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WS-15-285 (2) Miami Shores Village FEB 0,9 2015 Building Department - µ 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ! BUILDING Master Permit No. �SIs PERMIT APPLICATION Sub Permit No. 4YUILDING F-1ELECTRIC F-] ROOFING F-] REVISION ❑ EXTENSION [:]RENEWAL r i ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ,19 / CONTRACTOR DRAWINGS JOB ADDRESS: (�? f�1/ '(y1� C7 ce City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO rhali�y Occupancy Type: A'Load: Construction Type: PktxA�-Flood Zone: BFE: '� FFE: ' OWNER:Name(Fee Simple Titleholder): e&V1"�' lGl Phone#: SCJ -SiD 2_ " 3 // Addresis: � J ��', City: Y(.(�r C'�t,(,v ( l�c�6e�l-L� State: Zip: p Tenant/Lessee Name: jj� Phone#: �l�J Email: Las 9-co- Q— &D et. I r> cc CONTRACTOR:Company Name: (QVVkjz� Phone#: 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:$ j�6 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [Repair/Replace e ❑ Demolition Description of Work: �Gxl f� yV,1 % Specify color of color thru tile: Submittal Fee Permit Fee$ 2,2 • On CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �Q (Revised02/24/2014) Y �r 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 i m o meet the standards of all laws regulating p e ssuance of a permit and that all work will be performed t g g 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 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this da of 2 b y ,20 / , by day of 0 y �i N I S 7,W)A 1'(,who is personally known to who is personally known to me or who has produced 4:�L— 1 173 as me or who has produced as identification and who did take n h . a oat identification and who did take an oath NOTARY PUBLIC: \\\\\\O\tiiiittttt NOTARY PUBLIC: Sign: 0r. y Sign: Print: r,, . �; = Print: Seal: " GR`• ,:`" h:;:� Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 3 � 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. 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. Initial 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 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.htmi Initial /L 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: las /V Initial 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. © n Initial ,.G,, 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 day of C 20 By K`QV ly -e—% who was personally known to me or who has Produced there License or I ""`i f tion. \ r r 0 NER POTAW, %, G ' • f 5�°w Miami Shores Village --- ----- Building Department 10050 N.E.2nd Avenue p Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT p NAME: S ICCU,4 DATE: ADDRESS: 5- IVF ICA V14 �l�{c I.C4 rfZz-7 fs 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— DP- 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 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. • Initial D/2-- 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 CV--- 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial PIL— 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 by county or municipal ordinance. Initial b i SLM Engineers Structural Engineers and Steel Detailers 09-28-2015 Project: Rovinskiy Residence 65 NE 106 St. Miami Shores, FL,33138 To whom may concern, After analyzing the field conditions and the data given below for the different Windows/Doors,as numbered on the submitted and approved drawings,it has been determined that installation of the Windows/Doors is in compliance with the design Intent and the requirements of the applicable NOA's. Field collected Data: - Unit#1:Shim thickness ranges from 1/8 to - Unit#2 Shim thickness ranges from 1/16 to 1/4". Please note the picture from the email BK forwarded features this window with a 2X wood installed at the sill,which generated inspector's comment#1 (second visit). - Unit#3:Shim thickness 1/16 to 1/4" - Unit#4&5:Shim thickness from 1/8 to 1/4" - Unit#6:Shim thickness from 1/8 to 3/8" - Unit#7:Shim thickness rom 1/8" to 1/2" - Unit#8:Shim thickness from 1/8 to 1/4" - Unit#9:Shim thickness from 1/8 to 3/8" - Unit#10:Shim thickness from 1/8 to 1/4" - Unit#11 :Shim thickness from 1/8 to 1/2" - Unit#12:Shim thickness ranges from 1/8 to 3/4" Should you have any questions or comments please call or email. 0%`���llirff�t� 4 '`�� 0. 41C r � r o.7 736 �C S o u m e l Dlgdally signed by Saumel Lodga,P.E. DN'n=S-mel Loriga,RE,o,ou, @slmeng neers mm,-US Loriga, P.E. Uf o0 2U,5.�g2B1,5,48-04 r Q STATE OF •' /v ZOR f' to Soumel Loriga, P.E. .. .. . . . .. .. . . . ... . . . . ... , . ... .•. . . . . . . .. . • ... . .. ... . Project Name: Rovinskiy Res. idence •• . . . .. •.• •• Location: 65 NE 106 ST, MIAMI SHORES, FL, 33138 By: Start Date: 9/3/2014 Comments: WIND LOAD CALCULATIONS CAUsers\sloriga\Desktop\BKs House\BK's House.wls i . . ... . . . ... Rovinski Residence " " ' ' " •• y ;•; : ' September 10, 2014 . ... . . . . ... ASCE7-10 Local Information ..' "' . . . . . . . . . . . . . . . . . . : ..• . . . .% . ... . .. . Wind Dir. Exposure . . . . . . . . .. . . . . . ... .. 3 C 4 C Basic Wind Speed: 170 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. WLS4--[1.4] Copyright©2020 SDG, Inc. Page 1 of 8 . . ... . . . ... Rovinskiy Residence :•; : September 10, 2014 . ••• • • • . ... ASCE7-10 Section - Main Section *Soso* ••• •'• •� 00. . . . . . . . ... . .. ... . Enclosure Classification: Enclosed . .. . . . .. ... .. .. . . . . . ... .. Wall Length(ft) Overhang(ft) 1 21 .7 1 .0 2 12.5 1 .0 Top 3 21 .7 1 .0 W2 4 12.5 1 .0 W1 A B W3 Eave Height: 12 ft Parapet Height: 0 ft o Parapet Enclosure: Solid W4 Roof Shape: Hipped Front Right Roof Slope(:12) A _ C B C -- B- D A&B 5.0 C&D 5.0 W1 W4 W3 W4 W3 W2 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 2 of 8 • • ••• • • • ••• Rovinski Residence " " ' ' " '• y September 10, 2014 . ... . . . . ... ASCE?-10 Section - 1 ' . . . . . . . . .. . . . . . . . . . . : ... . . . . . ... . .. ... . Enclosure Classification: Enclosed .. . . . .. ... ... . .. . . . . . ... .. Connected to: Main Section Connected to wall: W3 Position on W3: 6.25 ft Top W2 Wall Length(ft) Overhang(ft) 1 15.45 0.0 W1ABW3 2 4.3 1 .0 3 15.45 0.0 4 4.3 1 .0 W4 Front Right Eave Height: 12 ft A B C D Parapet Height: 0 ft Parapet Enclosure: Solid W1 W4 W3 W4 W3 W2 Roof Shape: Hipped Roof Slope(:12) A&B 5.0 C&D 5.0 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 3 of 8 . ... . . . ... Rovinski Residence " " ' ' " " ' y ; ' ;•; : ' September 10, 2014 . ... . . . . ... ASCE7-10 Section - 2 . . . . . . . . .. . . • . .. .. .. . . ... . ..; ... Enclosure Classification: Enclosed .. . . . .. ... •.. . Connected to: 1 Connected to wall: W3 Position on W3: 0 ft Top W2 Wall Length(ft) Overhang(ft) C 1 27.0 1 .0 W1 A B W3 2 20.7 1 .0 3 27.0 1 .0 4 20.7 1 .0 W4 Front Right Eave Height: 12 ft Parapet Height: 0 ft A c B C B Parapet Enclosure: Solid W1 W4 W3 W4 W3 W2 Roof Shape: Hipped Roof Slope(12) A&B 5.0 C&D 5.0 