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WS-15-351Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-228408 Scheduled Inspection Date: April 03, 2015 Inspector: Rodriguez, Jorge Owner: FISCHER, LUCIANA Job Address: 1237 NE 93 Street Miami Shores, FL 33138 - Project: <NONE> Permit Number: WS -2-15-351 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (954)734-3411 Parcel Number 1132050270060 Contractor: SUBKO CONSTRUCTION COMPANY INC Phone: (954)328-6908 sunamg Department comments RETROFIT WINDOWS 19 WINDOWS AND 4 DOORS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. April 03, 2015 For Inspections please call: (305)762-4949 Page 5 of 32 James F. Biagi PE Consulting Engineer Date: April 3, 2015 RE: Street Address: 1237 NE 83rd Street, Miami Shores, FL 33138 Permit Number: WS -2-15-351 Contractor: Subko Construction Inspection Performed: Door Buck Anchorage To whom It may concern: Please be advised that 1 have Inspected the door buck and door jamb anchorage at the above referenced address (Two Locations). The first bucks (sub bucks) are attached with '/4" tap cons @ 12" o.c. Into the concrete sub strait. The second bucks are screwed Into the first bucks (sub bucks) with #10 wood screws @ 12: o.c. The door jambs are anchored to the concrete sub strait with long '/a" tap cons through both busks. The embed of the long tap cons Is a minimum of 1 '/.". The anchorage applies to both doors and Is located into the jambs and top. Very truly yours, F. w� a.aaaeid®®c� / *JAm" F3 .11 11'P..1FL 37467 STATE OF °•COR IDS ••' ®'®®'laaadaoaaa®��`�� 1915 NE 45TH STREET, SUITE #107 FT. LAUDERDALE, FL 33308 PHIFAX 954 776 8004 James F. Biagi PE Consulting Engineer Date: April392015 RE: Street Address: 1237 HE 83rd Street, Miami Shores, FL 33138 Permit Number: WS -2-1 111-M Contractor: Subko Construction Inspection Performed: Door Buck Anchorage To whom 1t may concern: Please be advised that 1 have Inspected the door buck and door jamb anchorage at the above referenced address (Two Locations). The first bucks (sub backs) are attached with 'l4" tap cons 0 12" o.c. Into the concrete sub strait. The second bucks are screwed Into the first bucks (sub bucks) with 010 wood screws 0,112: o.c. The door jambs are anchored to the concrete sub strait with long '/4" tap cons through both busks. The embed of the lona tap cons Is a minimum of 1 IV4". The anchorage applies to both des and Is located Into the jambs and top. ® rhes'F: 01#gl, P.13. 37467 -PaE of sl rS�10�1 s�iaiaa►�®� 1915 NE 48TH STREET, SUITE #107 FT. LAUDERDALE, FL 33308 PHIFAX 954 776 8004 James F. Biagi PE Consulting Engineer Date: April 3, 2015 RE: Street Address: 1237 HE 831" Street, Miami Shores, FL 33138 Permit Number: WS -2-1 5-3S1 Contractor: Subko Construction Inspection Performed: Door Buck Anchorage To whom It may concern: Please be advised that 1 have Inspected the door buck and door jamb anchorage at the above referenced address (Two Locations). The first bucks (sub bucks) are attached with '/." tap cons 012" or. into the concrete sub strait. The second bucks are screwed into the first bucks (sub ) with 010 wool screws @ 12: o.c. The door jambs are anchored to the concrete sub strait with bong '1a" tap cons through both busks. The embed of is bong tap cons Is a minimum of 1 '!.". The anchorage applies to both doers and Is located Into the jambs and top. 1WIItIII m 7� .Mmes F. lati, P.E. FE 37467 A•. STATE OF •� v Oe®ail VA � W��4��,a 1915 NE 45TH STREET, SUITE #107 FT. LAUDERDALE, FL 33308 PWFAX 954 776 8004 5 M 3 _. ; '' QM s F Subko ComitrucHo O. hm Date: MO MMOM 299SWAhAm aomR=nFJL3M OR= 661)4164"" jQhw W A State of 46 FmM"416-9742 1ommiumMOZ-OW County of ,i %�� & Before me this day personally appears _A? AA1 Sairco who, being duly sworn, deposes and says: f®�se, o ^11 ra •,� i �S"�� mss, " /P&I lc2 9 y NS* el.3 5r4 e,c r' A' ,W' ,V ",O.0 eS 33 / 3X 9 -Ile) _rXe ed �'T O40C 7"04- 6-v 6 � �varl� A) G19 ID IOU C' s �� Swom to (or affirmed) and subscribed before me this ?'a day of PA A —CaH - 20 l5, by Personally lmow OR Produced Identification `� Type of I&rhfication Produced FL— s> at 1v-_� �� t, Print, !Vp or stoma ame of Notary F?TowNotery PuWl@ @Wf@ W FI®Hg@ L la Alvaommlaw FF WNeao@/��J�16 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795.2204 Parcel Number Applicant 1237 NE 93 Street 1132050270060 Miami Shores, FL 33139- Block: Lot: LUCIANA FISCHER Owner Information Address Phone Cell LUCIANA FISCHER 1237 NE 93 Street (954)734-3411 MIAMI SHORES FL 33138-2940 Contractor(s) Phone Cell Phone SUBKO CONSTRUCTION COMPANY 1 (954)328-6908 e of Work: RETROFIT WINDOWS 19 WINDOWS AND 4 D of Openings: 23 iitional Info: ssification: Residential Inning: 4 Fees Due Amount CCF $13.80 DBPR Fee $4.95 DCA Fee $4.95 Education Surcharge $4.60 Permit Fee $330.00 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $40.00 Scanning Fee $12.00 Technology Fee $18.40 Total: $548,70 Valuation: $ 22,500.00 Total Sci Feet: 0 02/18/2015 Cash $ 50.00 $ 498.70 03/23/2015 Pay Date Pay Type Amt Paid Amt Due i; Invoice # WS -2-15-54521 02/18/2015 Cash $ 50.00 $ 498.70 03/23/2015 Cheek* 1154 $ 498.70 $ 0.00 Avaname Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Structural Review Structural 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 pro[ er authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in com?liance with all applicable laws regulating construz;ticn and zoning. Futhermore, I authorize the abovE1,gamed contractor to do the work stated. Mar --h 23, 2015 Authorised Signature: Owner / ApWY li / Contractor / Agent ate Building epa�ftment C March 23, 2015 n JOB Al T11 fe IN It ;.ML "—. "eel '*� I —� Avaname Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Structural Review Structural 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 pro[ er authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in com?liance with all applicable laws regulating construz;ticn and zoning. Futhermore, I authorize the abovE1,gamed contractor to do the work stated. Mar --h 23, 2015 Authorised Signature: Owner / ApWY li / Contractor / Agent ate Building epa�ftment C March 23, 2015 t4so(s BUILDING PERMIT APPLICATION Miami Shores Village Building Department ne vs 201 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 rA�f) Tel: (305) 795-2204 Fax: (305) 756-8972 - - INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201 C] Master Permit No. W s" 15-21>51 Sub Permit No. X BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 7 A66— 994oP s -r WlWor aSke,- - r:�I------- City Miami Shores County Miami Dade Zip: Folio/Parcel#: is the Building Historically Designated: Yes NO tz Occupancy Type: SFA- Load: Construction Type: Flood Zone: BFE: FFE: X OWNER: Name (Fee Simple T'itleholder): Luc;av,ci_�� C ►Sc.�w Phone#: X154-�-3ct -3�f l i Address: , 2A?j Al A % 5'7" City:. Al im-m I Aet r. 5 State: Zip: 3 Tenant/Lessee Name: Phone#: Email: Lzsx,6Mnm- r,r, �'�(,,,�gc.I!�o n.. co •+n CONTRACTOR: Company Name: Slyb & a7 e- Phone#: Q6i 14"3 jj!jj ars Address: �Q City: Re C,rA /Qa re AJ _State: 3 —Zip: Qualifier Name: - L 42 S%. Sal 10 Phone#:� ��' /'9®4e State Certification or Registration #: 1-1:9 tw t o Certificate of Competency #: DESIGNER: Architect/Engineer: �9'+ry1 G S $ !dam ! Phone#: g� 7' � L_ Address: City: State: 0d Value of Work for this Permit: $ t' so 0 Square/LinearFootage of Work: Type of Work: F-1Addition❑ Alteration ❑ New D! Repair/Replace C' Description of Work: -Ve TA® r ®'r W/ A-,� r.& I'l Vvl"-17,20 Zip: Specify color of color thru tile: Submittal Fee $ 6;D -C2_2 Permit Fee $ --'22� - 00 CCF $ CO/CC $ Scanning Fee $ / Radon Fee $ d •,qj DBPR $ q� c7 -j' Notary $ Technology Fee Training/Education Fee $ Double Fee $ Structural Reviews Bond $ TOTAL FEE NOW DUE $ �® (Revised02/24/2014) Bonding Company's Name (if applicable) %14 Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address N' * City P, State Zip 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. XSignature Signature OWNER o CONTRACTOR The foregoing instrument was acknowledged before me this day of 51-C Z . 20. 11— . by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: z/ /-L N S'1v ��ULLIAN L. SUSKO Seal: + 'Notary Public - Sta of FWW • . my comm.EXPIM Nov 2.2018 camulasln # FF 167837 APPROVED BY .ars I1HIiS`� (Revised02/24/2014) as The foregoing instrument was acknowledged before me this day of . 20 15 , by -so"" " �� , who its personally known to me or who has produced '�-' l 1-! as identification and who did take an oath. NOTARY PUBLIC: : , � �"(lJ3' 6P SSign: -_ Print: Seal: ■�r��*4+R�R�e+k+PN+I��P�k�k�k+N**+U*�k�k�is e�&�k+R*�P**�h*+R**�N+F+RN��k��k��Nik*+[s+t��k Plans Examiner Zoning Structural Review Clerk ANNE M. GANNoN comsmrtowu ,r*x COL uume swvftlwm Bead:.County sewing you. P.O. Sox 3353, West Palm Beach, FL 33402-3353-LocATED AT" www.pbeMxc oM TeL (561) 355-2284 299 SW 7TH AVE BOCA RATON, FL 33488-4631 F---rfmoFsuswm I OVWGR C9MF=T= * RECE PTMATE PAM AW Pam mL # Zl-=l GENEM C NNTRAGM I SUBK MM STANM CGCOMW u14.71M- e&MU 01/50 840118 This document Is VWW 0nty when receipted by the Tax CdecW3 Office. STATE OF FLORIDA PALM BEACH COUNTY 2ol4=5 LOCAL BUSINESS TAX RECEIPT SUBKO CONSTRUCTION CO INC LBTR Number. 200415252 SUBKO CONSTRUCTION CO INC EXPIRES: SEPTEMBER 3012015 2W SW 7TH AVE BOCA RATON, FL 334854631 This receipt gni the pMege of engaging to 0r nliu�iluiniiuiuiiini��f�llnullnnii nmaghv arW budrms Wofession or occtpadon wittdn its NftdWm arW MUST be corwtcutousiy dtsptayed at the place of business and to such a manner as to be_om to the view of the pWi tG. SEQ # L1408270003816 1 � ANNE M. GANNoN comsmrtowu ,r*x COL uume swvftlwm Bead:.County sewing you. P.O. Sox 3353, West Palm Beach, FL 33402-3353-LocATED AT" www.pbeMxc oM TeL (561) 355-2284 299 SW 7TH AVE BOCA RATON, FL 33488-4631 F---rfmoFsuswm I OVWGR C9MF=T= * RECE PTMATE PAM AW Pam mL # Zl-=l GENEM C NNTRAGM I SUBK MM STANM CGCOMW u14.71M- e&MU 01/50 840118 This document Is VWW 0nty when receipted by the Tax CdecW3 Office. STATE OF FLORIDA PALM BEACH COUNTY 2ol4=5 LOCAL BUSINESS TAX RECEIPT SUBKO CONSTRUCTION CO INC LBTR Number. 200415252 SUBKO CONSTRUCTION CO INC EXPIRES: SEPTEMBER 3012015 2W SW 7TH AVE BOCA RATON, FL 334854631 This receipt gni the pMege of engaging to 0r nliu�iluiniiuiuiiini��f�llnullnnii nmaghv arW budrms Wofession or occtpadon wittdn its NftdWm arW MUST be corwtcutousiy dtsptayed at the place of business and to such a manner as to be_om to the view of the pWi tG. SEQ # L1408270003816 Report Viewer ED 'tom .1ffF ATYVAT�t FlNANQAI. STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORI(ERS COMPENSATION Page 1 of 1 "CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW" CONSTRUCTION INDUSTRY EXEMPTION We awfiffes that the individual Usted below has elected to be exempt from FlWW Vftke s' COMWWation ISW. EFFECTIVE DATE: 1117!2014 EXPIRATION DATE: 1/17/2016 PERSON: SUBKO JOHN FEUD: 650143664 BUSINESS NAME AND ADDRESS: SUBKO CONSTRUCTION COMPANY INC 2WS.W.7AVE. BOCARATON FL 33486 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR DFS.F2-DNrC-252 CERMCATEOF ELECTUM TO BE E(EMPT REWSED 07-12 � � IJ 1 � �r iu� • RECEIPTREBUSINESS # 15 00034 SUBKO CONSTRUCTION CO., INC. CITY OF BOCA RATON BUSINESS TAX AUTHORITY 241 WEST PALMETTO PARK ROAD BOCA RATON, FLA. 33432-3795 aUEsrta M MSD)413-+60 THIS IS NOT A BILL Any changes in name, address, suite, ownership, eta will require a new application within 15 days to avoid penalty or the license is null and void. SUBKO, JOHN STANLEY - Business Tax fee: 105.00 299 SW 7 AVE BUSINESS TAX RECEIPT Penalty fee: .00 CERTIFICATE OF USE Late fee: .00 EMPIRES: 9/30/15 Additional fee: .W Transfer fee: ,00 SUBKO CONSTRUCTION CO., INC. Total paid: 105.00 299 S.W. 717H AVE. BOCA RATON FL 33486 has paid the business tax at the above address for the period beginning the 1st day of October and ending the 30th day of September to engage in the business, profession or occupation of: Classification: HOME OCCUPATION Comments: GENERAL CONTRACTOR De .+.w:....• PnW"T V WI'TU f`n"P ClPC-" W 7R-1�iZ I CERTIFICATE OF LIABILITY INSURANCE °Ao 11411155 ' PRODUCER Auto -Matic Insurance 1340 S. Federal Highway Deerfield Beach, FL 33441 Phone (954)421-9953 Fax (954)421-2886 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INURED Subko Const Inc #CGC050960 299 SW 7TH AVE Boca Raton, FL 33486 INSURER A: COLONY INSURANCE INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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. INSR LTR ADD'L I INSRD TYPE OF INSURANCE POLICY POLICY NUMBER EFFECTIVE DATE MM/DD POLICY EXPIRATION DATE D LIMITS A © GENERAL LIABILITY ❑ COMMERCIAL GENERAL LIABILITYDAMAGE ❑ ❑ CLAIMS MADE ❑ OCCUR ❑ GL31563081 11/30/14 11/30/15 EACH OCCURRENCE 1,000,000 TO RENTED 50,000 PREMISES Ea occurenc'e MED EXP (Any one person) 5,000 PERSONAL & ADV INJURY 1,000,000 GENERAL AGGREGATE 1,000,000 ❑ PRODUCTS -COMP/OP AGG 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PROJECT ❑ LOC ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) 11 ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EXCESSIUMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below ❑ TORY TA S ❑ R E.L.EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATION / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS u�. e�cs CeNCFLLAIIUN ACORD 25 (2001/03) RF - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL MIAMI SHORES 30 DAYS WRrTTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY 10050 N.E. 2ND AVE OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE MELISSA PETRONE n Amnon nnQonRATInM 19SR ACORD 25 (2001/03) RF W. JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed Flow has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 3/26/2014 EXPIRATION DATE: 3/25/2016 PERSON: SUBKO BRANDON FEIN: 650143664 BUSINESS NAME AND ADDRESS: SUBKO CONSTRUCTION COM 299SW7AVE BOCARATON FL 33486 SCOPES OF BUSINESS OR TRADE: t LICENSED GENERAL CONTRACTOR Pursuent to Chapter mo.05(14), F.S.. an officer of a corporation who elects exemption from this chapter by fling a certificate of election under this section may not recover benefits or corapensallon under th0 chapter. Pursuant to Chapter 440.05(12), F.S.. Certificates of elecdon to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exonpL Pursuant to Chapter 440.05(13), F.S„ Notices of election to be exempt mut certificates of election to be exempt shall be subject to revocation f at anytime atter the filing of the notice or Me Issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of fie person named on the certificate to meet the requiremmrta of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO SE EXEMPT REMISED 07-42— - QUESTIONS? (850)413-1609 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will bethe ly person allowed to work on your project. In these circumstances, Miami- ores age od es nofrequirewe ' cation a workerscompensatio`ri insurance coverage'from�e contractor's company for day labor, part-time employees or subcontractors.. Therefore, you may be Personally liable for the worker comaensation iniuries of any Person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Signature: _Atv4i.�_ State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of &6 , 20_Ld_�. BYdr91i,4",f z/ilvl tr# )C1X&reAJ is persona y own tom or has produced as Contractor Signature:__ey�zd State ofoolrrida County of Miami -Dade The foregoing was acknowledge before me this day of _�!,"Y , 20)c-;. By�SC)�AN!; Sc,E�> who is personally known to me or has produced as identification. Notary: Notary Public - Stata of Florida SEAL: Commission A FF 167837 BONN thc. wh Ni, nnai Notary Assn. t4M,y Public State -of Florida Sirafia Alvarez My Commission FF 166750 Date: V Rw.R—.- 1 S > / 21SW7ihw. R=Rn=FL3M Offi=( 1i41649M johimW5+A3 State of r i Fm(50)41B M OHM County of 14eA m l 7- BefivemethisdaypMOMAYanneared who, bmg ddY swop des and s. 7© -'`i e, P.; - t .4j V P1 ^I's � ,e e. S 7`41.5 le rT c -ti t ss ro C�.� �-r�� -7-447- &r?,OV1wWa1O x ear P- �=/� � Lcr®/f,& ,on e ,"s &�o d Oev Al. Sworn to for affirmed) and ml =*W before me this I day ofA 4 02 .209 by 4j L/C- ,Y°:P d'•., ALLANA SPRINGER Notary Public - State of Florida s; "Q My Comm. Expires Jun 2, 2017 •'•it'OF FtOp�� Commission # FF 023251 Personally know OR Produced Identifiion /� Type of Iderfi fication Pro&tced Print, ype or Stamp Aiame of Notary i Miami shores Village Building Department 90050 N.E.2nd Avenue Miami Shores, Florida 33938 Tel: (305) 795.2204 Fax: (305) 756.8972 W.5 -,2- — ktk yk=� l 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 onl erse�allowed to work on your project In these circumstances,Miami Sores—Ve does not regaire ve ' cation wor ers compensation insurance coveraga—m-�ffie contractor's company for day labor, part-time employees or subcontractors.. Therefore, you may be personally liable for the worker compensation iniurles of any person allowed to work under this permiL Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. State of Florida County of Miami -Dade The foregoing was acknowledge before me this /,-9 day of , 20-- T? 01. . tom or has produced as LILLIAN Commission # FF 167837 ,Pd thrmwti Nahanai %, Ivy Assn. Contractor Signature: State of da County of Miami -Dade The foregoing was acknowledge before me this L day of !4 A r2U4 , 2o -L5 -- By o-L5-.ByS 140 !�SJ� who is personally known to me or has produced �.��1%EIZ 111��►� as identification. SEAL: NeWq Mic gists of Florida Sindia NO= My Commission FF 166760 Miami Shores Village Building Department 10050 N-E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 q?1t161 Permit No: W 1 v 3 5 Structural Critique Sheet Page 1 of 1 O�L2 � & A, 41,,,, a Q., -s tee- STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdi Asraf HP a,#71ell 0� F Cl RcED ProductADDLCLUI RWWOW Form r Addrem:- `37 A16 Aq 3 sT®�na �la�cs - MAR 71' Conbmtor:- SvQ Ko Cn v , 7 ® Lot:- Block:- ' I 7 B�= g . qnnlng LousUan (Room Nante) size WWth HeWM NOA Number HOA Deign Prsmmre rating Opning Required Pressure Rating Egress Requirement Shutter Requirement + pel P-81 --(-+rpa R pal yes No No 46rrAl t 74.0 6,2 /� _ ®//�,�� 75t0 7S® 4�DZ -43.6 ✓ !/ V 31TO, '-44,4 A p,*Jk 798' - OS/4.0z 7e, o leo 4 qa, 8 -4 4� /male 7ZSS' ® 7: ® a -4o,8 -44,4 "o, '•5D 7et.� -g$11.b� 7 0 7 440,6 -44• °7 f oY'eAo PKSO 71, ® J - O!ro2 3 ®•® 0e0 --qjbb -4 Z 16 Wg C��► Z lght an NONPA the q, 7�l®® almQ04le 5g, j 5 0.? deta0.19an. it � � atlaehamant and nlaaa tura_ 75! IS.0 �� x--90,2-43.8L"7 d�• Z -43.8 '' Ggee Rev. 51/2009 /-/Ov S6n D -SH 3- S 4/12ws MY/A 1. 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MWO: :. -:7-..TOA HRIf OA (0021: 74;000X38:W0FL-WGRY0W16 -OX. 1-.*: v6iot, diaer I x 5111B.Laft (USArtri ..M PV -B'--118 'Rok $mssft: ;,D Caloula#eri NOD .75 '.do ;Label: $i4C*i'-: •CCGz VT (ug6.fdr'T.,UrU6..C.od6)-.*'O..59 '-Wh '�-taM'.-bWalift ............. .................. ........... ........ H 11710A HR71 OA. ALUM MG. (08 36.75=4; QPF.L-W. :P�.Yp 10: :QX' .............................. ........... ............ .6: -7 -WW); - .3 S. f Fro M.- War.'White. Qa& 'Gloat 8. :A pefs,: 0 �Nwi tYO6. I 'a] :01= epwnpeopers Y#s a Reg :Labbl"., SHGC:;_G.51 0.: T Njb:C6bnkd p -n ko,E T Ocom! -------------- — --- '0009WRIJOn., 0. X 4t1ljhtmQwn0-;- LefrTfixed Gleas War Veer' Hid*rhany h)dk&*1 DR -+C a bul"d:Nw € Drape 1t4 .E L.C0 Tp poopol, Il :Label, Q;Fador4-06 ............ ......... ............. ...................... 4, 6, ............ ...... .......................- Lei............. ......... !Frpmo:.typa,� 14pgo: i0ofreti 7 o n-. 0)( " -ftht 'Outho,alm..' G gs4-+t01br::Gw+ :IhbMrd Gifts color Cli3ar ;HOW toCk* T ��kw+qiiOtyfs, No C&MU A :FFA -#4 FL242 ' g A Tappons: PMt DOW '1M 0$ ft0-05: 1/12/2015 10:31:07 AM Timmie Green 941.480.1900 Page 9 ...................... ............. .................. ........................ -- — -------------- — -- — ----------------------- �NMNA -.R71D' -2 4 18M.Chartas1 IhWard glass odor, 41aer" kiow- many rocks -.-1 .01616rhal sties No.-4r61oniiW 75.00 iFPA:*#- FL -24-2. L8"JxOcf -- - - - - - - - - - loicotorit i/4 -112-1A ............ ............................. .... ..................................................................................................o Kf NAA -10A kR71;bA'A:L'UM'W*Q' :I ................................ ....... j:... I 'A,Wt 0:250FL-MRY.GG5116, OX: I I ................................................................. OR. ............... .................... ....................................... :F 'OP Calculated Rcs:+;k*-6(Y.00 :Cbnfi�preion: OX - L24.2. dayer, ar Inboard G%ss coior_..Cjasr 18':Lary�j (14 Amn: :tkPV.§ IA ECOTchid1.6Wf6*-. No-CdicfnW j$rxMigh t O-s ;FPA #: FL242 NO -�-75'00 !Anc'h*6mg�-it4-"."r-LOO-Tii*. - >Suttsttate,>Corr eta L06,at: V-< 6 41. :Fnargy-Star; Dws...N.c . uwq Wh ide ..................................... I ...... I ........ : .......... ........................... 11.*OO.GX-50.6OOFLWGRY-'G.GW1.S xOX size: T--ype.:--Tgi-Tp.Mj p JtadavAk.Wor: Clear FAxe.d �Righf.MoVlnq-m :Gists -"& 5116".LaMi PVB,- W8 loicotorit i/4 -112-1A -18:946:0h HOW(Olmi fibbko".2 y ;'ca Pry I::stylet No.- 166of 'OP Calculated Rcs:+;k*-6(Y.00 L24.2. Anchoraw.114N., -tapeon-8 lgbek UmEador. 1, 'Whaft[dei'to MuII:*Vi6W:*otfi:.Out5Ida-. 71. 'S"700 -W INGUARP fstw sx.08Wx 70w. -I Y €1i11atratd:�olt�r:: Elegy -1 .00.0 PVB� 3f.10 - Am) 'Print Data- -jA20W P-06 �' .-bf6:* 1/12/2015 10:31:29 AM Timmie Green aw, mmnv-io&s,: 1 DP'.0 p 0 91cu C Wed i F PAX.* F L239; Ldbb :For &and:.lRtinQuarl '%rTurtl 46) V.49 POO# 410m iii, 0 'u.6 ................ 8" 41474OWNWA.0 SH 8801158-70 .......... ............. ............... ...... .................. ..................................... i V trzw. IX -211S O.LJO F'Fk ............... .................... i:Sizs'- 37-.00OW it; 62-400H ............. Qrti6Or(i;-. low lb aonw ..................................................................... : Oud rii mq O.J[46.; 0.. ............... !c4A. U. @nne ....................... ...... ............ ......................................................................................... FiiM.- type; kipin ................... pm. Oray Otbo ae–d ,61p .d ........... m xad s'�I-re i xz.�zs. 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P**6_015: , MIAMMME MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SXY 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w%mmiamidarle.1jovtecanomy PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls 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 falls to meet the requirements ofthe 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 "PW 701/ 720/ 820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD -720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami --Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Section. 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 Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jot�b atct Request of the Building Official. This NOA revises and renews NOA No. 11-lii�a�an�'fiis page 1 and evidence pages lel and E-2, as well as approval document mentionec ve. The submitted documentation was reviewed by l ime JK -G NOA No. 13-OM2.03 rtr aaus couwrY , (y. ® , �E4Pl�tlon Date: February 19, 2019 �]'l3INNW ° Al ` ° Approval Date.- July18, 2013 Page i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD -720-820, titled "Series Fixed Window Installation GuideIinee , sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202--94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL -3850, dated- 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 13--0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property ---Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. til) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT industries for their Series "PW - 701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on 02/19/14. Jaime D. Gascon, Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: Julyl$, 2013 E-2 IpNi-j � € Fos 'n j7 � jail gm IM I11y ll Z g� g Fff 1D70TECHNFL OLOGYDRIVE N. VENICE, 234275 P.O. BOX 1628 NOKOMIS, FL 34274 CERT.OF AUTH.42B298 (841)•430-1600 R FDCED WINDOW INSTALLATION GUIDELINES 411213 GENERAL NOTES & ELEVATION J ROSOWSKI ";7" NTS 1 OF 10 10 MD -720-M.1 �$ R 114 - �nNfiER �ro� l nt Fff 1D70TECHNFL OLOGYDRIVE N. VENICE, 234275 P.O. BOX 1628 NOKOMIS, FL 34274 CERT.OF AUTH.42B298 (841)•430-1600 R FDCED WINDOW INSTALLATION GUIDELINES 411213 GENERAL NOTES & ELEVATION J ROSOWSKI ";7" NTS 1 OF 10 10 MD -720-M.1 �$ R 114 m mma-. m ITwN� At AM S'2yy•SSii S ,j c SS'SiSSSSS o ppp WWW yyQQQg(( 1070 TECHNOLOGY DRIVE 3Raw2a 1 N. VENICE, FL 34275 P.O. BOX 15228 > = L7 •' �2,S,G NOKOMIS, FL 34274 _ �Ll :D `-.3 D— F i z – CERr.oFnuni.zee (841)-080.1000 (/)� Qv •nW �R ".^�` ' FD0?D WINDOW INSTALLATION 6U0)EIJNES 4N2719 ;tr2. h %G�j•'•••. .` DESIGN PRESSURE TABLES 1 J ROSOWSKI '�� '��:�� •,-NTS �j 2O 10$ MD-720-520.1 U 1070 TECHNOLOGY DRIVE ae.a 2 1 8 N. VENICE, FL 34278 - 9, > 7j �: • "•. r9o': P.O. BOX 1528 • & -! • c y'• Zf'= NOKOMIS, FL 34274 6 F0O:D WINDOW INSTALLATION GUIDELINES � 4M2/13 �•,,,.*-�`� DESIGNPRESSURE TABLES 2 J ROSOWSKI PW4= 14 NTS 3 O 10 p4l MD -720.520.1 I „� a E 1121112 -21 -1111 liiiiiiiiiiiiiiiiiiii Y limillilill.-.Ililll 1011111111111111111 11111111111111221 11111111111111112111 11111111111110 liiiiiiiiiiiiiii i I 1070 TECHNOLOGY DRIVE ae.a 2 1 8 N. VENICE, FL 34278 - 9, > 7j �: • "•. r9o': P.O. BOX 1528 • & -! • c y'• Zf'= NOKOMIS, FL 34274 6 F0O:D WINDOW INSTALLATION GUIDELINES � 4M2/13 �•,,,.*-�`� DESIGNPRESSURE TABLES 2 J ROSOWSKI PW4= 14 NTS 3 O 10 p4l MD -720.520.1 I „� dat lassagla sssssr1arars F? atlas REra : A ititIt a �x�.i Y222�� II x 'x•�?•� 2 8 8 �� :m ma �•� �� KP+3 Wxxxx. •2�2 a222�� -sqm H �t o 0> W2 mmpq$ m p��T ap8Z�-,yQ�e� •t��=N xg(m( p�� 5 ypO yS� • mi x rrA �'��bbb�4 I.R. 1 ^9 pp is a m um a V H--*(a=$��x m��a m8 xxxrxx� � V mm.s� _xNs•� WILoil y Ll 1070TECHNOLO6YDRIVE am• air N. VENICE, FL 34276 pffP.O. BOX FIL A 'y'• z < P.O.BONOKOMIFL34274 m-•1 9 �. z cSRr.oraurti.�zae (941}d80-1800 W� FIKED WINDOW INSTALLATION GUIDELINES 4/12/13 M�/ d DESIGN PRESSURE TABLES 3 J ROSOWSI4 PW -72a] +Oa NTS 4 OF 10 1$ MD -720.820.1 " Mill Shm � say Sx�86 ssg�� s3� Y 01 'a'ts. g0Fos *9 Id' w 'm 1100f4I3 f3§I3 [4:19 f3 " 111 �1 • rHug 0 0- 8 0 ® QWo! MIS 8.1 9881213" 2!28118 Eta F3 Q �a l3iaUd%s198 v t� m U E SL m —� met'yi3'est 'Id a L� i01 R& �� r7 fd ars g�09 � 1070 TECHNOLOGY DRIVE uo.3Leo2R-I XX 'CE � pyd •.� N. VENT FL 34275 l ,......... , qyf 0 ••. •S• P.O. BOX , FL G�2<=pff NOKOMIS,FL34274 lt"C*3' (941)480-1800FOLD WINDOW INSTALIA71ON GUIDELINES 4I7?l13 � -?/� •• iC RE TABLES 4 SOF10�Q EDGE DISTANCE CE INSTALLATION TYPE A WINDOW X a IN= W'IMIDWv ' HF]CTT vBB LIGHT HEGHr= %MNDOW HEIEIOHHT- 23/4• l"T 11.7AP O.C. MAX. INSTALLATION. INSTALLATION EMBEDMENT TYPE C TYPE BB EMBEDMENT 1XWOODBUDHSTfWP. T IW MAX SEE NOTE 2. THIS SHEET SHIM TYP. ANCHOR TYPE. EMBEDMENT AND EDGE e y' EDGE DISTANCE PERSUBSTRATE. —_— DISTANCE EDGE B SEE TABLE a TICS SHEET DISTANCE IW MA)7 612 STEEL SELF-DREE TA BMB_- (GB).BEE TABLE a THIS SHEET INSTALLATION METHOD D INSTALLATIONANCHOR UNDERMATHTHE BEADING l 11 EXTERQ 1 IOR MIAMI-,-DADDE APPROVEDMULLION (SEE SEPERATE N04 ALUMECRA, STEEL FRAMING OR STEEL STUD. SPF SUBSTRATE PROPERTIES. TABLE STHIS SHEET nnrirrcru�.rn,\4GIEXTERIOR CONCRETEt ;i m REQUIREMENT REQUIREMENT _ _ _. Alminr sm,wmo K,e' E4ro Wetemo Mh F.mbetlmm8 Me[ O.a 3PeekG IO Pkm (SG=o / BI2W614410 SS Sue6 to .�1IL' A3BBIam stem BlW tttl6 srB' 8S aoBt•• / Ge } IXV=DBItC1(BTRIP. P.T.8mE6Bm Pine 8N8' 13I6 17 612er614Shma—(G8) TB PIkt _ a atter • 12' 1r T Stem St W. Gr. 33 n2L 3r8 0MV 81I. • EMBEDMENT STM 2-tw t-XPCmmaW INSTALLATION NOTFA- Sb'4tS 86 CRI4FbIl (.h 3.38 k.0Im gE0(BREAENT 1. USE OMYANt2HOR4 LISTED ON THIS SHEET. FOLLOW EM®EDMENTAND EDDE DBTANDE LIMITS, �• . i 2lMDOD BUCf�DEPICTED ON THIS SHEET AS'1X',ARE SUCKS WHOSE TOTALTHICIWESS IS LESSTHAN I -,T2. IXWOOD BUCKS ARE INSTALLATION t'� C—le#WM2.88 - ,2.112""'r2-UY li. Bud 1Ptraeee VERTICAL SECTION B -B 3. FOR ATTACHMENT TO METH.: THE 8TRUCNRAL MEMBER SHALL BE OF AUM TO PROVIDE FULL SUPPORfTO THE WINDOWFRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER VOWOW OR MULLION NOAAPPLMSTO WHOLE SYSTEM. , 818' 8I�1 U@eoon2-112' 1B ``•q LYNN A "�i * � No. fiB70S • BTAiE F _, � ��•'. ,FLORtOP..��``�• A LYIGN 1181FH PE t+ IO j-4WMAXSRBM .�1IL' ' MSN. OF 3 THREADS BEYOND THE METAL SUBSTRATE } IXV=DBItC1(BTRIP. I SEE NOTE 2. THIS SHEET T T CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTFA- 1 �- gE0(BREAENT 1. USE OMYANt2HOR4 LISTED ON THIS SHEET. FOLLOW EM®EDMENTAND EDDE DBTANDE LIMITS, �• . i 2lMDOD BUCf�DEPICTED ON THIS SHEET AS'1X',ARE SUCKS WHOSE TOTALTHICIWESS IS LESSTHAN I -,T2. IXWOOD BUCKS ARE INSTALLATION t'� TIT. ANCHOR TYPE. EMBEDMENT OPTIONAL IF UNRCAN BE N9TALLED DIRECTLY TO SOLID CONCRETE. WOODWMDIEPICTEDA6'2CARE1-IXTMC(OR(CCEATER. DISTANCE TYPE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE S.THIS SHEET INSTALLATION TO THE SUBSTRATE OF WOOD M30TO BE ENS EYOTHERS OR ASAPPRDYED BYWHWCTYHAVSIG JURISDICTION. VERTICAL SECTION B -B 3. FOR ATTACHMENT TO METH.: THE 8TRUCNRAL MEMBER SHALL BE OF AUM TO PROVIDE FULL SUPPORfTO THE WINDOWFRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER VOWOW OR MULLION NOAAPPLMSTO WHOLE SYSTEM. ``•q LYNN A "�i * � No. fiB70S • BTAiE F _, � ��•'. ,FLORtOP..��``�• A LYIGN 1181FH PE EDGE DISTANCE INSTALLATION TYPE E wm�ow lm VISIBLE LIGHT HEIGHT= WINDOW SUCK HEIGHT - %WOOD SUCKSTRIP sumwt0 INSTALLATION )R FRALONG, SEE p- , TYPE O 40TE 2. THIS SHEET Ao mu- TeaJA3881eet EMBEDMENT 1 L.EL>BEDMENT IWIM SHIM 318•1r EDGE 1r e 1X WOW GUCKSTRIP. DISTANCE ' J�\ 1J4 MAX L`/ sm TYP. ANCHOR TYPE. EDSEDMENTANDEDGE DISTANCE PER SUBSTRATE. SEE TABLE 8, TNS SHEET ATCURVEO IS MEMBERS ONLY 7A'OA MAx PERANCHOR C-QURD:MEN IWMAXSHIM 012 STEEL SELF -DRILLING EMS�\ (08} IS T SHEET INSTALLATION TYPE H EI(T_j(E''RL�IOR _ V WAM.DAOE APPROVED MULLION (BEE SEPERATE M04ALUIBNUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE B.THIS SHEET INSTALLATION TYPE F 1X WOODaucxBTRIP, SEE NOTE 2. THI881DiEr TYP. ANCHOR TYPE. EMBEDMENT AND EWE DISTANCE PERSUBSTRATE. SEE TABLES, THSSHEET .--- EMBEDMH4T EDGE DISTANCE 11 .. XEXT RIOR 4 11 Vi8I8LE LIGHT Y/DTF1= --SII 8 �— WWDOWBUQtYemTH-23/a WZ,MDW M=WDTH PERANCHOFt HORIZONTAL SECTION C -C REQUIREMENT -- An.b. sumwt0 Mia Edpe Maa Deter MM. cm••^^^n o D.C.D.0 012.014410888em14 p- , St Ao mu- TeaJA3881eet S 318•1r • WX OF 3 THREADS BEYOND THE METAL SUBSTRATE 1r d12W#14 Steel SC NI6M 1X WOW GUCKSTRIP. Te 378'itA38 tm 3ArSVrUr CONCRETE PER 41088 GebFlea 2•r1r ANCHOR INSTALLATION NOTES: CenmON � ase 2r) r1r +/r Steel l ll— camrem 289 r 134' it 2 -Ur 1+'♦1S IT cMu, 2 -VZ t-ur 1z 6ro0k0 CMU 2-tir m1d•8Mel lAfueon C6Ntete (e0a 3.61t� 1.177 1+974- 1r TM a•1rr t 1r S MAXSHDe –111-r • WX OF 3 THREADS BEYOND THE METAL SUBSTRATE 1X WOW GUCKSTRIP. WE NOTE 2. THIS SHEET CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES: REQUIREMENT . _ 1. USE ON.YANCHORS LISTED ON THIS SHEET. FOLLOW EMSEDMENTAND EDGE DISTANCE Lwm INSTALLATION �... 