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RC-16-219 Permit No. RC-1-16-219 �sHO.'ms y Miami Shores Village Pemlit Type:Residential Construction S� tr 10050 N.E.2nd Avenue NWPer it Work Classification:Alteration Miami Shores,FL 33138-0000 Permit Status:APPROVED io ` Phone: (305)795-2204 oRA Issue Date:2/1612016 Expiration: 08/14/2016 Project Address Parcel Number Applicant 150 NW 108 Street 1121360090050 Miami Shores, FL 33138- Block: Lot: CHARLES ROSE Owner Information Address Phone Cell CHARLES ROSE 150 NW 108 ST 954-882-3338 Miami Shores 33138 Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 HOME OWNER Total Sq Feet: 0 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved: :In Review Window Door Attachment Date Denied: Framing Type of Construction: REPLACE FRONT DOOR,GARAGE Occupancy: Insulation Stories: Exterior: Drywall Screw Front Setback: Rear Setback: Final PE Certification Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Building Certificate Date: Additional Info: Review Building Review Planning Bond Return: Classification:Residential Review Electrical Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Plumbing CCF $1.20 Review Structural DBPR FeeInvoice# RC-1-16-58464 Review Mechanical $2.00 DCA Fee $2.00 01/26/2016 Credit Card $50.00 $77.20 Education Surcharge $0.40 02/16/2016 Credit Card $77.20 $0.00 Notary Fee $5.00 Permit Fee $100.00 Scanning Fee $15.00 Technology Fee $1.60 Total: $127.20 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 constructi=1^_ more,=orize e-named contractor to do the work stated. February 16, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy February 16, 2016 1 Miami Shores Village ' 1- y N 2 6 2016 i Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 5y. ' - = - —a_� Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20( 'q BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. F-IBUILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION DRENEWAL PLUMBING ❑ MECHANICAL OPUBLICWORKS CHANGE OF CANCELLATION SHOP � /� CONTRACTOR DRAWINGS JOB ADDRESS: /�V/ / v�'X/ /�'� / / City: Miami Shores County: Miami Dade Zip: .J ! Ni Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE::1 FFE: / OWNER:Name(Fee Simple Titleholder): �!� i rl�° Phone#: / z_l Address: / l /V b/ 4(f J-/- . / , City: /11I/Q M i _r111T 4 —State: F!• Zip: 3 f les/ Tenant/Lessee Name: 411,4 Phone#: Email: 4�a- CONTRACTOR:Company Name: _ 0uLPhone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1�XJ.6 _ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration'r ❑ New 2rRepair/Replace V-Demolition Description of Work: Specify color of color thru tile: I Submittal Fee� I Permit Fee$ )011. 00 � CCF$ / ' Z� CO/CC$ Scanning Fee$ Radon Fee$ 2--o J DBPR$ Z'dy' Notary$ Technology Fee$ Training/Education Fee$ 1, 66 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$7I !(j (Revised02/24/2014) Bonding Company's Name(if applicable) �' ► Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature \ ter, ,fes, ✓t 4—, Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this aG day of 3kNLNPE" 20 �� by day of ,20 , by uV ri 'who is personally known to who is personally known to me or who has produced ��t—\VE aass `. me or who has produced as identification d who did take an oath. identification and who did take an oath. NOTARY PU IC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: oS,Oy PY,r Notary Public State of Florida Seal: Sindia Alvarez PAy Commission FF 156750 %OF Fl. Expires 09/03/2018 ************************************************************************************************************ APPROVED BY �I V/L Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r 5tORw Miami Shores Village .mom Building Department 10050 N.E.2nd Avenue R Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: r�P.J� �•J'r DATE: 91 '()6 .fJ ADDRESS: D It /.. WY Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial Ck 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. r. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial LIIQ S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction.` Initial " ` 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and bycounty or municipal ordinance. rco Initial L.P i y � 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. &I', Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. �, D Initial lJ� 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial V\ 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial VL_ 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial - Lk 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. �'�,C Initial �/ _ Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 6 day of _J -"- 20 ir— By&(\(PQ5 W?\05- who was personally known to me or who has Produced there License or � 1�`—� VC 1� as identification. Notari PoUlic State of Florida OWNER NOTARY Sindia Alvarez oQ My Commission FF 156750 �`OF FVOQ' Expires 09'032018 i !ty R: ... .I oC- x7 �,,maytJW . . . . . . . .. . � � Miami Shores� Village I � APPROVED ZONING DEPT B�DG DEPT I f C t1C3.11 CT TO CiO'NPt,IAfVCE WITH ALL FEDERAL Vr i I/11 t AND CCItJNTY Rtit FS ANn RFGLILATIONS h �I eel kti .1 Fro I I M�At L //13` l KIT/q�e J+j 'Siou'Rk. 1, v I Loa l �V/ , I Hurd fan s Vtv /Vw.. , ag L5T FA I o a K -•er� Uor r r OR ry, ��yj4 n Vn- Florida Building Code Online Page 1 of 2 i" °r; BCIS Home Log In User Registration Hot Topics Submit Surcharge ;Stats&Facts Publications ;FBC Staff I BCIS Site Map ;Links i Search Busines "' PfOessl Product Approval (/1/ OUSER:Public User Regulation Product Aooroval Menu>Application Detail FL# FL15256 Rl `I Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN FEB 0 5 2016 ' Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 36 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com 21t „ Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies f„ (C" Compliance MethodCertification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year •• ••• • • • • AS 201 1994 •• CTAS 202 1994 • •• • • • • ••• TAS 203 1994 Equivalence of Product Standards Certified By • •• • S•• • • • • • • • • • • • •• • • •• • • • • • • 0*0 • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• https://floridabuilding.org/pr/p'r''ap'p_dtl.atx ydr,tn=v6GEVXQwtDgv3yVVKJZ1 QRON%... 2/4/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 01/13/2015 Date Validated 01/14/2015 Date Pending FBC Approval Date Approved 01/19/2015 ....................................................._........................._......................................_........_.............................................................................................................._._..._._......_..............................................---..._—..................._............_.............. ... (Summary of Products FL# Model,Number or Name Description j 15256.1 Contours 12'-5"x 6'-10",Opaque Steel Wood Edge Inswing and 11 lOutswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15256 Rl C CAC NIO11062 NI011062.0l.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other:XX,XXO,OXXO DP: +/-60 PSF; X,OXO DP: +/- FL15256 R1 II JW032012FL SS 2015-01-07.pdf 65 PSF. Doors are not rated for water infiltration Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 requirements. Non-impact sidelites requires an impact Created by Independent Third Party: Yes resistant covering to comply with FBC Section 1609.1.2 Evaluation Reports I FL15256 R1 AE PER3321 SS 2015-01-07.pdf Created by Independent Third Party:Yes 15256.2Contours 8'-9"x 8'-2",Opaque Steel Wood Edge Door Inswing and Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15256 R]. ( GAC NI011061-Rl.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: Doors are not rated for water infiltration FL15256 R1 11_JW0720.12FL_SS._20.15,-0.1_07,.pdf j requirements. Non-impact sidelites requires an impact Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 j resistant covering to comply with FBC Section 1609.1.2 Created by Independent Third Party: Yes Evaluation Reports FL15256 Rl AE PER3322 SS 2015-01-07.odf j Created by Independent Third Party: Yes ..........................--. Back Next Contact Us::1940 North Monroe Street.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 anemail 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 Accepts: W. -t M_ 0 scc ur itv.m d•-'t k wF OEM •• 90:•• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • •• • • •• • • • • • • • •• • • • • • • • '6:9•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• https://floridabuilding.org/pr/pr_yap'p_dtl.as'l)x.y'1rft=vOGEVXQwtDgv3yVVKJZI QRON%... 2/4/2016 NOTICE OF PRODUCT CERTIFICATION t e�, rucr Company: JELD-WEN Doors Certification No.: NI011061-R1 3737 Lakeport Drive Certification Date: 04/17/2012 Klamath Falls,OR 97601 Expiration Date: 04/30/2020 % 11" Revision Date: 10/27/2014 if Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/&w/o Impact& Non-Impact t + " Rated Glazed Sidelites(w/wood frame unless specified) Specification: TAS 201-94/202-94/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label 1repi'84 ,pts product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within :....;NAMI'S C'frt'tified l'f'ooACt.Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). """ ' • Inswing Glazed Design Missile Test Report Number ' Configuration ••• •• or or Maximum Pressure Impact Drawing Number& " •• •Outswin Opaque Size Pos/Ne Rated Comments • • • "'XX "' I/S Opaque 612"x 8'2" +45/45 psf Yes NCTL-210-3801-1/FL 1803 • • Max Panel Size:3'0"x 8'0" • • •Wouble • . Installation Details:JW072012FL •• " ' Qualifies Configurations:X/XX ' •�,• Xx O/S Opaque 652"x 81" +45/45 psf Yes NCTL-210-3801-1/FL 1803Max Panel Size:3'0"x 8'0" '. '.D8VDle • Installation Details:JW072012FL • • • • Qualifies Configurations:X/XX '.01C.7C0 I/S Door-Opaque 819"X 8'2" +45/45 psf Door-Yes ATI-65888.01-301-18//NCTL-210-3801-1/CTLA 697WA/FL 1803 Max Panel Size:3'0"x 8'0"/Daylight Opening:7"x 67' Double w/Sidelites Sidelite-Glazed Sidelite-No Glazing:IG-1/8"Tempered w/LVL DB Jamb Mullions Installation Details:JW072012FL Qualifies Configurations:O/X/XO/OX/OXO/XX/XXO/OXX/OXXO OXXO O/S Door-Opaque 839"X 81" +45/45 psf Door-Yes ATI-65888.01-301-18/75771.01-301-18/NCTL-210-3801-1/CTLA697WA/FL 1803 Max Panel Size:3'0"x 8'0"/Daylight Opening:7"x 67' Double w/Sidelites Sidelite-Glazed Sidelite-No Glazing:IG-1/8"Tempered w/LVL DB Jamb Mullions Installation Details:JW072012FL Qualifies Configurations:O/X/XO/OX/OXO/XX/XXO/OXX/OXXO National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: ]ELD-WEN DOOR TABLE 1 INSTALLATION DETAILS HVHZ APPROVED SYSTEMS:O,X.00,XO or OX,OXO,000,OXX or XXO,OXXO,000 W/BOXED SIDEUTES CONTOURS STEEL DOOR,WOOD EDGE SIZE QUALIFIES:OPAQUE ACTIVE PANELS AND NON-IMPACT GLASS SIDELITES 5 MAX.PANEL WIDTH-36" "TALL SYSTEMS: 24 GA.OPAQUE DOOR&GLAZED SIDELITE (x)(oxo)(xx)(xx0)(oxxO) UP TO 8'-4"X 8r-0" 7.EA +45 OUTSWING/INSWING UTSWINGGENERAL NOTES1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(LB.C.)8 INTERNATIONAL RESIDENTIAL +45CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 202-94 AND _ TAS 203-94. PRODUCT ALSO MEETS"HIGH VELOCITY HURRICANE ZONE"(HVHZ)REQUIREMENTS. 2.1X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL COMPONENT LIST MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. HEM DESCRIPTION MATERIAL QTY. 3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) WOOD AS REQ. FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2 2x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ. 4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS 3 1x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ. FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT 4 #10 WOOD INSTALLATION SCREW W/1 1/2'MIN.EMBEDMENT STEEL AS REQ. tJSTA LATION INSTRUCTIONS,REFER TO JEL0.WEN 105'MAX.FRAME 5 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ. • • • (�H;�I AENT#JII 6(P HUNG EXTERIOR ENTRY DOORS) 15 tl2"MAX. 74"MAX.FRAME •••••• FOUND ON THE1ELo- ENjWEBSITE: FRAME TYP. 6 #9 X 2 1/2'PHILLIPS FLATHEAD WOOD SCREW STEEL 4 OR 8 • • JELD-WEN.COM/POODUCT•SUPPORT/DOCUMENTSi D.L.O. 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. •gN6fAtLATION-INSTRUCTIONS SHT.#2 8 #9 X 1"PHILLIPS FLATHEAD WOOD SCREW STEEL 28 OR 56 •••••• • • 0FLORIDA *�(`�'�`-� LU ® i 9 'OVERALL PLASTIC FRAME NON-IMPACT GLAZING IG BY ODL PVC 1 •• 5 REQUIRED ON NON-IivvAk GLASS SIIDELI ES.TIERS ARE �. 10 KWIKSET LOCK SERIES 400 STEEL 1 •••••• O 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 6.f(8If WSIGN PR&MI TINGS,SEE TABLE 1,SHEET 1. H Q •••:•• S.•ALL�ASTENERS•IIQ&Q�SHALL BE COUNTERSUNK n m 0 00000 •eft%DEEP. EXAIvWI,8/16' w O i I �i r= 11 OVERHANG • • • • • 0009 •••• z(7 i *NOTE: PRODUCT HAS NOT BEEN RATED FOR LENGTH O m •••••• • 3 w1O WATER INFILTRATION. IF AUTHORITY HAVING •••••• (ALL Q N •••••• �•CORE DESIGN:EXPANDED POLYSTYRENE WITH 1.0 TO 1.25 LBS~N W JURISDICTION REQUIRES THAT PRODUCT MEETS 0 O m 2 jNS Y,BY JEAAdtR Me. O z N THIS REQUIREMENT,PRODUCT SHALL BE USEDnWHEN INSTALLED AT LOCATION PROTECTED BYS.FAeESHEETS:P4 GA(Oa2l'MIN)THICKNESS.GALVANIZED STEEL OVERHANG SUCH THAT OVERHANG(OH)RATIO• �/fOG.M¢l.YIELD STRENGTH FY(AVE)=40300 PSI. HxED OH LENGTH+OH HEIGHT IS-1.0 = M n c x •••IwPACT RATED NON-IMPACT 8-4 X 8-0 ELEVATION OVREARH NG u o S M a TIO OPAQUE PANEL SIDELITE SEE DOUBLE DOOR W/V-4 SIDELITES(OXXO) i w 37 1/2"MAX. SHT.#2� 53'MAX.FRAME 53'MAX.FRAME 68 1/2'MAX.FRAME I —74'MA .FRAME o o FRAME TYP. o151/� W W I- (7 N �J Z 6 1MAX. ® FRAME \ ® �' ® i EIXED ® ' ® 1nZwZptoC � 2S \ \ l 0 aH0 W QW o o w a f0y WO \ 6-0 X OU ELEVATIONZ)p bo z w Q 'TDOUBLE(XX) Oa ACTNE ACTNE ACTNE ACTNE INACTIVE H IXED I%ED I%ED D \\ '' i 0 d o W 3-0 X 84 ELEVATION 1-4 X 8-0 ELEVATION 4-2 X 8 0 ELEVATION 4-2 X 8-0 ELEVATION 5 4X8-0 ELEVATION \i\�S F O 7i� g L)N SINGLE(X) SINGLE(0) DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) `��Q.Qr.••'. ::(�,p�� ovre 1/20/2012 -NONE SHEET INDIX G.LUBBECKE SHEET# DESCRIPTION ? 1 GENERAL NOTES,B.O.M.,ELEVATIONS&ANCHOR LOCATIONS (fSp _ 2 OUTSVIINGnNSWINGBOXMULLINGDETAILS Digitally signed b Hermes F.Norero,P.E. % �ry S.SAFFELL 3 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD 9 Y 9 Y 4 OUTSWING VERT.AND HORIZ.SECTIONS IN MASONRY CONCRETE398 I{$EAOI{ ��#338 o' 5 INSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD Reason:I am approving this document 3W072012FL 6 INSWING VERT.AND HORIZ.SECTIONS IN MASONRY CONCRETE Date:2015.01.07 15:23:01 -05'00' IFC t jM AIIATW 0.29578 7 OUTSWING AND INSWING ANCHORING DETAILS CONCRETE/ 1"MIN. 1'MIN. 1•MIN. 1•MIN. 1'MIN. 1"MIN. MASONRY 1' 1 1N. 1'�(y. 1'MIN. BY OTHERS TYP. MIN. 1 u 1'MIN. MIN" PMI.N. 1 i"MIN. 5 INTERIOR EXTERIOR EMB. EMBED 5 1 1l4'MIN. 5 g 5 EMBED I 2 2 .* CONCRETE/ $ CONCRETE/I11I/a• •.4':, MASONRY % MASONRY.L MIN. _ . BY OTHERS / BY OTHERS— 1 EMBED 1 I • I 1/4' Y I 1"MIN 1•MIN MAX. 1/4• // SHIM 114• EXTERIOR MAX. OUTSWING OPERATING UNIT MAX. SHIM EXTERIOR VERTICAL CROSS SECTION SHIM SILL SEE NOTE#7 OUTSWING OPERATING UNIT INTERIOR ON SHEET 1 VERTICAL CROSS SECTION INTERIOR SEE NOTE#7 OPTIONAL 1"BUCK • SON SHEET #7 ON SHEET 1 SEE NOTE#7 f• ••••N SHEET 1 • •• ON SHEET 1 INTERIOR •••••• EXTERIOR • • ♦ CONCRETE/ 0990• MASONRY •••••• • • • OUT MNG OPERATING UNIT OUTSWING STATIONARY UNIT X. \ BY OTHERS •• • :•::E.e1CAL CROSS SECTION VERTICAL CROSS SECTION . . ... \� . • HEAD JAMB HEAD JAMB 1 1/4'MIN. EMBEDS •••••• •• •• •• • • ` 4 • • •••• ••••• 8 O \ I ,• I 1•MINQ ! •. O v 8 m 81 •••••• 9X 1—1'MIN 1' IN ii m N N • • • •••••w �� ■ O ,dn • OUTSWING STATIONARY UNIT i� • • • VERTICAL CROSS SECTION Y • • •• • • HINGE DETAI \ I I 1•MIN. \\� p '9 • • •4 REQ'D ' BOXED SIDELTTE SILL G • 1'MIN. I I E L LL •••••• •••• • • 1A'MAX. ► M Y a •••• • .. ---111 FFF�� SHIM 1 1/4' of MIN.EMBED W H CO zz 1 2 7 OUTSWING OPERATING UNIT n z_ / HORIZONTAL CROSS SECTION w p 3 u 0 \ EXTERIOR 1 114•MIN. IDHW4111 CK 0 M N EMBED CONCRETE/MASONRY W/1XWOOD BUCK p µI 3 W Z z0 1'MIN. I N 3 1•MIN. I 5 2 1 O: a z 1' IN. ! �. % .= 1'MIN. 1•MIN. a •. p°S p =OV 1INTERIOR % 1 Z K \� 0 p z Z7�1 �. I~q W x U \ //,( " 1'MIN. ��\ -SEE NOTE#7J //// 1'MIN. I I a \ it O v w Z 1'MIN. SEE NOTE#7 p Q 00 1'MIN. I 1 ON SHEET 1 5 I _ �\\ ON SHEET 1 0 0 0 Z 1 5 1/4"MAX. 1'MIN. �\ ZO Q ilS MAX SHIM %�; w 1 1/4' IN. 1'MIN. • �. ,\�� 5 F. �, � 0 N= 1 114'MIN. •I SHIM EMBED. ° `�� y l �� EMBED. F"- i Dere 1/20/2012 OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME _ �1/4'MAX. .�, �;•••• / P. s HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION tt''�� SHIM OJ ] �:NONE a —�_... NOTES: q =* * wwa:G.LUBBECKE :>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/MASONRY 1 1/2'MIN. EMBEDMENT IS ACHIEVED. BY OTHERS EMBED S.SAFFELL Z�ITEM#B,(#9 X 2 1/2')ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO 398 k,BFeAfJI,��338 onernxc rb.: OPTIONAL MASONRY/CONCRETE INSTALL {{,�,,�� `gnu ]W072012FL WEATHERSTRIP. CROSS SECTION OF HEAD JAMB OR SIDE JAMB QKOY 9�V'A1a 3 AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE C t"Oh A ��0.29578 s 4 or 7 NOTE: 8-4 X 8-0 OUTSWING/INSWING a SHIM FOR SUPPORT AT OR NEAR 74"MAX.O.A.FRAME 37 1/2"MAX. 1 2 3 4 5 EACH ANCHOR IS REQUIRED (34)ANCHOR LOCATIONS O.A.FRAME (FROM EDGE E OF FRAME) �3"TYP. 1 3"TYP.� 1 �3"TYP. I v 0 / 105"MAX.O.A.FRAME I �3"TYP. 3"TYP.-I nj - za I N I N \ a Ci a D3 2 z Ci 3 I I I I I I � DZ B z0 Oc I w �K 1 22 ~� A7 B �(f I •• Qa m LL • • qQ •••••• •••• qi •• to I I I I 01 N U rn� • • • X I 4 1 ••••• 4 a �O � I • Y F- • • c ) •� � �3-0 X 8-0 OUTSWING3-0 X 8 /INSWI�G �o rn I I I 4 5 • • • • I I I 6-0 X 8-0 OUTSWING/INSWING (20)ANCHOR LOCATIONS •••••• •• • • •••• (32)ANCHOR LOCATIONS (FROM EDGE OF FRAME ••••• 96000 •• • a a (FROM EDGE OF FRAME) 6 i••••i •••• ••to 1/2'MAX.O.A.FRAME 53"MAX.O.A.FRAME 3"TY —�pe M $ • • • TJILl iP. 3"TYP.� o 3"TYP.