Loading...
WS-17-2987 Inspection Worksheet Miami Shares Village 10050 N.E.2nd Avenue Miami Shores,FL. Phone:(305)795-2204.Fax: (305)756-8972 r Inspection,Nurnber, IN P-294306 Permit Number: WS-12-17-2987 h t Scheduled Inspection Date:April 65,2018 Permit Type: WindowslSh utters inspector: Naranjo,Ismael Type:inspection T e: Final I P r Owner: - RAMIRE , ELIANA Work Classification: Window/Door Replacement .lob Address:19 NW 92 Street Miami Shores,PL Phone Number Parcel Number 1131010170100 Project <NONE> Contractor: EMPIRE DEVELOPMEW&CONSTRUCTION COMPANY INC Phone:f305196"274 Building Department Comments REPLACE 1 I DOWS AND 5 EXTERIOR DOOR&ALL, P is OPENING SIZES TORE, .N THESAA4E tivsp-;r� `v Inspector Commtrft, PassedEd M Failed �. f Correction Needed- Re4nspection �. Fee can be scheduled uiffl feeis PAL Apdf 04,201 8 For inspections please call:(305)7624549 Page 3 of 31 3 Permit NO. WS-12-17-2, �s�!Ofj RE. c,� Miami Shores Village Permit fiype.Wind Miami E r S•� 10050 N.E.2nd Avenue NW �: � tork Class fcation.-Window/Door Replacer Miami Shores,FL 33138-0000 Petmit 5t8ttts:APPF�OVED Fay®,„s Phone: (305)795-2204 FLORLDA Expiration: 07/18/2018 issuet3ate:1/19121318 1 F Project Address Parcel Number Applicant 19 NW 92 Street 1131010170100 JORGE RICO Miami Shores, FL Block: Lot: Owner InformationAddress Phone •cell LELIANA RAMIREZ 19 NW 92 Street r MIAMI SHORES FL 33150- 19 NW 92 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone ( � Valuation: $ 7,200.00 EMPIRE DEVELOPMENT&CONSTRIJ (305)968-6274 Total Sq Feet: 1277 t Type of Work: REPLACE 10 WINDOWS AND 5 EXTERIOR D Available Inspections: No of Openings:15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building I Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 Invoice# WS-12-17-65962 DBPR Fee $3.75 01/19/2018 Credit Card $236.05 $50.00 i DCA Fee $2.50 Education Surcharge $1.60 12/21/2017 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $250.00 I Scanning Fee $12.00 Technology Fee $6.40 Total: $286.05 i In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the above-nam d contract r to do the work stated. January 19, 2018 Authorized Signature:Owner / Applicant Contractor / Agent Date Building Department Copy } January 19, 2018 1 i ��• REC IV D► Miami Shores Village O' , Building Department c 2 2o�r gI��yx 10050 N.E.2nd Avenue,Miami Shores,Florida 33138BYTel:(305)795-2204 Fax:(305)756-8972 v' INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No.WS C���C7� PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 19 NW 92 STREET City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#: 11-3101-017-0100 Is the Building Historically Designated:Yes NO i Occupancy Type: SFR Load: Construction Type: Flood Zone: BFE: FFE: r OWNER:Name(Fee Simple Titleholder): Jorge Rico Phone#:305-849-7781 Address: 19 NW 92 STREET city: MIAMI SHORES State: FL Zip: 33150 Tenant/Lessee Name: Phone#: ' Email: INFO@MIAMIHOMESHD.COM CONTRACTOR:Company Name: EMPIRE DEVELOPMENT&CONSTRUCTION CO INC phone#: 305-968-6274 { Address: 7935 SW 26 STREET City: MIAMI Istate: FL Zip: 33155 Qualifier Name: Alex Montero Phone#: 305-968-6274 State Certification or Registration#: CGC 1510344 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: Stater Zip: Value of Work for this Permit:$ 7,200 Square/Linear Footage of Work: 1+277 Sq ft + Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition I Description of Work: Replace windows and exterior donors. All opening sizes to remain the same. Specify color,of color thru tile: Submittal Fee$ Permit Fee$ Zs� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ ' SO DBPR$ Notary$ a. Technology Fee$ Training/Education Fee$ Double Fee$ i Structural Reviews$ Bond$ 01 TOTAL FEE NOW DUE$ Z 3 • O S (Revised02/24/2014) s , i i r Bonding Company's Name(if applicable) Bonding Company's Address i city State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... i 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." i 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 i 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. r Signature Signature WNER or AGENT CONTRACTOR r I The forgping instrument was acknowledged before me this The foregoing instrument was acknowledged before me this U day of 20J2 by day of20 (� by who is personally known to ? who is personally knoin nntt-o me or who has produced as me or who has produced R -MUFP_ (.lCTT a`s identification and who did take an oath. identification and who did take an oath. + NOTARY PUB C NOTARY PUBLIC: L Sign: Sign: " Print: Pr)nt: Seal: Seaa� Y v4�� Notary Public State of Florida pr PERLA ABRAMS Sindia Alvarez Notary Public-State of Florida y g My commission FF 156750 ;may * ,_ M , My Comm.Expires Feb 18,2018 oFc�°4� Expires09103l2018 -----** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) i I + 4 12/21/2017 Miami-Dade Official Records-Print Document t CFN:20170685279 BOOK 30786 PAGE 3420 DATE:12/11/2017 03:37:06 PM DEED DOC 2,153.40 HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY Prenttred by and r .++t Perla F.Abrams,Esq. Abrams&Abrams,P.A_ 9300 SW 87th Avenue Suite 5 Miami,FL 33176 i 305-598-1880 File Number: 17-047JR i Will Call No.: 1 i [Space Above This bine For Recording Dahl s Warranty Deed This Warranty Deed made this 6tb day of December,2017 between'Tattana Frederico,a single woman whose post office address is 18742 Demion Lane 0 C,Huntington Beach,CA 92646,grantor, and Jorge Rico and EIlana Ramirez, husband and wife whose post office address is 19 NW 92nd Street,Mlami Shores,ITL 331S0,grantee: I (Whenever used heroin the G=ems"grantor'and 'grantee'•Include all the parties to this instramonr and the heirs,legal representatives,and assigns of individuals,and the wecassons and assigns of corporations,trusty and trusteas,, R Witnesseth,that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00)and other - good and valuable considerations to said grantor in hand paid by said grantee,the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate,lying and being in Miami-Dade County,Florida to-wit: Lot 10,of CANA.DAX EXTENSION, according to the plat thereof as recorded in Plat Book 41,Page 71,Public Records of Miami-Dade County,Florida. Parcel Identifkation Number•_11-3YOI-017-0140 i Subject to taxes for 2017 and subsequent years; covenants, conditions, restrictions, easements, h reservations and limitations of record,if any. Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. 1 To Have 8rid to Hold,the same in fee simple forever. � y And the grantor hereby covenants with said grantee that the grantor is lawr3tlly seized of said land in fee simple;that the grantor has good right and lawful authority to sell and convey said Iand;that the grantor hereby fully warrants the title to said s land and will defend the same against the lawfUl claims of all persons whomsoever, and that said land is free of all encumbrances,except taxes accruing subsequent to December 31,2017. $$Q In Witness'Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. Sign sealed and delivered in our presence: (Seal) Witness Name ? Tatiana Frederico s I Wi ess Name: State of Florida County of Miami-Dada The foregoing instrument was acknowledged before me this 6th day £ ecember,2017 by Tatiana Frederico,who L]is personally k nown or(X]has pro eed a driver s license as identiiIca n. U-5 t a S B sP O r-a-' v . [Notary seal] `r �L o tl 7 0 C) - Notary Public Printed Name: t •",`ir P�y'•y, `PERLA ABRAMS �' My Co�A»3s9ian Expires: I t zZwi Gga Notary Public-Start of Florida i - a My Comm.Expires Feb 1B.2018 # 1-IrCammisslon v FF 091944oC 8£ DoublaTimeo fl If i https://www2.miaml-dadeclerk.com/officialrecords/PrintDocument.aspx?QS=YaoUfozxry0ZXBvNIX2wDf7uFZAcTV igiJij m4eXg CXyuwgsSzQyQ4tyPwu... 1/1 I STATE OF FLORIDA == = DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD ., TALLAHASSEE FL 32399-0783 f MONTERO,ALEX EMPIRE DEVELOPMENT&CONSTRUCTION COMPANY INC 7935 SW 26 STREET MIAMI FL 33155 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT OF BUSINESS AND restaurants,and they keep Florida's economy strong. PRO FES�IT �S; EGULATION Every day we work to improve the way we do business in order CGC1510344 to" � 08/22%2016 to serve you better. For information about our services, please - ' log onto www.myfloridalicense.com. There you can find more CERTIFIED G N R; information about our divisions and the regulations that impact MONtERO;A you,subscribe to department newsletters and learn more about EMPIRE DEV ♦ UCTION the Department's initiatives. . - fi Our mission at the Department is: License Efficiently, Regulate Fairly.We constant) strive to serve you better so that ou can Y Y Y Y �. .��-_. serve your customers. Thank you for doing business in Florida, 13 GER�IKJ�D under th'� p Bvl ions ofi-f. Fs. and congratulations on your new license! explratfon aace Auc 3t;zore usosz200019�3 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY DEPARTMENT CONSTRUCTION INDUS-RY LICENSING- REGULATION ' BOARD .. .CGC1510344 , The GENERAL CONTRACTOR ' Named below IS CERTIFIED. `' Under;the•provisions ofChapfer4t39 FS. , Expiration date:AUG,31;201$ S MONTERO;ALEX 0 EMPIRE DEVELOPMENT T10N COMPA 7935 SW 26 STREET h � ' ,r, ro r 4 MI. `� � _.r t>�:• ;�•� i$ .y. �Vit,"+* ,�� t ISS�JED`" L S FMR -"�'SEQ#-11608J20001973 003140 . ,Local�usiness Tax Receipt °, _ IV taimi-tae cmnt'y, State of iorada '< THIS ISNOT A BILL .DO NOT PAY jBUSINESS NAME/LOCATION r RECEIPT NO EXPIRES, EMPIRE DEVELOPMENT&CONSTRUCTION,COMPAi><EIdEV11AL ,*SEPTEM'BER 30, 2018 7935.CORAL WAY ;"t 5961767 „;Mu"st be displayed at place of business t MIAMI FL 33155; `Pursuantao County Code ; Chapter 8A Art.9 OWNER SEC.TYPEOF BUSINESS . pAYENt RECEIVED EMPIRE<DEVELP&CONSTRUCT CO INC 196GENERAL BUILDING CONTRACTOR By rMAx COLLECTOR CGC1510344. $75.00 :08/07/2017- Worker(s) ` 1 °= 17 526 CREDI TCARD- -0 94'. This Local BusinessTax Receipt only oonffrms paymat offthe`Local Business Tax.The Receipt is not a license, permit,or a certification`of the holders qualifications;to do'business. Holder must,comply with any governmental ,,..or nongovernmental regulatory laws and requirements which apply to the business :,-,The RECEIPT NO:above must b isplayed on oll`commercial vehnclox=NHami Dede Code Sec 6s,-276. For more information visit www miamlliade 06Aaxcolleci6r AC RL® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 12/21/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Christian Monnar Financial Insurance Brokers PH NE , (305)441-9932 FAX No): (305)441-8632 5805 Blue Lagoon Drive E-MAI ADDLE , cmonnar@fibrokers.com Suite 400 INSURERS AFFORDING COVERAGE NAIC# Miami FL 33126 INSURER A: MTHAWLEY INSURED INSURER B: Empire Development and Construction Company,Inc INSURER C: 7935 SW 26 Street INSURER D: INSURER E: Miami FL 33155 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR IC LTR TYPE OF INSURANCE POLY EFF POLICY EXP POLICY NUMBER MM IC MM IC LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FX OCCUR DAMAGE TO RENTED PREMISES Ea occurrence 1$ 00,000 MED EXP(Any one person) $ 5,000 A GGL0001009 10/31/2017 10/31/2018 -PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATELIMIT APPLIES PER: GENERAL AGGREGATE . $ 2,000,000 ❑X POLICY JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURYPer accident $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER 0TH- AND EMPLOYERS'LIABILITY STATUTE ER 1 ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N + E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached H more space is required) License#CGC 1510344 I I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES VILLAGE BLDG DEPT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD # I I A Tf� 4 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION I **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 1/15/2016 EXPIRATION DATE: 1/14/2018 PERSON: MONTERO ALEX k FEIN: 203534498 BUSINESS NAME AND ADDRESS: EMPIRE DEVELOPMENT&CONSTRUCTION COMPANY INC 7935 SW 26 STREET MIAMI FL 33155 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 4 _ f r t1OR S Mia' mi Shores Village ,S�pC i93= Building Department ••• Mil" 10050 N.E.2nd Avenue 4 b Miami Shores, Florida 33138 ^-- ,rag 1104 ' Tel: (305) 795.2204 FLORrpA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits' Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the. responsibility of- the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Yea Qualifier/Own& Signature Date Print Name i loss NMI" 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 i or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: I. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State;Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of { State,Division of Corporations. No-more than three corporate officers per corporation or limited liability company members are allowed to be exempt Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has'acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project The contractor has provided an affidavit stating that he or she will be the only person allowed to work on'your project In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors: BY SIGNING BELOW YOU ACKNOWLEDGE, THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. � a Signature: ( p°%' ry CARNO Owner �.r' Notary Public-State ofFlorida State of Florida CPQ M Commission se GG 04507 y Comm.Expires Nov t 20 Bonced through National Notary Assn. County of Miami-Dade The foregoing was acknowledge before me this Z1—day of • 77r-A120�� r. Bt r � ` Y- ��— .,��j L U who is personally known* me or has produced t as identification. r 4 Notary.A4 T\� Ck SEAL: 1 l r . 1 11,1111, 1 1�n.. ax Tif,P� 1 � jar ' `F 1 ' r r New Residential & Commercial Construction & Remodeling www.empiredevelopmentcompany.com CGC# 1510344 c: (305) 968-6274 Licensed & Insured o: (305) 262-8363 e-mail: alex@empiredevelopmentcompany.com f: (305) 267-8958 January 2, 2018 State of Florida County of Miami-Dade Before me this day personally appeared Alex Montero, who, being duly sworn, deposes and says: That he will be the only person working on the project located at 19 NW 92 Street, Miami Shores, FL 33150. *kkD Sworn to (or affirmed) and subscribed before me this k day of n , 2018, by Personally known OR Produced identification < V°�o• MAHARAI K.GONZALEZ MY COMMISSION#GO 044602 Type of identification produced �t EXPIRES:November 2,2020 %:FoJF�oP� Bonded Thru Notary Public Underwriters Print, Type, or Stamp Name of Notary { i c8' JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES ' DIVISION OF WORKERS'COMPENSATION I "*CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 1/14/2018 EXPIRATION DATE: 1/14/2020 ;PERSON: MONTERO ALEX (FEIN: 203534498 BUSINESS NAME AND ADDRESS: 'EMPIRE DEVELOPMENT&CONSTRUCTION COMPANY INC ,10521 SW 140 STREET MIAMI FL 33176 SCOPE OF BUSINESS OR TRADE: Licensed General Contractor Door and Window Installation 0 Concrete Work Incidental To Carpentry 0 Dwellings 0 Three All Types 0 Residential and The Construction Of Private Stories or Less Commercial Residence IMPORTANT:Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 9 RECEIVED 041.p ALwFAROOQ CORPORATION . CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: Empire Development Date: 12/27/2017 Project Name: 19 NW 92nd Street Engineered By:GT Project Desc.: 19 NW 92nd Street Checked By: Miami Shores,FL 33150 0400 AFC Number: 17-1900 Building Height(ft.) : 15 • 444444 Design Criteria: "':" •••••• 0000.. i, Florida Building Code 2014 • 0000 0000 0000. 0000.. 0000 0000. ii,Wind Loads are calculated as per ASCE 7-10. 0000.. • General Notes: • 0000.. 0000.. 0000.. -Any deviations from conditions shown on calculations or drawings shall be engineered sep'a7ately. • -Al-Farooq Corporation will not provide a letter of compliance/inspection report unless called during installation. -Engineering drawings are checked for structural requirements only. Additional Notes: -Risk category:II Exposure: C Disclaimer: -This document is not valid without the embossed seal of an engineer DEC Za,J employed by AI-Farooq Corporation. -No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Ahmad,P. FL#70592 EB C.A.N.#3538 9360 Sunset Drive,Suite 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 www.afceng.com I alfaroogCcDafcene.com I A Empire Development 19 NW 92nd Street Wind Speed(mph) 175 Mean Roof Height[h](ft) 15.00 ; Miami Shores, FL 33150 Importance Factor 1.00 Height Above Gnd. Level[z](ft) 15.00 Exposure Category C Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 0.85 CI efficient Kzt 1.00 Coefficient Kz 0.85 Coefficient Kd 0.85 Velocity Pressure Evaluated @z[qz](Ib/ft^2) 56.64 Velocity Pressure Evaluated @h[qh](Ib/ft^2) 56.64 Compon'ent Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(Ib/ft^2) Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 -43.5 40.1 -53.7 C3 r►-! f0� .� •• ••• • e • • • •• . C • = •• • : e e ••• • •• e•e •• e ♦ • •• 000 0 066 0 ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAROOQ�OQPOjZg-M.0it 1135 S.9(.8.4AVE,MIAMI FL.33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signayye . • • •e• •Design Date Design Reference Number • 4 • ♦ • i • • • 0•: :•; 1P21/2017 9: 13:45 AM 17-1900 19 NW 92 St, Miami Shores, FL 3` Scope: Replace 9 windows as indicated, opening sizes to remain the same o a a F-81 0 0 0 '+C s r Q m Na O_ V 10A]F ❑4 f — L. ... . . � ❑ . . .. e: .. . . . . . 3 ujs Z . .. . . . . ... . •• ••• •• • • •• Miami Shores Village • ••• 0•0 •0• ••• .•• APPROVED BY DATE • ZONING DEPT Opening is NOT being replaced,see attached schedule. BLDG DEPT LI a Opening is being replaced, see attached • * le: • SUBJECT TO COMPLIANCE WITH ALL FEDERAL . . i . . ... . . 