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WS-17-769 ft gcz f Pertnit - -�17-769 Miami Shores Village I _ PWYE! Tom: 1d 4w 11#t .. 10050 N.E.2nd Avenue NE r 0111 tion.Mr+dowiDaofi, Iacenit .... Miami Shores,FL 33138-0000I P r. _ e ,. Permit status:APPROVE6. Phone: (305)795-2204 Ni" Expiration: 09/26/2017 � � ��Jls#u>�dat�a�:�#3>tf101'� Ex ip� Project Address Parcel Number Applicant 790 NE 91 Street Number: 4 1132060390040 Miami Shores, FL Block: Lot: MARILYN A BASS i Owner Information Address Phone Cell LMARILYN A BASS 790 NE 91 Street (305)762-7505 MIAMI SHORES FL 33138- 790 NE 91 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,322.37 THE COMPANIES OF R&S INC 305-256-6666 Total Sq Feet: 27 i. Type of Work:INSTALLING 5 WINDOWS AND 9 IMPACT W Available Inspections: No of Openings:14 Inspection Type: Additional Info:INSTALLING 5 WINDOWS AND 9 IMPACT W Window Door Attachment Classification:Residential Final Scanning:3 Review Building 1 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-3-17-63396 DBPR Fee $3.60 03/30/2017 Check#:2358 $211.00 $50.00 DCA Fee $3.60 Education Surcharge $0.60 03/21/2017 Check*2352 $50.00 $0.00 Permit Fee $240.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $261.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compli ince with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the prol er authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes I understand that separate permits are required for ELECTRWutore, G,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL wor(. OWNERS AFFIDAVIall the foregoing information is accurate and that all work will be done in com)fiance with all applicable laws regulating construction and zoniI authorize the above-named contractor to do the work stated. Mar:h 30, 2017 Authorized7pairtment e:Owner / Applicant / Contractor / Agent Date Building D Copy March 30,2017 1 Miami Shores Village Building Department Miami Shores,Florida 33138 i 10050 N.E.Znd Avenue, ( � Tel:(305)795-2204 Fax:(305)756-8972 j INSPECTION LINE PHONE NUMBER:(305)762-4949 "\ `F6BC 20 1--1 BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. 11 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL O PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: -1% ME q 1 ST UNVT:9 City: Miami Shores County: Miami Dade Zip: :?blba Folio/Parcel#: 11-3Z.Q(D-03C1 -004 Q Is the Building Historically Designated:Yes NO Occupancy Type:Qf2Q6 Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Mnr'ik'IY1 BASS Phone#: ?% 677 PZ-7505 Address: -190 tArn 91 S1 �N a : � city: micim; State: MIoWi� 'ht de Zip: 3b 12)9 Tenant/Lessee Name: Phone#: Email: Mar%14n6qs% !R bellso_)An-�ne,� CONTRACTOR:Company Name: V-4 c brin0 yw-p's Phone#: �-3•2)6(.#-lQ &La Address: I(11F_) SW 124 _R rr City: State: FL WD: 23Z)1-7%.a Qualifier Name: ®hh T . rte.t - Phone#: 612bto•kmo�o Lo State Certification or Registration#: C.GCO1ln"15Q Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: ^ Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New N] Repair/Replace ❑ Demolition Description of Work: 1Yl S -4 bX'_>oa e- MPO �' Specify color of color th�hru tile: Submittal Fee$ IJ Permit Fee$ �"l CCF$ -`,�® CO/CC$ Scanning Fee$ 01 Radon Fee$ �O DBPR$ Notary$ Technology Fee$ l.t Training/Education Fee$ _ (00 Double Fee$ Structural Reviews$ Bond$ tt TOTAL FEE NOW DUE$ �1 R (Revised02/24/2014) Bonging 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 1 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 Signature OW R or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this Th foregoi