� N 1 �3 7YP. p 00 o •••••• •• • 1 • � 3'TYP. � • o o m n o. m • • • • • R E `o m ••fig z A7 A7 A7 w w �l 4 5 w L w >ANEL CENT R f f PANEL CE f f �W w g I 4 s I 4 5 DETAIL A7 w o o 4w 0 I V I O a X I /1 a (6)ANCHOR LOCATIONS AT MULL o o? z w w I I /� I 1 N v I vl 1 N U (XO SHOWN,OX OPPOSITE SHOWN) 3 w z V 6' m- § u a: v0 I �0 3" P. TVP. 0.6 0 CD1- z U in 3•TYP. 1 0 0 z I I I I W Oo q zo 1 1 (nwx O J o 5-4 X 8-0 OUTSWING/INSWING 4-2 X 8-0 OUTSWING/INSWING o p 0 T z (32)ANCHOR LOCATIONS (26)ANCHOR LOCATIONS ` b O a. o (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) `��$F,NO��/iii N Inz 2-#8 X 3"PFH - - Q�. ` _t�p�'.� wre:1/20/2012 2-#8 X 3"PFH SCREW FROM �r� O 4 5 NONE SCREW FROM ASTRAGAL KIT _: o ASTRAGAL KIT 1-BOTTOM ASTRAGAL G.LUBSECKE STRIKE PLATE TERo� ou a:S.SAFFELL I-TOP ASTRAGAL Ci IDp 79 DETAIL 67 1-BOTTOM SHOOT STRIKE PLATE 398 E bEAG+9 �i38 (10)ANCHOR LOCATIONS BOLT INSERT PLUG DETAIL D7-D7 DAAT ASTRAGAL �o JW072012FL OUTWING OR INSWING OUTWING ONLY INSWING ONLY FBPE CER� CIFI#NTfil .29578 — 7 � 7 1"MIN. 1'MIN. 4 1 2 1"MIN. 1"MIN. 4 1 2 L— 2 1 4 4 1 1/2"MIN. 1 1/2"MIN. EMB. EMB. INTERIOR EXTERIOR T .t / iii//� I / iii% /i% z 1/4" 1/4" 1 1/2'MIN. EMBED. MAX. 1/6" MAX. SHIM SHIM SEE NOTE#7 INTERIOR EXTERIOR SEE NOTE#7 INTERIOR EXTERIOR 1"MIN ON SHEET 1 ON SHEET 1 1"MIN •• OUTSWING OPERATING UNIT • • VERTICAL CROSS SECTION •••• 0000 • TS ING OPERATING UNIT OUTSWING STATIONARY UNIT SILL • • • •• VER CAL CROSS SECTION VERTICAL CROSS SECTION 0000•• • •••••• • • HEAD JAMB HEAD JAMB t • • •••00• 000000 •• 00 •• • • /2'MI ild'MAX ••••• •• • i�� 0 SHIM SEE NOTE#7 NOTES: 00000 •00• 0• % ON SHEET 1 E>FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR • • t'MIN �%% 1 1X BUCK CONCRETE/MASONRY OPENINGS,SEE SHEET 4 M •t••t•• 0000 J_ •• • • 0 • • J $ OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION Am N INTERIOR �O OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS {+ b •••••• •• • • •• 3X ACHIEVED. • 0 O • • • • % v • 1'MIN. S y q ••••• • •• • • % $ ITEM#6,(#9 X 2 1/2')ONE SCREW TO BE INSTALLED IN EACH C � 0•• • HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. •• p n y • • 0 % 4X / 6 m E m 0 0 0 4 AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR j y LL HINGE DETAIL MAXIMUM SUPPORT. EXTERIOR 4 REQ'D STATIONARY UNIT ul HORIZONTAL CROSS SECTION UI ~a C OUTSWING SHOWN /' t� J Z W p 30 co w O Z 7 2 1 1 2 r63 O w z z EXTERIOR 3 O0 cn �O Off~ =8 1 OlrO zd 3 un. W o a J Z r m E>1"MIN. % 4 1 2 1" IN. W X �C7q r w OQ T > INTERIOR _ p O co O z Z F 1'MIN. �� S F. 'i 00 5 1'MIN. \\\ % �� O _' cel SEE NOTE#7 �� ......•••, (O 11 !v•• .p —:1/20/2012 li ON SHEET 1 NONE �1/4'MAX. 1/4"MAX. (/ 7, r.O �: SHIM SHIM _7k O/ / * � --:G.LUBBECKE 1 1/2"MIN. 1 1/2"MIN. _ �p EMBED. EMBED. """�Vprf17"' Dace.:S.SAFFELL OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME 398 k tl P$Epgf � ��q i38 auwmc w: HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DA" `�� 3804 1W072012FL FBPE C vllpjl A"'i 0.29578 seen 3 0 7 1'MIN. 1"MIN. CONCRETE/ 1'MIN. 1'MIN. 1"MIN. V MIN. MASONRY i'^MIN 1'MIN. 1' BY OTHERS TYP. 1 IN. V MIN. 1'MIN. LJ MIN• 1'MIN. Cl 1'MIN. 1 5 5 g EXTERIOR INTERIOR EMB. EMBED •ro. 5 1 1/4'MIN. L 5 EMBED e z 2 CONCRETE/ 3 CONCRETE/I 1 it/4' •• ~� MASONRY % �% %% MAS 1 MIN. 1 BY OTHERS %% %% % 1 BYO EMBED •'.", 1/4' / MAX. INTERIOR I.MIN 1'MIN SHIM 114• MAX. INSWING OPERATING UNIT MAX. INTERIOR SHIM VERTICAL CROSS SECTION EXTERIOR SHIM EXTERIOR SILL SEE NOTE#7 SEE NOTE#7 EXTERIOR INTERIOR ON SHEET 1 INSWING OPERATING UNIT SEE NOTE#7VERTICAL CROSS SECTION ON SHEET 1 ON SHEET 1 SEE NOTE#7 EXTERIOR INTERIOR ON SHEET 1 OPTIONAL 1"BUCK INSWING STATIONARY UNIT CONCRETE/ •••• INSWING OPERATING UNIT VERTICAL CROSS SECTION \ BY MASONRY \, \\ • • •••• • Y�R71CAL CROSS SECTION HEAD JAMB •••••• • • • HEAD JAMB 1 114'MIN. Jr • • • • • EMBEDS: %/%/,/ I INTERIOR 0000• — •• • 0000•• — 8 8 4X 1'MIN. 3X 0000•• •• •• •• O I I w • • • • \ F"—1'MIN .•. .' 1'MIN—'1 V MINA ! U�EXTERIOIR 0••00•0•0 00••••0•••• ••••••• •0 0•••0••0••• \ I I INSWING STATIONARY UNIT VERTICAL CROSS SECTIONmx10 •0000• NGE DETAI BOXED SIDELITE SILL 4REQ,D VMIN. ° y $ • • • •t••0• 1'MIN. m v I fi o m ••0000 0000 0 00.00• / J.� �F�1/"MA • �. • • • • •• SHIM 2 6 11 000000 •• / \ MIN.EMBED W W Z 0 0 • • 1 2 7 INSWING OPERATING UNIT L7 z C •0• HORIZONTAL CRO TION w wp 3 LI / \ INTERIOR I 1 1/4'MIN. INSTALLgRIT'j?yg i,r BUCK p Z J EMBED CONCRETE/MASONRY W/1XWOOD BUCK 0 p- \ tMIN. O U V Mw. I 5 �21 p 3 z 1"MIN. ! \ % S 1"MIN. 1"MIN. 7 0 od =O 1 \ EXTERIOR 1 0_ O 11 y}. 1'MIN. w 0 O 1 \. N W x S f \\\\ EE NOTE#7J %/%% Fi 1'MIN. 'a \ U)0 q. r, 1'MIN. \ SEE NOTE#7 p Q w 1'MIN. 1 ON SHEET 1 ' o. _ \\ ON SHEET 1 O 0 0 Z O z 1/4"MAX. I I 1' IN. - \\ Z Q 3 a 1/4'MAX. 5 SHIM I 1 114"MIN. 1'MIN. v \. \``�� S F• ,7771 L) 1114'MIN. SHIM �1 EMBED. \�\ `�� C�'� .••F•. 0 EMBED. :� !/j :, p r .:1/20/2012 INSWING HINGE JAMB AT FRAME INSWING LATCH JAMB AT FRAME .�o I 114•MAX. `r Qs HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION III------ SHIM ; 7 :NONE NOTES: 4 =* * G.LUBBEp(E OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETEIMASONRY 1 1l2'MIN. �A EMBEDMENT IS ACHIEVED. BY OTHERS EMBED oac 0`S.SAFFELL 2�ITEM#6,(#9 X 2 1/2')ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 39838 CROSS ]W072012FL CROSS SECTION OF HEAD JAMB OR SIDE JAMB n�rrxl+ 3�AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CE eqh AV1 0.29578 s cr G of 7 6-#8 X 2" APPLY DAP ALEX PLUS SILICONE PFH SCREW AT OR EQUIV.BETWEEN EACH MULLION TYP. JAMBS BEFORE MULLING i - 6"MAX.D.L.O. I z p � s A2 1 FIXED ACTIVE N'T a B2 132 a - in O J • • •••••• 000000 AI ••••• •• 00000* m N N • • 8.0••••• •• •••• • 1 O m ••••• •• •••• ODL LIP-LITE NON-IMPACT c 3 N • • • •••••• I 1-4X8-0 SHOWN M E m •••••• •••••• 118X1-1/2' i 4 a LL • •• TEK SCR*3/4 • 0 •••••• Lu •• • ••• • 8"TEMPERED , H O •• • LASS W O OC O N Z h0LNu (9z1"MAX_'--- O c7 mL9 OasesOCIRSPACE 0 =O N.GLASS W p oBITE w X a _ U) DETAIL 62 p o F z ODL NON-IMPACT GLAZING DETAIL zo d MAX.D.L.O:6"X 79 1/8" ��S F 0,��i v n n ts` i ;.r(G�,• wre:1/20/2012 1:O �:NONE BOX SIDELITE MULL _ 7 !- * r __ ovti�G.LUBSECKE MAX.4 UNITS A2 - a,.:S.SAfFELL EXAMPLE:OXXO,OXO,OX DETAIL A2 i7 398 !K$EOffJli a#338 T (7)FASTENER LOCATIONS AT 1W072012FL DOUBLE-BACK JAMB ATTACHMENT FBPE CC tit s AjjffikSN��J0.29578sneer 2 of 7 SEE NOTE#7 ON SHEET 1 1'MIN. 1"MIN. 4 1 2 1"MIN. 1'MIN. 4 1 EXTERIOR INTERIOR EXTERIOR INTERIOR 1 4 1 12"MIN. 2 1 1/2"MIN. 2 1 4 4 EM—B. EMB. X / 2 1 12'MIN. 1/4' 1/4" 1 1/2'MIN. EMBED. MAX. 1/8" MAX. I I SHIM SHIM 1'MIN SEE NOTE#7 EXTERIOR INTERIOR SEE NOTE#7 EXTERIOR INTERIOR 1'MIN 1-MIN 2 ON SHEET 1 ON SHEET 1 INSWING OPERATING UNIT INSWING STATIONARY UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION INSWING OPERATING UNIT INSWING STATIONARY UNI! SILL BOXED SIDELITE SILL VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEADJAMB HEADJAMB • • ••••• 11/CMW. 1/4•MAX. •••••• • • F+1eeo. r•SNIM SEE NOTE#7 NOTES: •• • ••• �/ ON SHEET 1 FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR •••••• i'MIN �/ 1X BUCK CONCRETE/MASONRY OPENINGS,SEE SHEET 6 M ••••• •• • •• B OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION C • • / EXTERIOR OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS G Y 00000 •••• • / O 3X ACHIEVED. • l 1'MIN. 00 *0000: *0000 8 ITEM#6,(#9 X 2 1/2')ONE SCREW TO BE INSTALLED IN EACH 0 ii • • • I • •✓ 4X / \ HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. 11 y L L m E � •••••• •• • ••• / AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR j r�i p i ii • • • HINGE DETAIL ®MAXIMUM SUPPORT. • • •• • •• INTERIOR 4 REO'D N • STAiIOMARY yNIT Z •••••• ••••HORIZONTAR CROSO SECTION w w O 0000• INSWING SHOWN / w Q� C 0 cn O Z 7 2 1 1 2 6 s 3 W z ~z INTERIOR C) 0 O O u) `la o Oebj =8 foo 03 w0 <� U) om E>1'MIN. 4 1 2 1'MIN. (n W X Q m w EXTERIOR O p O V) H 1'MIN. �\ / 1"MIN. �� ES F. SEE NOTE#7 / ` j��' •� ��•P'ii o4re:1/20/2012 4 1 ON SHEET 1 NONE 1/4'MAX. 1/4'MAX. �. 7 O : SHIM •:" 1 1/2'MIN. SHIM 1 1/2*MIN. G.LUBBECKE EMBED. EMBED.JAIN '!"' S.SAFFELL INSWING LATCH MB AT FRAME SWING HINGE JAMB AT FRAME 398 k$EddJli ^ `#338 o«.ar. oA4wuc w.: HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 3W072012FL FBPEC *,M,4vS+A6.29578v,e 5 a 7 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buiIdingdrops.com Product Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge 24 Ga. Opaque Door & Glazed Sidelite Up to 8'-4" x 8'-0" Outswing/Inswing for Florida Product Approval Report No. 3322 Current Florida Building Code Method: 1 —A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge 24 Ga. Opaque Door& Glazed Sidelite Up to 8'-4"x 8'-0"Outswing/Inswing Material: Steel/Wood Product Dimensions: 105"X 97.875"(Maximum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. ```��n►►►►��r Klamath Falls OR. 97601 ♦`� ��S F.. �''• .r �0 r � r •Pxep�;t-ed b.y • .. - 7 ,HeAios:F;Nol;ero',.P E. : -0 T T • cr Ftdrida ftofession�l Engp'namr 73778 ��p •.,• C OP.