2. WOOD SUCKS DEPICTED ON THIS SHEETAS•1)r. ARE SUCKS WHOSE TOTALTHCKNESSIS LESS THAN i -Ire. ARE EWE TYPE --- TYP. ANCHOR TYPE EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTOSOLID CONCRETE WOOD Bl1= DEPICTEDAB�ARE t-12•TH=ORGREATER. DBTANCE AeID EDGE DISTANCE Pot INSTALLATION TO THE SUBSTRATE OF 4WOD BOOKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAMM SUBSTRATE, SEE TABLE 9,THIS SHEET JURISDICTION. VERTICAL SECTION D -D a FOR ATTACMUENT ro METAL- THE BTRUCfURAL MEMBER SHALL BE OF ABQE TO PROVIDE F1AJ.8I�PoRTro THE WDlDOWFPM¢. 4. ff APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINOONOR MULLION NOAAPPL=TO WHD.E SYSTEM. TYP. ANCHOR TYPE, EMBEOMEMTANDEDGE +I EMBEDMENT DISTANCE PER SUBSTRATE, I SEE TABLE 10. THIS SHEET — INSTALLATION TYPE l:l 11 a �® vmmue LIGHT NSRw. WINDOW SUCK HEK91T- 2,W L4 INSTALLATION TYPE) 2x WOOD BUIL STRIP OR FRAMING. SEE NOTE 2, THSSHEET EDGE EDGE F_ DISTANCE DISTANCE EMBEDIMENT L va•MAx�oM �-j �- INSTALLATION TYPE L n0 STEEL SELF-DRILLIxi SMS (GU SEE TABLE 10. THIS SHEET INSTALLATION INSTALLATION _J - EDGE DITANCE TYPE J TYPE K 1!4•MAx EDGE DISTANCE --�-{ It SHIM 9ubSUate 2KWDODBUCKSTRIP 2X WOW SOCKSTRIF OR FRANDK SEE — MBs. O.C. a P.T. SOuVmpcpmm SUBSTRATE, BEE TABLE IO, THIS SHEET ORFMM®VgSEE NOTE 2, THS SHEET 2.12' x .13P Comnm NM]P.T. SwAra m PMs 3m• S NOTE 2, THIS SHEET P.T. I.PIM 3S' v TYP.ANCH OR TYPE. EMBEDMENT P.T. soam PNB 17 B EDGE DISTANCE PER SIIDSfRATE 0.097AWmW=.6083-7SMh BHe SEE TABLE 10. TFISSHE6T B 010 x 11 BLOW scrap IVW AMSIW GAS, w 3 008' tis00 ENS! Stuck. Gr. 33 SNB' S • MCN. OF 3THREADS BEYOND THE METALSLIBSIMTE EXTERIOR vE>stELKurrWIDTx= __� s vwwovY I1UCK WID7x - -- WWDOWB CK WIDTH 2X WOW BUCKET" � HD(TERIDR ORFRAMUMSEE n NOTE 2. THIS SHEET V �1l4•MUN(81� mAMIDAOEAPPROYEDMUuroN (SEE 8EPEMIN NO STEEHAMAIM, SSEELFMWNOE PROPS TIES. BEET BSTRATEIBSH PROPERTIES. TABLE tO,TIB881EET HORIZONTAL SECTION E -E TABLE 10: _J - EDGE DITANCE AraW 9ubSUate Mh Edp OIBNeee MBs. O.C. 2-,2' x.11 13 Bao NO P.T. SOuVmpcpmm SUBSTRATE, BEE TABLE IO, THIS SHEET B' 2.12' x .13P Comnm NM]P.T. SwAra m PMs 3m• S 2.12' x .148' MID] P.T. I.PIM 3S' v P.T. soam PNB 17 B 0.097AWmW=.6083-7SMh BHe 8 010 x 11 BLOW scrap IVW AMSIW GAS, w 008' tis00 ENS! Stuck. Gr. 33 SNB' S • MCN. OF 3THREADS BEYOND THE METALSLIBSIMTE _J - EDGE DITANCE INSTALLATION NOTE& TYP. ANCHOR TYPE EMBEDMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LOUTS, AND EDGE DISTANCE PR SUBSTRATE, BEE TABLE IO, THIS SHEET 2. wow BUCKS DEPICTED ON THIS SHEET As-ir.ARE BUCKS WHOSE TOTAL TIOCIESS S LEGS THAN 1-tV. OC WOW BUCKS ARE OPTIONAL IF LAST CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS WCARE 1.12•THMOR GREATER. VERTICAL SECTION F -F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYOTHERSORASAPPROVED BYAUTHWARYHAVWO A MSDICTIOAL 3. FORATTACUEMTO METAL: THE STRUCTURAL MEMBER SMALL BE OFASMETOPROVIDSFULL ffiRPORTTO THE WI DOW FRAME. 4. IF APPLICABLE. LOWER OMEN PRESSURE FROM F]THERWINDOW OR MULLION MMAPPLMSTO WHOLE SYSTEM. INSTALLATION TYPE M� Mo.m MYBE NO 6..O.C. 4 a LVImm SUOR HEIGHT VISIBLE LIGHT HEIGHT WINDOW SUCK HEIGHT - 25W 2XWOODBUOKSTWP OR FRAMING, SEE NOTE 2, THIS SKEET ISL librMAX SWM 11,THISSHEET EDGE C CONCRETER MU PERANCH OR REQUREh9W IMMAXMM --I �-- INSTALLATION TYPE O FOR THIS INSTALLATION METHOOOM ANCHORS MAY BE NO • MORE THAN e•O.C. 912 STM SELF-DRIUMG SMS (GO.SEETABLEI0, THIS SWEET INSTALLATION TYPE M INSTALLATION - EMBEDMENT Fox TH�siNSU—UloN TYPE N EMBEom>?4r' MSTHODOMY, MMOIS MAY BE NO 91IM • MORETHANrO.C. IX W000 BUCKETRIP. SEE 2X WOOD BUCKSTRIP NOTE 2. THIS SKEET OR FRAMING. SEE NOTE 2. THIS SHEET TYP.ANCHORTYPE, EMBEOM 04TAND EDGE DISTANCE PER SUSSTRATE. 8 9EETABLEIIJIBSSHBET nr D[EM r—ua•MAX 8HOM MM4MDE APPROVED MWJWV 1 (SEE SEPFFATE NM ALUNOIUM, STEEL FRAM/dO OR STEEL STUD. SEE SUBSTRATE PROPERTIES. INSTALLATION TABLE 11.7x18 SHEET TYPEN IxWNOT ZTHI SHE D SEE NOTE 8, 71198x557 IENT i EDGE Dlarawc;E VERTICAL SECTION H -H EMNDISTANCE 114 0NCRETEA MIMVIOWSUlBO'WIDT2- 7X,EONREMEM WBmOWEU G TWID H- --- WIND0WB1CKW01" E)CrEMOR HORIZONTAL SECTION G—G AroMW BuhWme MM MOM EMbad Mm. 0.0 BI2Wi14410888C1e1Y P.. PIAa BNS. AItl11111:A11� 3l8' Al 91S• �CT oXH3 � ItI m Y F p SZ 'd Gr. Dr. uL (i s m • 8NM S3 m3T 0.016' 8 B• r o P.TS&AmtPtro 6069374mm. BIIB• 918' lmw aoeT• 0• 0• 912 W9148tae18W4W(Gbj A9881eq 3M• � S• SVeel sum m. 99 34r a tem • Sr N4.41088 O4WWUmaded CMU' Am 247 1-1H• it cmWetM (WM1 9.96 I• 1514• 17 �, stem Lm— Caamte mta 2.IS T 1 Ir C..4. VITA 296 M 2-Vr 1-9.W IT 2.112' 1 -IN• 1r lM 2 -Ur =]r �e•S�Ulmwn CWpmte WM,9.6 1-V4• 13W 1r GfoWetlGN z-Irr ISN' 1r UMAU AMON NOTES 1. USE OMYANCHORS LETED ONTWS SHEET. FOLLOW EMBEOMEMAND EDGE DWANCE LMM 2. WOOD BUCKS CEPWED ON THIS SHEETAS *Ir, ARE SUCKS WHOSE TOTALTHICHNESS ISLOSTHAN 1 -VY. O( WOOD SLIM ARE 0PTIONILL IF UNR CAN BE INSTALLED DIREMLYTO SOLI) CONCRETE. WOOD BUCKS DEPICTED AS 'WARE MWTHICKOR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE EN0INEERED BY 0THERSORASAPPROVEO SYAUCHOWTY HAVING .AIRI80WTWN. 3. FORATTACH@ENT TO METAL: THE STRUCTURAL MEMCERSHALL BE OFA SEE TO PROVIDE FULL SUPPORTTOTM WINDOW PRAMS. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIESTO WHOLE SYBTEM. ft. 55705 Cr z !� STATE OF t[/� ��7iSS�0NAl E��``• g za �CT oXH3 � ItI m Y F p SZ O Z o ILI a O 0 ~ 2 z � 706 amt •mama eaPaS ft. 55705 Cr z !� STATE OF t[/� ��7iSS�0NAl E��``• vO "40 `FLANGEFRAME 1L4M FRAME FRAME R (SHOW N) OR CORNER KEYS AT SCREW BOSSES. SEALANTATALL CORD MDm PGT Poll Deemlp8on Meteml 1 42630 Fanged Frame Alum. 6D63 -IB 2 4286 Equal -leg Fmme Alan. 666376 S 4286 kdegml Fin Forma Akun. 8063.76 4 4265 7118' Lauri. Gass Beading Aima. MGM 8 4264 LG. (lass Bsadrg Alum. 606376 6a 4270 lInstaltallon Fastener Com Alum. 6083-T6 6b 4224 Installation Fastanm Cow Rlgid PVC 10 706880 Gasket(at 80° comer joints) Pdyefhylene 11 TP24716 Vinyl Buib WeathaMdp Flex PVC, Dum 86 N-1 13 Coa 808, 09 7700 BU -Ane or Bquk• 20 718M BetSrtg Black, Mara. 3'16' x 71W x 4' Neopnmre, DIM SS M-1 21 717MK Selling Block, I.G. 3318' x 1.3132' x 4' Nacpana, Duro. 86 H-1 22 WRAK716 711W DreaSsal Spacer 26 46 x 1.114' FH SMS Steldeea Steel 30 781PDX 98x I' Quad PH SMS SteWaea Steel ASSEMBLY DETAILS FOR FIN FRAMES WCORNER FRAME ASSEMBLY MITERED FRAME WITH WTEr00R AND E fER10R FRAMEWELOB (SHOWY!) OR CORNER KEYS AT SCREW BOSSES. SEALANT ATALL CORNERS ,094' �-�►14.F� A94' 270J1�� A74' r .062 074' r ASY 11 1870' 13. 1A1S -IT f 1A � .�� OFLANGE FRAME EQUAL -LEG FRAME 04263C, 600376 2 04286, 8083 -TS 7n8' LAMI OGLASS BEADING 04266, 6061-T5 878' Lo. owss 5 BEADg4G 04264,6063-T6 ASP 2.I.t- TL ,074• � .� .800' 43W 1.128 L— .077' 3 FIN FRAME 04266.808376 —►{ 1.037 INSTALLATION OFASTENER COVER 04270, 608376 I �0�►DF MIAM MIAMI -DADS COUNTY. FLORIDA a PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 118(15 SW 2e Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2501 NOTICE OF ACCEPTANCE (NOAH wwtnrmiamidadenavZgeral PGT industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of canstruction- materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA 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 tenting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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 "HR --710" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets i through I 1 of 11, dated 02/28/2006 with the latest revision "E" dated 10117/2011, prepared by PGT Industries, Inc., dazed 02/01/2012, signed and sealed by Anthony Lynn Miller, 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. 1VIISSH,E IMPACT RATING: Large and Small Missile impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturWs name or logo, city, state, model/ series and following statement: -Miami-Dade County Product Control Approved" unless otherwise noted herein. RCNEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERhMATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided W 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.11-0630.02 and consists of th,OPMAjavidence pages E-1, E-2 and E-3, as 60 well as approval document mentioned above. a�`��QUa 11?" The submitted documentation was reviewed by Jau'e'i�. G'$ S E , m ecouNrVY NOA No. 11-1114.04 r $ IV 't. UxphvMon Date: December 21, 2016 y ; 4p#roval Date: February 16, 2012 ��® Page I MIAMI•QADE DRAW—RADE COUNTY. FLORIDA BE PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Sum% Room 208 AFFAIRS (PERA) Miami, Florida 33175-2174 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) zwwmiamidade.eovAevelonmeW PGT Industries 1070 Technology Drive North Venice, FL 34275 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 PERA- 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. PERA 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 ITD-101" Outswiug Aluminum French Door w/ wo Sidelites -L.M.I. t APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision `°D" dated 08114/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. 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, modellseries, and following statement: "Miami Dade County Product Control Approved", unless othertivise noted herein. RENEWAL of this NOA shall be considered a#%r a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job'-rP the Building Official. This NOA revises and renews NOA No. 11-1013.21,s ge 1 and evidence pages 1 and E-2, as well as approval document mentionedtGEtVS� Tlie submitted documentation was reviewed by Jabe DAia�eo P: E. ° 1< e N 1 AF7 °. NOA No. 12-0516.02 r�rrcoAoscoExp1nWon Date: October 18, 2017 � j T Ooval Date: August 30, 2012 (y,F� �� Page 1 N n PGT Industries Inc. f NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED E A. DRAWINGS 1• Manufacturer's die drawings and sections. 2. Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and seated by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864, dated 04/02/12, signed and sealed b Mar 2. Test reports n.,. 1) Air • i w. trutfon Y lrri D. Rrincns� U �' e , per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 . along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previatu NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-201 0, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300--02/ 04 D. QUALITY ASSURANCE 1• Miami --Dade Department of Permitting, Environment , and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacitee PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. f • t Jaime D. Gascon . E. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 E-1 Approval Date: August 30, 2012 , tR PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FT"864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I.", approved on 11/23/11 and expiring on 10/18/12. E-3 l 7 Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE 1. GLAZING OPTIONS: A. 318' LAMANOM. L402.1 CONSISTING OF 0) LITE OF 11W ANNEALED GLASS PLUS AN .01D PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. B. 3W-LAMI NOM. (.402") CONSISTING OF 0) LITE OF 11W HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR 3AFLDVKEEPSAFE MAXIMUM PLUS (1) LITE OF 311W HEAT STRENGTHENED GLASS. C. 7118' LAMI NOM. (AS" CONSISTING OF (1) LITE OF 3110' ANNEALED GLASS PLUS AN .090 PVS INTERLAYER OF DUPONT BUTACRE OR SAFLE MEPSAFE MAXIMUM PLUS (1) LITE OF 3110' HEAT STRENGTHENED GLASS. D. 711W LAM] NW. (A661 CONSISTING OF (1) LITE OF 3116` HEAT STRENGTHENED GLASS PLUS AND90 90 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE)AXEEPSAFE MAXIMUM PLUS (1) LITE OF 3116° HEAT STRENGTHENED GLASS. — INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3116• HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130004. ® B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1360-04. 3. CONFIGURATIONS: X, 0—)0 XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCITORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, MCLUDWG BUT NOT LIMITED TO STEEL SCRI . THAT COME INTO CONTACT WITH OTHER DI881M6AR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. S. SHUTTERS ARE NOT REWIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: ATEST REPORTS FTL-4984, 8212 8 SM; ELCO ULTRACON NOA 11.0406.01,12-0126.09; ANSVAFBPA NDS -2W8 FOR WOOD CONSTRUCTION AND ADW2WS ALUMINUM DESIGN MANUAL B. THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (FM4Z). B. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A THE LOWER—DE8It3N PRESSURE FROM TABLE 1.OR P. PREVAl1.8. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 8), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTEP G SITE v"-rw. vn HS. GLASS 3118" HS. .090 PV13 INTERLAYER GLASS (DUPONT BUTACITE OR SAFLEXIKEEPSAFE.. MAXIMUM) 3V NOM. GLASS STACK 3/8" LAMI NOM, GLAZING OPTION A OR B, NOTE 1 mimp�'lllipm" 7/16" LAMI NOM. GLAZING OPTION C OR DLNOTE 1 1-2 F Goa 114" AIRSR 3118" TP. GLM TOPIC SHEET vV $ a GENERAL. NOTES ......... 1 j p � CONFIGURATIONS........... 1 K GLAZING DETAILS.__..... 1 -a DESIGN PRESSURES...... 2 ELEVATIONS .......... ....... 3 W VERT. SECTIONS ............. 4 W F NORM SECTIONS R WQ PARTS LIST ............ _....... EXTRUSIONS ........ _........ 8.7 y O e!f ANCHORAGE ........... _.._ S•10 QQ� (9 WyW Z O IGLASSABSREVIATIONS AN. ANNEALED p Z t8 U HS. = HEAT -STRENGTHENED rij p TP. -TEMPERED. Z Z lL3 N Q loo 10 G AW 94 _311W HS. GLASS .090 PVB INTERLAYER _ tAT" HS. GLASS (DUPONT BUTACITE) 13118' NOM. - GLA83 STACK 13/16" LAMI IG NOM. GLAZING OPTION E, NOTE! a LW ) 3/16• AN. OR HS, GLASS 3118" HS. .090 PVB INTERLAYER GLASS (DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM) 7118' NOM. GLASS STACK 7/16" LAMI NOM. GLAZING OPTION C OR DLNOTE 1 1-2 F Goa 114" AIRSR 3118" TP. GLM TOPIC SHEET vV $ a GENERAL. NOTES ......... 1 j p � CONFIGURATIONS........... 1 K GLAZING DETAILS.__..... 1 -a DESIGN PRESSURES...... 2 ELEVATIONS .......... ....... 3 W VERT. SECTIONS ............. 4 W F NORM SECTIONS R WQ PARTS LIST ............ _....... EXTRUSIONS ........ _........ 8.7 y O e!f ANCHORAGE ........... _.._ S•10 QQ� (9 WyW Z O IGLASSABSREVIATIONS AN. ANNEALED p Z t8 U HS. = HEAT -STRENGTHENED rij p TP. -TEMPERED. Z Z lL3 N Q loo 10 G AW 94 _311W HS. GLASS .090 PVB INTERLAYER _ tAT" HS. GLASS (DUPONT BUTACITE) 13118' NOM. - GLA83 STACK 13/16" LAMI IG NOM. GLAZING OPTION E, NOTE! TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, Om & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A B, C, D OR E HEIGHT XWIDTH XXWIDTH 66.793!4° 76-833/4" 87314" 1 913/4" 66-95314" 36 371/2 -le 713/,V +75.01-75.0 +75.01-76.0 +75.01-75.01+75.01-75.1+76.01-76.01 E LITES WITH GLASS TYPEAk +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4 �: 6 +75.0 -75.0 +750 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 R +75.0 -75.01+74.91 -74.9 -1 -70.4 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES S, C, D ORE 38 3/4" +75.0 -75.01+76.01 -75.01+76.01 -75.0 +75.0 1 -75.01+75.01 -75.0 8.3W LAMI (18- HS, .OBD PVB. 3fl W HS) TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, 8, C, D OR E HEIGHT XWIDTH XXWIOTH 86-79314" 76-83314" 87314" 91314" 86-983/4" 26 25112" 46 47 3/4" +58.61-58.6 +55.4 1 -55.4 +52.4 -52.4 +49,8 49.8 +47.4 -47.4 271/2 51-4 -.91-54.9 +61.8 -51.8 +49.0 49.0 +46.5 46.6 +44.3 44.3 281/2" 26 3110 653/4" +51.7 -81.7 +48.8148.8 +46.1 -46.1 +43.8 43.8 +41.6 41.6 56 59 3/4" +49.0 411.0+462 -462 +43.8 43.6 +41.4 41.4 +39.3 -39.3 26 33112" 64 63 314" +43.1 -43.1+43,1 43.1 +41.5 41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67314" +38.1 -38.1 +38,1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 36 37112" 66 71314' +34.0 -34.0 +34.0 -34.0 +34,0 34.0 +34.0 34.0 134.01-34.01 0 WIDTH GLASS TYPES A, 8, C, D OR E 103!4" 1+75.01-75.0 +75.0 -75.01+75.01-75.0 +75.0 -75.0 +75,0 -75.0 O 12 3/4" +75.0 -75.0 +75.0 -75.01+76.0 -75.0 +75.0 -76.0 +75.0 -75.0 SINGLE 19" +72,4 -72.4 +88.5 -M.51+65.0 -65.0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 2134" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +62.4 -62.4 27 314" +52.9 -52.9 +49.9 49.91+47.2 47.2 +44.7 44.7 +42.6 42.6 3618" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 314" +34.0 -34.0 +34.0 -34.01+34.0, -34.01+34.01 -34.0 1+34.01-34.0 NOTES: yxopucrae r"^ 4 �: 6 1. GLASS TYPES: A. 378' LAM] (1/8" A, .080 PVB. 3118" HS) Acc"pnvx" Ne >00�81° . • . 8.3W LAMI (18- HS, .OBD PVB. 3fl W HS) C. 7/10' LAMI (311(" A, .DBD PVB. 3118' HS) D. 711W LAW (3118' HS, .080 PVB, 3116' HS) ® E.13/18° LAMI IG (3f16" TP. IW AIRSPACE, U8" HS, .090 PVB, 3116" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2MAX 0XlXnWInTl4 . 711M r 8 MAX. OXO WIDTH "109112' O MAx XXOIOXX WIDTH =107 YC a MAX. OXXO WIDTH "143314" cc 3. SINGLE DOORS 33 Off WIDE OR OVER AND THE QPERABLE PANEL OF DOUBLE DOORS 64 VB" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE W FBC. NARROWER DOORS MAY BE USED WHERE EGRESS L9 NOT REQUIRED BY CODE. CW J 4, DESIGN PRESSURES UNDER 40 P.B.F. ARE NOT APPLICABLE IN MWM14 ADE COUNTY. W p O COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: 6. EXAMPLES OF COMB to eC ad 0 O EX. A FROM TABLE 1. t� w ly N OXO WITH GLASS TYPE A 0 30" WIDE x SO' HIGH 801GLE DOOR WITH 28` SIDE LITES 'a DESIGN PRESSURE =+67.61$19 PSF Lu C EX. B FROM TABLE 1. ZZ OXXO WITH GLASS TYPE A Q- c yl 8B" WIDE x SW HIGH DOUBLE DOOR WITH 36112' SIDE UTES a DESIGN PRESSURE "+70.41-70.4 PSF EX. C FROM TABLE 2 OXO WITH GLASS TYPE C 30° WIDE x 87 314' HIGH SINGLE DOOR WITH 28' SIDE UTES DESIGN PRESSURE "+43.61.43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3W WIDE x 60' HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE =+43.11.43.1 PSF $ 8. FOR COMBINEDDOORAND SIDE UTES FROM TABLE 1, WHICH ppd B� REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 6 FOR REINFORCEMENT DETAILaN�% v��!"� �7" 6,V�i4 g•d Oz Z : rd 2oyf. .. ; •�� . ............ `�, < 73 U2' MAX. f'-38 314" MAX IE=L� o SEE NOTE 4 OX OR XO �-- 37 1!7 q MAX } �hsl!l 314' P493 MAX HT. 84316 MAX. DLO TYR .... 109112' MAX. -- ---3U-nY4"—" -SEE NOTE 3 +—�MAY4 –_� U X SEE NOTE 4 OXO —71 314° r 24 8118` MAX I -OLD (TYP) co 36314" . MAX 33 8B' MAX. ----1433f4-MAX.— SEE -143314-MAX. 7--SEENOTE3 MAX to N o6 u. O � SEE NOTE 4 OXXO 4'I SEE NOTE 4 �G G 06 314• MAX (TYP-) S4 38' MAX. DLO (TYP.) DOOR DLO HEIGHT ' HEIGHT -11 38' DLO WIDTH W ' DOOR WIDTH -1216/18' DLO WIDTH %W' DOOR WDTH12 -11 5Y18' DI x 1-. cl�j LX &.INAC IC Fj � F SIDE LITE .1L DLO HEIGHT'' HEIGHT Al Ur A � x -- - A B O DLO WIDTH WIDTH -3118' NOTES: 41 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10, 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP'X' AND I" DOORS BY 314' WHEN ASSEMBLED TO MAKE -AV, roX','OXa =a.'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABR.ITY SHEET 2� 5. CLEAR OPENING FOR X AND'" DOORS AS FOLLOWS: (W DOORS c WIDTH - 5.846) W DOOR' DOOR WIOTHI2 -4.078) n� to N o6 u. O � V N 1-u O 2 Z too y Z C d N F LL f 13 gg�6 iqOO Zi3{y y ��'� Z � ri'• �` W ��lf ll111111111 a -� EXTEwoR Irv_rEwog d 10 1 2 60 A S2F 37 -- 64 AT HEADMAMB BO -114 Q 65 ATSILL/JAMB CLEAR -COLORED SEALANT N g EXTERIOR INTERIOR 62 0� �v 83 j qqqqqq = E 0 Z ° � o rp W U MAX OLD MAX MAX DOOR DLO HEIGHT MAX SIDE 62 LITE 6 f�� (7 W Z K - - ---- HEIGHT SL VIEW G -G �3 30 81 CORNER ASSEMBLY IAW ;, 13 DOOR SECT. A -A SL SECT. B B VERTICAL VERTICAL y •. li ,,rvb:•••••...••••'o`�`��' r----- _ - - MAX xX' WIDTf+•---- DLO - --- MAX. T WIDTH----- - 'XX' SECT. C -C �„ \ HORIZ. 46 4b ! g7 SPACING, SAME AS Fes ---MAX. SL WIDTH --1 ( JAMS ANCHOR SPACING I I / (SEE SHEETS 7, S AND 9) ~ DLO'I U \ (2� NOTES ON SHEETS 1 & 2D 1 SL SECT_E-E 62 FORAPPLICABILITY HORIZ. (DOOR W! SIDE LITE) MAX. DLO INTERIOR AIIIr7 e V EXTERIOR MAX. SL WIDTH 62 66 MAX. DLO SL SECT, F -F HORIZ. (SINGLE SIDE LITE) C7m O& Q W[ ui 4 .gP 80 m �'rrmmu.a. y p to a 10 LL c!)O O $� N N Z ce 0.N c4jgLL �O gpO d 8S O& Q W[ �'rrmmu.a. /0\ ® ITEM DWOA IPGT# DESCRIPTION em+du""p mma 8d�dw 7.. 1S�(o.O g ?D )� ITEMDWG# lPGT# DESCRIPTION 1 9436 60411 FRAME HEAD W 9200 89200 95ELJTE HEADER 2 1010 80300 WS7P.,Q-LON .190 X.375 HIGH 61 9210 8821 IDELITE BILL 3 7070 67070K BULBWEATHERSTRw.187X.360HKiH 82 8188 80381 SIDEUTE JAMS 4 986 7988X FLUSHBOLT STRIKEPLATE 1188 781POA #0 X 1.000 QUAD PN. SMS 8 838 79MX 2 PT. LOCK STRIKEP TE 64 898 HEADGASKETS (STOCKING /!/6988 6 868 7988A FRAME HEAD STRIKEPLATE BACKING PLATE 88 889 70M SILL. GASKETS 070M9 7 7832X12FP 013-32 X.600 PH. FL MS - S.S. W/SIUCONE PATCH -W 834A 81841M S0)EUTE JAMB ADAPTER B 988 70M GASKET (BETWEEN THRESHOLD & FRAME JAMB) 67 Al2 X 1.006 SHEET METAL SCREW KV O 8 MB 76M8 GASKET (BETWEEN HEAD & FRAME JAMB) TO 712653K SET MNG BLOCK, 3132' X 114` X V W/PSA. SS +/-5 DURO. 10 86?A 8933018 F R HEAD ADAPTS 71 71 S BLOGK, 1718' X 112 X 1` W/PSA, 88 +! DLIRO. O D; -� F N ®� gnD~�' d C. 0. u1 $ G N a5 � = U LL y p p o o U. O co co c EL 12 1670 871870 . WSTP, .350 RD FDA M FILL T -SLOT SBURY932D11 73 9N 6988 U 13 1100" 81I004M OUTSWING 1HRE OLOCHANNEL R ® 74 BEAD. 13110" IG 14 11009A 411001A ACETAL SPACER .068 HOUSE C710N MOLDED 80 8 14 114' KJ SPACER 18 11002A 41 1002A ACETAL SPACE .696 M, E INJEC710N OLDED 91 STP240 BULB, THIN ED IN EXTRUD D BEAD) 16 11003A 411003A ACETAL SPACER. 118E OWECTX)N MOLDED 82 94988 BEAD, INTERIOR O. Z LO 20 9150 803M FRAME JAMB (OUTSWING) [d� 83 1224 OTP247 THXXK ED IN SGRUDED BEAD +/-1 DURO. 21 1010 SOMM WSTP.,Q-LO .1M .375 KGH 84 80JCONE, DOW BM OR 983 22 88806M REINFORCEMENT, 1.000 X 2780 X 0.650, W51-75 9S OLASB, LAMI - 118' A..99 PVB. 3118` HS 23 1140 78X112PSATS 96 X 1.800 PH 80 A T/8 M 16LASS, 318' LAMI - U8" .M PVB. 3/18' HS 24 1048 71048 JAMB SCREW COVER 97 GLASS, 7/18' LAMI.3/18' A, .90 PVB. 3118' HS 26 930 4172IN STRIK9 PLATE INSERT 98 IGLASS, 7/18" LAMI - 3H8' HS, .80 PVB, 3118' H9 28 1118 710)34PFA 010 X.750 PK FL SMS ® B9 GLASS, 13118' LAM 10 - 18" TP, U4';WWACE, UB' m..90 PVB, 3118* H8 27 7070 87070K BULB WEATHERS". 1 7 X.3W HIGH jDFADooLTLOCK 30 1910D 16910 DOOR PANEL, TOP & BOTTOM RAIL (( �_1 .068-�-IFr- O OUTSWUVG THRESHOLD i 3 CHANNEL COVER -TB •gg5--..� .125 V TUBE MULL �J 6983-78 = 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRM HINGE EXDtUSION 33 1178 71068FP W,B ®10X.825 PH. FL SMS g �+ 8 1130 35 BTRODA 5118.18 THREADED R 38 7 5/ 6-1 FLANGED HEX NUT p 37 914A 80379M WEATHERBTRO+C L R ID• d $$ iT $ 38 -78-34—FFT— 69 S P. FL 39 907 70M7 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES 40 1023 878240 WSTP., .187 X.269 HIGH, FMSEAL�Oj At 928 41720 SL BOLA UNACTIVPANEL NL 42 1148 8X1 FPAW 118 X.869 PH FL SMS TYPE UDS 43 1212 7P30GG SILL DUST PLUGPKQ 44 §N8983 DOOR PANEL AS GAL 1 Ol1T8WING) 48 9848 8884 DO R PANEL ASTRA 2 (0 4F 1213 8020 K WSTP.,Q-LON.IS0X.200HIGH 47 929 —74U-0OK LOOK BIIP .41707 & 41708 ��... a3 rrrrrr °•': > : 4 '� • s' i Z �'• j i uJ, ,� ''rryr 'r*ii� �"0 48 1139 7834E 0 PH. FL SMS —2 PT.— 49 M2 FDTPTAY 2 PT. OUR —ASSY. 60 BRISOFS RUBBER SLEEVE - 81 930 41721 ISTRIKE PL INSERT (INACTIVE PANEL)r�� 52 931 7FRSPX DFAOSOLT STROKE PLATE 63 1118 710X94PFA $10X.760 PH FL SMS 64 987 70867X HANDLE STRIKE PLATE 55 1118 710X94PFA 1#10 X .750 PH FL. SM —'.p -='-.M OOR PANEL DOOR PANEL 30 TOP 8 BOTTOM RAIL 31 SIDE RAIL DOOR PANEL 6083-T6 6063 -TB O INTERIORASTRAGAL `'� SOWTS --3.111 1 1,28l 1 I _ 850 .76D 663 oso 1.400 J1I- TS p\� FILLER HEAD ADAPTER O 8TRUSS 083•TBCLAMP 3 3GLAZNG BEAD CJ 6063-T6 �--3.100- 4 3.D �+-00� - - � - T- I ' 1.272 1.479 - 1L .060 I 6.468 OFRAME HEAD 6.086 ,076 6063-T8 .O*T079 - --- -T • 1 1.489 .4x88 --- 1 3.000 ------- .l 11 O OUTSWING THRESHOLD SL HEADER 6063 -Te 60 6083-T6 4. ODOOR PANEL EXTERIOR ASTRAGAL 6083.76 .863 630 2 7118' GLAZING BEAD 6063.78 g�SL SILL 6063.76 1.878 .oso� 3.000 82 SL JAMB 6063-T8 2.M .060 --h SL JAMB 6JADAPTER 6003-T8 HINGE 32 0083 -TO ---.,72 A 630 .883 11- 74 IO GLAZING BEAD 6063-T6 -J r1.4801� I .066. ,.620 I — aw "'I WEATHER 37 STRIP CHANNEL - ID -.060 6063-76 DOORFRAME, 20 JAMB W53•78 0.378 2.'126 ,128 lil 1.878 .oso� 3.000 82 SL JAMB 6063-T8 2.M .060 --h SL JAMB 6JADAPTER 6003-T8 HINGE 32 0083 -TO ---.,72 A 630 .883 11- 74 IO GLAZING BEAD 6063-T6 HEAD �J �ZONE"C" I HEAD �y.. �ZONE 'D' - HEAD I ZONE°D°-1 1..� HEAD �I I ZONE'E' I y� HEAD I ZONE "D"�ZONE-0 HEAD ...I 1 PRo m a+ �PIY1a6 �sl1b Uro RlmidO A x = MINIMUM JAMB ANCHOR LOCATION. P • p X XX O XO OR OX z- n ADDITIONAL JAMB 08 S ANCHOR LOCATION, REQUIRED PER TABLES Q 3.7 ON SHEET S. O 8 SILLSILL SILL SILL _4 ® ~SILL I SILL I ZONE"O"~ �ZONE V ZOED''� A �ZONE"V �ZO E-W—r7ONE'S~ SEE TABLE 3.SHT. 9 SEE TABLE SIT. T. 9 SEE TABLE 8 BHT.6HT _9 SEE TABLE S.. . 9 U O as O co WAD EXAMPLE ZONE HEAD 2� HEAD HEAD zap ZOO HEAD HEADHEAD ZONE r �ZONE'P� .E° ZONE o ZONE °F'� 1 r ZOE'F°�ZOE'F'.E. 1 ANCHORAGE SOLUTION WO Z a .E. -E" I FOR A CONCRETE OXXO INSTALLATION oM a Lu U U ulu A. 19' x 83 314" SIDE LTTES'B" AND 'E' ZONE ANCHORS FROMc aJ tN O T 7, SHEET 9. CS adQ = :g OXO s o XXO OR OXX OXXO -- -- -- --- a B. 71314" x 83314" XX DOOR ZONE P ANCHORS FROM TABLE 4, SHEET 9, EACH '17 ZONE.&TX SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTAL$ (4) TYPE 1 OR 2 ANCHORS n d SILL SILL SILL ILL ILI EACH JAMB AM2+B+S+2=(14) L „�, SRL 4 SILL ,�, SILL 4 „� �, � SILL SILL �, ,� ZONE ZONE ZOE ZOE ZONE TYPE 1 OR 2 ANCHORS AT HEAD ZBL E"P ZONE "E„ A ,E, 20NE T ZONE'F" "E° ANDATSILL. SHT.0zoNE BEE TAB------ SHT.9 SEE TABLE T.�SHT.8 SEE TABLE 7�SHT.8 EXAMPLE OF ANCHORAGE _FORA 71.3/4"x83 314° 90C DOOR ♦ o ANCHOR LOCATION FOR •'•.'Gy WITH 19° x 83 34" SIDE LITES (SEE SOLUTION AT RIGHT) EXAMPLE ABOVE ®. JT'• �•i ; 6 NOTES: �- _:a_ 1. APPROVED ANCHOR TYPES ARE: 1.1!4" ELCO TAPCONS 21/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.02 SCREWS F O 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETEx SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. r •.$ u . �'• Jtp JAMBBJALLLl 131/4" MAX. FROM CORNERS AND 231/8' MAX O.C. HEAD.SILL OF DOORS: 8' MAX FROM CORNERS, 9' MAX FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. y. .....•"�� < HEAD & SILL OF SIDE LITES: 8" MAX FROM CORNERS AND 24 314" MAX O.C. ' ''i�pRO��` 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET & 11 2x WOOD 1. 134" 13/4" 1 2X WOOD 1+ 1314" - .-I- 1 314' MIN. E.D. BUCK, NOTE 2 3.4 KSI MIN. CONC. I MIN E.D. � M EA. I BUCK, NOTE 2 3.4 KSI MIN. CONC. i '�1XWOOD BUCK N „I— 13W TYPE1 -�— 1Xw000 r ,;.• :vt ..318'TYPE1BUCK,NOTE2 ^_ :�13/4'TYPE2 �--.. 3W TYPE2318' [ ,, :..; .: .. ti:;'s�-13/8'MIN.iMIN. --__..�1/4' MAX.S MAK 114'MAX 114' MAX A�-N.I`E SH1MWOOD �T• 4S SHIM SHIM EXT. ANCHOR CONC. EXT. CONC. WANCHO(t, TYPE 2 OR 3, ANCHOR N p -- NOTE 1 NOTE 1 DOOR HEAD (WOOD) DOOR HEAD (GONG) 13;a.TvP i OR 2 (CMU ) NDTB1 o a 13W - ----- ) SIDE LITE HEAD (WOOD)SIDE LITE HEAD CONC 1314- TYPE 2 (CONC) - — — (CONC) a 1/4 MAX. SHIM MIN. 114' MAK --,� 14- _ N SHIM 1f4• MAX SH64 - V4' MAX SHIM A 3Ar ';y{ ii r 1 TYPE 1 (CONC) WOOD bw i r': 3f4* MIN. E.D. 1318' MIN. 1 4• 13/4' TYPE 2 (CONC) ANCHOR , •. CONO• ... ANCHOR ••• F - 7 ON CONC �••..� ,r C.b'%:{: NOTE 1 STAGGERED ANCHOR r •r. CENTERS,. ON ••;% `A ,_i;'. w•'. ISKSIMOACMUOR y G O) .- U - TYPE STAGGERED _ � ` cr: 3.4 KSI MIN. CONC. y .6 c .1314° MIN. E.O. 2 OR 3, CENTERS, n ='i • !•' �` 1;' NOTE 1 NOTE 1•..•; 314• M84. E.D. TYPE 4 r'�,,•: •. 1 120R3, 2%WOOD. 1X WOOD BUCK, —�-. 2X EXT. WOOD NOTE1 . ••tl 1.8 KSI MIN. CMU OR W (D f3 a O O r fA BUCK NOTE 2 NOTE 2 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK NOTE 2 DCT. p U DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) --- - _ w z -- — ANCHOR TYPE 2 CONC. ANCHOR, PE 2 OR 3 NOTE 1 CONC, ANCHOR, NOTE I OR 3, NOTE 1 1X WOOD NOTE 1 EXT.' NOTE 2 ESHIMMAX EXT. NOTEIC MAX 114• MAX V4' MAX SHIM SHIM Z fD Q to Q R o d N N Q I6�p *WUUOEXT ---BUCK, MIN. �•r44; .:. .�; 13I8'TYPE11318'MM.is•"' :13/4TYPE2 3.4 K41 MIN..{3'4•TM23A KSI MIN. CONC. NOTE 2 A71X E.D. CONC. S' .�•.4L tyi �?::i ; ffiBUCK, 2X WOOD BUCK NOTE 2 DOOR SILL (WOOD) DOOR SILL (GONG) d SIDE LITE SILL (WOOD) MIN. E.D. SIDE LITE SILL (CONC)� _NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED ELCO 114" TAPCONS EMBEDDED 1 3B• MIN. (TYPE 1) OR 114' S34 ``ttt tt II rrrr CINE -FLEX EMBEDDED 1 3W MIN. RYPE 2J. THE MINIMUM DISTANCE FROWCENTER OF ANCHOR TO CONCRETE EDGE IS 1314•. FOR WOOD INSTALLATIONS USE `� ........... r #12 012 SCREWS, G6 (TYPE 3) OR ELCO 114' SS4 CRETE -FLEX ANCHORS EMBEDDED 1 318' MIN. (TYPE 2). 2. r ••.62� WOOD BUCKS DEPICTED AS ix ARE LESS THAN 1 VY THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). i r�i'RE,. Q oZ _ _= A IF SILL 0 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON•METALUC GROUT (3400 PSI MIN.), (DONE BY OTHERS) ": y MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS' WOOD, 330 FELT PAPER 0 y0y1 �: OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • •.. .......,• Vl 0 rrrp,nittt�t` M IAM P:MDE-,UA011 DADE COUNTY, FLORIDA t PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOIIIC RESOURCES (RER) 11805 SN 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) iYww.miamldade goy/economy PGT Indushies, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 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 AHI (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 "SGD--770" Aluminum Sliding Glass Doors w / 90° & 135° corners - L.M°L APPROVAL DOCUMENT: Drawing No. PGTO130 (former PGT0002 Rev C), titled "Series 770 Alum. SGD - LM Impact", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and sealed by Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- Dade iamiDade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each- unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. T`F,RiVIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall hvdone 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 jba�glato}1e request of the Building Official. This NOA revises and renews NOA No. 14-012,30.01d i these pages 1 and 2, and evidence pages &-1, E-2 and.E•-3, as well as approval doc ica ovd'.�, The submitted documentation was revie�ved�} �: 'v � Mit nAna couN • .� � 6� � NOA No. 14-0128.11 N .e Ift1gration Date: February 17, 2020 4 rovel Date: February 12, 2015 2� _ V jR Fi _/ a o Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. -DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No. 14-0123-10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 01 through. 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and sealed by Lynn Miller, P. E. B. 'TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked --up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 14-0123.10) 2. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5980--R, FTL-6001-R and TTLr--6015--R have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0128.11 Expiration Date: February 17, 2020 Approval Date: February 12, 2015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -5980, FTL-5993, FT"036, PTL -6001, FT"0149 FT"015, Y11,60171 FT"023, F'TL-6024, FT"025, FTL-6028, FT"031, FT"033 and FTL-6036, all dated 08/10/09, signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010 and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/30/15, signed and sealed by Lynn Miller, P. E. 2. Glaring complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11116. 2. Notice of Acceptance No. 11-0624.02 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont SentryGias® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC e Edition (2014), issued by manufacture, dated 12/17/14, signed and sealed by Lynn Miller, P. E. 2. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P. E. (Submitted under previorts NOA No. 14-0123.10) 3. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P. E. (Submitted un der previorq NOA No. 14-0123.10) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0128,11 Expiration Date: February 17, 2020 Approval Date: February 12, 2015 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL---7554, issued by Fenestration Testing Laboratory, Inc., dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 14-0123.10) 5. Proposal issued by Product Control, dated 08/12/13, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 1 4-01233.10) 5. Laboratory compliance letter for Test Reports No.'s FTL-5980-R, FTL-6001-R and FT"015--R, reissued by Fenestration Testing Laboratory, Inc., all dated 12/29/09, signed and sealed by Julio Gonzales, P. E. (Subiniited under previous NOA No. 09-0826.10) 7. Laboratory compliance letter for Test Reports No.'s I{ 'Lr --5980, FTI -5993, FT"036, FT"001, FT"014, FTL-6015, ff"017, FTL-+6023, FT%6024, FTL-6025, FT"028, FTL-6031, FTL-6033 and FT"036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) 8. Proposals No.'s 09-0177, dated 03/17 & 31/09, 094177A, dated 05/07/09, 09-017711, dated. 06/09/09 and 09-0177C, dated 11/18/09, all issued by Product Control, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-0826.10) G. OTHERS 1. Notice of Acceptance No. 14-0123.10, issued to PGT Industries, Inc. for their Series "SGD 770 Aluminum Sliding Glass Doors w/ wo Reinforcements", approved on 02/06/14 and expiring on 02/17/15. Jaime D. Gascon, P. E. Product Control SectionSupervisor NOA No. 14-0128.11 Expiration Date: February 17, 2020 Approval Date: February 12, 2015 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/135° CORNERS GENERAL NOTES 1 GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & & 2 DESIGN PRESSURES - A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AMID GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1380. 3)ANCLORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF THS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO OONTA�T WITH OTHER DISSId11AR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA. BUILDING CODE FOR ANCHORAGE DETAILS SEE SHEETS 8.14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIEMENTB. AS APPLICABLE. 6) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6)REFEIMCES: ELOO ULTRACON, CRETEFLDLAND AGGREGATOR NOAS. ANSVAF&PA FIDS FOR ' WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING LODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVML). 8) WOR SIZES MUST HE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE TEST REPORTS: FTL-8>H86, FTL i, FTL-6001. FTL&014, FR -MI5. FTL-8017, FT68072, FTL-S , FTL.-5024. FTL-8028. FTL-8828, FTL-W31, FTL-6M, RT66038 AND FTL-7684 ANCHORNOTES 1) FOR (ONCREIFJCMU SUBSTRATE APPLICATIONS IN M"-DADE COUNTY, USE ONLY MIAMI -W ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEOMENT, EDGE DISTANCE AND SUBSTRATE R 2) FOR OTHER SUBS7RATEAPPLICATIONS SEE TABLE ON THIS SHEET- 3) HEE f.3) WOOD SUCKS DEPICTED AS 1X ARE LESS THAN 1-11T THICK. PROPERLY SECURED. 1X WOOD INSTALLED DIRECTLY TO SOLID CONCRETE WOOD SUCKS DEPICTED AS 2X ARE 1412 THICK OR (WHEN USED) SMALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE SUR 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENI BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6) IF BILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NO MAX 1Ar THICK & 3400 PSI MIL. (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD, 300 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BYTHE AUTHORIT TABLE �p A: A.W.Sut>tittflle A wpm �' Frame MettNlar Mm Edge OWN= Min. Ernbebalt 1 tJa m=tAtreem rom Arfami T(4kt IlYHJ' ursmdeecNU, NLN 24W4 �.O IV; ..... QmledMW0MCQD.Ml%2tWqM0 ba we a U4M0410&&r (A97M C.9G imo orb a-u?tw 1 pmpcmimm WmLmuftb r IAW tw E. ult cr ML mi 418' - ff- 3 31a,184a413 &a. am, (mh, llftlbm)Nrr P.T. Phe ---r 3113• 1 ftn&awjucb o eteet ACq to 88• 1/4'Ebo 1888.& Agpn%Ia rxaaem t 9 J -b T 1 -LFP MW CNU c8%mh. I W -q J= T P.T. e�em Pho r tlw 4 8ta8 BM8 f$. (mm. 11 eueaeaNQ P. Jwo W 1 �T sma Ha.F. a • NdaN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIL STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA TRIALING S.' M AMU TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P -HOOK INSTALLATION REQUIRES 2.8W MR EDGE DISTANCE. REFER TO SHEET 14 FOR ALL SPEC=P-HOOK REQUIREMENTS. 1NTY APPROVED ELOO I � I Dem4P3eD Meme gom etleeortommrio4 I carr. E OPTIONAL IF UNIT IS .1XAND2XSUC S NO INSTALLATION IS THE ICTAL BUILDING CODE AND TO NON44ETALLIC GROUT, ILL THAT IS NOT TIGHT 8� CONFlGS_.«._.2J DETAiLB....._._.4,5 TYPES.._..._ mo.m I HUTS I 1 a 22 cEBieN PRESSURE RATEXG a4+A0TRA1Wa A wpm �' SEE TA&1:81.a880T1 RATED POR IARDE88MALL / 1� IZG 8113E'(8a T88 d7I88Q8 ahPACT RESSrANCB Arfami T(4kt IlYHJ' GLAZINGNOTE& �.O IV; ..... °ANN°=ANNEALED IHS"- HEAT STF034GTHE NM •'. ' 'r =TEMPERED Na 69705 I'VE'= DUPONT .89V BUTACTE PVB •SLG . CUPONT NEO• SENTRYGLAS mo.m I HUTS I 1 a 22 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH ^ NO.63T85 NOM. PANEL WIDTH CORNER, TYP. (OUTSIDE CORNER SHOWN, - PER TABLES 13 - LOCATIONS USING DETAR'JW . "JC,'KW OR *W 2WAL ATION. l4�: &IPIFCONFIGURATIONS MAX UNIT ERIFS770ALUIIrLSQD-LM IMPACT lift I00" HEIGHT PER TABLES I3 I / POWs MAX UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX U� HEIGHT MAX UNIT WIDTH NOM. PANEL MAX PERTABLE813 ��II��11 MAX UNI HEIGHT PER TABLES 13 ILII • •. .,, �:�dT,l� fEiii<liY�[K T � Nil Oft I !Ti► I ILS ti%iB� ff:7 HJ�7 f [IfJ I fL'J i r {`fEl �(J I fE-7 � i1J SAI &PANEL CONFIGURATIONS NOM. PANEL. WIDTH PER TABLES 1-3 L / L/I L /// - L // L-11 I 4 -PANEL CONFIGURATIONS MAX UNI WIDTH NOM. PANEL WIDTH PER TABLES 13 I HEIGHT / / IMEyjy PER / / SHEET. ^lL'4 TABLES 1-3 / SHEET. 114 1 `[t[p.LYNN .. ' j- �,�°F1aaF9 �. CONRGURATIDNS NOTES: ^ NO.63T85 1) ALCOO CONFLGIIRATIONS SHOWN ARE ALSO AVAILABLE AS CORNER, TYP. (OUTSIDE CORNER SHOWN, - POCKET CONFIGURATIONS AT EITHER OR BOTH JAMS - LOCATIONS USING DETAR'JW . "JC,'KW OR *W 2WAL ATION. l4�: &IPIFCONFIGURATIONS OIAMPLE:4PANEL)O= IN POCKET (p) CONFIGURATM CAN BE ERIFS770ALUIIrLSQD-LM IMPACT lift I00" p=O(p, p)OOOT OR=O(p. O)XX IN POCKETCONFWMTK)N aer "a ALYPHi�IEF,PP &+o -nu NTS 2 ✓ id PGTM30 PF3l CAN BE O) OXp. End---� E 2) 80° & 136° CpRNERCONEIGURATIONS CAN 8E A COMBINATION 11121CONFIGURATION8. g�® 3) FOR NOM. PANEL WIDTH, SEE TABLES 1.3. 11wi °X'= OPERABLE PANEL. 'O' s INOPERABLE PANEL. POCKET f—DETAILLETTER 'W =WOOD OR METAL MSTALLATION l d'=CONfXiETE INSTAWITIOAL 7 SHEET NUMBER MAX UNI WIDTH DLO WIDTH =NOM. PANEL WIDTH -T DLO HEIGHT = DOOR UNIT HEIGHT -10.126° - PANEL HEIGHT= DOOR UNI HEIGHT -1.386° L / L/I L /// - L // L-11 I 4 -PANEL CONFIGURATIONS MAX UNI WIDTH NOM. PANEL WIDTH PER TABLES 13 I HEIGHT / / IMEyjy PER / / SHEET. ^lL'4 TABLES 1-3 / SHEET. 114 1 `[t[p.LYNN .. ' j- �,�°F1aaF9 �. ^ NO.63T85 CORNER, TYP. (OUTSIDE CORNER SHOWN, - INSIDE CORNERSIMILAR) •CAP l4�: &IPIFCONFIGURATIONS ERIFS770ALUIIrLSQD-LM IMPACT lift I00" aer "a ALYPHi�IEF,PP &+o -nu NTS 2 ✓ id PGTM30 PF3l EXAMPLE CONFIGURATIONS MAX TESTED UNITWIDTH= 398-7110' Lag BB' HEIGHT 300.1/4" @ 120• WIGHT NOM. PANEL WIDTH PERTABLES 13 is►�i!a is► �� isi �► � �i iz► ['•?'fk� Ql h [F7 fL'7 it [(�7 } Q7 [c�cj<►[E>cFl NOM. PANEL WIDTH PER TABLES 13 NOM. PANEL WIDTH PERTABLES 13 MAX UNIT HEIGHT PERTABLES 7 -PANEL CONFIGURATIONS CrrVFAtfMdae I —r - I sao�m CONFXiuRATIDf•L4 NOTES 1)ALL CONFIGURATIONS SHOWN ARE ALSO ANAILABIE AS POCKET CONFIDURATIONS AT EITHER OR BOTH JOS LOCATIONS USING DETAIL JW'.'JC. 9W OR IW WSTALLATION. E)<AIAU 4 -PANEL X%70( IN POCKET (p) CONRGURATMN CAN BE p=%p, p)ODX OR =O(p. OXXX W POCKET CONRGURATION CAN BE O)00(P. 2) 00° & 139° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATION. 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. 'X' -OPERABLE PANEL '0' = INOPERABLE PANEL. °p' n POCKET f—DETAIL LETTER &OD w a WOOR METAL INSTALLATION ® •d=CONCRETE INSTALLATION L—SHEET NUMBER OLD WIDTH - NOM. PANEL WIDTH • T DLO HEIGHT =DOOR UNR HEIGHT -10.128' PANEL HEIGHT= DOOR UNIT HEIGHT -1.088° 3 >22 * Na 88700 GLAZING DETAILS {G3, G3A, G4, G4A, G5 & G5A 7118' NOM. 7118' NOM. P NOM. 3118' W GL4N 3118' HS GLASS --N3118° HS GLAss- .886° _ .086' PVS - ' 3118° HS GLASS 3118'F�GLASS 74 3H8' TjySGLASS 74 3W AIR SPACE 74 3118' T GLASS SL I 83 3WNOM. G7 36LA8S 314' NON. a GLASS a GLASS SITE SITE BSE mma 30 64 64 7/16° LAMINATED GLASS, TYPE G3 7116' LAMINATED GLASS, TYPE G4 1° LAMINATED I.G. GLASS, TYPE G6 8118' NOM 8/18° NOM. I 1' NOM. 3110` HS GLASS 114' HS GLASS 114' HS GLASS— ,�0° pyg .880' SOY.I'TE 8'V4' HS GLASS 74 74 114'HSGLASS4 6118' AR SPACE 7( 1M'TGLASS �� 89awNOM.GLASS . 3W°NOM. B� 7 BE 9/16° LAMINATED GLASS, TYPE G3A GLAZING NOTES: •ANN'=ANNEALED -HS'= HEAT STRENGTHENED T=TEMPERED "PVB'=DUPONT.09 BUTACJTE PVB '3G'= DUPONT .0W SENTRYGLAS y LAMINATED I.G. GLASS, TYPE G5A 6 YHbQt R3®8 911}4&:1600 S�/�J 77Q�L�. si�- e ea�eai Cr. <m VMA29 9 &OA7J0 NTS 4 e 71 y LYNN 4&`4, �1-:• No. 68706 ':� GLAZING DETAILS (G6. G6A, G7, G7A, G8 & 08A s• NCM. TMmNOM 1"NOM. 3Mm GLASS- 311W HS GLASS 311W 3116" ANN GLASS Gem so 3118°3�° 3Mm HSG ABi SPACE 74 3110, AAN GLASS 74 318'A3118'=GLASS 82 3118°T 89 374' NOM NM GLASS ik 3W NOK GLASS •BRESITE so ve 6a 70 as 1" LAMINATED I.G. GLASS, TYPE G6 7116" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE 08 1' NCM. 9116" NOM 1" NOM 3118• HS GLASS 1/M1 { GLASS 3116° ANN G pgm_ aw 3MmtLS AI .099" SO ! 7a 3M8• 6118• AR SPACE 7a 114" ANN GLASS 6/1m AIR SPACE 74 114' T GLASS —v 11a• T GLASS 83 82 831 314'NOMq,t,GLASS Ski° NOM. 314' NOM. GLASS GLASS ter' BTfE SITE 81 sawn <:I i I 54 79 paop=RBNMM eomWghigdhWe - 86 M Cc"aawe"128 1" LAMINATED I.G. GLASS, TYPE GSA 8116" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE GBA �m LYNN : ......uckNSF•••..9 �. •ANN�'"GANNEALALED = '. �• ' "t13" v HEAT STRENG1tENED vY : Na 53705 'r -TEMPERED = °8G•= OUPONT.09V SENTRYGLAS _ =� :, t.3°JS - ��y� SEKlt.Y iiu au.um. wu - rw, nrr�.,... GMU.OFAUMMO 800no NTS S aYl PG7iT130 1. —Desige press8la (Dp) and Anchor Quan00e9 Required, (for all approved Maximum DP for all sizes: +801.80 conggurationt on Sheets 2 & 3) (May be QmBed by Table 1A) For cam or 136° comer wft. see shad 11 Table aWas to Glass DoorU M Types 3. an, 6, V. 7,7N B & SA mal the $901 Aetlegel 1Ylasawambelow. 1 1 2 1 3 4 2 a 1 2 3 4 1 z a 4 + + 1 za ir Jamb e e a e a a e a e a e a e P-taok 6+7 8+7 8+7 at7 7+9 7+8 7+a +6 7+8 7+8: 7+8 7+8 7+8 T+8 7+8 7+8 HeaffN GH1 04+ C4+1 C4+1 CA+ C4t1 C4+1 1 C4+1 +1 C4+1 04+1 1 1 as OJena, a s e a a e e e e e s a e e P-laok 6+7 8+7 8+7 8+ 7+8 7+B 718 7+8 +8 7+8. 7+8 7+8 7ta T+8 +8 Heady CAt1 04+1 CA+ +1 QH1 C4+1 CM7 C4+1 C4+1 1 G+1 C4+ CM1 rri+9 t CA+1 � 8 B 6 6 8 B B B 8 8 6 9 8 a P4h k 6+7 8+7 7+a 7+8 7+8 7+8 7+ 718 7+8 7+8 718 7+a 7+8 04+9 CA+1 C4+1 1 GH 04+1 C4+1 1 Cot C4+1 01+1 C4+1 CA+1 1 C4+1 42° f)LO a8P-oop I', aN 8+7 8+T 7+8 7+8 718 T+B7+8 7+87+6 7 +8 7+8 2 2 z + CM2 GHz GHz CA+2 04+2 04+2 C4+2 04+2 z 8 8 8 8 B 8 8 8 88s 8 a B B 46' 7+8 7+g 7+8 7+8 t8 T+8 -7w-r 7+ 7+8 Patcos 8S 6+ 7+8 7 7+8 run tnner,.c ws vw,w �nn�c. occ onr�. .. NOTM 1)1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1W SSL 2) WHEN USING THE 2.11E' SAL. POSITIVE WATER DP IS 48.87 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER OP IS 80.0 PSF MAX MEN USING THE 4' SILL. POSITIVE WATER DP IS SDA PSF MAX (NEGATIVE PRESSURES UNCHANGED} SEE TABLE to 3)4'.3-1/4' AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' gu IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE D NOT REQUITEDMAX POSITIVE DESIGN PRESSURE ¢8 SHOWN W TABLE 1 MAY BE USED WHEN THE DOOR E PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLOJiDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER PNFLTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATIOP). 6) DOOR SIZE To COMPLY WITH CURRENT FBC EGRESS REMMEMEMS WHEN REQUIRED. 8) JAMS ANCHORS ARE SPEClRM AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE U WAL6- TABLE to SIO Height to Max. (+) DP (wwaterIntitrelm Rating) BPI Weer _ (+) Design Shed 17) (keastaa' Im Flush -1-117 SOn0e —UW• 2-t7 +48.67 ►terPan-3'W° +60.0 a° +me � NOTE813 CHIENGTH 4 t�� §0 OH ftATW t9 c L�) 1 tXi RAn0 = LENGTH OHHEIGHT DLO WIDTH= NOM. PANEL WDTH -T DLO HEIGHT= DOOR UNIT HEIGHT -10.125' PANEL HEIGHT= DOOR UNIT HEI<#1'T- IMV I 81 Astragal lotla8le 135° AsVagd lAtlata8 CN Interletk P-heOk loclsHle@web AssaroNv 5tralfthtAStregal Assembly._ g0°Astregal Assembly 135'Astregd 20 Irtside� imide Comar'11 C�� rt 860 (501e) Peng61(Stw Pan 0119(OUL) pan 060 (#.1 Pan no Pen Pa 060 Pprt960 (Stragal) Panum Part 0118 (Comer Pan gl" (414 ftew<tier) Cw.. 414 t 461 Mae) ,9031&032 Pana61 & rad Mount) L SQD-LMlMPACT w-a.p -W- 2z POM30 A. NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-11C SILL 2) WHEN USING THE 2 -IM SfiJ, POSITIVE WATER OP IS 4eX PSF MAX WHEN U8940 THE 3 -IM SILL POSITIVE WATER DP IS 60 0 PSF MAX WHEN USING THE 4� SILL, POSITIVE WATER OP 15 ODD PSF MAX PIEGATTYE PRES. UNMWMEDj SEE TABLE 2A. 3) 4.3-tM AND 2-tT SILL HEIGHTS ARE TESTED FOR WATER WfITRATION WHEREAS THE I -Wr SU IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTEDBY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAMY THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FORANCHORAGE SPACING, EWE DISTANCE AND EMBEIMIENT WORMATOL 5) DOOR SIM TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUR — e) JAMS ANCHORB ARE SpECIRED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAM TO BE INSTALLED. 0 - E)CAMPLE ON SHEET 9 DLO WIDTH = NoKPANawam-r SfflHslahttDKlm(+)DP �CH LENGTH DLOHEIGHT- Watu Wftmdown Rubdi �:- DOORUNITHEMM-10.126' SW RIM HWd M DDOP 0 FA w Sm. see Pmm". psf OH RATIO X I PANELHMGW' shed 17) DOOR UMT HEIGHT- IAW 1 �ndG3 0 - qmw -L I +w -u I OH LENGTH SEE NOTES 1-3 OH RATIO OH HEIGHT hftio* P4=k r =T. 17-7- 14 F .10 11 wdst& @ SUfthA~ As AmnbW LWA~ Kmvy4dWWw HavydMWe Hwq-�SWe HeaW4ulyStUe Heawj4MStIle StIW H.Vd.WU,— HM44MYStft Wwi4uW— Itudud AWv8W outwe comer outwe Insice uswrm mmm LIZ Pot#62 M pan#u paftfi6l I pan 061 mu) I Pan ff67(ASbapQ I Pan 461 pata6loft) pwt 6119 (C pmtsamfle) W. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WPM= . . . . . . . . . . . Im"mm me== . . . . . . . . . . . IM NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-11C SILL 2) WHEN USING THE 2 -IM SfiJ, POSITIVE WATER OP IS 4eX PSF MAX WHEN U8940 THE 3 -IM SILL POSITIVE WATER DP IS 60 0 PSF MAX WHEN USING THE 4� SILL, POSITIVE WATER OP 15 ODD PSF MAX PIEGATTYE PRES. UNMWMEDj SEE TABLE 2A. 3) 4.3-tM AND 2-tT SILL HEIGHTS ARE TESTED FOR WATER WfITRATION WHEREAS THE I -Wr SU IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTEDBY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAMY THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FORANCHORAGE SPACING, EWE DISTANCE AND EMBEIMIENT WORMATOL 5) DOOR SIM TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUR — e) JAMS ANCHORB ARE SpECIRED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAM TO BE INSTALLED. 0 - E)CAMPLE ON SHEET 9 DLO WIDTH = NoKPANawam-r SfflHslahttDKlm(+)DP �CH LENGTH DLOHEIGHT- Watu Wftmdown Rubdi �:- DOORUNITHEMM-10.126' SW RIM HWd M DDOP 0 FA w Sm. see Pmm". psf OH RATIO X I PANELHMGW' shed 17) DOOR UMT HEIGHT- IAW 1 �ndG3 0 - qmw -L I +w -u I OH LENGTH SEE NOTES 1-3 OH RATIO OH HEIGHT hftio* P4=k @Jmb str= wdst& @ SUfthA~ As AmnbW LWA~ Kmvy4dWWw HavydMWe Hwq-�SWe HeaW4ulyStUe Heawj4MStIle StIW H.Vd.WU,— HM44MYStft Wwi4uW— Itudud AWv8W outwe comer outwe Insice Pot#62 M pan#u paftfi6l I pan 061 mu) I Pan ff67(ASbapQ I Pan 461 pata6loft) pwt 6119 (C pmtsamfle) Lf(��1 55VES IVU AL UM. MW - I -W aWrr^ � f —sa I —Arrs 22 I—PaTm3a OW.CFAURL P.M "I"o LYNN """" . ......... P, TABLE 3. Design Pressure (DP) and Anchor Quar1009s RequFred, (tor ag approved corregumgous on Sha9ffi 2 & 3) Tdaadmum OP shown below & ASTRAGAL For comaea *gal axiwregeoe W or 138°ter7mr amts. em OW 11(d7WeaLY Ub% SA) SEE SHEETS 21 & tenor IA& Tetde qgm to Glam ?AMD 4.4A. or �" 9Y 197uW 6, fit, 7. TA. 8 & mL MW 0mSft I Are Ad"m "a aim= beam. a 3 4 1 a 3 4 9W 0.4tre881 As�nbly 1 2 3 4 1 2 a 4 1 3 4 1 2 3 1,�0 01+1 66+1 04+1 CA+1 C4+1 CA+1 C4+1 OGt 044 0441 04+1 04+1 C6tt �, 17' Cdf/ C4M C4+1 06+1 1 C4+1 C4+1 C4+1 C4+1 C441 C4++ 6 8 8 10 10 td 10 1 10 10 10 �O Jemb P47b& 8 8 8 8 8 B a 8 8 8 8 8 8 8+8 8+7 8+9 6+7 S+7 N8 748 +8 7+8 7+9 T+8 7+8 746 98 7+8 N8 T 8+8 &i6 9A8 g 23' Hamm +F7&0 V-movsr 04+9 C4+/ C4+1 C4+1 01+1 C4+1 ON9 C4+1 C4+9 04+1 C4++ 7 1 C4f1 C4+1 CM1 06+1 C4+1 1 CA+1 C4+1 04+1 4%41 04+1 10 �, DLO Jamb P47eok 8 6 8 8 a a 8 8 8 8 6 8 8 8 8 10 70 10 10 10 10 10 7 8+7 6+7 6+7 7+8 7+8 +8 7+8 7+8 748 Tf8 +8 T11 Y+8 7+8 B+8 8+ 8+9 6+8 B6H &9 +/•7&C6+ 0890 1>.9meme 28' HmtP8m 414 kF10.OPef ♦l*.8 C4f1 r:0♦/ C4+a 01+2 CNi 06+1 06+ C4+2 C6f1 C4+1 08+2 2 C4+1 C4+1 Ca+2 0842 06+7 C4+1 C8+1 C8+1 d41 1 C8+1 0861 a 10 6 10 10 10 10 10 + + CLO .roma e 8 8 8 6 8 8 8 8 8 e 8 8+8 6+8 8♦9 8a414Me +969 g+8 8+8 8+8 8+9 8+8 P4mok B+Y 8+7 8+7 8+7 N8 748 N8 Tf8 748 748 7+8 7+8 +8 848 p ♦!d&0 cm+a 0442 06+2 06+2 04♦2 C8+2 c9+a 08+2 cs+a C8+2 o&+a OtN2 C6+2 OB♦2 08+2 C8+2 2 a a C8+2 C8+2 C8+2 C8+2 �, 3ff +mediam 0442 8 6 8 a 8 8 8 8 10 8 6 8 10 8 0 10 1 70 10 10 10 10 MC Jamb Pdwok e e♦7 1 74a 1 N8 IT+8 7+6 7+8 7481 748 1 74"s I8+8 8+8 8+8 g 8+8 g+9 8+8 8+8 6+8 8+9 849 8+9 4"M 8+9 6+9 A b6M +184.8 Comer Pmamae +/ALO Mate C5+2 002 08+2 w+a C&2 C5+2 C5+2 CA+2 C8+2 CB+a 08+2 CB+2 C8+ a3+a 2 a CB+a 2 C8+2 oa+a 06+2 �, 4t• rtm.m C4♦2 C4+2 a 8 6 8 8 8 B +0 8 8 8 10 a �a 8 10 8 70 70 10 10 10 +9 Partalmm pamiml&tm Port lWf OLo Jm +1 748 0+8 8+8 8+8 8+8 Bf8 8+8 8+8 8+8 9+10 8+10 a+10 g+8 8++0 9+1g 8+t0 8+9 9++0 g+10 L;bmR 6+7 7+8 +8 7+9 E 7 ..849,- I e7Tw nl nexTVaF_84.4A.&80.70.8& '+/•8Y.1 GLASS 7YPE7 TCR F7tAINYLt Ory WlIMb 7ApLC. oGC onto. .. ••••••-•--•--_•—.'------- - NOTES'. 9) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4- SILL 2) WHEN USING THE 244 SILL, POSITIVE WATER DP IS 40.87 PEF MAX WHEN USING THE 3-1/4° SILL POSITIVE WATER OP B e0A PSF MAX WHEN USING THE 4' SRL, POSITIVE WATER OP IS 50.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED] SEE TABLE 30. 3) 4'.3-1/4' AND 2-1/T SRL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-712° 8 B NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 15 NOT REQUIRED. MAX POSITIVE DE8tGN PRE S SHOWN IN TABLE 3 MAY BE USED WHEN THE DOM IS PROTECTED BY AN OVERHANG COMPLYING WITH THECURRENT FLORA BUILDING CODE (SEE ADJACENT DIAOR" THIS CONDITION IS NOT RATED FOR WATER WLTRAM09 4) SEE SHEETS 10.14 FOR ANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT WOMAATOL 6) DOOR W E TO COMPLY WITH CURRENT FRO EGRESS REQUIREMENTS MIEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAM TO BE INSTALLED. DLO WIDTH= NOM. PANEL WIDTH -T DLO HEIGHT o DOOR UNIT HEIGHT -10.128' PANEL HEIGHT w DOOR UNITHEIGHT -1.888' TABLE SA: 81A Helghtto CAm (4) DP HWemr NMmtton Rating) Fu or sm Riser (•)I>� 17) see PmssCOe. 99 shooFtm -1- we rale 3 Low -248.87 -344 +m HfO- i�0 SEE NOTES 13 THE FOLLOWING STILE & ASTRAGAL SHALLSE USED FOR TABLE 3 SEE SHEETS 21 & 22 FOR PARI u7aerva7vrvw w.u. o.,«....-- Lockalle0 ._ . _... ___..__ 13.^ACIH�N mtalodr P-imok Stl�tt ASUMM Lodedla®lamb xks L0le@ SUalghtAsbegel 9W 0.4tre881 As�nbly 9TASVegaN 1,�0 tteaMY+aaY5t0m HeauYduhSt9e Heavyiady5t0e H�ry-dulYStOe HmW-0atr/StSe HeaWdery SiSe Heald -duh Sale MeavY'd9ly5iDe NeavY-dsCY�e HeaaydOhAsbagal (mml Corner Out8lde bows Corner ca"m WmWe I7dde Comer Pert061(5010) Pert 861 Pert 061 Partf6l(Shcu) PertX118 ([or77er Pat 0119 (RUL) Pert 0120 (In.) Partalmm pamiml&tm Port lWf Pert 061 (X2) Pat 961 Pat 968 (Astra8811 (Com. & Fxd Mo701a tlPAU7H.� lu� I aO6T/0 Ails 8 +22 PDTOL30 OH RATIO w OH HEIGHT *'. No. 68705 '•* am I OF PANEL CENTERLAE "+r ANCH ORALE � OFPO E °+2° ANCHORAGE � OFOEPAAIE�L BE *WET II FOR OTHER INTERMEDIATE ANCHORS mom I NTS 1 8 z 22 I PG70180 NO FRAME 7+8• P•HOOKANCHORAGE CONSISTS OF: SEE or CLUSTER SFE JAMS (7) P -HOOK ANCHORS. SEE'C8" CLUSTER MAX. UNIT WIDTH SEE TV CLUSTER �7Ad3, DETAILS, SHEET 10 ".. REQUIRED 0 GLASS � �� SPLICE NOTE, (PERPENDICULAR TO DETA0.9. SHEET {0 FOR SHEET 10 FOR 8JTE7t1.�IK, O.C. EXTERIOR PLA( SEE TABLE 2. SHEET 7 THIS IN'IEW, CI.I3� POCKETS AND BO° NOM. DETAM SHEET 11 x SHEET SEE POCKET (8)P -HOOK �_'_'_'_ z PANEL WIDTH z x • WMAX _ x z xzz JAMB x x j MOUNTINGx x x .rs ' ' . INSTALLATION. s'mAx. x z x zx x 1 x i 1 9' MAX 14 B"KHORS ETWEEEN P HOOAK I° 4 &&SHEEHT z .� ANCHORS & AT 3° 1ANCHORS I� —FRAME FRAME ' FROMTOP&L�.� I 14' 1 I"I ANCHORS UNIT o'cX (TOTALRSI 'mr .:. .•.MAX. TO OPENING i eeA7coc. i®� 1a•wx O.C. ®e p_tum HEIGHT EDGE OF POCKET SEE i 1�'1 (SEEPER JAMS ANCHORS z DETAIL 888 I® 00 �o�--t INSTALLATION t t BELOW) � DETAILS,&&w, ;�E ° DI°-P44DOK END PANEL SHEET 14 & PARTI® I I MOUNTING ANCHORAGE DETAILS'J' &'IC, i � I i ° g• ADAPTER 24' MAX. (2ANCHORS) SHEET 18 FOR '--1431 I ANCHORS 0•C• P•HOOK �--- ,B'MR1C 1 - z x ,'x• •xi' EMPANEL x z -z, zxxx ANCHORAGE ANCHORS Etas PAeID. x� z. z z x x x z •-%� e'enA7L ANpwRAGE(SEE x BELOM ACH `�•+r (SEE SKETCH SMWE •+rz AN ANCHORAGE vRA� ANCHORAGE C13YTERLOtlE ANP�fiORAOE ANCHORAGE OFPANEi.1 ZA4° 24' MAX EXAMPLE 5 -PANEL, 2 TRACK 80° OUTSIDE CORNER- - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 60° x 88' NOM. PANELS. ANCHOR GROUP 3 IN CONCRETE SU TE WE TABLE $ SLEET 7) 8' SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAYBE ADDED 1) APPROVEDANCHORS SEE TAMER s1�ET1 AS NEEDED TO ALIGN THE 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES IA SHEETS 88: HEAD OR SILL IF A SPLICE 80" I CENTFRLlNEOF HEAD & 66.L:8° MAX FROM FWM1E CORNERS. USE SPE [= CLUSTER FROM 21• OCOURSAT THE P -HOOK. NOM. • ! INTERLOCK APPROPRIATE TABLES, SHEETS 8$ AT EACH INTERL AND STRAIGHT AND CORNER MAX PANEL SEE °C8° CLUSTER ASTRAGAL LOCATION, PLUS SPECIRED QUANTITY OF ITIONAL INTERMEDIATE D.C. W�TI'H ABS. SHEET 10 ANCHORS PER PANEL ADDITIONAL ANCHORS 24" O.C. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONL Q6O` 8.84" '+2° ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT =NCH CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT mama 8" MAX 3.G REQUIRED AS PER THE flGURE AT RIGHT: CENTERLINE JAMB& & P -HOOKS: S' MAX. FROM BOTTOM, 21' MAX ANCHOR PAIR O.C. WMB3). 14° MAX ANCHOR �2 Of PANEL O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM AWPROPRIATE TABLES, SHEETS M SEE FRAMEJAMB P -HOCK ANCHOR DETAX30d SHEET 14. ANCHOR PAIR P 'T %, RC -)LILIES "+2°ANCHORAGE .�.OL � EIdp PANEL 6n0° CENTIERLINE GlN7ERLINE • °CB° CLUSTER, SEE DETAIL8, SHF�T 10j ANCHORAG A•a'yv�oNo DETARS. SHEET 19 FOR ABTRAOAL!ASTRAQAL (2 ANCHORS) 8' 6V7ERi.OKXK I ' I 4589° &8' LYNN am I OF PANEL CENTERLAE "+r ANCH ORALE � OFPO E °+2° ANCHORAGE � OFOEPAAIE�L BE *WET II FOR OTHER INTERMEDIATE ANCHORS mom I NTS 1 8 z 22 I PG70180 ASTRAGAL OR SPLICE LOCATION INTERLOCK-4'IF NEEDED CENTERLINE i 1.76' 2 04° EXiEWO 30 T 2 -TRACK FRAME HEADISILL a ASTRAGAL OR ONTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED.'047 ASTRAGALORSPLICE LOCATION INTERLOCK -[IF NEEDED CENTERUNE I as 14..WIEXTERIOR3-TRACK FRAME HEAD ILL a ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUMD.C4) ASTRAGAL ORSPLICE LOCATION INTERLOCK -IF NEEDED CENTERLINE ! .-..(I 1.76° 3b° 204' 204 24 a°DWG. RKMFUGR 4 -TRACK FRAME HEPMILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, '04-) 1 ASTRAGAL OR SPLICE LOCATION INTERLOCK-�`6: NEEDED CENTERLINE 1.717 204° OXTfiWOR T 3.6' TT T V 9 -TRACK FRANC FEAO161LL a ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. °081 ASTRAGAL OR (FOR SPLICE ASTRAGAL ORSPLICE LOCATION INTERLOCK CONDITION, USE INTERLOCK -1 NEEDED CENTERLINE 'CB' CLUSTER DETAIL) CENTERLINE 3,6' 3.6 — T 204' DWG. 4.06' 204° e7ctERWR 7° 4'DWG. EKTEAM 3b° a6' I &TRACK FRAME FIEADSILL 3 -TRACK FRM1E HEAD/6I Q ASTRAGAL OR INTERLOCK CAi ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER I (USE WHERE 0 CLUSTER ANCHORS ARE REQUIRED. -05') ANCHORS ARE WHOt;'067 LL (FOR SPLICE ASTRAGAL INTERLOCK (FOR SPLICE , ASTRAGAL OR � CONDITION. DO NOT CENTERLOJE I CONDITION, USE CENTERLINE USE THIS DETAIL) 08' CLUSTER DETAIL) 3-6° 4 -DWG. 11 2.04'W2-J04 6.3T DWG. 4.08' T 2R 4 -TRACK FRAME HEADIML 60 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6') �j 4-TRACKFRAME ASTRAGAL OR I (FOR SPLICE INTERLOCK -1 CONDITION. USE CENTERLINE 'CS° CLUSTER DETAIL) r 7' 2.04' T 204' DWG. T -- 20d° v 2 TRACK FRAME HEADSILL Cal ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE RECUMED. °C6 ASTRAGALORSPLICE LOCATION INTERLOCK -[IF NEEDED CENTERUNE I as 14..WIEXTERIOR3-TRACK FRAME HEAD ILL a ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUMD.C4) ASTRAGAL ORSPLICE LOCATION INTERLOCK -IF NEEDED CENTERLINE ! .-..(I 1.76° 3b° 204' 204 24 a°DWG. RKMFUGR 4 -TRACK FRAME HEPMILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, '04-) 1 ASTRAGAL OR SPLICE LOCATION INTERLOCK-�`6: NEEDED CENTERLINE 1.717 204° OXTfiWOR T 3.6' TT T V 9 -TRACK FRANC FEAO161LL a ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. °081 ASTRAGAL OR (FOR SPLICE ASTRAGAL ORSPLICE LOCATION INTERLOCK CONDITION, USE INTERLOCK -1 NEEDED CENTERLINE 'CB' CLUSTER DETAIL) CENTERLINE 3,6' 3.6 — T 204' DWG. 4.06' 204° e7ctERWR 7° 4'DWG. EKTEAM 3b° a6' I &TRACK FRAME FIEADSILL 3 -TRACK FRM1E HEAD/6I Q ASTRAGAL OR INTERLOCK CAi ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER I (USE WHERE 0 CLUSTER ANCHORS ARE REQUIRED. -05') ANCHORS ARE WHOt;'067 LL (FOR SPLICE ASTRAGAL INTERLOCK (FOR SPLICE , ASTRAGAL OR � CONDITION. DO NOT CENTERLOJE I CONDITION, USE CENTERLINE USE THIS DETAIL) 08' CLUSTER DETAIL) 3-6° 4 -DWG. 11 2.04'W2-J04 6.3T DWG. 4.08' T 2R 4 -TRACK FRAME HEADIML 60 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6') �j 4-TRACKFRAME I a-TRa<'ac S° DIAD. FRAME JAMB Enr ANCHOR PAIR 204° ANCHORS MAY BE INSTALLED 21' EITHER IN THE EXT. OR PIT. MAX, TRACK (INT. SHOWN) O.C. 6.84° 1t DMENSIONS SHOWN ARE BASED ON MR 'MAX ALLOWED. �� 2 FOR HEAD OR SILT. SPLICE 13-T. X FRAI,4E JAMB LOCATIONVANCHORAGE AT ANCHOR PAIR P -HOOK SEE SHEET 8. FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED -"I 3.6' I•�- 3b' If- _"_ HE69W Cs4 ASTRAGAL OR INTERLOCK (USE WHERE 6 CWITH & "Cir) SPLICE CONDITION Gem," TANCHORAGE EXAMPLE CLUSTERS SERIES 770 ALUM. SM - LM INPACT r+.sar prow s0. NTS to •. PGT6t30 No. IN705 6' DIAD. 2.04' 20d° 6'DWO. 2P MAX O.C. 21° 1.84' MAX. O.C. 'MAX -2-TRACK FRAME JAMS 64MAX R 5.84' ANCHOR PAIR — I a-TRa<'ac S° DIAD. FRAME JAMB Enr ANCHOR PAIR 204° ANCHORS MAY BE INSTALLED 21' EITHER IN THE EXT. OR PIT. MAX, TRACK (INT. SHOWN) O.C. 6.84° 1t DMENSIONS SHOWN ARE BASED ON MR 'MAX ALLOWED. �� 2 FOR HEAD OR SILT. SPLICE 13-T. X FRAI,4E JAMB LOCATIONVANCHORAGE AT ANCHOR PAIR P -HOOK SEE SHEET 8. FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED -"I 3.6' I•�- 3b' If- _"_ HE69W Cs4 ASTRAGAL OR INTERLOCK (USE WHERE 6 CWITH & "Cir) SPLICE CONDITION Gem," TANCHORAGE EXAMPLE CLUSTERS SERIES 770 ALUM. SM - LM INPACT r+.sar prow s0. NTS to •. PGT6t30 No. IN705 O 1. ALL � IMENSMS SHOWN I , 7 ' I:i P��V •-. EDONMNIMUM 4*DM. ase ALLOWED. .Vr n:1 • 3.rDIAG. FOR EXTERIOR OR INTERIOR CORNER C0NFKNMT@ON& WERIORU 2. DETAILS DEPICT ANCHOR . [DENnCAL "�C � 2.0. onom 2241 7" swr COMER CORNER -TRACK FRAME HEADISILL 2 -TRACK FRAME �.n •.r :iCENTERLME - , WHERE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 8 CIAMTER. CLUSTER OPPAAEL 9ll3• SII a !UI_ri!' CLUSTER_ :nr __... CENTERUNE— OFPANEL .1:=%rte 36° S' � r 3.F ! r 4" CENrERLM NOF PALL ALL 4+r ANCHOR 3.5° 80° CORNER 13V CORNER FRAME HFADISRL n VIEWS i V r CE nawiw I SOF 3-TRAdt FRAME HERO ILL Cpr ANCHOR CLUSTER REWIRED 3 -TRACK (°CB° ANCHOR CLUSTER REQUIRED L 4°D 2 -TRACK PARM FRAME HEAD1SLLl AT ALL 3 -TRACK CORNERS) AT ALL 3 -TRACK CORNERS) LNrERnlff:DIATE ANCHOR LAYOUT m &12" 2.W n Ar 3.8° CENTERLINE 4° V-204° ! l &W OFP 4. 3y. 1� ANCHOR 2.04° 8.12• 3.5° 4.W° �Arr3.5° mtmvm R--g4l 4 Tt °D.35' 4.3.5° ! 1 LYE��! 2.(W �OFPANEL LYNN �"�.i t'�. �� W CORNER 135° CORNER .�� ucslwsF•':;R C�. '•. 4 -TRACK FRAME HEAD/SILL 4 -TRACK FRAME FHEAH7191LL 4 -TRACK FfL1A6E FiF.40l38.L A, - 'k i .,.,a rCS` ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS) (°CB'AHJCIHOR CLUSTER REQIIIIED ATALL 4 -TRACK (�RNEIE) OdTE.al! DIATE ANCHOR LAYOUT (3 -TRACK SI@OLAR) _�'•.1� 800-M I NTS 1 11 a 22 1 -- Pom130 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEOM0fr- SEE TABLE A, SHEET 1 MIN, OF 3 THREADS BEYOND EDGE DISTANt2=: EDGE DISTANCE EDGE DISTANCE THE METAL SUBSTRATE SEE TABLE A. SHEET 1 SEE TABLE A SHEET 1 SEE TABLE A, SHEET 1 E 2-1N0°•1!4° 2.1nS°' 19° 2-1110°' NO—IES: 114° 1. ALL DIMENSIONS a rMAX MAX. SHOWN ARE BASED i SHIM SHIM BFOM 2. METAL O.O OO i 2 METAL OR WOOD EMBEDMENT: T SUBSTRATES MAY BE SEE TABLE A. J USED FOR ALL FRAhIE' SHEET WOOD ANCHOR TYP. 2X WOOD WOODANCHORTYP.. METAL TYP. SMSANCHORTYP., TYPES PER TABLE A. 2XWOOD SEE ANCHOR NOTES TYP. SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR 80 ANCHOR NOTES SHEET I. TYP„ EEE ANCHOR & TABLE A. SHEET 1 NOTE 3, SHEET 1 &TABLE A, SHEET 1 NOTE 4. SHEET 1 & TABLE A. SHEET 1 NOTE 3, SHEET 1 ' DU480NAL O.C. f3 ®2 -TRACK FRAME HEAD &TRACK FRAME HEAD ®4 -TRACK FRAME HEAD MIN 4° (FIEAD & SILL) WOOD INSTALLATION ®WOOD INSTAtAATK1N METAL INSTALLATION OR S• (JAMB) SEE 10&1" WOODANCHORTYP. 