instrument was acknowledged b o e me this 4' day of Mck n!h ,20 I'1 ,by q day of M4r dJ n '2 l"1 .by ri�c ttn $ass ,whois personallyknown to Sa1^n "T ]: .c ..r .who is personally known to me or who has produced as TniDor who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: c 0 Sign: Print: 42 2 Print: Seal: ,`t'�`"' MARIA J MARTINEZ Seal: MARIA J MARTINIEZ "= MY COMMISSION#GG027643 �`tv,L o; :a? Ti ' EXPIRES September 07.2020 '� MY COMMISSION#GG027643 INn � EXPIRES September 07.2020 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami s Village y Building Department •� 10050 N.E.2nd Avenue Miami Shores,Florida 33139 Tel:(305)795.2204 Fax:(305)755.9972 Inspection requirements for: Windows, Doors,Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: .%;d jol� �a ahfier/Owner Sign re bate Print Name CONTRACT# o Date: 02/21/17 • Since 1954 Delivery is included on this contract 8715 SW 129th Terrace,Miami FL 33176 PH:305-256-66661 FAX:305-256-6700 E-mail: mpress@rscompanies.com Billing Name: Marilyn Bass Attn: Marilyn Billing Address: 790 NE 91st Street Fill Home: City: Miami Shores, Fl. Zip: Office: Job Name: same as above Cell: 305-762-7505 Job Address: Fax: City: Zip: E-mail: marilynbass@bellsouth.net ALLWINDOWS&DOORS ARE VIEWED FROM THE OUTSiDEf $ Fbmish&install Windows w/White Frames Clear Glass. $ - Subject to revision with changes or corrections. $ Stu-cco-Patch,Drywall Patch,NEW BUCK INCLUDED. $ - Permitting,engineering &applicablefees are to be charged at cost upon receipt,plus $ - $250.00 Sub Total: $ 4,595.92 c ' Includes removal of bars.Replacement of one in front Initial Deposit: 50% $ 2,297.96 Paint not included. Product At R&S: 40% $ 1,838.37 —Credit card conveinence fee of 3%added for credit card payments— Final Payment: 10% $ 459 59 All custom,made to order products are non cancelable,non returnable and non refundable once order is placed. O STUCCO,DRYWALL,PAINTING,ELECTRICAL WORK OR WINDOW CLEANING IS INCLUDED IN THIS CONTRACT THE COMPANIES OF R&S Inc.Is not responsible for damage to walls,floors,sills,window treatments or alarm systems caused by the removal of windows,doors or shutters.Now construction jobs perimeter caulking Is done by Others. Heat strengthened laminated glass may show signs of waviness. •R&S is not responsible for damaged goods in deliveries unless noted in writing upon delivery by purchaser or agent. •In the event that the amount stated herein shown is not paid when due,interest at the highest legal rate per annum shall accumulate on the total amount remaining due. All costs of collection shall be paid by the customer including reasonable attorney's fees. •Title to materials delivered and/or installed pursuant to the order shall remain In the name of THE COMPANIES OF R&S Inc.until same is paid in full,and the purchaser waives all right to homestead and other exemption under state law applicable. 'Finish color is NOT an exact match.(Finish color is as similar as possible.) •THE COMPANIES OF R&S Inc.shall not be responsible for delay in delivery resulting from stokes,labor difficulties,fire or other casualty,or any causes whatsoever beyond irs control. •Concealed issues,damage or rotten wood is not the responsibility of R&S unless detailed in this contract.R&S assumes it is installing into a structurally sound opening any requirements by building department,Including but not limited to new bucks and poured cells are not included and at extra charge. •R&S will not be liable for any engineering cost that may be incurred for any reason. •The use of these products may not be in compliance with your local building codes. Correct usage of this product to be determined by an architect or engineer. Check with your local building official for final usage. •WARRANTIES: THE COMPANIES OF R&S Inc.warranties their labor for one(1)year. Our manufactures supply their own warranties. • Customer has received all warranty and maintenance information for the above products. 