•;��`� Date: 11/11/2014 . �` O •• 'f;vah i0Ti Re'}$r; ; • gage j 1*4 ►fit • Orcjltall r signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No. 73778 Qate:209;!01.071.,5:15:40-05'00' . . . . • • . . . . . .. .. . . . .. .. ... . . . ... . . BUILDING DROPS A Perfect Solution in Every Drop Date: 11/11/2014 o: 3322 322 Report No: 32 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door,Wood Edge 24 Ga.Opaque Door&Glazed Sidelite Up to 8'-4"x 8'-0"Outswing/Inswing 105"X 97.875" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero,P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW072012FL,signed and sealed by Hermes F. Norero,P.E. (FL#73778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing JW072012FL require further engineering analysis by a licensed engineer or registered architect. 6. See Installation lr tructio�ns*JW0,71O11.FCfo.r size and design pressure limitations. . .. . . . . ... . .. ... .. . . . .. . ... . . ... . Hermes F. Norero, P.E. •• '• Florida No.73778 . .. . . . . . . . �• ••• Page 2of4 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . BUILDING DROPS 014 A Perfect Solution in Every Drop Date: 1 Certificate of Authorization:29578 Report Noo:: 3 2 33222 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc. (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization# TST1589) Report#: NCTL-210-3801-1, Report Date:02/03/2012 Product Testing performed by Architectural Testing,Inc. (FBC Organization#TST1910) Report#:65888.01-301-18, Report Date:08/21/2006 Report#:75771.01-301-18, Report Date: 11/01/2007 Product Testing performed by Certified Testing Laboratories,Inc. (FBC Organization#TST1577) Report#:CTLA 697WA, Report Date: 11/12/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#QUA1789) 3. Material Certification Miami-Dade RER Product Control Section NOA Eastman Chemical Company Saflex Clear and Color Glass Interlayer 4. Material Certification Miami-Dade RER Product Control Section NOA ODL Series"HP Polypropylene"White Material Component Approval .. ... .. . . . .. . ... . . ... . ' ' • • • • Hermes F. Norero, P.E. • • " ' ' • • •' • • • Florida No.73778 • •• • • • ` ••` • Page 3 of 4 . . . . • • . . . . .. .. t • • .. .. BUILDING DROPS A Perfect Solution in Every Drop Date: 11/11/2014 o: 3322 32 2 Report No: 32 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(JW072012FL)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure ALL UNITS Outswing Positive 45 PSF* Negative 45 PSF Inswing Positive 45 PSF* Negative 45 PSF *Product has not been rated for water infiltration. If authority having jurisdiction requires that product meets this requirement, product shall be used when installed at location protected by overhang such that overhang(OH) ratio=OH length/OH height is 1.0. • •• • • • • ••• • ' ' ' • • • • • • Hermes F. Norero, P.E. Florida No.73778 • •• • • • • • • • Page 4of4 • •• •• • • • •• •• MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy DAB Door Company,Inc. 12195 NW 98`x'Avenue Hialeah Gardens,FL 33018 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 Contro l 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:Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2"w/ Window Lite Option(DP+48.0,-52.0 PSF) APPROVAL DOCUMENT: Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Pwiwt Control renewal stamp with the Notice of Acceptance number and expiration date by the•Miami-ba&Count}�..... Product Control Section. •• • .' MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •: ""•• LABELING:A permanent label with the manufacturer's name or logo,manufacturing a ddress,.viodEl/serie$•••• number,the positive and negative design pressure rating,indicate impact rated if apphoable,insfalfation ..... instruction drawing reference number, approval number(NOA),the applicable test-sttp?4ds,an(i th& ..:..' statement reading`Miami-Dade County Product Control Approved' is to be located tn'the door ssicie;rack,•••••. ...... • bottom angle,or inner surface of a panel. • RENEWAL of this NOA shall be considered after a renewal application has been filed apd there*has b*"Oohange: in the applicable building code negatively affecting the performance of this product. ...• ; so** :•••.: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or cha*rW m1he materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 15-0302.01 MIAMI•DADE COUNTY Expiration Date:July 21,2020 Approval Date:April 23,2015 f1V15 Page 1 DAB Door Comnanv,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted tinder NOA#11-0414.13" 1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC, TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-07-4267,dated 06/29/2007,signed and sealed by Candido F.Font,P.E. 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-11-3206,dated 02/10/2011,signed and sealed by Candido F.Font,P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)", prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T101,dated 01/29/2011,signed and sealed by Candido F.Font,P.E. "Submitted under NOA#05-0217.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"SectiiimW Residential Door with Windows"prepared by Hurricane Engineering&.Nting Inc!•'Fest .•.... Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Wfael•E.DrQ7-�gg,PE. •• 5. Test Report on Uniform Static Ai Pressure Test,of"Sectional ResiMri M'Door"prepared by*••• • Hurricane Engineering&Testing Inc.,Test Report No.HETI 03-112Y•dated 07/15/2003 ;...•; signed and sealed by Rafael E.Droz-Seda,P.E. siso . 6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residenti .• (skin)"prepared ••:••. p P aIPAPr .•.. ..... by Hurricane Engineering&Testing Inc,Test Report No.HETI 03,TA7$'dated%0131iY003 signed and sealed by Rafael E.Droz-Seda,P.E. ,• . . . . ...... "Submitted under NOA#03-0210.04" ;••••• • 7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a paints$0-40 steglpanels, ;••••; prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,siitwd'b;W. A. Jackson,P.E. C. CALCULATIONS "Submitter!under NOA#14-0814.08" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. 15' Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21,2020 Approval Date:April 23,2015 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA#09-0128.01" 1. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E. "Submitted tinder NOA#09-0128.01" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/18/2008,signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their lnsulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No.11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. •••• 5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North Atneriieh'Inc,foe • ••••;• their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and' :...:. ...... . ...... expiring on 02/24/2016. • "Submitted under NOA#05-0228.02" .. . .. ..... 6. Test Report on Accelerated Weathering Using Xenon Are Light App*.r.oto• Test pe •• • ASTM G155 of"PVC Extrusion Material",prepared by Hurricane F�ggytring&:0:40 • ••• Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed."Wled by Rafael E. •• Droz-Seda P.E. ' • • • 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepWny . Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,•dated 11/29/2994 s�ned :*0'*:and sealed by 1. Ghia,P.E. •••0 • 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No. 04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E. F. STATEMENTS "Submitted tinder NOA#14-0814.08" 1. Statement letter of code conformance to the 51h edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. 15 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date:July 21,2020 Approval Date:April 23,2015 E-2 7-1/2"X 2-1/4"X 18 GA TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" CALV. STEEL CENTER HINGE -' PUSH NUT {� ° W/(4) J14 X 5/8"SMS '�4^ FASTENED TO END STILE 18 MS W/ NUT OPTIONAL BE INSTALLED AT T� WITHOUT DELRON SLEEVE(STD.) (6)#14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE 1 0 7-1/2" % 3-X .071"GALV. STEEL I ° 1 SEE SHEET 4 FOR TOP BRACKET OPTIONS j END ROLLER HINGE I Z w W/(6) #14 X5/8- SMS I 00 I CENTER STILES r y A O WITHOUT DELRON SLEEVE (STD.) ,' SEE v17 WITH DELRON SLEEVE (OPTIONAL) 1 ° 7_1/2..X 2-1/4"X .071" 1� O --- ----- ---- --- -- Q'O G 0 GALV. STEEL CENTER HINGE W/(4) X114 X LEEV SMS-` _ LOCK 0 WITH DELRON SLEEVE(OPTIONAL) 2/DOOR M1 (Lqn la \ - 0 CENTER HINGE I"W X.15 THK.LATCH., O cro- STANDARD LOCK 1 c �p r -- _ _ m ° I1 -- _ �i--Jl- 1 SPRING LOADED SLIDE BOLT(BOTH SIDES o o w LL 6 �. FASTENED W/(4) p19 X 1/2"S.M.S. ".` B 5/8'MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING zrc z N GARAGE DOORS I _- -- - I — o f g F W O U .158 DIA.GALV. AIRCRAFT TYPE CABLE &NICO-PRESS SLEEVE ® '+�-- -- — _ _ _-_--- • I c; W/MIN. 5 TO 1 SAFETY FACTOR STEEL PLATEU M WITH (4) #14 X 3/4' ® • _ c� SELF DRILLING SCREWS - NI � BRACKET BRACKET - l im- N Z rri STD. UFT DOOR LOW HEADROOM70- __ M- - - -_ _ 13 - Z e TOTAL N OF DOOR OPTION HT CONSISTS OF E7CH�000R 7S AT -7/8'% 3-1/8"X .010" \� OPTIONAL VENT$ 0 0 3 Q N STEEL PLATE OPTIONAL FLUSH FACE _6'-e• 2 SECTIONS 18'2 SECTIONS 21' J (3) 5"WIDE AT T O.C. MAX. W000 GRAIN DESIGN L A s'-9• 1 SECTION I8• 3 SECTIONS 21• WITH (4)#14 X 3/4"SOS OPNG.AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH Z 7 4 sEcnous zr- 16'-2" --- DAB DOORS INC. Q a g w 7'-3• - - 3 CENTER STILE INSIDE ELEVATION 7--6• S SECTIONS 18•- Hurricane Mosler®Model 824/811 N �J r-9 4 sccnoes tb'1 sEcnoN 21' OUTSIDE END STILE RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0" Hi O 8' 3 SECTIONS 18.2 SECTIONS 21' HANDLE 9h 8'-3' 2 SECOONS 18'3 SECTIONS 21' With Window Lite Option 8'-6' I SECTION IB• 4 SECTIONS 21' A14 X 3/4"SELF DRILLING SCREWS MAY BE USED -RE . 