A. O O: A TYPICAL EDGE DISTANCE ,•')(w ¢:Z (1/4'7 64T0 CONCRETE AND MASONRY= i' MIN. (ELCO ULTRACON) ,I to;U p '.O Sr) ::•'t: '. (1/4') INTO CONCRETE AND MASONRY= 4"MIN. (fTW BUILDEX) ~ •� �� v '_..• .. 4.•+�• •:• : ••: P CT BD (3/16' INTO CONCRETE AND MASONRY= 3"MIN. (ITW BULDEX) (NR!•3IT3®EO•) •ed•.• •2•" MILL •JL4' %l tN or•APPRO,VEF1• 1m ilwNtmiBa .Q�INTO WOOD STRUCTURE= 1'MW. 4j • �> . a' r• V/13 IN IL T�2,2 rmR B•6' a INTO METAL STRUCTURE= 3/4*MW. 4 FROM CORNlRS I EL,EVATMI AI T ZM"A �'-. Ilfffflllilt Non-Shrink Non-Metallic' 2 ~WM NAIIIL sPACINti a/i S7 FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL A Gro .of Laramum 5 Kei TYPICAL ANCHORS IN PAIRS - ut SEE�•FOR SPACING adaPTodaetCoatro SEALED W� WHITE/ALUMINUM COLORED SEALANT. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS IN PAIRS pj ►�-'i Z SFE ELEV.FOR SPACING C TYPICAL ANCHORS IN PAIRS M m h v SEE ELLV.FOR SPACING r-qv a �pm V C, ei o i 1 4` MAX. 1/4" MAX. o 0 2C 41 66 a /SHIM SHIM 3; `d c z z c c z � 0 m IL METAL STRUCYM ATTACHMENT DETj a— NOTE: Z O N ° I.ALL STEEL IN CONTACT WITH �q^ll '• ALUM.TO BE PAINTED OR PLATED. . awail�w 2. METAL STRUCTURES: .a METAI. A) STEEL: Fyy - 36 KSI MIN. m STRU (STEEL 12 GA MIN.THICK -0.105' �. B)ALUMINUM : 6063-T5 MIN. ••..a. (ALUM.0.078 MIN.THICK) C � O 0 1 3/4 NOTES: 1) REFER TO SHEET 2 OF 14 H N o FOR GLAZING OPTIONS AND DP CHARTS. CD £ 2) TO SHEET 3 OF 14 TYPCCAI.AItCHORS IN PAIRS FOR FOR VERTICAL ERTICAL CROSS-SECTION DETAILS. SEE ELEV.FOR SPACING 3) REFER TO SHEET 3 OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. coj 4) REFER TO SHEET 2 OF 14 dU " MAX FOR MAX.ANCHOR SPACINGS. /4 SHIM C O TYPICAL ANCHORS IN PARS $ C 1/4 SHIM SEE EIEY.FOR SPACING s o ,$ MAX. 2E q g Taa 16 r- o D.L. OPG. � _ $ l m 2BY WOO BUCK 18 B OR G . WOOD R I I .....: •• ...:: y •:•a I I 28 u 00 • • • • • • • • to .� 5•• 1!�!'. I'• SCREENS OPR.— ca O O (Elul.rugm.) .L. . OPG •• ••• • t • • •• DA N 1l1 t1 cm NOT REOD ON 26 1 3/4• %8 ON SHEET 2 OF 14 PANEL WIDTH (W7.EIItiED.} 8 ° iBY P.T. PRODIICTRBVISHD • ••• EKTER"s • • WOOD BUCK m caimlyLn vdth lbo l'lortft 2D/2T — XO (El o11n� wlD • • • • BnDdlogCod it/1 908.02- 1 P 2D/2T — OX (R%'ve.N-sbd): : . • •• i e Modsep aal0 `U Q ••• • • • • •i• • • • • • • • • • • • • ••• • • • ••• • • 196 1/4" MAX. 13" MAX, TYP, DOOR WIDTH CLUSTER OF AT HEAD/SILLH AT�U 6" MAX. IYP. o 00 A2 � `HEAD'SILL CORNERS !4 q T h m a a 1 a o c1 p Ta OXXOV 7/16'DARALL LAM.GLASS 0 o.z• Q i 0 i i W1x q Q N ell a Do �8 Ld OXO rnorna m Z APPROVED CONFIGURATIONS 0 U (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) 0 e x a Z. B 3o B D g STEEL REINFORCING O d BULB vW(L17 B p As READ. 3/18^HEAT STRHMO ansa 2 Q U X 0 X I Q 090 PVB INTERLAYER 1 0 DUPONT BUTAUTE by: A EL DuPont DeNemoure&Co.Inc. 0] 3/16'HEAT STREN'0 GLASS Z 44 3/4" MAX. NOTESz N s1.ICCINE 50" MAX. D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 DCHNEH-NTNG 99 5731 PANEL WIDTH FOR TYPICAL CROSS-SECTION DETAILS. U a c� SPECTRUM q `�" 2) REFER TO SHEETS 6 OF 14 m PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 'I. 4 DOOR - TWO TRACK "OXXO" TYPICAL ELEVATION LAMINATED GLASS I 1 TESTED UNIT LARGE MISSILE IMPACT 1 N Q GLASS TYPE 'B' DOORS