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 4 of 8 . . ... . . . ... Rovinskiy Residence :•: : September 10, 2014 . ... . . . . ... ASCE7-10 Section - 3 ' . . . . . . . . .. . . • : . • ... . Enclosure Classification: Enclosed . .. . . . .. ... .. Connected to: 2 Connected to wall: W3 Position on W3: -10.4ft Top W2 Wall Length(ft) Overhang(ft) C 1 37.2 1 .0 ' 2 14.2 1 .0 W1 A B ,W3 3 37.2 1 .0 p 4 14.2 1 .0 W4 Front Right Eave Height: 12 ft Parapet Height: 0 ft A B =W3 Parapet Enclosure: Solid W, -W4 W3 W4W2 Roof Shape: Hipped Roof Slo a :12 A&B 5.0 C&D 5.0 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 5 of 8 . . ,,, , . . , Rovinski Residence " " ' ' ,, �• '• : : :': : September 10, 2014 ASCE7-10 Composite Drawing :•: ••: . :': :': . •: 0:' , , • , 000 000 :00 Of* - - - 6 5 7 0 4 K 2 I$ J C D E F M N 8 ' 01 1 A B L IN2 11 D 13, 14 10 P 9 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 6 of 8 . . ... . . . ... Rovinskiy Residence " •' �• : :': : � ..S.eptember 10, 2014 . . ... . . . . ASCE7-10 Components and Cladding"input; . • . ... . .. ... . Component Description Wall/Roof ISurface Label Zone S•an(fE jdttq. A%a(sgft) 1 Wall 9 4 ;5V ; ; y.10. : 37.66 2 Wall 12 4 5.2 • • 3.0 **•15 63 3 Wall 11 4 5.2 3.0 15.63 4 Wall 10 4 4.2 3.0 12.63 5 Wall 9 4 4.2 3.0 12.6 6 Wall 8 5 4.2 3.0 12.6 7 Wall 8 4 3.2 1.5 4.64 8 Wall 8 4 4.2 3.0 12.6 9 Wall 7 5 4.2 3.0 12.6 10 Wall 5 5 4.3 4.5 19.2525 11 Wall 4 5 3.3 3.0 9.7744 12 Wall 2 4 7.0 5.4 37.7 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 7 of 8 Rovinskiy Residence . ' ' :': : September 10, 2014 . . .. . . . . ... ASCE7-10 Components and Cladding:*Output;; . • . ... . .. .•. . Component Description Surface Zone z(ft) q(psf) GCp GCpiExtFtres(ps}Itw �GCpj(psf) Net w/-GCpi (psf) 1 9 4 14.2 53.4 0.90 0.18 4$.1; ; ; ;38'4 : 57.7 14.2 53.4 -1.00 *-t 3.4 ' -63.0 ' " -43.8 2 12 4 14.2 53.4 0.97 0.18 51.8 42.2 61.4 14.2 53.4 -1.07 -57.1 -66.8 -47.5 3 11 4 14.2 53.4 0.97 0.18 51.8 42.2 61.4 14.2 53.4 -1.07 -57.1 -66.8 -47.5 4 10 4 14.2 53.4 0.98 0.18 52.3 42.7 61.9 14.2 53.4 -1.08 -57.7 -67.3 -48.1 5 9 4 14.2 53.4 0.98 0.18 52.3 42.7 61.9 14.2 53.4 -1.08 -57.7 -67.3 -48.1 6 8 5 14.2 53.4 0.98 0.18 52.3 42.7 61.9 14.2 53.4 -1.36 -72.6 -82.2 -63.0 7 8 4 14.2 53.4 1.00 0.18 53.4 43.8 63.0 14.2 53.4 -1.10 -58.7 -68.4 -49.1 8 8 4 14.2 53.4 0.98 0.18 52.3 42.7 61.9 14.2 53.4 -1.08 -57.7 -67.3 -48.1 9 7 5 14.2 53.4 0.98 0.18 52.3 42.7 61.9 14.2 53.4 -1.36 -72.6 -82.2 -63.0 10 5 5 14.2 53.4 0.95 0.18 50.7 41.1 60.3 14.2 53.4 -1.30 -69.4 -79.0 -59.8 11 4 5 14.2 53.4 1.00 0.18 53.4 43.8 63.0 14.2 53.4 -1.40 -74.8 -84.4 -65.1 12 2 4 14.2 53.4 0.90 0.18 48.1 38.4 57.7 14.2 53.4 -1.00 -53.4 -63.0 -43.8 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 8 of 8 1 • • ••• • • • • ••• MIAMI. MIA11II-DADE COUNTY,FLORIDA 6 _ •• ••• • ••• PPODUn000NTROL SECTION DEPARTA•IENT OF REGULATORY AND ECONOMIC RES+Oif• 1A(REj)•: •• • :118M.SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION s • • • • •'1'(7$�}•313;2'S90 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) • ••• • •• rv+vw.miamidade.gov/ecoaomy Continental Glass Systems,Inc. 325 West 74 Place ••" ••• �•• ••• Hialeah,FL 33014 ••• • •• • SCOPE: •• • • • • • ••• •• This NOA is being issued under the applicable niles 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 Miatni—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series"2000"Aluminum Sliding Glass Door—L.M.I. APPROVAL DOCUMENT: Drawing No. CGS009,titled"Series 2000 Alum. Sliding Glass Door",sheets 1 through 07 of 07, elated 02/15/10, prepared by Building Drops, Inc., with the latest revision crated 07/25/12, signed and sealed by Hermes F. Norero,P. E., bearing the Miami—Dade County Product Control Section Revision Stamp with the Notice of Acceptance Number and Expiration Date by the Miatni—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's natne or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. I0-0520.05 and consists of this page l and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. i , NOA No.12--0824.08 MIAMbDADE C5—UN—rY ',:.::=' '" Expiration Date: September 22,2015 Approval Date:December 06,2012 'k Page 1 . . ••• • . • .•. •• •• • f • •• •• • • • . • • • • • • • i ••• • • • • • • • • • • i •♦• • ♦ • • ••• Continental Glass Systems,Inc. • • • • • •ff NOTICE OF ACCEPTANCE: ; ;Ey>MT 1(:E•ST1BM1.r1T10 A. DRAWINGS i • .. :00 •• 1. Manufacturers die drawings and sectiolla.• : s i i•• i• ••• (Submitted under previous NOA No. 1 Q-V 5V P OS,1• : :•• ••• 2. Drawing No. CG8009, titled "Series 2000 Alum. Sliding Glass Door", sheets I through 07 of 07, dated 02/15/10, prepared by Building Drops, Inc., with the latest revision dated 07/25/12, signed and sealed by Hermes F.Norero,P. E. B. TESTS 1. Test reports on: 1 Air Infiltration Test,per FBC TAS 202-94 P ) p , 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 842-04 8) Standard Test Method for Determination of Operating Force B of Sliding Windows and Doors per ASTM E 2068--00(2008) along with marked-up drawings and installation diagram of Al, SDG, prepared by Fenestration Testing Laboratory, Inc., Test Repoli No. FTL-6122, dated 01/06/10, signed and sealed by Michael R. Wenzel,P. E. (Subinitted tinder previous NOA No. 10-05.20.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Building Drops, Inc., dated 08/21/12, with the latest revision dated 11/15112, signed and sealed by Herines F.Norero,P. E. 2. Glazing complies with ASTM E1300-04 p D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER), E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVB Interlayer"dated 09/08/11, expiring on 12/11/16. Jaime D,Gascon,P.E. Product Control Section Supervisor NOA No. 12-0824.08 Expiration Date:September 22,2015 Approval Date: December 06,2012 E-1 . • Or • . • ••• . • ••• • • • • .•• Continental Glass Systems,Inc. Ve NOTICE OF ACCEPTANCE: ; Py'164*E�iJBMITI'LD • s—•- F. STATEMENTS 00 0 0 0 •• ••• •• 1. Statement letter of no financial interest'.co&o�n*ai*ceo-gad,t�nipiying with FBC-2010, issued by Building Drops, hic., dated 0W4/j2»s11&, ?ect aW:wa1e4'by Hermes F. Norero, P. E. 2. Proposal issued by Product Control,dated 11/19/09, signed by Manuel Perez,P. E. (Submitted un(lerPrevious NDA No. 10-0520.05) 3. Laboratory compliance letter for Test Report No. FTL-6122, issued by Fenestration Testing Laboratory, Inc., dated 01/06/10, signed and sealed by Michael R. Wenzel, P. E. (Submitted un(lerPrevious NOA No. 10-0520.05) G. OTHERS 1. Notice of Acceptance No. 10-0520.05, issued to Continental"Glass Systems, Inc. for their Series "2000 Aluminum Sliding Glass Door — L.M.I.", approved on 09/22/10 and expiring on 09/22/15. Jaime D.Gascon,`P.E. Product Control Section Supervisor* NOA No. 12-0824.08 Expiration Date:September 22,2015 Approval Date: December 06,2012 E--2 . ... 0 . ... .. .. . . . .. .. . . . ... . . . . ... MIAMI-DiADE MIAMI—DADE CCaUNTY,FLORIDA ••• �•� .'