8'-9' 5 SECTIONS 21•- IN LIEU OF#14 X 5/8"SMS DESIGN PRESSURE RATING = + 48.0 PSF G c e' 8 SECTIONS LOCK BAR GUIDES - ------ zli 9'-3 SECTIONS 1e I SECTION 21' 4 a INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 52.0 PSF c m 9'-8' 4 SECTIONS 18.2 SECTIONS 21' WITH(4) #14 X 5/8'SMS GENERAL NOTES 910' 2 SECTIONS 18'3 SECTIONS 21' Q 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE P 70' 2 SECTIONS 18'4 SECTIONS 21' ENG X.6W LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE FBC HFTH EDITION 2014 10'-3' I SECTION IB' S SECTIONS 21" ENGAGES IN TRACK ( ) ( ) 33 33 ON EACH 10'-B' 8 SECTIONS 21'- CENTER STILES SCHEDULE'A'SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ), I u U 10'-9' 6 SECTIONS 18'1 CENTER STILES CONFIGURATION 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. SECTION 21• 11' 5 SECTIONS 18'2 SECTIONS 21" OUTSIDE KEYED LOCK ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL u z 11'-3' 4 SECTIONS 18'3 SECTIONS 21' DOOR WIDTHS P OF CENTER STILES DRESSING OR STUCCO. 8'-0'TO 9'-10' 2 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. It-8'J SECTIONS 18.4 SECTIONS 21' � � - N 11''-9' 2 SECTIONS 18'5 SECTIONS 21' LOCK BAR LOCKING SHOWN • • ID'-06 11'_10• 2 5 ALTERNATE TO • • • •721.0'TO iY-10" y 1. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 12' 1 SECTIONS 18'5 SECTIONS 21' ! THESE DETAILS ARE NOT PART OF THIS APPROVAL 12'-3' 7 SECTIONS 21'- SPRING LOADED SLIDE BOLT g'_0'TO X.70" •• • • • 14.0'TO 15'-10' 4 -_ 5 - LOCKS SHOWN ABOVE • t •••15'- 'TO I6'-2' 5 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •� 12'-6' 6 SECTIONS 18'2 SECTIONS 21' DSR WIDTy$ • • • • • • 12'-9. 5 SECTIONS 18'3 SECTIONS 21• DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA --� • • BUILDING CODE,TAS--202,TAS-201 &TAS-203 FOR HVH2 AND 13" 4 SECTIONS 18'4 SECTIONS 21' ® ISI i �I ASTM E1886-OS/ASTM E1995-09. -i IJ'-J'J SECTIONS ID'S SECTIONS 21' I�' 13'-6' 2 SECTIONS 18'6 SECTIONS 21' 11 1 Eng,:JAVAD AHMIAD n 13'-9' 1 SECTION 18• 7 SECTIONS 21' CML r IT IT 11 11 14' 8 SECTIONS 21'- I • iw'" 11'-tp' • 1, •I•• • 14'-0"TO 15-10" FLA•PEN 592 PRODUCT RQNBWW o 14'-3' 6 SECiXNIS 16'3 SECTIONS 21' 7 R WIDTH • • • DOOR WIDTHS CAN.y abOwoft�ON R.". .. SECTIONSSECTIONSb E 14'-6' S SECTIONS 18'4 SECTIONS 218uimbv CSot -6 ' • • • • • • • • Aegprbb H6 19.0,V7.01 rFE 115' 4 SECTIONS 18'S SECTIONS21' Sg n0.15' 3 SECTIONS 18'8 SECTIONS 21' • • • Lig �/�15'-J' 2 SECTIONS IB'7 SECTIONS 27' 2015 05 IS'-6' I SECTION 18' 6 SECTIONS 21' Mw111111fff16•N IS'-9'9 SECTIONS 21'- REFER TO SHEET 2 12'-0"TO 13'-10" I 15-17"TO 16'-2" 16' 6 SECTIONS 18'4 SECTIONS 21' FOR U-BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS sheet ) of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (♦ m — v A SCETION 4 l SCETION 8 SCETION B �� a I SCETION 3 _ SCETION 7 SCEIION 2 — ..-.. - — I SCERON 6 _.— - —I SCETION 6 Z �SCETION 5 I I I I SCE710N 5 0,J F 8 W 4 SECTION DOOR SCETION 4 SCEnON 4 _ - CL HEIGHT RANGE 6'-6'TO Y-0' (Tu-BARS SCETION 3 I II I I SCEMN 3 I I� G G 0 M SCEMN 2 I ( I I I SCETION 2 I I I 0 a.Q O q ..... .... 4P. UW SCETION 3 I I , I SCETION 3 SC�N`I SCETION 1 I w 3 LL N I SCEMN 4 I I SEIION 4— I ( 8 SECTION DOOR 8 SECTION DOOR LL i N f°�1 HEIGHT RANGE 17-6'TO IY-3' HEIGHT RANGE13'-6'TO 14'-0' J OS Q Tg �IJyy .... Q r1� F SCEN} (5)U-BMS I �FTION 3 I (6)U-BAR$ W _ ISCETION 2 I III SCETgN 2 I i SCEIgN 9 SCETION 1 ( I SCFTON 1 SCETION 8 OD 5 SECTION DOOR 5 SECTION DOOR SCETION 7 O HEIGHT RANGE 7'-6'i0 B'-0' HEIGHT RANGE B'-3'TO 8'-9' (3)U-BMS (4)U-BARSLj SCETION 6 L J SCETION N 5 I Z SCE710N 6 SCETION 6 QmQ aF=3�NL-0 w $CEO4 nC_ ISCEBOM 5 SCEO5 00 SCETION SCETION 4 SCEIION 3 SCETION 3 NCeeH T � SCEIION 2 I I I SCETION 2 -_ O [ TION DOOR SCE7IDN 1 SCEIION 1 HEIGHT RANGE 14'-3'TO 15'-9' Iii IE (6)U-BMS 6 SECTION ODOR6 SECTION DDOR HEIGHT RANGE 9'-O'TO 10'-3' HEIGHT RANGE 10'-6' SCETIGN 10 =S la€0 (4)U-SA" (5)U-BARS 0 SCETION 9 V Z 3' _..._— SCETION B o,I I i$R SCETION 7 SCEBON 7 I ii SCETgN 6 •• ••• • • • • • 00c Ne S vi SCEnON 5 • • •• • • • • --- --- - I .�C i • •• • • • • • • • • • • • • • • �10N 3 SCETIGN 4 •• ••• •• • • • SCEnON 4 SCETgN 3 Enqr:J.4VAD ANA1A0 SCETION 3 CME 1 ' SCETIGN 2 "le on nw • ••• • ••• • _ __ FIA.PE 70582 tl R{'y o th — CA.N. 5 B o sctk*Nqg scEnax 1 •• •• • •• • • • s�o nAOTarpuls � � (drawi�o 7 SECTION DOOR •• • •• • g O 201 I p C HEIGHT RANGE I0'-9'TO 12'-3' 10 SECTION DOOR Mi•N RnYmCal•d 98-05 (s)U-eMs HEIGHT RANGE 16'-0' sheet 2 Of 6 (6)U-OARS • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • ••• • • Q —� 24 CA. STEEL PANEL ;low � o 0 • i Z P CW1 ® FLAPS BENT OVER PANEL - m O 1 O O i - - � O J m 1/2"PUNCHED HOLES i G u O 4'O.C. v � �— USE REINFORCING 'U' BAR AT 4 I Q a Q Qp g TOP SECTION ONLY AT w 16 GA.X 2-I/4"X 3/4"X 2" FOUR SECTION DOORS O GALV.STEEL U.SAR REINFORCING TRUSS 16 CA.T 2-U.BA X EINF X 2' GALV. STEEL U.BAR REINFORCING TRUSS - �_-J I Q •BOTTOM OF PANEL TRUSS FASTENED TO _ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES - I J U' J VERTICAL INTERMEDIATE STILES D TWO -------� 114 X 5/8"S.M.S.AND 70 END STILE W/TWO N 14 X 5/8"S.M.S.AND TO END STILE - I 2 W/FOUR#14 X 3/4"SELF DRILLING S. W/ FOUR # 14 X 3/4'SELF DRILLING SCR. �y 't QWeif �I I of 111 OPEN TUBE •TOP&BOTTOMS 3/16"POP RIVETS 1 OF EACH PANEL AT 4"O.C._ (6)FOR 21' STILES a p (5) FOR 18'STILES o ® 16 GA X 2-1/4"X 3/4"X 2" I N Q CALV.STEEL U.BAR REINFORCING TRUSS w TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES END STILE I Z~Z e W/FOUR8g114XX53/4"SSELS DRILLINGTO ESCRS71lEL W _ .024" STL. PANEL N m O i Iy 1 ST SECTION (BOTTOM I INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF DOOR OO Z CaD a REINFORCING REINFORCING _ - 1 m OPTIONAL STOP MOULDING 5 Q N Q J BY DOOR INSTALLER CEa � 0�_ STEEL TRACK BRACKET FASTENED N TO 5000 JAMB WITH3/4T PANE 2"%2-1/2"X STEEL 7— 5/16"X 1-5/8"TAG SCREW _Y14%5/8'SMS END STILE,CONNECT TO PANELS WITH (FULLY THREADED) 6 PER HINGE FLAPS AND(5) OR(6)3/16"ALUM RIVETS HEX WASHER HEAD TYPE A 1/2'X 1-3/4"X.058"FORMED STEEL SEE DETAIL ABOVE GLUED TO PANEL AND SECURED TO SOLID BRASS DOOR VIEWER W W SOUTHERN PINE END STILE WITH(4)3/16"POP RIVETS BY 'SCHLAGE SECURITY HARDWARE' T £ ai 0.55 S.G. EDGE 1-7/8"X 2-5/8"X.049'STEEL --q INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE F € •°•� -CENTER STILE,GLUED AND RIVETED DISTANCE I POSITIONED AT EYE LEVEL 0 TO PANEL W/(4) 3/16"RIVETS POP RIVETS U 2" MIN. I{ 14%5/8'S.M.S. �e '-•�}-3/16f� ED 4/HINGE 1 i 1-3/16"j i 1 3/8"POWER-BOLT By'POWERS' ^ N 2'MIN. EMBED INTO CONC. c d n • ••• • • • • • 2'MIN.EDGE DIST. E-0 ONE PER BRACKET1.9"X 2.19"X 3.3"X.090' • •• • SEE SHEET 3 FOR BRACKET SPACINGSTEEL TRACK BRACKETS- I I i • • • •••SEE SHEET 3 FOR SPACING • • • • • Engr.—11 AHMAD H I I CIVIL PRUDUCi R#TYBMTD r i FLA.PE 70592 � l�wlr4ei�(L o I • • ••• • 1/4-20 SS BOLT C•4 8 B�rCo�t s 7�i9'x.o d' INTiI�IOR �ID9 7-1 fz"x•ons N� Ns STEEL TRACK L�1�TT H N E • •• 40@ • :ND ROLLER INC: 14 CA.X 2-1/B"X 1'(STANDARD) • •• • • • 1.•2�OL•X•50"STEEL ROLLERS(STD.) �drawing no 12 Ga %3-5/16"X 1-1/2'(OPTIONAL) INSTALLED LEDPLISHNUT •• • 1.82"D•1. X .5U NYLON ROLLERS (OPTIONAL) 11G TA Pnynpea•el rho C FASTENED TO TRACK PLATES INSTALLED ON Fl�LLER SHAR O 2015 91 8-05 W/ 1/4-20 X 5/8"TRUSS HD. 2.75"DIA. X .50"STEEL ROLLERS(OPTIONAL)- SLOTTED M.S.