0;. 0 STATE AND COUNTY RULES AND REGULATIONS 19 NW 92 STREET MIAMI SHORES,FL WINDOW&DOOR SCHEDULE Opening Pressure Design Pressure ID Type Size NOA# Pos(psf) Neg(psf) Pos(psf) Neg(psf) Notes: 1 Horizontal Rolling Window 94"x 50-1/2" FL-20359.1 62.7 65.1 80 80 Large Missile Impact,XOX 2 Horizontal Rolling Window 74"x 50-1/2" FL-20359.1 62.7 65.1 80 80 Large Missile Impact 3 Horizontal Rolling Window 53"x 50-1/2" FL-20359.1 66.3 70.2 80 80 large Missile Impact 4 Horizontal Rolling Window 36"x 50-1/2" FL-20359.1 70.7 70.2 80 80 Large Missile Impact 5 Horizontal Rolling Window 36"x 50-1/2" FL-20359.1 70.7 70.2 80 80 Large Missile Impact 6 1 iCasementWindow 36"x 50-1/2" 15-0416.02 70.7 70.2 80 80 Large Missile Impact 7 Horizontal Rolling Window 36-3/4"x 38" FL-20359.1 70.7 70.2 80 80 Large Missile Impact 8 Horizontal Rolling Window 36-1/2"x 38" FL-20359.1 70.7 70.2 80 80 Large Missile Impact 9 Horizontal Rolling Window 23-1/2"x 38" FL-20359.1 70.7 70.2 80 80 Large Missile Impact 10 Horizontal Rolling Window 47"x 30-1/2" FL-20359.1 70.7 70.2 80 80 Large Missile Impact A Garage Overhead Door N/A N/A N/A N/A N/A N/A Not being replaced B French Door(entry door) 38-1/2"x 81" 15-0706.03 62.7 65.1 65 80 Large Missile Impact C Sliding Glass Door 71"x 79-3/4" FL-19092.1 62.7 65.1 80 80 Large Missile Impact D French Door 32"x 81-1/2" 15-0706.03 62.7 65.1 65 80 1 11-arge Missile Impact E French Door 33"x 80" 15-0706.03 62.7 65.1 65 80 Large Missile Impact •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • •• •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI- MIAMI-DADE COUNTY W PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy RC Home Showcase,Inc. 2970 NW 75"Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami--Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or'the AHJ(in areas other than Miami=Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code'. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"CM100"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W04-16, titled "CM100 Aluminpm �aseme4!•Vhhdow...... (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision J dated 11/10/19,.WtpJred byAl-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade C.oui4 Produd1.G5ntrol....:. Section Revision stamp with the Notice of Acceptance number and expiration date:by the Miami-Dade• • County Product Control Section. •••• • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 00000 •• ••••• ..... . . ..... LABELING: Each unit shall bear a permanent label with the manufacturer's n.nl-.rlogo:city*state,•••••• model/series, and following statement: "Miami-Dade County Product Control Appieegd., unless otherwise •. noted herein. • • • • '6000: RENEWAL of this NOA shall be considered after a renewal application has been'fjVVd the p hasbeen;••••; no change in the applicable building code negatively affecting the performance of this product. 00 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. 13-1112.10 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4 and Green Sustainable Attribute(G.S.A.)page G-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. HOA No.15.0416.02 MIAMI•DADE COUNTY Expiration Date: July 29,2019 1�4fr Approval Date: January 14,2016 l� Page 1 i RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11.0932.06) 2. Drawing No. W04-16,titled"CMI 00 Aluminum Casement Window(L.M.I.)",sheets 1 through 11 of 11,dated 03/01/04,with revision J dated 11/10/15,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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 an outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6439,dated 02/21/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-0922.06) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 ;...;. 2) Uniform Static Air Pressure Test,Loading pir RIC,TAS 202-94 ••• • 3)Water Resistance Test,per FBC,TAS 202-9.,K:..:, 02-9.,K•••• ; • •• ••••;• 4)Large Missile Impact Test per FBC; TAS 201.94.. 5) Cyclic Wind Pressure Loading per FBC, TAS-203;94 ;•• •• • 6)Drop Load Test(400 Ft. Lb.),per ANSI Z97.1 along with marked-up drawings and installation diagram oft��gl}hswin��rlruninuzri•••• Casement window,prepared by Fenestration Testing Laboratory,liar..Test Report No. FTL-5867,dated 05/02/09, signed and sealed by Julio E. Gonzalez,) . E. •••• • (Submitted under NDA No. 10-0426.09) • 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) Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-03-1346, dated 09/16/03, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 06-1130.01) Manuel Pe z,T.E. Product Control E a ner NOA No.15.0 16.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per PBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No. HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETI-03-1859, dated 01/16/04, all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 06-1130.01) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No. HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09/12/03, all signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 06-1130.01) C. CALCULATIONS ••• • 1. Anchor verification calculations and structural analysis, colrlipV4 witk Fl)C Srn"' Edition (2014), dated 03/31/15 and 11/090/15, prepared by AL •rooq ( oiWation,....:. signed and sealed by 7avad Ahmad,P.E. 000000 0 ••...0 2. Glazing complies with ASTM E1300-09 ...... . . ..... D. QUALITY ASSURANCE .. .. . ...... 1. Miami-Dade Department of Regulatory and Economic Resourc(pEw). •, E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their: "Butaciteg PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. ' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. VIA Mauu er z,P.E. Product Cont of E miner NOA No. 5-0416.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-2 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition(2014), and of no financial interest, dated March 31,2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No.FTL-6439, dated 02/21/11,issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-0922.06) 3. Laboratory compliance letters for Test Report No.FTL-5867,dated 05/02/09,issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 10-0426.09) 4. Laboratory compliance letters for Test Reports No. HETI-03-1346,dated 09/16/03, HETI-03-1848, dated 09/17/03,HETI-03-1856, dated 09/17/03,HETI-03-1859, dated 01/16/04,HETI-03-1350, dated 10/14/03 and HETI-03;1344,.dated: NN/03, ••••;• issued by Hurricane Engineering&Testing,Inc., all signed and staled by Vafatl E. Dtoz-Seda,P. E. 60 •• • (Submitted under NOA No. 06-1130.01) .... . .. ..... G. OTHERS • ...... : . ..... . . ...... . .... 1. Notice of Acceptance No. 13-1112.10, issued to RC Home Showcase, Inc. for their. • Series "CM100" Outswing Aluminum Casement Window ; L•.MU., approved on...:. 12/26/13 and expiring on 07/29/19. "".. 2. Simulation Performance, Solar Heat Gain Coefficient, Visib}e transmringinte, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004"Procedure for Determining Fenestration Product U-Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product, Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, /WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked-up by National Certified Testing Laboratories, Test Report No. NCTL-110-12449.01,pages 01 through 07 of 07, dated 11/12/09,signed by Richard A.McVicker III, Simulator, and Steven H. Coble,NFRC Accredited Simulator,Simulator-In-Responsible-Charge. 1111 mvl,6�m Manuel PfrezP.E. Product Control Itolner NOA No. 15-0416.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-3 - r RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS(CONTINUED) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test- Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked-up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1,pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell,Technician,and Robert H.Zeiders,P.E.,Vice—President Engineering&Quality Person—In—Responsible Charge. 4. Recycled Content Determination Report on: • Name: Casement Window, CMI 00 •••••• Raw Material: Aluminum •• •• • Including letter from Fundiciones Industriales S:A. (FNA)••dated• 03112/10,•••••• certifying that the extruded aluminum products contained /p recyclea•scrap;••••; material signed by Henry Kronfle Vice—President. .. .. . ...... . . . . ...... • Manue er z,P.E. Product Contof E miner NOA No. •0416.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-4 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control. ............ ...... U LE REC.)MD.,CONTENT Dim %Recycled %Recycled %Bio-based %Renewable Material Component Name Content at at Disposal Material Manuf. 1. Window Aluminum 30% 100% N/A NIA THERMAL TRANSMIT A AIN-C, EFFICIE T- T G T::� RANSM"Ift R. T ­14 JBLE,; A NC CON-16EN-SATI-0-N,RE*81STA' J* Test Product G.V-• 'G.9: ID# Glazing Components: 000 CR Report#: Number U-Fa to GCI: of I *Do$ Base line o:000 Product 000 5/32 CLR-240#2-SS-D-ARG-BRZ-1/8-090 PVB 1/8 0.82:0 :).19 N.M. 17 of*** 1/8 0."•••0.19 " 0*0 o of 1. 001 5/32 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB 0."',*0.19 0.19 17 2. - NCTL 002 5/32 CLR 240#2-SS-D ARG CLR-1/8 090 PVB 1/8 0.42 4.20 17 16191 .17 17 3. 110-12450-1 003 5/32 CLR 240#2-SS-D ARG GRN-1/8 090 PVB 1/8 6.42 -- 0.19 4. 1 1 004 15/32 CLR 240#2-SS-D ARG GRY-1/8 090 PVB 1/8 0.62 0.19 -073- 17 W— Ugend Abbreviations- Description: SS-D Desiccant-Filled Stainless Steel Spacer - 24092 Cardinal Low E 240 @#2 Surface Typical - ARG - 90%Argon PVB 0.0901,PolyVkinyl But al(PVB)interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass ORT, - C.: IIEAMAL:CQ CTANc Component Name C-Value 1. Whole Window 1.94 - Manuel re0z,P.E. Product Controt_Uaminer NOA No. 15-0416.02 Expiration Date: July 29,2019 Approval Date: January 142016 G-1 MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 t805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidAde.gov/economy Doralum Corporation 7040 N.W. 77 Terrace Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade Gounty RER - Product Control Section to be used in Miami Dade County and other areas where allo4ved bytheAuthority-•��• Having Jurisdiction(AHJ). 0..9 • This NOA shall not be valid after the expiration date stated below.The Miami-Dade%Idtfity Pubdutt Contrdl** Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade rdifnly) reserve* the right•... to have this product or material tested for quality assurance purposes. If this prod j ct•or material fails t4• •• perform in the accepted manner, the manufacturer will incur the expense of such j*QW" and the .GHJ may•;••• immediately revoke, modify, or suspend the use of such product or material within tbgit jurisOtd olf. REX..... reserves the right to revoke this acceptance, if it is determined by Miami-Dade.Gavaty Produot Control .• Section that this product or material fails to meet the requirements of the applicable builc4ng code.,• •••• • This product is approved as described herein, and has been designed to comply;vitbe*e Florida Buildint•,.•; 00Code,including the High Velocity Hurricane Zone. . 0io ; . DESCRIPTION: Series"100"Aluminum Outswing Doors w/wo Sidelites-Impact APPROVAL DOCUMENT: Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Door w/ Sidelites (L.M.I.)", sheets l through 10 of 10 (inclusive 3.1), prepared by Al Farooq Corp., dated 01/30/13 and revised on 12/11/15, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See DP tables for X or XX in sheet 1,Door w/sidelites(whvo reinforcement)in sheet 3_1. See Single sidelite(standalone)DP capacity in sheet 3. 2. See allowable mulled configuration in sheet 3_1,not to exceed(5)panels w/max hvo mulled sidelites. 3. Max door leaf width mulled with sidelites in sheet 3.1 shall not exceed=36-7/8". See active panel 4- point locking or active panel dead lock w/manual bolts option in'sheet 4. 4. Glass lites wider than 36"shall have two setting blocks per FBC requirements. 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 NOA No. 15-0706.03 MIAMI•DADECOUNTY Expiration Date: July 04,2018 Approval Date: January 21,2016 Page 1 Ly\ti MIAMI-RADE MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S.W.26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)3t5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidad2.gov/econoniX Doralum Corporation 7040 N.W. 77 Terrace Medley,FL 331.66 ADVERTISEMENT(continued) displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the•manufeeturer or its distributors and shall be available for inspection at the job site at the request of the Wlditig Of$Ciol.•. •. This NOA revises NOA#13-0219.07 and consists of page 1,this page 2 and evidened PAJes E-1 and-E-2,as""' well as approval document mentioned above. . .... .. . . . The submitted documentation was reviewed by Jorge A Plasencia,P.E. • .... . .. ..... .. .. . ...... . . . . ...... NOA No.15-0706.03 QMMIUAkMDAD,COUNTY Expiration Date: July 04,2018 n Approval Date: January 21,2016 Page 2 ( � ,�;;� Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA#13-0219.07) 2. Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Door w/ Sidelites (L.M.I.)", sheets 1.through 10 of 10 (inclusive 3.1), prepared by.A1 Farooq Corp., dated 01/30/13 and revised on 12/11/15,signed and sealed by Javad Ahmad,P.E.. B. TESTS •�••�• 1. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 •• ;'. •. '. 2)Uniform Static Air Pressure Test,Loading�:: C, TAS 262-94 ••• 3)Water Resistance Test,per FBC,TAS 202-9.4.::* ;'• 4)Large Missile Impact Test per FBC,TAS 204.0t 0000 ••••• • 5) Cyclic Wind Pressure Loading per FBC,TAS;263-94 ;...;. "•'•• 6)Forced Entry Test,.per FBC 2411.3.2.1, and TAS 202-94 "�•0 0• along with installation diagram of an outswing doors wj•s Ujites prepgred by.,.% Fenestration Testing Laboratory Inc, dated January 14, 2013, Test Rept"Na 7086 (FTL-12087), signed and sealed by Marlin D.Brinson,P. E. 0•• : 099• ; :8000: 8000 (Submitted under previous NOA#13-0219.07) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2014, 5th edition, prepared by Al-Farooq Corporation, dated 06/19/15 and 12/11/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/2015, expiring on 07/04/2018. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for"Saflex Clear and Color Glass Interlayers",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al- Farooq Corporation,dated 06/20/15, signed and sealed by Javad Ahmad,P.E. Jorge M.Plasencia,P.E. 100,p,,/' duct Control Unit Supervisor NOA No.15-0706.03 Expiration Date: July 04,2018 Approvai Date: January 21,2016 E-1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance as part of the above referenced test report. G. OTHERS 1. Notice of Acceptance No. 13-0219.07, issued to Doralum Corporation for their Series "100"Aluminum Outswing Doors w/wo Sidelites -Impact, approved on 07/04/13 and expiring on 07/04/18., j • 2. Test proposal, dated 08/21//12, approved by Jaime D. Gascon,P.E. :""' ..•... (Submitted under previous NOA#13-0219.07) •••• •• •• •• • •••••• Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0703.03 Expiration Date: July 04,2018 Approval Date: January 21,2016 E-2 .Florida Building Code Online Pagel of 2 ppip0MIN, ff' ©CIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search db# SY " Product Approval USER:Public User Product'..yomvai Menu>Product or Application Search>Avulicatipn List>Application Detail FL# FL19092-R1 Application Type Revision •••••• Code Version 2014 i ••• • •••••• Application Status Approved •• • i•• •• •• •••••• • •• •••••• • o. Comments •"••• Archived • • • • • •••••• • • ••••• Product Manufacturer Mr Glass Doors&Windows Inc. • • •••••• •• •• • •••••• Address/Phone/Email 8120 NW 84th St Medley,FL 33166 •• • • •• (305)470-8284 • • • • •"••• ulises@mrglasswindows.com • • ••••• • • Authorized Signature Ulises Senaris •• ulises@mrglasswindows,com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer , Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed lavad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL19092 R1 COI SS-Mr.Glass MG 1000 SGD-(LMI SMI)-CI _i014.E;df Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=NvGEVXQwtDgtNeJIYVXGPI... 12/19/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 12/17/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/21/2015 Date Approved 02/10/2016 Summary of Products FL# Model,Number or Name Description 19092.1 MG-1000 Aluminum Sliding Glass Large missile impact resistant aluminum sliding glass door. Door •, • sass•• Limits of Use Installation Instructions • • • • Approved for use in HVHZ:Yes FI-19092 R1 11 SS-Mr.Glassh1tJ I.Qft SGD rl11I)41WG •• Approved for use outside HVHZ:Yes W 15-81odf a•s s a• • 00 000060 Impact Resistant:Yes Verified By:Javad Ahmad 70592 • Design Pressure: +120/-140 Created by Independent ThiresFPa?ty:"es • :s•a•i Other:See installation drawing W15-83 for span vs load Evaluation Reports 0000 •• • :4110000:• combinations and installation details. Ff_1.9092 R1 AE SS-Mr,GIals-N i lite)SGP.(f i,111-NE ••s•• 2014.Ddf • • Created by Independent Third'Aa ?:*V • • ••••• sass•• •• •• • assess 19092.2 MG-1000 Aluminum Sliding Glass Small missile impact resistant jlyr6t6iyrp sliding glasrsdoor. •• • • • I • •sass• Limits of Use Door Installation Instructions •so*:* Approved for use in HVHZ:Yes FL19092 R1. II SS-MR GLALS M'10(40 SMI DWG W15- •••••• Approved for use outside HVHZ:Yes 1.03.odf •' ' '•' • ' • Impact Resistant:Yes Verified By:Javad Ahmad 70592 •as Design Pressure: +120/-140 Created by Independent Third Party:Yes Other:See installation drawing W15-103 for span vs load Evaluation Reports combinations and installation details. FL19 92 111 AE 5S h1r,GlI;iss MG 1000„a(:,D- 5M1)--PAE 201,1.pd — Created by Independent Third Party:Yes Sack Next Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Amepts: Credit Card Safe mail ii t http://www.tloridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDgtNeJlY VXGPI... 