GLAZED WITH LAMINATED GLASS RATED FOR E E DESIGN LOAD CAPACITY - PSF LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 8 6633 GLASS TYPES 'A' OR '13' a x z BULB VML n PANEL M1DTH DOOR HEIGHT STANDARD SILL 2-1/4" RISER 3" RISER GL 3/16'HEAT STREN'O ASS NOMINAL MO INTERLAYER FT./IN. FT-.AN- EXT. (+)I INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) DuPont-sontgGloae by:El 11 t of - w DuPont DeNs mum&Co., Imc. 2 56.7 60.0 60.0 60.0 m 3/16'HEAT STREN'D GLASS 3 0 •• •• • • 5 .7 •60.0 60.0 80.0 MID vis ,,,1111111181yy�,yy0 w SILICONE 5731 / • 7 • s .0• 7• 60.0 60.0 60.0 suylva um� withOwPtodaa Q�8 OZ ��``�g.�{'••. �'/f,oe TDOW RfldroC6RNG 899 NSPECIRUM 2 4/0 •• • •5 .7 •60.0 60.0 60.0 1IZ m� �O N,O LL g .+'o �. 4D 4/6 40.7 60.0 56.7 60.0 60.0 60.0 p�q =ua 4/11 1 40.7 60.0 56.7 60.0 60.0 60.0 .- PANEL MAX. D.L.Q.: .�. 2/6 • 0:' 40.7• Gve 56.! 90.0 60.0 60.0 32-3/4- _ y�� ciz 3/0 • • 0.7••• 6040 55.7 •s0.0 60.0 60.0 4/0 X 6/8 = 44-3/4" X 74-3/4" �'i�Dyl ....... , GLA33 TYPE 'A' 3/6 •.�f 0 40.7 • 80.0• 511.7 •60.0 60.0 60.0 4/11 X 6/8 =55-3/4" X 74-3/4 GLAZING DETAILS 4/0 1 40.7 60.0 1 56.7 60.0 60.0 60,0 3/0 X 8/0 = 32-3/4" X 90-3/4" a 4/0 X 8/0 = 44-3/4" X 90-3/4" • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS IN PANS TYPICAL ANCHORS IN PANS TYPICAL ANCHORS w PAIRS METAL ^ SEE ELEV.FOR SPACING SEE ELEV.FOR.SPACING SEE EUN FOR SPACING STRUCTURE .-r 3 i' Min. � g • • ley dge.Dist. X1. a} A WOOD SUCK _ 134' • id P �•� �_ �� q v (Mw.LmEoJ gflk 2' MBJ. q x x i� 1 3/4' M Ix PC .. L 4 MIN. TYP. (M EMBED •.�: e :.. . �\ 3 Fft'i h \ w e m° v 0 o S :., V2 -: '•1•, IMAL STRUC14T> A7TACfDQ+N7'DRTARc Z J Z N1.07�STEEL IN CONTACT WITH S x Ch p 1s = 3/4" Min. ALUM.TO BE PANTED OR PLATED. A y ® z METAL L'.Fy STRUCTURES: 18 �y 1" Min. TYPICAL ANCHORS IN PAM dg@ Dist. A STEEL:Fyn 38 KSI MIN. � ,ZZ y C Edge hist. Typ.) ELEV.FOR SPACING TYPICAL ANCHORS w PAIRS (STEEL•12 GA Mw.THICK-0.1057 .. .a. O SEE EL61/.FOR SPACING e)ALUMINUM•:6063-TS AIN. Q _ I 4 (ALUM.0.078 Mw.THICK) y ��yJ7 m 10 I 1 I 1 1/4 Wood lure w//(SG) or MR-OADE COUNTY U t Voi Specific G ly-A5 min.(Typ.) (AIN.EM6ED.) *D MULLION SEE SEPARATE NOA �' { ( II I I ag5 PRODUCT;REVISEEgD 1 I: I 7/16•-LAMINATED CLASS L EIWICcon Y'ada �(ode Min. Aa4p>enoo 'T �'J 8 p�j c II I NOTES: 1) REFER TO SHEET 5 OF 14 Edge Dist. a FOR GLAZING OPTIONS AND OP CHARTS. liaductCouuol I o ( I 2) REFER TO SHEET 7 OF 14 A �S 0- Q FOR HORIZONTAL CROSS-SECTION DETAILS. W�0 SLICKS AND NEPAL STRUCTURES NOT BY UWSON CJD. O MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND w w '� 3) FOR TO SHEET 5 OF IN TRANSFER THEM TO THE BUILDING STRUCTURE. = x � FOR MAX.ANCHOR SPACINGS. K w O } O w t TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ij I gag ANCHOR TYPE CHART IN CONC. or MA30NRX min. N s o I I I w L� CROR OMONS�-SDJ.JAILS Emitedmt Edge Not,C=wrete � � � � S O I f I1 III N w o Elcotr (n uLrnacoN 1/a• 1/4• 1 3/4• r 2.85 Kel s a a, t< BUI DEX 1/4' - 1 3/4' 4'- 3.2 Ksi < a Pv I I I II W in BUILDEK - 3/18' 1 3/4• 3• a2 Kea c $ i { I x ANCHOR TYPE CHART IN 2X NOOD BUCK min. 17 1/16•or 1/8" rn to M CHOR OPTIONS SAD-BES JAMB Smeedmen Edge Dist 2s Wood $ 8 I I f I t SELL RISER 8 I HERED WITH \N W ELCO ULTRACON 1/4° 1/4' 1 1/4' 1• .55 SG 9 Z Z 5 CLEAR SIUCONE a Hn BUIDEK 1/4• 1/4° 1 1/4' 1• .55 HH to FULL LENGTH aF UNIT SILL f I sM.s.