. .1tAODU[sT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOUROE9(Rtlt) • ; ; '.: 1180.6 SWM Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION(BCAD) • • •••T.(Z86)31ST259%*F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Continental Glass Systems,Inc. •• .. 325 West 74 Place •• ;•; ;. '. Hialeah,FL 33014 SCOPE: •• • • • ••• •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"7000" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT:Drawing No. CGS024,titled"Series 7000 Casement Window Large&Small Missile", sheets 01 through 05 of 05, dated 01/23/06 with revision"1"dated 07/27/12,prepared by Building Drops, Inc., dated 12/20/12, signed and sealed by Hermes F.Norero,P. E.,bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.07-0103.11 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 Jaime D.Gascon,P.E. NOA No.12-0926.03 MIAMI•DADE C— S. 7 Expiration Date: September 06,2017 Approval Date: February 07,2013 Page 1 . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • ••• Continental Glass Systems,Inc NOTICE OF ACCEPTANCE• fV �HENC>� �LA�IIT' ED•• A. DRAWINGS 1. Manufacturer's die drawings and sections. •• ;•; : : : :. -. (Submitted under previous NOA No. 07-0103.11; • 2. Drawing No. CGS024, titled "Series 7060 Casement Window Large & Small Missile", sheets 01 through 05 of 05, dated 01/23/06 with revision"1" dated 07/27/12, prepared by Building Drops, Inc., dated 12/20/12, signed and sealed by Hermes F. Norero,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of aluminum casement windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4848, dated 02/07/06, signed and sealed by Edmundo J. Largaespada,P. E. (Submitted under previous NOA No. 07-0103.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 08/21/12,prepared by Building Drops, Inc., dated 01/16/13, signed and sealed by Hermes F.Norero,P. E. 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC-2010, issued by Building Drops, Inc., dated 08/20/12, signed and sealed by Hermes F. Norero, P. E. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 12-0926.03 Expiration Date: September 06,2017 Approval Date: February 07,2013 E-1 . . ... . . . ... .. .. . . . % .. . Continental Glass Systems,Inc NOTICE OF ACCEPTANCE: t SiS MIliED•• . ... . .. ... . F. STATEMENTS(CONTINUED) 00 2. Notification of Successor Engineer for mauuf4r.*nirr's NOA-doc%nent per Section 61G15-27.001 of the Florida Administratide Uode„ njifyijg.oxi0nal engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 12/20/12, signed and sealed by Hermes F.Norero,P. E. 3. Laboratory compliance letter for Test Report No. FTL-4848, issued by Fenestration Testing Laboratory, Inc., dated 02/08/06, signed and sealed by Edmundo J. Largaespada,P. E. (Submitted under previous NOA No. 07-0103.11) G. OTHERS 1. Notice of Acceptance No. 07-0103.11, issued to Continental Glass Systems, Inc. for their Series "7000 Outswing Aluminum Casement Window- L.M.I.”, approved on 09/06/07 and expiring on 09/06/12. Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No. 12-0926.03 Expiration Date: September 06,2017 Approval Date: February 07,2013 E-2 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • i i`s i i i • • ••• • • • • ••• M IAM I.DADE ••` .. . • • • • • • • • • AiIA1ti1�;DADE COUNTY •• ; ; NODUC:'C®NTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ROHR) •0 11885'SW 16 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �• • . . .. www.miamidade.eov/economy Continental Glass Systems,Inc. •• ••• • • • • •' • 325 West 74's Place y •• ' ' Hialeah,Fl.3301.4 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 AIU(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"6000"Aluminum Ilorizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.R.W.-6000-L.M.I.,titled"Series 6000 Rolling Window-- Large Missile Impact"sheets 1 through 7 of 7,dated 01/09/12,with revision#2 dated 01/23/13,prepared by manufacturer,signed and sealed by Kelvyn Whitfield,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 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 consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. r'. NOA No.12-0702.04 MIAM-DADE COUNTY ✓._w f ,; Expiration Date: Marcs►21 201$ Approval Date: March 21,2013 Pagel . . . . . . . . . . • age 0 000 Continental Glass Systems,Inc. NOTICE OF ACCEPTANCE: E8013EN1 r AAAI EI} • -*;, •.• A. DRAWINGS .. . . •• ••• •• 1. Manufacturer's die drawings and sections. • ••• • ' ' • . . . • • •. . 2. Drawing No.R.W.-6000-L.M.I.,titled"Serier'l5(2012—'Rol;nLarge Missile Impact", sheets 1 to 7 of 7,dated 01/09/12,with revision#2 dated 01/23/13, prepared by manufacturer, signed and sealed by Kelvyn Whitfield,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL- 6787,dated 01/19/12, signed and sealed by Marlin D. Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 02/20%12,prepared, signed and sealed by Kelvyn Whitfield,P.E. 2. Glazing complies with ASTM E 1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlasOO Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010,dated May 15,2012, signed and sealed by Kelvyn A. Whitfield,P.E. 2. Statement letter of no financial interest,dated May 15,2012, signed and sealed by Kelvyn A. Whitfield,P.E. 3. Proposal No. 11-1506 issued by Product Control Section, dated December 1, 2011, signed by Manuel Perez,P.E. G. OTHER 1. None. Manuel Perez,RE.', Product Control Examiner NOA No.12-002.04 Expiration Date: Mardi 21,201$ Approval Date: March 21,2013 E-1 NOTES: 1- THE DESIGN WAND PRESSURES HAVE BEEN CALCULATED IN COMPLIANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE AND ASCE7-10 2- IN ACCORDANCE WITH SECTION 1715.15.1 WIND LOADS STATED HEREIN HAVE BEEN MULTIPLIED BY 0.63- PRODUCTS AS � � COD WHEN INSTALLED IN ACCORDANCE WITH AHEREIN ARE IN PPROVED MIAMI DADE LIANCE WITH THE REQUIREMENTS NOTICES OF APPROVALS (NOA'�ING VF-134 rn ZOi'r 4- ALL PRODUCT DIMENSIONS AND FLOOR PLANS DIMENSIONS HAVE BEEN SUPPLIED BY CONTINENTAL GLASS r GD J SYSTEMS. LBY 00 5- SEE TABLE BELOW FOR WINDOW SCHEDULE, REFERENCED APPROVAL NUMBERS, DESIGN PRESSURES AND DESIGN �� m WIND LOADS W ch 6-ZONE 5 IS DEFINED AS THE AREA WITHIN 10R OF THE LEAST HORIZONTAL DIMENSION MEASURED FROM THE EDGE V M OF THE BUILDING BUT NOT LESS THAN 3ft. W 34'-1011" � Lu Lu X 1 O 0 OOX Z = .