12/19/2017 AL.-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 • METHOD 1 OPTION D C41=2 :..•bate: 1�116f15 •�•,�• Detailed Product Description ...... : ' . .. ...... Manufacturer: MR.GLASS DOORS AND WINDOWS INC. •••#•• • Manufacturer Address:8120 NW 84TH STREET MEDLEY FL 33166 Model Name: MG-1000 ALUM.SLIDING GLASS DOOR ...... ..:..' Maximum Panel Width:60" •• •• """ Maximum Frame Height: 120" • . . . . ...... Maximum Load:+120 PSF,-140 PSF(Large Missile Impact) • Installation Drawings#W15-83 ' This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) TEST DESCRIPTION TEST LOCATION TESTAEPORT' ' TEST Test DATE REPORT#' Sealed.by ASTM E283 Air Infiltration Fenestration 10/23/2015 8590 Idalmis Ortega,P.E. Leakage Testing Laboratory 10/23/2015 8591 Idalmis Ortega,P.E. 10/25/2015 8594 Idalmis Ortega,P.E. ASTM E331 Water Fenestration 10/23/2015 8590 Idalmis Ortega,P.E. OR ASTM 547&TAS 202 Penetration Testing Laboratory 10/23/2015 8591 Idalmis Ortega,P.E. 10/25/2015 8594 Idalmis Ortega,P.E. ASTM E330 Uniform Static Fenestration 10/23/2015 8590 Idalmis Ortega,P.E. &TAS 202 Air Press. Testing Laboratory 10/23/2015 8591 Idalmis Ortega,P.E. 10/25/2015 8594 Idalmis Ortega,P.E. ASTM F842 Forced Entry Fenestration 10/23/2015 8590 Idalmis Ortega,P.E, Testing Laboratory 10/23/2015 8591 Idalmis Ortega,P.E. 10/25/2015 8594 Idalmis Ortega,P.E. 9360 Sunset Drive Ste 220 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com I aIfaroan(@afcen.g.com Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TEST' DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT:#, Sealed b FBC 1626.2 Large Missile Fenestration 10/23/2015 8590 Idalmis Ortega,P.E. (TAS 201&203) Impact&Cyclic Testing Laboratory 10/23/2015 8592 Idalmis Ortega,P.E. 10/23/2015 8596 Idalmis Ortega,P.E. 10/23/2015 8593 Idalmis Ortega,P.E. 10/23/2015 1 8591 1 Idalmis Ortega,P.E. Under the limitations of the attached installation drawings,to the best of my knowledge and ability,;he above product conforms to the requirements of the 2014 Florida BuildLng C de. """' •.•..• Evaluation Report Engineer: ;;',y"'��., 0 : •• •• Nn 70592 •••••• • • • • • • • • Javad Ahmad PE#70592 �•��i�, ,P:��`;� �••••� "•;..' AI-Farooq Corporation EB#3538 s ' ' ••"" °it'll Signed 12/16/2015 •• '• " . . . . ...... 9360 Sunset Drive Ste 220 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afceng.com alfarooq(@afceng.com Florida Building Code Online Page 1 of 2 a. etc I 'z ! r •eM'mwae. .• fit, BCIS Home Log In J User Registration Hot Topics j Submit Surcharge Stats&Facts Publications FRC Staff DCIS Site Map Linksi Starch dbLo"% ( "� Product Approval l}�ti USER:Public User Anor,:yai h1,,nu>Product or Aoulication Search>Aonlication List>Application Detail FL# FL20359 Application Type New • • Code Version 2014 • ����•� •••••• Application Status Approved • •••••• • •• •••••• • Comments 000000 • • • Archived i" *909 •• • • • Product Manufacturer Mr Glass Doors&Windows Inc. •••••• • • 09000 Address/Phone/Email 8120 NW 84th St •• •• • •••••• Medley,FL 33166 (305)470-8284 0 0 i• • ulises@mrglasswindows.com • • • • •••••• Authorized Signature Ulises Senaris •• • ••• • ulises@mrglasswindows.com • Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .�.. Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed lavad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz,P.E. r Validation Checklist-Hardcopy Received Certificate of Independence FL20359 RO COT SS-Series MG-300 HS(LMI-SMII-CI 2014.2df Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.tloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqua`/`2tlMZ8n5... 11/16/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/19/2016 Date Validated 04/19/2016 Date Pending FBC Approval 04/24/2016 Date Approved 06/08/2016 Summary of Products FL# Model,Number or Name Description 20359.1 Series MG-300 Aluminum Large missile impact resistant aluminum horizontal sliding Horizontal Sliding Window window. r Limits of Use Installation Instructions • • Approved for use in HVHZ:Yes FL20359 RO 11 SS Series MG--3%11S CJ46 •••••• Approved for use outside HVHZ:Yes 26.odf 0 *• • Impact Resistant:Yes Verified By:Javad Ahmad PE*-A059511, •• • • Design Pressure:+90/-140 Created by Independent Thirl 9'lrvi Yes •••• •••• • Other:See attached drawing W16-26 for span vs,load Evaluation Reports • • • combination and installation details. FL.20359 RO AE SS-Series"-',*_"11S(L 1)-PA11 •••••• 2016.odf •••• t•• • • • Created by Independent ThirA Part :Mes • • • • ••••• 20359.2 Series MG-300 Aluminum Small missile impact resistant`'blo rRr1UD3 horiz46464 Woipg Horizontal Sliding Window window. •• •• • •••••• • Limits of Use Installation Instructions •••••• • • • Approved for use in HVHZ:Yes 0 203.59 RU_! SS,__;Pries_t fi •••••• Approved for use outside HVHZ:Yesi, cJf •'•'•' • • Impact Resistant:Yes Verified By:Javad Ahmad PE 70542y • •••••• Design Pressure: +90/-140 Created by Independent Third Rooty:lies ••• • • • Other:See attached drawing W16-28 for span vs. load Evaluation Reports •• combination and installation details. FL20359 RQ AE SS -Series MG-300 HS(SMI) -PAE 201 df Created by Independent Third Party:Yes buck Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The ernaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Aocepts: i'0 OR eclat; Credit Card Safe http://www.tloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqua%2tlMZ8n5... 11/16/2017 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 • METHOD 1 OPTION D , FL 20359. Dptg: 04/i8r2016 .... ;• Detailed Product Description: :00 00 ee 0..00. . .0 000000 Manufacturer: MR.GLASS DOORS AND WINDOWS INC. 000;00 . 0000.. Manufacturer Address:8120 NW 84TH STREET, MEDLEY, FL 33166 +••• •0 00 0 ' Model Name:SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW 0000 �� �.:.•• 0000.. . 0,000 Maximum Width: 126"(XOX)96"(XO) Soso ' .. .. 0000.0 Maximum Frame Height: 74" ;••;• • 00 0000.. Maximum Load:+90 PSF,-140 PSF(Large Missile Impact) •••••• 000.. Installation Drawings#W16-26 0000 0,00" 0 • This product complies with the High Velocity Hurricane Zone (HVHZ)testing requirements. • The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TESTTest DATE REPORT# Sealed by, ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. Leakage Laboratory,Inc. ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. OR ASTM 547 Penetration Laboratory,Inc. &TAS 202 ASTM E336 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. &TAS 202 Air Press. Laboratory,Inc. , ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. Laboratory,Inc. , 9360 Sunset Drive,Ste 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 I www.afceng.com I alfarooq@afcenp.com Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT'' TEST -Test DATE REPORT-'# Sealed,by, FBC 1626.2 Large Missile Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. (TAS 201& Impact& Laboratory,Inc. 203) Cyclic Under the limitations of the attached installation drawings,to the best of my knowledge and ability.,the. above product conforms to the requirements of the 2014 Florida Building bode. ;""' ...... • Evaluation Report Engineer: r,„""a +••••• • '• •'•"' `�p�9Po-.A11'4¢ �i,� •••ir• • i•••ri 141 tis .'• '�^ •••• •• to • • i1a 70592 .'. •••• r •• ••••• •••••• • • ••••• OF STP lavadAhmad PE#70592ONA �,�',rsc• R'°� `��� • """ AI-Farooq Corporation EB#3538 ''j��,,,,,,,t+�'' .'. ��•••� Signed 04/19/2016 •• '•• ' a a 9360 Sunset Drive,Ste 220 1 Miami,FL 331731 T:305.264.8100 F:305.262.6978 1 www.afcene.com aifarooa@afcenR.com _ V � C C _ a • •• •L Z V) J M ••.•:• �• Z Q W •• • • N l 3 tD v CM100 OPERATING/FIXED z afOo ALUMINUM_ CASEMENT WINDOWS C WLd FOR FLANGE FRAME WINDOW CAPACITY SEE SHEETS 2 & 4. ~ FOR FLUSH FRAME WINDOW CAPACITY SEE SHEETS 3 & 4. w >W 3a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE = N REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY U to HURRICANE ZONE (HVHZ). z W t i WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER m 3 LOADS TO THE STRUCTURE. = z LL_ U) ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORSo o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 7 M ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE c NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. N ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. u w m W MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THATa = u) COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE c NLA REQUIREMENTS OF THE FLORIDA BUILDING CODE. o p W Z N 3j3 Q V 3 CL a i APPROVAL APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. j in o N o o MULLION CAPACITY NAI FOR THIS OPTION THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. q,)ALSO TOP AND BOTTOM COMBINATIONS OF FIXED s SEE SEPARATESHUTTERS ARE NOT REQUIRED. AND CASEMENT WINDOWS USING STACKING MULLION NOA HEAD/SILL WITHOUT MULLION. Ener. JAVAD AHMAD PRODUCT REVISED � o `z vii.. FIA. PE 70592 70592 as complying with the Florida q CAN. $538 CAN. Code Acceptance No 15'04;Wf•O2 ALSO TO SIDE BY SIDE COMBINATIONS_ / Gx italio Dare Zpj� o c t OF CASEMENT/FIXED, CASEMENT/CASEMENT / / / y 9 OR WITH OTHER WINDOW TYPES IN s B>'- — MODULES OF TWO OR MORE WINDOWS `•Ii:+tai` Frtxluct C'a Browing no. USING APPROVED MULLIONS. \ \ \ """' 11 1 . W04-16 RATING OF FIXED WINDOWS UNDER SEPARATE NOA. sheet _170:0 1 37" MAX. - - - — -- - 74" MAX. - - - 37"MAX— 37" MAX. WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH fD 35 3/8" MAX. 35 3/8' MAX. 35 3/8' MAX. . 35 3/8' MAX. 35 3/8" MAX. 3 VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH Z P J 30 1/8" MAX. ro FALSE MUNTINS 30 1/8" MAX. 30 1/8" MAX. m " 30 1/8' MAX. 30 1/8" MAX. N MAY BE USED z D.L. OPG. D.L. OPG. F Lu m n D.L. OPG. \ D.L. OPG. D.L. OPG. j f �o 0. N p - un v A / � \\ une n. ...... / 8 li it E � / II I / 'V� ��• • •� F \ E / 8 II / it t] • ( I MULLION / I I • II POST3:\ �( f- / f=1S;-__- ___ • �: •� •..•• C9 I I Z • r = w • n- II � II 1 z w a II /. II l /. , 2 u'] g jl iII • v NMN • • } - S cl II ij II E d = \ �i II �/ II • t1 �. • 3 Ij jl 03 try J II II T Q M Z Q II II • • :••.•. p o I I E T [� p I I / d Z N j n \ ! - j---- --- • II \ II oo N m r— Iart _ i , � \ a �l g 0 .r jl g jl a N �� B il\ » x // N B \ �I\ z o0 li 6 il\ , ti I \ / 6 \ \ v \ / ?I W W / L �¢ Z � U 8 5/8' MAX. 8 5/8" MAX. 3 �'16" TWO ANCHORS 8 5/8" MAX. 2p B S/8" LOCKINGEE CHARTS Y POINTS 0 N HEAD/SILL HEAD/SILL AT EACH SIDE OF IMPOST HEAD/SILL ON SHEET 4 N CORNERS SINGLE TENT WDW. CORNERS bUAL VENT WDW. SEE CHART SHEET 4 CORNERS z r- M n TWO ANCHORS W M 37" MAX 37" MAX AT EACH SIDE OF MULLION O z L`' WINDOW WIDTH WINDOW WIDTH SEE CHART SHEET 4 = O02 .. 5" MAX. 13 1/2" (� g HEAD/SILL N : U CORNERS M 0 T 9 o S / O of a u 0 Z O W t / U j a v 10 m z i M C4 _ / I m n \ I .2 d_ v o : 3 / • 3 \ i ID rnZ \ doc� xo DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER � c T ui 3 \ CHARTS SHOWN ON SHEET 4. \\ s \ rFLANGEME WINDOWS9" �i1AD ""''44D PRODUCT REVISED s14 CML as complying with the Florida n _ FLA. PE 70592 0 CAN. 38 l3ui}ding Code ^^AA D AccepfanceNo lvT�•� u iq \ I Expiration Date v ° B . 1 2015 Nfiafni age Product C. rd;rowing no04--16 sheet 2 of 11 -- - -37" MAX. _ - - - - - - 74' MAX. - - - - - - - 37° MAX. _ 37* MAX. WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH fO I 35 3/8 35 3/8" MAX. 35 3/8' MAX. MAX. 35 3/8' MAX. 35 3/8" MAX. � VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH Z 30 1/8- MAX. �' FALSE MUNTINS 30 1/8- MAX. 30 1/8' MAX. mW 30 1/8- MAX. 30 1/8- MAX. Q sq W MAY BE USED ■ z D.L. OPG. D.L. OPG. F" N D.L. OPG. N z D.L. OPG. D.L. OPG. � a g v. 8 J. I H1 i = --�IIS - i • Q < � :....: C1 �I / I� Dl E1 �I / II F \ / 8 I Ik / II i ti D• • • • I I M O5T ` / MULLION I • 7 8 I I ' .� .. ..... I k • • /II II i /II ?I I \ // /II II — I • �� 3�• • ••••• LLI ■ ■ p J I /i I e x ■ O I /,i I �� N fn 4 t 2 N / E I i/ I • N • •• •� Y N 1 / I N N d• = N I / I I: �/ I J \ 3 \ \ I y I \X m \ 3 \ \ I I v \ m \ 3 \ F \ J II II • ei ='�� • •••••• r O O M I I b •• •• p z cq O • • • I: S1 i�\ ii 61 Ij\ a // 61 \\ .e _ li it\\ z OD Li LLI / w QZ 3' 5 3/4' MAX. LI-L-15 /�" LOCKING POINTS w 3 5 3/4" MAX. 8 1/2-MAX. 5 3/4' MAX. I6 �\,\_AT TWO ANCHORS SEE CHARTS = N HEAD/SILL HEAD/SILL HEAD/SILL EACH SIDE OF IMPOST HEAD/SILL ON SHEET 4 = t- N CORNERS SINGLE VENT WDW. CORNERS DUAL VENT WDW. SEE CHART SHEET 4 CORNERS SIDE BY SIDE wows, z N r- M N 37" MAX. 37" MAX, TWO ANCHORS m M AT EACH SIDE RT MULLION O Z � a WINDOW WIDTH WINDOW WIDTH SEE CHART SHEEP 4 0 = o _N _j V J N1 / cn S N z / E N c ro W w \ 00 TJi V / N O o LA In // ;4 O W N W 4� z CL i z \ to N h h Z Z . 3 ■ _ % NN \ N O o 0 M % o m e \\ %% DESIGN LOAD RATINGS FOR THESE WINDOWS TO SE AS PER n > \ \ o CHARTS SHOWN ON SHEET 4. \ j Engr: JAVAD AHMAD PRODUCT REVISED p 2 \ CML as complying with the Florida FLUSH FRAME WINDOWS N \ FLA. PE 0 70592 Building Code \ _ \ CAN. Acceptance 1Vo 1�J'�6.n02 \ a 91 M1 f? irali n Date v \ 9 By lNia ii ado Product Con drawing no. 5 3/4" MAX.,tj - 8 1/2"MAX. 5 3/4' MAX. 18 , _ ti W04-16 HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL sheet 3 of 11 CORNERS CORNERS V ` DESIGN-LOAD CAPACITY - PSF _ DESIGN LOAD CAPACITY =JPSF - - ` - -DESIGN LOAD CAPACITY---PSF SIDE BY SIDE SINGLE VENT WDWS. DIRECTION OF DUAL VENT WINDOWS SINGLE VENT WINDOWS M GLASS TYPES 'A' do 'B' WIT OPNG. GLASS TYPES GLASS TYPES 3 OPTIONAL WINDOW DINS. A' do 'B' WINDOW DIMS. 'A' & 'H' Z I` � • 111NDOW DIMS. 1 X 3 HULL 1 X 4 MULL pR.(+) WIDTH (W) HEIGHT (H) EXT•(+) Q h �p Zd EXT.(+) EXT.(+) y� yy WIDTH (W) HEIGHT (H) INT.(-) \} Z i4 1 WIDTH (W) HEIGHT (H) INT.(-) M I" WCL INT.(-) INT.(-) W W r � 80.0 19-1/8" 80.0 a Q IL 19-1/6• 80.0 80.0 37" 24" 80.0 O O 24' 80.0 80.0 Q. 50.0 80 0 D 26=1/2"- 80.0 _ 80.0 / / 53-1/8" 80.0 / \ 26- / K \� d. 30" 80.0 80.0 / / 60" 80.0 1 F \ 30: 48, / Q: 38-3/8" 37' 80.0 80.0 H / / 72" 38-3/8" 80.0 � \ 37 80.0 / . 0. h • •••••• 80.0 )MROST i \ 42' 80.0 / i / A � . •• 42" 80.0 80.0 74" y_ = \MU%ON 8 " 80.0 " 80.0 \ � // • .•�•O w 48" 80.0 80.0 80.0 80.0 53-1/B' 53-1/8" 80.0 80.0 96" $ •• • ••.••.•• C •••• 80.0 \ j 106-1/4" 80.0 1 • ••..• 19-1/8- 80.0 80.0 \ \ I \ / 24" 80.0 \ '; 3 W w 24' 80.0 80.0 \ \ 37 80.0 \ / _ \ . . s o ••••• 26-1/2" 80.0 50.0 W. 80.0 26-i/2' 800 \\ . L��yy +- •.••.• 30' 80.0 80.0 53-1/8" 80.0 30' 50-5/8" • '�'�1 ti �• 37' 48" 80.0 80.0 MULLION 60' 50.0 37" 80.0 � ••••i• 80.0 • ��•� � 42' 80.0 60.0 72" 50-5/8" 8010 42' • • /TWO ANCHORS •.•••• 48' 80.0 80.0 74" 80.0 48" 80.0 W ' •�-' .. 0 AT EACH SIDE 53-1/8' 80.0 _ 53-1/8" 80.0 50.0 84" 80.0 TWO ANCHORS W 19-1/8' 80.0 80.0 96" S0.0 AT EACH SIDE 19-1/8" 80.0 3 FIXED WINDOW 106-1/4" 80.0 24' 80.0 �� o 24' 80.0 80.0 OR CASEMENT WINDOW '26-1/2" 80.0 80.0 FOR FIX. WOW. RATING 37" 80.0 26-1/2' �, 80.0 °nv LLJ SEE SEPARATE NOA 48" 50.0 30' 80.0 // z NLLJ 7 30" 80.0 80.0 - 50-5/8" 53-1/8" 80.0 37' 80.0 / w Q Z t` LLJ 37" 80.0 80.0 42" 80.0 80.0 go' 60' 80.0 42' 80.0 / i w 3 Q 72" �•0 NO. OF NO. OF 19-1/8" 80.0 = O = N .t 48" 80.0 80.0 N0. OF N0. OF . , = F- N' WDW. HEIGHT 0 WDW. HEIGHT KEEPERS HINGES 24 80.0 \ N m 53-1/8" 80.0 80.0 KEEPERS HINGES 74" UPTO AT SASH AT SASH _ M UPTO AT SASH AT SASH 84' 80.0 26-1/2' 80.0 L z M 19-1/8' 80.0 80.0 42" 2 2 63" 9 W M 29-1 4' 2 2 37" 80.0 74-1 4" 3 3 � 80.0 0 3 -! ^ 24" 80.0 80.0 42" 3 2 37' 80.0 \ ¢ O Z �` 26-1/2' 80.0 80.0 44-1/4' 3 3 �" SO.o 80.0 = O 30' 60" 80.0 60.0 59-1/4. 4 3 53-1/8 80.0 42" 37' 80.0 80.0 74-1/4" 5 3 60' 63' 80.0 v C4 42" 80.0 80.0 72" 80.0 24' 80.0 19--1/8' 80.0 80.0 74" 60.0 26-1/2' 66' 80.0 24' 80.0 80.0 84" 80.0 30' 80.0 ; 26-1/2' 63" 80.0 80.0 37" 80.0 19 31/6- 8D.0 N _ 30" 80.0 80.0 48" 50.0 c ' 37' 80.0 80.0 53-1/8 80.0 24' 80.0 NO. OF NO. OF it o � `^ 66' s 42" 80.0 80.0 60' 28-1/2' 72' 80.0 WOW. HEIGHT KEEPERS HINGES o � o a W 80.0 80 o UPTO AT SASH AT SASH z o 19-1/6• 80.0 80.0 72' 80.0 �• 42" 2 2 u a 24' 80.0 80.0 74" 80.0 37 80.0 74-1/4' 3 3 26-1/2' 66" 80.0 80.0 37" 80.0 19-1/8" 80.0 M D M z 30' 80.0, _ 80.0 48" 80.0 _ 24" 80.0 - LL T - _ 37' 80.0 80.0 53-1/8" 72" 80.0 26-1/2' 74-1/4' T 80.0 y n a n 19-1/8, 80.0 80.0 60' 80.0 30' 80.0 .2po 24' 80.0 80.0 72" 80.0 37' 80.0 0 o - 26-1/2' 72" 80.0 80.0 74" 80'0 30' 80.0 80.0 37" 80.0 37' 72.8 80.0 48" 80.0 19-1 8' 0 80.0 53-1/8" 80.0 Engr: JAYAD AHMAD PR complying REVISED / 74-1/4" CML as complyingwitl►!he Florida a 24' 80,0 80.0 60' 80.0 F C.A.N. 0592 Building Code 80.0 Acceptance No o a 26-1/2' 74-1/4' 80.0 80.0 72" C irali m Date r o 8 30' 78.4 80.0 74' 80.0 a u BY 37' 65.9 80.0 NOTE: Miami ode Product drawing no. GLASS CAPACITIES ON THIS SHEET ARE 0 ( ���� W04---1 5 BASED ON ASTM E1300--09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION FLANGE AND FLUSH FRAME WINDOWS 5heet 4 0f 1 DECLARATORY STATEMENT DOA05-DEC-219 1 1/6" HEAT STREN'D GLASS T "ITEM NO. PART NUMBER QUANTITY DESCRIPTION - - -- MATERIAL MANF./SUPLIER/REMARKS - 1 CM100-001 2/ WOW FRAME JAMB 6063-T6 - M I •t .090" Interlayer 2 CM100-002 2/ WDW FRAME HEAD AND SILL 6063-T6 - 3 Butacite PVB6063-T6 FOR FIXED WINDOW Z By 'Kuraray America, Inc.' 3 CM100-007 AS REQD. FRAME JAMB (FIX.) C OR 4 CM100-008 AS REQD. HORIZ. IMPOST 6063-T6 FOR FIXED WINDOW N I .090' Interlayer 6063-T6 - e SentryGlas 5 CM100-012 AS REQD. JAMB ANCHOR CLIP d 0 6005-T5 INSTALLED WITH (3) #10 X 3/8" MS By Kuroroy America, Inc.' 6 CM100-013 AS REQD. VENT HINGE C � � 1/8" HEAT-STREN'D GLASS 7 CMIOO-014 A5-REQD. . FRAME 6005-T5 INSTALLED WITH (2) /10 X 3/8' MS 0 o SILICONE i 8 CM100-015 AS REQD. FRAME HEAD/SILL (FIX.) 6063-T6 FOR FIXED WINDOW 1% 0 SILICONE DOW CORNING 795 9 CMIOO--016 4/ WDW GLAZING BEAD (LAM. GLASS) 6063-T6 FOR FIXED WINDOW O�'j • • ••••• Z-0 DOW CORNING 795 24 10 CM100-017 4/ WDW GLAZING BEAD (LAM. INS. GLASS} 6063-T6 FOR FIXED WINDOW Q m • rn 11 / M • • •• 11 CM100-018 4/ WDW SNAP COVER (LAM. GLASS) 6063-T6 FOR FIXED WINDOW • /���•� $ • 00000 ,O i! i, 12 CM100-019 4/ WDW SNAP COVER (LAM. INSUL. GLASS) 6063-T6 FOR FIXED WINDOW Q 0 ti a :.... j Ix 13 CM100-032 AS REQD. VERTICAL IMPOST 6063-T6 • O • 00000 0ie 14 CM100-021 2/ IMPOST ANCHOR CUP FOR VERTICAL IMPOST 6063-T6 A 3 a 00:006 z Z 15 CM100-022 - ANCHOR ARM OPERATOR 6063-T6 - • �•� J ••••� Is - AS REQD. SCREENS ALUMINUM OPTIONAL �• �+ • • 26 25 9 19 CMIDO-026 4 VENT FRAME 6063-T6 - ' . 