'WARRANTIES"DO NOT BECOME ACTIVE UNTIL FULL PAYMENT HAS BEEN MADE.Final payment can not be withheld due to Incomplete warranty work. • IT IS THE RESPONSIBILITY OF THE HOMEOWNEWCONTRACTOR TO PROVIDE ACCESS TO THE PROPERTY FOR ALL INSPECITiONS AND MUST BE AVAILABLE FOR PERMIT INSPECTIONS AT THE JOBSITE •Contract price does not include installation,permit fees,or delivery unless stated herein. •Balance for materials will be due within 10 working days upon their arivai at THE COMPANIES OF R&S Inc. Any materials not paid for and delivered within that time frame are subject to a weekly storage fee of 10%of the contract value or$100.00 per week whichever is greater. •This is the whole contractl No verbal discussions nor alleged or assumed salesman's promises will be honored unless stated herein. •Acceptance of this contract subject to review and approval by an officer of THE COMPANIES OF R&S Inc. Purchaser's Signature: ms! d;vyw Salesperson: PLEASE READ BEFORE SIGNING Accepting Officer of R&S Inc. 2/21/2017 10:43 AM 1 Bass_Residence_Coversheet_2212017 8715 SW 129th Terrace, Miami FL 33176 PH: 305-256-6666/FAX: 305-256-6700 • M P - Contract # Since 1954 Payment may be available from the Florida Homeowners'construction recovery fund if you lose money on a project performed under contract,where the loss results from specified violations of Florida Law by a licensed contractor.For information about the recovery fund and filing a claim, contact the Florida Construction Industry Licensing Board at the following telephone number and address: Florida Homeowners'Construction Recovery Fund 1940 N.Monroe Street,Suite 60 Tallahassee,FI 32399-1030 850487-1395(DBPR) Direct Line 850-921-6593 "ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES,)THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID-IN-FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY.THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR FAILSTO PAY SUBCONTRACTORS OR MATERIALSUPPLIERS OR NEGLECTS TO MAKE OTHER LEGALLY REQUIRED PAYMENTS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. THIS MEANS IF A LIEN IS FILED AGAINST YOUR PROPERTY, IT COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR MAY HAVE FAILED TO PAY. FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT WHENEVER A SPECIFIC PROBLEM ARISES,YOU CONSULT AN ATTORNEY. Chapter 558, Florida statutes contains important requirements you must follow before you may bring any legal action for an alleged construction defect in your home.Sixty days before you bring any legal action,you must deliver to the other party to this contract a written notice referring to Chapter 558 of any construction conditions you alleged construction defects and provide such person the opportunity to inspect the alleged construction defects and to consider making an offer to repair or pay for the alleged construction defects.You are not obligated to accept any offer which may be made.There are strict dealines and procedures under this Florida Law which must be met and followed to protect your interests. X X / Date Cust mer Signature PLEASE READ BEFORE SIGNING 2/21/2017 10:43 AM 2 Bass_Residence_Coversheet 2212017 CONTRACT# Lr\ Salesperson: Michael Press County: Miami-Dade Since 1954 Delivery is included on this contract rw rw Quote 8715 SW 129th Terrace,Miami Fl-33176 PHONE:305-256-6666/FAX:305-256-6700 Email: mpress@rscompanies.com C Contract BILLING NAME: Marilyn Bass ATTN: Marilyn BILLING ADDRESS: 790 NE 91st Street HOME: CITY: Miami Shores, FI. ZIP: OFFICE: JOB NAME: same as above CELL: 305-762-7505 JOB ADDRESS: FAX: CITY: ZIP: E-MAIL: marihMbass belisouth.net MANUFACTURER: CGI Sentinel Windows& Doors GRILLES: no FRAME COLOR: White SCREEN: where applicable GLASS TYPE: Clear Glass ann/ann JAMB: MARK QTY HAND SIZE/DESC.(Sizes Width x Height) 1 1 CGI Package of CGI Sentinel Impact Windows&Dum& White Frames w/Clear Glass ann/ann I authorize THE COMPANIES of R&S Inc.to place and order for the units as quoted. This proposal may be withdrawn by Sof Z1& Inc. if not accepted within 30 days. CUS MER SIGNATU E Including Material,Labor&Taxes: $4,595.92 2/23/2017 2 Bass_Residence_Page2_2212017 impact.tcesoor.s wM,em►,FL 33172 DETAILED CUSTOMER PROPOSAL W111E�Q1NS&Door �.�,�aowa.com Quote Number: 295483 0 • • • . , ow Job:Address' Quote Name: Bass Residence R&S Incorporated Project Name: Bass Residence 8715 SW 129th Terrace Saved Date: 2/21/2017 11:50:59 AM Miami,FL 33176 Sales Person: Michael Press P:(305)256-6666 F: (305)256-6700 P: F: s . •.. 100-1 1 Series 120 2 Panel Horizontal Roller 7�4"-X 38.37"5" W 1 .+65/-65 74"x 38.375" DP+=65,DP-=65,NOA#= 15-092913 U-Factor= 1.03,SHGC=0.57,VT=0.64,CR= 16 Frame Type=Flange Frame,Glazing Bead=Square Bead,Handing=OX Aluminum Finish-White ESP Glass Make-Up=5/16"Lami(Ann/Ann) i Glass Color=Clear,Textured Glass-None Screen Option=With Screen Hardware Finish=White,Sweep Locks?=No 200-1 1 Series 110 Single Hung 37 X 26" 'W4 +75/-75 37"x 26" z Hardware Finish=White,Sweep Locks?=No,Number of Locks=2 Screen Option=With Screen Glass Make-Up=-5 J 16"Lami(Ann/Ann) Glass Color=Clear,White Interlayer m X-es,Textured Glass=None Frame Type=Flange Frame,Glazing Bead=Square Bead U-Factor= 1.04,SHGC=0.45,VT=0.36,CR= 15 DP+=75,DP-=75,NOA#= 15-051210 ' Aluminum Finish=White ESP Quoted by: Michael Press Pages: 1 of 3 Print Date: 2/23/20171:16:05 PM .. . . • _ 300-1 2 Series 110 Single Hung 37"X 38.375" W2,3 +75/-75 37"x 38.375" Hardware Finish—White,Sweep Locks?=No,Number of Locks=2 Screen Option=With Screen Glass Make-Up=5/-16"Lami(Ann/Ann) Glass Color=Clear,Textured Glass=None Frame Type=Flange Frame,Glazing Bead=Square Bead U-Factor= 1.04,SHGC=0.59,VT=0.66,CR= 15 DP+=75,DP-=75,NOA#= 15-051210 Aluminum Finish=White ESP Line Qty .. DesignPressure 400-1 1 Series 120 2 Panel Horizontal Roller 79 X 50.625" W5 +65/-65 74"x 50.625" DP+=65,DP-=65,NOA#= 15-092913 U-Factor- 1.03,SHGC=0.57,VT=0.64,CR= 16 Frame Type=Flange Frame,Glazing Bead=Square Bead,Handing=OX Aluminum Finish=White ESP Glass Make-Up=5/16"Lami(Ann/Ann) Glass Color=Clear-j Textured Glass=None Screen Option=With Screen Hardware Finish=White,Sweep Locks?=No Quoted by: Michael Press Pages: 2 of 3 Print Date: 2/23/2017 1:16:05 PM Disclaimer: CUSTOMER PRICE Extended: $2,170.44 Labor: $0.00 Freight: $0.00 Tax: $151.93 TOTAL: $2,322.37 Quoted by: Michael Press Pages: 3 of 3 Print Date: 2/23/2017 1:16:05 PM MIAMI-DARE 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.miamidade.gov/economy 'CGI Windows&,'Doors 10100 NW 25th Street Miami,FL 33172 0000 SCOPE: 0 . 