%o 1-4Z X 11' 6 Oil tPITY O Lij COPY 0 X � o � Q 37'-2j" Q 0 01 0 0% N O O 21'-6j" Z C OO 1,liami S"'Orres Village O °° w V) 1 APPROVES E3Y H 0 X X 0 O ��oE Z ZONING DEPT H w 6'-3" X d O - ui O DILDG DEP Lam, �� ENTRANCE- 10'-,1z O Z LCL u i O > X 0 X O �';IIIiJ! C;L 1()CO�JI'I IANCE WITH ALL FFDERAL a0C 6 �li�il �1iJflr,r'llfH ------------ a I?UI FS ANf)I7[=C,lll ATIC)NS p� Q X O w O u_O 2'-6" � a �a vLui Q FLOOR PLAN oW o LL gx u_ WAND LOAD PARAMETERS WINDOW WINDOW TYPE PRODUCT DESIGN PRESSURE REQUIRED PRESSURE WINDOW SIZE ZONE NOA IN OUT WIND SPEED (mph) 170 SCHEDULE SERIES CAPACITY CAPACITY W H W H IMPORTANCE FACTOR 1 1 SLIDING WINDOW 6000 +110 -110 57.7 -63.0 85"x 6311 4 12-0702.04 843'4 X 643'4 85)4 X 64X4 Q q m MEAN ROOF HEIGHT 12ft 2 SLIDING WINDOW 6000 +110 -110 61.4 -66.8 36"x 62)t 4 12-0702.04 36 X 63 377¢X 64 Z EXPOSURE CATEGORY C 3 SLIDING WINDOW 6000 +110 -110 61.4 -66.8 36"x 62Ya 4 12-0702.04 36Y4 X 63 37X*, X 631 TOPOGRAPHICAL EFFECTS 1T 4 SLIDING WINDOW 6000 +110 -110 61.4 -67.3 36"x 501¢ 4 12-0702.04 36)4 X 507¢ 37)4 X 51J6 (1� 0% oD � m Z L � 5 SLIDING WINDOW 6000 +110 -110 61.9 -67.3 36"x 5075 4 12-0702.04 36Y4 X 503'4 374 X 5136 F-- 8 CASEMENT 7000 +110 -110 61.9 -82.2 36"x 501¢" 5 12-0926.03 36X4 X50% 194 X 39)4 C>\ ?� _ _ Z 7 CASEMENT-SPANDREL 7000 +90 -90 63.0 -68.4 173'4"x 387 4 12-0926.03 18 X JIM 377¢X 5iX i O � U 8 CASEMENT 7000 +110 -110 61.9 -67.3 36"x 50 ' 4 12-0926.03 9-X 50)2 37X4 X 51YA BDWG#: 8 SLIDING WINDOW 6000 +110 -110 61.9 -82.2 -Ox504 50X4 5 12-0702.04 38X4 X 507¢ 37X4 X 5U¢ CGS 0 9 2 10 SLIDING WINDOW 6000 +110 -110 80.3 -78.0 54X4"x 51" 5 12-0702.04 54X4 X 501¢ 554 X 51X2 11 SLIDING WINDOW 6000 +110 -110 60.3 -84.4 35Y4 x 304 5 12-070204 36 X 3836 364 X 397¢ 12 SUDING DOOR r 2000 +140 -140 57.7 -63.0 64)Vx 84X4" 4 12-0824.08 644 X843'4 8412 X 843'4 SHEET: I of 1 NOTES: • • 000 • • Sook •• •• w o •t••� •• • _ 1- THE DESIGN WIND PRESSURES HAVE BEEN CALCULATED IN COMPLIANCE WITH THI RfQUj?EM*4TS:5•rH9 2010• • FLORIDA BUILDING CODE AND ASCE7-10 • • • • • FEB d 9 2015 o ••• • • • • w•• i 2- IN ACCORDANCE WITH SECTION 1715.15.1 NAND LOADS STATED HEREIN HAVE BEEN MULTIPLIED BY 0.6 3- PRODUCTS AS STATED HEREIN ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDINGBYs- COD WHEN INSTALLED IN ACCORDANCE WITH APPROVED MIAMI DADE COUNTY NOTICGS OF RPPROVI,LS•(NQA%) •i •• • w • • 4- ALL PRODUCT DIMENSIONS AND FLOOR PLANS DIMENSIONS HAVE BEEN SUPPLJtD PY CpAT14ENiAL*GLA" • •• SYSTEMS. • • • • 00 5- SEE TABLE BELOW FOR WINDOW SCHEDULE, REFERENCED APPROVAL NUMBERS. DESIGN PRESSURES AND DESIGN cv) WIND LOADS. OFFICt'" LIJ ch 6-ZONE 5 IS DEFINED AS THE AREA WITHIN 10% OF THE LEAST HORIZONTAL DIMENSIOtf-ME rUtED•PVM:-4 Fb8GE ••• V ch OF THE BUILDING BUT NOT LESS THAN 3ft. •• ••• • • 0•• i o •• W In LL 5 8j Uri 16'-9 34'-1011J. In OLLJ ix Lu X 1 0 0 OOX COrY >- Z � U %0 cn V H ARIAMI SHORES VILLAGE H H X 0 11'-s" Oil BY DATE APPROVED O 0 12 X ZONING LIJ ix a S fRUCTU RAt �r to 37'-2j" � ELECTRICAL Q D N O O 21'-6j" O PLUMBING z O O O m ' H O X X OO pAECHAN CAL H Lu Lu 1 6'-3" W O O X ENTRANCE 10'_4 " O g' Du• ct w Z Lu X 0 XO ccc CC:fv1PLlHidCE WITH ALL FEDERAL, N Q X 0 61ATE AND COUNTY RULES AND REGULATIONS. � q'o 0 0 u-che 40 IV V) 12'-6" a Lu 0- 25' 14'-2j" q v) q FLOOR PLAN o w o LL of LL WIND LOAD PARAMETERS NANDOW PRODUCT DESIGN PRESSURE REQUIRED PRESSURE IN OUT WINDOW TYPE WINDOW SIZE ZONE NOA WIND SPEED (mph) 170 SCHEDULE SERIES CAPACITY CAPACITY W H W H Digitally signed by Soumel Loriga IMPORTANCE FACTOR 1 1 SLIDING WINDOW 6000 +110 -110 57.7 -63.0 85"x 637" 4 12-0702.04 8434 X 643'4 85X4 X 64X4 ' MEAN ROOF HEIGHT 112ft 2 SLIDING WINDOW 6000 +110 -110 61.4 -66.8 36"x 627¢" 4 12-0702.04 36 X 63 377¢ X 64 Date:2015.02.0418:17:53-05 00 z q m EXPOSURE CATEGORY C 3 SLIDING WINDOW 6000 +110 -110 61.4 -66.8 36"x 627¢' 4 12-0702.04 36X4 X 63 37Ya X 637¢ TOPOGRAPHICAL EFFECTS 1 1111 t 111 r�� w 4 SLIDING WINDOW 6000 +110 -110 61.4 -67.3 36"x 507¢" 4 12-0702.04 36X4 X 507¢ 37X4 X 517(1 �``1 M1G1- LO i���i' F- 00 m Z J 5 SLIDING WINDOW 6000 +110 -110 61.9 -67.3 36"x 507Z" 4 12-0702.04 36Y4 X 5034 37Y4 X 513G `� ' R/ U- 6 CASEMENT 7000 +110 -110 61.9 -82.2 36"x 507¢" 5 12-0926.03 36Y4 X 503'4 19Y4 X 39Y4 �' �}CENSF :C q O Z Y 2 U Z 7 CASEMENT-SPANDREL 7000 +90 -90 63.0 -68.4 1734"x 387¢" 4 12-0926.03 18 X 387¢ 37Y2 X 51X: - 0 38 p 8 CASEMENT 7000 +110 -110 61.9 -67.3 36"x 507¢" 4 12-0926.03 36 X 5071 37Ya X 51X1 = 9 SLIDING WINDOW 6000 +110 -110 61.9 -82.2 36"x 50X4" 5 12-0702.04 36X4 X 507¢ 37Y4 X 517¢ 10 SLIDING WINDOW 6000 +110 -110 60.3 -79.0 54Y4x 51" 5 12-0702.04 5474 X 50X1 55Y4 X 517¢ STATE OF 92 11 SLIDING WINDOW 6000 +110 -110 60.3 -84.4 35X4"x 39X" 5 12-0702.04 36 X 3836 36X4 X 397¢ FCORIDP.•'' �` 12 SLIDING DOOR 2000 +140 -140 57.7 -63.0 64X1"x 8474 4 12-0824.08 6431 X 843; 647¢ X 804' C?�` ,����11111111111` .. .• ...• . . . . . . •. . . • • ••• • • . • ••• • . • • •.• 0000.0 .•. .00 NoTINENTAL GLASS SYSTEMS -,:. . . 0 0 0 0 • • • • •• CONTINENTAL 0 0. ••• ••• . R 2000 SLIDING GLASS DOOR Glass Systems INSTALLATION NOTES: *00 ' ' ' ' :. IFRIES' • 326 W.74'fHPLAtE 1. TWO(2)INSTALLATION ANCHORS ON HEAD AND ONE(1)INSTALLATION KrALEAH,FL 33014 ANCHOR ON SILL FOR EACH ANCHOR LOCATION SHOWN. •• • • :60 ••• •• P14'.(305)231-1101 FX:(305)231-1103 . 00 .0. . (IMPACT) 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM • • • • • •• • • NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. ..' ; ; '•' ; ; ;•• •.' # rt' 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF Z g n +1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT g � O-.JM DETAIL(LE„WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES N a •' ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. Zm" H w 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD m °D BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. V) p H Fq-1 SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) GENERAL NOTES: m 4 SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. "Cl Lei o 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TABLE OF CONTENTS w \Q co 0% cz co S. FOR INSTALLATION DIRECTLY INTO CONCRETE/MASONRY,USE 5J16 TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE(FBC), SHEET REVISION SHEET DESCRIPTION la_ INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 -INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE ((,LL�� N H 1/4 INCH MINIMUM EMBEDMENT. FOLLOWING: t A INSTALLATION&GENERAL NOTES 12 • TAS 20194 6. FOR INSTALLATION DIRECTLY INTO WOOD FRAME,USE #14 WOOD • TAS 202-94 2 A ELEVATIONS&ANCHOR LAYOUTS A o SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM • TAS 203-94 EMBEDMENT. 3 A VERTICAL SECTIONS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 4 j A HORIZONTAL SECTIONS&GLAZING DETAIL 7. FOR INSTALLATION DIRECTLY INTO STEEL FRAME,USE 1/4"DIAMETER STEEL,AND 2X FRAMING AS A MAIN WIND FORCE RESISTING (� GRADE 5 TEK SELECT SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED 5 A COMPONENTS&BILL OF MATERIALS THREADS MINIMUM PENETRATION BEYOND STEEL FRAME SUBSTRATE. PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 6 A COMPONENTS QZ S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INSTALLATION. 7 q CORNER ASSEMBLY vH O U INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND !n SIDING. 3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND v �-1 ANCHOREDTO PROPERLYTRANSFER ALL LOADS TO THE p 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE > p O OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR O RESISTANT COATING. THE PROJECTOF INSTALLATION. p O 10.