0000•• 22 20 CM100-027 1/ CORNER CORNER LOCK 6063-T6 - ,+. • a 0000•• • ••app • • • VENT FIX. LITE 21 V-033 AS REQD. TREMCO TR-5804N SPONGE NEOPRENE - T GLASS TYPE 'A' 22 P-049 AS REQD. GLAZING INSERT RIGID PVC MELTPOINT 23 V-055 AS REQD. VINYL FOR LAM. INSUL. GLASS - VENT PVC DUROMETER 755 SHORE A o d 24 V-059 AS REQD, VINYL FOR LAM. & LAM. INSUL GLASS (FIX.) PVC MELTPOINT, DUROMETER 75t5 SHORE A Z 1/8" HEAT STREN'D GLASS �- OR 25 AS REQD. 3/16" X 3/8" X 4" L.G. SETTING BLOCK EPDM DUROMETER 80+5 SHORE, A W lel 5/32" TEMP. GLASS 26 AS REQD. 1/8" X 1/2" SINGLE FACE TAPE - - w Q Z 1/4" AIR SPACE 27 P-025 - PLASTIC CAM M & M NYLON - w U > 1/8" HEAT STREN'O GLASS 30 CO25 & C035 - SINGLE ARM OPERATOR ST. STEEL ROTO HARDWARE SYSTEMS O Q N 31 - - - - - = jScv a in .090" Inlerloyer - ROTO HARDWARE SYSTEMS Z N I- M N Butacite PVB 32 LB05-6645 - 3 POINT LOCK ASSEMBLY 0 'Kuraray America, Inc.' 33 GT553 - GUIDE HOUSING - ATTACHED W/ (3) �8 X 3/4" SMS 2 : J 090" Interlayer 34 GS001 - STRIKER ATTACHED W/ (3) 18 X 1/2" SMS O z � SentryGlos 35 #10 X 1" 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHL. SM5 o V o g By Kuroroy Americo, Inc.' ST. STEEL FH PHL. SMS g 0) 36 #10 X 1/2" 2/ CORNER VENT ASSEMBLY SCREWS 1/8" HEAT STREN'D GLASS W 37 #10 X 3/4" 4/ CORNER IMPOST ASSEMBLY SCREWS ST. STEEL PH PHL SMS V z m SILICONE 3g g10 X 3/4" 2/ SIDE IMPOST ASSEMBLY SCREWS ST. STEEL FH PHL. SMS i SILICONE DOW CORNING 795 g DOW CORNING 795 24 39 CM100-032 AS REQD. FLUSH ADAPTER HEAD/SILL 6063-T6 - "o \ 40 CM100-033 AS REQD. FLUSH ADAPTER JAMB 6063-T6 12 U N O = 4 0 ,Lz 3E 00 el 4 a U Z K Z 26 25 1 p _ _ - n - _ in 23 moo ^ o .- 0 _ VENT FIX. LITE `� Q Q GLASS TYPE 'B' GLAZING OPTIONS $ .o Engr: JAVAD AHMAD fiRObUC3'REVISED c CML as complying with the Florida I iv a FLA. PE 70592 Building Code \ C.AN. 538 ^ t Acceptance Nat d� � m NOTE: E Ira io Date IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'B' MUST BE TEMPERED. n B? ' '� �1,1� Miami adcPneduclCo trot drawing no. W04-16 sheet 5 Of 1 1 - —TYPICAL ANCHORS U - -- TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT HOME-SHOWCASE - SEE ELEV. SHEET 2 TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING SEE ELEV. SHEET 2 FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 0 1 BY EDGE DIST. Z y Z N J WOOD BUCK u z 0 EDGE DIST.' 2 WOOD CK N O TYPICAL ANCHORS: SEE ELEV. FOR SPACING }• m a d' '4q °- - Q O OR a d - A- ° d EDGE WO RUCTURE 1/4" DIA_ ULTRACON BY�LCQ (Fu-177 KSI, Fy=155 KSI) 4 'e Q; DIST. \ 3 I 1/4" HILTI KWIK-�COt� (Fu-138 KSI, Fy=137 KSI) O •� • 03 INTO 29Y WOOD BUCKS OR WOOD STRUCTURES a • I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) o a dp ' • •• 39 v=i THRU 1BY BUCKS INTO CONC. OR MASONRY . •0 • ;....: A 1 1-1/4" MIN. EM13ED INTO CONCRETE (HEAD/SILL) • 4a o :$ • •• 2 2 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) • a•,� • • ••••• ODIRECTLY INTO CONC. OR MASONRY a LLI • • 21 TYPICAL ANCHORS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U) s M •••• • METAL SEE ELEV. SHEET 3 METAL 1-3/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) J� � ��•" 19 STRUCTURE FOR SPACING STRUCTURE ; •ZZ ��yy .y� • • 1� Y1 cl F h :••••: I: TYPICAL ANCHORS (GRADE 5 CRS) • •• SEE ELEV. SHEET 2 • ii EDGE FOR SPACING INTO METAL STRUCTURES 171 DIST. EDGE DIST. - STEEL 1/8 THK. MIN. (Fy = 36 KSI MIN.) � jj ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) v 3 914 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) z co INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.= 1/8") en �' I � (NO SHIM SPACE) Q LLJ '` i I M i; ;• iU TYPICAL EDGE DISTANCE w 3 Q N CL I INTO CONCRETE AND MASONRY = 2-1/2" MIN. N I- N 0 IT , i, i INTO WOOD STRUCTURE = 1" MIN. z r K) c:, w O oI Ld INTO METAL STRUCTURE = 3/4" MIN. j 3 M z �+ MIAMI-DADE COUNTY APPROVED Q z LL_ u MULLION & MULLION ANCHORS WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. _ _. > SEE SEPARATE NOA CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. o W ' w EDGE C-90 GROUT FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. M W N � DIST. U 'I N SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITHz W2 2 JOINT SEALANT. 0 8 8 f I TYPICAL ANCHORS W SEE ELEV. SHEET 2 o i FOR SPACING w V a a I' 30 z a TYPICAL ANCHORS 27- SEE_ ELEV..SHEET 3 19 li 021 „ FOR SPACING - 18Y O WOOD BUCK 0 o no d o � oopr 39 �^ - 1/4' X 3/8" 21 2 WEEP SLOT AT EACH END FaEngr: JAVAD AHtAAD PRODUC"f REVISED CML as complying with the Florida _ �A FLA. PE 7092 T3ilding CoDTdafeote �''�'��•o2�`q i o C. N.�5 Accep Expiration 3 i Q, od \ D e v 9• D p v D 1 4 zo Mialn' ade Product Crni drawing no. v TYPICAL ANCHORS 4 ,. d D N ° , ? SEE ELEV. SHEET 2 M TYPICAL ANCHORS � a a V I- Z" tlll W04-16 ' • ' - •9 a � I FOR SPACING '' I 5EE ELEV. SHEET 2 EDGE DIST. EDGE DIST. FOR SPACING EDGE DIST. • - sheet 6 of j 1 o " o _ _ _ _ _ _ _ _ O •�' • TYPICAL ANCHORS : • • •� SEE ELEV. SHEET 2 �. • FOR SPACING • I.• •• "'•• rl • • • 0 W � • t/SHIM X Q O 1/4" MAX. • 116 Q Q�Og ••�••� C SHIMS TYPICAL ANCHORS °� ••••• SEE ELEV. SHEET 2 O• • ..•••• 32 FOR SPACING • ; L�(q • TT6, • Ill2METAL a �i�STRUCTURE — :o �'{zp �••••� ----------------------------- ---------, TOC4 pW - = I 13/4- po1BY S WOOD BUCKS EXTERIOR 19 21D.L. OPG. a vENT wlomWE WINDOW WIDTH W M M SINGLE VENT WINDOWS o = z � On o c3 1\ TYPICAL ANCHORS V N SEE ELEV. SHEET 3 FOR SPACING 1 D 1 3/8" MAX 1/2" MAX TYPICAL ANCHORS SHIM SHIMSLFrR ELEV. SHEET 3 W w PACING 37 40 1 40 ow N W w OMETALSTRUCTURE _ oNi � aa � 4 2" MN. - Lj ATpFUUSH ° g+OAPTER " " .ONLY o pyo ^ moo C, 0 W 4' ° •� r0 O O 4 O En r. JAVAD AHMAO A • 9 CML 1'RODClC7 REVISED FIA PE 70592 as complying wide An Florida budding Code C.A.N. 538pcctplance Alo m o" E. iratto Date � � c ° v `� v` u By Miami e c Product trot drawing no. t� 2015 W04-16 sheet00f 1 1 ol— TYPICAL ANCHORS TYPICAL ANCHORS SEE E EVFOR SPACING 3 SEE ELEV. SHEET 2 Z m FOR SPACING O O 0 0. 1/4" MAX. to N 1BY SHIMS C 8 Ov - 29Y W BUCCKK 1/ 4" SHIM - _ _ _ _ WOOD.BUCKS - _ q p� . .Q • �Y •i •••••• WOOD STRU TURE MAX. 13 0.. • •• 14 F-1v Q� � • - --- ---- �� ...... C� — O • Q ai • •••• o w ; •1L go z • ..... J NN ' w • ll� WeirG � :.... TYPICAL ANCHORS v • • •• • • SEE ELEV. SHEET 3 • FOR SPACING D.L. OPG. EXTERIOR D.L. OPG. ° D' • Do E 1 VENT WIDTH - VENT WIDTH 26 WOOD BUCK 1/2" SHIM WINDOW WIDTH o OR MAX. co WOOD sTRUCTU DUAL VENT WINDOWS ww V) V 2" IN. O x N -t S AT FL H 1 X 3 X 1/8" TYPICAL ANCHORS 2 F � c, W ADAPTE 1 X 4 X 1/8" SEE ELEV. SHEET 2 (n to M `O o ONLY ALUM TUBE FOR SPACING Z w Ira N 40 (6063-T6} 5 O Z TYPICAL ANCHORS 1/4" MAX. o = c) - O O SEE ELEV. FOR SPACING SHIMS o n \ 1/4" SHIM d.v V 04 28Y WOOD BUCK 4 OR MAX. o. WOOD ST UCTURE --- ---- V y- I _ w _ v RM t JUT .c.:.._..... .—_—_.. 1 3/4- -4a ry ce cc" _. O w _ o x d° CL 5 C 4 w a 0 • a � N ' a t'u �+ y � a 0 � i w � D D.L. OPG. EXTERIOR - D.L. OPG. 1\.� - - - y n vi n O O q VENT WIDTH VENT WIDTH o do H 1 wlNDow WIDTH WINDOW WIDTH I ar WOOD SIDE BY SIDE WINDOWS Engr: JAVAD AHMAD PRODUcr REVISED cKs N CM/L es complying with the Florida n x FLA. C.A N. 3538 92 Building Code Q Acceptnncc No _ _ fi•piralia�Date ��ra � � ,� � By,- ` Kliami )ede Product n drawing` no. - U W04--16 40 sheet 8 of 11 TYPICAL ANCHORS TYPICAL ANCHORS - - IV - - - SEE ELEV. SHEET 2 SEE ELEV. SHEET 3 /w FOR SPACING I FOR SPACING �1f 3 EDGE DIST. N EDGE DIST. / 2 ' -t 0 1B z 1SY. (94 v 4 n M F WOOD BUCK-. n 4 AN F- o WOOD. BUCK 4 d °4 a �' eG e. a. e4 °. 6C e�' d -• 4ad I ° ° ° 4a• d •° I ad - a ° il• o � U 7. • .fir, $ • . .....• -TYPICAL ANcrtoRs ¢ • i x 39 , S SEE £LEV. SHEET 2 � �ti ••••• to rn FOR SPACING • • C • • •..•• i 1/4" MAX. • •W�W; • I; •t� • • 8 SHIMS � � v! � ••••� I ACCESS HOLE y I NO J •� • • :•••• I •.> iiirrrlll •F � •; '; II I 5 � • � � • ,I II i • O � I n h d ,I II I v t0 Ix j O III I 1 3/4" 3 '� Z n I; li O {y II ,I II LJ Q Z 19 II • 3 1 BY Q z W 4 3 v WOOD BUCKS _ N n N LO WINDOW WIDTH z N K w O 2 a 0Zu n 1 g 2 TYPICAL ANCHORS o F- SEE ELEV. SHEET 3 N g r IZ+' 4 FOR S3 . PACING V O 1/2MAX. rK _ ( SHIMS a 2 m I Q • i I I D 0 W N LLW ° J O 4 o a Ir 1 �I c I ? - - G Z a ACCESS HOLE 2' MIN. y I ' a AT FLUSH _ _ _ _ _ ADAPTER. - - - - - ACCESS HOLE II ONLY'. a . - - - - - - - -- - - o. 3 0 Ub 39 9 2 I S N WOOD BUCKS Li a � M1 •- - a ._ 1 4 0 Engr. JAVAD AHMAD PRODUCT REVISED o , Q a 4 0 a CML as cenlplyi:14 with the Florida n 4e ° n 44 FLA. PE 1 70592 I3nilding Code t� o d 4. :a C.A.N. 538 Acceptance No l E iration Date I��U $ o e ? a d ° ° I. .e ° . 1 o- y 4 a d e 4 ° a 4 '.x 41CAL ANCHORS BY ° n i 9 I TYPICAL ANCHORS 2 0 SEE ELkV. SHEET 3 Miami adc Pr ucl of drawing no. a ° SEE ELEV. SHEET a ' 4 <z FOR SPACING q �h a lI FOR SPACING N a Q o 1 JS V 5 W04--1 6 EDGE DIST. EDGE DIST. sheet 9 of 11 --- - V � - 2.028 1.828 %� ID� .683 .562 .062 TVP. 1.936 �{ / 062 TVP. O F z 2.885 1.375.875 062 2.625 .125 }" E N 090 I --Tff0.078 - 1.934 90 U 1.885 .688 062 • • 9 _ ••�1.736 1.906 OW39 • A•� C"° � ••�•• 2 FRAME HEAD/SILL 4 HORIZ. IMPOST t9 VENT STILE FLUSH ADAPTER HEAD/SILL • Q� •• 'p 0 ..... 3.062 w 6.124 ' • 3 • 2.582 • •W y '; •• -�{ 683 • 3 � � ••••• 181 I J � •� • • Q of IF �+ • .. • • =.062 .062 Tom• a 125 a 2.000 FF - 2.125 .141 1.708 1.906 - W .062 3 L I 3- 0 0 .625 F� 3 W IIS 2.500 U.500 1.250 V) w w Qz 8 U O FRAME JAMB 13 VERT. IMPOST 40 - w 3 750 312 FLUSH ADAPTER JAMB O = 04 2.000 .304 y In M N 1.062 W 062 .062 .469 O Z 2.000 IICD .500 2.500 I•�-.958 � U � L1.875 -� U N M 875 GLAZING INSERT .875� L 312 22 RIGID PVC II �n L2.125 2.500 I [-.090 3 FRAME JAMB (FIX.) O FRAME HEAD/SILL (FIX.) 2p CORNER KEY w 0 0 W W W R W 1.203 { .110 .734 I 2.750 .050 TYP. I z a z 875 094 .969 - 907 - � . ` - - - - - - - - - - - - .062 d 1.583 y �' TYR f 1 p �t .912 L 1.315 1 O I ---- 0 0 9 11 p F=- 2.187 O GLASS STOP (FIX. LAM. GL.) SNAP COVER (FIX. LAM. GL.) 5 JAMB ANCHOR CLIP t4 IMPOST ANCHOR CLIP _ .250 PRODUCT REVISED 'o 1.072 Engr. JAY MLAHI6AD as complying%vith the Florida �i N 062 .110 {-�- �.562� FLA. PC 70592 Suilding ' de 0 TVP. I C.AN. 538 Acceptance No 1s"��6.Q + 050 TVP. 9 5 �- 1.561 O 35 E piration Date $ $ 969 907 535 y 0 Miatni adc Product t drawing no. I F .945 .738 1.699 ��44 1 --j '?1)1, W04�1 6 10 �•542 Fes- 12 GLASS STOP (FIX. LAM. INSUL. GL.) SNAP COVER (FIX. LAM. INSUL. GL.) 7 FRAME HINGE 6 VENT HINGE sheet 10 of 11 d 20 36 0 � � tNDI N LL O^1 •m� W h • • • • • • O• I !!������QaQa • I g1 f ds • in ..3 I • o 0 z co W FRAME CORNER m z U VENT CORNER Lu 3a O N d = Imo— N N U} to `c Z ^ 17 N W 73 - 0 u- _ . M C0 38 W La N L 0 W F W � W � W a W V L l� S d Z CL H7 V V 2 m Z • Vj n N in � O O O h O p p nippp W q) c c� z Engr: JAVAD AFitMD PRODUCT REVISED in CML as complyini with the Florida ,0�� FLA- PE C.A.N. W92 Building Code 15.041b•Cx o Acceptance No o • E iration Dat `*` t9 a 13y AIA- ZU15 Mian Dadc Prodact drawing no. 37 W04-16 IMPOSTCORNEsheet 11 of 1 1 39 5/8" MAX. - - - 76" MAX. (5) ANCHORS - DOOR FRAME WIDTH DOOR FRAME WIDTH AT STILES END o 11" AT 3" O.C. M 4" MAX. MAX. 4" MAX. HEAD/SILL A SURFACE APPLIED 001 z HEAD HEAD/SILL A _ Z 0 CORNERS SILL CORNERS I '`\� FALSE MUNTINS W MAY BE USED Q E n a I I I~' a+ O p o 0 �� •� v !I I II / I I \ II • Q •LL • •••••• ---�I-- / I / \ I I _ • ,+ V Ill 0)bf •• / M� rl• • •••••• N O Io Y / 4�POINT DEAD BOLTLLJ LOCK OPTION-\ x w �' `f d LOCK OPTION // }I • .1• O • •• _ ,�� = i p SEE SHEET A _ ,� i rip SEE SHEET 4 =__ 'I : �) ¢M Q•w •.••:• - ---U----- \ �� -----Fi---�- --\- ----- I -(T-____ I \ / rD00RS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. a SHUTTERS ARE NOT REQUIRED. W OD cn rn � Z M SERIES 100 ALUMINUM FRENCH DOOR WJ SIDELITES o F v LL APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS 00 W ACTIVE \I ACTIVE,- \' /'INACTIVE WITH OR WITHOUT SIDELITES. Z d o N SIDE LITES CAN BE ON ONE OR BOTH'SIDES OF DOOR. n ^ M (A 1 1) N SEE TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES g 00 W B t1" mW ON SHEET 1.a� MAX. ¢� SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3.28^ 1,01 10 28" HEAD � �v SEE TABLE 4 FOR SiDELITE AND SIDELITE MULLION CAPACITY ON o � Z M D.L. OPG. D.L. OPG SIH- SHEET 4. " THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION �; O o ¢ _j 36 7/8. 36 7/8" (7) ANCHORS CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM. "' r` I- 1. AT STILE END LEAF WIDTH LEAF WIDTH AT 3" O.C. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE TYPICAL ELEVATION TYPICAL ELEVATION REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE ( X ) ( XX ) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). m m W WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER DOOR OPTIONS LOADS TO THE STRUCTURE. 8 8 Im TABLE 1 TABLE 2 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS g 1W of dy EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ff, 15 DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF a a ` a SINGLE DOORS (X) DOUBLE (XX) ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE EM 0) a DOOR DIMS. LAMINATED GLASS DOOR DIMS. NOT PART OF THIS APPROVAL. a a LAMINATED GLASS FRAME LEAF FRAME - - FRAME � 'LEAF FRAME A LOAD-DURATION INCREASE-IS USED IN DESIGN OF�ANCHORS INTO WOOD ONLY. - - WIDTH WIDTH HEIGHT EXT.(+) INT.(-) WIDTH WIDTH HEIGHT EXT.(+) INT.(-) ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 39-5/8" 36-7/8" 98" 55.0 80.0 76" 36-7/8" 98" 65.0 80.0 o o r MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT o o N NOTE: COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE a0i c: a m � COMPLIANCE WITH EGRESS REQUIREMENTS TO BE REVIEWED BY REQUIREMENTS Of THE FLORIDA BUILDING CODE. BLDG. OFFICIAL PER FBC, AS APPLICABLE. ,� 4 NOTE: Engr. JAVAD AHMAD o FLUSH BOLTS AND LOCKS MUST BE CML t WODUCT kKV1 10 I iv a FIA. PE 592 NCOb IM w ENGAGED TO HEAD AND SILL DURING ! PI! B' IU4 Mro Mloe'W11 0 .- PERIODS OF HURRICANE WARNING. CAN. 5 ➢«oMirO KQ S-u1o1D.o3 0 o a t DOOR LEAF HEIGHT = FRAME HEIGHT - 2.250" y NOTE: DOOR LEAF WIDTH (X DOORS) = FRAME. WIDTH - 2.750 "6J a t ��ri6°"�e a 2u 1Y1 H GLASS CAPACITIES ON THIS SHEET ARE DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH -- 2.250")/2 Mt drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGHT = FRAME HEIGHT - 12.250" } »fIM>R D Qet AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.625" W13-03 DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 sheet 1 of 1O (6) ANCHORS (5) ANCHORS o AT DOOR MULLION AT STILES END I FRAME HEAD 201 1/4" AT 3" O.C. Z 41 3/4" z ANCHORS 111 2 76" 41 3/4" 41 3/4" O z SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH. SIDELITE WIDTH AT)SIDELITE MULLION Q 2 a - 4 MAX 3" 3" 3" 6" FRAME HEAD T Y O p N V HEAD SILL TYP. - TYP. _- TYP. a CORNERS ���, F �� • i • •••••• • �N M•• •• / I \ II I • 1Y N 0•N ••�••• SURFACE APPLIED . C . • FALSE MUNTINS J!7 Q •� •••• • IL MAY BE USED Q g•� • yl4 - W �F4 / ll� n� N n- d tn m (r) O / M 2 W -- I -_JlM O \ \ O -- 11 --- 1 J \ --,{-t0 Jtn ! M J 00 0 rn IIaD p rn p 11 O00 II it II � Z v or 0x I/ O M LL- j if jl X m C9 O a. w ~ 9.0 ONi O ^ M rn 00 Go I II I $ J zLL- ACTIVE���� I �. INACTIVEf w O g f1" MAX Q z HEAD to v SILL 38 5/8" 28" 38 1/4" 38 1/2" (7) ANCHORS D.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG. o o AT STILE ENO AT 3" O.C. (4) ANCHORS (4) ANCHORS HI-PROFILE SIDELITE g o AT DOOR MULLION LOW-PROFILE SIDELITE AT SIDELITE MULLION TOP & BOTTOM FRAME o FRAME SILL TOP & BOTTOM FRAME FRAME SILL v a �' a TYPICAL ELEVATION ( OXXOO ) _ (SEE INSTRUCTIONS IN SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING) NOTES: n ,, 1. DOORS ARE VIEWED FROM OUTSIDE. c � 2. FRENCH DOORS WITHOUT INSECT SCREENS. ° o N SIDELITE OPTIONS r) o i 1 Engr: JAVAD AHMAD fl`iZODUCT KYVf�f7D M y a CML as complying-with d-pled'* GLASS D.L.O. DIMS. FLA. PE 70592 guiding Code o C:A.N. 30 IYo D.L.O. HEIGHT (HIGH PROFILE SIDELITE) = FRAME 'HEIGHT - 14.375" Vicar'tim D r ,off aol- D.L.O. WIDTH (LOW PROFILE SIDELITE) = FRAME WIDTH - 4.50" E'ea H D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.875" by c— D.L.O. HEIGHT (DOOR) = FRAME HEIGHT - 12.250" fNk� Pr�sN drawing no. D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.625" W13-03 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 , sheet 2 of 10 TABLE 3 - 42 3/4" - - — - 42 3/4" - - - 111111m� o DESIGN LOAD CAPACITY - PSF FRAME WIDTH FRAME WIDTH STATIONARY �[ Mo 4" MAX. 4 MAX. •� FRAME FRAME HEAD SILL HEAD/SILL M PANEL (0) / WIDTH HEIGHT CORNERS CORNERS os J INCHES INCHES EXT.(+) INT.