(Inco zx) Utz 019 1 1/4• r a5 SG $ I 1/4" DRILLFLD( SELF DRILLING SCREWS 8 0 INTO METAL STRUCTURES d 4f ■ of 21 { STEEL : 12 GA. MIN. (Fy = 36 KSI MIN,) ,`4`talatcuJJeP• • • • • • I ALUMINUM : 1/6"THK. MIN. (6063-TS MIN.) ,iso •t3i.� ite 19 • • • • • 4 • �_ • •• • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ppp�,, ��p5,.•'••• `�••;fir/.�e1'se 2 V1 • • • • ••• • X10 SMSP74 O: N M. a5•-•.�,� i '.d. r� M • • • • • • INTO APPROVED MULLIONS (NO SHIM SPACE) y� ,�N O .- •a • •• • • TYPICAL EDGE DISTANCLe E V 4L • (1/4' INTO CONCRETE AND MASONRY= i"MIN. (FICO ULTRACON) O; . •� .:: :. •. (1/4") INTO CONCRETE AND MASONRY= 4'MIN. (RW BIIILDEX) Z y .['f ��4� .4-� `...• .. '^ 0 4-.10 ••• • ••• • • AT EACH ENE (3/18' INTO CONCRETE AND MASONRY- 3'MIN. QTW BUILDEX) �Q• (MCL 4AmEo.) •°4` 2n MI 1/4' T or BY •IY�CAL�NCII0R5 •INTO WOOD STRUCTURE = 1"MIN. eiey�°"•..... d ., •� QTYP. FR/DHl 3/ EN ALE4ATT�f1 '�6• •• 2��000 '' • INTsSSTRUCTURE =3/4' MW. eeJJJJJ 11',`,� w S(6 l4 lU1X. ACING. F Non-Shrink.Non-Nelal6c • • • ••• • FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL A Orout of MMimam 5 Kei TYPICAL ANCHORS IN PAIRS SEE ELEV.FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. ••• • • • ••• • • TYPICAL ANCHORS IN PARS SEE ELEV.FOR SPACING PANEL WIDTHa ~ a r.EueED. 1/4° SHIM 1/4' SHIM '' m q 4 z q MAX. I f1 MAX •• ro P4 `b w xP.L. OPG 9 is I D.L. OPG. 3 o Ox $t J 1 1 8 C N A EO,' 2• !o J 4 f6 18 8 4 <•" ad B d C9 N 8 za S U 21 17 _ QQgp NOS 1.1 9 8 10 ••�: �� ao p O(K.EMBED.) — —— SCREENS OPTIONAL. C1 L. OPG. O O EXTERIOR PAANN OPG. r� EL WIDTH 1BYWOOD suwc 1 q 4D/2T — OXXO o c DOOR WIDTH N c a R NOTES: 1 REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. LI A 2) REFER TO SHEET 8 OF 14 U2 FOR VERTICAL CROSS–SECTION DETAILS. 3) REFER TO SHEET 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. /4" SHIM 4) REFER TO SHEET 5 OF 14 PANEL WIDTH Imo• MAX. FOR MAX. ANCHOR SPACINGS. 1/4° SHIM WOOD wicK a • o s Wi D.L. OPG.8 1 t 2 4 � E 6d F3 UCT RBVL9W 8 z _ a: .�.' as IglagwlDtltel�lartda gg 1 I _ x, -=• Build Codd •g c ,� O fi 11 U Y s cd O O 1 L'- n9eoil ado PioduaCoruro 4,66 • : • • 8 10 b, 0005``,.....,,,,�7��,•P •• SCR Y • • • to ('2 TYPICAL ANCHORS IN Paas Li' D D.L. OPG. ;it m u1 O SEE ELEV.FOR SPACING O EXTERIOR " '�;V 0•O PANEL WIDTH � 3D14•T 0:0 CMO•• .0. ••• (YBL tL�O.) d,�y •`�!` ¢ • ODOOR WIDTH•.• • • • • igF •�N� • • A 00 000 %o 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• h-- --� 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON-POCKET MAX. WIDTH 191 1/4' ^ +� o F s I 13 1/4" MAX. TYP. 4` O o a o %/ p - AT HEAD SILL AT STILE ENDS 6.. POCKET WALL 0 / /e SEE NOTE#3. ro A 9 T- LLT A3 6 `HEAD/SILL CORNERS ) rn �ao O a Ir a- 011, SEE�NOTEE 03. 