2XWOOD EMBEDMENT:S SEE ANCHOR NOTES TYP.. SEE ANCHOR & TABLE A. SHEET, NOTE 3, SHEET, SEE SEEANCHOR TABLE A. SHEE ANCHOR NOTMET E MAX. T NOTE 6, SHEET 1 (114'MAX) olo�lffl, - G' 2-1110° EDGE. SEE TABLE X SHEET, EMBEDMENT: SEE TABLE A, SHEET ah 2 -TRACK FRAME SILL WOOD INSTALLATKIN WOODANCHORTYP., 2XWOOD SMS ANCHOR TYP., METALTYP. DETAILS, SHEET9 SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR & TABLE A, SHEET I7 NOTE3,SHEETI SEE &TABLE A, SHEET NOTE 4, SHEET EDSE DISTANCE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 ®3 -TRACK FRAME SILL WOOD INSTALLATION ANCHOR MIN.OF3THRE0 BEYOND NOTE III EMBEDMENT:S SHEET 1 TABLE A. SHEE EMBEDMENT: SEE TABLE A, SHEEP 1 EMBEDMENT' :SEE �z-1110• 2XWOOD EDGE DISTANCE: 3EE TABLE A. 2XWOOD TYP., SEE ANCHOR SHEET 1 TYP. SEE ANCHOR NOTE 3, SHEET NOTE 3, SHEETI 2-1118° HOOD ANCHOR TYP., WOOD ANCHOR TYP. SEE ANCHOR NOTES SMSANCHORTYPSEE SEE ANCHOR NOTES & TABLE A, SHEET I ANCHNOR OTES&TABLEA,SHEETIMKOFS & TABLE A, SHEET 1 EXTgRm j IM MAX SHIM �- 19- MAX SH ANCHOR MIN.OF3THRE0 BEYOND NOTE III THE METAL SUBSTRATE SHEET 1 (114° MAX.) -� EMBEDMENT' :SEE �z-1110• TABLE A, SHEET , • SHEET 1 EDGE DISTANCE-. SEE TABLE a SHEET, 4TRACK FRAME SRL METAL B43TALLATXIN EMBEDMENT: SEE TABLE A. SHEET 1 SHEET 1 METALTYP, SEEANCHOR NOTE 4, SHEET 1 SMSANCHORTYPSEE t�— ANCHNOR OTES&TABLEA,SHEETIMKOFS THREADS BEYOND THE METAL SUBSTRATE 114• MAX SH soo m I NM 1 12 < 22 1 POM30 \p".( LYNN��i 0*&iF 94,i * M. 00706 st 13 t 15 .!tOm 17,01ON& `E `• A eLXlw�V PFdwm INSTALLATION DETAILS EMBEDMENT: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 CONCRETE EDGE DISTANCE SEE CUNC�,E EDGE DISTANCE TAKE A, SHEETI CONCRETE EEE DISTANCE: ALL MANSIONS SEE GEE TABLE A, SHEET 1 SHOWN ARE BASED PER TABLE TABLE A SHEEP 1 ON MOH. ALLOWED. 2-1n8'• STABLE 2-1118'• PER TABLE 2-1n8°• A• SHEET I A, SHEET 1 A, SHEET 1 114' • DIAGONAL O.C. Is 1 ,a ...,, MAX MHN4°(HEAD&801.) 'T( �-• j' i Slim OR8'(JAM)SEE MBEDMENT: J Im 1 114• 1 DETAILS. SHEETS EE TABLE A, MAX.MAX. S�'1 SHIM a SHIM a PROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLY BECURm IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP, WOOD BUCK TYP, SEE SEE ANCHOR NOTES & WOOD BUCHTYP.. SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE BEE ANCHOR NOTES 8 ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET i ®CK FRAME HEAD tTM FRAM HEAD VAE HEAD CONCRETE INSTALLATION CONCRETE INSTALLATION ®CONCiETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETEANCHORTYP, PROPEPo.Y SEE ANCHOR NOTES & WOOD BUCK TYP, SEE SEE ANCHOR NOTES & WOOD BU TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NSEEANCHOR EMBEDMENT: SEE —� SEEANCHOR NO �( NOTF S. i 1X WOOD BUCK TYP.. (lW ) 1 -SHEET _ 1 (W MAx) J TABLE A, SHEET 1 i z1ns•• SEE ANCHOR NOTE 3. -1n8•, EDGE DISTANCE: PROPERLY SECURED y' DONCIRETE EDGE DISTANCE: PROPERLY SECURED SEE TABLE A. SHEET 1 PER TABLE SEE TABLE A. SHEET I +': EMBEDMENT: SEE TABLE A, SHEET I A, SHEET I gyIBEpMEENT: SEE TABLE A, SHEET 1 ®2 -TRACK FRAME ML igih 3 -TRACK PRAM BILL CONCRETE INSTALLATION Nftj CONCRETE UNSTALLATON SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 SECURED IX CONCRETE ANCHOR TYP. PROPERLY SECURED IX X TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE HTE 3. SHEET i TABLE A, SHEET ANCHOR NOTE 3, SHEET 1 AA n^• Lu BEEANCHOR ns� Au A i CONCRETE a2An- PER TABLE CONCRETE EDGE DISTANCE: A. SHEET 1 PER TABLE BEE TABLE A, SHEET A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 4TRAM FRAME SI.I CONCRETE I6 TION EMBEDMENT:SEE _y TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE A, y� ar A mwlo NTS 1 13 + Utd PQTB190 EDGE DISTANCE PROPERLY SECURED EMBEDMENT: SEE —� SEE TABLE A. 1X WOOD BUCK TYP.. TABLE A, SHEET 1 SHEET 1 SEE ANCHOR NOTE 3. PROPERLY SECURED y' �E TABLE ANCE PROPERLY SECURED SHEET 1 +': 1 oomm 1X WOOD BUCK TYP, SHEET 1 1X WOO) SUCK TMP, CONCJCMU ANCHOR 2-1n8" °0p� �expmlda SEE ANCHOR NOTE 3. SEE ANCHOR NOTE 3. 1 TYP, SEE ANCHOR Db '� SHEET 1 CONCJCMUANC14OR ��- 2-In8'• SHEET CONCICMU ANCHOR 'i 2-1n8'• NOTES&TABLE A, SHEETI CONCRETE TYP, SEE ANCHOR TYP.. BEE ANCHOR OR (CURL NOTES & TABLE A. SHEET I CONCRETE'` NOTES & TABLE A, :.LVERM �: PER TABLE A. SHEET 1 �q'2�. ! OR CMU SHEET I'��: TS_ CONCRETE VCEHSf•''•....'k V IW MAX SHIM t-, TABLERR PER ASFEET V 114' MAX SHIM I+- OR PER TABLE 88705 1 A. SHEET 114' MAX. SHIM I+-tA n n_ronnv meeec ie�ea A� 3 -TRACK FRAME JAMB y� ar A mwlo NTS 1 13 + Utd PQTB190 INSTALLATION DETAILS EMBEDMENT:SEE WOOD FRAMINGTABLE A, SHEET 1 EMBEDMENT: SEE TABLE, SFfEET 1� _ -- PHOOK WOOD ANCHOR TYP., P -HOOK SEE ANCHOR NOTES CONCRETE OR -/ &TABLE A. SHEET 1 CMU PER TABLE SEE TYP. _ _ A, SHEET 1 ILLUSTRATION. SHEET 9) EDGE DISTANCE ®P -HOOK FOR USE Wff I FIAT S81 RISERS PARTS 018,020. 022 OR024, WOOD INSTALLATIONEXTEWOR MOUNT SHOWN. (SEE TABLES IA. 2A&3A POLZ INBTAIlEDM FOR WATER RATINGS) INTERKJR CONDRION METALTYP. FRAMEJAMS REQUFFtED AT ALL SEE ANCHOR INSIDE POCKETS NOTE 4. SHEET 1; C-Adi3 1T: SEE ADAPTER SMS CMU PERHEElf SHEET 1 TO PREVENT P•HOOK MOUNTING ADAPTER WATER INFILTRATION WOOD ANCHOR TYP., -HOOK MR SEE ANCHOR NOTES SUBSTRATE & TABLE A. SHEET 1 28 &TABLE A. SHEET EMEDMBNT: (ALS SEE TYP. 7 ILLUSTRATION, SHEET 9) 1 )1 DISTANCE: SEE SHEET ARE FOR ILE A. SHEET 1 EMBEDMENT: SEE TABLE A,— ! fl SHEET PHOOK WOOD ANCHOR TYP., P -HOOK SEE ANCHOR NOTES CONCRETE OR -/ &TABLE A. SHEET 1 CMU PER TABLE SEE TYP. _ _ A, SHEET 1 ILLUSTRATION. SHEET 9) EDGE DISTANCE ®P -HOOK FOR USE Wff I FIAT S81 RISERS PARTS 018,020. 022 OR024, WOOD INSTALLATIONEXTEWOR MOUNT SHOWN. (SEE TABLES IA. 2A&3A POLZ INBTAIlEDM FOR WATER RATINGS) INTERKJR CONDRION METALTYP. SEE ANCHOR P -HOOK MOUNTING CONCRETE OR NOTE 4. SHEET 1; C-Adi3 1T: SEE ADAPTER SMS CMU PERHEElf SHEET 1 THRDS TABLE A. MIN. OF 3 EA ANCHOR TYP., SEE A, 8EE1� I BEYOND THE METAL -HOOK MR ANCHOR NOTES SUBSTRATE METAL INSTALLATION 28 &TABLE A. SHEET EMEDMBNT: MOUNT FOR WATER RATINGS) ONLY (ALSO SEE TYP. SES: ILLUSTRATION, EMBEDMENT: SHEET ARE FOR SHEETS) S 1 SEE TABLE A,DISTANCE: ILLUSTRATIVE PURPOSES ONLY. SEE SEE SHEET 1- TABLE A. SHEET 1 FOR TABLE A. SHEET i P -HOOK SMS ANCHOR TYR. / SEE ANCHOR NOTES J & TABLE A, 8HEET 1 A, SHEET 1 2.693° MIN. (ALSO SEE TYP. 2MT MIN. U.LUSTRATroN, SHEEP 9) EDGE DISTANCE -HOOK MR USE WITH BOX SILL RISERS PARTS 019.021.023 OR 026. ®P METAL INSTALLATION EOE DISTANCE MOUNT FOR WATER RATINGS) ONLY CMEOPAUMAM ..• - .. -i '.,. ''"-' 141W MIN. EDGE DISTANCE CONCJCMU ANt210R TYP., SEEEE ANCHOR NOTES &TABLE Amepm o W A, SHEET 1 2.693° MIN. I. ALL DIMENsro[ds (ALSO 80 TYP. EDGE DISTANCE SHOWN ARE BASED 2AT MW. ON MIN. ALLOWED. EOE DISTANCE 2. FIGURES ON I. CONCRETE I+�TALLATlON EXTERIOR SHEET ARE FOR (SEE TABLES 1A, 2A & 3A MOM ONLY CONQA:MU ILLUSTRATIVE PURPOSES ONLY. SEE FOR WATER RATINGS) ANCHOR TYP., SEE TABLE A. SHEET 1 FOR - gg ANCHOR NOTES & ALLAPPROVED TAFILEA,SHEETI SUBSTRATES. 144 MW. EDGE DISTANCE 3. SEE TABES i•3, �• <_ 2e I !L SHEETS "FOR ,� ' •`d � '. P -HOOK MOUNTING REQUIRED P -HOOK .� ADAPTERCXNdCJCMU AND P -HOOK MOUNnNGADAPTER `'..•!:• `� ANCHOR TYP., SEE ANCHOR UUANTiTEB. •'�� "• 'r' • `� ANCHOR NOTF-S & TAF9.E ALSO SEE EXAMPLE EMBEDMENT: SEESH ON SHEET 9. TABLE A, SHEET 1 EI IALSO LLUSTRATION, SHEET 9) ®p{ro01( FOR USE WTEH FIAT SILL RISERS =018.026.022OR024. CONCR919FA U INSTALLATION @DERIOR MOUNT SH04VN. (SEE TABLES 1A, 2A& AR MAYAL8O BE Rgt"ALLED EN FOR WATER RATINGS) EXTERIORCX)NDTTION P -HOOK MOUNTING EMBEDMEN`r: SEE ADAPTER CONCICMU TABLE A. SHEET 1 ANCHOR TYP., SEE ANCHOR NOTES & TABLE (ALSO SEE TYP. ILLUSTRATION, SHEET 9) ..• - .. -i '.,. ''"-' 141W MIN. EDGE DISTANCE CONCJCMU ANt210R TYP., SEEEE ANCHOR NOTES &TABLE Amepm o W A, SHEET 1 2.693° MIN. Qp (ALSO 80 TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) Aaae cnetytrr WHOOK FOR USE WITH BOX SILL RISERS PaaTS018 021 02308028. �`t•.�vNSE'••., CONCRETE I+�TALLATlON EXTERIOR � �:' '•,.�4 (SEE TABLES 1A, 2A & 3A MOM ONLY FOR WATER RATINGS) T. DOW - 14 -22 CONFIG. EXAMPLES MAX. UNIT WIDTH MAX. NOM. PANEL WKDTH HEADER DETA4 A', RIA TTP. PER TABLES 13 SHEET 18, INSTALLATION WIDTH DETAILS 'AW &'AB,� tSHEET11 SHEETS 12 & 13ll� PANEL PANEL PANEL PANEL :NM:AIL Wi, am TYPE � TYPE &CORNER 7P _ _ A MAXNOM. MAX. HEIGHT INTERLOCK DETA0.,� ,5 PANEL DLO PER V. SHEET 18 w :• WIDTH TTP. HEIGHT TABLES SEE PER 93 NOTE2 TA8LE313 JAMS DETAIL'G3', SHEET 18; INSTALLATION DETAILS x X 'Gw' &'Ga', SHEETS 12 & 13 80' SILL DETAIL'D'. SHEET 18; INSTALLATION DETAILS EXAMPLE: W INSIDE CORNER 4 PANELS - X) X 'DW & W. SHEETS 12 & 13 i 010 X 1-112° PH SMS PANEL CORNER FRAME CORNER DETAIL DETAIL NOBS 1) SEE SHEET 17 FOR INDMMAL PANEL CIMSURATIONS AS APPLICABLE. SEE DPIANCHORTABLES, SHEETS 83 FOR MAX. R INSTALLATION DETAILS. 2)) ((11) LOCK (ITEMS 76 HEIGHT AND 87 0 110) AT EACH LOCKSTILE, LOCKING9 FOR SECTION DETAILS AND SHEETS 12-14 INTO KEEPER QTEM 103) AT�FRAME JAMB ASTRA(iAl.. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK OOMIdATIONS PER DPIANCHOR TABLES. DLO WIDTH a NOM. PANEL WIDTH - 7° DLO HMlfr- DOOR UNIT HEIGHT -10.128' PANEL HEIGHT= DOOR UNIT HEIGHT -1.888' 18 -22 1 PDT0130 �' No. 58705 CONFIG. EXAMPLES r----- MAX UNIT WIDTH JAMS DETAIL'11', SHEET 18: IOMOCKDETAIL IFDRRLLDeraLSON FKwbHCt1,.`iCCt1 ,__._ INSTALLATION DETAILS 1W & PANEL R1', SHEET 19 OPERABLE JAMS DETAIL W, SHEET 18: .'1 INTERLOCK DETAIL 1V . SHEET 10 V. SHEETS 12 & 13 '�,r-6'�TALLAnON DETAILS'GW &'GB. SHEETS 12 & 13 JAMB DETAIL W, ASTRAGAL HEADER DETAIL IN, SHEET HEADER DETAILA', SHEET 1S: L�F}D-tE'D SHEET 18. INSTALLATION HEADER DETAIL C. SHEET 18: INSTALLATION DETAILS DETAILS it' & 18: hYSTALLATION DETA6$ INSTALLATION DETAILS *W 8 Art. DETAILS'GW & W. L2, SHEET 18 'AW & AB. SHEETS 12 & 13 SHEETS 12 & 13 SHEETS 12 & 13 UNIT x O NOM. HEIGHT % PANEL � TABLES PANEL PANEL PANEL PANEL SES 13 pppg PANEL PAN NOTE ZrTABLES 13 TYPE TYPE TYPE TYPE SHEET I6 TYPE TYPE TYP TL p A MAX ,A, Yom' 'O1 j :j i=:: PANEL % - ---- OXXXD SILL DETA6.'E', SHEET 18: UNIT APER IGHT DETAIL 3•D•, 'EW &'Ee, SHEETS 12 & 13 PILL ANd• TH�TYP. SHEET TYR y MAX SEE TABLES 18. t DIA TABLES , - NOTE 2, 1 3 IySTA DCO PER F16C#1T SHEET I6 DETAILS HT TABLES 94 ��+L3, 'Ott' & vc', O % SHEETS12&13, �WUJLI MAX DLO SEE FRAME $ MAX UNIT WIDTH —I 1. PANEL CORNER BILL DETAIL V. SHEET 18: MAX t W6)TH �- EXAMPLE: O)= INSTALLATION DETAILS CONSTRUCTION ONSTRR F Eris (2 -TRACK) roW &'�'. SHEET812 & 13 EXAMPLE' 80° OUTSIDE CORNER -)OM (2 -TRACK) DETAILS K T HT R ES i JAMB DETAILa3'. SHEET 1S: INSTALLATION DETAILS 'Citi & W, SHEETS 12 & 13 ! INTERLOCK DETAIL <I- V. SHEET IB ` RV OUTSIDE CORNER DETAIL 1d1, SHEET 19 & CORNERANCHORAGE i EET 11 ffm NOM. PANEL WIDTHTYP. PER TABLES 1-3 MAX UNIT r----- MAX UNIT WIDTH JAMS DETAIL'11', SHEET 18: ASTRAGAL DETAILS 11' & INTERLOCK DETAIL V, SHEET 19 INSTALLATION DETAILS 1W & PANEL L2, SHEET 10� .'1 INTERLOCK DETAIL 1V . SHEET 10 V. SHEETS 12 & 13 1 HEADER DETAIL 1 . TYPE JAMB DETAIL W. SHEET P -HOOK DETAIL :I' 81P, SHEET 'B', SHEET 18; INSTALLATION LL '•% SMB DETAIL TC, SHEET 16: INSTALLATION HEADER DETAIL C. SHEET 18: INSTALLATION DETAILS 18: INSTALLATION DETAILS 18; INSTALLATION DETAILS'JW, 'HW & Me. SHEETS 12 & 13 ' . Xvt & Xe, SHEET 14 DETAILS' &'Bc', HESTB 12 $13 7 DETAILS'IW $1C, SHEE7312 813 �'CW & Yb', SLEETS 12 $13 MAX UNIT r----- MAX UNIT WIDTH ---- PANEL TYPE P PANELPANEL TYPE IF PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE /II 9 8EE MAX 12' 1' 1d' 'P M-440MEOLD MAX. UNIT x O NOM. HEIGHT % PANEL � TABLES MAX SEE SES 13 DLO NOTE ZrTABLES 13 8 SHEET I6 <3 � L D j :j i=:: EXAMPLE: - ---- OXXXD SILL DETA6.'E', SHEET 18: (3 -TRACK, RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ee, SHEETS 12 & 13 MAX UNIT PANEL .TYPE TT PANEL TYPE P PANELPANEL TYPE IF TYPE P' IA %HEIC I PAMNOM. WIDTHTYP /II 9 8EE MAX PER TABLES14 T 1 M-440MEOLD X, x O I PER caro ARLES � -3 e �ramn S'i � EXAMPLE: XXXO BILL DETAIL'P, SHEET 18; =*; Nn 637 (4 -TRACK, BY-PASS)INSTALLATION DETAILS 'Por&Fc', sH+�rs 12&13 ,.p'; tel' 3a i5 iYuz BONS :��'• ROti10? •�(�: f SGD - ACT i'0. Srr41 NI>Y n F ` 4B 22 PG70130 Reswm F PANEL'S LEFT STILE TYPE Val � y y p j \Ilr- Ito q7 v cc'i�c�nv n �z ��rn rqNNN\ -a �,t g� v w 2 co 4 Q �S I -sr�lo ;Cu) o rm A r { �E,M1PP 11 ` a�- ��' acn \N s is k4mll \J $'py@pyo �ill Ay� A��[ybpa�=1�� \\11111 ll!// Z �f"% ZV 111 �•� � �9 :O9�N � gy� o�� SII F ASSEMBLY DETAILS 108 RGI PANEWAM LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) ORBt t4IN FULL JAMB LENGTH id 1 17 ® 6 8008 81 ,Ig 8 B80R81 BOOR 81 2 TRACit JAMB 2 -TRACK JAMB a SEE DETAA.Ot (Sl1ITH _ FOR FIXED 6°LONO WITH gg PANEL CLIP q _ tis 108 @ W/RETAAVER6108 PANEL) MIDBPAN (SHOWN WRH SEE DETAIL 02 FXQA PANEL TO _ 1 FOR FIXED OR el 8 THE INTERIOR) 1 1 PANEL CLIP a 103 14 18 8 ® 11 18 17 g40 'Ox3#1' 1 OFJAMB 2 -TRACK JAt 2-TRACKJAh% oR FUULLEINAGTH CR 61 - BAt.4, X 3 W80 OR A706 WISCREEN 8'LON6 W/RETANIERA'!Zi 3 -TRACK JAMB 3_TRACK JAMB 4 -TRACK JAMB 4-TRAgCJAMB (SHOWN WITH ®(SHOWN WRH ®(MOWN WITH H WRH ®(SHOWN WITH OR MA78P eq FRIED PANEL TO OPERABLE PANEL) EXTERIOR) THE INTERIORD PANEL TO ) OPERABLE PANEL) Mir ��R THE EXTERIOR) 63 THE n 2 ' 11 1 iw 45 e IIIJJJ qq3 82 81 83 1 88mcrgmm 63 ma a SHOWNWITH 2-TRACHWISCREEN �F&RAAIEKHFAD FgAD H OLHT� OPT. SCREED! A FRAME TABLES 1-3 TRACK EXTEFOR 82 81 7308 0 7208 79 !• 7208 79 omnD17b8B 11 \r � t1 qq 8 11 1C 5.2i 2 1 0 8.m" 1 IZ4& EXTEWOR 112 g119 4 -TRACK ®p PRAMEg�� E COM—. &FRAME S ; 3cr No. 88705 •� ;•ITEM 81 SHOWN. ITEM SD ALSO APPLICABLE. SEE TABLES ,% SHEETS" FOR DP (PSF)ASSOCIATED WITH SIRE=rof,13`!$.?Q- ° {/ na4L SECTION DETAd S?:: SS.........�` SERIES 770ALL�&L SOP - LM IMPACT ,;�NA4 f94pt�teD7 AL7MilOI.tERPE. ore nem.mmm..�� 88W78 NTS 78 n M=m r.E.easrm { ASSEMBLY DETAILS ` (SEE MEETS 12-14 FOR FOR INSTALLATION DETAILS) 14- ®135°OUTSIDECORNER 2 -TRACK SHOWN L 04W-uwDWr^-I ma® 18 •27 P©TOt� - ITEM M Q*AW-DUTY STILE)SHOWN. MM 980 (STANDARD STILE) ALSO AF'PLMABLF, SEE TABLES 1.3, SHEETS 0.0 FOR OP (TSF)ASSOCIATEOW M ST0-ES. ti�<:' Na 50705 RED G S 17308 POT# mnm Desmigon READ 2 17800 817308 2-TRA44 HERO WITH SCREEN NAL 317.109 IM BMW 3.7RACI HEAD 4 11312 817812 3NACCHEAO 5 173W 8 SCREWCOM 8 17917 817377 FRAME HEAWJMBADDON 7 17904 0173m SBL 8 179m 61P.im ENRAB 9 17907 517= 8111 t0 173m81791011 617539 7RACC BLL 11 13 731 617913 ES[LL WSW 12 17301 817016 TE 3) 19 17318m 71 FWWE N()EE NOTE 3) 14 1381 817305 TNmBM ST. MLLERASSY. 15 17361 6173@ 7MCX JAMS NOMI SCREEN RAI. m 17908 8/7308 31RA17134MB 1T Inti 017311 4-TRAf7f JAN8 t8 am 617422 eLl RIM -FIAT, RUSH, 144 m 17919 111 0 BILL RIBEI-BCCPLU8N, 1.1)2' 20 17921 817921 S8L ROM -FIAT. LOW, 2.777 21 1 7318 01 7301 RMER-BOX I.OW. 2-tW 22 17369 517365 RM -FLAT. MEOM -N4' 23 1354 017350 RMER-BO7Cd�.3-Nr 24 17921817M 817 ffi1R18ER-FIAT.IROI/,r 26 I= 817320 BILi.t118ER-BOX IAw,r 29 17335 6173S3OOK Duet PLOD 27 mm eN7o 1�OPRE4E BULB 59TPFOR Pa= 28 17994 017334 PDC011'P4t�KntlwNT 29 17936 StM P•fmOfLCAVFR so 17948 817148 POCfffTRHImK FCRBOXRISER 31 1378 617978 t38O0RNER 92 17978 81799 138 FOOD MOL27T Im 1792 IIB18 40G1 ARE8QtEEN PAM: 40 4019 812273 ERAIL-LOCKffrnG 41 1t2 71ACKNRLBKCKBET ' 42 113 41818 EPER SPACER SET 48 114 68162EIR.00IAOAPIER li mi8P 44 4428 86428 UBLE NIERLOCK EMOLLER-ST.611. 46 118 812018 RAIL 48 4318 NEED TTOM RAIL 47 18 7SIM STAND OLLER 48 m YAWN(OLLER-SL6N. 6117938 a 4141 17362617M MMM ASTRAGAL 6o 1734.9 817318 O ABIRANLLAG4PIER 61 188@ 81 62 1891 81891 -.186 53 6181SCMGOTH offlo, 6A 1729 XtH BEL BLOCK NEOPREIm01BsITB SET. BLOCK REOPIME 85.16 Item � S POTS D96DAPDon � OWU4AFIRUSFALOUPABEAL SPACEI (CAO6P08QE SEAIANTNEMONO 60 IM SIr3aPAKEL95Y 01 1733017M PANEL STILE 0tEAVY DUTY) 02 17327 _817SU NTEIUCCCAUAI WM 63 1275 MM48 YNYL BUL8W81P.-7HID1 (04107E meERLOCO 04 1728 Ma SOA ENDPAD 96 17526 617228' WIERLOCOSCNEWCOVVER 87 17326 817829 68 17999 617539 HEAVYD111YASWMRAL 69 17320 017824 Tal' B BOTI061 RAL 70 I= 4173W ESKM N (NECeDN NWID197) 71 1US 71 1-171 1'x3fr FTN REAL OUSE 711108 n 8163 7016911 TNmBM ST. MLLERASSY. 3 0163 781WN' 7NLDEl1 ROLLERASSY. T4 OR GEdmD 73 m also 78188% 71032>HFS7( OE4 MORTIIN:SPLY LOCK TIM PLATE 632X1`FL BB W/7YPE'F'7P+ Tr 7163239 tooaerEEl2nvcl)Nur m 17967 81739 r 10 BEAD 80 17969 617369 7H8'BEAD/FOED PANS. CLP et —IT—=— 017380 618'BEAD 82 1224 SM47K V01Yl BmBWEANtE178TRP B9 745 1748 LOWS Nq 17l XC18.80L 810E ADH. POl 100 8012 48012 ROLLER ADS ROLE PLUfl 101 TBw .anal A1aPER 101 Im 71016 Duet PLOD tm 6166 nt= rKEETmR 104 853 18mQEP La2tKeBPen tm 17140 017344' FRED PA6fiLC.6-8'LONO ROB 17362 817382 F069)PANEL RETA078R-618' 07 108 139 Im 71739: 7140 HANDLE KO- pgBEOWOH7Nmm TU011 HANOIE KO -RAS® OOERmR HAN01E 109 1791 781= HANOIE KN- REMSSED NIEAwR WON TMIMBIURN Im 1792 78178 HANDLE mf -REED 08Em0A PULL 111 71 0X54' PN PN.TEK-S.S. 1t2 198 ' NA71P,.00X.tm-FNSEAL 113 1712 64068 ' .187' X237 FNBEAI 114 li mi8P 61ox1-17a 115 TiMM. 6xr 118 72MaX 4>BXt'6.8. 117 72 12K 814-�X1-0R'SA 18 1 817598 WDE6REE CORNER RTS&A'ER 1 1 1 6117938 WCEImEE pU18�CORNER ASORAOAL OELWff L98IDE OOW4ER 1 17362617M IFVWPAMLMI7AT NOTES: 1) ALL ALUM04UM - 6063-76 2) REMS # 3336, 67.0.66, 78,84-M.121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL ®T7.C.vANNMIB I I wrz7m I NMI 20 d22 I POID430 NOTES: 1) ALL ALUMINUM =8083 -TB 2) REMS 0=. b7-51 88.78, 84�, 121 B 122 T UBED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF 812 OR 913 REQUIRES MIL 010 SMS OR3N6` MASONRY ANCXIORS ® 24' MAX O.O. *:., N,.587o5 � 15',w,, 6.068° 8•�° 0.080' 1.606' 1211• 0.08]'O2 TRgCK HEpp t0 4 SILL (�83-TB AL) T8 , 8.188" 6.628' 0.080" 1.806 1.211• ! -A ii i 0.081' 2 TRACK HEAD WI SCREEN CK O T Oa 83 -TEAL) 7.106° 6221' 0.080' n 121 1` 1.605° T -T 0.081° O3 -TRACK HEAD x-TRACKSI . W/SCREEN TRApC (8063-76 AL) (8003 -TB AL): 9.142° 4.49'11 0.0• 1. 1211° 0.081° O4 -TRACK HEAD O23RACK 301 (8063-T8 AL) (8083 -TB AL) I 614. 0.060° 0.832' 0.760° 0.000° 1.618' 1.990° O FRAME FfrADNAM6 SCREEN (6083 -TOS AL) SEE SHEET 17 FOR 801 RISERS. @MMSILLSOFtEEN (.X AL) REQURESMM.6108MpR3110'MK#IOS OR3N0°MASONRY ANCHOR$ @ 241 MAX O.C. (SENOADFRAME D O SCREEN ( TS AL) MS ANCHORS @ 241 MAX O.C. 1.36' 0.062 0,081' 6.066 1.672` 1.098° SCREEN � BTB.E (6003-T8 AL) 1.045' 1.883° omr as s� TOP ( TB AL) 1.36' 0.081° 5�^ 7.106' to 3.7RACKJAMB (8083.78 AL) 1 0.875° 0omr " @ew7 �-RA0. (6063.76 AL) 97 4-TFiACKJM� (6069.76 AL) 2 SGD - LM IMPACT 21 -22 PGTO130 0.718° 0.8.4° 24W 3.802 0.762 -�j �- 096T jL'' J#j 0.674 0998° 0•�' 0.082'.2 3.80.1° 0.8' 1.183°1 ° 0.080° 0• w 0.062' 8 1.t S0.L 28 P0.0 gg P MOUNnNG H K COVER O--6-3 O(6o63-TB AL) 8� TO AL) 0.0er O'-HOOKWRBOX- (60B9 -T6 AI.) (8063-T8 AL} (60&i -T6 AL) (8003' ( a° .165° 4' 2.30° T.488° OA81- 0.030' OA82 1.800 0.133' 1.800 A81- 7.870° 1.736° 0•�2 1.888' 1.303' o" .018° 1.974' 3.126° 3.126° 2.44 O 136° OORNER O 136° D MOUNT O gT Q 8063-T8 AL E (0083-T8 AL) (8088• AL (8083 -TO AL ( gppp'�Eg ( j 0'002° fNTER1.00K t4CREW COVER (808:448 AL) 3A78' 3.976° (�-- 4.128' 1.OW' (�- 1.060° 1.0�° 0.075° ,•845° OA71- 1.646° 0.002 1, pa° .811° .466° .041- OA26- 0281'- .281' OLA2ING 7/18° OLA�ZINO 8° 6LA2Hd0 OSTANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL O TOPBOTTOM RAIL O tl 083 -TO .l O' D STANDARD (6083-T8 AL) (808348 AL) (808348 %U -j (8083 -TB AL) "(-"0.L) (608348 AL) 1.003' 1.03' 0.767' 0.080° O.D60° 108 PANE CX.O� 0.700' 2.893° 1.488°0.133* 1.498° 08340 AL 0.080' 0.733° �11t,�vAh i4& �g} :r,Get u II 0.709° (`123'-�T-NHER-. 718°1° 1ffi 90° WSIDE COMER 0.081- :;q(�-TS AL) 2 tte 99° OUT30)E CORNER ASTRAGAL O(�03'TB Ay `� �t y lYH&��i�� "C•p. is �� FDO PANEL 118 90° CORNER RECEOJER (608;448 AL) t RETA04ER 6%1- (6009 -TB AL) Cy�'�.t'�JO� •: � *.' �.GBr06 , mmteaeroc0ot'mOeaEXTRUSIC•NS OW..OPAU MOM ?X SERIES 770_ALUM. SOD - LM IMPAC7 o° 3�800.7/0 NlS 22 :2d PGM30 -�,o'••.,Ft,amOP'C9 cS3/0tdA4 � . AUGSIVtFelE15h°P• PE08� a� .D1. 10110/!1 B t � MIMIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26`h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2559 NOTICE OF ACCEPTANCE (NOAH www.miamidade.nov/neral PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 PERA 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. PERA 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 "HR -710" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets i through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, 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. MISSH,E 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 Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of thiq, Wj, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jainleffi'D. t►acoutu�r �(,( GLan , 0 NOA No. 11-1114.04 J 2 tv T Lxpirafion Date: December 21, 2016 �a _pgroval Date: February 16, 2012 Page 1 P PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 07-0815.09 and 06-0445.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 0 7-081S.09) 2. 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 window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. 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 window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08--0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NDA No. 11-0630.02) S. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 07-0815.09) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G TH R U L MUST HAVEA TES GLABB CAP. A. 6118- LAW CONSISTING OF (2) LITES OF RAP ANNEALED GLASS WITH A.= DUPONT BUTACITE OR SAPLFXNEEPSAFE MAXIMUM PVB INTERLAYER B. 818' LAMI CONSISTING OF (1) LITE OF IAP ANNEALED GLASS AND (1) LITE OF 118- HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXJX :EEPSAFE MAXIMUM PVB INTERLAYER C. BIB' LAMI CONSISTING OF (2) LITER OF RAP HEAT STRENGTHENED GLASS WITH AN .099 DUPONT SUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER D. 7118- LAW CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E. 718' LAME CONSISTING OF (1) LITE OF SIB ANNEALED GLASS AND (1) LITE OF 318" FEAT STRENGTHENED GLASS WITH AN DUPONT BITAQTE OR 8AFLEXMEEPSAFE NOA DRAWING MAP .090 MAXIMUM PVB INTERLAYER SHEET F. 7110- LAMI CONSISTING OF (2) UTES OF SMS- HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLOUKEEPSAFE MAXIMUM PVB INTERLAYER GES' COs••^'•"- I GLAZING DETAILS-....._._ 2 G. ISIS' LAMI IG: (1) LITE OF IAP OR 318' ANNEALED (PAIN.) GLASS, 818' OR 30 AIRSPACE AND 6118- LAMI CONSISTING OF (2) ARES OF RAP ANNEALED GLASS WITH A DESIGN PRESSURES --3 .WO DUPONT BUTACITE OR SAFLE IKEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS ..... 4 VERT. SECT)OGS...__....» 8 H. 1318' LAM) IQ (1) LITE OF VB- OR 318' ANNEALED (MIN.) GLASS. 6`16" OR 38'AIR SPICE AND S118 -LAW CONSISTING OF (1) UTE OF IV APAIEALED GLASS AND (1) LITE NORM SECTIONS--._._. 8 OF 1A8' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACTE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER PARTS LIST _..„........ ...._ 6 EXTRUSIONS ................_.. 7 I. 1318' LAMI IG: (1) UTE OF WOR 310-ANNEALEO (ALIN.) GLASS. 318' OR 3AG-AIR SPACE MND BIB• LAMI CONSISTING OF (2) LITER OF 11W HEAT STRENGTHENED GLASS CORNER DETAIL--- 8 WITH AN .090 DUPONT BUTACTE OR SAFLEXIK3EPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE--- 8-11 J. ISMS- LAMI XO: (1) LTTE OF 11W OR 318° ANNEALED (NN.LGLASS, 319' OR 1W AIRSPACE AND 7118' LAMI CON81STM OF (2) LITEB OP 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR BAFLEXrOMEPBAFE MAXIMUM PVB INTERLAYER K. MSIR' LAMI IG: (1) LTTE OF VS OR SHS -ANNEXED IMM.) GLASS. 31B - OR IW AIR SPACE AND 718' LAM] CONSISTING OF (1) LITE OF SIB' ANNEALED GLASS AND (1) LITE OF 3MW HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIK:EPSAFE MAXIMUM PVB INTERLAYER L. 1316' LAM IG: (1) LTTE OF IAP OR SIB' ANNEALED (MM.) GLASS, 319' OR 1W AIR SPARE AND TIB' LAMI CONSISTING OF (2) UTE8 OF 3M8 - HEAT STRENGTHENED GLASS WITH AN AO DUPONT BUTACITE OR MAXIMUM FVS INTERLAYER 2. CONFIGURATIONS: 0& X0 XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-M S. POSITIVE DESIGN LOADS BARED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130D-02. 4. ANCHORAGE: THE 33 V3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FORANCHORAGE DETAILS. PP10D=RSVIM _ �Aaoq 5. SHUTTERS ARE NOT REQUIRED. sNo yy S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 1. REFERENCES: TEST REPORTS FTL484 FTL4N9 AND FTL-000. ELCO TEXTRON N/A: 04 -MIM, 030228.05 ANSUAFBPA NDS -2008 FOR WOOD CONSTRUCTION 1 M I I I I ADM•2WSALUMINUM DESIGN MANUAL .�ON.( LYNN Afj,. WI, , 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY * �s HURRICANE ZONE (HVHZ}•'''. *;' No. 58708 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G- L SHALT. HAVE A TEMPERED LG. GLASS CAP. 1130TH THE OP AND ANCHOR QUANTITY REMAIN UN HANOW. )� A I B F9172M COMM M ME0, IS) TECHNOLOC vo.eq:c,tmc nacwre. atsan ow. GE. NOTES ALUM HORIZONTAL DOW /MPAC_T sr • 2�� :�i '•.Fw wL1 �f,I�PE K 4nB4p c FrzaclomNoreB7Bam.NDTBBTOCIA00111`1517r. 'JO 22688 14 � Mr. mm 1-1 r i! 4127.10 E 21 1a' NOM. GLASS SITE 1!S'ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER VB' ANNEALED OR HEAT STRENGTHENED GLASS 5118' NOW 5/16' LAMINATED GLASS 1/1' NOM. GLA88 SITE C 88,87,88,88,70,71 c 1A8' ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 6H8'LAMINATED BHB' OR 3B' AIR SPACE 118' OR 3/18• ANNEALED OR TEMPERED GLASS Jallme'NOM. 13/18• LAMI IG GLASS W/ 5/18• LAMI aEXTERIOR INTERIOR GLASS BRE NOM. (ALL SECTIO 3M ANNEALED OR HEAT STRENGTHENED GLASS OW SCLUT1A OR DUPONT PVS INTERLAYER 3H 8' ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED 7/18' LAMINATED GLASS 1Q'NOX GLASS SITE it : No. 83705 ®FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. W al. aAnceutmNnrreatt>�T AZINODETAIL3 a�mn D aracAPTDBE7 +s�rA�T�owsRame ALUMHORIZONTALROLLERWINDOW IMPACT��S4/f4Rt7 C ND04AN eR &ftT PC. eq%1m0 OV, �P.E ?am M 9m/3w NRT1n F.0 1 r 11 4127-10 72,73,74,76,78,77 MWuyma thewiw IISVRM 3118' ANNEALED OR HEAT STRENGTHENED GLASS OtdalPlt SOLUITA INR DUPONT PVB INTERLAYER =064080 3H8'ANNEALED ORHEAT STRENGTHENED GLASS 7110' LAMINATED 3N8' OR 114'AIR SPACE 1s . m 3MW ANNEALED OR TEMPERED GLASSQ 13N8' NOM.t, l l t 13/18" LAMI IG GLASS W/ 7/16" LAMI ��• .( LYNN . �p?..sE it : No. 83705 ®FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. W al. aAnceutmNnrreatt>�T AZINODETAIL3 a�mn D aracAPTDBE7 +s�rA�T�owsRame ALUMHORIZONTALROLLERWINDOW IMPACT��S4/f4Rt7 C ND04AN eR &ftT PC. eq%1m0 OV, �P.E ?am M 9m/3w NRT1n F.0 1 r 11 4127-10 TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW I GLASS WINDOW HEIGHT MOTH TYPE 28" 38" 38 318" 48" 60 BIB' Be 80" 83" D Q FOR INSTALLATION IN THE HVHZ ABOVE 30 L ALLHALASS vPESG- L SHALL HAYS A TEMPERED La aLAW CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN 84" A,B,G,H +60.0 .60.0 +S0.0 -M.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 1 +80.0 I -80.0 +60.0 -W.0 +60.0 -W.0 96" A,B,G,H +60.0 •60.0 +60.0 -80.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60,0 -MO +58.8 -58.8 +56,2 -56.2 1063!8" A,B,G,H +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 •60.0 +65.2 -56.2 +62.3 -523 108, A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •80.0 +60.0 80.0 +80.0 80.0 +64.6 -54.6 +51.7 51.7 717" A,B,G,H +80.0 -60.0 +60.0 $0.0 +60.0 4D.0 +60.0 .60.0 +60.0 -80.0 +59.5 -59.6 +83.8 -83.8 +50.9 -50.9 UP TO 711" C,I +60.0 80.0 Up To Il D,E,F, J L +76.0 1 -76.0 UNCHANGED. TABLE 2. XOX (1)3,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TOI 83" WIDTH TYPE TO 88 7/18" A,B,C, G,H,I +60.0 -W.0 TO 887/16" DEF, J,K,L +78,0 -78.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WISAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 36" 38 318' 46" IEI 818" 64" 8C' 83" 80" A B,G H +78.0 -75.0 +75.0 -78.0 +76.0 -75.0 +76.0 -75.0 +78.0 -78.0 +75.0 -75.0 +76.0 -75.0 +75,0 -78.0 88" A,B,G,H +75.0 -75.0 +75.0 -75.0 1 +75.0 -75.0 +75,0 -75.0 +75.0 -76.0 +76.0 -76.0 +74.2 -74.2 +70.2 •70.2 72" A,B,G,H +78.0 -75.0 +75.0 -76.0 +76.0 -75.0 +75.0 -75.0 +75.0 -78.0 +75.0 •76.0 +89.8 89.8 +68.2!-775.0 74" A,B,G,H +76.0 -78.0 +75.0 -76.0 +78.0 75.0 +76,0 -75.0 +75.0 -75.0 +76.0 -760 +88.1 X8.1 +83,8 ND UP TO 74" 4 DK'�'+76.0 GLASS TYPES: TEST REPORT FTL-4m (XOX), FTI-48159 (OX & XO) AND FTL-53M A. 5116" LAMI - (1/&' A, .080,118' A) G. 13116" LAMI X1/8" OR 3/16'A (M64.), 5118' OR 3/8' AIR SPACE, 8116' LAMI - (1/8'A, .OKII(m B. 6118" LAMI - (118' A. .090,1!8' HS) H. 13116' LAMI IG-1/8' OR 3/18"A (MIN.), 6116" OR 318' AIR SPACE, 5118" LAMI - (1/8"A, .090, i9rHS) C. 5/1(" LAMI - (118" HS, .090,118' HS) I. 13/18" LAMI IG-1/8" OR 3116-A (MIN.), 5116' OR 3/8" AIRSPACE. 6116' LAMI D. 7118" LAMI - (317(" A, .090, 3116" A) J. 13116" LAMI IG-U8° OR 3116-A (MIN. 311W OR 1/4" SPACE, 7/16" LAM] - (3/16'A, .CK 3116-A) E. 7/16" LAMI - (3/1(" A, .090, 3/18" HS) K. 13/15" LAW r-Ifi' OR 3/18"A (MPI.), 3118' OR 1/4" SPACE, 7116` LAMI - (3/16'A, .090, 3/1('HS) F. 7118" LAMI - (3/18" HS, .090, 311(' HS) L 13116' LAMI r-1/8° OR 3/1("A (MM.), 3118' OR 1/4" SPACE, 7118" LAMI - (MO-FIS-090, 311("HS) %p�''.• y7ATE OF 40- oF•.;F�an a,,• aL b.E Jl t01'1)/H E NOQ/ANGE71@981�7' ..,.. vaegx,eaa owe.nama P ""�"' DESIGN DESIGN PRESSURES tR ar�n a Ad➢EOKiCAPTOREfE1OIMW .XFrND,e er ALUAAHORIZONTALROLLERWINDDW,IMPACT FXISQW arr�r c AvnmrEoaALwvoPncNeuwATEAam,efs�oaaPr VLJbtj Hswr yg,ryp NTS 9 e 1f � 4127-f0 E FX .LL RU 27 3V MAX. DLO 84 0110' MAX DLO FIXED VENT �H j 2731$' 273W It c tib: �ceNsp' �P r -- 73' MAX. WIDTH IF. FRAME VIEW D -D u• MAX w DTH FLANGE FRAA� (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO = ✓.L rarm} E KD RMShEfir ='p ;� Now ,w°,eo°,a°°rmeve ELEVATIONS ' �T'••., fl•oaro�•' O2` J.9849DMr O MOGNAME eH�T • ... FJI44W D �P �„e� ALIAL HORIZONTAL ROLLER K NSW IMPACT FA22M J.A .1/1S✓!b NdtW6.R1{tn V1gDb Bemr /YD1D NTS I r 11 J1T7-1G AL4iiidd�l+,PE E P.E168J°6 110' MAX WIDTH I.F. FRAME it 7H0' MAX. WIDTH IF. 111' MAX. WIDTH FLANGE FRAME _ 8 7H9' MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1/31/3-1/3) NOTE: 33 Silo, MAX 33 9H0' MAX 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. OLD FIXED D DLO VENT SEALANT OR GASKET Fr Sr MAX FLANGE I A FSE 87310' MAX I 8B' MAX CONFIG. p� p F. PRAME IXED I LTTES 82'x'IF. FRAME ALLCONFIG. A!FRAMF It c tib: �ceNsp' �P r -- 73' MAX. WIDTH IF. FRAME VIEW D -D u• MAX w DTH FLANGE FRAA� (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO = ✓.L rarm} E KD RMShEfir ='p ;� Now ,w°,eo°,a°°rmeve ELEVATIONS ' �T'••., fl•oaro�•' O2` J.9849DMr O MOGNAME eH�T • ... FJI44W D �P �„e� ALIAL HORIZONTAL ROLLER K NSW IMPACT FA22M J.A .1/1S✓!b NdtW6.R1{tn V1gDb Bemr /YD1D NTS I r 11 J1T7-1G AL4iiidd�l+,PE E P.E168J°6 MO HEu FLAI FRO WTERIOR MNL VENT DLO MAX MANGE E F MAX. WIDTH (FIANOE FRAME) EXTERIOR 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) h MAX. FD D DLO --I �-- MAX. voir DLO ---4 MAX W=H O.F. FRAM n EXTERM SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) MAX LYNN 10 oN........ 'uceRSF" P 10 SECTION C -C 42 SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) = Q t tF.0 .U. 1W17MI E N0CiMNGE7N38NW i �•'., BTA CP mNmCKKaoa'/aRwe � SECTfOtV3 T ti..ORIOP.•'(�.�� rx I D ND 7H� N0K018.FLMS ALUM. HOWONTAL ROLLER MIHVOW IMPACT SS�ONAL FX IN C A00 4141 MEWS PA•B�c /s7D �� rout � I��II �1� 721MOM J.1. 92Mti I NONOY9,Rsr�r� mvw Haff I 8 • fi 4127-10 IF ~`P.BI BH/00 P8 nW DWG#IREVI DESCRIPTION MAIL I PGT# I7'DL1 DWG# RIW DFSCRI '" I MATL I PM 1 4102 1 A IFLANGEFRAME HEM 6063-T6 AL 61223T 66 GLASS I3/16'I.4ND IQUB"A NMI 3/8'AIRSPACE, 5/16' LAW(IMA.090 PVB. VrA 2 4023 I SASH STOP STD. ANTI UFTCIJP 6063-T5 AL 612244 67 13/I6•IAN IQVrA 041KI 3W AIR SPAM 5/16.1AMI 1/r .090 PVB, VrMS 3 #BX3/4PH.PANHEAD 7834AA 68 13l16"IAN IQI/8'A 3/6'AIR SPA 5/16'LAM 11B"HS.090 M V8' Qp 4 4033 1 SASH STOP COVER SASH ST 6063-T5 AL 69 13/16" IAM! IGN16-A 041N.X 3/16' AIR SPACE, 3116' LAM[ IMA .090 PVB, U8"A 6 4136 IFIANGEFRAMESILL 6063-T6AL 64136 13116' IAMIJQ3/16'A (MWj 5/16' AIR SPA 5/16" 1AMI 1/rA .090 PVB, 1!8' 7 4137 ISR1,ADAPTOR. 