&LOCK NUT SECTION B-B 2.75'DIA. X.50"NYLON ROLLERS(OPTIONAL) Sheet 3 of 6 WITH 5"STEM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RIVETS 1-1/2"X 1/2"X 1/8"HORIZ.ANGLE5/16"X 1-5/8"LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO7FT.2' /POP2-J/4"X 5-1/2"X 3"X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT REQO. ON DOORS WRMOUT INSULATIONOR WINDOWS, o GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY EXAEEOING 8 FT. IN HEIGHT 2"X 2"X 1/8"HORIZ.ANGLE I TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET it A FOR DOOR HEIGHTS ABOVE 7 FT.OR a FASTENED W/(6) 1 14 X 5/8"S.M.S. 11 1 DOORS WITH INSULATION OR WINDOWS Z pn w SPOT WELDED TO HOR"'TRACK 0 090 THK.GALV.STEEL ADJUSTABLE WITH TWO WELDS AT I-1/2"APART W 2-1/2"X 4-1/4" X 13 GA.STEEL PLATES J flRSi AT 3"O.C.,REST AT 9"O.C. f"W SLIDE FASTENED TO BRACKET - - WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE -- Af 2 n W/5/16-18 X 3/4"HEX HEAD _ __ CONNECTED TO FLAG BRACKET ANGLE Q a M.SCREWS&NUTS. FASTENED TO TRACK W/3/8-16 X 3/4"BOLT k NUT p W WITH(4) 1/4-20 SS. BOLT & NUTS -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH 0 w TOP BRACKET (2) 1/4-20 X 5/8"BOLT&NUi a (STANDARD) TOP BRACKET L1 (OPTIONAL) i` LOW HEADROOM DOOR V O M --� 14 GA.CALV.STEEL TRACK d p'w f4 ti HORIZONTAL REINFORCEMENT VERTICAL TRACK�' 0 IL Q C 1/2'X 1-3/4"X.058" FORMED STEEL 2-1/8"X 1"X .080" 0 41 n + GLUED TO PANEL AND FASTENED TO _ _ SECTION A-A k0D O INo VERTICAL STILES WITH 2"X 5-1/2"X.104" (2)3/16"POP RIVETS GALV.STEEL LL Z II LL n FASTENED W/ 4) 14 X 5/8"S.M.S- TOP ROLLER BRACKET FOR J t7 M J LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q w 0 HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH15THI 81 1 B2 1 83 1 84 I B5 1 86 B7 08 1/2"X 1-3/4"X.058"FORMED STEEL _ - CLUED 70 PANEL AND FASTENED TO - 6'-0" 118" 18" 18"18"N/A 1"TO 2"11-3/4 23" 34" 45"_ 56" 67" VERTICAL STILES WITH 6'-6" 21--18W 187 21"N/A 1"TO 2`11-3/4 23" 34" 45" 56" 67" (2)3/16"POP RIVETS - - - -_-- 7'-0" 21"21" 21"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" -5/16'MEETING RIB T-6" 18"18" 1B"18" IB"1"TO 2"11-3/4" 2}" 34" 45" 56" 67" 78-1/4" ccc555 18" 21"1"TO 2"Ti-3/4" 23" 34" 45" 56" 67 78-1/4" 00 1.82" DIA X .50"STEEL ROLLERS W/ .44 DIA. X 5"STEM =w —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o M "0 x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. Lai N Q J OPTIONAL INSULATIONS: i p L, BY'DYPUST PRODUCTS LLC .0 I (1= v EPS-EXPANDED POLYSTYRENE p O m _ 1.9"X 2.19"X 3.3"X .090" DENSITY= 1.05 PCF STEEL TRACK BRACKETS o 00 w �O N.O.A 111-0926.07 n 2-3/16"RICH m p 1 OR m CONNECTED TO TRACK WITHK E m ISO-25 POLY-ISGCYANURATE ) 1/4"BOLTS do NUTS. / ! O,. n DENSITY-2.0 PCF y I O Z= "-'�-N.O.A.111-0926.06 OR W BY'CELLOFOAM NORTH AMERICA' rn I m J DENSITY a 1.03 PCF m 0 _ w- N.O.A.110-1129.04 N OR BY O DENSITY FO.9 DENSITY=0.92 PCF N.O.A. 114-0311.08 1J Om �s 14 GA.GALV.STFFASTENED �! E W%( 1E 6)114X 5/8.SMS m m a 6 _ MIN..024ROLL FORMED STEEL PANEL W tY DRAWING QUALITY G-40 33 WITH PE STRENGTH - K51 MER DflAKEDON POLYSTER PAINTED TOP COAT TRACK CONFIGURATION Sy w APPLIED TO BOTH SIDES Of STEEL a _ y N •• ••• • • • • • •• 10-0 p o^e o 0 12 GA.GALV.STEEL • • • • • • • • • i BOTTOM BRACKET FASTENED STANDARD LIFT LOW HEADROOM `O y W/(4) 14 x 5/s"SMS • • •• • • • • • VERTICAL LIFT HIGH LIFT • •• • • • • ••• • DOUBLE TRACK �_� •• ••• •• • • • •• AVAILABLE TRACK OPTIONS Engr.JAVAD AHMAO' CT PRODURENEWED CML tl do'�� I sd FLl PE/705927�M oLL xBOTTOM SEAL OPTIONS • ••• • ••• ••• • C.A.N.3538 A �� w eapt SEE SHEET 5 • • • • • • • • • vv • •• • • • •• • • � Browing no. 2A1C Mi•1K .acvmel.4 Orl•d I SECTION A—A •• • •• • • • u17 9$-0j 1 SEE SHEET 2 FOR LOCATION ll�� OF REINFORCING TRUSSES sheet 4 OL�6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 3 4" REINFORCEMENT r 1 IN. 1/2"X 1-3/4"X.056" {�v DGE NB X 1" FORMED STEEL Al^ DIST. SELF DRILLING SCREWS `�— #8 X 1" 'Y m z 1-1/2"MIN. OR 1 GE 05T. I 41. 3/16"'RNEX'STEEL RNEiS SELF DRILLING SCREWS 0 F N MULTICRIP W/DOME HEAD 3/16"'RIVIX'STEEL RIVETS Z OR o I AT 411'O.C. W AT L48"RIOP.C. W/DOME HEAD w REINFORCEMENT G 1/2'X 1-3/4"X.058" LL� n l + + fIL 1/4"DU. LAG SCREWS 1 1/4"DUFORMED STEEL .LAC SCREWS O yBooD eut I AT 6"FROM ENDS WOOD BU `AT 6"FROM ENDS — 0 O a LL i I AND 11'O.C.MAX. I AND 11"O.C.MAX. Q G n 1 I W'STRIP ADAPTER V ALUMINUM WSTRIP ADAPTER C j ro $ STEEL Q O•Q Q�•� RUBBER W'STRIPPING RUDBER W'STRIPPINC a•� O ry � a 7Do Dao j u ro m��_Q i 224 I I J48 Q �+ 1.790--I—T � � to ROTFOM SEAL OPTIONS OPTION 'A' OPTION 'B' m WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) ze o n THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. U- FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE — ------ J U S + VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. - _____._ __ANCHOR SPACING N Z VI ANCHORS STRUCTURE I EMBED I SPACING EDGE DIST. o a0 w • ,',a' 8 HLC SLEEVE BY HILTI CONC. 1-1 4 __8" _ _2" N m p I 5/16'X 1-5/11" 3 8"CONFLEX BY'ELCO' FILLED BLOCK 2" LAG 7,. STEEL STRUCTURE BY OTHERS 3 8"OYNABOLT BY'ITW' CONC. 1-1T 8" 3" O 3 0 A7 MUST SUPPORT THE LOADS IMPOSED -BOLT BY POWERS CONC. 2" 8" 2" O Z BY DOOR SYSTEM -ALL BY SIMPSONS' CONC. 1-1 2' 8" 3" CONCRETE T'c =3000 PSI MIN.C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN.5/16'DU. BOLTS O _-WITH WASHER @ NUT AT 12"O.C. MAX.WOOD BUCK CONNECTIONTO MASONRYII-EDGE DIST. y PRESSURE TREATED 2X6 SVP W000 JAMBS WHICH S14ALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH ) 3 \.' z 1/4"ULTRACON BY'ELCO'WITH SPACING OF i a 12"O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1 4'MIN.EMBED I 1-1/4'X 2-1 2'X 14 GA b 9'O.C. INTO 3000 PSI CONCRETE.WITH 1-3/4"MIN/EMBED 1-1/2" 1-1/2' CONY STEEL M!/GLE )1-1/2" o u g 2-1/2"MIN.EDGE DISTANCE 12 GA.GALV.STEEL C s 1/4"TAPPER BY'POWERS'WITH SPACING OF u 8"O.C.INTO CROU7 FILLED BLOCK WALL,WRH I-1 2'MIN.EMBED 1/16"XI FLAT BRACKETS f3"LONG 2-I/8"X 1"X 14 CA. "� k / AT 12"O.C.IN DOOR OPNG. ar m 9"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED FILLEqT 18"O.C.ABOVE ODOR OPNC. FASTENEDE TO TRACK PLATESJ"MIN.EDGE DISTANCE AT 12'OCONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/8"TRUSS HD. 3/8"CONFLEX BY'ELCO'OR W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.k LOCK NUT e w LOT BY'TTW WITH$PACING OF CONTINUOUS•A•GLE•1RAEK • • • • • BURSE TRAr CONTINUOUS ANGLE TRACK ♦H d c 21"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN. EMBED • • • ♦ • • • ♦ - 0 3"MIN.EDGE DISTANCE 70 WOOD:UCK • •• • • • • •TO SIE�F1, TO CONCRETE AND FILLED BLOCK _ _cIS 3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF • •• • • • • ••• • 0 8"0.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN. EMBED, 4"MIN. EOCE DIST. • • • • • • • • • ALTERNATE TRACK INSTALLATION 11"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4" MIN. EMBED AND •• ••• •• • • • •• 2-1/2'MIN.EDGE DISTANCE m Eng,:JAVAD AHMAD i PREPARATION OF JAMBS BY OTHERS crnL PRODl1CF RENEWBD FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FIA PE 70592 0eleY�J11�WWI OM Fl dd4 I .: • ••• • ••• ••• • CAN. 36saimift AOEOUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED • • • • • e ♦ ♦ • A—pW Code a BY DOOR SYSTEM. • • • • • • • • • AoeeC•ee•NO 5 FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF •• • • •• • • • • • RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. ••• :• ••• ••• ♦• •♦• O 2015 noels cwel Browing no. MAXIMUM EXTERIOR(+)LOAD PER JAMB= (16.17'X 48 PSF)/2-3118 lbs per Fl. [ 98-05 MAXIMUM INTERIOR(-)LOAD PER JAMB (16.17'X 70 PSF)/2 - 420.4 Lbs per FL [Sheet $of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .500 fa-�I-.250 4 *PLASTIC COMPLIES WITH DOOR PANEL CHAPTER 26 OF FBC 1 24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE m O hh W FZ N W 1.765 L725 6 7/16'DIA.WASHER yJj 1.144 ' /8 X 3/4'SMS 21 3/4- OA 4" / o W M �\ ( .I ,11 I O D 7' FROM ENDS MAX. .176 800 0 6 Q Q g 1�gJ1 11 I I I A 1 II AND T O.C.MAX. WDW. WIDTH O t x * EXTERIOR FRAME * INTERIOR FRAME 0.n a a 4 w 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q W;LL n I () /8 X 3/4'SMS x III' II ` O 1-3/8"FROM ENDS l MAX 4'Z y�j g I I A I AND 6-1/2'O.C. MAX. o � I I � 3: P Li o IIII 175 X .062 DEEP ,III GROOVE �. . OD III, 'III o M ,III 1/4"POLYCARBONATE LEXAN w W M III 8Y'SABIC INNOVATIVE PLASTICS LLJ -• Q I NOA A13-0717.01tti 1' n V F- N F-Z b iO w 00 W Otx O 0 O Z I I N III [ ___ -_ _ f --v _._ ___ •] O IIII 111 I I 175%.062 DEEP IIII GROOVE U3 cl _ —— _ u g i' (4)/8 X 3/4"SMS INSIDE ELEVATION `o 01 FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 6 AND 6-1/2'O.C. MAX. C /8 X 3/4'SMS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION O I O 3/8'FROM ENDSO 175 X.062 DEEP 1 ••�+➢ 410/2i o.(b MAX.• • • •• GROOVE /8 X3/4'SMS • • • • • • I O O 3/8'FROM ENDS •• ••• •• AND Tr O.C. MAX. ----- --_ _- _-_-_--_---_ Engr:JAVAD AHMAD I _ CML j 7/16"DIA.WASHER - - - - -- - - - - - - - - - - FIA.PE/ 0592 PAQDUCT AEN�WFD $ y ••• •:• •• • C.A.N. 5 " wi18 fl•FIorIA6 s r ' • R NEL • • • • • Nn 4_j 24 GA.(.o2A;STEE�4. • • • • • EXTERIOR DOOR PANEL •• • •• • 15A" D.L.OPG. Q 2015 f�� drowinq no. 24 GA.(.024)STEEL MIN. GLAZING BRE Mi�1 RM1gCAlto1 98-05 WINDOW WIDTH 5hee(6°T 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• i• ' t - MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) - 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1amidade.11ov/eeonomv Florida Window Systems,Corp. 6860 NW 75 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(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 Floridfa*$Wilding•••••• Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one.DESCRIPTION: Series"FWS-300"Aluminum Horizontal Sliding Window—16M*1.. :••••• ....:. APPROVAL DOCUMENT:Drawing No.W07-80,titled"Series FWS-300 Alum."84f. Sliding Wdw. ;....; (L.M.I.)",sheets I through 7 of 7,dated 10/15/07,with revision C dated 12/30/15,preXare4i by A:-Narooq • Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade Couatyyrpduct Nnfrol •• ••• Revision stamp with the Notice of Acceptance number and expiration date by the 1V>;j4;�-�ade Celipty; ,,,,,• Product Control Section. • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0 0 •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's name,or logo, ciV,. state, •••• model/series, and following statement: "Miami-Dade County Product Control Approved", unless pthgrwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0402.