(—) z 41 3/4 65.0 80.0 Q W N I 42 64.6 79.5 — -- 00 G 0 45 82 1/2 60.3 74.2 C j N v 48 56.5 69.6 • d Lu p 'aLLQ ' ••••• 41 3/4 65.0 80.0 ti • 42 64.6 79.5 H H • � � M• • ••••• 45 84 60.3 74.2 • z l IXM•8 • • 48 56.5 69.6 i '0' p O '•••• i 41 3/4 65.0 80.0 j •� N C 42 90 64.6 79.5 J x / • rig•W y LL 0 •••••• 45 b0.3 74.2 = ao / _ -, ao / : 'LYYULL.. D O E v • 41 3/4 96 65.0 80.0 m � M J m UJ M • a W OM1 g, • ••••i• 42 3/4 64.6 79.5 °D ci Qq °i o • • "•��" • • 41 3/4 98 65.0 80.0 42 3/4 63.5 78.1 a I q--, QODQ m 7 O N tn z M O w S � < Lm Z awe CL ~ 10 cj G 11" G� mw � OU r r7 MAX. MAX. m z -� HEAD HEADp a m 3: J SILL SILL 1O o 38 1/4" 38 1/4" o g v it 0 0 Q O.L. OPG. D.L. OPG. w w cn 10 r` F- HIGH PROFILE SIDELITE LOW PROFILE SIDELITE I LD 7l U U 11 O C C Nia w FRAME WIDTH a d aNi �, a cc a TYPICAL ELEVATIONS 6 NOTE: N NE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTME1300-09 (3 SEC. GUSTS). L M Engr: JAVAD AHMAD n Or CML fI ODUCI'kF VIbED I FLA. PE t 70592 "conoplying-WIth At Plod& G C.A.N. 3538 yI fg Code r a tEtplrNMe Dw1r 2o�y drawing no. WkWA4&j�W W13-03 sheet "3 of 10 TABLE_4 - - - - - - - - _ - - - - 39 5/8"- - - - -39 -5/8" - -- 39-5/8" - - - 39 5/8" - 39 5/8" - v MAX. SIDELITE SIDELITE MAX. SIDELITE MAX. SIDELITE SIDELITE MAX. SIDELITE MAX. Q = 0 MULLION/SIDELITE DESIGN LOAD CAPACITY - PSF DOOR WIDTH WIDTH DOOR WIDTH DOOR WIDTH WIDTH DOOR WIDTH DOOR SIDELITE DOOR SIDELITE TO SIDELITE SIDELITE TO DOOR FRAME W. TFRAME W. [FRAME W. FRAME W. FRAME W. �I _ _ M FRAME FRAME SIDELITE W/O REINF. WITH REINF. W/O REINF. WITH REINF. HEIGHT WIDTH WIDTH / F F' / / / \ 0 INCHES INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) J / / / \ X zd 24 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 C / H / C / / K \ i 30 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 _ O O 36 65.0 80.0 65.0 80.0 65.0' 80.0 65.0 80.0 39 5/8" (X) 0 82 1/2 76" (XX) 41-3/4 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 rn \ - - \ J \ K H \ ��p • • •• • LL 42 64.6 79.5 64.6 79.5 64.6 79.5 64.6 79.5 \ \ \ \ 45 60.3 74.2 _60.3 74.2 60.3 74.2 60.3 74.2 G G• \ \ \ / • �•o ui ei :• . •...: 48 56.5 69.6 56.5 69.6 56.5 69.6 56.5 69.6 \ \ \ \ / • �•�M c • •• • 24 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 • 'O'CL C C • • 30 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 ( XO ) ( 0X0 ) ( X00 ) ( XOX ) A�y•(� N F • 06:00 ( OX ) ( 00X ) • iir.fl[ Z J N •0*•• 36 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 w ti 0 0 39 5/8" (X) - - - SIDELITE 76" MAX.. SIDELITE 76" MAX. SIDELITE SIDELITE SIDELITE 76" MAX. • •Z - ••• 84 41-3/4 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 ss. 76" (XX) WIDTH DOOR FRAME W. WIDTH DOOR FRAME W. WIDTH WIDTH WIDTH DOOR FRAME W. : •.ei•� t0 Q • �• 42 64.6 79.5 64.b 79.5 64.6 79.5 64.6 79.5 _ _ • Q to 0) M • • 06960 45 60.3 74.2 60.3 74.2 60.3 74.2 60.3 74.2 • • 0 • 48 56.5 69.6 56.5 69.6 56.5 69.6 56.5 69.6 / \ / \ / \ . ; • 24 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 J // // \ J J // C • 30 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 W I 39 5/8" (X) 36 65.0 78.1 65.0 80.0 65.0 80.0 65.0 80.0 M w s 90 76" (XX) 41-3/4 65.0 69.0 65.0 80.0 65.0 79.5 65.0 80.0 3 \ E / \ E / E \ E / N co 42 64.6 68-6 64.6 79.5 64.6 78.6 64.6 79.5 \ / Z n 45 60.3 64.9 60.3 74.2 60.3 74.2 60.3 74.2 \ / \ / \ / 0 La 24 65.0 80.0 65.0_ 80.0 65.0 80.0 65.0 80.0 30 65.0 75.3 65.0 80.0 65.0 74.0 65.0 80.0 -- -- 0� p 39 5/8" (X) -` -` z d H to N 96 36 63.8 63.8 65.0 80.0 65.0 68.8 65.0 80.0 OXX ( OXXO ) SIDELITE ( XX00 ) STILE END FED C,4 76" (XX) 41-3/4 56.2 56.2 65.0 79.7 65.0 64.7 65.0 80.0 XXO ; MULLION ANCHOR ( OOXX ) ANCHOR SEE SHEET 2 SEE SHEET 1 o U rs 42 55.9 55.9 64.6 79.3 64.6 64.5 64.6 79.5 00 0D SIDELITE 76" MAX. SIDELITE SIDELITE o m � _j 24 65.0 80.0 65.0 80.0 65.0 75.5 65.0 80.0 o O Z � 39 5/8" (X) 30 65.0 70.6 65.0 80.0 65.0 69.5 65.0 80.0 WIDTH DOOR FRAME W. WIDTH WIDTH J _ n 98 w � p � ... 76" (XX) 36 59.9 59.9 65.0 80.0 64.6 64.6 65.0 80.0 it O 00 Q 41-3/4 -52.6 52.6 65.0 74.7 60.7 60.7 65.0 80.0 INSTRUCTIONS: / \ v 0 r` L" USE CHARTS AS FOLLOWS. J Ho- 1• SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM i :ii \ TABLES 1 OR 2 ON SHEET 1. % w �� 2. SELECT SIDELITE AND SIDELITE MULLION CAPACITY FROM \ E / vzi TABLE 4. O W N 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY \ / o u3i TO ENTIRE SYSTEM. a 3 4. SELECT LOCK OPTION AND CORRESPONDING IL o MAX. DESIGN LOAD FROM SHEET 4. a z ( OXXOO )MAX. 5 PANELS OOXXO ) - - - NOTE: 0 D O N REINFORCING REINFORCING GLASS CAPACITIES ON THIS SHEET ARE y o o N AS REOD. AS REOD. BASED ON ASTM E1300-09 (3 SEC. GUSTS) i o 0 o SEE CHART O O SEE CHART O AND FLORIDA BUILDING COMMISSION cam u I DECLARATORY STATEMENT DCA05-DEC-219 M r it I I' Engr: JAVAD AHMAD o jlll iil CML f'Iil1000T kRVibliU Iq FLA. PE 70592 Y complying-wllb Ike Fled& o i 9 I �N CA N. 538 Nrklirg Code p L "L Aeeepteree Na 15-ul0Is.0 Y 39 5/8" (X) 39 5/8" (X} , Etpiratior Qetc t•NY HLl SIDELITE WIDTH SIDELITE WIDTH 76" (XX) d SIDELITE WIDTH 76" (XX) IU ----�, --r drawing no. DOOR FRAME WIDTH -r� DOOR FRAME WIDTH Q if W13--03 SIDELITE TO SIDELITE WITH DOORS SIDELITE TO DOOR sheet 3.1of 10 LOCK OPTIONS: V ACTNE LEA f: ACTIVE LEAF: HINGES: �� o SURFACE MOUNT DEAD BOLT LOCK 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 38-3/4" 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE M AT 44-3/4" FROM BOTTOM, KEY OPERATED ON FROM BOTTOM PART #FD-107 BY SULLIVAN & ASSOC. Z I EXTERIOR AND THUMB TURN ON INTERIOR HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS 3 HINGES PER LEAF C FASTENED TO ACTIVE LEAF LOCK STILE WITH ENGAGING AT HEAD AND SILL W N AT 9 (2) #10-32 X 2" OH MS KEY OPERATED ON EXTERIOR AND THUMB TURN ON " FROM TOP AND BOTTOM AND AT MIDSPAN � d � � (2) #8-32 X 1/2" FH MS INTERIOR (SPACING NOT TO EXCEED 40" O.C.) LEVER TYPE METALLIC HANDLE AT 38-3/4" FROM HANDLE FASTENED TO LOCK STILE WITH HINGES FASTENED WITH #10 X 1" FH SMS O 0 M o BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE (2) #8-32 X 2" OH MS (5) SCREWS AT HINGE STILE WITH (2) #8-32 X 1-1/4" PH MS. CENTER LOCK FASTENED TO LOCK STILE WITH (6) SCREWS AT FRAME JAMB •0 • • AND (2) #8-32 X 1/2- FH MS (2) #12-24 X 1/4- FH MS 09900 CONCEALED FLUSH BOLTS BY 'REGENT' • L!j N 14 i • INACTIVE DEAF: • •• MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, ' • dl • 0i•00• . LOCATED AT 11-1/2" AND 87-1/2" FROM BOTTOM • �•�� g • • FASTENED TO LOCK STILE WITH CONCEALED FLUSH BOLTS BY 'REGENT' �.a G p i"" #8-32 X 1/2" FH MS (2) SCREWS PER BOLT MANUALLY OPERATED LEVERS MOUNTED ON ' A•�rij • ' 0000• INSIDE FACE OF STILE LOCATED AT N O • INACTIVE LEAF 11-1/2" AND 87-1/2" FROM BOTTOM ' w n a � • • 00000 FASTENED TO LOCK STILE WITH • •w N = 0 0•00f CONCEALED FLUSH BOLTS BY 'REGENT' #8-32 X 1/2" FH TC MS (2) SCREWS PER BOLT • •�l•Z 0 Q J • •0 MANUALLY OPERATED LEVERS MOUNTED ON • INSIDE FACE OF LEAF STILE LOCATED AT ' Q ,0i 9 V. 11-1/2" AND 87-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH ' • :"'• #8-32 X 1/2" FH MS (2) PER BOLT = ' 6 39 5/8" 76" 39 5/8" 76" cotn o Co U Z I I U Z N Y7 o o_ // 1 // II \\ U o- O w n � V) I I W Q tL o / I /�� I \ oz z / i I / / I / \ c� OLd 00 00 z a. ~ rn I I I g J N a � z � � \ j \ i / ACTNE \ jp (n ACTNE \ (/INACTIVE ACTNE \ I ACTNE \ I ;/INACTIVE — I 0 o f4' G U 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREWD GLASS u o u, .090" Interloyer .090" Interlayer .090" Interlayer o c$ Soflex Clear And Color Glass DuPont Butocite PVB DuPont SentryGlas w o By 'Eastman Chemical Co.' By 'Kuroray Americo, Inc.' By 'Kuroray America, Inc.' 01 U N Zi a o 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS a a z SILICONE SILICONE SILICONE GE 2800 GE 2800 GE 2800a " h SILICONE SILICONE SILICONE ya g C N z GE 2800 y GE 2800 z F GE 2800 Z m •5 o 0 (L \ i� `�� \ g i� `�♦ \ ii l �` 13 20 1 1 1 of I \ Engr: JAVAD AHMAD PKrJDUCT kKVlb� n o I II 0 1 II II 1 CML �tcomplying-"06 Ae�iW I II r \ 1 t ! I CA.N. 538 Bewail Codt o I T Q I ! FLA. PE 70592 Cr Ir of W 19 i/ 0 19 i/ 9 19 /// \ / \ B��tion Oak�o J1o.03 o u � r Pl O h 9 U / w \ 29 AT t/4 POINTS ON LITES GLASS TYPE 'G1' GLASS TYPE 'G2' GLASS TYPE 'G3' WIDER THAN 36" ONLY A drawing no. GLAZING DETAIL AT SIDELITE K W13--03 GLAZING OPTIONS sheet 4 of 10 OR 2BY TYPICAL ANCHORS EDGE DIST. WOOD BUCK w �� o EDGE DIST. SEE ELEVATIONS y SEE NOT SHEET 1 METAL Oj FOR SPACING n; s: , CONCREtf".- + I o STRUCTURE M 1/2" MIN. a a - .. ., • • EDGED ao a EDGE DIST. CO THROW BOLT a I = Z rP z \ 0 PENETRATION : CONCRETE 1 w Q IL In -2 w 00 C 0 _ z a z cx z Q w N U a a � N 23 g � w gcr� w � w : mx m2 a mx w v M j i uu I I 1 II } ¢cn c \ av1 � \ Qtn � • O•� fA� .• • • ••••• O ==J M O O M O ' w • /4 5 i l I i J TYPICAL ANCHORS J TYPICAL ANCHORS J TMSEEAE ANCHORS M • •••.: I 22 SEE ELEVATIONS SEE ELEVATIONS -------------------� a i1 p a rl FOR SPACING FOR SPACING FOR SPACING Ir-------------------- • • •• p • . MIAMI-DADE COUNTY APPROVED I • rit •••• CLIPPED MULLION I I • O i I I I I I SEE SEPARATE NOA I I 04 w (i'^ • ••••• II II I 1 II II • •�i (n _•O ••�••• L i -- . �• 1 G • •• WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. vv- TYPICAL ANCHORS 5 °p II , TYPICAL ANCHORS: SEE ELEV. FOR SPACING SEE ELEVATIONS o m I FOR SPACING \ M 1 1/4" DIA. ULTRACON BY 'ELCOZ' (Fu=177 KSI, Fy=155 KSI) O w v INTO WOOD STRUCTURESo I; v � 1w, 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) a. % JL ca O w20 DTHRU 1 BY OR 2BY WOOD BUCKS INTO CONIC. OR MASONRY z 1- c10 o _ o f 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL) O r r✓} ,' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ¢ U "} W DIRECTLY INTO CONC. OR MASONRY o z 1i o �I 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) W o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W O o Q J 114" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) --T� INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES (HEAD/SILL/JAMBS) cn STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) M a m 4 H1111 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) R of° ul ps TYPICAL _EDGE DISTANCE g t INTO CONCRETE AND MASONRY = 2-1/2" MIN. I+ INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE— 3/4" -MIN. O II ��'� II 00 WOOD AT HEAD OR JAMBS SG = 0.55 MIN.. •0 22 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 5 I I I I s C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. Qj ` c 23 I I rn ANCHORS MAY BE HEX OR FLAT HEAD. ! = I \ Engr: JAVAD AHMAD 17tE�fJUCf ki+Y>w� I N o CML M eompwol- kh 11epbdb . 4UNZ, 92 Baldin C WEEP SLOTS •z _e::::::a:::;.::':::: ``:. odt OPTIONAL /EOGE ' :CONCRFiTE i ete�Nooee No S-U [) {�V. C11PIrstioQ DalN N TYPICAL ANCHORST. SEE ELEVATIONS "Hai �� r WBOT drawing no. THROW FOR SPACING W13-03 PENETRATION DOOR DETAILS QPERADLE PANEL �heet ij of O M 1/4" MAX. 3/8" MAX. 1BY OR 2BY C OD WOOD BUCKS SHIM 2 LOAD BEARING SEE SHEET 1 Z j SHIM C TYPICAL ANCHORS -'CONCRETE � � n¢I OR BLOCK FOR SPACING SEE ELEV. ACTIVE LEAF . II fl ,y 1'/4„ Q W a 22 10 d =J1 0000. Ln • � •► TYPICAL ANCHORS • 1 G Q •� • • ��•�• P W SEE ELEV. a ••.•• w - � FOR SPACING • Q Z G 0 �•W 5 iL to • ••..• t7 EXTERIOR v • '' o . . 00:00 7 ioaco a •� .. ... t1 D.L. OPG. 8 �•V OM►S • '. METAL .00000 • • • STRUCTURE •••••• � 36 7/8" MAX. LOCK OPTIONS ' •M .•.d • • LEAF WIDTH SEE SHEET 4 i 39 5/8" MAX. co DOOR FRAME WIDTH a L i Z M Ow 3/8" MAX. o F Q LOAD BEARING " 0 3/8" MAX. SHIM Z a H coo N LOAD BEARING. o SHIM.,: - 2 LOCK OPTIONS WOOD STRUCTUR O SEE SHEET 4 SEE NOTE SHE 1 � U ro OD TYPICAL ANCHORS SEE ELEV. - �' FOR SPACING,. ACTIVE LEAF INACTIVE LEAF o =I o _-� �� 2 vi 4 p n J h 22 1 O 22 p � p rw- I 18 ILS - ,3L-OCK L w0000-CONte _- - - - - - - - - - - - - - - -- - - - o E:0 0 41 Y W U b U W b U. ��; ; L lxN U o "• . 22 TYPICAL ANCHORS v u �.+ a 11 7 D.L. OPG. 8 :�7 8 D.L. OPG. FOR SPACING m SEE ELEV. W a - — - - 36 7/8'-MAX. LEAF WIDTH EXTERIOR c: a� 0 () O N 76" MAX. oQm � I DOOR FRAME WIDTH n_ Engr: JAVAD AHMAD u o CML 0%01)tJC'T kF:VWLD tr FLA. PE f 70592 04 eomplyleg•wN►toe Pie" o %0 r CA.N. 3538 8eldlag Code Aee j"m me S�O'1 O 9 CC *"I"Dow ZrD IY y N V V drawing no. W13-03 DOOR DETAILS Q.y sheet 6::0:f:10 TYPICAL ANCHORS _ - - 18Y OR 26Y SEE ELEVATIONS EDGE DIST. WOOD FOR SPACING BUCK EDGE DIST. �. . SEE NOTE SHEET 1 ! .4 e � - ° . - -: ! � 04 • ° M ' p; N p.. .� i '• °.CONCRETE°4 Z % ' p CONCRbE. ' O F m .s Z F m a N I /QNy (L n U X V ii O p O O 4 - ¢ a En F N ay 5w LLI • 22 II 13 II • 0W Q • •..•i �p N0N • II #10 X 1/2" II I •w a LL • ••�.• II THREAD CUTTING 00000 II MACHINE SCREWS ! :! • �•t.7 Ot • 2 0_Q � � • 0 0 0 0• 11 ® 6" FROM ; II EACH END • •�•" ~ • • • • II AT MIDSPAN I • do ••••" II � . 28 Il TYP. HEAD/SILL ,I , �. 0••, 0 II 7 71 Soo, ;I 3/8" MAX. cn j '; !I LOAD BEARING- 13 ! i6A ! I SHIM H O N I I ,' i t II 1/4" MAX. 2 15 Z M i ' SHIM . ..- 9 2 o 0 Li F U i! 'I WITH METAL _ oo < w 0 ID S O _ II I I y Q• N W a !! it w a Q'i ! p II �ij 0 m }Zi' y II I I O z o W o J ! Ja '��' ! P.1/4� - - - - - - - - - - - - 00 W ,3LOCK =_-_ ___-- - - -- - - - -_ II o O Z tL N 2°: ` � 0 M :I it II II D II — — — — — W < w C '. ' II - - - - - - g O O Q w I I o 13 1sA .I `• 13 EXTERIOR I II ; 'I •• 36 7/8'� D.L. OPG. MAX. LEAF WIDTH W v W r--=� W x II II 39 5/8" (X DOOR) u a $ Il SIDELITE WIDTH 76" (XX DOOR) o w ` w MAX. DOOR FRAME WIDTH - II II II ! FRAME WIDTH `u a a � II I I TYPICAL ANCHORS 7 II I 'i SEE ELEV. II FOR SPACING II «i n_ � t2 II C + vi 22 II 13 0 ° R w II I 16 .8 to 28 II i! q) n YRODUCT kPVR" I _ , x Engr: JAVAD AHMAD o r o HI-PROFILE v rn LOW PROFILE a to CML !a eenplyleg Wilk Ilse rwri& n SIDELITE SIDELITE FLA. PE 0592 OvIdlsgCode 1 C.A.N. 8 Aleeplt wt Iia mul mmui lupirall"Dwo n uti y; s Lu CONCRETE b o a v• v, a - �� v.- o a.. ° D. a v., a e' CON&RETE o p 1 v14 CI C1 � a N a ry drawing no. EDGE DIST. TYPICAL ANCHORS EDGE DIST. TYPICAL ANCHORS FSEE OR ELEVSPACATIONS SEE FOR ELEVSPACATIONS SIDELITE DETAILS _.�� W13-03 I 17 2Ml I� sheet 7 of j p ITEM PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U o _ 1 T-51493 1/DOOR FRAME HEAD 6063-T6 - p 2 T-51494 2/DOOR FRAME JAMB 6063-T6 - ►� 3 T-51503 1/LEAF DOOR TOP RAIL _ 6061-T6 - Z � J 4 T-51492 1/LEAF DOOR BOTTOM RAIL 6061-T6 - QWEATHERSTRIP 5 T-11502 2/ LEAF ADAPTER 6063-T6 - 6 SW-28898 1/DOOR THRESHOLD 6063-T6 - Q; 0 O Q 0 7 T=51520 1/LEAF' HINGE STILE _ 6063-T6 = G Lu u 8 T-51496 1/LEAF LOCK STILE - 6063-T6 _ A. G u 9 T-11500 AS REQD. SIDELITE SLIP ON JAMB 6063-T6 - 0 N N • • • 10 T-11501 1/CORNER ASSEMBLY STIFFENER 6063-T6 - =L. r1 •• t? M • 11 FD-107 3/LEAF BUTT HINGES (.122" THK.) _ALUMINUM SULLIVAN & ASSOC. 0ti0 M • $ � � • ••••• 13 T-11499 AS REQD. SIDELITE GLAZING BEAD 6063-T6 - aA0 p rt • • 14 1 T-51504 AS REQD. SIDELITE BASE ADAPTER _ 6063-T5 - • Hrz O • • 15 - AS REQD. SIDELITE REINF. CHANNEL 3003-H14 - 7 LL N • ••••• o ••••• 16 T-11498 AS REQD. SCREW CAP (OPTIONAL) 6063-T5 to _ "_ 02 n •• • 16A - AS REQD. SCREW CAP (OPTIONAL) b063-TS - � a M Q "1 • 17 - 2/LEAF 3/8" X 16 THREADED ROD STEEL - •• •i _18 - 2/LEAF 3/8" X 16 NUT _ -w • • • • ••••• 19 - AS REQD. PVC INSERT A - - � • •• • 20 - AS REQD. ULTRAFAB - - �y • t� I 22 PW-101 AS REQD. BULB WEATHERSTRIPPING VINYL - _ ao 23 PB-8400 AS REQD. PILE WITH INTEGRAL FIN W'STRIPPING SCHLEGEL o a0 24 5025 AS REQD. FLUSH BOLTS DELTA IND. Z 0 25 CP-8111 - ENTRY LOCKSET KWIKSET O LU 26 #8 X 1" 4/ CORNER ASSEMBLY SCREWS, FH SELF DRILLING AT ALL FRAME JOINTS o � at 27 #8 X 2-1/2" 3/ CORNER ASSEMBLY SCREWS, PH SMS - p O_W to cli 28 #8 X 1-1/2" 2/ CORNER SIDELITE ASSEMBLY SCREWS, FH SELF DRILLING- - el: w 29 - AS REQD. SETTING BLOCKS EPDM OUROMETER 8015 SHORE A 0 M 00 cJ Z o SEALANTS: g 0 a o � gf� FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. (tA ` V m V) d U O N C cr N a U � U yj n n .n 0 Q O N •!n Yl lD N L 0 Q O] V PRODUCT kVV1br6D !2 En9r: JAVAD AHMAD "complying-with the Flurti,CIVIL o FLA. PE,# 70592 "sleep g ce N S 0 O C.A.N. 38 4.tcep4ua Na 1 lQb. �aplrgfior f)h�te u t 6 0 N U ANBrowing no. W13-03 sheet $ of�p 4.000 Q .078 1.594 1.445 2=1. 25 - �� 062( _ d 0.375 1.500 .375 .838 .746 .688 + Z n 3 2.250 1 -Y 1.494L 045 0.312 Q N a + .688 a7 a O o 0 b-1.x63 OO WEATHERSTRIP ADAPTER 1e SCREW CAP L2.125 a W `" �a! C OO FRAME HEAD 1.252 2.162 .0 •i• ••• •• G T74Q.0m . • F] . . 2.250 .838 .045 2.000 i i •0• A p g **Sao* I 1 0• 0 0 • ••• •• 1.897 �•z � •� .•.• 1.963 � • 441 u- o • ••i• 078 13 UJ 5/16" CIA. w •.•• • SIDE LITE GLAZING BEAD v�`i STEEL PIN I +Q •J �� _Q J •• 4.000 5.638 m 05 Q'�jj•� • 078 4.895 a �+ F 3.375 • •••, . •• •• • .078 0 �� 0 V.• to • 1.750 .875 H, (D F 1.500 iJ, coo 2 2.000 ( \ FRAME JAMB b-4.000 4�-1.813�} U Z Z n L 0 LLJO �1.750- { 7 HINGE STILE 14 SIDELITE BASE ADAPTER U II 0 _ w z d r co N 4.224---�{ 190 rn ALUMINUM HINGE O � M 078 r.250 00 o 3.500 4.000 1.750 2.139 1.125 J Z _LL 0 i w O O Q Fes--74.816 �1.540�i � --.i.876 Fes- 4.906 OO LOCK STILE 10 ASSEMBLY STIFFENER O TOP RAIL N tn fn 2.057-�{ o W 1.876 17 I -�{ 1.445v. - 3 078 y U U 2.406 � °� �6 - 1.125 078 0 � ° �- -4.156 � .� UI fG N •j o o O) O a m v 5.500 6.000 O9 5.768 MODUCf ki'VtM SIDE LITE JAMB .125 as complyieg-wil!Ibs RbrW _ guiding Cods 2 177 j 055 3.750 Engr. JAVAD AHIAAD 4eeephnee M•15-d 7 (e. 3 n o CML Btpirsfios Pals 7 0 m I 1 ` FLA. PE 1 70592 Y '1,C.A.N. 3538 7 m 1.375 lr�sat $ g v { I .500 1.750 4.000 062 7 • ` drawing no. 1�---4.000 16A 15 W 13-03 O BOTTOM RAIL O THRESHOLD SIDELITE BASE GLAZING BEAD SIDELITE ALUM REINF. sheet 9of 10) / � O / M 26 / 28 Z % / A2W I _ 0. O No IL y. 0000• •• 6 00.000 QO• :0000 / at • A• Yi m 0000• O • o ••6•• ub 0z • • / Z fn 0000• LL _ •� 8 Q00 Q 111 M 0069. • 0 0000. o i .t co w m DOOR FRAME TOP CORNER o cn LO SIDELITE TOP & BOTTOM CORNER SIDELITE SLIP ON JAMB CORNER 3 z w M S � a L w Z a � 18 VO r` OD :p J Z I' OD L j 0 YQ p Q V) t` 27 17 O U S/1 UI / O_ w � n U U U W O O K 2 2 1-- -- 10.0 f9t�QUC1'k�:VaebEQ 49 "iciengkwUY Me 1►lorlis n g Engr: JAVAD AHMAD Ott No 15-010(0.0 o •p Q, CIVIL iratle�Drlt -1 ul 1 m FLA. PE # 70592 o n C.A.N. 3538. d1 a DOOR FRAME BOTTOM CORNER .