6063-TEAL 64137 71 IYI&IAMIIQ3/l6'A IN. 5/16' AIR SPACE, 5/16" LAW 1/r .090PVB,1/rHS 8 4131 IROLLERTRACK 6063-T6 AL 64131 72 13/16' LAMItQ1/8"A IN. 114'AIR SPAC$7/16'LAMI 6°A.090 3/t6°A 10 71296 1WEEPHOLECOVER. POLYPROP. 71298 73 13!16•LAW IG•I/8"A (MIN.X IMP AIR SPA 7116- LAW 6'A.090 3/16° 12 1626 CELL ROAM PAD 7P 74 .13116' LAME IQI/8"A IN. 1W AIR SPA 7/16'LAM1 &&.090 311E 75 Wt6'1AMI 1QN16'A . 311E AIRSPACE,7/16- LAMI I6'A .090 3/16'A FLANG FRAMN 13 4002 A FLANGBF3IAMEJAMB 6063-T6 AL 612723 12225 76 13116- LAM IG3/16'A IMYN.j -Vie AIR SPACE, 7/IELAW 3116" .090PVB,3lt6' 14 4134 GASKETFORMAlNFRAMESIILJOINT 74134W/KW..77 13J16'IAMIKi3/1EA W. 3116' AIRSPACE 7/IELAMIIeHS090 Y16" IS 1133 66X1.000 AD PN. SMS 781 90 1014 SCRREENFRAME &MR 3105-H14AL 16 4110 O ISCREEN ADAPTOR 600TSAL 641100 91 1630 SC IEENCORNERKEYWAUNCB POLYPROP. 17 4054 B JFIXEDMEETINO RAIL 6063HD-T6AL 64034A 92 1631 SCREENCDRKERXEYW/OUTRINOS POLYPROP. 19 4066IWSTP-187XIA FM SEAL 640660 93 1073 SCREEN SPRING ST8•I•. 21 4105 ISASHTOP&BOTTOM RAIL 6063-TS AL 612240 94 1624 SCREEN SPUNB-.135 DIA, FOAM EM PVC 22 1683 lWSTP,2M X.270 BACK, FIN SEAL 616836 95 1535 SCREEN SPLWB-.133 DIA. HARD FM PVC 23 725.1R0111•R HOUSING&GUIDE 421 YAM 96 SCREEN CLOTH 24 M6 IRRASSROLLERWHEELS BRASS 7BRWFB2 2824 41 I.F. FRAME HEAD #4139,6083.76 .Oe2l I 3.188 •�-{I-�� 1 O I.F. FRAME JAMB 4$ #4141, 0063.78..t LA 9414D. 6063-TS 4Q I.F. FRAME SILL 29 4128 IHORWNTAL ROLLER SASH TOP GUIDE P(X.YPROP. 44128N 32 4006 D ISASHMMMMRAFL 6063EF T6 AL 64006 33 1235 WST'P,.170 X 270 BACK, R SEAL 67SI6G 35 1096 SWERPLATCH DM-CAST 71096 36 1016 #8 X .623171 FL. SMS '7858 37 4126 ISASHSICERAIL 6063-TEAL 64126 36 1683 IWSTP,2MX2RIBA FIN SEAL 616M 39 7070 IBLIL3 W RATHERS 1'RIP .187 X.275 67070( 40 1 IUFTRAILCOVERCAP 74078"C"LORR 41 4139 1 1I.F.FRAMPHEAD 6063•T6AL 64139 42 4140 E.F.FRAMESILL 6�3•T6AL 64140 PRODUC/'RI{VISBD ..pWns M0.FWtim - 4 $� 6 1 N3. LYNN Aff uu,w, 5.f •' ::�P '. �. = * ( No. 68705 - Q* 12-- 43 4141 iF.}72AMEJAMB 6063-T6 AL 64141 50 GA+ZINOSILICO DOW 899,995 OR UIVAIFN3 51 1224 VINYL GLAZING BEAD BULB CK 6T1'7A7W,K 5.2 1225 VINYLGAZMEIBADBULB 6TP24SK2784 53 4039 1 B GLAZINGBPAD-S/Ir 6063-TSAL 640398 54 4044 1 B GIAZINGBPAD-5/16' W/ORILLKIT 6063-T3 AL 6447M 55 4222 1 A QA7JMBEAD-7/16' 6063-T5 AL 64222 56 963 I C GIAZMBEAD-7/I& W/GRILLKPP 6063-TS AL 6985 59 4067 1 IGLAZNGBEAD.13/16" 6063.73 AL 64067 60 CLASS 5116' LAME A,090 PVB, 1/8" A 6I 5116' LAME I/8" A,090 I/6" FIS 62 " 5116' LAW 1/8" HS .M PVB, U8" HS 63 7116' /AMI 3/l6' A,090 PVB, 3116" 64 7/16' /AMI 3/16' A .090 3/16' HS)710 65 7/16' IAM/ 3/16" HS,.090PVB,3/16" HS u tamnf a nac>GwaOrnrssf0£7 eme� PdBQ ,62Y N = p T "� �PARTSLIST ALllA9 HOR/ZON7ALROLLERYvwDOW IMPACT %1p`. STA1EEOF • 4i: ;�`FS•.,2ono?�j`?: ......... .� AL �tlLWM PE rrs o Anon TOGLABZWW,9TYPF8 PX +Haan c UEW4f 49&43 PX 1/1BA0 LL $?4. Da �$ ftlYtO i1�. B + 17 47'1%lO E .082 3. 82 IF 73 1. jaz O FLANGE� FRAME HEAD O FLANGE FRAME SILL R4138.8083•T8 L --+—.082 .490 OT—I—,--,-4 2 SASH STOP 44028,6063 -TB 082 ::]3 21 SASH TOP & BOTTOM RAL 44133. 8083.76 O GLAZING B SH 8' 440448.6083•TB (USED W/ GRILL KIT) 061 .a3 O HORIZ. ROLLER TRACK 44131,8083-T6 ' 062— -II �87 tm OSASH MTG. RAIL 44006D. 60045 -TB 080 1.096 'T O GLAZING BEAD 7118' 442220. 6083.76 .",f3A go Ll Oj FRAME SIIADAPTER TTTT 44137,8083-T8 1.187 .082 �7.403+I 17 FD(ED MEETING RAIL 440848, 60601D -T8 a 1 .zat� 37 SASH SIDE RAIL 44128, 6003.76 .cw P- 7670 1.118-T I O GLAZING BEAD, 7118' 48860,8063-T8 (USED WI GRILL KIT) �1.813+•I� .73B O SASH STOP COVER #053,6083 -TO {+-2784-1 1�082 13 FLANGE FRAME JAMB 440020. 6061 -TB .e7e O GLAZING B BHB' 1LowlrrrsBvlsml 046198, 6003•78P�0 U1e R0f� co4o ��---+t.69T 69 GLAZING BEAD, 13118' #4W7,6063 -TS ••�:: �1cEr+sF•..:rp-�� * : No. 68703 •'. �......_. __...._.� �.... .�. br 7RAD963T PPl91a� 1/Gf4{y BeMII �" �~ ALYNNw,cv'P.E FIG 0 J1 s7s.08 _ _ a HBC 7 11 417/-10 E _ P.eramm ANCHOR QUANTITIES, XOX 114112-1/4 WINDOWS TABLE (COTES: GLASS TYPES A,B,C,G.HJ GLASS TYPES D,E.FAK.L ANCHOR TYPE 1. ANCHOR TYPES: 1-17d' P1C0 TAPCONB 2.114" FLCO 884 CRETE-FLEX 3-1112 STEEL SCREWS (O8) 2,3, WOOD 2. cow 1, CONC 2,3, WOOD $ CONC 1, C@6 881ID8TRATE ZONE —ZONES 2O _ 2. GLASS 91 VJINDGIN 812E a HEAD &SILL HEAD &SILL AD&SLL 1 HEADS SBL HEAD&SLL WEADBSLL HE LAMI-(V8"A=. UB'A) FOR INSTALLATION IN THE FAIR2 ABOVE30 v 8.8118' LAW-(V8' A.=. I18' HS) FT, GLASS TYPES O-LSFWLHIAVEA C. 5flr LAM] - (V8" HS,.080, IIB' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 0.7/1(r LAMI-(3MS•&0SQ.3M6"A) ANCHOR QUANTITY REMAIN UNCHANGED. 33,1 z 38.375 1+CZ+1+C2+7 2 1+C2+t+a+1 2 NC2H+C2+1 2 1-2+1+C2+1 2 1+L2N+02+1 2 1+02+1+02+1 2 48.888 1-C2-1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+I+G2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 E. 7118LAM] - (3PI8' A,.08Q 3118' HS) S&M 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 /+C2+1+L21 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F.7116'LAW-(3M6'HR4,AD,3M6"HS) G. 13MW LAMI 10 -116' OR 3/16'A (NIN.). &18- OR 378" SPACE, 6M6' LAGS - (118' A,.090, 1f8"A) NCZ+1+C2+1 3 1+C2+1+G2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C1+1+C2+1 3 54-OW H.13M6' LAMI IG • VB' OR 3M8' A (WM), SH6' CR 3W SPA(:E, SPIE" LAM • (IW A..CM VB' HS) 611088 1+0+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+2+1 3 1+C2M+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I. 13116" LANI IG -1f8' OR 3M6' A (MIND. 8118' OR SIT SPAM 8M6' LAM -(10 HS• M, 7f8' HS) J. 13M6" LAW IO -1f8' OR 3116' A (M.). 3118' OR 19- SPAM AIS' LAW - (3M(" AAA, Mr A) S&ODD 1+C2+1+C2+1 31+2+1+C.2+1 31+C2+1-2+1 31+C2+1+C2+1 31+C2+1+C2+1 31+C3+1+C3+1 3 K13f18' LAM) 10- 116' OR 3M6' A(WNJ, 3M6" OR 174"SPACE, NIS' LAM -(3MS' A.080. 3M6'HS) MOM MST![ I+12+1+C2+1 Z 1+C2+1+Cd+•1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+W1-C2+1 2 I+C22+2+C2+1 2 L• 13Mr LARD 10.1Ar OR 3H6' A(MIN.). 3116' OR W SPACE, Mr L4NI-(3M8' MOM 3M8' HS) 40.000 1+C2+1+C1+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2.1 3 1+C2+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.828 1+C2+1+C2+1 9 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+2K3+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 84.00 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+NC2+1 3 1+C2+2+C2+1 3 HEAD & SILL' 101Ir MAX. ON EACH SIDE OF MEETING RAIL CENTEPoJNE. 60000 1+C2+1+C2+1 3 1-2N+C2+1 3 1+C2+1+C2+1 3 I+2+1+C2+1 $ 1+(2+1+ 2+1 3 1+0M2+0+1 3 263-" MAX FROM CORNERS. JAMBS IP MAX. FROM CORNERS AND 221f2" MAIL O.C. MOM 1+CZ+1+C2+1 3 1+(2+1+C2+1 3 I+C2+I+C2+1 3 1+2+I+CZ+1 3 I+0+1+C2+1 3 1+03+2+0+1 3 TABLE ly; X 0 % 74.0ODz 38.376 1+C2+2+C2+1 2 1+CZ+1+C2+1 2 1+C2+2+C2+1 2 1+0+2+C2+1 2 1+0+2-:2+1 2 1+C2+2+C2+1 2 460DD 1+03-+03+1 3 -AOR OUANTITY PER JAMB 1+C2+2+C2+1 31+CZ+1+C2+1 31+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 31+C2+•2-2+1 3 511= 1+C2+2+C2+1 3 1+CZ+1+C2+1 3 1+t2+2+C2+1 3 1+C2+2-2+1 3 NC2+2+C2+1 3 1+C2+2+C2+1 3 HEAD ASILL ANCHOR OUANTITY. D 64.00 1+C2+2+C2+1 3 I+C2+1+CZ+ - 11 9 1+C2+2+C2+1 3 1 1+C2+2-2+1 3 1+C2+2+C2+1 3 1+C3+2,C3+1 3 A CLUSTER OF (3) ANCHOAB CENTERED 50000 1+0+2+C2+1 3 1+C2+1+02+1 0 3 3 1+C2+2+C2+1 3 1++2+C2+1 3 1+02+2+02+1 3 1+C3+2+C3+1 AT EACH ECH OPERABLE RNR PLUS V ATEACH ANCHOR AT VENT 63.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+03+2+03+1 3 I+C3+2+C3+1 3 1+C2+2+C2+1 3 1+03+2+03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEM AND BILL 84.000x 38378 1+02+2+0+1 2 1+12+2-2+1 2 1+C2+2+C2+1 2 1+C2+2-2+1 2 1+0+2+0+1 2 1+C2+3-2+1 2 48000 1-2+2+C2+1 3 1+C6+2+C2+/ 3 1+0+2+C2+1 3 1+C2+2+C2+1 3 1+0+2+C2+1 3 1+0+3-2+1 3 (3' MLN. O.C. ANCHOR SPACING) 50-SM 1+12+2+0+1 3 1+C2+2+C2+7 3 1+0+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 9 1+0+3+C3+1 3 84.000 1+C2+2+C2N 3 1+C2+2+C2+1 3 1-C2-242-1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 ZE • 60.000 I+C2+2+C2+1 3 1+C2+2H=+1 3 1+C3+2+0+1 3 1+0+2+0+1 3 1+C2+2+C2+1 3 1+CL+3+C4+1 9 B1.000 1+C2+2+C2+13 1+C2+2+C2+1 3 1+C3+2+0+1 3 1+C3+2+0+1 3 1+C2+2tC2+1 3 1+C4+3+C4*1 3 r Q % II I+RODUCTNIIY108D 10&3/8x 36.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+0+3+C2+1 2 1+c2+4+c2+1 2 48.00 1+C2+3+C2+1 3 1+0+2+C2+1 3 1+C3+3+C3+1 3 1+0+3+0+1 3 1+0+3+C2+1 3 1+0+4 l 9 MM. RAS" ryp, p � 00 M628 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS N4 I+C2+3+C2+1 3 1+C2+2+C2+1 3 I+C3+3+C3+1 3 1++3+C3+1 3 01+0+3+0+1 3 1+0+4-0+1 3 84.0001+0+3+0+1 3 1+C2+2+C2+1 3 7+0+3+03+1 3 1+CS+3+0+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) •` 60.00 Du +1 3 1+C4-4+3 1-2+3+C3+1 3 1+C2+2+C2+1 3 7+04+3+04+1 3 1-04-3+04+1 4 I+C3+3+004N 63.00 263"MW I t 11 I l l f 1+0+3+03+1 31+C2+2+0+1 31+C4+3+C4+1 31+04+3+04+1 41+C4+3+C4+1 91+06+4+06+1 3 IIIA=x 38.376 1+C2+3+0+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+0+3-2+1 3 Y+C2+3+C2+1 2 i+ 2M+C2+1 2 48.00 1+C2+3+C2+1 3 1+CZ+MC2+1 3 I+C3+3+C3+1 3 1+0+3+0+1 3 1+C2+3+f2+1 3 1+0+4+03+1 3 g 60AM 1+C2+3+C2+1 3 1-2+2+C2+1 3 1+C3+3-2+1 9 1+0+3+0+1 3 1+0+3+0+1 3 1+C3+4-0+1 3 r X O X ` A'C?.• `t y (e9 �� 64.000 1+C3+3+03+1 3 1+C2+2+0+1 3 1+0+3+03+1 3 1+0+3+0+1 3 1+C3+3+C3+1 3 1+04.4+04-1 3 r *7' Na 58705 ' 60.000 1+0+3+0+1 3 1+C2+2+C2+1 3 I*C4+3+C4-1 3 1+04+3+04+1 4 1+03+3+C2+1 3 1+C4+4+C4+1 3 MIG• RAD.. TYP. = 1+0+3+0+1 3 1+C2+2+C2+1 3 1+C +3+04+13 1+C6+3+C4+1 4 1+04+3+04+1 3 1+C6+4+C6+1 4 63.OW E AMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX 1/4-1/2--1/4 4C`'•:Ftpp�D7;..'��.� ALUPAHORIZONTAL ROLLER MADOWIMPACT ,;ONlt.+`� FW7f0 NTS H z if p41?7•f0 E aO.Ylu um J.J 10/f7Iit F Noam-.+1E7f0081E8r5F lora reeN+xxmt•ame 0 16CAPT01E7EVERW+99FrKI= NOKOWI,,twrePAcff c lumAmrmw,& amisormummamANt2A cAp. ADA Po.sQx,me JJ. mmHaxwm.+t3n+ JR. 666, FJt +r,enr PJC Y1808 ANCHOR QUANTITIES XOX 1A -10-1p WINDOWS TABLE B NOTES: C6.A88 TYPES A,B4O.H MASS TYPES C,D,E,F,W,K L X40HOR TYPE 2,3,WOOD Z, CONC 1. CONC 2.3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: 3 SUBSTRATE 1-1/4' ELCO TAPCONS 2-114" ELCO 834 CRETE -FLEX 3-112 STEEL SCREWS (GB) 2.A. 5MW LAW - (1/SA,080, 118'A) FOR INSTALLATION Od THE HVHZ ABOVE 30 ZONES ZONES ZONES ZONES ZONES ZONES 811NOOW Bile LEAD & 9LL HEAD 8801 I HEAD b SRL 1@AD 8 881 HEAD 8 861 HEAD 6 SLL W $ 3. Y11 LAM] -(118'A.=, IV HS) FT, GLASS TYPES O-LSHALL HAVE 48.OWX 38.376 1+C2+1+C2+1 x 1+C2+1+C7N 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 Z 1+C2+1+C2+1 2 C. 6'16' LAMI - (118° HS,0ft V8' HS) TEMPERED I.G. GLASS CAP. BOTH THE OP AND 48.000 t+C2+1+C2+1 3 1 1+CY+1+C2+1 3 I 14C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 9 0.7116'LAW -(318' A.OW, 3M8' A) ANCMOROUANTITYRENWNUNCHANGED. 80.828 1+C2+1+C2+1 3 i+C2+1+C2+1 3 I 1+C2+NC2+1 3 1+C2+1+Ca+t 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 E.7M6'LAW-(3H8'- 1. Fes) 84.000 1+421-+42+1 3 1 1+G2+1+C2+1 31+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G. 13h6' LAM 10 /8'ORWVA(MkN SMWOR 318'SPACE, SHB' LAM-(11CA,.M IVA) SOON 1-02+1+42+1 3 1+C2r1+C9+1 31+C2+t4C3+1 3 1 t4C2+1+C1+1 3 1+C2+1+C2+1 31+C2+1+C2+1 3 H. 13MW LAM] 1G-118'OR 3/iB'A(MIN.)L BMS' OR 3W SPACE_ 8M8' LAMI-(IV A,090. tA' HS) 83.000 1+62+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+42+1+42+1 9 1+C2+1+CdH 3 1+C3+1+43+1 3 I. 1311V LA6B IG- WOR 3MW A (MIN.). SMB' OR 3W SPACE, SME* LAMI-(t/8' MODE. 1/8' HS) 83.128:38.378 1+02+1422+1 211 -M -1-C20 a 1+02+1+CZ+1 2 1+C2+142+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 T J.13118' Li60 IG -1/3' OR 3MW A (MN. ,MV OR 1/4" SPACE, 7MS' LAM 43M8'A..IO, 3M8' A) K13/18'LAS 10-11WOR3M8'A(MIN),3M8.OR1W SPACE,7f16'LAIW-(3MWA,.CK3M8'H8) 48.000 1+C2+1 -D+1 3141+1+42+1 31+C2+1+C2+1 3142+1-02+1 31+C2+1+C2+1 31+C2+1+C2+1 3 L. 13MW LAM 10.1/8'OR 3MWA(MIN.Z 3M8' OR IWSPACE, 7MW LANE -(3AB' HSM. 3M8°HS) 80.6x8 1+C2+1+C2+1 31+C2+14C2+1 3142+1+42+1 3 1-2+1+C2+1 31+C2r1+C2+1 31+C2+1+C2+1 3 84.00D 1+02+1+C20 3 t+C2+1+C2+1 3 1+C1v1+C2+1 3 1+C2+1+C2+1 3 1+C2+1rC2+1 3 1,C2+1+C2+1 3 ONFOLLOWING 3. WINDOW ANCHOR OIIAWffTIFB ARE PER ADJACENT TABLE AND BASED �I THE FOLLOWING VANDO 60.000 1442+1+42+1 3 1+C2+1-2+1 3 1♦C2+1+C2+1 3 t -1+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+CD+1 3 IONS. FOR WINDOW SRES NOT SHOWN,NT TONEMLARGER 63.000 1+42+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 /+C2+1+C2+1 3 1+C2+1+02+1 3 1+43+t+p+1 3 HEAD 8 SILL: 10 VI' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE Mowx 36.3/8 1+Ca+141+1 2 1+C2N+C2+1 Z 140!+1+C2+1 2 1+C2+1+C2+1Z t+f1+1+f1+1 Z 142+t+C0+1 2 26 3W MAX FROM CORNERS 48.WO L+C2+1+C2+1 3 1+C3+1+C2+1 3 1+C2+1+C2+1 3 142+1+41-1 3 1+C2+1+42+1 3 142+141+1 3 JAMES: V MAX FROM CORNERS AND 221/2' MAX. O.C. 80.65 1-1+1-1+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C241 3 1+C2+1+C2+1 3 1+C2+t+C2+1 3 TABLE HEY: A O ZC 84.WD 1+C2+1+C2+1 3 !+C2 -!+C2-1.! I+C2-!+C2+13 1+C2+1+C2H 3 1+42+1+42+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 9 ANCHOR QUANTITY PER JA63 60.000 1+02+1+42+1 3 1+C2+1+C1+1 3 1+CZ+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.0 1+42.1+(1+1 3 1C2+1+C2r1 3 1+C2+1+C2+1 3 I+C8+1+CZ l 3 1+C2 -1+C2-1 8 1+C3+1C3+1 3 HEAD AND 801 ANCHOR QUMTTMM 88.00Dx 38.378 1+C2N+C2+1 2 1-42+1+42+1 Z 1+(2+1+C2+1 2 1+(1+1+01+1 Z t+C2+14C2+1 2 1«42+1+42+1 2 A CLUSTER OF(3)ANCHORS CENTERED 48.000 1+CZ+1+C2+1 9 /+C2+1.M.1 31+C2+1+C2+1 31+42+1+02+1 31+42+1+42+1 3 1-1+1+42+1 3 ON EACH MEETING RAO. PLUS (1) ANCHOR AT EACH OPERABLE VENT 80.626 1+C2+1+02+1 3 1-1+1+C2+1 3 1- 2+1+C2+1 3 1+C2+1+C1+1 3 1-1+1+C2+1 3 1-1+1+41+1 3 PLUS (1) ANCHORS AT FDCED SECTION, 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(1+1+C2+1 3 1-02+1+02+1 3 1+C2+1+C2+1 3 1430+C3+1 3 (B) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+C1+1+C2+1 3 1+C2+1+02+1 3 1+CZ+1-2+1 3 1+43+1+03+1 3 I+C2+1+C2+1 3 1+C3+1+G4+1 3 (3, MIN. O.C. ANCHOR SPACING) 63.000 1-1+1-1+1 3 1+C2+1+CZ+1 3 1+C3+1+C3+1 3 t+C3+14C3+1 3 1+q+1 -C2+1 3 14C3+1+O3+1 3 7480:38.326 1C2+142+1 2 t+C2+1+C2+12 1+C2+1rCZ+t 2 1+(1+1+C2+1 Z 1+C1+1-2+1 2 1+C2+1C2+1 2 263V"MAX 48.00 1+C2+t4C2+1 3 1-1+1+C1+1 3 1-1+1+(2.1 3 1+(2+1+02+1 3 1+C2+1+0241 3 1+C3+1+03+1 3 --.{F.-3'MIN. 60.626 1+C2+1+C2+1 3 1+C2+1+C2- 3 1442+1+C2+1 3 1+42+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+43+1 3 N.(IW 3 t+C2+/+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+4N1+C2+1 3 1+C3+l+C3r13 W.0(10 r02+142+1 Ca+f +11+C2+1+C2+13 1+C3+1C3+1 3 1+43+1+411 3 1+C2+f+C2+1 3 i+CG+1+C3+1 3 tlm 63.000 2+1+42+1 3 1+42+1+12+1 3 1+03.1+43+1 3 1+C2+1+03+1 3 1+C2+t+C2+1 3 i+C3+1+C3+1 3 Rwh Ftml4a 84.000x 38.378 48.000 1+42+142+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+42+/+C20 2 1+CZ+1+C1+1 2 1+C1+1+Cx+1 3 HC2+1+f)2+1 3 1+02+1+42+1 3 1+C2+HHO4, C2+1 3 1+C2+1+C2+1 8 G4+1++1 3 RAIL 0' " �+ EXAMPLE CLUSTER W! QTY. OF (3) 'vE ANCHORS n / Ap 80J228 1-0241+0+1 3 142-1402+1 3 1+C2+1C2+1 3 1+42+1+01+1 3 1+C2+1+C2+1 3 103+1+03+1 3 (SHOWN IN TABLE KEY ABOVE) 84.000 1+C2+1-1+1 3 1+C1+1+C2+1 3 1+C3+1+C3+1 3 1+43+1+43+1 3 i+C2+1+C2+1 3 1-43+1-3+1 3 (10.000 1+C2+14C2+1 3 1+02+1+02+1 3 1+C3+1+C3+1 9 1+C3+1+Cd+t 4 1-1+1+43+1 3 1+C2+1+C3+1 3 253WMAX S&WO 1+C3+1+C3+1 3 1+2+1+C2+1 3 1+C3+1+(2+1 3 NC3+1+C1+1 4 1+CS+1+C2+1 3 1+C4+1+CA+1 4 12'7YP' F_7 3' M1K l I I l i l l tiR437x 39.378 1+41+1+42+1 Z 1+C2+/+C2+1 a 1+C2+1+C2+1 2 i+C2+1+C2+1 3 1+C2+1+C2+1 2 1C2+1+C2+1 2 �. �( LYNN 7•, 41/(2 ��. 48.000 14C2+1+C2+1 3 1+C2+1+C2+1 11 3 1++1+42+1 3 1- 63+1 (2+1+42+1 3 1+11+1+4x+1 3 1++43+1 3 ��• O LC `��,�YON,•. �� tyC8N3F •., F,P W.626 1+C2+1+t1+1 3 f+ll+irC2N 8 t+t1+1.CZN 3 142+1+42+1 3 1+42+1+42+1 3 1+C3+t+12r1 3 � * ••. �_ 04.000 - 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+43+1+03+1 3 1+C3+1+C3+1 3 1+41+1-42+1 3 1+C3+1+C1+t 3 .� * ND. 68708 SM000 1-7+1-42+1 3 1+CZ+1+C2+1 3 1+C3+1+(3+1 3 t+p+1+C9+1 4 HC3+1+10+1 3 1+C4+1+C4+1 4 Lim ' RAIL. TYP• ��;•� 63.000 1+C3+1+Cg+1 3 1+C2+1+C2+1 3.1+C3+1 -C3+1 3 1+C3+1+C3+1 4 i+0+1+03+1 8 t+C4+1MA+1 4 EXl1MPLE CLUSTER W! QTY. OF (4) ANCHORS -o, :,_ FJC 41607 C W0A7HTA8LE BHRTVALI.fF8DtI8TOANe7tORCAP.A44 ro. epx>67s --FI �-um. +vcan+ ru. nv....c•• ..+vrr . '..., 'Il/ei�i1�111- FJO 2Yd6De 9?688 � .� 4 »✓s22il�rmr !=E ;Tslo s 11 4117-10 E ALr es"mm Ps ANCHOR TYPE 2,3, WOOD 2. CONC - - 1, CONC 12.3,WOOD 2, CONC 1, C 8 SUBSTRATE ZONES 20NE9 ZO( WINDOW 312E w 55 IlaggqZONES 4 0 ggqZONES M gqZONES q r 12 y ¢ L� ra 37.000 x 38.376 +1 1+C2+1121+C2+11 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+-S 48.000 1+(2+1+1 3 1+C2+1 3 1+(2+1 3 1+C2+1 3 1+C24 60.626 54.000 60.000 1+62+1+1 3 1+C2+1 3 1+C2+1 3,+C2+1 3 1+C24 1+C2+1+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+024 1+C2+11 3 1+C3+1 3 1+C2+1 3 1+(2+1 3 1+C3+ 63.00o 1+C2+11 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C34 48.000 x 38.375 1+(2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+ 4&OOD 1*132+1 1 3 1+C2+1 3 1 1+(2+1 3 1+C2+1 3 1+C2+ 50.628 64.000 60.000 63.000 1+C2+1 31+Cx+1 3 1+C3+1 3 1+02+1 3 9+02+1 3 1+C3+ 1+132+1 3 1+132+1 3 1+(2+•1 3 1 1+132+1 3 1+132+1 3 1+(2+ 1+C3+1 31+132+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 /+C3+ 1+C3+1 3 1+132+1 3 1+C3+1 3 1 1+C3+1 3 1+C2+1 3 1+C3+ 53.126 x 38.375 4&WD 50.828 64.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1 1402+1 2 1+C2+1 2 1+132+ 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+132+1 3 1+132+1 3 1403+ 1+(5+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+•1 3 1+133+ 1+133+1 3 1+(x+1 3 1+133+1 3 1+C3+1 3 1+C2+1 3 1+C3+ 60.000 1+133+1 4 1+(2+t 3 T+ -57i 3 1+133+1 4 1+(2+•1 3 1+C3+ 63.000 1+(2+1 4 1+03+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+ 60.000 x 38.376 48.000 1+132+1 3 1+(x+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+02+'. 14C2+1 3 1+132+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+', 50.826 1+C3+1 3 1 1+C2+1 3 2+03+2 3 1+03+1 3 1+C2+1 3 2+C3+ 54.000 60.000 1+C3+1 4 1+02+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+, 1+C3+1 4 1+C3+1 3 2`04+2 4 1+C3+1 4 1+03+1 3 2+C4+, 83.000 1+133+1 4 1+G3+1 3 Z+C4+2 4 1+C3+1 4 1+C2+1 3 2+54+: 66.0DO x 38.376 4&= SM625 54.0 60.000 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+02+2 3 1+C2+1 2 2+(2+; 2+C2+2 4 1+(2+1 3 2+03+2 3 2+02+2 4 1+Cx+1 3 2+133+. 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+{2+1 3 2+(:3+; 2+03+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+; 2+03+2 4 1+13x+1 3 2+134+2 4 Z+C3+2 4 1+(3+•1 3 2+C4+; 83.000 1+C3+1 4 1 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+134+1 74.000 x 38.376 48.000 2+C2+2 3 2+C2+2 2 2+C24.2 3 2+C2+2 -3 2+C2+2 2 2+C2+; 2+03+2 4 2+C2+2 3 2+133+; 2+C3+2 4 2+C2+2 3 2112+2]42+CS+2 50.675 54.000 63.000 2+133+2 4 2+02+2 3 2+C3+22+C3+2 4 2+C2+2 3 2+C3+; 2+13+2 4 2+03+2 3 2+CA+2 4 2+C3+2 3 2+C4+:50.000 2+03+2 4 1+C3+1 3 2+C4+22+C3+2 S 2+C3+2 3 2+C4+,' 2+C3+2 4 1+133+1 3 2+C4+22+C:4+2 6 2+C3+2 4 2+134+1 v.a � teal NOR0408.0.3Q/1 NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2.1/4' ELCO SS4 CRETE I.EX 3 -612 STEEL SC REINS (GS) 2. GLASS TYPES: A 8/18' LAMI • (VB' A -M IVA) D FOR INSTALLATION W THE HVMZ ABOVE 30 S. SI18' LAZA ofi' A,.O80, 1!8' HE) FT, GLASS TYPES G - L SHALL HAVE A C. SMW LAMI • (1B' 118,.090, IIS HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7n6•LAM] -(3n8' A.M. 3718' A) ANCHOR GLIANTITY REMAIN UNCHANGED. E 7118' LARAI - (3118° A„080, 3118' Haj F. 7116' LAMI - (3118' MS.=, 3116' HS) G.13118' LAMI IG • 118' OR 3116' A (MIN.), 6116' OR 3B' SPACE, 6118' LAMI - (IV A,,= it8' A) H. 1311W LAMI 10 - IV OR 3M6'A (MIN.). 8118' CR 3V SPACE, 8118' LAMA • (VB kM, 118' HS) I. 13116- LAAO IG • 178' OR 3118' A (IJIK , BHB' OR 318' SPACE, 8118' LAMI - (VB' HS.080, UB' HS) J. 1311S' LAMI IG -1/8' OR 3MC A (MIN.), 3116' OR 114' SPACE, 7116' LAMI -(3MS' A.080, 3116A) K.13116' LAMI IG- 1MOR 3116-A (MIN.). 3118' OR 1/4' SPACE, 7116' LARD-(3MO-AM, 3118' HS) L 13116" LAW IG -1V OR 3118'A(MW.13116'CR tW SPACE 7116- LAW.(3116' HS,M. 3116.144) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SITES NOT SHOWN, GO TO NEXT LARGER VANDOW IN TABLE. HEAD 8 SILL: 1017P' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183W MAX FROM CORNERS. JAMBS: 9' MAX FROM CORNERS AND 221/2' MAX. O.C. TABLE KEY: O A 2+133+2 3 ANCHOR QUANTITY PER JAMS HEAD AND SILL ANCHOR QUANTITIES A C2.USTER OF (3)ANCHORS CENTERED ON THE MEETING RAIL PLUS (2)ANCHORS AT OPERABLE VENT AND MED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) � HO 34- MAX SMM FffiF. )< L--ag RAILv1LOD1JC1'38VLL�+ e1 w�Ovl7ma vLR tlm FloriQe EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) iB 3V' MAX. i,Vr TYv. ��-------��►----- I-�3' MSN. � I I I I I �00IT( LYNN 41�� MTG. RAIL ` * : N0.68708 '. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING OXANDXO KIMOM%�1`F • : o ........ �- 1 UM HORIZONTAL ROLLER WINDOW IMPACT is!�NAL E,kl f°' Im7t0 v.3 NTS 10 +,1 4127-10 E 1 A , 1 3N• MIN E.D. TYP. 2x WOOD BUCK, MIN&4 �itT&E �, . ^' + �NOTE 3 1 3B' ' MIN. NOTE 1 IXWOOD C BUCK. _ - - NOTE 3 -- ! L. vA v MAX. SHIM SHIM CONCFWTE yJpOD ANCHOR, ANCHOR, NOTE I DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAM•DADE COUNTY, USE ONLY MIAI&DADE COUNTY APPROVED 114• ELOO TAPCONS EMSEDED 139' MN. OR 114• SS4 CRETE -FLEX EMSEDED 1314' MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314'. FLATHEAD ANCHORS MUST 8E #12 TRIMFR HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI•DADE COUNTY. USE #12 STEEL SCAETM3 (GS) OR U4' SS4 CRETE•FLOC WITH 012 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 V2'. Ix WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DWECTLY TO SOLD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1M THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGNEERED 8Y OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHAT BE A MINIMUM STRENGTH OF 8083 -TS AND A MINIMUM OF V8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x MOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF TIHESE CRITERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1 /4' MAX HI MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL $CREM, THAT COME INTO CONTACT WITH OTHER SHIM 1 3r8' 1N' MAX SHIM 1 1R' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MN. (1.8 KBI CMII) �• OR PER NOTE 1 (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR NOTE 2 NOTE 1 1314' I�� MIN. ED(H S SILL DETAILSA, B, C.0. & H)TYR 2x WOOD BUCK, NOTE 3 ix WDOD BLOC K. NOTE 3 SEE NAUNLfm 10, DETAIL E DETAIL F INTERIOR (JAMS DETAILS E, F 31) TYPICAL FLANGE FRAME JAMB SECTIONS 9 0O CONCRETE DETAIL C 2x WOOD BUCK, NOTE WOOD DETAIL H (HEAD) ANCHOR. NOTE 2 NAILING 131 DMIN. 21NAIL. F aUN x PY rCORNERS AND s'oc. oox�i pxDlheH'Imidx 11TYPICAL DETAILS G, H & I.MAX Ina SHIM L SEE 3B' MIN. NAILING 11A Itil — — BEE NAILING; NY LYNN 4, DETAIL D DETAIL G (SILL) DETAIL 1(JAMB) ... c.<�r.. u .v.swwwue lne.rno-yT NOKOMI8, PL 3fa6 "/"�1' ••. Fx +nem c PA.egxSJD ALUM. HORIZONTAL ROLLERMNDOW,fAAPACT FX Maw JJ. 3Q8Ne xoxatm.R7m4 VIA*A.—l v Ilea 11 -If 4f27.10 E ALYlSI WLE0. Pa t NIAN MIAMI DADE COUNTY, FLORIDA m PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVMONMENT, AND REGULATORY 11805 &W. 26"' Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590, F (78Q 315-2599 NOTICE OF ACCEPTANCE MA •mtamidade.ggv_lrmra/ PGT Industries 1470 Technology Drive Nokomis, FL 34275 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM - This NOA shall not be valid after the expiration date stated below. The Miaml-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 tush for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will hxw the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material` within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Bade 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 asH 704" Ahuninum Single Hung Window - L LLL APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision `W" dated 10/07/2011, prepared by manufacturer, signed ' and sealed by Anthony Lynn Miller, P. E., bearing the Mind -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. 1VIISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATiOWS: Miami -Dade County Product Control Approves Shutters Or Protection Devises shall be required for Glazing Option "M- at installations above 30 Ft. above ground (See sheet 1 of 11). LA13ELING: Each unit shall bear a permanent label with the mans name or logo, city, state, model/ series and following statement; "Miami --Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur atter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preeeded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N 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 sif&ftR% t revises the Building Official. This NOA reviNOA No. 11-040&10 and consists pnce pages E--1, E-2 and l/-3, as well as approval document mentioned above. ��' ° ° ° d'. 'lee The submitted documentation was reviewed by Jahr Dpi ^t�{i�,�� uta s�e ° ®m NOA Na 11-1013.14 itptstion Date: March 26, 2016 Aji Data November 03, 2011 � Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815-09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & mu. wr uluir --vuront lsutacnew r v.n interlayer- aamea W/U5/ 11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL--5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0813.09) " chime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL--4858 and FT"859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW I. GLAZING OPTIONS: (SEE DETAILS ON SHEET 21 FOR INSTALLATION ABOVE 3D FT, GLASS TYPES O THRU L MUST HAVE A TEMPERED GLASS CAP. A. BMS' LAMA CONSISTING OF (2) UTES OF FOCI' ANNEALED GLASS WITH A.080 DUPONT BUTACITE OR SAFUEMEEPSAFE MAMMUM PVB INTERLAYER. & 018' LAMI CONSISTING OF (1) LITE OF 1AG' ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLE4AEEPSAFE MAXIMUM PVB INTERLAYER 0.8M8' LAMI CONSISTING OF (2) LEES OF IM HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFUDUKEEPSAFE MAXIMUM PVB INTERLAYER D. 7118' LAMA CONSISTING OF (2) LITE$ OF 3MS' ANNEALED GLASS WITH AN AM DUPONT SUTACTE O SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER E 718' LAMA CONSISTING OF (1) LITE OF SMS' ANNEALED GLASS AND (1) LITE OF 3118' FEAT STRENGTHENED GLASS WITH AN ABO DUPONT SUTACTE OR SARMUKEEPSAFE MA)OMIMC PVB INTERLAYER F. 71181 LAMI CONSISTING OF (2) LITER OF 318' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXMUM PVB INTERLAYER 0.13118' LAMI IG: (1) LITE OF 1AL' OR 3M8' ANNEALED (MIN.) GLASS, 8118' OR 3I8' AIR SPACE AND 8118' LAMI CONSISTING OF (2) LITES OF 11B'ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFUDWEEPSAFE MAXIMUM PV13 INTERLAYER. H. 13118' LAMI 1& (1) LITE OF 1AT' OR 3116' ANNEALED (MIN.) GLASS, 5/18.OR 3/S' AIR SPACE AND 818' LAMA CONSISTING OF (1) LITE OF lAr ANNEALED GLASS AND (1) LTTE OF US' HEAT STRENGTHENED GLASS WITH A.090 DUPONT SUTACTTE OR SAFLEXBCEEPSAFE MAXIMUM PVS INTERLAYER. 1.13MW LAIR 10: (1) LITE OF 11W OR 3118' ANNEALED (MW.) GLASS, 8181 OR SAP AIR SPACE AND 8118' LAMA CONSISTING OF (2) LITES OF 1AT' HEAT STRENGTHENED GLASS WITH AN .080 DUPC NT BUTACITE OR BAFLE%flCEEPSAFE MA) MIUM PVB INTERLAYER J. 13118' LAM] IG: (1) LTTE OF 11S' OR 3118• ANNEALED (MIN.}GLASS, 3118' OR lw AIR SPACE AND 7116' LAMA CONSISTING OF (2) UTEB OF 3M8'ANNEALED GLASS WITH AN ASD DUPONT BUTACTE OR SAFLEXMEEPSAFE MAMMUM PVS INTERLAYER K. 13M8' LAM] IG: (1) LITE OF 1AP CAL 3118' ANNEALED (MIN.) GLASS, 3MS' OR IW AIR SPACE AND 718' LAMA CONSISTING OF (1) LITE CF 318' ANNEALED GLASS AND (1) LITE OF 318' HEAT STRENGTHENED GLASS WITH AN.OBD DUPONT BUTACITE OR 3AFLEXrKEEPSAFE MAXIMUM PVB INTERIAYEN. L 1318' LAMA 10: (1) LTTE OF VB' OR 3118' ANNEALED (AIN.) GLASS, 3118' OR 1W AIR SPACE AND 711W LAMI CONSISTING OF (2) LITES OF 3M8' HEAT STRENGTHENED GLA88 WITH AN.SO DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: OX, XO.M 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LQAOS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02 Li. POSITIVE DESIGN LOADS EASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S THROWN 11 FOR ANCHORAGE DETAILS S. SHUTTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4888, FTL-080 AND FTL•8330. ELCO TEXTRON NOA: 04-0721.1, 03-0728.08 ANSUAFBPA NM2005 FOR WOOD CONSTRUCTION ADM -20M ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS SEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE ONH4 8 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPE; G • L SHALL HAVE A TEMPERED I.G. CLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. NmfOtrtl.0.91R/6 . na.egn w� M.UA4 HORIZONTAL ROLLER WINDdW, ramex. Ft 3W4 gfn1' NR7f0 NTS 1 + 11 �r4127-10 NOA DRAWING MAP GENERAL NOTES.-- 1 GLAZING DETAILS..._....» 2 DESIGN PRESSURES.......3 ELEVATIONS .......... ._.._. 4 VERT. SECTIONS..._..._.. 8 NORM SECTIONS..«........ S PARTS LIST..._...._....._.... 8 EXTRUSIONS .__......----- .. 7 CORNER DETAIL._.......... 8 ANCHORAGE ........ .__.... &11 = * : No• 88708 W. �•. ID Ge ilk A LYIW N[� PE Mum VT NOM GLASS SITE 11W ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER V8' ANNEALED OR HEAT STRENGTHENED GLASS 511W NOM. 6/16" LAMINATED GLASS 12' NOM GLASS SITE 68,87,88,68, 1/6' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1AT' ANNEALED OR HEAT STRENGTHENED GLASS HMO' LAMINATED IMS° OR 3I8'AIR SPACE V6' OR 3M3'ANNEALED OR TEMPERED MA88 A 13/16' LAN IG GLASS W/ 6/16' LAMI NOM. a EXTERIOR INTERIOR�✓ GLASS SITE (ALL SECTIONS) 3M8' ANNEALED OR HEAT STRENGTHENED GLASS 060 SOLUM OR DUPONT PVS INTERLAYER 311W ANNEALED OR HEAT STRENGTHENED GLASS TMG -LAMINATED 7/16" LAMINATED GLASS 1YY NOM GLASS SITE 3M8" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLU71A OR DUPONT PVB INTERLAYER 3M8'ANNEALED OR NEAT STRENGTHENED GLASS 7116' LAMINATED 3118.OR 1/4' AIR SPACE IV or 3M(V ANNEALED OR TEMPERED GLASS 13118' LAMI IG GLASS W/ 711V LAMI aD FOR INSTALLATION IN THE HVHZ ABOVE 3D FT. GLASS TYPES G- L SMALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. Via* sera. NPMO Ffdi Z r }f 4127-10 PRODUCT mrpomgycaNe uawuu tNosgL m; Lr �-& `N" VYNN M/ / �i 1'Z'O••vcENSF •k`R * No. 68705 i*ice-- ST 'Z t+ptoeos.aam< TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) WINDOW I GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38318" 48" 50818" 54" 80" 63" 84" A,B,G,H +80.0 •80.0 +80.0 -80.0 +80.0 50.0 +80,0 •B0.0 +80.0 -60.01+80. -B0.0 +80.0 -80.0 A,B,G,H +60.0 50.0 +60.0 50.0 +80.0 •80.0 +80.0 -60.0 +80.0 -50.D +80.0 800 +588 •58.8 +582 •582 1083/8" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 -W.0 +�,0 80.0 +80.0 80.0 +66.2 55.2 +523 -b23 FOR INSTALLATION IN THE HVHZABOVE 3D 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -�.0 +80.0 50.0 +80,0 800 +54.8 •54.86LAs8TVPEeG- LSHALL HAVE A 111" A,B,G,H +�,0 50.0 +80.0 50.0 +80.0 -80.0 +80.0 •H0.0 +80.0 -60.0 +89.8 -58.8 +83.8 -53.8 +b0.9 -50.9 TEMPERED L�•RI.A88 caP.6oTHTHE� UP TO 111" D,E,F, QUANTITY REMAIN J L +75.0 -76.0 uNCHANL3Eo. TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP T 83" TO 887/18" ABC, G,H,I +60,0 80.0 TO 88 7118" D,E F, 1 J K,L +75,0 •75.D TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS Wl SAME DLO ARE 1" SMALLER) WINDOW WINDOW HEIGHT WIDTH 28" 36" 38 318" 48" 8fl 518" 54" 60" 83" 80" 0 -75.0 +75.0 •78.0 +75.0 -75.0 +75.0 -75.0 +78.0 -75.0 +75.0 -78.0 +78.0 -78.0 +78.0 -78.0 88" 0 -75.0 +75.0 -76.0 +75.0 -75.0 +76.0 -75.0 +75.0 -76.0 +78.0 -75.0 +74.2 -74.2 +70.2 -70.2 *75. 