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND V INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE DESIGN PRESSURE RATING INTO FACE SHELL OF BLOCK. REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE DESIGN PRESSURE-ALL SIZES ISSILE IMPACT RATI 11.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WITH THIS DOCUMENT IN NON-HVHZAREAS.IN HVHZ AREAS,ONE q ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE ANCHORS THE MINIMUM STRENGTH SPECIFIED BY THE LESS PERA +�-140.0 P5 F LARGE&SMALL THANt MISSILE IMPACT RATED MANUFACTURER. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS r PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. i'; 1440 12.INST•ALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 6. WINDOW FRAME MATERIAL:ALUMINUM 6005-TS =J � A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 7. IN ACCORDANCE WITH THE 2010 FBC SEC.2003.8.4 DISSIMILAR C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED CONFORMS TO ASTM 0476,MINIMUM GROUT COMPRESSIVE 1N SEC 2003.8.4.2. L s STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300.04 GLASS WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSL CHARTS. SEE SHEET 4 FOR GLAZING DETAIL. j: w m 2 N N E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 20 GA. RQDUG7'T2T3VISED Q � � � � = U Z (0.0346")WALL THICKNESS, s comp€yi11$tivitll lite Florida wilding Code o p U WteP€a11ve No DWG#: tia)1 Dat _ CC7 5 00 aali ado roduct Contlo SHEET: 1 of 7 UNIT MAX. ' ' : : :.: : ' : : UNIT MAX. WIDTH 71" .:. : : : : .:. WIDTH 108° D.L.O.MAX. .•• D.L.O.MAX. '' CONTINENTAL. WIDTH 31.125" a c ° 2 : : : • ': : 2• WIDTH 31.125" e c n 3 3 3 • • •• • • 3 3 3 Glass Systems • 7 • • • • • • • • •• ••• • UNIT UNIT 325 W.MLPLA14 MAX. t-tra�aH,ft,a3ol •• • • • •• ••• •• MAX, PH:(305)231-1101 FX:(305)231-1103 HEIGHT a '. ;'; :.' •'. HEIGHT K, 96 3/8" a 96 318" • a y v 4 liars • • • ••• •• D.L.O. 4No Quo MAX. HEIGHT •x• 88 5/16" MAX. w HEIGHT 1-1 Z z m w 88 5/16 LOCK 0 t a m LOCK to oHEIGH � HEIGHT --- -----� 43.375" di a p z 75" 7 ELEVATIONS /, /% L � a�9 M Q 1.5"WEEP a 1.5"WEEP a 2 EACH END 3 2 EACH END 3 0 4 ^• 3" l z 311 3" 1 2 m 3 „ 23, 3 '„ 3 r, 3" HEAD RECEPTOR: •; : i:7�„HEAD RECEPTOR: ""• •'• iii„ z 2 ... ... 3" $" 3" H p U 339 " l �3, 3 " 33� 1 I 11 33�� �t 3Lu . I I F 3?" STANDARD FRAME: ; : STANDARD FRAME: : o .. _ � i....=* moi.. _ � ...... � ,.,... � � •• o a !% 7k NOTE:FOR WOOD& STEEL HEAD SUBSTRATE USE SIX(6)ANCHORS AT LUC CORNERS A TWELVE(12) NOTE:TWO(2)INSTALLATION ANCHORS ON AT INTERLOCKS. , HEAD AND ONE(1)INSTALLATION ANCHOR ON •x. •o. SILL FOR EACH ANCHOR LOCATION SHOWN. INSTALLATION INSTALLATION ANCHOR ANCHORIJ •-•• Z N ANCHOR LAYOUTS RODUCTIWVISBI7 z v a �s complying% ith the Florida A O ~' V = z 3"TYP 1.50°TYP. 3"TYP 1.50"TYP. Building Codc a „ k3;�TYP. 3°TYP. 41cpir�t iory Dnt0' v IMG : (] 6 TYP. Typ. 6 'TYP. GS�O 9 TYP. 9„TYP. 911 TYP. 9u TYP. 3q- r i 12"TYP. 12"TYP, vliami Dado Product Control SHEET: 2 O F 7 . .. .. . . . .. .. . #14 WOOD SCREW INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS . ... 1/4 GRADE 5 TEK SELECT SCREW CAULK BETWEEN • • • • • •• • INSTALLATION ANCHOR i. CONTINENTAL CONCRETE/MASONRY&2X ; ; : '.: ' : 110. Glass System s WOOD BUCK BY OTHERS ~. : :'• '.�/ /IATN.'F,�fG�DtSTAj '.' 2X WOOD BUCK MIN.20 GA.STEEL BY OTHERS • • ` • STUD BY OTHERS 325 W.74TH RACE . HTA EAH,FL33014 CAULK BETWEEN = MY 1. • •• =:J 3 THREADS MIN.PENETRATION PH:(305)231-1101 FX:(30 5)231-110 3 FIN h 2X A+�F�N.L�Y►BEQMN,+i'� • '• EXTERIOR FINISH OTHERS BEYOND STEEL STUD a O0 WOOD BUCK .. . • . • ... .aIN I ti cn PERIMETER CAULK 1 PERIMETER CAULK 17 +' j 4 1/4 MAX 1/4 MAX. >M 1%BY OTHERS Z SHIM SPACE BY OTHERS 4 SHIM SPACE $ w O C A 3 11 ` 5 a Z a� 4 16 INTERIOR+ °D d 10 INTERIOR a T o m O.A.DOOR O.A.DOOR b N mn a HEIGHT HEIGHT EXTERIOR 5 w f1 °QA - 5 tyj ¢ ui a �� � EXTERIOR 5 b NOTE:ITEM IS CONTINUOUS 4 M THROUGH ENTIRE LENGTH OF N HEAD FRAME SEE GLAZING q N SEE GLAZING DETAIL A a DETAIL A m F7 B VERTICAL SECTION C VERTICAL SECTION cn 3 REINFORCED HEAD RECEPTOR 3 STANDARD HEAD Z 2X WOOD FRAME(SIMILAR ALL SIDES) STEEL STUD(SIMILAR ALL SIDES) C Z SEE GLAZING H Z = DETAIL A 5/16"ITW TAPCON 2 1/2"MIN.EDGE DISTANCEU INSTALLATION ANCHOR CL 40 CAULK BETWEEN V 12 7 CONCRETE/MASONRY A iX t _ W w a 5 WOOD BUCK BY OTHERS a• _<. - •" LY N EXTERIOR 25 INTERIOR 1X WOOD BUCK 11/4"MIN.EMBEDMENT LL 4 8 BY OTHERS ._. CONCRETE/MASONRY BY OTHERSO.A. FE ' DOOR 13 3 PERIMETER CAULK 17 1/4"MAX. Z d HEIGHT BY OTHERS 4 SHIM SPACE 16 15 9 11 PERIMETER CAULK Q 1I4"MAX. 3b 5 INFERIOR r" `' f. ,dKit •a BY OTHERS SHIM SPACE O.A.DOORb ,�.; :, $ A j HEIGHT EXTERIOR 5 EXTERIOR FINISH :•'.a .• :: = - e - SEE GLAZING = .: 11/4 MIN. DETAIL A4 BY OTHERS , EMBEDMENT s2 CONCRETE a. ? BY OTHERS :w PRODUCTREVISED r 1n L Q H 5/16"ITW TAPCON Z 1/2"MIN.EDGE as complying wi111 the Florida p (4 F' s = V Z INSTALLATION ANCHOR VERTICAL SECTION DISTANCE BuildingCodea A p VERTICAL SECTION �� N DWG#: 3 SILL 3 STANDARD HEAD By y CC75009 MASONRY CONCRETE SIMILAR ALL SIDES CONCRETE MASONRY SIMILAR ALL SIDES ( ) 1 ( ) Mi[uni Dade Product Cantro> SHEET: OF . . ... • • • • ••• DOW 795 SEALANT • 00. *0 066 "' CONTINENTAL • • DOW 795 SEALANT•'• • • • • Glass Ss i e m s Y'• • JOINT WIDTH : JOINT WIDTH (MINIMUM 7/16" : "' :': " "' (MINIMUM 7/16" TO MAXIMUM 1-1/4" INTERIOR INTERIOR TO MAXIMUM 1-1/4" 325 W. 74TH SEE GLAZING •• •• ••• •• INTERIOR PH:(305)231-1101 FX:(305)231-1103 DETAIL A ... . • . .. . '- 14 p'. _: 1$ ••• • i '•�i'i ••• ••• $ 18 i gpQ ZM 00 $ 4. COQ { 1 •. } Q ONq�� Om `r' • r ' CONCRETE/ z CMASONRY——".." •_f i �_MASONRY to 1u u BY OTHERS SEE GLAZING •: BY OTHERS co mc w a o j, co DETAIL A mD ¢ 1 4 /a w 6 00 4 _ _ _ _ SEE GLAZING a M a EXTERIOR _ DETAIL A _ EXTERIOR 12 FINISH , SEE GLAZING . . . . . . FINISH Q to LBY OTHERS 1112 DETAIL A SEE GLAZING BY OTHERS a a PERIMETER WEEP 22 19 23 24 SEE GLAZING 25 DETAIL A CAULK EXTERIOR EXTERIOR PERIMETER m BY OTHERS O.A. 21 EXTERIOR DETAIL a O.A.EXTERIOR CAULK 1' BY OTHERS DOOR ---------► y DOOR WIDTH F HORIZONTAL SECTION H HORIZONTAL SECTION E HORIZONTAL SECTIONGDTHORIZONTAL SECTION 4 Z 4 JAMB-CONCRETE/MASONRY 4 INTERLOCK 4 BUTTSTILE 4 JAMB-CONCRETE/MASONRY v H � Lu > o UJLuo Q 0 9/16"O.A.LAMINATED GLASS N CONSISTING OF: NOTES: 1/4"HEAT STRENGTHENED GLASS, LL 1. BACKER ROD DIAMETER EQUALS SEAL 0,090"DUPONT SENTRYGLAS PLUS, WIDTH X 120% EXTERIOR 1/4"HEAT STRENGTHENED GLASS 2. SEALANT DEPTH IS 5/8"(-O",+1/16") Z. FOR SEALANT WIDTH UP TO 1-1/4" 7 GLAZING NOTES: t 3/4' MI' N. INTERIOR 1• DUPONT SENTRYGLAS PLUS INTERLAYER APPROVED y GLASS SITE UNDER SEPARATE NOA&MEETS FBG 2010 REQUIREMENTS. _. ,.- .�. r`_•' � � �^ 2. ALL GLAZING CONFIGURATIONS SHALL COMPLY SILICONE WITH SAFETY GLAZING REQUIREMENTS OUTLINED DOW CORNING 795 (2)SETTING BLOCK IN 2010 FBC SECTION 2406. ` . 