� N drawing no. t W13-03 LEAF TOP & BOTTOM CORNER sheet j O of 1 Q I 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS �1/4" HEAT STREN'D GLASS 090" Interlayer 030" lnterl�yer 090" interlayer ao f �I SentryGlas Butacite PVB ` --Saflex Clear And Calor Glass By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' t By 'Eastman Chemical Co.' Z Imo. _ � r0 Z �1/4' HEAT STREN'D GLASS 1/4" HEAT SIREN'D GLASS 1/4" HEAT STREN'D GLASS W m d (L " '� per' W _ ` �. _ _ _ Q W_ .. _. .. _ a ' _ _ _ _ �. _ .. _ _ _ _ _ .}y _• '0 z ZCL V) pC •• • /V9.1ijL� <11 vii ,r-t:. :'�-. ii i • \ice G3 G4 G3 G4 G3 •••�•• QN�• •••••• ,� / ,y i� " �/ \\ •••••• W epi �••••� Eit E11 E11 S •••• � >�� • I Q O. 1 ••••• 1 to i j •• •• 000 M • SILICONE \ •••••• DOW CORNING 795 -DOW CORNING 795 ( :0•:• w = 0 •' SILICONE o /f DOW CORNING 995 p DOW CORNING 995 DOW CORNING 795 ..o •••••• o: o_ f W / DOW CORNING 995 • a C.X q .. / •• • F- V- '�... •• ISb Ip•rs. i• i • • w AT 1/4 POINTS ON LITES w G11 AT 1f4 POINTS ON LITES w Gti AT 1/4 POINTS ON LITES -----�- • ` -' WIDER THAN 36" ONLY WIDER THAN 36" ONLY WIDER THAN 36" ONLY - t Z N ' GLASS TYPE 'A' GLASS TYPE `B' GLASS TYPE......`C' v ;— Co 9/16" OVERALL LAMINATED CLASS 9/16" OVERALL LAMINATED GLASS 9/16" OVERALL LAMINATED GLASS ! o i(O 1/4" TEMP. GLASS 1/4" TEMP. GLASS 1/4" TEMP. GLASS 1 r, w 3/8" AIR SPACE 3 8" AIR SPACE Z 3 M P Lo / / 3/8" AIR SPACE N ; p [n K7 p 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS p `tco M 1D 090" Interco er 090" Interlayer _ €:(n U- ' Y Y 090" Interlayer Q (n o- SentryGlas PVB —Saflex Clear And Color Glass ZBy `Kuroroy America, Inc.' ` �Butacite � By 'Kuraray America, Inc.' By 'Eastman Chemical Co.' o W 0 I, p -.I _1/4" HEAT STREN'D GLASS ' _1/4" HEAT STREN'D GLASS r 1/4" HEAT STREN'D GLASS I I_ i N o Q' W W c� 00 :21 SPACER , I SPACER SPACER .�._........._........................ ._> W ALUMINUM n W ALUMINUM ALUMINUM `-- z m {6063—T5} zFa (6063—T5)1 {6463—T5) } ur 1 G4 G3I (nn G4 I G3 G4 G3 SILICONE ( SILICONE 1 1 SILICONE j DOW CORNING 795 I 1--DOW CORNING 795 _---DOW CORNING 795 (n DOW CORNING 995 1 % DOW CORNING 995 I / DOW CORNING 995 O D a o a W --`' W w c o o WG11 AT 1/4 POINTS ALL SIZES W G I I AT 1/4 POINTS ALL SIZES W Gt1 AT 1/4 POINTS ALL SIZES 5 ! FL #19092Cu 0 GLASS TYPE AI.. GLASS TYPE BI GLASS TYPE CI ��1%011111111 is • ) 1-3/16" OVERALL INSUL. LAM. GLASS 1-3/16" OVERALL INSUL. LAM. GLASS 1-3/16" OVERALL INSUL. LAM. GLASSEN Cq GLAZING OPTIONS N0.70592 _ • t :. 0 drawing no , ��o -83 sheet 2 of 12 f Signed 12/16/2015 CLUSTER OF is 6, 8 OR 10 ANCHORS .n; CLUSTER OF 3" MAX. 18" MAX. �sz•, AT INTERLOCK/ASTRAGAL 4 ANCHORS HEAD r HEAD o (SEE SHEET 4) AT UNANCHORED? CORNERSJAMBS ( }^ f — --.. - C - — Q Z Q1 3" MAX. I -- --r=..—'. �,�° - .�.. ...._..__w _... �,.,. �::_::_..._ '_ J ?-HEAD ANCHORS �;, � ° CORNERS _ to 0 . .. 192" DOOR FRAME WIDTHr..::::::::: • • �iSV • i • �\_— 0000•• I06006 A mo '�, I �••• a 0 0.8 0000• , - —- _..........._... : q . I f 60060 ..... (E •• •• �; 0. O• F 0000.• l is 0000• 4 W N li C i •• JZ 000000 Wz 000000 t .. f f � � ✓� 7 I. i i 777 ; 3 t-- W \I W tl0 O C3 4 ci tq d W t0 1 , p 1 tr N m ,ofn O 0 it Id -n `O r� ( I O 00 ! V) 3�: e e I ff i Q . V' 0 J 4Ljj 1 c\I_ 00 , i V i i..............- : , _ Y : �'\ i ................__.............. — } .w i - - - 42 1/8" 42 1/8" 3 Xi >-.... ........ _ _ c FALSE MUNTIN / D.L.O. _ D.1.0. -......_ z o CLUSTER OF �: - OPTIONAL I ? p } 4 ANCHORS ,.._. 49 7/16" sD v L AT UNANCHORED t r.. f........ __--.. ._. JAMB ANCHORS JAMBS - PANEL WIDTH 49 7/16" PANEL WIDTH JAMB OPTION W/O ANCHORS _._._ ........ _ - - ...._ ..._........__... ur (1C}8" MAX. DOOR HEIGHT) .._...._....__..._........_.... -• � . • . -- - _ _........._o............. 7._..............__ ....... ..._......_....... - SILL ANCHORS ? c� .#- ...... N (MAX. DESIGN LOADS = t100.Q PSF) ... (( CLUSTER OF1$" MAX. 3" MAX. I 6, 8 OR 10 ANCHORS SILL ,tiit33t/ AT INTERLOCK/ASTRAGAL SILL CORNERS DAYI...iTE OPENINGS WIDTHS: (SEE SHEET 4) TYPICAL ELEVATION �'� �P� EN N AN PANEL WIDTH — 7,313" ��� GS$ ,I } TESTED UNIT '" tt S<�`°., DAYLITE OPENING HEIGHT: NO.705K I v a PANEL HEIGHT — 8.0" PANEL HEIGHT = DOOR FRAME HEIGHT — 2.625" drawing no MAX. FRAME AREA OF S.G.D. SHALL NOT IltpP,. ' �ti ,. W 15-83 EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER F781C REQUIREMENTS. FL 1092 �Lt °�� sheet 3 of 12 Signed 12/16/2015 _ ANCHOR LOAD CAPACITY - PSF lu (u' ANCHOR TYPE t ANCHOR TYPE 'A' ANCHOR TYPE 'B' ANCHOR TYPE 'C' 1 cc 1 SHIM SPACE 1/4" MAX, SHIM 3/8" MAX. SIiIM 1/2" MAX. SHIM 1/4" SHIM 3/8" MAX. SHIM 1/2" MAX. SHIM 1/4" SHIM 3/8" MAX. SHIM 1/2" MAX. SHIM L-_....._............_.. n' �p 3i @ ANCHORS': @ANCHORS @ANCHORS B ANCHORS 110 ANCHORS @ANCHORS @ ANCHORS 10 ANCHORS @ANCHORS 6 ANCHORSi @ANCHORS 10 ANCHORS 8 ANCHORS B ANCHORS 10 ANCHORS B ANCHORS 6 ANCHORS 0ACHORS 6 ANCHORS 8 ANCFIORS i J AT MTG. I AT MTG. AT MTG. AT MTG. AT MTG, AT MTG. AT MTG. AT MSG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. A'T S}TG. AT MTG. I AT MTG. AT MTG. AT MTG. 0 t- � 'Z' Z `" :a DOOR FRAME STILE ENDS€STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STll E ENDS STILE ENDS STILE ENDS STU ENDS STILE ENDS STILE ENDS STILE ENDS;STALE ENDS + W i PANEL WIDTH HEIGHT EXT. {+} EXT, {+j EXT. (+) EXT. {+) EXT. (+) EXT. {+) EXT. {+) t F.XT. (+) EXT. (+) EXT. {+) EXT, (+) EXT. {+) EXT. (+) EXT. {+) EXT. {+} EXT. {+} EXT. (+) EXT, (+} EXT. {+j I EXT. IL N INCHES INCHES INT. - INT. - INT. - INT. - INT. - INT. - INT. ( INT, - INT. - INT. INT. - INT. - INT. - INT. -` iNT,' - -INT. - INT. - "INT. - INT, - I INT, - 40 *•M of 30 140,0 I 140.0 140.0 t 140.0 140,0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 i 140.0 140.0 140.0 140.0 140.0 140,0 • • fV € I) :• -....__......_ _..._ -..- - -- -- - • • • 1u• 36 140.0 1 140.0 140.0 ( 140,0 140.0 140,0 140:0 140.0 140.0 140,0 140,0 140. 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 •' • p •� S .__...............!.._.._- _••__------..f..._ .................. ._..._..._..___••_ .................... ... ..__._.. .................... -_,�_ i ••••• 42 140.0 140.0 140.4 140.0 140.0 136.9 140.0 140. 140.0 140.0 140.0 140.0 136.9 140.0 1 140.0 140.0 140,0 140.0 140.0 140.0 K. Q $2-7�e __.._. - _ _._...._.. ....._ ...._......... 48 140.0 140.0 140.0......_. 140.0 140.4 ?25.9 140.0 140.0 140.0 144.0 140.4 140.0 125.9 140.0 140.0 140.0 140.0 140.0 _ 140.0 140.0 • W • • 54 124,4 124.4 124.4 124.4 124.4 i t 7.9 124,4 124.4 124,4 124.4 124.4 124,4 117.9 1 124.4 124.4 124.4 124.4 i 124.4 124.4 124.4 •• �' qI EC Q.a ••••• _ ._._....._..... - _.__........... _ _.-....._._ _.. I0 a � ; • 60 112.0 112.0 112,0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112,0 ! 112.0 112,0 112.0 112.0 112.0 112.0 112.0 112.0 112.4 ••••• •.••• 30 :40.0 140.0 144.0 144.0 i 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140,0 140,0 140.4 140.0 t 40.0 140.0 •• •• �•cC ••• • f ff 36 i 140.0 140.0 140.0 140.0-) 140,0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140,0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 W i _.._.._.. .._. ._.._..._...........__ ..........................._ _ 42 $4 140,0 140.0 140.0 140.0 140,0 134.3 140.0 140.0 140.0 140.0 140.0 140.0 134.3 f 140.0 140.0 140,4 140.0 140.0 140.0 144.0 • J W 0- 84 -..........__. -..........- - ........_._._.._ _...... - • �t0 q • • 48 140,0 140.0 140.0 140.0 140.0 123.4 140,0 140.0 140.0 140.0 140.0 ; 140.0 123.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • • 4 Z M • • 54 124.4 124.4 124.4 124,4 124.4 115.5 124.4 124.4 124.4 124.4 124.4 124.4 115.5 124.4 124.4 124.4 124.4 124.4 124.4 124.4 - -.... _.._....- - _.... ....._.... _._...._ ;..__.- .... _--t 60 112.4 112.0 112,0 1124 1 12.0 109.7 1120 112,0 112.0 112.0 112.0 1 12A 109.7 112,0 112.0 112,0 112.0 112.0 112.4 112.0 U 30 140.0 144.4 140.0 140.0 140.0 140.0 140.4 140.0 144.0 140,0 ! 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.4 ?40.4 Z �; 36 140,0 140.0 140.0 ! 140.0 140.0 137.1140.0 _._.-. ��. _.._ _.._..- J 1 _ 140.0 i 40.0 14C.0 140.0 140.0 i 140.4 137.1 140.0 140.0 140.0 140.4 140.0 140.0 140.0 _.........._.._. --. ................ ..-- i 42 90 140.0 140.0 140.0 140. i 140,0 122.6 140,0 140.0 140.0 140.0 140.0 140.0 122.6 140,0 140.0 140.4 140.0 140.0 140.0 140. ` C) > 3 48 140.0 f 40.0 140.0 140.0 140,0 112,2 40.0 ~ 140.0 140.0 140.0 140.4 140.0 f 12.2 140.0 140.0 140.0.__. -140.0 t 40.0 144.0 140.0 0 o 'O _ I --- . . ........... C3 F 54 124.4 124.4 124.4 124.4 124,4 104.5 124.4 ( 124.4 124.4 124.4 124.4 - 124,4 104.5 124.4 124.4 124.4 T 124.4 124.4 124.4 124.4 _ _.... __.1- . ....... ------- 60 -...-- _.__. j Z v 112.0 112.0 112.0 112.0 112.0 98.7 112. 112.0 112.0 112.4 112,0 112..0 98.7 1 112.0 112.0 112.0 112.0 112.0 112.0 112.0 30 140.4 140.0 140.0 j 144.0 140.0 140.0 140.0 144.0 140.0 140.0 140.0 140.0 140.0 140.0 � 0- 140.0 140.0 140.0 140.0 140.4 { t.,1 36 140.0 140.0 140.0 140.0 41 Q 4 126.6 140.0 140.0 140.0 140.0 144.0 140,0 126.6 140.0 ! 140.0 140.0 140.0 140.0 140.0 140.0 = - tL' f- CO 42 96 140.0 140.0 140.0 140.0 140.0 112.8 140.0 140.0 140.0 140.0 140. 140.4 112.8 140.0 140.0 140.0 140,0 140,0 - 140,0 140. r i _._.._..._._ -�- --..._. - .... 00 48 j 140.0 { 140.0 130.5 140.0 140.0 102.8 137.1 I 140.O 140.0 130.5 i 40.0 140.0 102.8 137.1 140.0 140.0 14G.0 140.0 140.0 140.000 I --- _ _ _ __ 124,4 121.0 124.4 124.4 95.4 124,4 124.4 124.4 121.0 124.4 124.4 -95.4 124.4 124,4 124.4 12.4.4 124.4 124.4 124.4 54 124.4 t!) rl j ................._....1 _...__.._...... Q (7} t c ____ - ........-_.... --- 60 112.0 j 112.0 112.0 112.0 112.0 89.7 112.0 1120 112,0 112.0 1 112.0 112.0 89.7 1 112.0 ( 112.4 112.0 112.0 112.0 112.0 112.0 >- o : C� w n I 30 140,4 140.0 140.0 140.0 140.0 136.2 140.0 140.0 140.0 144.0 ( 140.0 140.0 136.?_ I 140.0 j 140.0 140.0 140,0 140.0 140.0 140.0 ' _... .........._ _.._._ --- -- --.. a C 36 140. 140.0 140.0 ; 140.0 140.0 117.5 140.0 140.0 140.0 140.0 I 140.0 140.0 117,5 140.fl 140.0 140.4 144.0 140.0 t 40.0 140.0 0 € � _.._.... _ ..._...._._ t----- - - --- g op _0.0 ............_ - _..._ - � 42 102 140. 140.0 132.6 j 140.0 I 140.0 104.5 139.3 140.4 140.0 132.6 - 140.0 140.0 104.5 139.3 [El4.4 140.0 140.0 140.0 144.0 140.0................ _ ..._.-- ...............48 140.0 140.0 1205 140.0 140.0 94.9 126.5 140.0 140.0 120.5 140.0 140,0 94.9 126,5 0,0 140.0 140,4 140.0 136.6 140.0 ............... _.. _._.. ........._......, _._ �1 -- -- I` 54 124.4 i24.4 111,4 124.4 124.4 87,8 117.0 124.4 124.4 111.4 124.4 124.4 87.8 117.0, ' 124.4 124.4 124.4 ( 124,4 124,4 j 124.4 gg 30 140.0 140.0 140.0 140.0 140.0 127,4 j 140.0 140.0 140.0 140.0 140.0 140,0 127.4 140.0 i 140.0 140.0 140,0 140.0 140.0 144.0 B _. ........_. _.......__..._.......__._...-. _._......._ 1 __.-. 1 _._...._ _.....__ .. ! 36 108 140.0 140.0 139.2 140.0 140.0 109.7 140.0 140.0 140.0 139,2 140.0 140,0 109.7 140.0 140.0 140.0 140.0 140.0 140.0 140.0 - - __ _ _ 42 140.0 140,0 123.4 140.0 140.0 97.3 129.7 140,0 140.0 123.4 140.0 140.0 97.3 129.7 140.0 140.0 140.0 -140.0 140.0 144.0 c _._........_._... ..-..._._.� ._...._.....__.... - --.....___...... O i 48 140.0 I 140.0 1 i 1.1 140.0 140.0 88.1 117.5 140.0 140.0 1 t T.1 140.0 140.0 88.1 117,5 140.0 140,0 140.0 140.0 126.9 140.0 - 30 1 140.0 140.0 140.0 140.0 140,0 1 19.7 f 40.0 140.0 140.0 140 0 140.0 140,0 1 19.7 140,0 140.0 140._0 140.0 140.4 140.0 140.0 -------- ..-.......... 36 t 14 140.0 140.0 130.5 140,4 140,0 102.8 137.1 140.0 140.0 130.5 140,0 140. 102.8 137.1 140.0 140.0 140.0 140.0 140,0 140.0 42 i _ 140.0- 140.0 115.5 140.0 _i 140.0 91.0 A21.3 _ 140.0- 140.0 115,5 - 140.0- 140.0 91.0-- 121,3 140.0- 140.0 140.0 140.0-- 13Q.9 140.0 - ... _._.............._.....__. _............_._....... ................. _...._._... .._._._.. i 48 138.4 140.0 104.4 139.2 j 140.0 82,3 109.7 137.1 140.0 104.4 139.2 140.0 82.3 109.7 137.1 140. 140.0 ; 140.0 118,4 140.0 30 140.0 140.0 140.0 140.0 140.0 112.8 140. 140.0 140.0 140.0 140.0 140.0 112.8 140.4 140.0 140.0 140,0 1 140.0 140.0 140.0 0 °3 36 i 20 140.0 140.0 122.8 140.4 144.4 96.8 129,0 140.0 140.0 122.8 140.0 140.0 96.8 129.0 140.0 140,0 140.0 140.0 139.3 140.0 .} o �..._.._....-._ .............. _........._ 42 140.0 140.0 108.5 140.0 14;x.0 85.5 113.9 140.0 140.0 108.5 140.0 140.0 85.5 113,9 140.0 140.0 140.0 140. 123.0 140.0 � c' 48 i 129,8 j 140.0 97.9 i 330.5 140.0 77,1 102.8 128.5 140.0 97.9 130.5 14p.Q 77.1 i 102.8 128.5 140.0 139.4 140.0 111,0 140.0 `,j111IIfitF731/77' k4 q co €0.70592 ;; a .. Z . r A ............ F drawing no. i ,; `► •. RloP.. •fie W15-83 FL #19092 iN �-1�t�`` sheet 4 of 12; Signed 12/16/2015 TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS_ I SEE ELEV. 1 IN PAIRS • l t BY OR ?BY SEE ELEV.^f� co� FOR SPACING/ `` WOOD BUCK FOR SPACINC�f i - f �� �\ =ZE~ 1 x a.r / � �� �b, �� Z go ,tel w = EDGE DIST "is 4,. WN. / X w 'z F- rn -� 33 ....._._.........._.._�_._. Ld = p E w vzt 4 STAGGERED -4+ ? w -.. - _�. EDGE 0157. 4" IN. a DIAGONAL ° w vzi N o KSI IN J N O Cn - - I RET DI D a NC •• E 777T77- 3 M 44, a G2 `I _:. . TT •••.• j I •• • O U t!! --._._...... ... li V Gt j its E. € �ww.• y�. Z N • G9 i'I If • Pm U.{� •••••• E2 i�_____ •t!t• •, • ` ( • M I , I t 1 -'t3 • •• • � WEEPHOLES: w• a c� _ • .. .. E6 I ii I i • • I W 6! iii 1+ I W1 = 1/4" X 1—IO 2" LONG WEEP HOLES AT 5 2" 4 I ILZ= I FROM EACH END AND 16" O.C. LO 1/ - 1 W2 = 1/4" X 1-1/2" LONG WEEP HOLES _Z 4 j (1) AT FIX. PANEL + :I (n (3) O j f E (3) AT MOV. PANEL I II 1 j I p ^ � Z o u, C7 O I Z (n 0 O N _.... ......... cU Ui S U O r%7 00 FV _ ��yys Wm__.__ .....k(' _ W ........ ................._' T z - d W' W W: d W _.... t ... A._.._t. ...... ... ..__�____ € N O M �i W T......... Oi 2 xi O W .T. '­­ CO00 i W '-1 E Y WZ. zI cr C7 p a cr Q C7 w I I i i I ¢ Z } W p i, of 0C ( 1f FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS 0 —I y I j ; I REQUIRED AT TWO PANEL (XX) DOORS ONLY I _ �w —; I ' WITHOUT SILL RISER LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF I! € FOR 3-5/8" SILL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF --—� FOR 4-5/8" SILL RISER MAX. EXT.(+)' LOADS = 120.0 PSF i t,s M6 E6 i I n I Inl—� 0 Mt Ir `1 IL J1 _ Al El H..,:.,a..._ ` � .....__..r_::_W .. f�i I) Y II II co It- 1 f' I" — (i I II :,Lill i E9 I 1 - sl s M co w ui Ln GS w ii c _ I 1 G9 i ..' CpNCRE E' 'i !' i '� PbURED & HARDENED . E5, .`�� � �t�CEtdB ,��. n oo . _ CONCRETE cv x 3 KSt: ll 4' G2 $ 1 HIGH STRENGTH GROUT N ,x 3 KSI I' l ;� + . + NON-SHRINK, NON-METALLIC } , �l0.70592a6; i a f'c = 5000 PSI MIN. I I 4" MIN° " O Y E EDGE DIST � /' �: ! �- NOT BY MR. GLASS STAGGEREDf r -_cy: i Vi v / MUST TRANSFER SHEAR # EDGE DIST. 1 DIAGONAL ;— ----"--� { r r LOADS TO STRUCTURE L--....._......._ � drawing no. W2�' O TYPICAL ANCHORS TYPICAL ANCHORS .' A � r SEE EIN LEV. ' ' IN PAIRS '%�` Ft R4pP ``�� YY f 5-83 —SEE ELEV_ �, 1� �i + / �t� FOR SPACING FOR SPACING F L #1 9092 ,r��IQ�1�6.t%Nti. (`Sheet 6 of 1D Signe } c� --.. WOOD STRUCTURE I � ! METAL I I STRUCTURES Gni I 'I Lm 1r1 j$" THK. __ _ _ ___ ___ _ EDGE "�, t ��-----—-----------�' Z ,/' i Ii '-11DIST• EDGE DIST. 4" MIN. STAGGERSTAGGERED F.B.C. APPR'D MULLION Q SEE SEPARATE APPROVAL J- N W ; DIAGONAL 1 "�� l DIAGONAL i N d' r ' --- a N i0 2 LAJ 1 vAw ¢m v V w �p S wZ •••• I�►0a wu1 w� • V �•iY Q ••••• TYPICAL ANCHORS VIN TYPICAL ANCHORS TYPICAL ANCHORS.... a ut IN PAIRS PAIRS • . , U) _0 • SEE ELEV. SEE ELEV. SEE ELEV. �' z N= a ' ••••:• FOR SPACING FOR SPACING • FOR SPACING w I :••••: �� awp1,� F . • �--zs E Z N J t0 i cr 3 0 `Q I _ _._._........................_... ........ _ ..._... _._......._.._._ __... _.. __...._._................_..................................................................._... o =F ^ I 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS Z o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ;3 AND TRANSFER THEM TO THE BUILDING STRUCTURE. t jd w I ..... LL ... ........ _.__.. __ _.............. z r(n a TYPICAL ANCHORS: SEE ELEV. FOR SPACING to 0 ,, WtD � r%� aoi N TYPE A– 5/16" DIA. ULTRACON EKY r ELCOr (FU=177 KSI, Fy=155 KSI) i J O <c t!3 INTO WOOD STRUCTURES 1-7/8" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) o 0 w _ 0 � I THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY 1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 7 � 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (JAMBS) 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) TYPE 'B'– 5/16" DIA. ULTRACON BY 'ELCO' (FU=177 KSI, Fy=155 KSI i2 DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED (HEAD/SILL) TYPE 'C'- 5/16" DIA. TEKS OR SELF DRILLING- SCREWS (GRADE 5 CRs)INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN,) 016 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO F.B.C. APPROVED MULLIONS ALUMINUM 1/8" THK. MIN. (6063–T5 MIN.) (NO SHIM SPACE) \\����>1111t1���ij� I TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN, - No.? INTO WOOD STRUCTURE = 1" MIN. -° II s INTO METAL STRUCTURE " MIN. 3/4 w ti WOOD AT HEAD OR JAMBS SG = 0.55 MIN. '�� A -::.::.:-... _ r drawing . na CONCRETE AT HEAD, SILL OR JAMBS Vc 3000 PSI MIN. W15-83 i C-90 GROUT FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. FL #19092 �'rjYONAL 01111111% sheet 7 2Of Signed 12/16/2015 TYPICAL ANCHORS ; STD. ASTRAGAL SEE ELEV.-I ANCHORED JAMB F 6ao FOR SPACING #14 X 2-7/8- FH SDS FIX. PANEL WIDTH ..................................................... AT 5" FROM ENDS E4 D.L. OPG. AND 11" O.C. z rr PE6 G 1 L5 0 1,- 0 _Zj I G-5 Z .............. w ...........- + ... ................. """@ - I---.......... to ..................... .................................. 9!r 2 ............ _,11........... ............ ...................................... 12 (L ............. ........................... 