72" -75.0 +75.0 78.0 +75.0 -75.0 +75.0 -75.0 +75.0 -78.0 +7b.0 -75.0 +69.6 •69.6 +65.2N-75.0 74" -75.0 +75.0 -76.0 +78,0 -76.0 +75.0 •75.0 +76.0 -76.0 +75.0 •78.0 +88.1 •68.1 +63.8r UP TO 74" ,,, J K L +75,0 !lffdd GLASS TYPES: TEST REPORT FTL-4868 ()OX), F L 4869 (OX 8 XO) AND FTL-6330 A. 6/16" LAMI - (1/8' A, .090,1/8" A) G. 13/18" LAMI IG-1/8" OR 3118"A (MIN.), 5/18" OR 3Ar AIR SPACE, 6/18" LAMI - (V8"A, .090,1/8"A) S. 5116" LAMI - (1/8" A, .090,1!8' HS) H. 13/18' LAMI IG•1/8" OR 3/18"A (MIN.). 8/18" OR 318" AIR SPACE, NIS' LAMI - (1/8"A, .080,1/6"HS) �� , C. 5118" LAMI - (1/8" HS, .080,1!8' H3) L 13/1(' LAMI Ki 1/8' OR 3/18°A (MIN ), 8118' OR 3f8" AIRSPACE, 8118' LAMI - (1/8'H3, .080,1/8"HS) `�� `pal tYNN .... D. 7/16" LAMI - (3/18" A, .090, 3/18" A) J. 13/18" LAMI IG-1/8' OR 3/16°A (M04.1 3/18" OR 1/4° SPACE, 7/18' LAMI - (3H("A, .090, 3/16"A) =��1P`: voe�+sE E. 7/16" LAMI - (3/16' A. .090, 3/18' HS) K. 13/18" LAMI 1&1/8' OR 3116-A (MIN.), 3118° OR 1/4" SPACE, 7116' LAMI - (3/1(rA, .090, 3/16"HS) F. 7/16" LAMI-0116-HS-080, 3/1(" HS) L 13118' LAMI IG-118" OR 3/16°A (MIN.), 3118" OR 1/4" SPACE, 7/16' LAMI - (3/16"HS, .090, 3/1("HS) , d o +I !� :'Pp'•. scuteP. -,, T�••., Ft ORM aG',,, ONA�• a, "am u ranmt a NOCWYV6ETMERNEFT wm1EC,NOLMOM NOSMM. K 7x78E,GTI PA.EQ%1P8 �.� � °' "• DESIGN PRESSURES .LR. B/dYli AcmEom CAProAEtFJaFRm +saFTmote ALUPAHORIZOWALROLLER WINDOW,IMPACT Fx MfeOf G AaDW+IECRALFW0MONSU-MTEAWYe19MVM Fx 1J. S/1SD0 �gt�' 1EOf0 NTS 9 • ft 4127-t0 E I 2X DL MAX. DLO —� VENT DLO SO 9F18' MAX FIXED 27 3w MAK DLO 27 fir OL MAXAK DLO VENT FIXED 0 IIII 'X III IYII 'x IIII ,o 11 ,x 110' M'WX. WIDTH I.F. FRAME -----yl __857MW MAX 87118' MAX WIDTH FLANGE FRAM@ DTH IF. FRAME -4 111' MAX. WID7H FLANGEFRAME - 1 DETAIL B- XOX (1/4-1/2-1/4) DETAIL C- XOX (1/3-1/3-1/3) NOTE: 338118' MAX 338116' MAK 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETA88. DLO FIXED D MO VENT , 83' MAIL FLSEALANT OR GASKET FLANGE AT HEAD AND S3.L Fr I A FRAME ALL 67 3w I G• 16 MAX MAX s, DLO ALL I DLO ALL —�=5 IF. FRAME 1'RODUC7R8V191ID FIXED 63'MAX LTIES — _Yw9Mmel9mWs O I.F. FRAMEALL Aas�O1N° fX CONFIG. 1 13 FLANGE FRAME LYNN r 73'MAXWIDTHIF.FRAME VIEW D -D �:' '•.•k 7a•MAX. WIDTH FLANRE FRAME----� (FRAME CORNER CONSTRUCTION) =*:• N°. Ee7DS DETAIL A - OX OR XO- VIMI E lN000JMrMVw9Nr °1"" 1�`: s�'2b2" '7071 D nDaaNeEnwmaeT ' ELEVATIONS : 0.��; ,.. Fcoawt�' •C��`� 1so7 c P.°.egz,me AWl4t HOR¢ONTALROLLER W/NDOW IMPACT ,`SONAL�•�• ewkads, FL Sxra Wgbb Bares Alm NTS 4 + 11 4177-10 E tiL r. W a.s tBNB JJ. S09�D6 EXTERIOR MAX HEIGHT FIA I. FRAME MAx VENT DLO MAX Fi%ED DLO INTERIOR .MAX. VENT DLO—I+'--"'� {— MAX FOXED OLO —•I \ I-1 MAX Vq(T OLO MAX WIDTH Q°uNOE FRAME? �TERtuR SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 16:1 .T SECTION C -C SECTION, FLANGE FRAME) {�• MAX FOLD OXO --.4 �--- MAx vENT DLo ---} MAX WIDTH Q.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) tJ ECTERIO 12 4 INTERIOR SILL SECTION, I.F. FRAME) (V T, ro,,.o� SECP T i►LUM ono HEAD SECTION, I.F. s • TT 1 4W-10 88705 �� '•. BTA OF ;'��. -rmm DWGN RLY DESCRWTION MAIL I PGM nU4 DWG9 REYI DFSCRIP710N --- - MATL I PGM 1 4102 A FLANGEFRAMEHFAD 6063-T6 AL 612237 66 GLASS 13/16'LAW lGl/8-A (NMI YVAIRSPACE,5/16-LAMI 1/rA .090 Pvfk I/S-A 2 4025 ISASH STOP STD. ANTI LFT CLI 6063-T5 AL 612244 67 13116° 1A MI IQI/8"A @Wj 318° AIR SPACF, 5116° LAMI (118-A,.090 M U8'HS 3 Wax PH. PAN HEAD 78MAA 68 13/16' LAMI 10.1/8'4 318' AIRSPACE, 5/16° LAMI 1/8"HS .090 Pylk U8° 4 4033 SASH STOP COVER (SASH STM 6063-T5 AL 69 13116' LAMI 163/16"4 IN. 3/16' AIR SPA 3/16' LAM/ 1/814 .090 M 118'4 6 4136 IFLANCE FRAME SILL 6063 -TEAL 64136 70 I3/16°LAMIIGY16"A IN. 3116°AIR SPAM Y16" LAMI IlVA,.090 1/8° Q 7 4137 ISILLADAPTOR 6063-T6 AL 64137 71 13116° 1"I(LNIVA IN. YI6° AIRSPACF'Y16' LAMI I/VHS .090 1/8 -HS 3 4131 IROIMTRACK 6063 -TEAL 64131 72 13/16" LAMI lGlArA IN. 114' AIR SPA 7/16' LAM] 16'4 .09D 3116-A 10 71298 1WEEPHOLECOVER FOLYPROR 71296 73 IY16'IAMII61/8"A IN. 1/4"AIR SPA 7/16' IAMI(3/16°A.09D PVB, 3/16° 12 1626 ADHESSIVEOMCELL POAMPAD 7PAD1626 74 1 13/16'LAMI lGl/rA IN. 1/4'AIR SPA 7/16' LAMI 6-K.090PV$3/16° 13 4002 A FIAN(39FRAMEJAMB 6063 -TEAL 612225 73 1 LV16°LAMI 1G•3/16 -A WWj Y16'AIR SPACE, 7/16- LAMI 1614.090 Fm 3/16'4 76 1 IN16- LAW k1Y16"A WN.1 yI6°AIR SPACQ7/WLAW (3/16'A,.090 PV8, 31161 14 4134 GASKET FOR MAIN FRAME SIILJOINT I 13 1133 18 X 1.000 IIAD PN. SMS 781 A 90 1014 SCFSN FRAME R & VFR 3105-H14 AL 16 4110 0 SCRFENADAPTOR 6063-T3 AL 641106 91 1630 KEYW/RINGS POLYPROP. 17 4054 B liqxEDmwnNoRAIL 6063HD•T6AL 640344 92 1631 SCREFNCONI RKEYWIMRINGS POLYPROP. 19 4066 WSTP .I87X =FIN SELL 640660 93 1073 SCREEN SPRING STET. 21 4105 SASH TOP&BOTTOM RAIL 6063-TSAL 612740 94 1624 9CREENSPUNB-135DIA.FOAM Empw 22 1683 W STP,250 X 270 BACK, FIN SEAL 616836 95 1635 SCRU N SPL846-.135 DIA. HARD FTA PVC 23 225-1 ROUFRHOUSING&GUIDE 42112HD 96 SCREEN CLOTH 24 2261RWSSROLLERWI S BRASS 7BRWH12 2,710 2.824 — R 41 I.F. FRAME HEAD 14139,6063-T6 2,764 I .08=26985 1 qg I.F. FRAME JAMB 14141.808376 2.710 I.F. FRAME SILL 42 14mGD63-T6a��J�.y- 29 4128 HORMONTALROLLER USHTOP OLWH POI.VPROp. 4412!0.( 32 4006 D SASHMEMNORAIL 6063R5-T6AL 64006 33 1235 1 JWSTP,170 X 270 aAM FIN SEAL 675160 33 1096 1 JSWEWLATCH D1&CAST 710% 36 1016 1 1#8 X.623 PFL FL SMS 7998 37 4126 1 ISASHSIDERAIL6063-TSAL 64126 38 1683 W M?,250 X 270 BACK, FIN SEAL 616830 39 7070 1 iBULB WEAT} MVMP.187 X 275 670'IOK 40 1 luFrRAiLoDvFRcAp 74WrC" LOR 41 4139 1 ILF.FRAMEHEAD 6063T6AL 64139 42 4140 LF.FRAMESDL 6063-T6AL 64140 FRoOttciaev�o ° 7kB°rt1G�1°FMWO 6eMo — 80 43 4141 1 11Y.FRAMEJAMB I 6063•T6AL 64141 50GIA71N031LIC0 DOW 899 9950R A1FN7' 51 1724 I lvuqnaA23NGBFADBULBMMCK 6TP247W,K 52 1223 1 IMNYL GIA23MBEAD BULB 6TPM48K 53 4039 1 B GIAZINGBE4D-5/161 6063 -TS AL 64039B 34 4044 1 B lGLAZMBFAD-5/16° W/GRILL KIT 6063 -TS AL 64M 55 4222 1 A GIAZINGBFAD-7/16- 6063•TSAT. 64222 56 983 I C IGLAZM READ -7/16- WMRILLKIT 6063-T5 AL 59 4067 1 IGLAZWOREAD-13/16' 6063-T5 AL 64067 60 CRASS 5/16' LAMI 118' A,090 PVEk 118- A 61 5116' LAMI 118- A,.890 PVB, 1!8" HS `�� ONV LYNN - .: ,lyati�:'•Vt�+sF''•.`�'P �'� =_ 62 5/16° !AMI I/8° HS .090 U8" IL3 63 17n& LAMI 16" A,090 3116° A 64 7116' LAMI 3/16" 4,.0903116- 115 65 7/16"I.AMI3116°HS,.090PV83/16'IIS d..t tanmr a ,wmunce7xessr r _ ,wa xoKowa. �xa� P�T °iv11� PARTS LIST =9p'.. 9T—aSEOF : W ' ",:rs/ONAL��`; a Lr6dlelo m PAmu 6870! P r '10 OL489 10M. HORIZONTAL ROLLER WINDOW IMPACT Fx c Ala9rta�4r 424 Fx 7/1 LDB Lr 3IA4�B ' a. eeato NTS B a 11 I-4187-10 E .882 IE iLt 373 i .490 O 7h-i.4sr-I 2 SASH STOP 174028. 8083.78 A82 11.349-4 21 SASH TOP $ BOTTOM RAIL 04133.8083-T6 OGLAZING B 6118' 0404RILLI (USED W/ W/! GGRILL I0T) �as1 437 I O HORV. ROLLER TRACK 04131,8083-T8 2.j 79 I j 7 �-I 1.081 32 SASH MTG. RAIL 04008D. 6083H&TB E 1.696-{�—.-I O GLAZJNG BEAD 7/18' 04222A, 608376 1.813-�I� 1.187 r-- 040 I .738 IM.44g� O SASH STOP COVER 3. 84063, 8883 -TS ��-- 1.11Ta7 T u 13 FLANGE FRAME JAMB #4os2n. e0e346 F�.4o3� 17 FIXED MEETING RAIL 040848, QTS 28 37 SASH SIDE RAIL 04120,6003-T5 .oso--III 1.116—t• ---may 7 O GLAZING BEAD. 7/16- 911814.6(141345 /18"99814.6(183T8 (USED W/ GRILL KM ro teatwaoor Dave ualonre, n smre c.o. eg11 i® lmaos�.rl.s�a� rlE05D i .878 ,.ON. --- I O GLAZING B . 5/18' 940388, 6083-T9 883 I T —F----1-1.097 69 GLAZING BEAD, 13/18' 040W. STB 7 -11 1 4127-10 * ! . 4 N. 88701 "'* m B SUBSTRATE I ZONES ZMM I ZONES I 2ONE8 1 ZOOS 1 ZONES WINDOW 812e AD HEB --III HEAD 8 SLL 555 a HEAD 6 BILL Wm $ HEAD 8 SSLIII HEAD 6 SSL III- 6 SSL ur ♦ u NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2- U4• ELCO SS4 CRETE -FLEX 3.612 STEEL SCREWS (GS) 2. GLASS TYPES: A SMS' LAMI - (118'A ,.OW WA) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B. SMS, LAMI -(VS' A,.=, VB• HS) FT, GLASS TYPES G-LSHALL HAVE C. &I g' LAW - (118• HS, (M, 13• HS) TEMPERED I.O. GLASS CAP. BOTH THE OP AND D. 7/1 S• LAW - RM8'A,090, 3M6•A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7110• LAMI - (3118• A.090, Mr HS) F. 7/1$• LAME - (311$• HS, M, 311(' HS) 0. 13116' LAW 10 - U8.OR 3M6` A (MON.). 8M6. OR 378'SPAM Mir LAW - (VB' A,.= Iff A) H.131,8'LAN IG-10OR3/18•A(MON.).SMB'OR 3W SPACE. &16'LAMI -(1A'A,=.IV HSI I. Mr LAMI 10. WAP OR 3M9' A (MIN.I 916' CR 318• SPACE. SHS• LAW -(U8' H&.090. 1Ar HSI 48.000 1+2-1+C2+1 3 1•C2+1+C2+1 3 t+C2+1+C2+1 3 1+2+1+C2+1 9 1 1+2.1.02+1 3 i+C2+t+2.1 3 L 13MV LAW 10. 116. OR 3MS'A(WN.', 3M(. OR 1/4• SPACE, 7MS' LAW -(3119• HS.AK 3M8• HS) 80.826 1+2;1+0+1 3 1+C2 -1-C2+1 3 1+C2+1+C2+1 3 t-CZ+1+2-1 3 1+2+1+C2+1 3 t+C2+1•C2+1 3 1+C2+1.(2+1 3 1+C2.1+C2+1 3 NC2+l+C2+1 3 1+CZ+1+C2+1 3 /+C2+1+C2+1 3 1+C2+1+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING84.000 80.000 1+2+1+(2+1 3 1+C2+1 -C2+1 3 1+2-1+211 3 1+C2+1+2+1 3 142-1+00.11+0+1-571 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEM LARGER WINDOW IN TAKE 83.000 1+2+1+2+1 3 1+2-1+C2-1 3 1+C2+1+C2+1 3 1+C2+1+2s1 3 1+2+1+20 3 1+(30.0+1 3 HEAD S SILL' 10 Ire MAX. ON EACH SIDE OF MEETING RAR CENTERLINE 6D.00ox 38.378 1+2+1+C2+1 2 1+2+1.2+1 2 1+2+1+C2+1 2 1+2+1+2+1 2 1+2+t -C2+1 2 1+2+1+2+1 2 26 374• MAX FROM CORNERS 48A +100 1+2+1+2 9 1+2+1+2+1 3 1+2+1+2+1 3 -1241+2+1 3 1+CT+1.2.1 3 1+(2+1+(2+1 3 JAMBS: tC MAX FROM CORNERS AND 221/; MAX O.C. 1+C2+1+C2+1 3 1.2+1+C2.1 3 1+2+1+2+1 3 1+2-1+2+1 3 1+C2+1 -C2+1 3 1+2+1+(2+1 3 TABLE KEY.80.828' 80.000 1402-11(2+1 8 1+2+1+2+1 3 1+2+1+211 3 1+C2+1+C2+1 3 1+2+1+2+1 3 1+(3+1+03+1 3 1+fSN+C3H 3-�ANCtIOR QUANTITY PER JAAAB 80.000 1+2.112+1 3 1+2+1+2+1 3 1+2-1+C2+1 3 t+C2+1+2+1 3 1+2+1+2+1 S 1-0+1+(3+1 3 83.11M 1+2+1+2+1 3 1.2+1+2-1 3 1+C2+1 -C2+13 t+d.1+d.1 3 1+2+t+C2-1 3 112+11(3+1 3 HEAD APID BILI•AHOHOR QUANTITIES 61LOW x 38.376 t+C2+1+C2-1 2 1++1+2 2 2142+1+2+1+I++1 2 1.211+211 2 1+2+1.C2+1 2 +1 2 14+1+2+1 2 1+22 ) ANCHO7 RED 48.000 112+1+2+/ 3 1+2+1+2+1 311-0.1+C2-12 -12+112+1 3 1+(2+1+2;1 3 1•CJN+2+1 3 ON EACHMEET INS (1) ON EACH TEACH RNR PLUSVE ANCHOR AT EACH OPERABLE VENT 60.626 1+2+1+2.1 3 112.1.2+1 3 1 1+(2+1+2+1 3 1+C2./+2.1 3 1+2+1+2+1 3 1+03+1+C311 3 PLUS (1) ANCHORS AT FIXE) SECTION. 84.0001+2+1+2+1 9 1+C2+1+2+1 3 1+2+1+2-13 1+22 .1++1 3 1+(2.1+2.1 3 1.2.1+2+1 3 (9) A TOTAL AT HEAD AND SLR. 60.000 1+2+1+., 3 1+2.1+02+1 3 1+2+1+2+1 3 1+0+14(3+1 3 1+2+1+2+1 3111-0+11+00 3 63.000 9;2+1+2+1 3 1+2+1-2+1 3 1+f3+1 -C3 -I 3 t+C3-1-4+1 3 1+2.1+2+1 11-0-1+0+1 3 (9• MON. O.C. ANCHOR SPACING) 14.000x38.378 1+2+1+2+1 2 1+C2+1+2-1 2 1+C2+1+2+1 2 1+2+1+2+1 2/+C2+1 -C20 2 1+2+1-C2+1 2 28&4•MAX 48.000 1+2-1+C2+1 3 1+2+1+2-1 3 1+C2+1+2+1 31-2+142-1 31-2+1-2-1 31+C3+1+CS+1 3 MON. 80.826 /+2+1402+1 3 1+2-1+2+1 3 1+2+1+2+1 31-2.-2-1 31+2+1+C2+1 3 1+0+1+4+1 3 J- SOAW 1+2-1+C2+1 31+C2+1+C2+1 31-2+1-C2-1 31-2+1+C2+1 3 1+C2+1+2+1 31+d+1+C3-1 3 gREF. % O % SOME 1+2-1-2+1 3 1-2+1-02+1 3 l+d-t+C3+1 3 1-0+1+0+1 3 1+2-1+2+1 3 1+0+1+4+1 3 II 63.000 1+C2.1+02+1 8 1+2+1+2+1 3 1+C311+C3+1 3 1+d-112-1 3 1+2-1-2+1 3 Hd+1-C3+1 3 P PRODucrRS plmfd. 86.000x38,978 1+2-1+(2+1 2 1+C2+1+2+1 2 1+C2.1+2+1 2 1+211+2+1 3 1+2-1+2.1 2 /+C2+1+C2.1 2 NTIQ RAO.,TYP. fi>O&MC k 48.000 1+2-1+2+1 3 1+2.1+2+1 3 1+241+2+1 3 1+2+1+2+1 3 1-2+1+2+1 8 1+2-1+(3-1 3�PLE CLUSTER W/ QTY. OF (3) ANCHORS A�P�►b IrAp W.828 1+C2-1+2.1 3 1 i+C2.1+2.1 3 1+2.1+C2+1 3 1+2+1-2-1 3 1+C2-I.CbI 3 1-d+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) 84.000 1+02+1-2+1 3 14(2+1-02.13 1+2+1+d+1 3 1+C3.1.d.1 3 1+2+1+2+1 9 1+C3+1+C3+1 3 60.00 1+C2+1.C2-1 3 11(2.1.2-1 3 1+C3+1.C3+1 3 I.MI.C3+1 4 1-0--1(-11 3 1+C3+1+dN 3 83A00 1+0 11 +1+C3+1 3 2+1+2+1 3 1+4.1+0+1 3 1+4+1.0+1 4 1+C3+t+d+1 3 t-C4+1+C4+1 4 �3W1��._.•? • 83.437x 38.378 1+2+1-2-1 2 1+2+1+211 2 1+20+2+1 T 1-C2+1+2-1 3 1+C2+1+C2+1 2 1+C2+1+211 2 -'P IL-3• WN. xLYNN R..., 48.000 1-2+1+2-1 3 1+C2+1+2+1 81113+1+ 2+1 3 1-2+1+241 3 1+241+2+1 3 is0-1+2+1 3 9'� % O % ` 1� •'fig••.,, 80.828 112-1+2+1 9 1+2+1;211 8 1+02+1+2+1 3 7+C2+1+2+1 3 1-2+1+2-1 3 64.000 1+C2.1+2+1 3 1+2+1+(2+1 3 110+1-C3+l 9 1+d+t+d-1 3 1+C2+1+2+1 3 t+d+1.0.i 3 No• 88708 60.000 1+2+1-02-1 3 I+C2+1+211 3 1+(3+11(3.1 3 1+d+t+d+l 4 1+d.1+211 3 1+G-1+CNt 4 M7O. RNL. TYP. 63.004 1+C9+1+C9.1 3 1+2+1+(2+1 3 1+03+1+C3+1 3 7+2;1;0-1 4 1•(3+110+1 3 1+04+1-(4+1 4 EXAMPLE CLUSTER W/ OTY. OF (4) ANCHORS p 2 Nut '•gip •-tompP..',�2�` "'N rs/ONAI ENc`�` �, I, 111'111` ALYW4P$ Jl }x/7/1} 1,E lmo77088/ffEf ,W6TE1gO4Y0.+N6 NOIfOYL9,+LS7m6 P,0. �x,tpe N13tOM16, PL911T4 P _ ANCHORAGE 9PAC/NQ XOX ice. •iii/. _ ALUM. HORIZONTAL ROLLER WfMDOW IAAPACT JR 69yM o KNGP70E7EA1(ElID 43tFT1P1E FX WSW c I1MA7ETAaLEAs7VAWE8DUH roANGbaCAP.A44 d� jq (fig ie er♦n 079 Fx 2i6ee 3/�ro6 NR7}0 9 + 11 412710 E P.erwm ANCHOR QUANTITIES, XO $ OX WIND TABLES NOTES: t.�� TYPES: 1-IWELCOTAPCWIS 2.11x•ELCO3S4CRETE-FLEX 3.012STEELSCREWS(GS) 2. GLASS TYPES: A 8118' LAMI • (1B'A.080, 1/8'A) FOR INSTALLATION W THE HVHZ ABOVE 90 8.6118'LAAO-(1 rA,.0KIAr HS) F4, GLASS TYPE3G-La HAVEA C 5H8'LAMI -(16'116. �D UB'HS) TEMPERED LO, GLASS CAP. BOTH THE OP AND D.7M8'LAMI -(3118'A,.W0.3116'A) ANCHOR OUANITYREMAIN UNCHANGED, E. 7118'LAMI-(3118'HS, 0,3118.113) F. 7118' LAMI • (3118° HS,J�, 3(18.113) G.13N8'LAW IG- 11B'OR311WA(MIN.),EHB'OR 3WSPACE, 6116'LAN -(118'A,4K VB'A) H.13118' LAMI IG -1/B' OR 3118' A (MIN.N SNB' OR 378' SPACE. 6118' LAMI -(U8' A,.M,1.W HS) 1. 13118' LAN 10-1/B' OR 3118' A (MIN.), BHB' OR 3B' SPACE, &18' LAN) - (V8' HS,.o, VB' HS) J. 13118' LAMI 10.1/8' OR 3N8'A OV.).3NB'OR 1l4'BPACE, 7N8'LAMI- 8'A,.0803118'A L 13118' LAAO 10-11W OR 3118' A (MW.J 3118' OR 1/4'SPACE, 711V LAN -(311(' HS,080, 3M8' NS) 3. WINDOW ANCHOR OUANRTMS ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8 80.L: 1012' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1B 314' MAX. FROM CORNERS. JAMBS: B' MAX- FROM CORNERS AND 72 12' MAX. O.C. TABLE KEY. 0 1 2+03+2 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR OUANTRIEB A CLU8TH2 �+(3)ANCHORe CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FOEDSECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' AGN• O.C. ANCHOR SPACING) 8 y4' MAX I I I --H I+.-.3'NON, �]�•___ X O T PR0011C1'R3YISW MT 0. °.plyiswa mmw,�• EXAMPLE CLUSTER W/ OTY. OF (3) ANCHORS Revd (SHOWN IN TABLE KEY ABOVE) lame 834'MAX L 3 r TYP rT e.�. x `` ti `tt°ENSF •''�F9 *: �,�7W '•.* - •' EXAMPLE CLUSTER W1 QTY. OF (4) ANCHORS =v *z` �+• A_ '•. j IFY ;? t�i: ANCHORAGESPAC/N73 OXANDXOMNDOW3 'FS•.• AtUhL NORIZOMAL ROLLER avow IMPACT �'�.S��NAL worn 17781 10 -11 1 41Z7.40 E nl �emoe vs ANCHORTYPE S SUBSTRATE GLASS TYPES A,B4O,H GLASS TYPES C,D,E,F,LJ,K, L 2,3, WOOD Z CONC 1, CONC 2,3, WOOD Z CONC 1, CONO ZONESZONES ZONESZONES ZONIE8 ZONES WINDOW SIZE W Y yy yy m m j m 4p `� N F 7i W N iii a 4 8 S ^e 37.ODOX38.378 48.000 50.826 54.000 60. 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+(,'2+1 3 1+ + + + 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000X 38.376 4&0DO 50.826 84.000 60.000 63.000 1+C2+1 2 71+571-2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+(x+1 3 1+C2+1 3 1+C3+1 3 1+(2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+.1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 63.125 x 38.375 48.000 SM625 54.0001+03+1 60.000 63.060 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1 1+C2+1 2 1+02+1 3 1+C2r1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+(2+1 3 1+(2+1 3 1+C3+1 3 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 1 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1 1+C3+1 3 1+C4+1 3 1+C3+1 41+03+1 3 1+04+1 3 60.000 x 3&378 4&000 50.626 54.000 60.000 63.x90 1+C2+1 3 1 1+C2+1 2 2+C2+2 2 1+12+1 3 1+C2+1 2 2+C2+2 2 1112+1 3 1 1+C2+1 1 3 2+(;3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1 1+C2+1 3 2+C3+2 3 1+q+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C3+1 3 2+04+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 88.000 x 36.376 4&000 50625 64-ODD 80.000 63.000 74.000 x 3&378 50.6252 48.060D2+ 54.0002 60.0002 63.000z 2+01+2 3 1+C2+1 2 2+C2+2 3 2+0242 3 1+C2+1 2 2+C2+2 3 2+C2+2 4 1+C2+1 3 2+03+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+03+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+;3+2 4 1+C3+1 3 2+04+2 4 1+C3+1 4 1 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+04+2 4 1 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+02+2 3 2+02+2 2 2+C2+2 3 2 4 2+02+2 3 2+03+2 4 2+03+2 a 2+C2+2 3 2+C3+2 4 412+C2+21,3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 4 2+C3+2 3 2+C4+2 4 2+03+2 4 2+C3+2 3 2+C4+2 4 4 1+03+1 3 2+CM2 4 2+03+2 5 2+03+2 3 2+04+2 4 4 1+03+1 3 2+04+2 4 2+c4+2 5 2+p+2 a z+Ca+2 5 J,L 40N7M7 CwWOER8B8f8&f ,�, D rocrlPror�tel� o>' D w�rlrole •� C CHRII WOTOB 6SMBLTV.LL1188WE70AWWRW.. P.o. eqx teal J.e,n0 rwcowe.Raa1+ saw�,� eimrl sawJA Fx 4lfEm7 FJC PI1Bme 7b 1 AIN. 3.4 KSI 374' MIN. E.D. TYR 2x WOOD BUCK, *NCRETE .T. NOTE 13B• +: NOTE 1BUCK 71 MIN. lx WOOD i NOTE �'�� '- - -- 114" 1AX. MAX. JJJ MAK..JJJJ 8h0M SHIM CONCRETE WOOD ANCHOR —t NOTE i DETAIL. A NOTEE22 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS NOTES: 1. FOR CONCRETE APPLICATIONS IN MWMH-DARE COUNTY. USE ONLY MIAMI -RADE COUNTY APPROVED 114• ELCO TAPCOOS EMBEDED 1 3 MIN. OR V4• SS4 CRETE -FLEX EMBEDED 1314• MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS I WV. FLATHEAD ANCHORS MUST BE 012 TRBAFIT HEAD. 2 FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 412 STEEL SCREWS (GB) OR V4•S34 CRETE+UDC WITH 012 TRIMFIT HEAD. 3. WOOD SUCKS OEPICTED IN THE SECTIONS ON THIS PALE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 V2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 W THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTIO4. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6053 -TS AND A MINIMUM OF IVTHICIC THEALUMINUM STRIIPTIIgm MEMBER SWA1 WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD SUCKS., THE ANCHOR SHALL BE A 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE Mr. THE RESPECTIVE DESIGN PRESSURES AND ANCHORIROE S 114 PACING FOR ANCHOR TYPE 2 MAY BE USED. MAX B. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM 13V 114 MAX SHIM F►- 1 V4' MON DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIO (1b KSI CMU) f. •; OR PER NOTE 1 (3A KSI CONCRETE) WOOD CONCRETE •'� ANCHOR, ANCHOR NOTE 2 NOTE I314 EXTERIOR INTERIM _ _ • • MIN. EDM 6 SILL DETALLS A, B, C, 0,06 H) TYR 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 SEE NAILING __--- DETAIL F INTERIOR DETAIL E (OMB DET F 6 p TYPICAL FLANGE FRAME JAMB SECTIONS ZX�TER L -1 - CONCRETE lu ANCHOR, NOTE 1 V4• MAX _FSHIM • ' •, �y .•NOTTEI 1314•M E.O. TDP.P. OW DETAIL C W13UCD NOTE 3 WOOD ANCHOR, NOTE PA. iCK N01(OM ft9GJ1 DETAIL H (HEAD) NAILING .131 DL"MIN. x 21/Y NAIL .RBY� AT CORNERS AND r O.C. �@H'W � 4e Plnx TYPICAL DETAILS 0, H 61. Calvo ncx�nwi0o BBE NAILING -- _ Ail 11 if SEE NAILING ��ONY L H A VGENSo' DETAIL G (SILL) DETAIL I (JAMB) mono I HBO 111 d 11 1 4127.10 MIAMI- DADE MIAMI --DADS COUNTY, FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315--2599 _NOTICE OF ACCEPTANCE (NOA) www.m1am1dade.aov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, 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 "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15113 by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer°s name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami --Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the j "s� e f hY fggWst of the Building Official. This NOA revises NOA No. 11--0922.01 and c0 0- rvidence pages E-1 and E-2, as well as approval document mentioned above. EiV�� The submitted documentation was reviewed by ztie lG sc , P �E. r,i NOA No. 13-0815. ;!. NifAMI UAOE coUNTYr.i"DP{k a r� )piration Date: May 26, 2016 royal Date: October 31, 2013 10 zti�� ;t 9 �,� Pagel A �� PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter) under previous NOA No. 10— 0819.05) 2. Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201--94 — 5) Qyclic Wind Plessuie Loading jper FBC, TAS 94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-0922. 01) D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). K MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC-2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) Johne.A Gasco , P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cowuiu D) 3. Laboratory compliance leiter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted tinder previous NOA No. 11-0922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922. 01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.I.", approved on 12/08/11 and expiring on 05/26/16. ry Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 SUITABLE FOR ALL LOCATIONSING NON4MPAOT OR LARGE AND= MISSILE IMPACT41EMTANT PRODUCTS FXRW 1: MAATIPLE AN10 MVIRPORYDtDCALNnA - MULLIONS / 4 DETAAB Aaox MWALS ermemz, n u LBN�C4TLx IWRKOIHfM LENORI /MUOTADB A-0AJA s1AA9Te2o HCMZD TA WAL LOMi1H ADDITIONAL EXAMPLES OF MULL CONFOUMATUM GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE N ADDTWN TO ANY ANCHORS REQUIRED FOR THE TO —_s=UmRmMa GeMMNOTE6""`^"""_.t FENESTRATION PRODUCT INSTALLATOB TYPICAL APPLICATIONS ARE SHOW EACH SITUATION IS UNIQUE AND W40UM BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD, OPTIONAL 1X OR 2X WOOD BUCNB IF USED, VERTOALLY OR HORIiONTALLYL THE MIA O CAPACRY LBNFPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESWRE MUST BE ANCORRED PROPERLYTO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHM KILL T02X WOOD— 2 AROiP mw MRLL TO IX B MASOHNV---•-2 D 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS, MBLI.ONS WTALLATIONND1E8__.2 NAVE BEEN TESTED AS'FREE-FLOATING AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MILLION CLIPS, BUT SHALL ATxm4, NOT WIVE A GAPOF MORE THAN UV FROM THE CLIP. MA TO eTel. am— ,e.. ! .. TO RESIST THE WNOLOA08 CORREWMING TO THE REWIRED NO MORE THAN UTO. THE In STRESS INCREASE WAS NOT USED ...10. Nt Ol 1'- �" OPSNAW AYORI -I 1`xORZMULLIexaTx� —p T— - v � OPEtiaAH NEX4R L L'- > SINGLE MILLION SINGLE MALLON OPENoq 1TDTH FOR VFAIIOALMULL „a oF4NNotmlx FOR VEATIGGLMAL 081111 ORRMIPmOMMAILS MULTIPLE MLA.LIONS NATROCTIONS: 1) DETERIARE THE DESIGN PRESSURE REQUl1WMW LeWM FOR THE OPENING USING THE ASCE-7 STANDARD. 2) a1OOBEA MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT$ FRAME DEM 3)REFERTOSFEET22TODETERNBIEWTHE WIND LOADING IBWMANOULAFr ON'riRNNDAM/IRA .•. 4) FWD THE CHOSEN MULLONB MILLION CAPAGUYfLee1FT9 FROM TABLES IA THROUGH I301. ON SHEET88TNRMIGH I7- —_s=UmRmMa 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIMUTYOF OTHERS AND IS BEYOND THE SCOPE OF THESE -8 VERTOALLY OR HORIiONTALLYL THE MIA O CAPACRY LBNFPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESWRE NarRucTIaNL7. 1X228xa4Hw.BPEcs.__.4 IXI lAEEOETAAS M VALUE REPRESENTS THE WDLOAO TRANSFERRED TO THE SUBSTRATE BY THE ANO MUST BB..ATr.. FILL. W t X atffix ADDMIALRIPEtIS.__S tX4x.1%LAL.LKILLS W ATxm4, LA1111111/1H1 USE THE COMBINED OMONMITH OR ONLY TONPRODUCTS TODETERMNBPCONIDER /X4XSmT 6488TE24 a'��':'VLOEN.4ir •• '•.'1N ANCHOR09FORTHEO5) ANONORAGe FOR IES SHEET AN IER .FOR UNITS,W COMMON LMSEEAMPLES ON TIES MULLSPRCS'S..1t TM1 / ' TALES, TDESI NT AND ANCHORAGE TA®.FB. THE LOWEST DESIGN ADJACENT TIME WHEN OE URBAN INCH ENUSI USING NTRNG THEDEBIOTS SPECS-12 125X atm MLILLALMSPECS-12 1.%X.26 1mXatr C Ao'.• S�G� 2 PREMWONLY SHALLA P PRESSURE OF MIA.TIRI.E MILLIONS OR FENESTRATION PRODUCTS&WLAPPLY. EOF ULLWM OR X X4 X MALSPECS 13 Paa ��.0. SYNNUILLER, 25KILLSP'ECS xxex.mMeALSPECS_.__. to 1287(2/1X.imM SPECL_.W KMMWM T 0) WHEN I== YOM SIZE IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NESIZE ON THE TABLE(Sy SFEOATALQ RSL 4SXa488FYMIILLSPEf.9_._17 R�T4 T)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINGORST000O. WOOD SUCKS BYOTHERB, MUST MUUXNB WPB /Sae BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT EXALPLE8t82.r AS APPROPRIATE FOR SUBSTRATE MATERIA_ DISSIMILAR MATERW.88HALL BE PROTECTED AS REQUIRED TO PREVENT LOADtlii ®tALWlFB__.___._P2 F&iFATMTRN RFACTIONB. PPOOIkTBLYY BEOFANTT'PA. 8) REFERENCE TEST REPORTS: FTL440.7: ELOO ULTRAOMAGM43ATCRNORM AN811AF&PANDS FOR WOOD CONISTRUCT10N; MUST BB MApUFAC1INED ADM-/LLUMNIDA DESIGN MMIUAL �'PoT• 9) MULLUM AND CLIPS HAVE BEEN DEBONED S TE87OD TO COMPLY WITH THE REQUIREMENTS OF THE FLO=SUILMG -.. CODS, AND ARE APPROVED FOR IMPACT AND NON-WACTAPPUCAn"."LIOW ARE ONLY TO BE USED WTrH POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. tq MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVW_ �— ...10. Nt Ol 1'- �" OPSNAW AYORI -I 1`xORZMULLIexaTx� —p T— - v � OPEtiaAH NEX4R L L'- > SINGLE MILLION SINGLE MALLON OPENoq 1TDTH FOR VFAIIOALMULL „a oF4NNotmlx FOR VEATIGGLMAL 081111 ORRMIPmOMMAILS MULTIPLE MLA.LIONS NATROCTIONS: 1) DETERIARE THE DESIGN PRESSURE REQUl1WMW LeWM FOR THE OPENING USING THE ASCE-7 STANDARD. 2) a1OOBEA MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT$ FRAME DEM 3)REFERTOSFEET22TODETERNBIEWTHE WIND LOADING IBWMANOULAFr ON'riRNNDAM/IRA .•. 4) FWD THE CHOSEN MULLONB MILLION CAPAGUYfLee1FT9 FROM TABLES IA THROUGH I301. ON SHEET88TNRMIGH I7- —_s=UmRmMa RESPECTIVELY, USING THIS MIJLION TYPE, LENGTH AND OPENINGWIDTH OP HEX314T03013112WG IF THE MULWN IS SPANNING WAd4A8p��/�Q L VERTOALLY OR HORIiONTALLYL THE MIA O CAPACRY LBNFPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESWRE FOR 7F7Q OPERN6 OBTAINED IN STEP 1} A4?? 3) FROM THE SAME TABLE USED INSTEP 4) ABOVE, FIND THE VALUE N THE NEXT COLWIN ANCHOR CAPACITY REQUIREDRB91 n+IS M VALUE REPRESENTS THE WDLOAO TRANSFERRED TO THE SUBSTRATE BY THE ANO MUST BB..ATr.. FILL. W MULLION CAPACITY. LA1111111/1H1 SI FROM THE ANCROD CAPACITYLESHTABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE COUXTON(MULTIPLE AND VERIFYTHAT THE REWIRED : '•:^'1' '. `Q' ANCIORlSU88TRATEANCHDM-CUPPATTERNMAYAPPLY) SELECT AN ANCHOR CLIP PATTERN ANCHOR CAPACITY ip MET. a'��':'VLOEN.4ir •• '•.'1N 7) IF THE MULLION CAPACITY L148/FP1 OBTANEO N THE TABLE 19 HIGHER THAN THE DESIGN PRE88URH REOUNEMENLS.BSIF_L!' ' FOR THE OPENINO,YW MAY USE TI@•ANCHOR CAPACITY ADJUSTMENT FORMULA• TO OBTAIN THE LOWER ANCFOA ACM REOUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPRON MAYBE SELECTED FORTHE SALE SUBSTRATE -64. %•O '., )3: N� C Ao'.• S�G� 2 B) VERIFY THE DESIGN PRESSURE MTBRR (LB8fFT9 FOR THE Ig8•IEBTPATION PMODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITYLLB&FT90BTANED WWEROF THE TWO MIALL APPLY FOR THEM= ,tom ff omOP•''( `,, �i�(•'• ..... FORTHEMULLtONSYSTHM.THE MULLED FENESTMTCUN PROIXICT "MALY. ��.0. SYNNUILLER, 0)HOMIGHT OPTION USED AND TABLE VALUES USED N A SPECIFIC APPLICATION WENN USING THIS NOA TO APPLY FOR APERMIT. HL��T•t• AI P.& 8 t� s Egg g e Q UP �m Ix e O �N J,.Mmr �> a •��, �N IMPACT-RE STANT ALUMINUM TUBE MUI JONS a'?Gj '• w ' •b� .`� WA T' WA INSTRUCTIONS " QMR2 a rmo �m aa, ortsr Fff WIM rim JFtOsOvVSIQ 0828/11 6.• �awe'P0`n ams Rl WSKI 7/15/13 CHANGES THIS HEET ci.cmr.wnuOffi DETAIL C• MULUON DIRECTLY ATTACHED TO wna�au MASONRY STRUCTURE (STANDARD CLIP SHOWN) 1 -Elii®IIHB I - WE AMM �� iWBBIRATF. WE TABIE816,oE DETAIL E: AwmK MULLION TO MULLION INTNERSECTION Y 1) MAY BE INSTALLED IN-WOR' S• INTERSECTIONS.FM 2) MAY BE INSTALLED HORIZONTALLY (SHOWOR VERTICALLY. (SHOWN) 180 3)SEE U4:UPDRAWIGM ip9{o:w Ri{� E@ @Y fix a OFF88T IORL 1 I ._ TOPVIEW LLICK FOR CORRESPONDING MULLHON.TIFN VARM I N1A 6 mmUJI 2 KH �/y' EXTERIOR A. o s ,aRl16v EDGROWANCE Fai Y y /GnER8F0TWN v .*N Am7KR8 • _ • u." EXTERIOR � JBiI M TYP..IMGYLI a PER3UBBTMTB, aE TAElE81&108 Fzz- r TYP.ANOF10R 811RM W. eEBTAmE3i&Im ATTAGQ®if 3m3f1EE131b1 Rvtmoarw NasLouTmRS FRONT VIEW EDm 01TROM_ ajaj 4 Y __ .. L • B�MOfe 1. .- • T.7. BE@TMm 1B�R9 }}Q ..' • ., .: - EOR@ ' �_PSTANW 4411 VV ii �cV laa zT,ollca+cRaTeatow NwvAal a�� 1 ,&w SIDEMEW FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDAR CUP SHOWN) INSTALLATION NOTES, STRIHeiuRe III ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTDYOFANCHORS AND MUiLON SIZE SHOWN ABOVE ARE FOR PICTORBLL �.�� . P®t&1tlfM1Q 89HTABlE816t00 PRRWIICW�IP,B REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE `� BERa®ET3 ® �P CORRECT QUANTITY AND LOCATION OF ANCHORS MUST SE FOLLOWED. REFER TO THE TABLES ON THE �� = ATzegm+roNR"J. ZS. FOLLOWING SHEETS. FOR DETAILS A-0, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LAXATIa13 E.�rhpyDeo 1b 3) ANCHOR HEAD TYPE MAY BE PANHEAD, IIF. MAD OR FLATHEAD. �\` 4) WOOD BU00 ARE OPTIONAL, SEE DETAIL C. SHEET 3. LLQ Com I1 i, 11111( e) FOR MASONRY APPLICATIONS IN MIAMI-DAM COUNTY. USE ONLY MIAMI-DAM COUNTY APPROVED DISTANCE . oN�•..... M�(7��.�' ELCO ULTPACON OR ELOO IW &S. AGGREGATOR MASONRY ANCHORS. FaLS�gNyy SM TASUM VCENBF•'•.• FRONT VIEW ,4 AA At®aAauANT PAIKT,6 PL EIROBKi t&10E \�`:'' '.* ATTAaBlNT BYOII@PB. 1l1lTl�. *: N0.1>8705 EXTERIOR tgEtYoOD'WaaRRBP&S SIDE VIEW YJ 15 '�OAA•' 1) FOR 2X W0004ACKED STEEL STUDS. WOOD Sbi. •('�``� ANCHOR VALUES MAY BE USED. i�'ip•'•..FLORI.P. rSIONAL�? 2) BEE CORRESPONDING MULLIONTAINLEB, SHEETS 5.17. FOR QUANTITY OF SCREWS. A. LYId wddK P.E. FL P.EO SUM DETAIL F: DETAIL G. DETAIL H: FIELD -MODIFIED MULLION CLIP (F -CLIP) ANGLE MULLION CLIP (ANGLE CLIP) SAY MULLION INSTALLATION (ANGLE CLIP) b SHMT92ANDII /pi WSTALIATxx/ S/W8T8 �yy o >T i< "I TOSGMRiOSUSSTMIES. MaLW O O O lill O O O O O O O N o O1 TOP VIEW SIDE VIEW V sHavNBTlxrxax.tzs TOP VIEW � i i i ttv.AN2e08 � Zq EXTERIOR I 88HiA9.E8174W tW �' � � B0IMM DIOMRSI LID mRnD i TRATE, � I EXTEWOR V O .�.1 Z ` i MMTIZ BF8 TAW8S fb1t8 c6 m I I V'rxsaaaxc�. � � � i I I I I I xvsBMuuxNENn, NIueTw Z O 12 I I IAx11W1 I WATAuenx�ea•eArlau. m F ti I I II I I — B`S2 " ' I 3 ANABCLR, A. 2f•ERtO"TALLED — 1 I I I MUwwIAJU- W98EOPun. � 1 ivn AIIotW I 8 888 iABte818•tOB WTOW000,8T8S. STAN0AxO TO88 A1U11.CUUMBNSOtWr N00mR0 wlgmO. EXTORWWRY Op L� EXTERIOR _ YAIOD. er88L.MOM WIWWWY 8%fFRpB ..�"� , ~� '®�. pFSt F oumFlTklaoklthOFle/flIB(DY� I E w ° ® ® ® e80r(000.BT881. AtLY,CW ON NA50lWr 08M� _ DWANH veN MINI--�- 4 AXWOR - —® 4 'W =ANNo NorEa FWt tNSTA 1ATlOti a M.4, a, `�. O 1jlSE2ANOLE CL�e PER MULLION FIN. CLIPS MUST BE INSERTED INSIDE OF MULLION.•'•, '•. NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL S NOTAPKMARLE FOR THE SAY OR t W X 211• X.128• MILLION. 2) DETAIL 0: SEE TABLES 16118 FOR ANCHOR QUANTITIES AND SHEETS 162D FOR HOLE LOCATIONS. = —: •(4` 2) SEE TABLES 16108 FOR ANCHOR OUANTRIES AND SHEETS 18.20 FOR HOLE LOCATIONS S) DETAIL H: SEE TABLES 128 OR 138 FOR ANCHOR MMITIIESAND SHEETS 18-2D FOR ''O 1% l0 I . 