0000 000000 This NOA is being issued under the applicable rules and regulations governingthe use of construction' materials. The documentation submitted has been reviewed and accepted by MiVn -Dade 06mity R5R•-:- Product Control Section to be used in Miami Dade County and other areas whafe'alibwed by tate Auth�".; GoofHaving Jurisdiction(AHJ). :0 This NOA shall not be valid after the expiration date stated below. The Miami-I�Z .ount&Oct Coitiil:- Section (In Miami Dade County) and/or the AHJ(in areas other than Miami DaW C&nty)149&Ub the rjgU.. to have this product or material tested for quality assurance purposes. If tbis•prvd#ct or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing a44 j1tbp.AHJ rnm••• immediately revoke, modify, or suspend the use of such product or material w4hit;I eir jutisdiction. ZFA.; reserves the right to revoke this acceptance, if it is determined by Miami-Dade County rrodue t 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. DES— YPTIf1N Series"Sentinel 110''Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:-,arge gnd Small Missile Impact Resistant, LABELING: Each unit shall'bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0915.06 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. NPATIO.15-0512.10 MIAMMADE COUNTY Expiration Date:,Septeuklnr 27,2020 Approyal Dim August 06 2015 Page I CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision C dated 04/10/15,}prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,;P.4r-• •*000 • ••••;• B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading pe.*FBC TAN 202-94.... 2)Large Missile Impact Test per FBC,TAS?.11kL-94 : •..• ..... 3) Cyclic Wind Pressure Loading per FBC,-RF O g03-9.4 ..; •• ••• along with marked-up drawings and installation diagram of Ys(!rles 7500 PVC fix(?d..:. window,to qualify DuPont"Butacite"PVB interlayer,Durisea44 and�upex Space:. insulating glass spacer,prepared by Certified Test Laboratociesj.Test PM118H No. ;•• �; CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C.Patel;P.t�. • 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont`Butacite"PVB interlayer,DurasealO and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15, signed and sealed by Ramesh C.Patel, P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal@ and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 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,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory,LLC,Test Report No.HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) Manuel P'Pril P.B. Product Contra E miner NOA No.15-0512.10 Expiration Date: September 22,2020 • Approval Date: August 06 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51" Edition (2014),dated 09/08/14,prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. see* (Submitted under previous NOA No.14-0915.06) • ...... 2. Glazing complies with ASTM E1300-09 ' ••••.• •• •V •••••• • D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resowrees(RERJ.'. ' .... .. ..... . . E. MATERIAL CERTIFICATIONS •••.•• •`•• .. .. . ...... 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Anariea,Inc.for their "SentryGlas® (Clear and White) Glass Interlayers"dated 0e/25/15,FaK�ig orr•••.• 07/04/18. • •••••• 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Ine.