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-1103.03 Expiratlon Date: May 01,2018 Approval Date: Page 1 Florida Window Systems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA#071025.09) 2. Drawing No W07-80, Sheets 1 through 7 of 7,titled"Series FWS-300 Alum. Horiz. Sliding Wdw. (L.M.I.)",dated 10/15/07, with revision C dated 12/30/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4417, dated 12/13/07, signed and sealed by Candido F. Font,P.E. (Submitted under NOA#071025.09) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS, 203-94 •••••• •••••• along with marked-up drawings and installation diagram of an MAVr9inlum horizo7atal .• sliding window,prepared by Hurricane Engineering&Testing;Imr,,'£est IVNR 1Io. •••• • HETI-05-1944,dated 12/13/07,signed and sealed by Candido F.'Ptiitt,P.E. ;••••; (Submitted under NOA#07-1025.09) .... . .. ..... 3. Test reports on: 1)Air Infiltration Test,per FBG, TAS 202-94 •••••• •••• ••;••• 2)Uniform Static Air Pressure Test,Loading per FBC TAS 20244 ...... 3)Water Resistance Test,per FBC,TAS 202-9 4••;• • 4)Forced Entry Test,per FBC 24113.2.1,TA8 202-94 ;•••;• •••••• along with marked-up drawings and installation diagram of an Alunalikum horizontal :....: sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Rort:1o. • HETI-05-1439,dated 12/13/07, signed and sealed by Candido F. Font,P.E. (Submitted tender NOA#071025.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51k Edition (2014), dated 07/21/15 and 12/09/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300.09 D. QUALITY ASSURANCE 1. . Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel Perez,P.E. Product Control Examiner NOA No. 15-1103.03 Expiration Date: May 01,2018 Approval Date: E-1 1 f Florida Window Systems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC V1 Edition(2014),and of no financial interest, dated July 21,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 13-0402.01, issued to Florida Window Systems,Cori.,for their Series"FWS-300"Aluminum Horizontal Sliding WindoA—LX.I., appigied on•• •• 05/16/13 and expiring on 05/01/18. ' ' • ...... . ...... .... . .. ..... ...... .... ..... .. .. .. . ...... . . . . ...... ....% Manuel Perez,P.E. Product Control Examiner NOA No. 15-1103.03 Expiration Date: May 01,2018 Approval Date: E-2 74' 111 1/4' �U WINDOW WIDTH WINDOW WIDTH 13 1/2'MAX. 13 1/2'MAX. Z 3 HEAD/SILL HEAD/SILL a J 9'MAX. FALSE MUNTINS 9'MAX• 8'MAX, MTC. STILES (SURFACE APPLIED) 8'MAX, MTG. STILES H W HEAD/SILL MAY BE USED HEADN SILL A d U CORNERS 4 CORNERS 4 OWN u 0 on D u II V O 'H ging y Z 6 O a C D II E C li II OV 4 CI U 5 Gi m w m �/ AXI cD w _- ---_-_ Z O II O p n h Ip II -i :-N J / J Z W a Z Q W m f� 3 II � II II II 11 II O CLit' 4 ii 4 ii ii O a 331/2' 33 7/8' z � 33 1/2' 33 1/2' 33 1/2' O.L. OPG. O.L.OPG. in' D.L. OPG. D.L. OPG. D.L. OPC. N u 3 LL 37 1/8' 37 1/8' 37 1/8' M VENT WIDTH VENT WIDTH VENT WIDTH Z M TYPICAL ELEVATIONS p z L3 SERIES FWS-300 O� ALUMINUM HORIZONTAI. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 h 3. I APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE `oI COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING g MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. $3 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL o>>a WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c al i0 REQUIREMENTS OF THE 2014(5TH EDITION) FLORIDA BUILDING CODE •• ••• • • • • • •• °°8'" • . • . . . • • H as INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). > • • •• • • • • m <m v WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • •• • • • •• ••• • o LOADS TO THE STRUCTURE. • • • • • • • • • •• ••• t• • • • •• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS Engr.JAVAD ANAUD q I o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT, CML i ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. Fu PE 11 70592 b NOT PART OF THIS APPROVAL • ••• • ••• ••• • C.AN.3538 , A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE • • • • . • • *• 60 i 1�1 Prowi-7 COME INTO INCLUDINGMATERIALS CONTACT WITH OTHER MITED TO DISSIMILAR TEM LSL SHALL MEET THE THAT �• • •• • • • [W07-80 —80 REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. sheet 1°f 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) 4. V I is - GLASS TYPE 'A' GLASS TYPE 'B' ' WITHOUT REINFORCING WITH REINFORCING rl WINDON DIMS. A W/O SHEAR CLIPS WITH SHEAR CUPS W/0 SHEAR CUPS WITH SHEAR CLIPS Z WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) o� 26-1/2' 4 68.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 37' 26' 4 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 pry g v 53-1/8' (3) 8 68.7 75.0 86.7 75.0 80.0 100.0 80.0 100.0 0 d tV 74• 8 68.775.0 66.7 7&0 80.0 100.0 80.0 100.0 �p 26-1/2' 4 66.7 75.0 66.7 75.0 80.0 100.0 60.0 100.0 C H M 37" 38-3/8' 4 66.7 75.0 66.7 75.0 80.0 100.0 50.0 100.0 V p q M 53-1/8' (4) 6 66.7 1 75A 66.7 75.0 1 80.0 1 100.1) 80.0 100.0 C i-, N 74" 6 66.7 75.0 66.7 75.0 1 80.0 82.1 60.0 100.0 0 26-1/2• 4 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 tN8 37' 50-5/8' 4 68.7 75.0 66.7 75.0 80.0 82.8 80.0 100.0 SILICONE SILICONE 53-1/8' (5) 6 64.5 64.5 66.7 75.0 64.5 64.5 80.0 100.0 o DOW CORNING 795 DOW CORNING 795 74' 6 54.9 54.9 66.7 75.0 54.9 54.9 80.0 100.0 Q W 26-1/2' 4 68.7 75.0 66.7 75.0 80.0 82.6 80.0 100.0 1/8'HEAT STREN'D GLASS 1/8'HEAT STREN'D GLASS 37' 63' 4 62.3 62.3 65.7 75.0 62.3 52.3 80.0 100.0 p90'Interlayer .075'Interlayer SJ" (5) 6 47.2 47.2 66.7 75.0 47.2 47.2 80.0 88.7 Soflex Clear And Color Gloss Scflex CP With PET Core O N 74" 6 38.2 38.2 66.7 70.1 38.2 38.2 71.8 71.8 By'Eastman Chemical Co.' By'Eoetmon Chemical Co. 3 U m 24' 4 68.7 75.0 66.7 75,0 60.0 100,0 80.0 100.0 1/8'HEAT STREN'D GLASS 1/8'HEAT STREN'D GLASS g N $ 36• 4 66.7 75.0 88.7 75,0 80.0 100.0 80.0 100.0 48" 24'(3) 4 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 SILICONE SILICONE n 60' (3) 6 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 �_ DOW CORNING 795 DOW CORNING 795 72' 6 88.7 75A 66.7 75.0 80.0 100.0 30.0 100.0 i_m z_ t a w 24' 4 66.7 75A 66.7 75.0 80.0 100.0 80.0 100.0 i. 36' 4 66.7 75.0 1 66.7 75.0 80.0 100.0 80.0 100.0 II j II I� 48 3) 4 66.7 75.0 66.7 75.0 60,0 100.0 80.0 100.0 L I, I. Z n J 60' (J) 6 66.7 75Ar656.7 76.0 80.0 100.0 50.0 100.0 72' 6 66.7 75.0 75.0 80.0 88.9 80.0 100.0 I a 3 24" 4 66.7 75.0 75.0 80.0 100.0 80.0 100.0 AT 1/4 POINTS ON LRES 0 AT 1/4 POINTS ON LITES O 36" 4 66.7 75.0 75.0 80.0 90.8 80.0 100.0 2 WIDER THAN 36'ONLY 23 WIDER THAN 36'ONLY O 22 00 W 48' 48" 4 66.7 74.4 75.0 74.4 74.4 80.0100.0 GLASS TYPE 'A' GLASS TYPE 'B'4 80' B85.6 65.6 75.0 65.6 85.8 80.0 100.0 72• s 61.0 61.0 75.0 61.0 61.0 80.0 100.0 GLAZING OPTIONS 24' 4 66.7 75.0 66.J 75.0 80.0 95.5 80.0 100.0 4 36' 4 66.7 67.7 66.7 73.0 67.7 67.7 80.0 100.0 48' 60' 4 54.2 542 66.7 7&0 54.2 54.2 80.0 f00.0 m 80' (5) 6 48.5 46.5 66.7 75.0 48.5 48.5 80.0 87.5 goo s 72• 6 41.8 41.8 66.7 75.0 41.8 41.8 78.6 78.8 5 k A s N0. OF ANCHORS PER HEAD & SILL u ( ) a NO. OF ANCHORS PER JAMB •• ••• • • • • • •• o o r • • •• • • • • • z�< m u j rFR EXTE$IpR(+j•lp4%:1-IG'N eat:TF S aLVET ARE WINDOWS WITH APPLIED RISER AT FRAME SILLErgr:aAVAD AILNAO STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 66.7 PSF M.PEML osa2 DETAIL QNS HEET . ••• ••• • C.A.M. NOTE: • • • • • • • • • GLASS CnCITIE; OMTHIS- E gRE• • • • Q a 2 6 BASED&V ASTM•�1300-Q9b 3 F.C. GUSTS • ••• drawing no. AND FLORIDA BUILDING COMMISSION W07-80 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2of 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF(XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) �ItIu - 0 GLASS TYPE'A' GLASS TYPE 'D' GLASS TYPE 'A' GLASS TYPE 'B' w WITHOUT REINFORCING WITH REINFORCING WITHOUT REINFORCING WITH REINFORCING Q^ WINDOW DIMS. A V/0 SHEAR CUPS ITTN SHEAR CUPSEDSHFAR CLIPS WITH SHEAR CUPS WINDOW DIMS. A V/0 SHEAR CUPS WITH SHEAR CLIPS I/O SHEAR CUPS WITH SHEAR CUPS Z n J VADTH HEIGHT EM.(+) INT.(-) EXT.(+) INT.(-) INT.(-) EXT.(+) IM.(-) WIDTH HEIGHT EM.(+) INT.(-) W.