1/4"x 3/4"x 4"L.G. NEOPRENE 70-90 DUROMETER SHORE "A"OR EQUAL � � � GLAZING DETAIL A I�Dp�gm�t Florida o z� 1, _ _ � z as BuildingCodo Acceptance No . 09 RL4. xinBata® WG,#: I'Mi � -; CG5009 anlI Dada Product Coniro , SHEET: O F 7 ,� . . ... . . . . ... BILL OF MATERIALS HEAD RECEPTOR ITEM NO. DESCRIPTION PARTS*.9K.J gEg5 ; ;•;AVTtRjAL MANUFACTURER ALUMINUM 6005-T5 • CONTINENTAL TYPICAL WALL THICKNESS--.118" Glass System s1 HEAD RECEPTOR 20Q0_q?. %L&IN3M 1,605-T5 CGS 6.799" 325 W.79i7L PLACE 2 REINFORCING 2000-16 ALUMINUM 6005-T5 CGS HIAI.EAFi,((.33014 33014 ;"; ; ; VS•'f fC PH:(305)231-1101 t7C:(305)231-1103 3 VINYL BULB FP-44J'V 4 FIN-SEAL .370 X .187 ; ; " ; SJETR-4 �1B ULTRAFAB o z M 5 TOP& BOTTOM PANEL STILE 2000-08 ALUMINUM 6005-T5 CGS a F k aaM 6 INTERLOCK PAD P 7509 AFK ULTRAFAB ULTRAFAB z.5oa' o� U 7 GLASS SPACING PLASTICUc $ m 8 THRESHOLD 2000-24 ALUMINUM 6063-T6 CGS REINFORCING 9 SILL 2000-03 ALUMINUM 6005-T5 CGS ALUMINUM 6005-T5 w .5 Q 10 HEAD 2000-01 ALUMINUM 6005-T5 CGS TYPICAL WALL THICKNESS-.18W rir w 00 ¢n 11 HEAD PAD P 10009 AFK ULTRAFAB ULTRAFAB r b.5 M " 12 BOTTOM MOVING PANEL STILE 2000-09 ALUMINUM 6005-T5 CGS z.olo° N 13 WHEEL AR-50A Q o 14 FIN-SEAL.250 X .187 ULTRAFAB ULTRAFAB 15 SILL TRACK 2000-05 ALUMINUM 6005-T5 CGS 5 TOP ,& BOTTOM PANEL STILE z w 16 SCREEN TRACK 2000-15 ALUMINUM 6005-T5 CGS ALUMINUM 6005-T5 Z 17 STANDARD HEAD 2000-02 ALUMINUM 6005-T5 CGS TYPICAL WALL THICKNESS--.075" o u 18 JAMB 2000-04 ALUMINUM 6063-T6 CGS u� U-1 J -—� 1.600 �— �`_ ► 19 LOCK STILE 2000-10 ALUMINUM 6005-T5 CGS O LU o 20 INTERLOCK 2000-11 ALUMINUM 6005-T5 CGS 1.785" a 0 21 LEFT INTERLOCK 2000-17 ALUMINUM 6005-T5 CGS 22 LOCK D-60 C —y-I 1.781" �---• 23 KEEPER KP-50 PT 24 HEAVY ASTRAGAL 2000-14 ALUMINUM 6005-T5 CGS 8 THRESHOLD ALUMINUM 6063-T6 25 FIXED STILE 2000-13 ALUMINUM 6005-T5 CGS , TYPICAL WALL THICKNEsS:.075 26 Q-LON U4332 —►� 2.367" +. RODUCT REVISED ¢ m 4 tN- c cornpiying+sill�the Florida p r., ti S = V Z Building CodeW- -K a v Acceptance NoW&#: 1Ex�iTatec}n DatC�5 O h 4\4iTffi a e Product Contro SHEET: 5 O F 7 • • ••• • • • ••• SILL16 SCREEN TRACK 20 INTERLOCK ALUMINUM 6005-T5 At UMINUM 6005-T5 ALUMINUM 6005-T5 TYPICAL WALL THICKNE55.6.M . . .'. ••. , •• ? CAL WALL THICKNESS .075" TYPICAL WALL THICKNE55:.078" CONTINENTAL �i • a• ••• ,•• ••e G108S Systems4.749 � 2.781" 325 W.74TH PLACE •0.884" HIALEAH,FL 33014 • • • ••0 ,•• 000 1 P)4:(305)231-1101 FX:(305)231-1103 3.254" i s i i �o• i i 2.141" " 'a V m io •w • • • • • ••• •• 1.625 �O tQ.763"IItI 85 HEAb 17 5TANDARb HEAD 21 LEFT INTERLOCK 8 z a ALUMINUM 6005-T5 ALUMINUM 6005-T5 ALUMINUM 6005-T5 tL a < m TYPICAL WALL THICKNE55:.100" TYPICAL WALL THICKNE55:.100" TYPICAL WALL THICKNESS:,078" N Q -�-'1 2 6.000" 4.729" � 4.36U' � 65 a m -� -� 0 � M Cj 2 2.781".250" 1,812" � ti 42 BOTTOM MOVING PANEL STILE 48 JAMB 24 ASTRAGAL Z ALUMINUM 6005-T5 ALUMINUM 6063-T6 ALUMINUM 6005-T5 n TYPICAL WALL THICKNE55:.075" TYPICAL WALL THICKNE55:.075" TYPICAL WALL THICKNESS:.078" O = U --►-� 1.600 2.294" I+ a I o �r Eli w o 3.1702.500" 2.25U' a ca LEL t .= =1 i-- �--- 4.000" --►i -F 1.781 +- �--- 4.544" ---� EEL SILLTRACK LOCK STILE15 FIXEb STILE ALUMINUM 6005-T5 19 ALUMINUM 6005-T5 ZS ALUMINUM 6005-T5 , ::a TYPICAL WALL THICKNE55:.110" TYPICAL WALL THICKNESS:.078" TYPICAL WALL THICKNESS:.b2" i L. pig --� 1.781 0.56111 J� 1.500" � 0.938" `as' 3.500" —►- 1.781" PRODUCPREVISED �-- as complying Mill tiro Florida p r,: = z l3uild6lg Cod V)�g a AcocptE111ce No DWG#: 0.875 pirut3pn pate i� CC 5009 bJianti Dadc Product Conlrcit SHEET: ` OF 7 . u ' . . . "' : CONTINENTAL . . . • . . . • .. . . . . . . . • • • • • •• . • ..• Glass Systems • ••• • •• ••• • 328 W.74TH PLACE HIALEAH,Ft.33014 •• • ° . ••0 :00 •• PH:(308)231-II01 FX.(309)231-1103 1 • ••• • • • • •• • 00 #14 i SMS a U ••° i i ••• i i i • •• O T Z M m 2 � axles c%1� tjy 17 5 co a tj Q 1-4 CJ r • N pi z :1 Q 0 A 10 Lu co A q OL ce M a N N m � #14 x 1°SMS� is Fy� Z Lu 12 O Z 9 9 r^ V H � a 0 1a �/ Lu o #14 x 1°SM co tL i9 Z Q J HEAD RECEPTOR _ STANDARD FRAME rVDOOR PANEL R, HEAD ASSEMBLY ' HEAD&SILL ASSEMBLY7 TOP&BOTTOM CORNERS 9 FRAME CONSTRUCTION FRAME CONSTRUCTION PANEL CONSTRUCTION v aNgg 40 ..•al F [RODUCT REV1$ED N4C 1 mplying%%ith the Florida p 1; � ~' = NZ iing Codc o Q vration DpCG5QOil U de Pro uct Contro' j SHEEP: O . . ... . . . ... : .:• 0 SERIES 7000 LARGE MISSILE NOTES U 37" 37"e ••• IMPACT CASEMENT WINDOWS 1. THIS CASEMENT WINDOW SYSTEM IS DESIGNED AND TESTED TO WINDOW WIDTH : :MfZ01V MIR- COMPLY WITH THE REQUIREMENTS OF THE 2010 (FBC) FLORIDA �, o 29 ��� ;•• ••• .:. '.' MULLED TOGETHER BUILDING CODE AND HIGH VELOCITY HURRICANE ZONE (HVHZ). DLO (1 �. CQ A •• • • •• 2. ALL EXTRUSIONS ARE ALUMINUM 6063-T6 ALLOY. °' •. . a 0 as M • 3. IN ACCORDANCE WITH THE 2010 FBC SEC. 2003.8.4 DISSIMILARw METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH '�. ALUMINUM LUMIN 4 2 UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC Cd � 0 Cd CQ 0 4. REFERENCE TEST REPORT FTL # 4848 0 Cq Q r / / 5. ALL ANCHORS INTO CONCRETE/MASONRY ARE 1/4" TAPCONS BY U' / / / / ITW W/ 1A4" MIN. EMBEDMENT INTO FILLED CONCRETE BLOCK OR C%4 'A' o C / / VP— E BETTER. ANCHOR EMBEDMENT INTO BASE SUBSTRATE SHALL BE U "' o � BEYOND WALL COVERING (STUCCO, TILE, ETC.) MIN. EDGE DISTANCE _ \ \ \ \ 2 Y2" FOR CONCRETE/MASONRY. \ \ J 6. ALL ANCHORS INTO WOOD ARE #14 WOOD SCREWS W/ 1Y" MIN. \ \ to < EMBEDMENT INTO MIN. 2X WOOD BUCK, ANCHOR EMBEDMENT INTO A \ \ ,2 BASE SUBSTRATE SHALL BE BEYOND WALL COVERING (STUCCO, TILE, z \ \ ETC.) MIN. EDGE DISTANCE = 1" FOR WOOD. oo 0 7. INSTALLATION OF 2 X AND 1 X P.T. WOOD BUCKS ATTACHMENT TO E- SUBSTRATE TO BE ENGINEERED SEPARATELY. WOOD BUCKS SHALL BE W In 6" B 1,3"�3"L 1 Z Y2" �" CAPABLE AND ADEQUATE TO TRANSFER LOAD TO THE HOST 5 TYPICAL -�-�k STRUCTURE. v1 W 8. SHIMS SHALL BE MADE FROM MATERIAL CAPABLE OF SUSTAINING U WINDOW ELEVATION APPLICABLE LOADS AT FULL WIDTH OF FRAME PER FBC 2010. 0.090 SENTRYGLAS@ INTERLAYER BY E.I. DUPONT EXTERIOR VI E DENEMOURS & CO., NC. 1/8" THK CHARTS.GLASS SEEMEETS SHEET REQUIREMENTS OR GLAZING DETAIL. E 1300-04 GLASS 11 HEAT 0oo A Design Pressure (P. S. F. STRENGTHENED 10. APPROVED STRUCTURAL SILICONE: ce 1/8" TRK. IM tiCrRENEWED A) 795 DOW CORNING Positive Negative HEAT _ mi co plying,with the Florida Buildi CodeB) SILPRUF SCS 2000 BY GE 90 90 STRENGTHENED Accep No • �3 N 17C) PROGLAZE SSG BY TREMCO A y Im Mi i ade Prodls:e Coutrc G STRUCTURAL GLAZING NOTES: BUILDING DROPS; INC. z " 388 Bt.ST 1rAHItY HMcp BLVD. ¢338 SILICONE u�x1 HRacH. g 1. DUPONT SENTRYGLAS PLUS INTERLAYER APPROVED {B I M:,eavd Date —23 SEE NOTE 10 UNDER SEPARATE NOA & MEETS FBC 2010 °A" B'.'9g'8. Scale N.T.S. GLAZING REQUIREMENTS. Design by o.S. Drawing by RICHARD 2. PER SECTION 2411.3.3.1 OF THE 2010 FBC ALL Checked by M S. GLASS LITES EXCEEDING 36" IN WIDTH SHALL USE 'Y32* OVERALL GLASS THICKNESS MIN. TWO (2) APPROVED SETTING BLOCKS. SETTING ' Drawing No. BLOCKS SHALL BE NEOPRENE WITH A SHORE "A" CG9024 DUROMETER HARDNESS OF 70-90 OR APPROVED HF,RIVIES F. NORtRO, P.E. (Sheet 1 of 5 EQUAL. FL4 PFS §7f1?)8 2 Y" MIN. X" 0 1T TAPC(lNVo" •:• MIN. EMBEDMEN TYP. FILLED CONCRETE U ° Q • i i• ••• _ • fRtED CONCRETE #14 PH WOOD SCREW 1" a. BLOCK OR BETTER m b • 0 8QCK OR BETTER 1 )" MIN.io , i. . • • o PERIMETER o °••0 •0• • EMBEDMENT TYP.