`1'orkeir ` "Butacite®PVB Glass InterIayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 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-51h Edition(2014),and of no financial interest,dated 08/26/14,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.; (Submitted under- revr us.N6AN0.144915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10,issued by Hurricane Test Laboratory,LLC,dated February 03,2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014, issued by RER,Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110"Aluminum Single Hung Window-.L.M.I. approved on 02/05/15 and expiring on 09/22/20. �O/7,44,U 01 Manuel P ez, M .E. Product Control xa finer NOA No.15- 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-2 MIAMI-DADE MIAMI—DADE COUNTY,FLORIDA m PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows&Doors 10100 NW 25 Street Miami,Fl.33172 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 byt 4kuthority Having Jurisdiction(AHJ). 0000 96 06" This NOA shall not be valid after the expiration date stated below. The Miami-Bade (�ouKtl; Product'. Control Section In Miami-Dade County)and/or the AHJ in areas other than ••� i-• ade Co reset e• • ( t3`} (� �01�� u�rty} `v the right to have this product or material tested for quality assurance purposes. 19this product or matetm**: fails to perform in the accepted manner,the manufacturer will incur the expense bfsuch testifrg and the ArI•IJ•. may immediately revoke, modify, or suspend the use of such product or materfel.•within t1v1j 144sdictilm••• RER reserves the right to revoke this acceptance, if it is determined by Miami-DIde'County Product ConttbY':' Section that this product or material fails to meet the requirements of the applicable binding code. • This product is approved as described herein, and has been designed to comply wit the Fletitl'a•Buily Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 120"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.' MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LIlVIITATIONS: 1.Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per FBC requirements. 2.The Day Lite Opening's(D.L.O.)of maximum 491/8' inch(Width)by maximum 553/4-inch(Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNMATION 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. 15-0512.05 and consists of this page 1 and evidence pages E-1,E-2 and E 3, as well as approval documentimentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MIAMMADE COUNTY NIIA No.1"029.13, Expiration Bate September 22,2020 Ap wa l Date: ?4ay 19,2016 Pagel CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. . DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and I5-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and se*4by Javad Ahmad P.E. . .06 . B. TESTS 666:66 0 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 201-94... .. . :"": 2) Uniform Static Air Pressure Test,Loading VmPBC,k&9.102--94•:•- 3) Water Resistance Test,per FBC,TAS 202'94': :..O:o 00000 4) Large Missile Impact Test,per FBC,TAQX 94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 0 0.0:. 0000.. 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202 Qq4 :....: along with marked-up drawings and installation diagram X a series Ventinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacers insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series project out window, to qualify DuPont`Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 I✓-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series aluminum fixed window,to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Supw Spacer® insulating glass spacer, prepared by Certified Test Laboj:atoliqs, Test•*eport Ner:- CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patar .S. ff 000.00 i.R0. 0.000. (Submitted under previous NOA No. 15-0512.05) 000000 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94---. :•• •• %••'• 2) Uniform Static Air Pressure Test,Loading'ptt FBC,TAS 202-94:••. 