0 a a p i m mss-n q A m i h--X-RP or LP-X - �(1YP�) jl z> y� rte/}� E1 M F Y ' Q ' Q ' a ' t j c0 i W= q s roan JL LJ I I o a' r t op _ m O z XC or XX-RP or LP-XXor RP-XX-,P - n. o o M d -J\ Q �J\ Q Q I t ,+ O '%// 7/18.OVERALL Law.Gloss a srEEL RE9QFORCING a Q (L XXOQ C -- a -D -D -0 a = Q a AS REDO. ' a Q c� -0 � � o sENo"AI., O '� X orn XXX or RP-XXX or LP-XXX 9 9 ul f [a h-- -d NOTESO C12 ++ s F u 1 43 1/2" MAX. 1 R TO SHEETS S. 10 & 11 OF 14 °o ` o i 48 3/4" MAX. D.L. OPG. 49 1/8' MAX. FOR TYPICAL CROSS-SECTION DETAILS. a % o ' PANEL WIDTH PANEL WIDTH 2) REFER TO SHEETS 9 OF 14 `o a T- -0 a° -04- a T FOR TYPICAL ANCHORS AND NOTES y�g + +'f 3 FOR POCKET WALLS SEE GENERAL NOTES 1• a- a- o-• o-- L+ 4 DOOR - THREE TRACK ) .0 .p .0 .a °� PANEL MAX. D.L.O.: "XXXX" TYPICAL ELEVATION /15& 18 AT SHEET 7 OF 1a. i a• a• .0 .0 of 3/0 X 6/8 = 31-1/2" X 74-1/4' TESTED UNIT t 4/0 X 6/8 = 43-1/2" X 74-1/4' < R XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP OOORS GLAZED WITH LAMINATED GLASS RATED FOR 't e APPROVED CONFIGURATIONS 3/0 X 8/0 = 31-1/2" X 90-1/4" 4/0 X 8/0 = 43-1/2" X 90-1/4' LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. Y a o 0 WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) DP CAPACITY-PSF(2 1/4' BILL) DP CAPACITY-PSP(8'BIIJ.) LAMINATED GLASS NOMOUL DOOR SIZES GLASS TYPE'A' GLASS TYPE 'H' GLASS TYPE 'A' GLASS TYPE'B' LARGE MISSILE IMPACT g z z BULB 17 9ULB VINYL t7 WIDTH HEIGHT y$ 3/18'HEAT STREWD GLASS 3/18'HEAT STREN'D GLASS Fr./PI. Fr./IN. EXT.(+) WT.(-) EXT. (+) INT.(-) EXT.(+) INT. (-) EXT. (+) INT. (-) PRODUyrREVISW with 1ImFlolida Sollex csO CP�s SeBex HP 090 PVB INTERLAYER nteadyar 8/0(2DR) 8/0 563 68.0 56.7 68.0 68.0 68.0 68.0 68.0 BuDE��,('7" by:SOLUTIA,Inc.or Dupont Butocite or (W/ 1 STEEL) aIt DuPont Butocite by:E.I. a W (•)DuPont-SentryGlasa hy: gggggltgtctyrt•' DuPont DeNenwum&Co.In I- E.I.DuPonl DeNemoure&Co., I� 8/&00(i1R)* •8/0 • 5A!7 • 8&0• 56.7 68.0 68.0 68.0 68.0 88.0 ��SS Z m 3/16•HEAT STREN'D GLASS Z O] 3/18-HEAT STREN'D GIA�S (W/2 AREEY} • • • • • (•) (•) Tem-(�idaP.odua Comm �O6j•.•. `<U 17 U. DOWCSILICONE SILICONE •• (W/O •8/Q 5�.} 6R0• 56.7 68.0 - - 68.0 68 0 m N O p•''a o DOW CORNING B99 ap DOW CORN 899 $ LU ao (wl 2( ) s/o 56.7 sao ss.7 se.o sa.o 68.0 (•)�.o •)6eo z •Ae �r�� n(�77�n • i�D(�) a/$• 53.3.• o.0• 53.3 60.0 60.0 mo 60.0 60.0 .y., 1 •• Mfi a{4DWj . F ai GLASS TYPE 'A' GLASS TYPE 'H' ••• ��2 STEEL) •8/� af.3• 68.Q 53.3 88.0 68.0 68.0 880 68.0 a GLAZING DETAILS (•) 2dr/3dr DOORS MEET+78.7& -78.0 DP w/'Dupont 0.090'SGP LGminote • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • META 1' Min. L4' TAPCON or APPROVED EQUAL BY EOR TYPICAL ANCHORS IN PAIRS IN PAIRS smi _ V/1 3/4'MIN EMBED.INTO 3r:KM Cos'c. SEE ELEV.FOR SPAONO STRUCTURE Edge Dist B 61 FROM CORNERS 6 SEE ELEVATION AT SEE N SPACING '"'i a SHEET 8 DF 14 FOR MAX SPACING. z 1 J 4. :ad•'• a' a 13/4. y •i4 R M 1 .�. (Mw. IER) a °' ca .4 ad.' '.d !4- '• '..•.; .'. °•d y a� i m cs'k n c m o b 1/4 MAX. L — 1-/-•{;•ry�gx- ; v.'_ • GAP FT R ATrAQHK=11 WOOD1 BY BUCK 9L TYPICAL ANCHORS IN PAIRS NOTR: Z 0 1 18 0 OI 18 SEE ELEV.FOR SPACING t'�M.TOLBE t�AIMME� TED. pzp 15 28Y Wood Buck Substrate 2.NEIAL STRUCTURES: o--I CLEAR SILICONE Wood Struchn a/(SG) TYPICAL ANCHORS Bt PAIRS A STEEL:Fy-36 KSI MIN. BE ING COMPOUND Sp"Mc Gravity-S'S min. SEE ELEV.FOR SPACING 12 G0.LDH.77•aCK-O.t057 V p] 10 - I 33 (TVP.) B)ALUMINUM:6083-T5 MIN. `C I (ALUM.ZIUM MIN.THICK) U 1 I I f I I 4 MIAMI-DADE COUNTY APPR'D MULLION