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) OW 74' 6 66.7 75.0 66.7 75.0 100.0 80.0 100.0 74" 7 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0108-1/4" �3) 9 66.7 75.0 66.7 75.0 100.0 80.0 100.0 106-1/4' ��) 9 66.7 75.0 _66.7 75.0 80.0 100.0 80.0 100.0 0p111' 9 00.7 73.0 05.7 75.0 100.0 00.0 100.0 111' 9 66.7 75.0 66.7 750 80.0 100.0 80.0 100.0d74' 6 66.7 75.0 66.7 75.0 100.0 80.0 100.074' 7 66.7 75.0 66.7 75.0 80.0 87.6 80.0 100.0 106-1/4' () 9 66.7 75.0 6&7 73.6 77.5 80.0 100.0 106-1/4' (4) 9 86.7 75.0 68.7 73.2 00.0 92.9 60.0 100.0 G? n 111' 4 9 66.7 75.0 1 66.7 71.8 80.0 81.7 80.0 100.0 11 I' 9 66.7 75.0 1 66.7 72.0 80.0 88.5 80.0 100.0 v O 2 74" 8 66.7 67.6 66.7 75.0 67.6 67.6 80.0 100.0 50-5/8" 50-5/8' 74' 7 66.0 66.0 66.7 75.0 6&0 66.0 80.0 100.0 106-1/4' (5) 9 55.8 55.8 66.7 75.0 55.8 55.8 80.0 100.0 (5) 8 111' 9 54.9 54.9 66.7 75.0 54.9 54.9 80.0 100.0 VVV yN� 74" 8 49.0 49.8 86.7 75.0 49.0 49.0 00.0 93.8 74' (5 ) 7 47.4 47.4 66.7 75.0 47.4 47.4 800 89.0 Q W Z O n _o 106-1/4' 65" 9 39.1 39.1 66.7 71.9 39.1 39.1 73.6 73.6 72' 7 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 1L vN m 111' () 9 38.2 38.2 65.7 70.1 38.2 38.2 71.8 71.8 84' 24' 9 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 Q 72' 7 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 96' (3) 9 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 0 84' 24' 9 66.7 1 75.0 1 66.7 75.0 80.0 100.0 80.0 100.0 108' 1 9 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 96' (3) 9 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 72' 7 66.7 75.0 66.7 75.0 80.0 95.7 80.0 100.0 J v 108" 9 66.7 75.0 6&7 75.0 1 80.0 1 100.0 80.0 1 100.0 84" 36' 9 66.7 75.0 1 66.7 1 75.0 800 1 92.8 1 804 100.0 V W 72' 7 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 96' (5) 9 66.7 75.0 66.7 75.0 80.0 80.0 80.0 100.0 '^ 84' 35" 9 66.7 75.0 0&7 75.0 80.0 100.0 80.0 100.0 108' 9 66.7 75.0 66.7 75.0 80.0 96.6 81.0 1OD.O c7 96' (3) 9 66.7 75.0 66.7 75.0 80.0 92.0 80.0 100.0 72" 7 66.7 72.9 66.7 75.0 72.9 72.9 80.0 100.0 108" 9 66.7 75.0 66.7 75.0 80.0 80.0 80.0 100.0 84' (4) 9 66.7 68.4 66.7 75.0 88.4 68.4 80.0 100.0 N 72' 7 66.7 74.4 66.7 75.0 74.4 74.4 80.0 100.0 96" 9 61.5 61.5 66.7 75.0 61.5 61.5 80.0 100.0 in Lj 4 W 04" 48' 9 66.7 68.0 66.7 75.0 68.0 68.0 80.0 100.0 gp• 3 T 72' 7 51.7 51.7 66.7 75.0 51.7 51.7 80.0 97.2 O V) 98' (4) 9 63.7 63.7 66.7 75.0 63.7 63.7 80.0 100.0 (5) p M a 108' 9 61.0 61.0 66.7 75.0 61.0 61.0 8D.0 100.0 Z n M 0� 72' 7 54.2 54.2 06.7 73.0 34.2 54.2 80.0 100.0 A - NO. OF ANCHORS PER HEAD & SILL 5Q� 84" 60' 9 48.7 48.7 66.7 75.0 48.7 48.7 80.0 91.5 ( ) = N0. OF ANCHORS PER JAMB Z gg" (5) 9 /4.7 44.7 86.7 75.0 44.7 4{.7 80.0 84.1 K p 108' 9 41.8 41.8 65.7 75.0 41.8 41.8 78.g 78.6 g W A N0. OF ANCHORS PER HEAD &SILL () NO. OF ANCHORS PER JAMB O i (1/4W) (1/2W) (1/4W) 0/3W) (1/3W) (1/3w) o g OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH u •• n r oog;,Si OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH •• 000 • • • • • •• > 8 8 • • • • • • • • o < m EXTWiOR(+}L0'AD9- M-elN O%THIS SHEET ARE o FORD WVp4WS WtH 1AQIPILIE1 WISHR-AT FRAME SILL Y Fngr:JAVAD AxLUD � o �f3R STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 66.7 PSF Cp& SEE DETAIL ON SHEET 4. Tic PE. 0592 b •NOTE!•• •• ••: •• O • ••• I (tASS:CAPACITJS N THIS SHEET•ARE• • drawin 9 no. Ei3 •9ASED•0N ASTM qg (•3 SF:.G&TS�i 9 AND FPORIDA BjJILQIN��CMMISSIOW • W07-80 'DECLARATORY STATEMENT DCA05-DEC-219 sheet 3of 7 ••• • • • • • • • TYPICAL ANCHORS (amu TYPICAL ANCHORS �G'L ANCHORS SEE ELEV.FORSXEDC , I 0 By SEE ELEV.FOR SPACING SEE ELEVS.FOR SPACING m WOOD BUCK r---_-_-_--_--_- - ao a; 'uyEDGf DIST. METAL I IMW/I-OADE COUNTY APPROVED 11 Z •A . •n STRUCTURE j IMULLION&MULLION ANCHORS 1ZSHEAR CLIPS 2'LONG AT EDGE DISEE SEPARATE NOAF 11 ANCHOR L TIONS 11 I I rSEESHEETS 2&3p O � FOR CAPACRY -- _ , O3 Z V 2 yj MN � p 17 g6pp TYPICAL ANCHORS C d SEE ELEV. FOR SPACING Qi 2 it ii jl jl LL Z N_ !i !i II II WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WOW. SYS. ! i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q�ImP r li a II ji AND TRANSFER THEM TO THE BUILDING STRUCTURE. _ !i !i ii ii a a SEALANT: TYPICAL ANCHORS: SEE ELEV.FOR SPACING v o jl it jl II 3 C.) � p ii j! I! ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1/4" DIA ULTRACON BY 'ELOO' (Fu-177 KSI,FY-155 KSI) N $ !i !i ii ii SEALANT' INTO 23Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) p; WEEPHOLES: N 0 n II !j !i THRU iBY BUCKS INTO CONC. OR MASONRY ^' a !. ! WI 1" X 1/4' WEEPHOLES AT 5" FROM w EACH END 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 Fm u ° W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) p Nn Z V1M DIRECTLY INTO CONC. OR MASONRY p li !i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ' z X112 TEKS OR SELF DRILLING SCREWS (GRADE 8 CRs) s �W li II !I !i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") 1O� INTO METAL STRUCTURES O 1/16'X I•RISER STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ADHERED TO SILL ALUMINUM 1/8" p WITH SILICONE THK. MIN. (6063-T5 MIN.) /10 X 3/4'FH SMS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I I� I� !� V /8 X 1-1/2'PH SMS 2 PER CLIP 9 S 2 PER CUPREINF.WOWS.ONLY) TYPICAL EDGE DISTANCE i! i! !! !! 7 RONF.WOWS.ONLY) °oINTO o ! ! INTO WOODRETE AND STRUCTURE�ONMIN.2-1/2" MIN. V W W 9 r 2 !I 10 W INTO METAL STRUCTURE - 3/4" MIN. v. v !� I4 WOOD AT HEAD,SILL OR JAMBS SG - 0.55 MIN. WOOD BUCK rn " CONCRETE AT HEAD, SILL OR JAMBS f'c s 3000 PSI MIN. of « n o a C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. o o f3 r R 2 BO 17 10 ••• ••: : I • �N• • m ~ °2 m \ • • CML FU.PE 70592 d "I CAN. g a -EDGE bIST. -• si. P ••i-"^\ ✓•'• o" •i�• ••• $ � 8 � .a '• • • • 1RPICAL ANC80RS .' .• • • • O n. .I • ETX;L• 0 SEE ELEV. DIST. • fOR�ACMI• • • �d n 8 drOwmg no. 1 TYPICAL ANCHORS •• • • • •• • • ^ SEE ELEV.FOR SPACING ••• RCINFORCM SILL INSERT • • W�7_80 SEE SHEETS 2 & 3 FOR CAPACITY sheat 4of 7 • • • • • • • • • • 3/15'MAX. -- SHIM VENT WIDTH 1/4'MAX. �u - SHIMS 12 TYPICAL ANCHORS �D SEE ELEV. TYPICAL ANCHORS O Z 3 + FOR SPACING C' 13 O O _ SEE ELEV. J 6 FOR SPACING _ a _- Op o ---_ - -- - add I z 1�/4. ° g METAL --__-_ :-:_._-_:_.: _-_SCREEN DPT. :—__:or.--. .a ________ ._-__._-____ m STRUCTURE Y1 6 .� w O d Cl O c w 3 WOOD BUCKS 110 X 1'SMS EXTERIOR AT 3'FROM ENDS WINDOW WIDTH AND 9.O.C.MAX. Q b A f F 1xzx1/B' XO LAYOUT ALUM TUBE ACCESS HOLE I OR OPPOSITE WITH PLUG .z CL a REINFORCED MTG. STILES d p 3/16'MAX. SEE SHEETS 2 &3 FOR CAPACITY V SHIM1/4'SHIM N VENT WIDTH S 12 MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1... VENT WIDTH �J laj w C' 13 O 4LATCH TYPICAL 6 z FOR SPACINGEE M 8 3�M 1 9 s E! o � .._.._.._.._.. w o METAL - ___SCREEN OPT. ______ .._.._.._._. W000 B K w � w STRUCNRE 21 B WOOD 57RUCTUR x n 1 5 3 EXTERIOR F W WINDOW WIDTH o R 6 XOX LAYOUT MWAI-DARE COUNTY -TYPICAL ANCHORS APPROVED MULLION SEE ELEV. FOR SPACING SEE SEPARATE NOA o np o n r-- I� • • • • <m • I 1 • Engr:JAVAD ANMAD 4 '1 CML z II j1 FM PE 0 70492 0 � II �' • • • drawing no. • 00 •• W07-80 WINDOW Wim WINDOW WIDTH sheet Sof 7 ••• • • • • • • • • • • • • • • • • • 2695 i ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS .062 1 FWS-022 1 FRAME HEAD 0063-T6 - .062 I 1- 2 FWS-026 1 FRAME SILL 8063-T6 - r 414 p 1.250 4 1.2150 3 FWS-019 1 FRAME JAMB VENT 6063-T6 - Z q�� j •• 1.875 I 1.031 I 4 FWS- 1 FRAME JAMB FIX. 6063-TB - 2 r y Z L 5 FWS-025 1/VENT FIXED RAIL 6063-TS - E a 1.250 8 FWS-024 I 1/VENT VENT MEETING RAIL 8063-T6 0 7 FWS-016 2/VENT TOP AND BOTTOM RAIL 6083-75 - O W V 1.250--i 7O VENT TOP/BOTTOM RAIL 8 FWS-023 1/VENT JAMB STILE 6063-TS - O t <LL O 1.785 9 FWS-029 AS REGO. GLAZING BEAD 6063-T6 - C t N t7 FRAME HEAD 10 FWS-015A 1 6'LONG SILL TRACK INSERT 6083-T5 AT FIXED RAILS ONLY V G vi enl 11 - AS REOD. SHEAR CUP 2'LONG 6063-T6 AT ANCHOR LOCATIONS (70.C $j 1.1 BB I+-1.363 •062 12 FWS-018 2/VENT VENT LATCH 6063-T8 AT 10-1/2'FROM ENDS 0 IL 0 II I1L�r--el 'S'I�I 1.813 12A 2/VENT CAM TYPE SWEEP LOCK ZAMAK AT 13-7/8'FROM ENDS II Z Q .626 1.250 LJ It f3 14-8010 1/LATCH VENT LATCH SPRING ST. STEEL - LL N ]� 14 RH-2500 2/VENT ROLLER HOUSING&GUIDE PLASTIC M&M PLASTICS Z I p f I 17 FWS-075 AS READ. BAFFLE NYLON M&M PLASTICS J 2 M g w 1.250 .625 18 /8 X 1-1/4' AS REOD. FRAME/VENT ASSB.IBLY SCREWS CRS P.H.SMS a W to f rLi 3.037 1.7511 2.250 19 /8 X 3' 2/VENT FIX.RAIL SILL SCREWS(SILL END) CRS P.H.SMS .082 O JAMB STILE 20 - AS READ. GLAZING GASKET VINYL - JirH 21 E-205 AS READ. BULB W'STRIPPINC FLEX PVC - 1.7!50- 22 7 022 W2321ING AS READ. WOOLPILE W'STRIPPING - ULTRAFAB OR EQUIV. AS REQD. SETTING BLOCKS EPDM DUROMETER 80.+5 SHORE A N W 1/VENT 5/16'130X SCREEN - OPTIONAL ?I g rn 1 1.875 8 O2 FRAME SILL .082 w I� o wM 1.454 1.160-I 3 n O MEETING RAIL .094 1.540 2.065 0�.1 00 W 1 N o F 11401 O 1D SILL TRACK 1.4L� L 4 1 250 LI 250 .912 1.440 0 a W� t.000 Qs FIXED MTG. RAIL SHEAR CLIP ° a 1.807 ILL I .780 .750�•- 0•r r r I �oBnSi 12 VENT LATCH •• • • • • • m o • • • 0 .062 .082 ••• • ••• • .419 2.769 2.'s1i• • • •• • • • •• Engr:JAVAD AHMAD Q •r '0� FIA.PE 70592 b T_ I � 0 CAN.3538 .594 L q11 c g • •• •• •�• •`• O ZOtG S % S t • • • • • • • u 526 k-1.375 ••• 1^-•.373 •• • • •• • • drawi�n7g pno. • •• • W0/-80 •t • Q GLAZING BEAD Q FRAME JAMB (VENT) a• FRAME JAMB (FIX) sheet 6 of 7 ••• • • • • • • • ggq3�qqq, / � Q W V cr � Oaoo rcW Z 3 N W� b LLza_� Qb�f d 0 J � a Q m FRAM TR VENT TOP/BOTTOM CORNERS g 0 $ N � x o M <� Z n L1 LLJ�� O I / o n / 1-2 �g G u 0m 000 • • • as • • ••• • • <m� • • • • • • • • • • • • i • •• •• • • • ••• E'qr. AYAD AHMAD CML FIA..AN. 578PE T12 • b 18 •• ••• •• • • • • ••• ••• • C , • • • • :E"; Q `(�2NER• • • • droving no. FIXED MT RAI ORN R •: :• • 0 •• • •• 00 �• .•• W07-80 sheat 7of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• ••