4! 3) THE 2X6CLIP SNOT SUITABLE FOR THIS APPU0ATXIN. HOLE LOCATIONS ��'� '•,!RORlO?:•�G�2� ''A.�LNNN Al{4hER1P.E FL P." 88706 TABLE 1A 1121,125 11 ASAn.TWM NuMon Mb I®b I mb Mb • bb s lmb tmb mb 4) SUBSTRATE& CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED VOW x.118' --.Vft T�apRAmn L$Bne9'p¢N LQ��'^G$9q RWepid T�NN> Redo 9eyNp.Fm—="T RDdogtlo TryrTNW. TMA G NAd T�Ifd�. Idds�fer Td�fLm6 ThM�6 IDS-g$q L-ftLmIIII1rBrngl$� —LftL ft leaAnOgyp Haxpp = IA-gV —L dm$ l$D�TIII194Vyg l�0gp Rc�tld TdM4dB ladnB Lsge�-pp YELLOW SOUTHERN PINE WITH AN 80 OF M AUINDRIM SHALL BE 6W3-T6ANOBEAMINWOF.118' f THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04r THICK(1B GAUGE). SYMC111RALSTEEL TO BEAT rxrX.R2VMULLKW LFAST.12r THICK AND A3& ALL ANCHOR$ INTO METAL SWJI EXTENDAT LEAST 3 SCREW THRE40SBEYOND THE MATERIAL. ANGLE CLIP MUST BE USED IN PARS. _ ri(awrm PI. S: nal • • g$q L8] Fpe4au P nmA AdlesT".. Y eftuQ WEbDLWANe die'row 8L`$alrr§O$p § WDeeUb Wee 12/n'Bw W wE iB. rt781ed Bn g@ XE 16 --) LOOM f•- 2) LINEAR INTERPGLATION BETWEEN MULL LENGTHS ANOM OPENINGWIDTHS ISALLOWABLE RGURE 2 3) MULLION AND MAIM CLIPS SHOWN ARE NOT TO SCALE. FOR ENACT D2IENSKI4S. SEE SHEETS 10-M • 10 s • s 1111 4) SUBSTRATE& CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED x.118' AnolwrCamayTable FKRM 3: YELLOW SOUTHERN PINE WITH AN 80 OF M AUINDRIM SHALL BE 6W3-T6ANOBEAMINWOF.118' f THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04r THICK(1B GAUGE). SYMC111RALSTEEL TO BEAT rxrX.R2VMULLKW LFAST.12r THICK AND A3& ALL ANCHOR$ INTO METAL SWJI EXTENDAT LEAST 3 SCREW THRE40SBEYOND THE MATERIAL. ANGLE CLIP MUST BE USED IN PARS. _ ri(awrm PI. S: nal • • Fpe4au P nmA AdlesT".. Y eftuQ WEbDLWANe die'row Nw'Ebel WDeeUb Wee 12/n'Bw W wE me" rt781ed Bn 1CIa pPPeNmI Hwaeee AoyeLMd utddA AyyCWd eddgds3 eem.W9 ndedmF -_- - cape LletmdFeL r z-vz r atrx ava r z. yr r a r n� nlLr xxt FDbeOooD ML 34• 141f 1SC ty'P T 1-W t•W 1-W YW r 1 15C (seed0 TS AO.F/81AMondO0e1 b 2mb bt 1d1N®L16 Yb.OA IBdMddldnemMLnp PR}$ OIDb TGe IEp NA roA NA roA Jwb IIA =1- PPA wA mu nob 'a.QIMWAmPC"rffU3T b TBOb neob =ft 1Mnb nqb 'dB0¢s !sR -_ 9Bpb 23Mb NA NA wA NA NA_.IMA _ - -wA NA -NG i2A GTA 11416 1NtlpfF-ODPb nt mu 1®Ib Zmb 4 ft Ib ttnrb 1MIEc 11/6e 9nG� Tdlb S91b 891b tn9b TwY xW® x NA wA WA mnb NA WA NA wA imb NOTE FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. E 1: --) LOOM f•- 2) LINEAR INTERPGLATION BETWEEN MULL LENGTHS ANOM OPENINGWIDTHS ISALLOWABLE RGURE 2 3) MULLION AND MAIM CLIPS SHOWN ARE NOT TO SCALE. FOR ENACT D2IENSKI4S. SEE SHEETS 10-M • 10 s • s 1111 4) SUBSTRATE& CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED x.118' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM OSS. WOOD SHALL BEPRESSUREUM -TREATED FKRM 3: YELLOW SOUTHERN PINE WITH AN 80 OF M AUINDRIM SHALL BE 6W3-T6ANOBEAMINWOF.118' f THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04r THICK(1B GAUGE). SYMC111RALSTEEL TO BEAT rxrX.R2VMULLKW LFAST.12r THICK AND A3& ALL ANCHOR$ INTO METAL SWJI EXTENDAT LEAST 3 SCREW THRE40SBEYOND THE MATERIAL. ANGLE CLIP MUST BE USED IN PARS. RGl1RE 4: FIGURE 6: PI. S: Js • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ANCipR CAP..e..ge\ ,ANCHOR O4P.- MW.ION CAP.,e•a, 119E THIS FO3ABR.A TO OBTAIN THE *ANCHOR CAPACITY REOUIREW CORRESPONDING TO AN ACTUAL PRESSURE REOUIRHMENT FOR THE OPENING. WHEN IT IN LOWER THAN THE bAAI= CAPACITY (FROM THE TABLE)OF THE SELECTED "LION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED 70 OVAL" ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAFACTYTABLE. ' TABLE NOTES: 1) SEE SHEET 1 FCR WWRUCTKWS ON USING THE TABLES AND SHEET 22 FOR WFORMATtON ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --) LOOM f•- 2) LINEAR INTERPGLATION BETWEEN MULL LENGTHS ANOM OPENINGWIDTHS ISALLOWABLE 3) MULLION AND MAIM CLIPS SHOWN ARE NOT TO SCALE. FOR ENACT D2IENSKI4S. SEE SHEETS 10-M 10 HOLES TO BE ORLLLED W THE FIELD FOLLOWING oatmHONAL RESTRICTWNSSHOWN ON SHERTS 1&24 a.Spp` FIGURES SHOW Sl-4SO9STE'D. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATE& CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED x.118' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM OSS. WOOD SHALL BEPRESSUREUM -TREATED YELLOW SOUTHERN PINE WITH AN 80 OF M AUINDRIM SHALL BE 6W3-T6ANOBEAMINWOF.118' f THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04r THICK(1B GAUGE). SYMC111RALSTEEL TO BEAT rxrX.R2VMULLKW LFAST.12r THICK AND A3& ALL ANCHOR$ INTO METAL SWJI EXTENDAT LEAST 3 SCREW THRE40SBEYOND THE MATERIAL. Sam 'T '�'C�'•:FC1M100;:G��: A Ll'FB46dWSE}�. P.E. TABLE 2A ARNm cupPwama I w Tmj 9f1@'EMe� I —cIIo m_ I �m I Y1Q'mml0nmp I W&m lOtman L. WA._rPOA m I WA mu - aan aw!HOwva f RR eRTors RTaemevn rg m ANCHOR CAPACITY ARNUUMW FCIJm " (DP—) X ANCHOR CAP. - USE THIS PORMULA TO OBTAIN THE'ANt3OR CAPACITY REOUIRW CORRESPONDING TO AN ACTUAL PRESSLIRE REQUIREMENT FOR THE OPENING, WHEN IT $ LOWER THAN THE MLAUON CAPACITY TROM THE TABLE) OF THE SELECTED MILLION. IT WILL YELDA NUNMM ANCHOR CAPACITY WHICH MAY BE USED TO=LIFY ADOITXI NAL ANCHOR OPTIONS FROM THE ANCHOR CAPACTTYTASM E1: mm IwmI TABLE NOTES:�i1°'°'*Hw Tom IwmI • wm I mom I +aim Iwon Tip mf ftftw- Tnyfaay. Remwgtlly Tmnm v RegaC'M Ta TdmN Raetvyvd• Tieprtaap ft mN Tnpfawq Hmlm@!m TvplTdvp imtlm�ar T amp ImG 1 a2a.378 L—Y L.�q f�a taamp LWNmB L—ft Lmatp ■�6 Lv+atg I�q tmv7 lmMum W -v Iwm l L -ft w AtUllT" 1�®OI! • • 11 • • E DRIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1820. HOLES TO SILLED FIGURES SHOW SUGGESTED APPIOXB/ATE HOLE LOCATIONS. 2.000• ••• • •• iall �R11"I'AllI I It I I I I I I I I III I1�� 4) SUBSTRATES: CONCRETE BHIALL CONFORM To ACI 301 SPECFIGL710N8. HOLLOW AND GROUT -FILLED CONCRETE BLOCK WRY (UM SMALL CONFORM TO ASTM G90.WOOD SPSRL BE PRESSIVI&IREATED � * `*.' INp,88T" ARNm cupPwama I w Tmj 9f1@'EMe� I —cIIo m_ I �m I Y1Q'mml0nmp I W&m lOtman L. WA._rPOA m I WA mu - aan aw!HOwva f RR eRTors RTaemevn rg m ANCHOR CAPACITY ARNUUMW FCIJm " (DP—) X ANCHOR CAP. - USE THIS PORMULA TO OBTAIN THE'ANt3OR CAPACITY REOUIRW CORRESPONDING TO AN ACTUAL PRESSLIRE REQUIREMENT FOR THE OPENING, WHEN IT $ LOWER THAN THE MLAUON CAPACITY TROM THE TABLE) OF THE SELECTED MILLION. IT WILL YELDA NUNMM ANCHOR CAPACITY WHICH MAY BE USED TO=LIFY ADOITXI NAL ANCHOR OPTIONS FROM THE ANCHOR CAPACTTYTASM E1: fl 2 TABLE NOTES:�i1°'°'*Hw • • • • t) SEE SHEET 1 FOR INSTRUCTIONS ON LN�NG THE TABLES AND SHEET 22 FOR INFORMATIO N ON LOADINQ Na13 • • • SEE SHEETS 2i FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$ ANOfOR OPMOWOTH9$ALLOWABLE. Pm6m "+ R E 3) MIKLIO N AND AMLION CIPS MOM ARE NOT TO SCALE. FOR EXACT DINHNeONB, SEE SHEETS 18-20. • • • • E DRIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1820. HOLES TO SILLED FIGURES SHOW SUGGESTED APPIOXB/ATE HOLE LOCATIONS. 2.000• ••• • •• ANGLE CLIP MUST BE USED IN PAIRS..978' ,rON..• JCENHE ''•.'P '. �� • ''•. '�, 4) SUBSTRATES: CONCRETE BHIALL CONFORM To ACI 301 SPECFIGL710N8. HOLLOW AND GROUT -FILLED CONCRETE BLOCK WRY (UM SMALL CONFORM TO ASTM G90.WOOD SPSRL BE PRESSIVI&IREATED � * `*.' INp,88T" FIGURE 4: FIGURE e: flGURE@ • YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALLNNN SHALL BE 808378 AND BE A MINIMUM OF.12ir THICK STEEL STUDS TO BE A MINBSAN GRADE 33 AND.ONB•THICK (IS GAUGE). STRUCTURAL STEEL TO BE AT L MA1THI gN AND A38 ALL ANCHORS INTO METAL SHALI.EXTEND AT LEA87380REiN THREADS BEYOND 1'%2'X.3T8'ABAl10N I Q.' •P .'•. L a �j . ,3''N!/. n sT Te ; • 2, FL P.E.0 SUN �mmo�o..©mo�o�o�o��ommm�om�oo�000�o i'Jir♦W:�/J{fL:/`iiW:7W{4'�i1�JYL"IWC{Li1WfIL7flulYL'1�1ii'.��li'JW{tJ�tEJfiGL' 4Ji{tJf{J4L"1�J{17YiJ{KS1LJLiS✓1{{CJiiL'.`i mm©®m®sMEN HER 8m©o®0001M =moss F mm00 ®�irs 0�©®�OmO©�©®�m00��000��®Om En��m�0��mm� AfOMCIPPOUM I Amv p l ]na laaeLIDsai I avmmw 1 Arolvrra4Pn at nam. tFsms a]am aaa. en ms iaems +ams mAs ]roma m w asl ms m]ws ]w ]aoe, ]/uKAm]Ott41 461P ]amA lom IDA APA AW -ft ATA ATA ATA nA MA gym] �� b NOTE FOR TMIE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANDANCNOR VALIIEB AB THE STANDARD CLIP. COROLED VALUES ARE USED INTHE E%AMEIE ON BH1IET27. ANCHOR CAPACITY AOA)STMENTFGAWGJm (OP—) X MCHOR _Av ) oANCHOR CAP.— USE THIS FORYWA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT E LOWER THAN THE MULLION CAPACITY (FROM THE TAMP OF THE SELECTED MULLION. R WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR MONK FROM THE ANCHOR CAPACfY TABLE. Aao1W No 1 F E 1: FIGURE 2 • • • • TABLE NOTES:2m --1 7.000' r Iry .. :. �.. 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES ANO SHEETZt FOR INFORMATION ON LOADING. �11111111I�jrrr } BEE SIffETB 24 FOR GENERAL INSTALLATION METHODS. r FIGURE B: 2) LINEAR IVTERPGATION BETWEEN MIA1. L10itTTF(S AMIDADROPENING WIDTHS 18 ALLOWABLE. � 1 'c9 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. 2.780' •;��GENBL> ` �: • '•. * �� • • • MOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHIET818•= USED N PAIRS FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT•FI LED 'I 3w — ��. ANGLE CLE MUST BE FIGURE 4: FIGURER FIGURER ALL BE PRESSI•TREATED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTMC-BO. WOOD BNDff •• • • YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHAD. BE 806345 NO BE A MML40 CP.12V THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO W AT AX ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREW THREADS BEYOND T 1'X2.7B'X.37S HELLION '0 ;�O�pP.:'G?: . SS/ONAL • �T.i��(AND "o" % A. LVMI N+iu. P.E. FL P.E.O 58705 1 X230 ggyre g�ga�•¢ro gglpo$ 6�g�w 8eabpn ■�g�bpe fi�ga�pro H IgmmpV Igm+�n Btgw4yro Ila f�7.7�-''��iEi � E�3i KS�fiii FiiS7F:'3� Fi�iF:i�F.t-T.'iFii7 � Flr7 � FiJ 4./Et7 LOE'L'� L:gFci� �b'oi Eiil �m000" m0000��0 mOm0 ��0Q" �� TABLE 45 ANCHOR CAPACITY ADNSTM@RFOA6AIW AAadorClI Taft (DP—) X(jna ORCAP,e�.)mANCHOR CAP.,,, AaeEa Tryx d19Ex Uk— w91. Ukm— dreemo dro�eblxmem wexowman was Pim d�8b wes8b sW dw soda stldW M1EQUIRCAP.,e.., AAM1mICTp Pa4d114 tbaea. A� IAmcm 14AamOWi e.�(SSI 6cwFf'.N e4m*leal USE TF�FORMUTA TO OSTAIN TME ANCHOR P TLbroQA1 r aw r avr > t r _g sW r a9 oee• ACTUALCAPACIPRESSURE ENYFORTHE ACTUAL PRE8SIIRE REOUWEEIENT FORTHE Pnis.m4s4 tm wu• 1su 1s4 c. WIffi iJl4•oTOAN w t -w -w I -w aw r 1s L, (_ 4R b b b OPENING, WHEN IT IS LOWER THAN THE MILLION 4 1.19 0.0. /dxtlx4 (arpaHWlB6 4Aab )Dab NA NA WA 3mI NA WA NA NA WA dLms tdab CAPAOITY(FROM THE TAKE) OF THE SELECTED MILLION. IT WILL YIELO A MINIMUM ANCHOR 4AWw GSIWt Q0.lPI2.6A.pmtOp/(PII3c Tdl6e TB4b eesb tsesb PNab 6mb w4b A x+ob sn d4b xaub dab iCoa 'gym WHICH MAY EEISEDT000AUFY O0. .0. Yfe 4t WA A WA t AA4bHPQPPIP st tB6b 1M attb WA NA _ NA A A NA WA Heb 446me aiami b 1W fnb 3Mft Mft a1tmt Wtb 93 sm teob ADDITIONAL OPTIONS FROM THE _ tAlikiwxOtt aaH PCOpPp et 1xOb �- W root A NA WA maim 4atb Mob ANCHOR CAPACITYTABLE UOTReVISED NOTE: FOR THE OFFSET CLP, USE THE SAME ANCHOR PATTERN AND ANCHORVALUES AS THE STANDARD CLP. (2)IN CBTCLED NACRES ARE USED THE EXAMPLE ONSFEET 21. FTGIIIHE 1• FOURE2 TABLE NOTES: 1.600' Dom 1) SEE SHEET 1 FOR NBTRUCTIONB ON LIMNING THE TABLES ANTI SHEET 22 FOR INFORMATION ON LOADNQ BEE BFEET82.4 FOR GENERAL INSTALLATION METHODS. 11 L I I I l l l I 2) LINEAR INTERPOLATION BETWEEN MULL LENOTH13 AND= OPENING WIDTHS IS ALLOWABLE.PGUFM 3: 3) MULLION AND MULLION CUPS SHDM ARE NOT TO SCALE. FOR EXACT DIMEM SENS, SEE SHEETS ISQIL 2.760' : aa'� :''uGENSF •'•. q :. `Y:' •'. . • • HOLES TO BE DRUM IN THE FIELD FOLLOWING DMEWIGNAL FNEBTRICTONS SHOWN ON SHEETS 18-M : FIGURES SHOW SUGGESTED. APPROXIMATE HDLE LOCATIONS, _= *;' Na 68708 ANGLE CLP MUST BE USED IN PAIS. 4) SUBSTRATES, CONCRETE SHALL CONFORM TO ACI 381 SPECPLCATOMS. HOLLOIV MID GROUT -F LLED 1 CONCRETE BLOCK I= (CMU) SHALLCONFORMTO ASTM 081 WOOD SHALL BE PRESSURE -TREATED FIGURE 4'. FIGURE 5: Retail& YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL SS 6083 -TO AND BE A MINIMUM OF.12V � A •CNV: THICK STEN. STUDS TO BE A MINIMUM GRACE 33 AND.W THIM(18 GAUGE). STRUCTURAL STEEL TO BE AT LUUSTAWTHSCNAND X ALLAMNIORB INTO METAL SHWlEXTH�ATLSAST38CREWTHREADS BEYOND V X 233 X SW MULLION A THE MATERIAL �.L��••. A '�i��C' !SS�ON,,ALu3�?' A Lvi v. "L P.E. FLP" P.EAS870S 11R3.128•R Iu+ebm L"c" L-" Loaft L -ft &-ft L -ft I I -ft I eo L-A L -ft I L--�m I Lm8® ILaMp L -ft ." Lo -ft AlUm T 0 8 I& III I g 111,11111111,1111111 h 11 Il 11 a 11 It 1 file � �8 AMmCOPPeffim 0Lj0l=M1UODDMG I A4V70a:1 YM'19wvu I Yvt3 uft— V::= "'1 YI3'E tin— I wemueecm I,7 m�.I v....—I....��.,,I_"'."'�.I. MUMI: FIGURE2: 110 1111 RE 3: 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE B: FIGURE 8: • TASLE NOTES: 1) WE SKEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR WFORMAT04 ON SEE SHEETS 2d FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MILL LENGTHS ANGOR OPENING WIDTHS 19 ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEB HOLES TO BE DRUM IN THE FIDA FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATE& CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.80, WOOD SHALL BE PRESIAW- YELLOW SOUT14ERN PINE WITH AN SG OF 0.80, ALUMINUM SHALL BE 606478 AND BE AMINIMUM THICK. STEEL STUDS TO BE A M04UN GRADE 33 AND 04V THICK (18 GAUGE} STRUCTIACALL STE A LEAWSSCF II 1Ee( 8T 2M 11a41 2G2� ANCHOR CAPACITY ADJUBTMBNT FORMULA: (D s) x �P.:=) =ANCHOR CAP USE CAP. 4. HSE THE FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REOUMEMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MLM.LON CAPACITY (FROZE THE TABLE) OF THE SELECTED MULLXm IT WILL YELDA AI ANCHOR CAPACITY WHICH MAY SE USED TO QWLLMY ADDITIOI4AI.ANCHOR OPTIONS FROM THE ANLW OR CAPACITY TASLE. I-1.000'.1 LOADm I 31 SHffET8 is-& SHEETS 1428. FaLEo AIN TREATED OF.1%' I"K 3.128' X.6' MULLION ELTOBEAT (1'YE MULUOIM) LEAST. 2r THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEtO T 7EBEAD9 BEYOND THE MATERIAL. .P ,: � •. A P LORW '!;Ss/ONAI E� A LVdUV M218Sh;LP.E. FL P.E9 68M ��•�� s 1lmm�muo1J�`omnll V1LLW saa ot�aib®sln3a sus�uo asuws�a aaa&aaa � =ce+ 1 4_ �„�� ,,, q. `Y: '-•.'G a i Z V d ¢ aq aR�.. MMos.O.N r mol Nrom d dMSO3d Sr :X VX SNO W38ft1 IWf1T/1Nd1S3 �ddWl Owe A.�.— 4gtls�s��ti 3�RaaaBig N& Wb>»t@gl u E d 3 aaa&aaa � 9�1A ®a � � aaaaa as §§al. 2��:s,� � � S�aaaaa�aa Us�"a�� faIit �R; s ags I 111191 as a . 1;, p R11aA'Ia' b R e& K& loss 119 gif 1111 14 Mg g .doE��ia� b9�! ®®®®ig ® O• g oa+em a " 4pap �1 8 tw)w+w�a 4�b+em+v � taUon�n sIall 0 3 (tpi�Ol 9 9 9 j j,r — I-- gq fi ;ym,o� RRRRRR .a� s F [? g P P P P 76 9 g��9sq�egg�B �gd�a3?3d ij wean mw 11h A Mal we ,1 a� illi 91 r�� P�aPP P " ego & �I PPPP PP GO= Me Mi. 1801. 1 rob Wb 0b I b 128.9 Rwft,,q1r UWTIImItetlt.µ9a TuyrOvg Iftw0d tl1 , Ttm 6iew Pao 2W AMM Mar It qg�L--" qgt"fto y®lsgam6n gg lgL-ft g5 Lftft {g7 L-$ . q@1§g--ft $& pqW-ft qg 1Ny0 Lg$ueb+y$9$} ggW-1400 yg Lgib Wg to 0.b Inc NO I76A 0.6 Inc IM tXXj IA 1 Inc BBB 17U NO 117M Wx IAA 619 AOA 1118 170.0 m IRO Ila Inc 4II1 Inc qb Lm 7m I SM AOA WO it" 001 INA M Inc em BAA 1131 170.0 861 IAA 19A 1WA 0.n Am '.17 170.0 OA IMA 00.876b AOA IR IRA 0W lim We IRO Wl IAb 100 IAA BM IncIIW IA.O 7b Inc 15{0 IAA iR tWA NIM 1700 IN 1393 Mb Inc 1W IWO BtII IAA 630 IRO WI Inc 1119 170.0 7M Inc OA IAOOa fe4/ 198 Inc OA 14U 13A IAA 058 21MI. Inc 0W IAO AI IA.O 1085 IAO iM 100.0 o5i IRO M6 19.0 I1M ICA 00 INA 11M 15" 919 013 1108 INA 99 92.7 63b 17m 930 IMA 706 1601 1061 TAA MO 107.2 IOM 1649 80 120.1 101 120 ep 100.7 1W1 193 W7 961 191 in? NO RI p 66b 19.1 69 IRO A9 1503 061 iMb a0 It60 99 138.0 AO iM1 007 INA A/ 9A BA 19A 7R 0.7.0 41T t00b is 69A 7p$ Ab /Y7 IN 192 M 103 MI 1162 6M BIA 0M a1.3 MI 641 - WA 0a /1A BM M.1 0M 011 BM Re M] Me Nb 106/ fd /1M MO 72 79 M.2 BA A3 79 063 8M 861 M Aa 00 048 m TOS SW M) »2 866 No 0A Ab tM2 WO [MAI eM 641 BW 846 OW 723 0W ma 11A as AO We 089 800 846 MO WW eW 061 WS 122 ab WA 610 MA Oi NO 610. MA 1a R.1 616 50.1 610 K7 4M AO 60 aA 430 330 516 R.1 R2 RA OOb M.3 4W 0" 1a1 a3 1W R.1 3n Sed W 0.0 0) MA M uII M 31.0A 273 1W30.1 371 x2A I0b 561 3W MA 727 S1A 3W me 30 273 iM 7M 263 aM 24x WI 227 3M %I 3M xOA 50160 I,,m 561 3m 348 8M ?03 ase 30.1 - 261 91 261 5 233913N.6 >9 20A 2m 161 ZW200 223 2M iA9 2a 23b 7m Im 780 2m IIOD 162 1W 10.1 ]00 161 10 tOb 161 xM f03 iW - -- A.&MOPP46e71111 I e.N I -I 7ncebet9.am. I w'el®aaaw. 1 qz.;-.� I Y0Teb tx- I -ebOl !�!l�if�if�si ANCHOR CAPACITY ADJUSTMENT FORMULA, MIA.LION CRP.om, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING 70 AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 13 LOWER TWIN THE NULLI031 CAPACITY (FR M3 THE TABLE) OF THE SELECTED MUK IT WILL YIELD A NINfd6NM ANCHOR CAPACITYMREdi MAY BE USED TO QUALIY AOWONAI. ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE IM FIGURE 1: FIGURE 2: • TABLE NOTES: 1) BEE SHEET I FOR INSTRUCTIONS ON U81NG THE TABLES AND SHM22 RIR INFORMATION ON LOADING. BEE SHEETS 24 FOR GENERAL INSTALLATION MET0OD9, I--1200--1 D9W n 1115 0 3 1 7 3 71 • • • ANGLE USED IN PAIRS. 2)LEiEARBJTERPOLAYMBETNE@1MA8LLENGTNSANDIOROPENGWN"MALLOWABLE. 8) MULLION AND ETS .HOLES 1O4 TO E IPS DRUM IN ARE N THE FIELD FO CALE LMIN OR MENSIOXACT 83EN88OM SEE RESTRICTIONS SHOWN ON SHEETS IM FIGURES SHOW SUGGESTED, APPIOXNMA LOCATIONS,BE 4) SUBSTRATES: CONCRETE SHALL CONFOU6 TO ACI 301 SPECffiCATWNB. HOLLOW AND BEICUTFILLED PRE•SUR&CONCRETELLOWUNIT(CfAhRN FINE IVU AN ISS OF ASTM C-911 MOD WALL BE PRFSBUfiE•TRFATEO YELLOW SOUTHERN PeG: WITH AN B(DOFOA6. ALlRO40SWALL BE 8011378ANDBEAMIUMU81 OF.126'THICK. STEEL STUDS TOBEAWWKW GRADE33 AND .046'THICK (18 GAUGED. STRUCTURAL STEEL TO BEAT LEAST.12F THICKAND AM ALL ANCHORS INTO METAL SHALL EXTEND AT LFA8T3SCREW T1ftEAO3 BEYOND THE MATERIAL.) 8.188' { 126'�131N� � .•. * * i No. 867.05; L•; = ,•,• - ��O• S �: ,!TOIfl�:• G,� A. LYNIS Oau,ceN, PS F1tH�E FIGURE 4. FIGURE 5: FIGURE 0.c • � FL P.E.9 WM mi. mi. • mb • 01b fwb fab Imb Hob 010b TnOM7A•w, 224.36 LaW L-fto Itwl•pd0 T•IVIMq U -ft Let Its U -*V L ft ftwa" I-Ift L•m6qmil ftt.. RwwO / TI1FR0190 L ft G11,aplrt Lmm• t•7d•p Lw01• hpAOsy. LWdOp Rllt•18d0 Ladi6 910Mi4O tA1Nw UIM i 1 1.- ME7F1008.FIGURE& F9w �1111 11111if 11 111111 p0p'f3o1Awm if w98Bw fPIC6x w80®ee • ftd mftd =SWI AWWClpP*MWw.ww1P(m111e Inb t0p0 w1 107.• n/ 11.8 TTI a0 012 NA 8T, 773 M 6L7 On M4 n7 0.6 M 61.0 BID $1.3 9H mA 1116 at wt 4" m VA wl 440 Tn :24 w1 40.• 7Tf 11IN 834 aN WA .MTae HB p pN al 8N LOA tw nA 7n mA •N ®.T 711 w.1 •G OIA 77{ ffiT 9ro 41e tm 31.1 w• 403 Ta 208 •1/ w.t Tn 40b 7e6 701 R.• 7N a8 b M 707 638 Tp1 �.{ m w3 Tn 4a1 601 0.9 701 "4 477 w.7 Tat ab =31.4 m NA n0 wA US nD m m m3M mf IMF 437 601 MS 701 3311. 001 n.0 011 i13 619 3fA 4w 93 MIMI 051201 011 12UI 4711131.31 ml—I w4 ttL2 601 fob 4" GA 001 AS 40 fu eW 1 m3l 401 TABLE 93 • • • • TABLE NofEEB: 1) SEE SHEET i FOR INSTRUCTIONS ON USING TIE TABLES AND SHEET 22 FOR INFORMATION ON LOADW0. SEE SHEETS 2.4 PORGPNERN.INSTALLATXIN ME7F1008.FIGURE& F9w FIGURE 9: p0p'f3o1Awm w9411oop� w98Bw fPIC6x w80®ee • ftd mftd =SWI AWWClpP*MWw.ww1P(m111e I3wm Ap}46tls a••IIp7 11—tom ew•IOS • 2-tir i• -I*' r A 2.Or I -Iit - IJR' 1At1'I-w 1-w ,-w I -w -w /=W r I ,-3M2Ak4 AIYNNP.E. FL P.E9 88708 4 4 Tab lab 0304 1064 wA I Omb WA �4 WA nob m Gob M Iwo. 9Amewmlll O.0.78490Wtl8Pf8 wV. 7614 N01b WA Tmb WA 1nb MA >E1 WAwpb lip10®•r AVo ft6z MU Im04 3014 WA lab w/ Omb 4 7n4 0104INpb 8A6d99•m 14.00./W ]36AAjs 6p•FI0 ,Imb /ITpb 1UNb 4 0 Mb`NA iw04 Hmb 13314 '36014 wpb ,7804 Impb NA IFA _ .NA - WA 'WA 96A NA NA WAt0AHA IID1 WA WA WA WA wA 10G HA IW Iwl tw1 AMwm2m' O.a/F4Sp 0A4 220 3104 3164 44 2124 NA b wA 31114 /0A 1404 dNb 404 4 OAOdm V11Jr O.OJPCOMPp.1 3904 2014 3014 7014 0014 2104 2014 NA b 6 4a4 II 3314 4 0104 bCIRCLEO VALUES ARE USED IN THE EXAMPLE ON SHEET 21 ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,e.,,,• (Op-) X ( �'ANpiOR CAP.. LASE THIN FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUALPRE88URE REQUSEAIEWT FOR TIB: OPENIN0. WHEN IT tS LOWER THAN THE XWM CAPACITY (FROM THE TABLE)OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY SE USED TO QUALIFY AODRIONALANCHOR OPTIONS FROM THE ANCHOR CAPACITYTASLE .,.m dvha 9del Om FBmI00 • • • • TABLE NofEEB: 1) SEE SHEET i FOR INSTRUCTIONS ON USING TIE TABLES AND SHEET 22 FOR INFORMATION ON LOADW0. SEE SHEETS 2.4 PORGPNERN.INSTALLATXIN ME7F1008.FIGURE& FIGURE 9: 21 LINEARINTERPOLATION B97WBFN MULL LENGTHSANDIOROP84M WIDTHS ISALLWAME. DALC ' N. 69709 '.* : 31 MULLION AND MULLION CLIPS BROWN ARE NOT TO SCALE. FOR EXACT DIMENSIWGS, SEE SHEETS 1820. PIGMIES TO eE DRIl.EOIN THE FIELD AND WO DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1840. FOAM SHOW SUGGESTED. APPROXIMATE HOLE /. -O : c�1 • • LOCAT16N8. '• STA E ` FIGURE0 7: FIGURES: FIGURES: FIGUREIO ANGLE CLIP 41 SUBSTRATES: CONCRETE SHALL CONFORM TO ACI3018PECIFIXATxxG8. HOILOWAND GROUT -FILED LpNCRETB BLOMX WJIT '�'<.''•..�LORIOP:' C2\": IE FO 8E USED (FIGURESSE ASTM Geo. WINIMLWAF.12VTE EMSTEDYTLLOW MINIMUNI PINE 33 AND AWTHIC. (CMU) SHALL BE (CMU) WON O BOBOASTD -90 W ODS LL ITB RESSUSMEELBTUDSTO�ANUTHERN PNE WITH AN SO OF0.515, rX4'x3p•(��11yyIN GAUGE). STRUCTURAL STEM TO BE AT LEAST.126• THICK AND A30. ALL ANCHORS INTO NBTAL SHALL EXTEND AT LEAST 3 SCREW • PAIRS. THREADS BEYOND THE MATERIAL AIYNNP.E. FL P.E9 88708 s jfj!j!ji: 9111112111111 1111 # D9�,s'�6R��s��i n wRm ru * 1 51 gig LL it go M Rus �a N a N N a� sjd§ 011,1PA �ata�a �a !,# 4 Is � f4 gBOf�3 �YI6 r9 � all Ia kiffdao® ®® °.k. � � e®fil $p gyp g exi jp * 1 51 gig LL it go M Rus �a N a N N a� TABLE 11A T.�III lll3ili}ii3lliill}ISli3ilif3llii6ill€3II9llII9lI1i9l1i19€Jill !! 11111 i HIM,, #! q3 • TABLE I1B _... --- '- :__.•.: - --_. _. _..._ AndWCYOPaeMs _ _ zn_amwr AmbT/pc YIS 6m0IAOAwe iN•Mw1AYA:m 2.Bf can � YIM'f4e Qlo0m Wom Name _ Fmnaw I1" W®mlReem WB! d1T@m urftB C*ftd #12&M /Ia BIM ApFg1m1 IbKee AW.06 QR 11 a (0G ean(ml T 21? i' .'NA' bW r 2.19' -1 a' r 121? L• bW Y 0.a']---)4"W 9mbRmM 1 1-YP I tdt/' 1-W •M T NN' f•1 bW 7 (we Q Ahw S 9Q! WAj&C" f2. / 1 Oe ANCHOR CAPACITY AONBTMflNT FORMULA* lO Glx / ANCFKNU CAP =) .ANCHORCAP— `M1ULLbN CAP.,,,,m, USE THIS FORMULA TOOSTAIN THE 'ANCHOR CAPACITY REOUIREW CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R Is LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, R WILL YIELD A MriMRIMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTS FROM THE ANCHOR CAPACITY TAME. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADINQ. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2) LWEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOROPENING WIDTHS ISALLOWABLE • • • • iEs To ORw r THE owBtRE o owroENs�io�NAL �=cTwFsNowN oN�Ers 1SHEETS e m MG RaEs SHOW SUGGESTED, APPROxu1ATE HOLE LOCATIONe. ANGLE CLIP MUST aE USED IN FAIRS. C SUBSTRATES, CONCRETE SHALL L CONFORM Ii To AC 301 C49L WOOD 08. HOLLOW AND GROUT-FILLEDCONCRETE BLOCK UNIT (CM1U) SHALL CONFORIA TO ASTM 080. WORD etiAN. BE pRE88UPE•TRFATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 600TS AND BE A MINIMUM OF AW THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND 4M16' THICK (18 GAUGE} STRUCTURAL STEEL TO BEAT LEAST. 12r THICK AND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i" at's• Il .tas� T 128' X 2.1 f'x .125 MILLION (INTEGRAL CIN MULLION) IM *' Na 68705 �nnn•. A. LYFBJ M0.LER, P.E. FL P.EA SB708 LOtp 60b PmbeDd• TaP7dmp TL -eft M. Peet 3.18'30 t�n2 lgqggoeare gfi yg�e qg t5g�gpre gg tXgo BAYMULL Beb Pob IMb IKIb iGOb IR1b In•42F L -ft . P•mnVRu T�ep fd/q. Pmka09v TnP la!•0 v TnMd®9 Reot•�dr ➢ep181/0. �Nm TIN1dQ9. Raet�/ TnpM•p. lm•ep lall4re lTTfmO L. -ft lee9' Ie2AM Ma>IAV Lus•M IaWO L� teed _ TABLE NOTES, AmhmC•Pt¢It1 Table I•) SEE SHEETS 2-4 FOR GENERAL MWALLATION METHODS FIGURE 2 2) LINEAR IITERPOLATION BETWEEN MULL LENGTHS ANDKIR OPENING WIDTHS 5ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18.10. &b69k HOLES TO BE DRB.LED IN THE FIELD FOLLOWING DIIENR ONAL RESTRICTIONS SHOW/ ON SHEETS 18.20. m 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECFK'ATKXNS HOLLOW AND GROUT FILLED FMOMII I NM21 CONCRETE BLOC( UNIT (CMU) SHAD. CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURB-TREATED AKN•Tgk ane'mm Ut•em NN•8m11A•cm AIIar 9M'FJool•ttlgl tA'motUMae W 8Sgw MIB•FYe UCSBEIa t1081ui 0128MN281p1 ArchaCAp Pelertp THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048• THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT IRwwn Atm I.t- eao•8NM 11—m $—PM B*Mbwo* 1• 2•tn r n 36tar I r 2.fw 1• atn In a alN• CLIP (FIGURES P ¢8 I.Y{• I.W 1JN' taiY T wr 1•W 1•iN• 4UC t•1!{` 4ll{• T 13N' 1.1D PDb41 1 C./(H) i m 120m Wm MOm 1140m 2wm 2FOm 2xm 7Mm /Mm Tmm ttmm 4zam Gmm m N Mdm ®3TIm.aCI(7H 224 Aojs OgM1 (Ry. 7BDm mom THDm iWOm �Om 610m Mem INA._ tifeti -9]Cb BWm &N10T- R30a •Mm 1120 Be FATm-Qa.Tr Maas/ ate aW 112E IOOb wem 220m 22LIm ten 810m MA K$Bb FY/l 14Am MA Wem I1FOm it;s ft FIGURE 1: TABLE NOTES, 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEt 22 FOR INFORMATDN ON LOADIKF. SEE SHEETS 2-4 FOR GENERAL MWALLATION METHODS FIGURE 2 2) LINEAR IITERPOLATION BETWEEN MULL LENGTHS ANDKIR OPENING WIDTHS 5ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18.10. • • • • HOLES TO BE DRB.LED IN THE FIELD FOLLOWING DIIENR ONAL RESTRICTIONS SHOW/ ON SHEETS 18.20. FIGURES SHOW SUGGESTED, AFPROX TE HOME LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECFK'ATKXNS HOLLOW AND GROUT FILLED FIGURE 3: CONCRETE BLOC( UNIT (CMU) SHAD. CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURB-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SO OF 0.88. ALUMINUM SHALL BE I083•TBAND BE A MMMU M OF.128• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048• THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT L9A8T.12S THICK AND ASS ALL ANCHORS INTO METAL $HALL EXTEND AT LEAST 3SCREW THREADS BEYOND • • THE MATERIAL. ANGLE CLIP (FIGURES 13) MUST BE USED IN PAIS. ANCHOR CAPACITY ADJUSTMENT FORMULA: ( _)X ( ANCHOR CAP.o—�<ANCHORCAP._ MIALDN CAP -- USE THE FORMULA TO OBTAIN THE"ANCHOR CAPACITY REOUOLE W CORRESPONDING TO AN ACTUAL PRESSURE REQUIRE ENT FCR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED M1R110N. IT WILL YEW A MKIMM ANCHOR CAPACITY WHICH MAY BE USED TO GUAM ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. tt+1{11)1///F A. LYNUMLLER, PE FL P.E.A SWOM 336' 16 ,$I^+•'$$4 Off& AL BAY GRILL 1tgg qp�� tg 3� 3� 8 a lb to TagJGmy laa� lk ®g+lg�wdippq'g} g5lmdltpjgg$ g51 a@ 88 8� X8 4 sow I Imn �� ILiG�IL:J �a�i •...� �� r•J �:NLJ E:d�E:i� Fii,fli,E�6�� E�7�7oE:7 QQ�Q E:T�1L7 �, �, f{3�Li�7L:iiLii� �y��l..•� �®o�omomom000momovo©omomomcmomomo�� (DR—) X(IX� A).ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING,WHEN IT IN LOWER THAN THE MULLION CAPACITY (FROM THE TABLE)OF THE SELECTED MULLION. IT WILL YIELD A MiMLBW ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TAME. TABLE NOTES: • • 1) SEE SHEET 1 FOR INSTRUCITONB ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Atmha' Cgmft T4bI• pb.I 8EE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 2 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND= OPENING WO7H848 ALLOWAMJE. MULIMN CLIPSW ARC NOT TO E FOR EXACT DIMENSIONS. SEE SHEETS %a BE • • • • HOLES 1 DRILLED IN THE FEND FOLLOWING ING DIMENSIONAL RS_'STRICTIONB SHOWN ON SHEETS 162a AnoMCOp P•EIXro 7E &Skc—1 H CMU I-FmdcmL PTWmM Wal atsem us ss elm aM•Fxo we•Em n0enlf •nSW N28a9 Amts TEp• EKB'eae 1.1x0 weoeta•mo Imam 81I4•Bm Gtaem wean 111•Ca• Av0�• W.— IW.OfIN 80•(00 S—QW 1-070 YELLOW SOUTHERN PINE WITH AN SG OF 086. ALUMINUM SHALL BE 6003-TGAND EEA MINIMUM OF.I2S EAPOW— r 2-ur r I 2•IG' Stq' r btR THICK STEEL STIRS TO DE A MINIMUM GRADE 33 AND.UV THICK (18 GAUGEL STRUCTURAL STEEL TO BE AT 1• lw T 6.N' w ow • Faa•gmiB tSIP 1.YC 14W 14A• 2' 1.114• 4Is 1.3) MUST BE USED IN PAINS. _2AxIKat®B•Qal(2)2f6Ar*OlPEORAIY Mm m uom / m m m= �WA /BEM Tmm1mm7Mom7400 BEEEmm tmm Ese 1x0zz NA tanm RSA BTe&f tzaoaE Imam (DR—) X(IX� A).ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING,WHEN IT IN LOWER THAN THE MULLION CAPACITY (FROM THE TABLE)OF THE SELECTED MULLION. IT WILL YIELD A MiMLBW ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TAME. TABLE NOTES: • • 1) SEE SHEET 1 FOR INSTRUCITONB ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. jY m nl 8EE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 2 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND= OPENING WO7H848 ALLOWAMJE. MULIMN CLIPSW ARC NOT TO E FOR EXACT DIMENSIONS. SEE SHEETS %a BE • • • • HOLES 1 DRILLED IN THE FEND FOLLOWING ING DIMENSIONAL RS_'STRICTIONB SHOWN ON SHEETS 162a FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUSSTRATEB: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT•FOLED FIGURE 2 CONCRETE BLOCK UNIT (CMU) SWILL CONFORM TO ASTM CNm. WOOD SHALL BE PRESSURE -TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 086. ALUMINUM SHALL BE 6003-TGAND EEA MINIMUM OF.I2S THICK STEEL STIRS TO DE A MINIMUM GRADE 33 AND.UV THICK (18 GAUGEL STRUCTURAL STEEL TO BE AT LEAST. 126* THICK AND A3a ALL ANCHM INTO METAL SHALL EXTEND AT LEAST 3 BMW TIS BEYOND • • THE MATERIAL. ANGLE CLP (FIGURES 1.3) MUST BE USED IN PAINS. jY m nl o igY$ F+ ' m i + x oAmD0AmD0f1mD 6 X N p p + p x x N 3 X ol1mD 9 rJ+• Q QCCC + w yP R w N KS� f?o "V LSaa �Nj QNQ PgP S�aio QYQ� Ode aDy 1495 n Nx €y �� I x I a oAmD0AmD0f1mD mOnmDOnmD ol1mD QCCC + w yP R w N KS� f?o "V LSaa �Nj QNQ PgP S�aio QYQ� Ode aDy 1495 n Nx €y �� I x r:99v� a 1 1F00 ,.000 r ,.082 -1 Tao• l l� 43r - -,r g Mr. 4.00E 4.000• 4.006 282E 2.OD0• .,2E I �� QXa 128 4 11 .125 .air i STANDARD CLIP •12E II•CLIP D(SAN(RE CLO+ .37 .376' x1cemm xSECTION %SECTION b -- rXrX.t76'� rx,x2m� /•%rx37E ____ _ W m a MULLIO, MULLIDN •T•. -._. ...6.800•—._.-._.--_-_— - m 806176 ALUM. BtaiTBALUM. (gB1T ALUM. CREATEFTO I �6' .37E (� U XSECiION XSECTON %SECTION .3TE 3128'. CAFATEFAIKSEE I -•378 MIN. ❑ MOI. DETAIL F.8N8ET1 7 {{t 876• f4as/')1 2.681• ------- 1 -------:I CENTEROF---------------------.378• Mw, cLU ,.Wr '� 1 I I I 1 IW.WLM%%WM i i THE DASHED i I i i F BORMARY SEE j 16' S!&ET88.17 FOR F 1 I THSANCNHOM V7 o A DISTANCE Z 1ANCHOR amaNGLE(X8 ANCHOR HOLE 4 I I I I OIAYEfER 1 I V '�;'•. STANDARD 806170 ALUM. 1 4 D' xSHC7i0N 77 CSNTER�ANCHOR HOLE MW 118 AI CLIP 8083�TBA�AL LICBNT@It OP ANdi0R Fi0LEM/BT IM � .228'J �+.BBr'i VVITIsiTHEDASHED M1NO" SEF TOPVMW USED FOR ALL -. N7THIN THE DASHED BOUNDARY. SEE SHEETS 1/7 FOR THE ANCHOROAL x4•yw,glig, SHEETS 6.17 FOR THE AN RD.0. E � MAXDRW nSIAVBTER DWET r. S�870PYMW 11 DOWgT�ERA DµWE�TEER•wE. \ TART F lT V�l � 1 ,.37E ------ •12r2280• I I I 1 I 3.000• 4E SAY hA806178 i I 1 1 .228• �-.601•-� I `_ _ OFFBETC,.6' .126•.