I I I ( 1�NamJ SEE SEPARATE NCA E I I i I I 7/161-LAMINATED CLASS — --- -- - - �•�' Metat�. ( 4'1 8 I I I I I1 C NOTES: 1) REFER TO SHEET 8 OF 14 \ °' m QS I I I I I I FOR GLAZING OPTIONS AND DP CHARTS. - A O I I 2) REFER TO SHEETS 10 & 11 OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. N FOR HORIZONTAL CROSS-SECTION DETAILS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND OV' 3) REFER TO SHEET 8L OF 14 TRANSFER THEM TO THE BUILDING STRUCTURE. FOR MAX. ANCHOR SPACINGS. TYPICAL ANCHORS: SEE ELEV.AT SHEET 8 FOR SPACING mo c I I I N ANCHOR TYPE CHM IN CONC. or MASONRY min. N s a I I I I I I I (K ANCHOR OPYIONB BRAD-Bar,IAPB Rmbedmen Mg.DIeL Conomta n R S W am ULTRACON 1/4' 1/4' 1 3/4' i• 2.65 KW 41 s i y v_, VISW _ ry I to 1BIILDtx 1/4' 1 3/4' 4' 32 Kai rr�as wlfhtlmFloridn [y Q _ Aroe �NNo ={f'0 ANCHOR TYPE CHART IN 2X WOOD BUCK (min.)� � • � : I I I I I I I N �l`� ANCHOR orr10N8 BRAD-Bar.IAVB RmDadman Rage mffL 2z wo" Y g _ 1/6'SILL RISER - I I ADHERED WITH ELCO ULTRACON 1/4' 1/4' 1 1/4' 1' .55 SO u 5 CLEAR SILICONE W wH1fa�UCt ntfs BUILOE% 1/4' 1/4' 1 1/4" 1" .55 SG FULL LENGTH B g OF UNIT SILL 1Wf1 AL S.M.S.(IMo 2x) /12 /12 1 1 ' ' .s5 SG]/4" ORILLFI CELT ORI{!UNG SC-REWS d -919 ® INTO METAL STRUCTURES4STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ``0,ll11111 "p ALUMINIUM : 1/8'THK. MIN. (8083-T5 MIN.) `44�- 4L��ujj" ll,,• • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0.,. 1 i 21 i 18 • •• ••• • 010 SM INTO APO PROVED MULLIONS (NO SHIM SPACE) ;y O CAULKING - ti, ! • •• •• TYPICAL EDGE DISTANCE c '� m 49 F (1/4� INTO CONCRETE AND MASONRY= 1' MIN. (ELCO ULTRACON) °.,,�j•-•... 'r t•.? .••�.r:+.*'�•'• ems, 4 4 (1/4')D4T0 CONCRETE AND MASONRY- 4"MIN. (TT4 BUILDER} (3/18-) INTO CONCRETE AND MASONRY 3'MIN. (ITW BUILDEX) ��'','~•i �� •i-.'' ,A 4 • • • i.. INTO WOOD STRUCTURE= 1'MIN. I' (NtlV.3EMBtD:)a• r,.:•. 1/4' TAPC@I or APPROVED BY E(Q2 �pCklBRS• • INTO METAL STRUCTURE 3/4" MIN. I�•I4 • •4 a• V/1 3/41 MIN.EMBER 1 Cor�y 82 PER .. r 4 a 39. �.r•:<. ^ FImM CORNERS 6 SEE ELEV MN F;;T • • • • •• • • ` 9 OF 14 FOR MAX SPAWV • • • *00 • FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL p TYPICAL ANCHORS IN PAIRS SEALED WITH WHITE/ALUMINUM COLORED SEALANT. SEE ELEV.FOR SPACING • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD BUCKS NOT BY LAWSON INA qq MUST SUSTAIN IMPOSED LOADS 1/4- GAP ° MAX. I m$ o CLEAR SILICONE ADHESIVE u R v 7. If Apmm C➢NPDUND + M v! w n� y a tl °4 7/16•-H.S.LAMINATED GLASS 4 4 I �j a O 13 8 7 20 37 d._ a�w q AO�•� .•°�.C CLEAR SILICONE ADHESIVE g vG y BEBDING COMPOUND g 's 412 x 21 F.FNPK-SMS W/ Z c vt 4] IE .• .• I 13 P.T.WOOD BUCK EESM AS LISM (SEE SHT 119 1/4'MIN.EMBED.INTO 2X2 STEEL BARS REN ON c O Z 7 OP O pq ••�: FOR FASTENER NOTES AND (31ART W/PRESSURES Z a 28 ELEVATION AT SHEET 9 8 F�2 g1O14tf 6N SHEET 8 OF 14 rt V N. FIR FASTENER SPACING) 18 a a 16 1 2x T. Ey a. O 17 °:�• 12 y.: 17 28 7e .-e-,.•d•.•.a. a ' q 4'YIT 4' ..d'.• ON O SCREEN MIOR PANEL SCREEN DOOR PANEL O ..P, sRES As LISTED Dl DP Dy. Y•:• C3 tDPnDMw tOPTIONAU D _ . '.-ear:nrri%' CHART w/PRESSURES CQ EXTERIOR ,r..-'.�_"" 03 :?:. sc.'