• v o SEALANT e 00 moso v o 0 it 000 00• v • • • • • • • • m rn c, CO 0 1 X WOOD �• o 1 SEE NOTE 7 i LO 3 2 X WOOD 4-jx cm 2 SEE NOTE 7 (2) P10 x 1" LG PH-PH SMS S/S LI ASSEMBLY FRAME a-.a °c &VENT ® O a 5 6 11 a N ry z j N O d w PRODUCTNBW£J IEZ O = O p = II Q o as caaisPl3"! w�illa Qe�'dafi& 0 F-+ >- o �- r- — — BuRduaE Code, 0 z o -- W z p Accept mme No -0 92 6.0 0 F- z g Z V) Lij �-- w X — X Z Mfareai ade dint C>zrstial W W W 9 7 AF_ o 10 8 Uk� 1 x WOOD �,a 2 X WOOD 0 s SEE NOTE 7 — SEE NOTE 7 — " N a X 9 ��� - .I 0i _ O. O - d O. Q - L�. O o o BUILDING DROPS, INC. I I IJ d o. age EAW )AM BsncH•Bwn,gage d o 4 e o DANIA eeACH.Fa.j%AQ4 Y" 0 ITW TAPCON 14" d- a PERIMETER .0 4 d 4 d ° d 105 fr zWa Bata 1-23-08 MIN. EMBEDMEN TYP. °. Q. SEALANT o 4 O -- Sash N.T.B. d 2 Y" MINq[ 4 4 0. Design by 0. S. #14 PH WOOD SCREW 1° Drawing by MCHM 1 �" MIN. Checked by 0.S. TYP. INSTALLATION EMBEDMENT TYP. THRU 1X WOOD FILLER FILLET CONCRETE TYP. INSTALLATION Drawing rCGS024 0. AND INTO MASONRY BLOCK OR BETTER INTO 2X WOOD HERME'S F. NO 0, P'E. Sheet 2 of c VIA. PE ga4rrp .• .. . . . .. .. • FILLED CONCRETE • BLOCK OR BETTER : •0• • • . ' "' FILLED CONCRETE U © BLOCK OR BETTER o v °a WOOD BUCK ;;, �,0 •;� .:. '•• INTERIOR ~ _ I SEE NOTE 7 Qa . ° °a .� dr t 0 - v 1 X 060 ... •� 12 13 14 15 WOOD BUCK p a a, M o . • • . . .. ; SEE NOTE 7 ° etl ° Y" ° CO r 7 c�r0 Y4" 0 ITW TAPCON 1)4" MAX. #14 X 1 Y"PH/PH Ya (} o MIN. EMBEDMEN TYP, v°o SMS— SS MAX. Ya" 0 ITW TAPCON 1Y" i ° v IN.'EMBEDMEN TYP. 1 CV o p N ch V p m a O z a U a - Z ° v BED IN CV CONT. ALUM. TUBE CAULKING a O 11 5 11 Y" x1" X2" C 11 4 z PERIMETER O O SEALANT 0 WINDOW WIDTH WNDOW WIDTH FI TYP. INSTALLATION TYP. INSTALLATION m z THRU 1X WOOD FILLER THRU 1X WOOD FILLER AND INTO MASONRY MASONRY OPENING AND INTO MASONRY to W N 2 X EXTERIOR U WOOD BUCK #14 PH WOOD-.SCREW ° SEE NOTE 7 or, 1 )" Me , a T EMBEDMENT'TYP,• ° Y" 0 o MAX. _— A cQ a 2 v a _ D BUILDING DROPS, INC. z - • 308D�Tn DMIA.1 C a D•I= a Z a .(884I MV Nh79 Date 1-23-08 CAN(EB 29376' seal. N.T.S. Deelgn by G.s. TYP. INSTALLATION PRODUCT REPMVM? Drawln8 by MCHMD INTO 2X WOOD as Cora plying wiCh the Florida Cheaked by Buildi%Cod / ° ° WINDOW WIDTH Acceptmce Ido Q 3 E7b$ilr � j� Drawing No. 7 CGS024 MASONRY OPENING �..ottZ- 11RiaHrni I)adt I'ao:ItaBt Control �®RERME3 F. NORERZ(?, P.E. F KA. Pe $73778 Sheet 3 of 5 . . . . . . . . . . . . ... . . . . ... U Item Part Part 0 Number Number Name Remarks P-4 7000-01 1 7000-01 FRAME 6063-T6 AL. W Q-• . . • • ,;, '.' 2 E-101 VINYL BULB GASKET 3 0-225T190 0-LON -�-' 171 Qj o ••• 088.. 4 7000-02 VENT FRAME 6063-T6 AL. >,, 0 co Co ,075 rn •.• :� • 0 5 7000-03 GLAZING BEAD 6063-T6 AL. w M C-4 ..• : ' •• •• 3 6 SCREEN J. Cd N 7 CORNER LOCK 6063-T5 AL., AT FRAME a c W 8 CS-200-K ARM OPERATOR U r-, LO a ., W 9 CORNER LOCK 6063-T5 AL. AT FRAME co co c � 1.758 & VENT x o 2.078 U 10 304 4 BAR HINGE VEN T 11 E-202 VINYL BULB GASKET0 FRAME ® 12 ALUMINUM TUBE 1"x2"x1 8" 6063-T6 AL. 00 a 13 SNUGGERS U 1e 14 CS-200-K KEEPER 7000-03 15 CS-200-H LOCK UNLIMITED 0.125" 37" O � N d z H N p O < • O E, L: ALUMINUM TUBE /i ii ii N /i N ;5In w 5 o GLAZING BEAD N U 6e 4- BAR METAL HINGE 3' 3• 26 Y ARM OPERATOR 0 TOP & BOTTOM 0 L) a .562 • -I n Q C-2 I• V I 0.062" THK. 3• 3, Q ao 0.062" THK. as• o (��/ N LC.. A o `D v NU.DESIGN LOAD CAPACITYZ . BUILDING IDROP5, INC. C9 {SINGLE UNITS ONLY) 391 tat D)MMaenCa Xi'D 1336 Z '� W1 TH HEIGHT PSF DAPGA BFAce.FL=*— iLn °O — 37.00 52.00 90.00 00 �( Z9�y �� a-za-os ALUM. CORNER LOCK U ALUM. CORNER LOCK • 26.50 63.00 9 Drawing by 6ICHAaD Design by G.S. i+t PRODUCT PE-NFWrD as complying want the Florida Checked by G.S. BUildirg ro,,,' O02- A }�car b e Ido Drawing No. 6„ 4— BAR METAL HINGE :ipjiin o 9 .�Q/ CGS024 ® TOP & BOTTOM 7ARM OPERATOR AflaadePrcFs&a^YControl IiERME3 F. NORERO, P.E. Sheet 4 of 5 ar►a. F-t.grrna. ,, .. • . • • • • . . . . • • ff• • • • • ••• U . . • .•. Cl) • • • ., 0.0 000 0 _P 02 •• • • . •• .,• •• c3 c�a . ... f . . . .• •• •• . . • • • •f• •t .+ to � ct$ o ra, 4 o cd CQ CO a� .� o A a. O U (2) #10 x 1" LG PH-PH SMS S/S ASSEMBLY VENT8 X 2 A 7 0 O as w z \ I (2) #10xI" LGPH-PH S \ 4 � ASSEMBLSY FRAME U 8 X2 � U `r O OO O dO CI CV PAODUCT I ENMED A, as complying with the Florida Building Code +� 04 Acceptance No 4 �/• LL o l;api ate ®/� z° .. BUILDING.DROPS, INC. 396 BAST DANIA BEACH.5VD. 0338 1Vlia,ni ode Product Control DANT BMH,FL 33014 (964)399 84.7a Date 1-23-96 CMJ'(IBJ 29L7). Scale N.T.S. FRAME ASSEMBLY VENT ASSEMBLY Drgby RIND Checked by G.S. TYPICAL TYPICAL Drawing No. CGS024 HERMES F. NORt?, P.E. Sheet 5 of rJ 'FfA. Pt, 8 •.• . Z O .t • • • • • • • • •• • • • • • . . 00: 0 . .. SERIES 6000 ROLLING WINDOW LMI 9 • . s 8 -- 146' A w - •.0 so . • • ••• ... ..WINDOW WIDTH N • W NOTES: • . ••• i i •• • 0 0 i•• ••• O 1. THIS ROLLING WINDOW SYSTEM IS DESIGNED AND „ 3219/te66 $ _ 32'je TESTED TO COMPLY WITH THE REQUIREMENTS OF .i HE 2010 (FBC) FLORIDA BUILDING CODE CHAPTER o ce D.L.O. D.L.O. D.L.D.L.O. � " � � 16 AND 24, UNDER THE SPECIFIC CONDITION n� SHOWN ON THIS DRAWING. REF. FTL No. 6787 o M - 2. ALL EXTRUSIONS ARE ALUMINUM, 6005-T5 a ALLOY, WITH A MINIMUM Fy OF 35.000 P.S.I. U.O.N. 16 CAI LOCK CAM LOCK 16 3. LARGE MISSILE IMPACT: INSTALLATION WILL NOT I REQUIRE A HURRICANE PROTECTION SYSTEM. oqq d z to i - i "I o 4. INSTALLATION ANCHORS ARE Y4" ANDe"O I.T.W. H g ; x TAP-CON. 1 Y2" MIN. EMBEDMENT INTO FILLED A a z ' CONCRETE BLOCK OR BETTER. w CONCR NOTE: J"O ANCHORS ARE ONLY ALLOWED WHEN THE SHIM SPACE DOES NOT EXCEED ". cop 5. SHIMS. USE HARD PLASTIC. MULLION 3' 3'3" 23• 3"3' 3'I3'� 13-10-13-13- 23• 3'E3•�3"`3' 2g• 3"I3'�3'I MULLION 6. APPROVED STRUCTURAL SILICONE: 9 - - .r -- SEE DETAIL CORNING SEE DETAIL � � A) 795 DOW COR B) 983 DOW CORNING 0 A 7. PERIMETER SEALANT DOW CORNING 790 TYPICAL WINDON ELEVATION > ?a a - mWW EXTERIOR VIEW � NCQ r O _ ao9O SGP BY Y DUPONT z Date 1-08-12 - %"TNK. scale N.s.s. NEAT STRENGTHENED /s Y4° INK. Design by G.s. Design Load HEAT STRENGTHENED Dtaving by M.Ep Chtcke4 by G Capacity (P. S, F.) STRUCTURAL Drawing No. SILICONE R.W.-8000-L.M.i Positive Negative Peinforcing SEE NOTE 6� Sheet 1 of 7 APPROVED ELEVATION . OVER q0 UP TO 110 110 3/8"xI"X40"L:G MAX. Steel bar (}2 SITTING BLOCK � KELVIN WHITFIELD.P.E q0 q0 None 3/rs•x 34°x 9"LG. ~ 1002 NE 116 ST Allinuved as cw0plytmg wttli rkla f3 Dlenldln Cella Dat e GLAZING r: f � : ETA dtiaoai ndc Iduet Alio! f d* J 4 ATE FLORIDA No-2"•1`40 MECI-jANICAL • • ••• • • • • ••• �j z M O SERIES 6000 ROLLING WINDOW•. .