- L B08YT6ALt0A .740' TO,W@N NOW, F 1) HOLES TO HE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. alms"'" Value (In) Pm Ma1111Xx F 3.687 rXr X.128 0 1.00D AIu16nm1I Time H 2680 Mualml. F 3.167 1•%4•X.378• 0 0.767 Akm* ml Ttft H 2430 1' Mu01aI F 2.813 w Bey A8d1 F 2878 48 Bay [rXA Mun Olmonw POT Part 8 (ttmtq MaDloa Std CBP O6at CIIU4mp An&Clip 1•X4•X.12F(10) SOW 8M111M 6881122M 66MIM 8888181 1•X4•x.37r(11) 88810 W112M SM123M 68624268 BOSSISM ,•X4•X.3TET(1,) 86883 OM112M 6M I23M 886242M 68881868 30 DaWo (,6) 88648 WA WA WA 6888118, 45(17) 68810 WA WA WA 866811168 * i Na 88708 �O' 8v IS H 3• : �� A. LYNN MILLER P.E FL P.E! WM All lic RJR LT � ill 'milli Sul IP � � � �� g! 111 i m �1 T P o F H's IF. 11 JR allIn oil1221 BIx Pg a o g� i 91 1 - M I I A 'all I 91Nix �� x Im M all 9 g jig gmg t, m `y 1 ACT -RESISTANT ALUM UM TUBE NS EXAAAPLES W N!A p' &VOJJRR 21. , Kow n sro V ' J R OWSKI I 08=11=, A PA h$R taaa JI SSOWSW 7N6/13NOCHANGES THISSHEET ci eersr. ornutrrmms [MEN in 1.1001100 0 AJqALM.LUI8 %,Om Sim= )1,:7e -e V Page I of 4 . . . . . . . ........... ........... usines MIM a ftim Pwmum Fac stw am sft map Lbft sma (bPMduct Approvid um P4k User elation FL # AppkMfw Type Code Version Product MWWftdurer Addmw/PhwW&mm Tedukal R AddnmsWphwW&Ml QUSW Assurance Remmentative PAdressmorwe", Compffance MOW Florlde Engineer or Ardfted Monte who developed the Evaluation Repmt Florida ucwm Quality Assurance Entity Quality Asmmce ConWd 80MUM Date Validated By comate of ftwepenftm SUMad and Year (of standard) 1 t4 , 411#1 0 13101 FM%IO-R3 Editorial Change 2010 APWOVed PWIStpla Inc. I wanve mom Corp. Sm W Ceffm BLVD. US ANGELES, CA 90045 (Mo) 96997" Ext 16 ddm@mbWg=MgWnbLcgm Scot 3ohnson 5MI W CenWY Mvd. LOS Angela, CA SIMS (440) 969-9773 Ext 18 Swammm"PplastmoincAsm Ron Or.411flell 5200 W Ceoxy alv& Los Angeles, CA 90045 (440) 96944 Ext 16 r—mellopmStplo.com Exbwior Doon; &MMIng EX1,01101' War Assamitilles EVWUWM ReM from a Rorlda RegM&-W AmMtmt or a Uwamd Florida Pimfessimm EMmm (a Evaluation Wort - MMX%Wy PaMPvd LYndcn F. Schmidr, P.L PE -43409 National A=edfttlon wW MSMWRM IM=ft 12rJ112014 Ryan I KIM, P.E. 0 validation cheadmi: - Hardmy Received Smodard ASTM D1929 ASTM D2843 ASTM 0535 ASTM D638 xm 1996 1999 1998 2003 ktp://Wwwlori&bWlftg*OrWpdpt—aPP-ALV'?Pmm2�EVXQwMqv3YVMZIQ.. 8/1412013 'Florida Building Code Online Equivalmice Of Product SMridafds Certified By Sections from the Code Product Approval Method Date Submitter Date Validated Date Pending FSC Approval Date Approved of Products ASTM P1300 ASTM E84 ASTM 626 6155 TAS 201, 202, 203 Rmlda Licensed Pro#essional Engineer or Architect FL15 10 R3 Eouiy of STANDARDS,od# Method 1 Option D 05/02/2013 05/02/2013 05/07/2013 06/11/2013 Page 2 of 4 2004 2005 1995 2005 1994 itOtll Wwd Grain/Whlte 'S °Impact" Opaque Fiberglass Single Door - Grain/RsistirlMOtroganypsmfwowwm (X - Configuration) .units of use Instagatton Lmranctious Approved far use In HVIM Yes FUSU0 R3 u INST 15210.I.ndf Approved for use outside imm Yes Verify By: Lyndon F. Schnddt, P.E 43409 Impact Resistants Yes Created by Independent'rhird Party: Yes Deol" Premum N/A Evaluat1fou Reports Other See INST 15210.1 for Design Pressure Ratings, FLIS210 R3 AE EVAL 15210.1.odf my additional use 11mitabons, hilation histmetions Deated by 1ndepende t Third Party: Yes anSnnaoth/Wood Grain/White X S `UnpaW opaque Fiberglass Single Door with Wdellte d Grain/Rusbq hogany jr Siddtbm - VwwWWOuo"ng {Ox or XO; OXO - 6URKS of usm Installation Instructlefts Approved for use In HVH2: Yes FL15210 R3 -I -NST 15210.2.odf Approved far Use Outside WHE Yes Verified By: Lyndon F. Sdunldt, P.E. 43409 ReMstuM Yes Created by ependent Third Party: Yes Design PrM Others See INET 15210.2 for Design Pressure Ratings, 17.15210 R3 AEON LL 15210.2.ad# my addniorml use limitations, Installation irnstructions 1 Creates by IndependeM Third Party: Yes Srnooth/W� Grain/White 16'8 'Impact" Opaque Fiberglass� Double r with or �l GraiMRustil Mahogwry jwlthaut Sidefftes - inswing/oubmAng (XX, OXXO - gutta of tme mostmuntion Inatructiom Approved for use in MRM- Yes EUS210 R3 11 JNST 15210.3.Ddf APPS f w use outside HVHZt Yes Verified By: Lyndon F Schaddt, P.E. 43409 Imp ma Raiz Yes Created by Indent Third Party: Yes DesignOUNM � SN2 0.3 for Design Pressure Ratings, FL15210 R3AAE Reports 15210.3.odf my addWanal use Un�tons, insia i ft"VL WM Created by Ind rtd Third Party: Yes SO.aId. Smooth/Wood GroWWhibe in "Impact' Gland Fbroass Single Dom - ood GmkVRnrstic/MahoganY ng/OutwMng (X - Conf+9urat m) penes O Fiberglas Door LIMNS of use Installation InStrUctions Approved for use in HVHZs Yes 8-15210 R3 U INST 15210.4.nrif Approved for use Outside HVHZs Yes Verified By: Lyndon F. Sctn ddt, P.E. 43409 0Wgn Pressurm N/A CreaEvalted by Reports Third Party: Yes Others See MST 15210.4 for Design Pre=" Ratings, 8-15210 R3 AR EVAL 15210.4.cdf my additional use limlt3lJ0ns, Irnsteliation hrstruMons Created by Ind it Third Party: Yes http://vwvw.floridabuilding org/prlpr spp dtl,a�px=wGEVXQwtDgv3YVVUZ1Q... 8/14/2013 Florida. Building Code Online d induct Page 3 of 4 10.5S� C,rawwhite -ImpaW Glazed nberglass Single Do"with Stdelfte Wood Grain/Rus MfthaganY or Sidelites - Inswln9/Oubw ing (OX or Xo; OXO - O Fi Door its of Use Ration Itrstruetions Approved far use in MM;F-- Yes FUS210 R3 U INST 1521 n� s.P& Approved fbr use auto" HVHaa YES Verified Bq: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independert Third Party: Yes Design pressure: N/A Evaluation Reports Othen See INST 15210.5 for Design Pressure Ratings, EU5210 R3 AE EVAL 15210.3.V f additional use limitations, Installation instructions Crested by Independent Third Party: Yes nd Product particulam smooth/wood Grain/White 15210.6w= % "ImpaW Glazed Fiberglass Doable Door with or Wo od Grain/RwWlilahogany Sidelttes - Inswirt aftwing (XX; OXXO - O Fl lass Door Its of use atian Instructions Approved for use In HVHZ: Yes r-115210 R3 Ii DST 15210-6.p& Approved for U50 ouralde HViM Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created Independent Third Party: Yes Impact Pressure: M/ obs Reports Other. See MST 15210.6 for Design Pressure Ratings,, r.L15210 R3 AAL is ', 0� 6.adr y additional use Umitations, installation lnstr� Created by Independent Third Party: Yes 15210.7EZOEq!M!REDcor 00 Mood Gribn/White 'Impat" Gazed Fibeglass Single Door - Outsw M (X Graln/Ru�/Mahogany Conflgurationn) of use statlation Instructions Approved for we In HVHZ: Yes FUS210 R3 II Inst 14210 7,,odf Approved tfor use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P& 43409 Impact Rem Yes Created by Independent Third Party: Yes PVOMMM WA EvaluationDesign Reports Others See HIST 15210.7 for Design Pressure Ratings, FUS210 R3 AE EEsW n 52rt 0 7 ndf additional use limitations, installation irnsttntClons Cry by Independent Third Party: Yes product particulam 15210.8 Smooth/Wood Graln/White -Impact" Glazed Fiberglass Single Door with Sidelite Wood Grain/Rustic/Mahogeny r Slddites - Outswing (OX or XO; OXO - Configurations)) es O Fd iass Door of Use 111staUstlen irnstructlohw Approved for use in KV"Zc Yes FL15210 R3 H Inst 15210.8.ndf Approved fo' use outidde HVH & Yes Verified By: Lyndon F. SrhmM P.E. 43409 Iuhpaet Resistant: Yes by Independent Third Party: Yes Design ares N/A on Other: See INST 15210.8 for Design Pressure Rating, R3 AE Eyal I5210.0.0f r9Cre=Zated y additional use limi�np, installation instructions, by independent Third Party: Yes nd noduli 210.9. Smooth/Wood Cram/White 'O "Impact" Glazed Fiberglass Double Door with or red out Sidlts - Oubming (XX; OXXO - Configurations) O Fl Door its of use Installation Instructions Approved for we in HVHZ: Yes 11.15210 R3 II Bast 15210.9.ndf Approved ffior one outside HYH7a Yes Verified BY+ Lyndon F. Schmidt, P.E. 43409 impact tents Yes CreaM by Independent Third Party: Yes kiln Presse: N/A Evaluation Reports Other. See INST 15210.9 for Design Pressure RiMrig5, FUS210 R3 AE Evac 152109_1 f ny additional use limitations, Installation lnstrucoons product partictilem Created by IndeperdeitThird Party: Yes 10.10 . Smoothf cod Gram/Wiffle WO "Impar Opaque Flburglass Single Door - outMng [Wood Gratn/RuMOMahogany (x - Conitguranw) 0 Fiberglass Door of use Instaflation Instructions; Approved for we In HVKM Yes FLIS210 R3 U INST 15210 f0 ow Approved for use &oboe HV#M Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Created Third Party: v� D�Im Pr re. WA � or Other: Ste INST 15210.10 lbr Design Pine Ratings,ffWeeWted 3 ASE E1tA► 15210 10 odf y additional use Urnksuons, ir�ail n loons Product parUculars. Independent Third Party: Yes 15210.11 tin/Wood Grain/White IrO °Impact° Opaque Fiberglass Single Door with 57dellte trend Gr ain/RusUcfMahogany or Sidelftes - Outswing (OX or XO; aXO - Configurations) O lass Door of use Installation Instructions Approved for use in HVt[ ; Yes FL -5210 R3 II INST 15210 11-mff http✓/www-fMdabuilding.-org/P* aPP_dfl-2Pmvm--WGEVXQwtDgv3YVMZ1Q... 8/14/2013 Florida Building Code Online Page 4 of 4 Approved for use Outside HVHZu Yes Verified By: Lyndon F. Schmidt, P.L 43409 Inquiet quiet Reattitantz Yes Created by Indepartdent Thirst Party: You Design Pressure: N/A 1111vWmation deports Otbom. See IMF` 15210.11 for Design Pressure RatilW, FL15Z10 R3 AE EVAL U210.11.Ddf any additional use Imitations, iriftimition Instructimis I Created by Indepauf nt Third Party: Yes Smoo"ow Grain/whits, in "Impact" Opaque Fiberglass Double Door with or bad Grain/RUftic/MahogOny Sldelites - Ming (XX; OXXO - Configuret aids O Fibrmrlass Door .Unita of Use notilliation I1111111117tCt)01111 Approval for use in HVKb Yes FL15210 R3 II INSf 15210.12.odf Approved for we outside HVHZ Yes Verdied Sr. Lyndon F Schmidt, P.E. 43409 IMpM ResIstuM Yes Created by Indeperhde it Third Party: Yes MOM Pressure: N/A evakuden Reports iftb8f: See EST 15210.12 far Deign Pry Ratings, F 5210 R3 AE Etta 15210.12.�(f 1ny adddtionai use limitatidms, ir>stallation instructions Created by Independent Third Party: Yes r=ue Units Of Use ZnstoUatlon Zngbvctkmo Approved for um in i V"M Yell 915210 R3 U INST i5210.13.Ddf Approval for tae Ouieide HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Intmst Resh tants Yes Created by independent Third Party: Yes DoNgn Pressures. N/A Eveloation Reports Otban See INST 15210.13 for Design Pressure Ratings, FL15210 R3 AE EVAL 15210.13.Qdf mY additional use Ninitarions, Insfallatim it tructiens Cry by Independent Third Party: Yes Smoo"oW 0 "Impar%" Opaque FRMrgk= Double Door with )oxl Graln/Rusiic/Mahogany"cc Boas on Active Door pane) - Outsaldag ()0( - Approved for an In HVH2r Yds FL15210 R3 n MST 15210.14.odf Approved for use Outside HWM Yes Viertfied By: Lyndon F Schmidt, P.E. 43409 Ianpazt Rembnam Yes Cry by Independent Third Party: Yes 061111911 Pressllfe: N/A on Reports Othm See INST 15210.14 for Design Pere RMW, F1 y S2I0 R3 AE EVAL 152I0.14_odf my additional Use limitations, ins on instructions Crafted by Independent Third Party: Yes QMMM :: -nue stem orFlarma a an AAIB WROW. Cowh t 2QW-4Uo_See of .:: Under Marble law, ems addresm ere pts reemrft w hon do = wed Year a -mall adder released in respmrse tee MUnds rte, do not SEW RIP mftd the office by Pune or iy tradnOnai rte. >d you bm any Rte, pie cmtmQ 9%487.UM. •Ptah m 5ectimr 455 271), t�mida 5 aAa+re d 1.2M2. (imam rade• chapter 454, F.S. aarrst prarlde tib oeparaneax web an emall addrms dthey haveomMmemadsparohnd may be mod 1m a mcw ao>Qmm1, seh the Uumsec. McamwerenW addrewo we public remd. uyeu do notes M to supply a posmml etdnns, p� pravMa me ogwmamtt with an mum address whmt cam be ttzede a need le to the pw= TO dshaedne 8 Vw are a ticmree under Chapter 445, P S., please dick UM. t � - "S A F E SAFE WPJ/Www. 0d&builft.O%/P* app dd.WX?pmun--wGMQwtDgv3yVVUZ1Q... 8/14J2413 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building industry C P•0 Bon 230 Valr M FL 33595 Plane 813.659919? Florida Board ofProfwdonalEUOMUCa 008te of Authorr a&n No. 9813 RW Building CowultaM and Lyndon F. Schmidt, P.E. do not have nor will wire financial interest in the company Manufacturing or disbn'buting the 1 t or in any other entity involved in the approval Process of the product named in the accompanying Florida Product ApprovaL Lyndon F. Schmidt, P.E. FL No. 43409 June 1, 2012 ILAAtimin DomrArfifico OfhuL.IBencedoa Sheet 1 of l R w. BC R W Building Consultants, Inc. Cnnwl* and En&wing Swimm for the I3mIan5 industry PA.It=UO V*fM FL33."S Pb=813"9197 FbQa Boyd orPco}i &gives c fificaro orAu&*ru e= No.9813 Scapa: This Is a Product EVaduaton report Issued by R W Stilding ConmuftaMs, Inc and Lyndon F. Sclurddt, P.E. (System ID # 1998) for Pi mqm Inc. based on Rude Char No. 9N-3, Method 1D of the State of Florida Product Approval. Department of Busies & Professional RegtU MWL RW BuIdhg Consultants and Lyndon F. Sc3 mkk P.E. do not have nor w6 acquire financial ingest M the company mamlfacturing or distributing the product or In any other entity involved In the approval prod of the product named herehl. Uniftsdarw 1. This product has been evaluated and is in complienca will Qte 2010 Fiorkle Btdlding Cada (FBC) structural requirements Including the "High VSWIy Eiurlicane Zone° (HVHZ). 2. Product angors shall be as listed and span as shown on details. Anchor embednwtt to base material shah be beyond anti dressing or stuwo. I When used In the °HVHr Oft product complies with section 1626 of the Florida BuUdhlg Code and does not require an Impact resistant covering. 4. When used In areas outside of the I iVHr requiring wind borne debris protection ttls pioduct complies vin Section 1609.12 of the 2010 FBC and dans not require an pct rent coverhtg. This product meats missile level TO and MtOudes Wind Zone 4 as defined in ASTM E 1986 and Section 1609.1.24 of the FBC. 5. For 2x stud franng construction, anchoring of these w t8 shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15210.1 require turner engineering ana"Is by a Boansed engineer or registered architect. 7.Ouftittg cofftmffim meat wafter InMiration requirements for °NVHr. AN other ins do not meet the water' iniiltra6nn requirements for the'HVHZ` and must be Installed only In non•tlabitable arm or at habitable locations protected by are overhang or canopy such tuft tie angle beVveen the edge Of cmtopy Or overhang to sill Is less than 45 degrees. 8. See drawer FL -15210.1 for size and deWp pressure nim ns. v erift I. T Re -ft Na. Test Steward Testina Labor-Aw Skinedl by TEL 01390305 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. ETC45-255-18776.0 ASTM D 635-98, 638-M 1929-96 8 2643-99 ETC Laboratories Joseph L Doidan, P.E ASTM O 26-86 ET04)6-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L Dollen, P.E. ETC -07 208-19303.0 ASTM D 835-98, 638-03,1920-96 & 2843-09 ErC Laboratories Ben Meunier 2 prawInO No. Preoarad by No. F1,46210.1 RW Building Cor wAmts, hw— ICA 89813) 3. Calculations Prepared by Anchoring RW 13uBdhrg Consultants, fru. (CA #9813) ASTM E 1300 Gass Load Lyndon F. Schmidt, P.E. Lyndon F. SchrrW P.E. 9taned & Sealed by Lyndon F. Sctnlhlt, RE 4. QuaWV Assurance Certificate Of Pati tort Mued by NSMO AMOdUM and Management Inefts, cau*Ing that Plastpro, Inc. Is manufackrft products within a qua* eswrance prograrn that compffes with ISOREC 17020 and Guide 53. PF 1696 Sheet 1 or 1 Lyndon F. Schmidt, P.E. FL PE Nm 43409 2117)2012 plastpro 5200 W. CENTURY ®LVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / 0111'SWING 'IMPACT°' 0848MN07S 1. 7hb product has been evaluated and Is In corrplance wBh the 2010 Florida llc*ng Code PQ shuctu d reafemarts IncWhe the I%h Velocity Hmtaane Zana (N M. 2. Product andsshall be as &sled and spoced as shown on detalls. Anchorentedment to base matedad shall be beyond wap dreaft or stucco. 3. When used In the °NVHrthis pmt cornpties with Section 1626 of the ftida ka tng Code and does not redo an I npact re Mcmt covering. 4. . When used In arm oufstde of the "N HV requift wind bome deice protection this proWet *=gas With Section 160!9.1.2 of the 2010 FBC crud does notmcluke an 6npoct resistant coveft. ifs product meets mWe level Vand Includes Wind Zone 4 as defined In ASTM E 1996 and Seofion 1609.124 of the FBC. 5. For 2xstud conatruclion, anchoft of these urns shall be Q* same as that shown for2x buck masonry conshciton, 6. Ste ctnaftfonsthat deviate from fie detalls of this drawing require Mther w0veft anotysis by a licensed engineer ormgWered architect: 7. Outaft corflowatiaru meet waterinf livation reaps fur°N W. AU O#Wcordoxaffonsdo not M601 theIVOWbAftaftmquhmumbf1orthe 9i W and must be Walled Indyfn n0 areas or at hd*abfe locations protected by an overhang or c onopy such thot the angio between tho edge of canopy or ovedry to Is fez than 48 degrees. 37.,V MAX. OVERALL r-7 all d L4 FL -15210.1 See dmb Said 6fbrrroAfij=Wk)ck datfiL 0.7 2v N a mg-mr!"g— KNM SOMAIMUM ±75 Mum WGUATMOMCM)SGUAGE a". "rum(m) t 75 MMOR CAP pq urm FOE= LATCH STU (m) UAMM, Folson AL CWU 9=N MON40WMXL "=TOM= See dmb Said 6fbrrroAfij=Wk)ck datfiL 4 N a mg-mr!"g— KNM SOMAIMUM ±75 Mum WGUATMOMCM)SGUAGE a". "rum(m) t 75 Damn= v wo (W/q PAAU urm FOE= 75 UAMM, Folson WRE MON40WMXL "=TOM= t so WAP mm-Itmwml MOM M 3000 SWO 1175 See dmb Said 6fbrrroAfij=Wk)ck datfiL BOTTOM R&---- (COMP. t-2—'\ VWCAL CROU =W \IV A c on am FL - 2 Is v 4 N TOPR4 (ccMP-) Or 0 f OIOVA C (KXYUlt=. IS PCF Mimi FAEMM SKIN hK=4 P.l2FhK7W4 BOTTOM R&---- (COMP. t-2—'\ VWCAL CROU =W \IV A c on am FL - 2 Is v vv -A O i{►=� jjijpjj�� 2 C INTEROR 40R Q 27 Q O v y, ©cm IWERIOR 4 tllitl © 0 i o a� M� �� a, • tD � © 111111 a► . ,�cm Ti'�'01Zii=4i:0[9tQ�i�i9�[3I-T0�f�1s�P�J�olAa1 . W—fi �7 1 • �'� j • O Q n .t 43 a o raw a A r 4�• I O � �� n R i Ti'�'01Zii=4i:0[9tQ�i�i9�[3I-T0�f�1s�P�J�olAa1 . O 8 tz o MUCK O �1 IXN= H Q fs 21T � lift • g nlq fd 2,,,, f. > 1 .� IXWCK N $' i o I 2)MCK 68 Ixm= H 23 � a 1' O I N.T.S 02116112 la W" L � O wn im JK an LM @A L1FFfJ1t1RSfRIKEFIATF tCt AND_ D iMM—wF 8t ft T.0 Om Ft-13210,1 " MANUAL RAISED TONGUE GEAR SYSTEM OF N ,A - M)ec%NPMjeCt FokW 15Di -1 600\PF 1546\D. BM MUI*Wl2D1011 t i5210.d u 6.1 PIAS7PJ� pI°a° sem. f OO+DR � jN no. awe mto ecesrm A.. sus Pho- Nos RMOS 97 OR ANDwwtdo owd of P CwWWd3—PO4i1 IOGc D TAes ° OfZ-�yZ MASOM I WW*37] u Pig LO 1. $ubWIUM!�l=eorWmftn o diffewtAipplbrmoy have Memwedge ditcnoearal aenterdhtemce mggernsmL I Concr%ft andw 10030M of fte cornea Moy be 04USW to ffXWch ft oft edge cNa ws b inalwPht8. Concrete anchorlocalftmnoted cis WLONC&4Wnumfb& adjusted bnxbtdnthe nihedaacWarxelomwtar)*kaddftbt concreleanchom nmYberequMtoonwethe'MAXONCENMrdW=nknowriotemeded. 3. anchwkibb. 2x Ix pi 777 SENNGE DEML (M.) L 2X KM G Ixem Typ. MM OPENING &JAMBS FRAME Z(B= ADA SLL ONLY momw= MWJDWJAMB coroucm I SUCK BUCK BUCK suac tATCHACUO-MAM I mr UIL'IEIA 1"M IL an dK LFS FL-1521MI . . . . . . . . . . nw I/C 1.1/4- I.Ilr GLCO Im "W . -V"r 2-1/4' 2x Ix pi 777 SENNGE DEML (M.) L 2X KM G Ixem Typ. MM OPENING &JAMBS FRAME Z(B= ADA SLL ONLY momw= MWJDWJAMB coroucm I SUCK BUCK BUCK suac tATCHACUO-MAM I mr UIL'IEIA 1"M IL an dK LFS FL-1521MI AA - ftOj9Cts\PtOjoCt Foktw\pyO ISO!-16O\PF 159". RWRC MowkV\2at0\FL-l52l0.awg, al • { I' ;.; �7�(T:f��;�i:I►TAY►�:;S�iT.i�r��:Cciti�=7Fyirl �.__� Wlx • .• ► Illlil eturn to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Bill To HECTOR ARREOLA 10326 NW 1 Avenue MIAMI SHORES, FL 33150-1270 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 For Inspections please call: (305)762-4949 Permit Number: EL2005-383 Invoice Date: January 31, 2006 Invoice Number: EL -1-06-23664 Comments: Date Fee Name Fee Type Fee Amount 01/31/2006 Permit Fee - Additions/Alterations Percentage $100.00 01/31/2006 Notary Fee Fixed $5.00 01/31/2006 Permit Technology Fee Percentage $2.50 01/31/2006 CCF Calculated $0.60 01/31/2006 Scanning Fee Calculated $3.00 01/31/2006 Education Surcharge Calculated $0.20 Total Fees Due: $111.30 Payments Date Pay Type Check Number Amount Paid Change 04/23/2015 Check 1049 $111.30 $0.00 Total Paid: $111.30 Total Due: $0.00. Thursday, April 23, 2016 I November 10, 2014 Joseph S. Robbio, Inc. State Certified Building Contractor Licensed & Insured CBC 059462 Miami Shores Village Building Dept. 10050 NE 2°d. Ave. Miami Shores, Fl. 33138 Re: Permit # RC -14-2312 - - --�-- e =--1 To whom it may concern: I would like to withdraw my plans and permit application from the city. After zoning reviewed the plans we realized that the side setbacks drawn by the architect were 6.9' and the required side setbacks are 10' which would make the bedroom addition to small. The owner plans to purchase another house in the area and sell this one as it is too small for the family. Thank you, Jo . Robbio P.O. Boz 7376 Hollywood, Florida 33081 Phone (954) 663-6743 Fax (954) 704-1829 e-mail josephsrobbioinc@aol.com Miami Shores Village s r'o1NC-.10 Buit in e artment Sv M1 r Ot�QNC'EUAvl v 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 SIN QZ ') � INSPECTION LIFE PRONE NUMBER: (305) 762-4949 7-1 OCT 202014 fiy . t/vU 2 r-_ I S rzf- C-jo ING TO FBC 20 10 BUILDING 8E bdNE- . Faster Permit Nop—z— 1 H - 231 2 BUILDING ❑ ELECTRIC ❑ ROOFING Sub Permit No. ❑ REVISION ❑ EXTENSION F-1 RENEWAL PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10433 N.E. 6 Ave. City: Miami Shores County- Miami Dade zip: 33138 Folio/Parcel#: 11-2231-012-0180 Is the Building Historically Designated: Yes NO x Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Kiluan, Inc. Phone#: Address: 10433 N.E. 6 Ave. City: Miami Shon Tenant/Lessee Name: Email CONTRACTOR: Company Name: JOS, Address: 9400 S. Meadows Circle Florida Zip: 33138 (954) 663-6743 city: Miramar State: Florida zip: 33025 Qualifier Name: Joseph S. Robbio Phone#: (954) 663-6743 State Certification or Registration #: CBC 059462 Certificate of Competency #: DESIGNER: Architect/Engineer: Joseph S Dobos Phone#: (954) 567-0339 Address: 3550 Powerline Road city: Oakland Park State: R. Zip: 33309 Value of Work for this Permit: $ 200,000 Square/Linear Footage of Work: 1600 sq- ft. Type of Work: EX -1 Addition ® Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Close in carport add 2 bedrooms and 3 baths on the south side, Install impact windows and doors, install wood flooring in new areas, Specify color of color thru tile: Submittal Fee $ , 00 Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Structural Reviews $ Bond $ TO'T'AL FEE NOW DUE $ (Rev&-dO2/24/2014) Bonding Company s Name (if applicable) Bonding Company $Address City State Zip M ortgage Lender s Name (if applicable) Mortgage Lender s Address City state Zip .,"t Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has coma* aced prior to the issuance of a permit and that all work will be performed to neat the suds of ell laws regulating corsatrcction in this juded'ic tiion. 1 understand that aseparate parrot must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS` FURNACES, BOILERS, HEATERS, TANKSand AIR CONDITIONER$ ETC..... OWNER S AFFI DAVIT: I certify that all the foraging Information is accurate and that all work will be done in compliance with all appliceble laws regulating construction and zoning. CWARNI NG 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 RECORDI NG YOUR NOTI CE OF COM M ENCEM ENT.D Noticeto Applicant Asa condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant mist promise in good faith that a copy of the notice of corm>encanent and cmion lien law brochure will be delivered to the person whose property is subject to attachmar t. Also, a certified copy of the rFis olice of mist be posted at the job site for the first inspection which occurs seven (7) days after the Twit i issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will bedh Owner or Agent Theforegoina iretru uNAwasadc®nowledgedbeforremethis 7 day of ' by k1 44 Q� 5 . who is y known me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sigrtatrae Contractor Tgtruirneht was a0mowledged gore Mkithis day of Z- , 20 by , o r who ' ppxsornally krmvnn or who has produced as identification anti who did take an oath. NOTARY PUBLIC: Sign ZIsign c �ir►t a S&kX' (� Print 72iU/ My Commission Expi My Comrrasdon E it .�," ALDO iPU�HENDp�r tiQ` rP`o ,TIi L FLAHERTY MY COMM i 1 MY "MISSION #FF078761 13131ON;� EE113$148 j.: f� a+ ...... l?JeF JWAW 28.2018 f44ff44ff bff44f444 ff ffiibbi'8�0'i!4'R iSiy .A. 44t 4}44A4414.4414#k blbtblk44 *�f" 44 (40 396-0153 OOA► (407) 398-0153 FfornN tgtf rS rvice.com APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revi9ed3/121M2)0Re Wd0711007)tRMNd0611 X09 FWsed3/1510% Ref: 140 NW 102 St — permit # RC -1-08-159 To Whom It May Concern: APR 20 Please cancel the above mentioned permit number. The previous owner of this property applied for this permit and it was never issued and we do not have the intention of continue with this scope of work If you have any questions, please contact our permit expeditor, Nadine, at 561-239-5516 for she has been handling all issues with this property and can be of the best assistance Thank you, 2700 West Cypress Creek Road, Suite D-118 Fort Lauderdale, Florida 33309 Tel: (954) 6711400 Fax (954) 446-7500 �t(%$ �4ar PA4 X 5A.- nq_is o Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 705.2204 Fax: (305) 756.8972 BUILDING RECEOVE! PERMIT API!LICATIUN FBC 2004 1 JA,N zi A Permit No. 0& -M Permit No. Permit Type (circle):I Building Elea ®®'�y" g Mechanical Roofing Owner's Name (Fee Simple Titleholder) MaN,j. J4gr1.cwe �„Ulerti Phone # C1S4 -101 2H &4 Owner's Address JLJO qW 16,-) i�ee'F CityM�q�i S6�%j1&t_ _ State _f lo%A_a. Zip 331So Tenant/Lessee Name i Phone # Job Address (where the work is being done) IHo AW 10:1- Street City Miami Sh . s Village County Miami -Dade Zip X31 Sm FOLIO / PARCEL # Is Building Historically T csignated YES NO I' • Contractor's Company Name Phone # Contractor's Address City Qualifier Name State Certificate or Regist�tion State # tency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Kermit $ 14 000 Square / Linear Footage Of Work: 9-1S SQF Type of Work: ► Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: n.0 t n"..u,. A- , 4i -o —IL r G G:+/. �1 Submittal Fee $ ZP i' 1M Permit Fee $ CCF $ CO/CC Notary $ Scanning $ Bond $ Fee $ Technology Fee $ Radon Code Enforcement $ Structural Review. $ `P it DPBR $ Zoning $ Double Fee Total Fee Now Due $ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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. Signature /L& t t, n (' yi fi ure Owner or Agent Contractor The foregoing instrument was acknowledged before me �ifiis{.. The foregoing instrument was acknowledged before me this day of i, 20 pa, by _L�'larn cn.. ` , _ day of . 20 by who is person ly known to me or who has produced a, DL: who is personally known to me or who has produced LISO %S&4gq 1:60 As identification and who did take an oath. NOTARY PUBLIC: Labkowski fission #00571565 Sign: : Ex fres: JULY O6, 2010 Prmtn•,`� WWW,AARON OTARY.cOm : L( t identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ®� , G , 2A I My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning Miami Shores Village Building Department � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: ( nil •795,2209-Fas:13051756.8972 EeOVD BUILDING V1 2Q�� PERMIT APPLICATION 0 C�5 FBC 2001 Permit Type (circle);: Building lectric Plumbing Owner's Name (Fee Simile Titleholder) , �[� �C� 2 Ps ®Ou Owner's Address ) 0 :� o, 6 A 961 Permit No. 2 em *3 3 Permit No. Mechanical Roofing # _ 305 — ci®,�— 6 6 9q State Zip 3 I &0 Tenant/Lessee Name Phone # Job Address (where the work is being done) J b 3 A (b A),U) ��/� V&` City Miami Shores Village County Miami -Dade Zip3 L�0 Is Building Historically Designated YES NQ, Contractor's Company NI,ame �nt�-S . E 0 F C.'t}LZr,_ Phone # q J -'1 Contractor's Address s® 1 �.` City 'TAn State �r > Zip -333 Ri Qualifier State Certificate or Registration No. �8 -CM 15 07 ACertificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit q00 • 0.6 Square Footage Of Work: Type of Work: []Addition EIAlteration []New Repair/Replace F1 Demolition il Describe Work: I Submittal Fee $ Permit Fee $ e " CCF $ 0. %(::) CO/CC: Notary $ Jr' - 00 Training/Education Fee $ Technology Fee $ •V�� Scanning $ % - %_A_,.� Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ I Total Fee Now Due $ t ao (Continued on opposite ide) L; —�i�v QY W11 Axe Bonding Company's Name (if applicable) Bonding Company's Address City State ge L 4n &A Iune(1uplicable) h 'v� Mortgage Lender's�:4 )t1re4 City State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 firstins ection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection wild n t be approved a a reinspection fee will be charged -Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by day of . 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 y Examiner Engineer Zoning ADDENDUM I U dU1 LUiNu rtnmi i -1F` L 1 a j%•+s• AN FOR BUILDING PERMIT MUST ACCOi PANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, •TTM OWNERS NOTARIZED SIGNATURE N= NOT BE PRESEITT ON SUBSEQUENT A?PLICATIOKS. ) PLUMBING ELECTRICAL "°MECHANICAL —IR UNIT FEE ITEM UNIT FEE ITEM �� UNIT 1zE ATH TLE IDET ISHWASHER ,IpL IRINKIIG FOUNTAIN L0� DRAIN 'LEASE TRAP :HTERCEPTOR AVATORY AUNDFtY TRAY WASHER MWER 3INK, POT/3 COMP. 31NK, RESIDENCE ,INK SLOP TEMPORARY WATER CLOSET URINAL SWITCH OUTLETS I LIGHT OUTLETS I I RECEPTACLES SERVICE TEMPORARY I SERVICE SIZE IN AMPS SERVICE REPAIR/METER CHANGE APPLIANCE OUTLETS I RANGE TDP I OVEN WATER HEATER MOTORS G 1 !P I MOTORS OVER 1— 3 FP I MOTORS OVER 3— 5 HP I I MOTORS OVER Er 8 FP MOTORS OVER 8— 10 If MOTORS OVER 10— 25 If I MOTORS OVER 2E -10C If SPACE HEATERS ( CENTRAL HEATING I i A/C (WIND) I A/C (CENTRAL) I DUCT WORK I jREIRATION I AND PRESS PIPING UND TANKS �� TANKS I ESSURE VESSELS:LOTHES OILERS ER BOILERS i MECHANICAL VENTILATION I I TRANSPORTING ASSEMBLIES ELEVATORS/ESCALATORS FIRE SPRINKLER SYSTEM I COOLING TOWERS HATER CLOSET MOTORS OVER 100 IP VIOLATION I !DIRECT WASTES I I A/C WINDOW I I REINSP.ECT)ON WATER SUPPLY TO: I AIR, CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER I I GENERATORS TRANSFORMERS HEATER—NEW INST. I I GENERATORS 'TRANSFORMERS I i HEATER—REPLACE I GENERATORS TRANSFORM—ERS LAWN SPRINKLER—WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMIM{ERC I AL WATER SERVICE SIGN TUBE SEWER CONNECTIONS I -SIGN TRANSFORMERS UTILITY—SEWER I SIGN TIME CLOCK LIT I L ITY—WATER F I XTLRES SEPTIC TAW,, ANTENNA RELAY I I I TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. I VIOLATION PUMP & ABANDON SEPTIC TANK I REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL i DOMESTIC WELL AREA DRAIN I I I I I ROOF INLET I I I I I SOLAR WATER HEATEP, I I I f I I I I I I I FIRE STANDPIPE ! I I I POOL PIPING 1 I I I LAWN SPRINKLER SYSTEM'. I f l 1 I E I I GAS RANtuE I METER SET (GAS) iib^ 6 OV 1 4 2005 MIAMI 'PLS VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date �r v �S' 9 Type Insp'n 'e Permit No. Name %L /Z , �y� ,,V - Address / 3 �.� �PiGy P Company Phone # Inspection Date &/� ® /,O y Approved MK - Correction ❑ ZZ Re-Insp'n Fee ❑