. SHM C)M SHEET 8 OF 14 EXTERIGR GRADE 1 1/$ 3/ DDGR WIDTH 042 1/2•) PERIMETER CAULKING (ItlM SID•) (om•OEM) A g 3D/3T — XXX NOTES: 1) REFER TO SHEET 8 OF 14 -� ul F FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. Is a Y 3) REFER TO SHEET 9 OF 14 H WOOD BUCKS NOT BY LAWSGN IND. FOR TYPICAL ANCHORS AND NOTES. s o_ MUST SUSTAIN IMPOSED LOADS 4) REFER TO SHEET 8 OF 14 7/16'-H.S.LAMINATED GLASS .4 - FOR MAX. ANCHOR SPACINGS. s '°• J$S 29 1/4' GAP k CLEAR SILICONE ADHESIVE MAX. _ e ry v BEDDING COMPOUND a6 3 4 .. • <&12 X 21 Fx/PfCL-S.fLS.W/ •1 1/4•MIN.EMBED.INTO E P.T.WOOD BUCK(SEE SHEET R9 FOR FASTENER NOTES AND I ELEVATION AT SHEET B 8 FOR B FOR FASTENER SPACING) d Al s cd 6A d .4 2x T. 4. �•,'•.,• `,,ObObfffllPBpaSBs 18pRoDljCr 1 — ..�.�- •.d'. YIsBD ,�1t X33 ,OP 16 d a L .n D -- • •• • • • HuBdingllo �/08 OZ O:k �� LL 25 • B••• •• • • • •• gy / m gy 1�, D*Z� ypI' .°• .'•:.-_•-+. 3 ——— SCRENAArEL (OPTIONAL) — (T]J y�'l�'+RI032 ••• • • Hfk'�.'.aSty.',� .:.+�y'i.z.�nrs�' °�� '♦•(''•.... �t�`j�� • • • • • i� pP 1 3/4' DDDR • C9•) • ••• •• • •• GRADE CAULKING 1 1/4' 4j 1111 A (ION.E'YaEDJ (YIN.EYBED.) 2D/2Y —• XX• . 000 • .•• . • • • ••• • • • • • • • • • • • • • •• •• • • . •• •• ••• • • • ••• • • DOOR BUCK WIDTH 089 3/4') t t/4• n (UK EMSED. a Vj �-'•y! 'a �'••'•.. b b q `�p� Bl2 X 1 3/4•FMA'HL SMS - •,d+- jy to pOEi� V/1 I/4•MIN.EMBED.INTO 1/4` MAX. BX P.T.WOOD BUCK' FOR POCKET WALLS O 'z SHIM DETAILSPAT�SHEET 12 OF ia�(i ~ o e.. O a SEE GENERAL NOTES O 'm X15 & 16 AT mom q 1=1 a� L4' TAPCIX(or APPROVED EQUAL BY EDR SHEET i OF 14. tG��otM • v/1 3/a'MIN.EMBED.INTO 32 Ksi Cori. NOTE: •a: 3 m + ' 6•FT>ia•1 CORNERS 6 SEE ELEVATION AT CLEAR SILICONE ADHESIVE STEEL BARS READ.AS = o R Ci SHEET 8 OF 14 FOR MAX.SPACING BEDDING CONFIRM LISTED IN DP CHART W/ I ;��. Z O .° PRESSURES SHOWN ON 31 I• uO�W= qj •+ • p 13 SHEET 8 OF 14 16 (EDGE,OISf) b 6 70. M s....• 37 7 9 18 B _IL 1 - -------------------------------------------- ------ ------------- -28 ------- ----1 U' ' ------------------ - ---- T:BAR-SD.1cORE-AT1HESIVE----------- -------------- -------- --- ------- $ ° IEDBING CDMPwND � � 7 to ------ d] e , 17 a 6rn) 2 O '` dao $ rn° i P D 17 L! -------------- 8-- -- --- --- --- --- --- - --- --- - - --- ---- --- ----------- '" •2 Tom. ---—-— SCREENS OPTIONAL ———--——— •''i, <ar t EXTERIOR GRADE O EXTERIOR POCKET DEPTH S `o 3/4. PERIMETER CAULKING TEST DIBR WIDTH 090 5/81) ; 4D/3T — XXXXP NOTES: 1) REFER TO SHEET 8 OF 14 8 $ TYPICAL ANCHORS IN PAIRS FOR GLAZING OPTIONS AND OP CHARTS. TYPICAL ANCHORS IN PAIRS SEE ELEV.FOR SPACING 2) REFER TO SHEET 9 OF 14 JIFI 1/4° MAX. FOR VERTICAL CROSS-SECTION DETAILS. MAX SHIM 3) REFER TO SHEET 9 OF 14 Q 8 FOR TYPICAL ANCHORS AND NOTES. IM4) REFER TO SHEET 8 OF 14 Xp FOR MAX. ANCHOR SPACINGS, gZp y td z y e r = 9 6 18 7 1 is i of d \\ 41 /ML�TAL STRU • •3•;�/1. ALL STEEL IN CONTACTYBTFi •ALUM.TO BE PAINTER QR PL.TTiO• •• -� s ;W N *. ¢•M�� 2. MMETAL STRUCTURES• m STRUCTURE Fyy 36 KSI MIN. (STEEL 12 GA IN.THICK -0.105 f • z ��O -• B)ALUMINUM 6063-T5 MIN. PRODUCTREVISED t6:1 /fij`� 4 • m coaipl)'m8ait4t6s Florida ♦ g,� ALUM.0.078•MIN.THIO •• ======Buffding Coda ♦ �j 1 3/4• .. . . . . ------- 00 --- --- ------- 20 is ' gETt .