3) Water Resistance Test,per FBC,TAS 20;�;K; ••• ;;;;;• 4) Small Missile Impact-Test,per FBC,TAS.201-.94 ." 5) Cyclic Wind Pressure Loading,per FBC,•TAs0-203--t}•.; •• • 6) Forced Entry Test,FBC 24113.2.1,TA9202'84 ' along with marked-up drawings and installation diagram of •a scries•.�entinel" • aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition (2014), prepared by Al--Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E--2 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS .... 1. Statement letter of conformance, of complying with FBC 5tb*Edkion(2'{►l4}Ed of zea.. financial interest,.dated 08/1.7/1.5,_issued by Al-Farooq Coipd tieh,sig c apd sealed: by Javad Ahmad,/ :E, ...:.. . 2. Laboratory compliance letters for Test Report No. CTLA-.IWW, dated.07/07%t 5'•: issued by Certified Test Laboratories, signed and sealed by Aamaslr C. Patel;1 .E. ••;•. 3. Testing Proposal issued by the Product Control Section, dff1ktr1J4/0i0J5,WgneCrby.• Jaime Gascon,P. E., Section Supervisor. . .... 0 .- 4. Laboratory compliance letters for Test Reports No.'s UTIA--3056 WA, dated:. 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3035 VX, dated 04/16/15;411 issued by Certified Test Laboratories, all signed and sealed by kamesh Crate/,PIK (Submitter)under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P. E., Section Supervisor. (Submitted under previous NDA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitter)under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-3 u; WINDOW SCHEDULE SCOPE OF WORK: CALC.WIND PRODUCT WATER WINDOW REPLACEMENT CONSISTING OF: 0 GLASS EFFECTIVE + PRESSURE PRESSURE NOTICE OF MARK DESCRIPTION THICKNESS/ TINT FRAME PANEL WIDTH X MANUF./ AREA ZONE GCp( ) INFILTRATION APPROVAL a COLOR STYLE HEIGHT MODEL# GCp(-) REQUIREMENT CAPACITY REQUIREMENT 5 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS NO. TYPE (SQ.FT.) (P.S.F.) (P.S.F.) (N.O.A.) N Lu W1 ALUMINUM WINDOW-IMPACT RESISTANTORIZONTAL 5/16(TYPE"A I) CLEAR WHITE XO 74"x 38 CGI DOORS"0WS 120"& 9.9 END(5) -1.40 -59.7 -65 YES 15-0929.13 0 ALUMINUM SINGLE HUNG 5/16 LAM] O CGI WINDOWS& +1.00 GENERAL NOTES: W4 CLEAR WHITE 3T'x 26" 3.3 INT(4) +44.5 +75 YES 15-0512.10 w WINDOW-IMPACT RESISTANT (TYPE"A") X DOORS"110" -1.10 -48.3 -75 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA ALUMINUM SINGLE HUNG 5/16 LAM[ O 3 CGI WINDOWS& +1.00 +44.5 +75 BUILDING CODE 5TH EDITION(2014)AND THE ASCE 7-10 WIND CODE. ® WINDOW-IMPACT RESISTANT (TYPE"A") CLEAR WHITE X 3T'x 38 DOORS"110" .3 END(5) -1.40 -59.7 -75 YES 15 0512.10 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS z ALUMINUM SINGLE HUNG 5/16 LAMI O CGI WINDOWS& +1.00 +44.5 +75 PRIOR TO INSTALLATION. O WINDOW-IMPACT RESISTANT (TYPE"A") CLEAR WHITE X 3T'x 38 DOORS"110" 3.3 INT(4) -1.10 -0YES 15 0512.10 8.3 -75 -^ -L� = 3. WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN Engineer: ALUMINUM HORIZONTAL ROLLER 5/16 LAM] CGI WINDOWS& +1.00 +44.5 +6,.- Y S 15 J .;3 STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO WS CLEAR WHITE XO 74"x 50 6.5 INT(4) WINDOW-IMPACT RESISTANT (TYPE"A") DOORS"120" -1.10 -48.3 -6� PRODUCT CONTROLS. APT.#4a , . 