0 1 ............ ......... ............... 0 j................................................... 0 ................... ............................................... ....... . . .............. ........................................... ............ .................... .............. ............. J-1... ................................ .............. .......... ____.......... ................................ ......................................... ..................... ............ ................ ........ . ............ ...................... ........................................................... ...............__........... ti ® U tOtfm ........................................ -1 La ............... ............................... ...................... ..................... ...................... .......... . ......... ................................... ......... ........................ ........... ........... ................. ....................... 0 ........................... m ....... . ............... ... ............... ............... .................. . ............. ........................................................ �Gj 0 (6 0 ................ 0 vf9l ......................................... ...........- -771 ,E4 LW ......... NNS ... .................. Lit tn t.0 0 1 ................................................................................ .................... LL Li 01 j (a W OZ5. ................................... ...... I,,!! mLn< ........ ........... Z __.I................. Q 0 mv M 2 @8 C6 EXTERIOR 6�7 163 E6 0�6 Wit D.L. • OPG, IZ • L2 BY OR 2BY PANEL WIDTH WOOD BUCKS 0 Z 1/2" MAX. -——-------—--_--------------------­--- MAX. DOOR FRAME WIDTH ............................... ............... ................ ................ LOAD BEARING SHIMS jj z jEn ck- , GREINF. ASTRAGAL a r7 #14 X 2-7/8" FH SDS 'El" UNANCHORED JAMB AT 5" FROM ENDS— 0 00 0 LL AND 11" O.C. (n 3:: tGl L5 >_ ........... ................ .............................. ........... ...................... .......... ...................... ................. ................L 0 .......... ............ ......................................... ............... .................. ­­­..................... .....................-............__............ co >_ ..................... ........ ­­ .... ...................- ........... ....................... ............................................ ............ ................... ................. ..... —-------------1� ............__........... ......................... ................... ....... .......... .............................................. ..................... ............................... .................... ................................................ ......... ................. t ...................... ...............................­__­............. ....................­­­­............................................. ­­­ L.......... ..........................-....................... ................................. ............................ ........... ...................... ................- ........... 2 ............................................................................................ .. ........ .............. ui ................ .................. ............ ................. ............... Z 0(r SILICONE EXTERIOR DOW CORNING 790 E6 1 4" MIN S3 DEPTH = 3/8" MIN. E . ...... / . 3/4" MAX. L2 ......... .......... GAP.... MAX. DOOR FRAME WIDTH ........ SEE NO E10 wD BELOW NOTE: 01 qp MAX. MOVEMENT CONSIDERED=1009.' STRETCH. 00 ix PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION 7059 y MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL NO. MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. f ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY drawing no ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. RION. GAPS LESS THAN 1/4- MAY BE DESIGNED BY ENGINEER OF RECORD BY r// Wl 5-83 THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. FL #19092ri� YONAL ............... �0� T-111,1 (sheet 8 of 121, Signed 12/16/2015 TYPICAL ANCHORS ,..-SEE ELEV. FOR SPACING € H J e Z N <c / F W Ci ........... �Y __. / wp 01 ap © N N � W ___ ...... ........... ................. ........._............._........._._....... .......... U. Lu Li w to _. __....___............. -,___ e_. ... fc 0 0.a f, J MIX 0 L. ;= .L V W • 1 .........� \ ••••.• • • t • • th N x_ .... �- TYPICAL ANCHORS TYPICAL ANCWWS Owe�• • it ' SEE ELEV. x SEE ELEV. Q uw=ub(n'u. • .... -- -1 FOR SPACING y FOR SPACING • Z c+f I ..... J -- • e t •' ... ..... _.....__.__._.............._ ._ •••• a _Q•� •• �} � • [ _ i • � t1i t7L� Lu � �• •� STRUCTURE .. _ f ( • ( • ••••• [tccz ul EXT. 00 &0:2 1/2"1/2" MAX. i • .� [ • I • (Eii •••• d 3 •••••• LOAD BEARING • • " MAX. SHIMS 2 •••• • • ••••: MAX, DOOR FRAME WIDTH 1 1 / 0 1"[� , • 1/2" MAX. LOAD BEARING V) , Z •• { MAX. DOOR FRAME WIDTH SHIMS v' ''•r __.__.. _......._. LOAD BEARING g SHIMSLJ £ W z (E U) ce ,. � I0 w TYPICAL ANCHORS 00 SEE ELEV. DRILL NO 7 l h FOR SPACING K , AND TAP FOR 1/4"-20 d E v CD >_to Lj N p W � to i C 9 i w a+ � r- 4 SET SCREW 1/4"-20 x 3j4" 1 ... o ---._: ._ ....-....�..........._........-..............__._........_..........._...._._..._, w r--AT 4" FROM TOP & BOTTOM —� . ..........�........._.._. .f:.... ... - -- AND (2) AT MIDSPAN AT 6" O.C. ... s C f f 0� • a.. ...-.........._.-............, k I i I J, O t I 1 VERTICAL SLOT a \-0.257"O x 1/2" LONG CENTERED J c! WITH THE SET SCREWS. 1/2" MAX. MAX. DOOR FRAME WIDTH LOAD BEARING ti`�� \ ` ��''V1sF' . ��� N CENf SHIMS j a f r PV0.70592 m a Yi V A �� drawing no. 15 83 FL #19092 lj lltttit sheet g o. _2 ! {. e Signed 12/16/2015 ^ .125 �452 ' 1.000 4,000 z 2.625 W 4.374 0 m El FRAME HEAD/SILL 2,250 E6) PANEL RAIL/STILE .412 SILL RISER (OPTIONAL) A31 0 CORNER KEY E2 FRAME COVER '125 T- 2.492 2,635 1 750 un 1.467 2.000 2.547 to =72 412 4.633 2.625 .1z PANEL INTERLOCK .0801. ALIGNMENT CORNER .00 855 E3\ JAMB COVER "El m 03 .950 SILL RISER (OPTIONAL) ty 060 1,073 1.073 2,287 CD INTERLOCK COVER _j .633 1.370 657 12 0 GLASS STOP (LAM. GLASS) GLASS STOP (INSUL. LAM. GLASS) —.0614 5.400 1.250 TRACK c 1,550 _ - FRAME JAMB 188 2.635 6.450 1,300 2350 1 1330 1.550 -12 � No.70m .07 1,850 5-17 1.467 L 1.570 drawing no. .060 W1 5-E E5 THRESHOLD/JAMB CAP El 3) FL #19092 Signed 12/16/2015 i . ITEM # PART # QUANTITY DESCRFPTION ;4IATERIAL MAfNF./SUPPLIER/REMARKS (� E1 1000-E-1001 2 FRAME HEAD/SILL t 6005_75 - SEALANT: - ...................................................................................._.._.__..._..- _......................................._....._...-............-............. _.. E2 AS REQD. FRAME COVER 6063-T5 - ALL. JOINTS AND FRAME CONNECTIONS SEALED WITH .........................._..................................... —....-_._....-..—..................................................._ u� E3 - AS READ. JAMB COVER 6063-T5 - I ....................._..........................._......_____..__... WHITE ALUMINUM COLORED SILICONE. Z €,I t E4 1000-E-1002 2 FRAME JAMB _ 6063-T6 - Q F ( z - ......._._............._..._..._....._-_. - ------ --.._.._._.........._.......... .� Z Q E5 1000-E_1005 AS READ. THRESHOLD/JAMB CAP 6063-TS _ �" W � —_.._.__..__.._._.._.._....—_ .. ......................_....._......_. _ LOCKS: �, ,a ....._._.._................._................... _ ... E6 1000-E-1010 AS READ. PANEL RAIL./STILE 6005--T5 4L 0 ` E7 1000-E=1011 AS READ. PANEL INTERLOCK 6005-T5 AT $E 2�FROM METALLIC THREE PLY DUAL HOOK LOCK O _........_._..........--._........................._ ............._......_.................._................._.........._ / O 0 w C4 (� .--� . .... ....-..._... .. 1000-E-1018 AS REQD. INTERLOCK COVER 6063-T5�___._..________ ____._ FASTENED TO LOCK STILE WITH �. (1j -__._._....._-......---...._...__._... -............................................................ E9 1000-E-1007 1/ MOV. PANEL TRACK 6005-T5 {2} 10-24 X 1f2' FH TG M5 0 ' _ _ Fpm EID 1000-E-1043 AS REQD. REINF. ASTRAGAL _._.�-...__....._..._.___........ _._.__....6005-TS................ - - _..__._.._..._..__-- SURFACE MOUNT METALLIC HANDLE AT 38-1/2" FROM BOTTOM '�' u 0) I ................. _ _._. _.__._.........__......._............_._-........_. FASTENED TO LOCK STILE WITH a > E11 1000-E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 6063-T6 - (2) 8-32 X 2-5/8" FH MS �►�-M a _ ..._.-_._...._................._- -_........................................................................... _.._ __ E12 1000-E-9002 4/ PANEL GLASS STOP (INSUL LAM. CLASS) 6063-T6 - - - - _ SURFACE MOUNT METALLIC KEEPER PAGING LOCK AT 38 1 j2" FROM BOTTOM C CL, <.`a'I ......................... _.__....._...---.....----__-........_.................................................._....._. E13 1000-E-1012 AS REQD. STD. ASTRAGAL 6005-T5 - FASTENED WITH • i", '� Fro: •••••• ..........._....._..._._...............-......................_...._........................._ .__............................._................-..- --....._........_.................._ (1) #14 X 2•-7/8" FH SDS AND •• Q" �N• a•N ( � •� E14 MGR-1014 AS REQD. 3-5/8" SILL RISER 6063-76 OPTIONAL {1} 12-24 X 1j2" PH M5 Q w '� u� I • -. _. ._._.._.__._......._... _..._..... .....___-_..- •••�• ,^ .a I � •••••• ' ......._._. UP I E15 MGR-1019 AS REQD. 4-5/8" SILL RISER __.__........_606.3_-T6 ' OPTIONAL ••••• tL - .............__._...-.............................._.__............._ i __..._...._.......-.._...._. _._.._._._...... •••• ', Z►srj¢•W :•••• _..._..................._............................-_ ---- G1 W71325NK AS REQD. I TRI FIN PILE W'STRIPPING ULTRAFAB •••• • •• ••••• G2 - AS REQD. COMPRESSION GASKET EPDM DUROMETER 70±5 SHORE A •• •• ••i•• G3 i - AS REQD. OFFSET GLAZING CASKET _- 4_ SANTOPRENE DUROMETER 70±5 SHORE A •• •• =t ''``' •••••• _. ................................._... 4444• i 'v • N �� G4 - AS REQD. WEDGE GASKET EPDM DUROMETER 7025 SHORE A • !'z ..i G5 E516 AS REQD. AIR SEAL GASKET SANTOPRENE ULTRAFAB ••:• o •••••• _....__. --.................................................................................................._._..._._.... �r ........................................ ........... G6 E238..-_AS REQD. INTERLOCK GASKET _..............................._....._.._.............................................._.............._: POLYPROPYLENE ULTRAFAS • • O `r i....i G8 - - 1 4" THK. FOAM PAD POLYETHYLENE _ •• o $•• • ; • • . Z •• o I k , _ F (39 - - AIR SEAL BRIDGE AT INTERLOCK POLYAMIDF - V) -_........................_._.........--.._............. .......__...__..._.._......_....._......__. 'F G10 - - AIR SEAL BRIDGE AT MTG. STILE........................... POLYAMIDE - to G11 - AS REQD. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A z N to _........_.............._.._......................- _ .................................................. ......-----1.__._........_.......___ _...___..__ __ __. ___ ___. ._ _..-- ..........____...._._ 'O VIco Al - - ALIGNMENT CORNER ST. STEEL - -........_..._ � ,1.0 � � 00 A3 ! i o __________-_ - _. ......... - , _....._- ....._ Q < L1 PS01-7002 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK o !1 z o ...._..._................_..............._.._.._..----- _.....................................................— -- I p . 1 . ._._................................................_ w_...._..-...._......._.._..... L2 PSOI-7102 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK - --- - - ............................................. L3 PSOI-1005 - ADJUSTABLE STRIKER - INTERLOCK -� C� I�w '- uj w ......................1......................._..._......_....... -- -- — ............ . ...- LOCK RECIEVER ........._. ....- ...........................5 ---...____._._......................_.._..................__. ..~. ; ---- _._......._........................_.__....._ ........__........._... ....... _._...__... - Mi _�.. ........................_._....................._2 PANEL ROLLER ASSEMBLY AT 9" FROM ENDS ST. STEEL/ACET FASTENED WITH (2) 12-24 X 3/4" PH MS ................................................ _.... _ ___.. --.._...... M6 - AS REOD. PANEL GUIDES NYLON ..................................._._......._.._............_._... _._.._........._.._..............._.._. _._............._............. _ M7 - AS REQD. 4 PANEL GUIDES NYLON - _ _....._.................................................. _..._..._._................_..._.... _._ ......._......._..-............................._._.. _._.. -..................._.._..__._...._.... o S1 #12 X 1 1/2" 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SDSC14f . _..............__..............._.._....................................._............_... S2 10-24 X 1/2" AS REQD. INTERLOCK FASTENERS, AT 6" FROM ENDS AND 12" O.C. ST. STEEL c PH 7C MS -- -.._........._.............._..._.........._..................................._ _ _.._..;......._.................... S3 #8-18 X 1/2" ! AS REQD. LOCK RECIEVER FASTENERS ? AISI 304 PFiiUP PH SMS ..................._....._................_._..._..-_._.....__..__ - ---- --— -_................. .... ........................... S4 1/4-20 X 1/2" AS REQD. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS _ I4n c � O D .F �1GENSF NO.T1?592 j n hA drawing no, i, `•. fi ID E P•• W15-83 FL #19. 092 ''��,j®NAL ---------.._.............--............. ti11111111Lsheet 11 of 12 Signed 12/16/2015 lz Z, < ns, 54 CL All :2 5 00 0 W CY C4 0 00 Ul .0 0 4� .000.0 All 6r, j LAD 0 Z_ 0 000 Z :0900: Z 0 so.: 0. 00 so 9. sees:* Ln A3 Goes@ � z 0 i 00 1 0 04 • Z 00 0 Mal LL i cn ��pd- "� m # 00 1 —j a U L 0 jOj 0� lm 00 .......... .. ....................... FRAME TOP ZBOTTOM CORNER L2 1 PANEL TOP/BOTTOM CORNER C, ociW4 No.70692 -3) 1 drawing no. W15-831 FL #19092 //j, AL 1 111"0 sheet 1� of 12 Signed 12/16/2015 tiYir. _ (2) ADDL. ANCHORS '" — __ _._____ 74 M .ty ... SEE CHART VDOA+ l0'IH ON SHEET 4 (4) ANCHORS iYP. ;.x...... 9.. .. _.._ __ -AT MTG. STILE ENDS` I WINDOW WIDTH 6" MAX AT 4" O.C. — _�_� A f FALSE MUNTINS (2) ASD_. ANCHORS I Z HEAD/SILL S L g,/ j ((SURFACE APPLIED) CHART-, I J CORNERS `� MAY BE USED ONESHEET 4 (4) ANCHORS G ►- _....._ .r r MAX MTG. STILE ENDS civ ¢ T....._..... ........._ .....-- ............_....... _.1 _ ,-_... . L-�- l—j-' -- _ AT 4 C 6.. _. Z, ✓ HEAD/SILL < A ,l I FALSE 44UNTINS fL rY --AT fL CORNERS . (SURFACE APPLIED 00 4O CJ I r MAY BE LISEDW _.... ._.__._........--------------- C (—p` CL - j f m 7 f 9 a •'- �.i I. is —• _. y �y O �•M 00 c C E 40s. j ? E 7 -T , .._.. • V tl 4p 0000•• ' D 3 _ I - jI i�Oq 2 \ w \ G (y r ? € 7 x 0000 I•�' •• t O I m • i3tji I ¢ w C^ ¢ 0000 I 1i 0000 • IdO;O �" m.i c+i-> • i� 4L �© c� ap O j ` r7 i r'S 0000 Z N • • ,. ,. 0000•• I' N } n ;j :O ;) {j j 0000 LLL • ,`�— •0000• • }' t� li ,' 0000•! �•••�•�_, /, Y :••.•4,'U • 000::0 77 i 3, 1 • 0J i�• • 0000•• 0 :••• • • .4„.„....._._,�.w-.... __......._,...,,,.,„...,...„, w`..ii -.w___-....7(.. .................,,.rI......._........._.,.. _._...rI./ ._.w_ ... _....J[. ___............___..._–..,...T.___.......... ..........__Ll__.._.i ::.:_J.. _ �•--•-- �•�••••••••�t_ Is00600 u 0.00 ••y .......__..........._....... -.........._............. . nr .00.0: , l i is dn o > 'S — 32 318" 32 318" I �'�a j 43 318" I 43 3/8" a z -r j .........................................._....._...................... _ x D.L. OPG. D. L. OPG.---' io O.L. OPG, D, 1. OPO. is t 1 LQ LLJ 37 3/16" 48 �_ _-.. __. _....._..._. 3116" O _ a VENT WIDTH w--- T VENT WIDTH O jl TYPICAL ELEVATIONS .. ......_ _....... _ g ' aD J o 89 3/4" TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WINDOW WIDTH t I SHUTTERS ARE NOT REQUIRED o S ___ __.. _ .___.__ ___._._„___._____. (a� ANCHORS SERIFS NIG-300 - -__ _ _._ �, �, 31 AT MT:G. STILE ENDS { 0 6' PAX, j A\ '' AT 4 O.C. ALUMINt.4I�I HORIZONTAL SLIDINCx_,.WIN�DOW o '� r i'' _ .._ HEAD/SILL } 6 _ W CORNERS I DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER _ I I __ ._.•' .._......_. CHARTS SHOWN ON SHEETS & 5. _Tr.� PRODUCT DOCUMENT �-c.r.) PREPARED BY TN15 NNa Z IS GENERIC AND DOES NOT 1 — PROVIDE NFORMAT€Oad FOR A SITE SPEjFIC � APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE PROJECT: i.e WNERE THE SITE CCNOITIDNS DEW:E FROM THE P.E.D. 3 I T 'E-CO NVRAt-TD4 TO BE RESPONSIBLE FOR :HE SELECTION, PURCHASE AN I € I COMBINATIONS OF H.R./H.R. OR HORIZ, ROLLING WITH OTHER i INSTALLATION OF THIS PRODUCT BASED -ON Tt,IS PRODUCT E�JALUATION WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING PROVIDED HE/SHE DOES NO. DEyMATE FROM THE CONDITIONS DETAILED —' -- F.B.C. APPROVED MULLIONS IN BETWEEN. ON THIS Do vMENR. I o j C–THIS PRODUCT EYAL(jA'`iON DOCUMENT WILL. BE CONSIDERED INVALID F ! s ' 7 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ALTERED BY ANY MEANS. R WILL APPLY TO ENTIRE SYSTEM. I ' D SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED v' I 2 i. < i j ----.-.– '-••--•—. EI IN''£P OR ARCHITECT W41CH WILL BECOME Th£ Eh iNEER OF RECORD (£0.R) rn FOR THE PROJECT AND WHO WILL L BE RESPONSIBLE FOR THE PROPER a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE\ _\Ip ¢ m USE OF THE P,E.G ENGINEER OF RECORD, ACTING AS A DELEGATEDI - - :E REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE ENGINEER TO THE P.E D. ENGINEER SHALL S�LEM17 TO TWIS LATTER THE SITE! o z 6 INCLUDING HIGH VELOCI Y HURRICANE ZONE {HVHZ). sPEC+FIc DRAWINGS FOR R vEw. Z to tv I ................... E–THIS P.E,D. S'4ALL BEAR THE DATE AND ORIGINAL SEA' AND SIGNATURE OF G IJ ;i ' WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER TLE PROFESSioNAL EnvINEER DF RECORD TaT PKEPARED T. °i o j _^ c_ LOADS TO THE STRUCTURE. ..... .. _ .