-----r-- --. ' (MIN.EYBEO.) • •• • • • • SCREEN DmR PAt811. liy •• • n• • ••• (OPTIONAL) ft4duct Cmwol• A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SGD-921 10 BILL OF MATERIALS — 2 & -3 TRACK FRAME 1 3/4" MIN. ITEM i PART $ QTY. DESCRIPTION REMARBS lY07E EMBED. 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1. FOR ANCHOR TYPES SEE 1.2 L-9211 1 2 TRACK FRAME HEAD CMultl-Sllde) 6063-T6 ALUMINUM NOTES AT SHEETS 3, 8, & 9. 4 :�; �� p .a 2. FOR POCKET HALLS SEE GENtFAI. m v 2 L-9206 1 2 TRACK FRAME SILL 6063—T5 ALUMINUM INTERIOR NOTES 115 dr 16 AT SHEET 1 OF 14. 3 L-9212 2 2 TRACK FRAME JAMB 6063—T5 ALUMINUM TYPICAL ANCHORS INTERIOR c m v O. AT B• O.C. a 0 rc q A q a 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM SEE ELEV. s 5 L-9205 I X PANEL PANEL BOTTOM RAIL 6063-TS ALUMINUM FOR SPACING ; c !i 8 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM t7 "� > tet �i e 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUMS�YYYnnn q q Q 18 Z .mob: 31 m 5•_. 5 N 8 L-9203 I PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM I q O x 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM ' x Z a N 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM W g S 6 3 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM ��`"d w 18 V) 12 L-9208 1 3 TRACK FRAME SILL 6063-TS ALUMINUM 31 17 1 9 4tl W STEEL ttAR ON `� 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 3 SIZES L6TEp w/DP eops t7 8 m 14 PWS-016 AS REQ'D, BOTTOM RAIL WTS P ULTRAFAB #QH6757DK EXTERIOR ' `c TICAL ANCHORS x p ® 8 AT 8. O.C. n ra h 15 PWS-009 AS REQ'D. PANEL TDP RAIL WTST .197'x.310' (7830-6001-1) SEE ELEV. a 16 PWS-003 AS REQ D. FIN SEAL WEATHERSTRIP .187'x.210' (7820-6001-9) 1/4' MAX FOR SPACING 17 VWS-004 AS REQ'D, BULB VINYL (FPVC) 1/4' D.D. SHIMO PAI I_L-9016 2 SELF ADHESIVE PILE PA13/16' X 1 1/2' 1 3/4' MIN, p EMBED. 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. BOT. RAIL XTEC1 kd ERIOR `0 � 20 FS-003 2 ROLLER ATTACHMENT SCREW #8 X 1/2' F.H./PHIL. POCKET DOOR HOOK A 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM ATTACHMENT DETAILS 0 m 22 FS-042 AS REOD. 'C' TRACK ATTACHMENT SCREW #10 X 1' SMS F.H./PHIL I 23 L-9018 I X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM FlexUW Com Ion-Te Plaetice Inc. m 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW #10 X 5/8' PH/PHIL. y. YSIC&LFPVCBIeck Com rMNo 710DTS 4 1!HYSiCAL AST66 N0. i 25 AR-020 ■ INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) DwomaerHudmU W,l0eeo 73 D•2240 i >' I R $ � 26 AR-021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/21 (36 KSI) Teadlest"4APSI 1640 D438 UM..b l]mgal�% 340.0 D438 r 27 AR-024 ■ INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) Medatna®I07%EImgedm,PSI 765.0 D43s n 8 a 28 HC-047 1 MORTISE LOCK HARDWARE W/ HANDLES & KEEPER 11° 41.0 Daa6 s 4. FPYC White:Compound No.7107-7• S � _ 29 ■ 1 x Panel 7/16' Laminated H.S. Glass See Glazing Deta0s PAWCAL ASMN0. N I 9 30 L-9022 0 ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM spe-ft Gumilym•A•,l0 em 7s D2240 a c $ sp�a:sam L4S am 31 L-9215 I POCKET JAMB HOOK 6063-T6 ALUMINUM Temilestrmgkisl 1660 D-98 UW.A1*EIw9Uio4% 323.0 D-638 $$ $ 32 SM-5731 ■ NEUTRAL CURE SILICONE Schnee-Morehead 5731 MmgWm@B@ IW%M*wda6Psl 763500 D • _ r •$ $ 33 DC-899 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 8 r d i! s al 34 ■ ■ NEUTRAL CURE SILICONE Tremcc Spectrem 2 664�6s:4a;Jrgee 35 HC-045 2 NYLON PLUG ( .480' HOLE ) RIGID PYO ••• • • • • •• yea 4( 1J ii �eslr • • 5 ........ ir,s 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID DVC • •• • • • • �O; re 37 FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 1/ '•PJi L PS• • • •• �J 4� 0 .r) 38 FS-013 AS REQ'D. PANEL ASSEMBLY SCREWS #10 X t'•P.H.JbRI2LIPS•• • • •• c7 .;g a 39 FS-014 AS REGD. INSTALLATION SCREWS #12 X 1 3/4' F.H./PHIL. °p 1 `e PRODUCT RBVISBD 40 PL 75.6020 AS REQ'D. GLAZING SETTING BLOCK SOFT PVC I/8' x 1/8' x 2'L. e6 eomplymswid4 loo FloridaDOildlasCod9 0-00 z G 41 tM - SCREEN.PANEL ■• e • • •• :•••: 0 N 0 o O -QZ ��O,y!•.* •��: 42 SM-5504 AS REQ'D. JOINT SEALANT S49t•gR-Mo�ehe0�t �� • • /diP 11p• •. 43 r ■ PERIMETER CAULKING D� dLYS SEAL • • • •• • PradlxtCamwl 44 ■ 1 PRODUCT LABEL ■ a • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.625 1.000 .osz-� � �� 171� 1.000 750 062 L_ 1.594 O 3.500 .376 o m p �' g FRAME HEAD o y OGS n 3.650062 1.218 1.000 Q= 1.500 =a c N TWO TRACK HEAD 1.594 (j .687 o AT SHEETS 8, &9. MULTI-SLIDE FRAME HEAD FRAME JAMB p N PANEL TOP CORNER C -��-.12 1.687 FRAME TOP CORNER 090�r .094 V +�, eq .062 1 750 2.2501.132.062 1.590 �0 TRACK FRAME � � � lr��.) o .559 c {,�1 H a � �a ��4.154 SILL 0 1.619- FRAME Imo" c o W INTERIOR INTERLOCK 890 CA7 390 1.619 rn 062 150 1.241 $ `o r 2.798 ri L 2.000 2.039 1.590 062 1.132 r N E 062 ¢V PANEL BOTTOM CORNER $ N g .890 094 n • S b ® 1.187 Q 1.687 O _ �a PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK � 180 2.686 ,844 2.280 g z z F094 FRAME BOTTOM CORNER 838 1.044 062 1.617 4 m a ad r== 1.710 • I• • • • • • • •• ecce°°°1 °�c 616 1.842 • • • • • • • • .epi °•••••. • • .• • • • • • ek y/ •i to Q •• i i i i i i•i •• d'�a a wi V7GLASS STOP LOCK STILE 1 855 Q• • • •• • • • •• _ n;y N O 0. N 53i 580 ASTRAGAL STILE 1RODUCiRHVIS6D u La 41 �:2e a+eouWyfuswtth�heFiwids 1.250 52 . ••• ••••• •e••e •••• &d* o ° A,,_ 4 .875 3.000 • • 070 �� 125 (�2 ,;�e�;.',��Oi��1,•e•"••u••p'° �p• � a , i• • • i • • •• -II 1.142 ® •X124 • • • ••• i �� Q FILED PANEL CUP ASTRAGAL RETAINER SILL FUSER • • • • • • • • • • • •• •• • • • •• s• ••• • • • ••• • • 5.244 ^ .070 �( 1.000I e 3 mO 4 y . L 1.500 M imp h M M� y a 1.594 c�° v O o� O .086 � °'9 0 � Cl FRAME HEAD zZc� Z a a"d7d A90 062 2.250 00 FRAME TOP CORNER � 5.748 tz FRAME SILL 11 .500 O a 1.000THREE TRACK FRAME I c .062 INTERLOCK REINFORCING .376 c `e .500�-•{ R _ 10 1.218 I I o �•$ 5.094 r � ASTRAGAL REINFORCING $ g z z .375 O --f FRAMEBJAMB13 1.250 f © a5oo�oieot3y��,i .500 —f. � • i • • ••• i • •�• ��6,.......,,•�� INTERLOCK REINFORCING • •• • • • • • '�� • • • • • ••• • :Ooh� 6yl tel • • • • • • • �g'co N O P,, 527 FRAME BOTTOM CGR�IEa•• • • • • •• e u Qt Q- a$ 2.094 PRODUCT REVISEDInL Z �• • 078 • ••• • ••• • • ewith uaeA No wmId ' °�"d° 100 • • • • • e • • • 4- i ••• 953 .670 •• • • • • • • • • • D 3 2018 r►ra•• 31 pt ••• •• • ••• ••• ••• • Q Packet 'P' Hook 'C"CLIP M{emi un omro • • • • • • • • • • ••• • • • ••• • •