•. ooe •; 00. M • • • • • • • • • 00 :110 w • ••• • • • • •• • y� 4 O IMNDOw WIDTH 1 3213146" S6�/s" ,. a D.L.O. D.L.O. ,• 0 U t O co I k�. 16 CAM LOCK u' ` o _H to1 Lu U]OF ' E f ( 1 AL)U MULLION 3" 3 23' 3'3' 3`3' 3'3' 23' 3'3`T MULLION a a 13'I 13513w 1 --_ , I 1 sEE DETAIL _ �, w SEE DETAIL_.__ �M � aco WINDOW ELEVATION z EXTERIOR VIEW Date 1 -12 Scale N.Y.S. Deelgn by G.& Design Load Drawing by sLEY Checked Capacity (P. S. F< ) Drawing No. R.w.-6000--L.M.I Positive Negative Reinforcing Sheet —2 -f 7 OVER 90 UP TO 110 110 3/8"x i"X40"LG MAX. Steel bar APPROVED EL . '. f N KELVYN -WI&FIELD.P.E 1002 NE 116 ST n °i090 None App(•ovednscoMplyingwith fhe MI .I, 1331 1 f"01'1118 Ptildiaq Code , // Dater • &i. h71aw Dado Product onf(u DATE `L fir... FLORIDA No-24140 MECHA?TICAL .. .. % .. • i t.i I » 0 000 see 966 0 1 00 in CM 00 1y� 14r fl- 1y2" 14G C)---... _._••• :VVppPD'T•• i•• ••• __ WWDWYADTH WWDO'�YWiDTH , 0 w • ••• • • • • •• • 1. t` O Cu LO I id I id N X ® X x0 X X 1 I i 0 I A v � MULUON W a SEE DETAIL l08�e 13z 9083ie ,,y 4Yz' 188Yts Q (Z WWDDW"DTH ------ - --- WWDDWWIDTH WINMYV iDTH a I O d U 8 i In i i11 a.a 1 :9;2 i �M 1 1 Date i-o8-ie 1 Scale N_i.S. 1 14 Design by G.S Drawing by ILEP Checked by 6.S. MULLION Drawing No. SEE DETAIL - Sheet 3 of 7 APPROVED ELEVATION WINDOW CONFIGURATION KELVYN .WHITFIELD.P.E 1002 NE 116 ST EXTERIOR VIEW ili,iatetleRco $ggytittEbe �MI YFLDate 3 16 r"F Merida P�itd(r� C �IOA� A2#aivl l�nde DATE + � z d(I FLORIV No-24140 MECHANICAL . . •••• : •• .. .. 000 .. .• . .. • • ••• • • • • • •• •• • • Q- • • .•• • • ••• M 00 000 z : : 000 0*0 z w • • • : : •.: • : OIHAINI _ .• . . • .�. r Q ! Q w p as Q � • • • • • • • • iL. Q co �— w ••• • • • • •• Qw 0 moo+ �Z e• Lo .'. F CM r 141 LO to C c O • d 'r ° p U v p E- LL- Z 01 p vp LU t: v p a CL � Q ZHI - -x .} p p Date 1-09-12 OL I- .W A ## Scale a p ° •fes NIW ►� _.1-HJ13N MOQDrawing NIM -NIW „�� p Dby S. bq KEY Checked by 0. S. 'C r XYW Z 1109 xvW pz,( p a Drawing No. p/l /! ry �_ R.W.-6000—L.M.I JNINAJO l?JN0G1VW sheet 4 of 7 00• _..__.__. �L APPROVED DETAILS KELVYN WHITFIELD.P.E 1002 NE 116 ST ipprored as co t1 a wtlt� —� H 0 I H A _1__ x � ~ p� � ttb MIAMI, FL 33I Date ,a r AlOA�r nilaul!l3�de i'e0 uet Control , uy, N;`,:x DATE f Z' FLORIDA No-24140 MECHANICAL • • ••• • • • • ••• • ' ' ' •' INTERIOR '� rn see I 'AT CENTER I AT CENTER •a' •. •w • • w •• ••♦ . STEEL BAR PAINTED •• •0: •w gu X I'X40'LG ON Y 20 12 21 13 5 �4% � �4• � q� 1 17 AT 17 16 15 14 4 5 13 12 d 41 � ro 2 4v t` . .� • •• •• 1110 P5F a a 24 22 pr #14' X 3/4' PHS 5 5/5Fd v' s • - v- i-I d. o - - _ ._ __ -. - 0 °. V. UNI 17 v ' C7 Z co . ......._._......_.....w..__.-.__._.u.. '---..._. .....-- ------- -a _.__.._._...._.._.__.....--.._...___.--_-_.__._...._.._..___... ...-__....— .v. V Z1W MAX. con. 1 LONG.AT SILL ONLY ATTACHED TO SILL IY" MAX. m %' MIN. I y.1" -- ' � WITH (2 # 8 X 2 PH—PH SMS 5/5 WINDOW WIDTH I Y2' )Y'8'? MIN. O i op MASONRY OPENING _.._.. ....__-- SEA��AND EXTERIOR SEALANT ER BACKER RDD. BACKER ROD. 0 Q NOTES: y `� ci ci a 13 12 12 13 12 13 5 I. BACKER ROD DIAMETER = SEAL WIDTH X 120% {� #14' X 3/4' #14' X 3/4° PH-SMS S/S 22 2. SEALANT DEPTH IS 5/16" MIN. FOR SEALANT n s PH—SM5 5/5 _ WIDTH UP TO 1.0"I AND z 22 19 18 1/16' MIN. FOR SEALANT WIDTHS OVER 1.0" Date t-os Seats Design by G.S. Checked by G.S. Drawing No. RX-8000-L.M.1 - -"-'-'- Sheet B of 7 APPROVED DETAILS KELVYN `li` rrFIiELD•P.E I n —nl1002 NE 116 ST - _. ap�t«�ect ns eo►iplwng with Ike - - .. ....._.._ Ftvritisi uidtp CD f LA WINDOW WIDTH I Y' WINDOW WIDTH WINDOW WIDTH 1 " WINDOW WIDTH No� � .. — ........._. I �...._-._------ -----•— -- anii adsl9r rt Contra �,,. 20 FLOATING MULLION 20 FLOATING MULLION Ar" ' j`Y t :„ DAT); 'L FLORIDA No-24140 MECHANICAL • • . • • • HEAD SIDE RAIL RAIL GLAZING SILL ADAPTER SILL ANCHOR LOCK JAMB 3-4 z z 0 N • • • • • • • • • •• N 't R • • • • . • • •• . • 1.603 o N 'ni �•• :• �.� ••• • 2.543. .�I 1.642 V) i4 04 • • • • • • • o 2.748 1 -' ., ': ': : : :•: : � 85000-12 a 00 L 3 6000--05 s 5000-0 7 6000-0� 2.s�8 M 6000-02 0 0 8 0 m ITEM EM PART 12 �pt/�t1-0� a PART NAME REMARKS MATERIA 2.74s 00 0 # # Q 6000-0I i 6000^02 HEAD FRAME 6005-T5 2 FIN-SEAL .25.0 x .181 ULTRAFAB LOCK VENT MEETING RAIL o R N 3 6000-05 SIDE RAIL VENT 6005-T5 2093 TOP VENT 0 1.355 �+C 4 GLASS SPACING PROTOTYPE PLASTIC EXTRUSION 5 5000-08 GLAZING BEAD VENT W Ate` o w �— � � Oe ` .075 ca 6 WHEEL DNS coo M N Z 7 6000-04 SILL ADAPTER FRAME 6005-T5 N g 6000-01 SILL FRAME 6005-T5 L q q WATER WEEP DNS I 1' �5� �� 13 5000-0� 0�5'0* 00-04 15 5000--05 � ,.291 10 BAFFLE I x I x 2 FRANK LOWS 11 5000-12 ANCHOR 6005-T5 CLIP JAMB > -� 12 6000-03 LOCK JAMB FRAME 6005-T5 MULLION .946 , 2.843 S 0 13 5000-06 LOCK VENT VENT 1= 0.055 IN 6005-T5 75 z 14 5000-04 MEETING RAIL FRAME 1- 0.185 IN`s 6005-T5 1� ti � Date 9.18.07 ,QQQ Scale Y.P.S. 15 5000-05 TOP VENT VENT I= O.IIq 1N 4 6005-T5r Design by G. S. DravIng by I RICHARD Iro SL-0I CAN LOCK DNS (1) PER VENT. Checked by G. S. p 0 5 Drawing No. 17 6000-06 CLIP t REINFORCING 6005-T5 N 97 6D00--06 18 " �0^�5 RX-6000-L.M.I 18 5000-15 JAMB FRAMEM Sheet 7 of 7 1= 0.5g3 IN 6005-T5 APPROVED EXTRUSIONS & PARTS I q 5000-16 JAMB COVER JAMB COVER KELVYN WHITVIELD.P.E 1= 2.473 I 6005-T5 -�` APP►•oved its comptyfng jvlth:tsc 1002 NE 116 20 5000-14 MULLION 1.875 _ Dated n,glna.. lid A I, } 3 rro. 21 FIN-SEAL .400 x .157 ULTRAFAB 1Vtfn,�1 de Fro uetContrai ' 22 E406 VINYL BULB PROTOTYPE EXTRUSION20 5000--I4 �13 t 23 ,�9 DATE 5000_ 1(, FLORIDA No--24140 24 NONE 3i8"Xlli STEEL BAR 40" LONG. MAX. LOOSE A-36 � MECHANICAL i • • ••• • • • • • • ••• • • • . . . . ... . . . z • ••• M � 4 .r • Is • • • ••" ' '•: • ' INTERIER hA : 0,8' M• •• •:• '•' (1) AT CENTER (1) AT CENTER w 5 0 TAP—CON •• • •• •. •• ti 5 � ��°4� TAP—CON 11" MIN. :•: : : : : •• STEEL BAR PAINTED „ z : :' • LOOSE %a" X I" ONLY AT I Y MIN. s EMBEDMENT TYP. 11 12 13 5 4 14 15 16 17 24 +110 PSF 17 16 15 14 4 5 13 12 11 EMBEDMENT TYP. � � `� m ns 3 � N +' o � M 2 riAx y�•rrAx tw y�HIM. y�mm. r0 v _.. ........ .... - o y vat 51 -111%lav %a - tel/ �6~{ i� — caM ra 8. 9 .v...a - n� I J'LONG.AT SILL ONLY ATTACHED TO .. SILL WITH (2 #t S X 2 PH—PH SMS S/S WINDOW WIDTH y's c a a e - - - --... -- _._.... ._.10 0 PERIMETER SEALANT 4 )14` HIM. PERIMETER BACKER ROD TYPICAL MASONRY OPENING SEALANT � w A N W N 1 Y A O 5/1600 TAP—CON I Yz" MIN. #14' X 3/4" PH—SMS S/S LL z V mAx EMBEDMENT TYP. Date 1-09--12 Scale -- Y � loan MIN. 19 18 3/6'MIN. Design by 0. S. 1 9 18 Drawing by MAP 4.d 4.d Checked by G. S. :d •.e. e '/ :d - •• a. d: Draivin$ NO. J _ - • .: _ ,K` - .: Tt.W.-8000—L.1�4.I ° a• a° ter• / d d• a° Sheet 6 of 7 APPROVED DETAILS � . d °_ a KELVYN WHITFIEL-D.P.E 4d 1002 NE 116 ST 4 '4. Q•• ..Q .. d••. ., ;��pproti'ectasca�lptyfagwttbth� M M FL _ 31 .1 ? PERIMETER SEALANT oats 94i -F Gd` uu ♦♦ff T Q 4.O a d-d 4 �3.NWE AJ Pf met Control WINDOW WIDTH :•4 AT WINDOW WIDTH P RIMETER SEALANT 2Q DATEFLOATING MULLION :' FLORI A No--24140 MECHAkICAL