___ _ ........_..._............... _ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FL #20359 Q EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. P. 2 379 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ��ti�i►1 NOT PART OF THIS APPROVAL. " A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Y .. ..._.. .......__ I. I ALL SHIMS TO BE HIGH IMPACT, NON--METALLIC AND NON-COMPRESSIBLE. 'Dy MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 1 � �z COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE _ 48 $ .- --� D. L. OPG. ,I�o REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. Owing no. 3x 31a� D.L. OPG i' MANUFACTURER'S LABEL. SHALL BE LOCATED ON A READILY VISIBLE LOCATION tl 6-26 37 3116 f IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BU LDING CODE. VENT WIDTH � � LABELING TO COMPLY WITH SECTION 1710.8.2. TH1 of j Q 111 7/8" WINDOW WIDTH � :I I 6" MAX. (4j ANCHORS AT 1.1TIS SflLE ENOS tfE.AD/SILL q AT 4" O.0 I FALSE MUNTINS - Q 3 CORNERS 6 l ITA�AYBE USED LEE?) z j _. —-..._ . 0 i — 0 uj C+I f 1�( W If i ! , r 4I ( 7 cyO 7 7 O R^ O s ! _... _ • • it OF �oo •••••• � i k € , E, €� � V1 ••• yr ty�{ (- iuOaf� •• l I Ij ••• tVr ♦W cZu `}t y• ••••�• ~ CD :O J I U � u�., U j _ —� tY. z �- ••• • W Z '� • • l _' I — •• • t cz • • • o•• s• In • •••••• 6 ' I • a' 0 a • • l • • 32 3/8" 32 31 32 3/8" d ' 3: d 'rn' D.L. OPG. D.L. OPG. D.L. OPG. i < 0 1 37 3/16" 37 3/16" VENT" WIDTH VENT WIDTH � (t} cr .......... ........_ _. ..... W NDOW WIDTH 00 rb tEEn � � " I (4) ANCHORS ' j < ki 6 MAX. FW AT MTG. STILE ENDS I O i t �y AD/SILL I 'A`, AT 4 O.C. FALSE MUNTINS C3 -I CORNERS 6 > / (SURFACE APPLIED) l (i d -' x MAY BE USED tZi00 3 _—...._._.............. _.. ..... .... .. ; I € l I I f S 1 C I { ' U t= t t U 1 1 so O 1 X Ito � s } ! 4M I l t1 Al Lo i e Sealed 4-18-16 ....... _........ ._..... -._.:._... .._._.._.... ..... ......... l -1 < m� �_i _ (s 32 3/3 48 1/8" I 32 3/8" I <iL ;l r 01, OPS. G.L. OPG. D.L. OPG. � �0 -owing no. � 37 3/16" 37 3/18" VENT WIDTH "' VENT WIDTH TYPICAL ELEVATION 116-26 I TESTED UNITS FL #20359 ,� rff r 3Ntlttk!ji'' 'sheet 2 of 1Cj —1/8" HEAT STREN'D. GLASS 1...__.3/16" HEAT STREN'D. GLASS �_-3/16" HEA': STREN`D.. GLASS ;moi N .09L" Intertoyer D9O" Interlayer .090" Interlayer S -Eutocite PVE —Butocit.e PVB s-SentrvGlosto \ i By 'Kuroroy America. Inc.' 1 Ey 'Kuraray Americo, Inc.` By 'Kuroroy Americo, Inc.` i 0 a ' r-1/$" HEAT °•TREND. GLASS t ', j 3/16" HEAT STREN'D, GLASS is 3/16' HEAT STREN'D. GLASS — N'< CL CL i4 SILICONE " , SILICONE i w SILICONE _ _ _-j t DOW 795 / DOW 795 ` in � DOW 795 N i 'LZ 4 s .U7 „krt I n Fes- _ `Q 22 22 22 J d h- I rio�.� / L Ica `It U w tai {{ O Q ••• x It It Z�•a • •••••• of 1G \ � t0A \i 3 I iCt \ ••• W u �! • • �9) AT 1/4 POINTS ON LITES x AT 1/4 POINTS ON LITES � AT 1/4 POINTS ON LITES ••• • � �W La Off.$• • , • • 29 WIDER THAN 36" ONLY 19 WIDER THAN 36" ONL`f 29 WIDER THAN 36" ONLY •• � � W � � � ••�••• GLASS TYPE_'A' GLASS TAPE 'Li' GLASS TYPE ( ••• � "`�•; •..... 5/16" OVERALL LAM GLASS 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS ••• • : • n •• f • '� I Z • •-N ! •••••• 8" TEMP. . ,GLASS '/8" TEMPGLASS 1/8" TEMPGLASS p -i • • � 1. � �31 z AIR SPACE -1/4" AIR SPACE ' ---1/4" AIR SPACE F i �--1/8" HEAT STREN'D. GLASS �3/16" HEAT STP,EN'D, GLASS 3/16" HEAT STREN'D. GLASS ca ;.. � L 1 `` Ce to �t .090" tnterloyer ', �� 090" Interlayer �t 090" Interloyer r x ;---.Bator ite PV$ --Butocite PV$ ( SentryGlos £3 r y 1 By 'Kuroroy Americo, Inc.' i By 'Kuroroy America" Inc.' 1I By 'Kuroroy Americo, Inc.' Q € G7 v, r3 uy I CO -1/8" HEAT STREN'D. GLASS '1 3/16" HEAT STREN'D_ GLASS l lti !t 3/16" HEAT STREN'D. GLASS 5 ; U) a o 'er � o w ; 4 SILICONS 1 SILICONE w SILICONE �1 t 41 irOOi'w` 795 DOW 795 �_ ,i i DOW 795 I € N LJ � � t{ I Z m i � oG M w < uin t � 1 ` -- 22, 22 ,.' 22 i tn . _ _._..__ _ _ r_._...._-_: ._-- t cr y c I I J ci o ttG � ° 10 1GeK '' ° AT 1/4 POINTS XLj Li AT 1/4 POINTS AT 1/4 POINTS I ALL S':ZE5 ' 2� ALL SIZES 29 ALL SIZES GLASS TYPE 'Al' GLASS TYPE 'B1'- _ _ _ _ GLASS TYPE 'C1'_ 11/16" OVERALL INSUL. LAM. GLASS 7/8" OVERALL INSUL. LAM. GLASS 7/$ OVERALL INSUL, LAM. GLASS (� � I � GLAZING OPTIONS Sealed 4-18-16 _.I 4 r'' J/4" AIR S'AC C_G I TIXG...._QF. — ► ; 'DURASEAL' EDGE SEAL SYSTEMBY 'C)UANEX' v t u w, ..................................._.._.-... )wing no. j 16-26 FL #20359 'sheet 3 °f l0', ..............I __ _, 01 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 15, GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES ' FRAME DIMS, 'A' & 'A V FRAME DIM, FRAME DIMS. FRAME DIMS. B* & IBI* W01H H.- EXT.(+) I OTH HEIGHT WIDTH HEIGHT T,(+) INT,(-) �(-)[INT(-) WIDTH HEIGHT - ` ° ° ° 80,0 90+0 14 96" wo °°°°° ° ° 98.5 ° ° ° °°°°°° co 140.0 0 90,0 102,4 0 Lj 80�0 80.0 90.0 140.0 7 96" 48" OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH c; 74 90.0 1400 72" 90,0 140,0 XO OR OX' Sealed 4-18-16 13 OPERATING VENTS 70 BE 1/2 OF THE WINDOW WIDTH NOTE: I I 'XO OR OX' GLASS CAPACITIES ON THIS SHEET ARE owing no. 'I 8ASED ON ASTM E1300-09 (3 SEC. GUSTS) i AND FLORIDA BUILDING COMMISSION V1 6-26 DECLARATORY STATEMENT DCA05—DEC-219 F1, #20359 sheet 4 of 10': _ DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) (XOX SIZES) (XOX SIZES) (XOX SIZES) GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES cn FRAME DIMS. 'n' 'B i' c' `CI' FRAME DI1fS, n` k '131' c' & 'cf' FRAME DINI5. t1' i� 'BC r'c' & 'Ct' FRAME DIMS. n' & 'xf" c' � 'C)' � WIDTH HEIGHT EXT.(+) INT.'-) EXT.(+) 1'JT,(-) W101� HEIGHT EkT.{+) INT.(-) IAT.(-) WiOT) HEIGHT EX-T.(+) INT,(-) EXT.(+) MT. -) WIDTH NE€GHT EXT.{i} EvT.(-) INT.(-) C j }- 74" 80.0 j 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 74" 83 0 I 80,0 90.0 140.0 72" 80.0Sa.d 90.'0 140.0 "' �. _ t, 106-1/4" 2& 80.0 80 0 90.0 '40.0 84" 80 0 80.0 90.0 140.0 106-1/4" 80,0 I 80.0 90.0 140.0 84„ 80,0 I 80,0 _90.0-' 140.0 s 26^ _ 2 p' 80 d 80.0 90.0 140.0 96" 24" 80.0 1 80d Q-0.0 140.0 i 1 1" 80,0 80.0 90.0 140.0 96" 24" 80.0 80.0 90:0 140 0 a - __. _ . _......._ _ _ 126" 80.0 80.0 90.0 140.0 108" 80 0 80 a 90.0 140.0 126" 80 a 80.Q 90.0 74Q,a 1 Q8" 80 a .. 8fl 0 90.0 14p 0 _.. _....__ >rt I• 74' 80,0 80.0 90 0 € 140.0 120" 80.0 80.0 90.fl 140.0 E 74" 80,0 80 0 90,0 140.0 120" 80.0 80 U 90.0 140.0 D M_ € ........ ..... . _ „_..- _ _ #- 106-1/4' 80.0 80.0 9fl 0 140.0 72" 80.0 80.0 90.0 140.0 106-1/4" 80 0 � 80.0 90,0 140.0 72" 80.0 80.0 90.0 140,0 � C U N m 38-3;g' ... _- .._. ... __ __ 38-3/8" ___ _ .-;�_ _. - .1` 80.0 80.0 90,0 140.0 84" 80.0 80.0 90.0 140.0 1 i 1" 80 0 80 0 9a 0 14Q.0 84" 80.0 80 Q 90 d 140.0 D u i 126" 80.0 80.0 90.0 140.0 96" 35' 8Q 0 8Q 0 90 d 140 0 126" 80.0 80.o - 96" 36" 80 o 80,0_ 90.0 140 0 q 0 ' 1 ..___ - 74" 80.0 80.0 90.0 140.0 108" 80.0 80 0 9d 0 140 0 74" 80.0 � 80.0 90.0 140.0 106" 80.0 8U.0.__ 90 0 140 0 _.......................... 106-1/4" 80 0 80.0 90 0 7 4a 0 120" 80.0 80.0 _. _.. `Q�� / c 90.0 i40.0 106-t/4" 8Q.0 j 80 d 120" 80.0 80.0 90.0 144.0 { Q�' N 01D 'p 0- l8" .._..,_......,. .. 54_5j8" ......................... _ tz •••••• 80 0 80 0 90.0 140.0 72" 80.0 80 0 90.0 140 0 i i 1" 80.0 80.0 - - 72" 80.0 80.0 94.4 140.0 :• • •d W '� • ........... ... ......._.. ._ _.. .. _ _ _ u • 726" 80.0 80.0 90.0 t 138,7 84" 80 0 8fl 0 90.0.... 140.4 126" 80.0 80.0 - ' - 84" 80.0 80 0 90 0 140.0 � Z a v• ......... _( i ..._...... ......... •••• •.J D V q �1: ••••i• 74" 60.0 80.0 900 ...._140.0..... 96" 48" _84.,0 80 0 90.0_ 1 140.0 74" 80 0 80.0 90,0 140.0 96" 48" 80.0 80.0 - -W ••• A � F € • • • 106-1 J4" 80.0 80.0 90.0 129 0 108" 80.0 80,0 90.0 140.0 106-1/4" 63" 8U 0 1 80 0 - 108' 80.0 80.0 - • • • • 63 _..._.... _ ..____ ...._ . ........_ --- ._. _. ._ .._.... ._. __. ._... • Z _ • .Q w 80.0 t 80.0 90.0 125.7 i20" 80.0 80.0 90.0 140.0 111" mo ' 80.0 - -- 120" 80.0 80.0 - [ - ••• °` -• •• ••••• 126" 80 -1.0 80.0 - - 72" 80.0 t 80.0 90.0 140.0 74" 80 0 I 80.0 - - 72" 80,0 80.0 [ ••••i z:... i ••i•• 74" 80.0 80.0 - - 84" 80.4 1 80.0 90.0 140.0 106-1/4" 80.0 80,0 - ± - $4" 80 0 80 0 I • •• • oQ • _.._ _ .. _ ... _.... V) • o • 106-1/4- 8^0 80 0 - 96" 6d" 8074' .0 80.0 90.0 140.0 96" Bfl" 80,0 SQ 0 - ( •• • .06 € • •••••« 80.0 80.0 - - i d8" 80.0 80.0 50.0 136.5 108" SO.o 80.0 - - O ,n : • • ....... ............... ..- __ .�._ - �__ r_ • • •••••• 126" 80.0 80_0 - - 120" 80.0 80.0 - - 120' 80.0 80.0 - - ••• _ ••• ' • • 72" 80.0 8c0 - 72" 80,0 80.0 - •e 841, L, 80a 3 sad 84" 80,0 ( Bao 96" 72' 80 0 Sao 96" 80.0 148" 80 0 1 80.0 108" 80.0 80.0 - O 124" So.o afl.d _ _ _ a Qi s 00 C3 „ � 0CD� N (1/3w) (1/3W) ��' (1/3w) �- : o OPERATING VENTS 10 BE 1/3 OF THE WINDOW WEbTt-f OPERATING VENTS TO 8E 1/4 TO 1/3 OF THE WINDOW W}iJTI€ �€ XOX' `XOX' � E , (T ; € LT I J Sealed 4-18-16 - ;�t41111! a06a;r, r � NOTE: GLASS CAPACITIES ON THIS SHEET ARE f- ............._:,_...... ...........U BASED ON ASTM E1300-09 (3 SEC. GUSTS) owing no, AND FLORIDA BUILDING CCMN41SSION 16-26 DECLARATORY STATEMENT DCA05--DEC-219 .f FL #20359 , \Y, iSheet..._5 of 10 Jay TYPICAL ANCHORS ,•,a WOOD BUCK-\ 3 SEE ELEV. r FOR SPACINu �� a �. ( EDGE DIST. INETAL I r --- -- I 1 a c ! a tY I F.B.C. PPROVED EDGE STRUCTURE I MULLION & MULLION ANCHORS14 a n SEE SEPARATE APPROVAL _...:._ y a � EDGE DIST. , ' T `9 ! d !- _- _ .._..__ f car Q. o I i EDGE DIST '� Z i I . ------- ---------- th O; 4 u. 0 UJ ,; TYPICAL ANCHORS ; €'CAL ANCHORS TYPICAL ANCHORS © 0 W TY l l E ELEV. SEE. ELEV. SEE ELEV. ! —SE E � FOR SPACING FOR SPACING FOR SPACING �t�t• vt .� us W ' _ .. Cb .....--.. WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS Z c*1 •••••• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ! AND TRANSFER THEM TO THE BUILDINGSTRUCTURE. . : . • _..... WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING ' • 4t'1 1" X 1 j4" WEEPHOLES AT 2-1 j4" FROM EACH END 1/4" DIA. ULTRACON BY 'ELCO' (F„=177 KSI, Fy=155 KSI) ; © . •�* ' •••••• ! W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z'••••o .••••i END WITH PLASTIC BAFFLE 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SIL LfJAIv48S) •• � � 3(�•••••� � • • I T THRU 1 BY BUCKS INTO CONC. OR MASONRY f ce `� ' td o I SEALANTS: ci �+ B �,I 1 -1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS} cn w! +'''� I �i ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT I In 1-1/4" MIN, EMBED INTO MASONRY (JAMBS) rT O m AT EACH END AND INSTALLATION SCREWS IN SILL SEALED .� r� ao a, k ' WITH ALUMINUM COLORED SEALANT. DIRECTLY INTO CONC. OR MASONRY I mi I_ °� �' yi i ; I 1-1/2" MIN. EMBED INTO CONCRETE {HEAD/SILL/JAMBS) ! ¢ I£t1i S ! 1 1/4`" MIN. EMBED INTO MASONRY (,JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) i' I r w =1 INTO F.B.C. APPROVED MULLIONS ~ m, ALUMINUM 1/8" THK. MIN. (6163-T5 MIN.) (NO SHIM SPACE) - r INTO METAL STRUCTURES � STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) r (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I sJ ° �1 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY 2-1/2" 'MIN. I r- -ti INTO WOOD STRUCTURE 1" MIN. ' ' �'� t5J INTO METAL STRUCTURE _ 3f4`" Mlle. 2 I WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. a CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. B c-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ° ° I ss�---- i W1 Sealed 4-18-16 �, r �� - I I I � I _ . r. DIST i. ss Z' 1 B l a W2-..i xy 5... ..._ 'tea `•' I` v °WOOD BUCK owing no, a a \ TYPICAL ANCHORS v ` TYPICAL ANCHORS ",—SEE ELEV. SEE ELEV.r 116-26 FOR SPACING i EDGE DISI FOR SPACING _ .. _ FL #20359 f �,,r ' !:"''� sheet 6 of 1E} VENT WIDTH 1/4" MAX. f 5 25� --SHIMS W.AAXn. «y. SHIM 8 TYPICAL ANCHORS h �.........._p.L.O. OPTIONAL t—SEE ELEV. 1 t2a SPRINGtATCH f FOR SPACING i .�..................._..... .... — C4 24A { 0. a W t, _.......,. _ i P ui : ! --------------- -------- +� acl n' Fi ii da: z �j LU - 0 L;, -,4; •••• a W S ••• i EXTERIOR laY..._1 _ • • ......•--; • WOOD BUCKS •••• .�_;—• �•- •••••• 1� ! • i WINDOW WIDTH � ••• � i Z•• • � �••••� Ir TYPICAL ANCHORS XO LAYOUT ••• •• o ••:••• •-•SEE ELEV. CSX OPPOSITE FOR SPACING •••• �•••• •••••• • • !•� I`'`mo• • •••••• VENT WIDTH • O • y, • • 1/4" MAX. •• • •• • F • • • • MAX, ib SHst e i 7 p L O € ° TYPICAL ANCHORS OPTIONAL TO SEE ELEV. - (n `* I ( SPRING LATCH 4 a FOR SPACING 1 METAL_; -�,... �.L. . - - - - ---.... _ _ a :C7 0 o __ ___._.. __..._. I - ... - S`RUCTUkE •Fit ...... a j I f _.. I F � � w _...._. _ _ s • I t • E w� ---- ----- -- r------ ------ ----------- € F e 7€ t a � s �DY t 4 ; WOOD SUCKSm ` E D.L. OPG. WINDOW WIDTH 0 ..........................................................._...._............_....__... -...... _. --- - _... -.-_.. _. .... _.. O ° to, j+ TYPICAL ANCHORS �€o SEE ELEV. XOX LAYOUT ' CCI _ FOR SPACING Sealed 4-18-16 rx l_t_FN•y>&, ,f�a u ...............................__ ,owing no. vi 6-26 FL #20359 sheet 7 0f 10 ' ca EDGE DIST, x !cv I METAL F,9,C. APPRvVEO u 11 MULLION MISLLION ANCHORS 3: s ! r EDGE DIST. STRUCTURE m ! SEE SEPARATE APPROVAL z z <1 C £ EDGE DIST, I) .• ,a' a.. ............. CLO t. IL x »� iI i O J i 5 V < £� tai ( m 4A 1 3 p > _ } c: 0: o ALI_ I ? Qt iF ` f 0 ` TYPICAL ANCHORS TYPICAL ANCHORS I TYPICAL ANCHORS crZ IN SEE ELEV. SEE ELEV. SEE ELEV. W a U. FOR SPACING FOR SPACING FOR SPACING Ij. Z rn • • W tJ1 r— ; • 00 •• t� •• fir:,._..' • • 1 1 •••••• Z ••• : • :2,i00 • 0 }ar•••� cr t— ct� • ' ptrain� 1/4" MAX, ` co ro SHIMS , i(n n ALT, C3 W O TYPICAL ANCHORScli —i y SEE ELEV. b -- `. FOR SPACING (€ rl3 U-j y a s —. L I t I a i i t TYPICAL ANCHORS ra .2t 1 r-SEE ELEV. w FOR SPACING 4 e 4 J p o ! d Eni t I ! B / , I }Fir.—�.....�..._ ... ALT. X ° s j Sealed 4-18-16 itn ��tisilRldPf .... I 1 �€ { INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER � �' � _ � �` �e �\ ; !Q v > , o ,awing no .-. EDC ( G6E DIST FL #20359 �. ti,, sheet 8 of 10. 2.848 i ITEM , PART # i QUANTITY I DF,SC,RIPTION MATERIAL � MANF./SIPPL:IER/REMARKS M0203 1 FRAME HEAD �.. x. �.__...._. m _.. .._._ ... _._....._. ._.......... ......_..... ............. a" 2 ( MG301 i E FRAME SILL 6063-T6 � r 6113 MG302 t SILL TRACK INSERT 6063-T6 - __. _ __:. � � � ��� J 2.313 1.542. c.. ^,621.496 5 MG2112 _AS RECO F SH FRA E ADAPTER 6063-T6 _. _. ____. __ ___.._- ._____.__. ._ .. ...._ ..,._._ Li r tv 3.188 1 P. 6 MG 04 1/ VENT FIXED MTG. RAIL - _ 6(}63 T6 _ .062 __. ,._.. .- _ __ _._ ._ _ _._ ,,,.. .., _._.... .. _. /�yt ea v;. ii TYP, -'• 7 MG205 I 7/ VENT VENT INTERLOCK 6063-T6 0 w � MG304 7 VENT JAMB STILE I 6063 T6 � � d I q VENT TOP/BOTTOM RAIL 9 MG207 2/ VENT [TOE' AND BOTTOM RAL 6063-T6._ � C) I- N m 8. ... .___...._ ___... ___ .. _._-_.._.,,..._ ,_.,. S__.__..... .. . t ....__ i 7Q MG208 AS RECD. GLAZING BERCI (5/1GLASS) 6063-T6 ui'i _. _ ,,.._.,. . _.. ..-. _.. .. _ .... ? P7 j SGA MG209 A5 RECO. GLAZING BEAD (7ft6 GLASS} _ 6063 T5 o 1.189--, - 1,439 rt _� _ w _....... �. .... ..... .. . _.. .._... ..... CL a 10B MG210 AS RECD GLAZING BEAD QNSUL. LAM. GLASS) 6063-T6 p cs2 ___ :____.___._._- -. ._ _ E _ 1 13 MG305 AS RTEOD i ADD-ON SILL RISER 6063 T6 f FRAME HEAD TYP. - _...... ..._ _. _...._,.... ._ _ O 14 MG321 4/ VENT ROLLER HOUSING & GUIDE CELLON �' w z..... LL ... . ..._ .. ._. W �n ,......._..._...... 2.076 5 i MG322 2/ VENT ROLLER BRASS li 2.970 6 ..._ MG323 2/ VENT R..L __._ 1.7 89 t ROLLER PIN ST STEEL • 2 •••••• ....1.189 _... _._...,, .���_..__ _.._ __.___... _.. _.. _ _ __ Q iti � +- • Y 17 j #10 X 1" AS RECD, FRAME/VENT ASSEMBLY SCREWS CRS PH SMS •• • _ 18 1#10 X 3-1/2" 2 VENT ; FIX, RAI} SILL SCREWS SILL ENC? CRS � PH SMS •• •! #:-. •.._._•�. •••••• / 1 { ) __ 1.531 •0_. .� • n • • # 19 W222322 AS REDD. FIN SEA W'STRIPPING ULTRAFAB U oa •••••• _,_ j. _. _ _.__ _ ... .... . .._. �._ • Z•• • • • T.- -- 22 E202 AS REED GLAZING BEAD BULB j NEOPRENE ULTRAFA€I • • • I _,_. _ _.... B JAMB STILE 24 1 SL203P 2f VENT SWEEP LATCH At 10-1/4- FROM EACH END ZAMAK � SULLIVAN & ASSOC:_._ �____ ?� � • • q62 _ ••_ • • •v ••••• TYP. 24A {/8 X 5f 8 2/ LATCH LATCH INST. SCREW ST STEEL FH SMAS �O/n� ••••� •••••• •• • s VA to • 3.949 '" �+ --- "_-2.406-- 25 MG21 1 2/ VENT I SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH �� • � • o • _ _. > __.. 3.074 2.538 C5A 1/ LATCH LATCH SPRING ST STEEL 1 J •v; ••••i• I _ 26 I_21 WOW. H;-FLOW WEEPER - PREFERRED ENGINEERING PRODUC): 40 .. ,•� � � i••••i ti89 1,403 27 $ '...__1/ VENT 5/16" BOX SCREEN - � OPTIONAL iI m P q* � ` • • .... __ _._._ _._._ AS RECD. E SILL INSERT, 2" LONG 6063-T6 AT MTG STILE LOCATION' O 29 AS RECD !SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A Gl 00 I I: 2.818 - - 1.531-__ {n w v <. 7- ul (DO Li no FRAME SILLVENT INTERLOCK 21.....r E3 ce- C ED -� i CLI 062 2.844 062 p ... i_�___.� .526 .......... .660 500 ri i I .2..0 7.409 � 188 j ,062 1� i TYP. 13' ADD-ON SILO RISER (a 3~) SILL TRAGIC 094 ! u? -1.969 Q _ --.125 i 1.961 6` FIXED MTG. RAIL ,r r E 500 .672 1.000 01 o, q 062 .062 " I._ .....__. v o' TYP. I ... :+...1.122 __.. ..... k„ Sealed 4-18-16 2.848 2.974 _74 -_- (5 FLASH FRAME ADAPTER :28 SILL. INSERT 078 1.421 Ir LL== ­1.583r - 458 .134 985 I P- O0850 .86__ .86565 5 050 1.000 1.029 i� ; winfg no. 9 .876 ;1 1.096 «> ;1 t} OA 108 16-2611 4'J FRAME JAMB 25; SPRING LOADED LATCH GLAZING BEADS FL #20359 f, m`.''` - S if f f{I I1+Se1 sheet 9 of 10, cv 6 r I ' d' ✓. I F N ' J ^� k Q �- ..i z C, • �.� � I � ! • � W to � r • .' ,3 ••• •• �-- •"""-"�•="" 0000•• ( ! FRAME _TOP CORNER00 :0000: VENT TOP OTTOM 0 NER ••• f•� �!� • � ••�••• T � .. ' 00.00• iY ��•jt :0000: 17 M aha gg I �J M �3 w / FRAME BOTTOM CORNER Sealed 4-18-16 I � owing no. 0 6--26 FIXED MIG. RAIL CORNS FL #2035 °r, � ���,, _ _ m1. `�P(rt1�^�iii��' .,sheet. of 10