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A.DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT.ALL OTHER e,rOPENINGS ARE NOT PART OF THIS PERMIT. S U A R E Z 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E.BEAMS, ENGINEERS QS VI 8 2 THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN COLUMNS,FRAMING,ETC.)SHALL BE DESIGNED BY OTHERS TO WITHSTAND 12020 SW 70th Ct 9 Miami,FL 33156 � W4 W3 00 786-547-9401 CA 29429 PERFORMED TO VERIFY THEIR ADEQUACY. •• LA Z APPROVED BY DINE _ 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MJN. CLFiAR • • 0000 0000•• HEIGHT REQUIRED ISL :24",AND A MIN CLEAR OPENING OF 5.7 SQ.F•f•(�U Sp. • • • ZONING DEPT FT FOR GROUND FLOOR)SILL HEIGHT NOT TO EXCEED 44"ABOVE+�INIS H ED ••0 0 •• BATH KITCHEN BEDROOM FLOOR. :00 000000 to •••••• • • • IT tie I LU W1WIND LOAD CALCULATIONS ••" •Z• • SITE PLAN SUBJFCTTOCOtill'; IANCEWITH ALL FEDERAL w 0.00 CODE:ASCE 7-10"COMPONENTS AND CLADDING"METHOD 2 •• SCALE: 1 50' •• • • •• • "= i •• •' STATE 11N1�COt1MY MULES AND REGULATIONS W ,,�'c�3';� N I - WIND VELOCITY= 175 MPH - •• • V O U EXPOSURE CATEGORY= C • •� BUILDING CATEGORY= II - • •• •••J•a �-• PT BUILDING CLASSIFICATION= ENCLOSED D- < • • IMPORTANCE FACTOR(1)= N/A •••• •• L L7 NOT PART WIND DIRECTIONALITY FACTOR(Kd)= 0.85 • Z HEIGHT OF HILL OR ENTRAPMENT(H)= N/A � t'n OF PERMIT NOT PART OFC:) Cf) Cn TOPOGRAPHIC FACTOR(Kzt)= 1.00 PERMIT U STORAGE MEAN ROOF HEIGHT(h)= 25 FT O ti NOT PART OF ca PERMIT DINING LIVI G VELOCITY PRESSURE ROOM _-_ - _ _ EXPOSURE COEFFICIENT(Kh)= 0.94 Z PRODUCT OF INTERNAL PRESSURE ih�G- ��5� COEFFICIENT AND GUST ®® nY`�I '✓•`` EFFECT FACTOR(GCpi) ±0.18 NOT PART OF v/ PRODUCT OF EXTERNAL PRESSURE PERMIT �' �� COEFFICIENT AND GUST i EFFECT FACTOR(GCp) (NOTE 1) WS O BUILDING"W'AT NARROWEST DIMENSION= 30'-V' W5 NOT PART OF NOT PAR PERMIT CORNER DISTANCE FOR ZONE 5(a)= T-0" SOUTH ELEVATION (FRONT) FLOOR PLAN PERMIT (MIN.OF LE OFTHE NARROWEST DIM.WE0 DIM BUT NOT LESS THAN 4%OF THE NARROWEST DIM.OR 3 FT.) 4) SCALE: 1/8"= V-0" SCALE: 1/8"= V-0" a ARDOA. AREZ E. N 0.4 X 15'-O"=6'-0" LICENSE 0.04 X 30'-0"=V-3" ® ® ® ®® VELOCITY PRESSURE EVALUATED AT HEIGHT z=h(qh) NOT PART OF qh=.00256(Kh)(Kzt)(Kd)(VA2) NOT PART OF qh=.00256(0.94)(1)(0.85)(175A2) NOT PART OF NOT PART OF PERMIT PERMIT qh=62.87 PSF Date: 03-08-17 Project Designer: E.A.S PERMIT PERMIT DESIGN WIND PRESSURE(p) E.A.S. (LOW RISE BUILDING AND BUILDING LESS THAN 60FT) Drawn Checked ey: E-A-S- L N p=(0.6)qh[(GCp)-(GCpi)] Submittal: PERMIT SET ® 0® (PRESSURE) p=(0.6)62.87[GCp( (-0.18)1 (SUCTION) p=(0.6)62.87[GCp(-)-)-(+0.18)] Drawing Title: GENERAL NOTES, !NOTPART OF NONOTE: CALCULATIONS, W3W4 IT W1 1. GCp SHALL BE SELECTED FROM FIGURE 6-1 la BASED ON EFFECTIVE SCHEDULES, FLOOR WIND AREA AND ZONE.SEE WINDOW/DOOR SCHEDULE. 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL PLAN&ELEVATIONS BREAKS BEING CONSIDERED.STRUCTURAL MULLIONS NOT PART OF THE Sheet: TESTED COMPONENT ARE A STRUCTURAL BREAK. NORTH ELEVATION (REAR) EAST ELEVATION (RIGHT) 3. WIDTHEFFEC IHATNEVE NEED AREA IS LESS DEFINED THIRDHEIGHHEHEIGHT.MULTIPLIED THE 1 of 1 WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. SCALE: 1/8"= V-0" SCALE: 1/8"= V-0" 53 1/8" 52 1/8" 52 1/8" V c6 FLANGE WIDTH BUCK WIDTH BUCK WIDTH o 0 47 7/16" 47 7/16" 47 7/16" W D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LRE) 0 F z 20 9/16' (SURFACE APPLIED} 20 9/16" (SURFACE APPLIED} 20 9 16" ` Z Q 6" MAX. MAX. 'I"I` OPTIONAL 5 1/2" MAX. �k�k OPTIONAL 5 1/2" MAX. Mp * j d HEAD/SILL HEAD/SILL HEAD/SILL /SILL HEAD/SILL HEAD/SI p o CORNERS 4 CORNERS 81 CORNERS V I IL W tl I� II Ir ,f li 0 � r. fI II ^ II II � II li D I{ !I II II II li ° 5 II II II jl /. ,. II ,. II vl g 1 > M I I I V? K1 II II M I I II D M I I / I I c9 ; bl I k I I O p D2 l i I I o C7 '2 ii 4 �i ii c 6 6 11 11 d 7 B if a m — Z w _ 7 Il It � it II It h • • N :0000: E II / 11 m 11 /• II m F II /• II •••�•• •• •• • ap 5 I I /� I I pp t9 I I /� I I ¢ c� d !I %� I I •••••• • w \ �+ \ ,,� II •� II \ � \ 7}y� I1 -/ Il lil \ � it II ••.• �; •• • I ••••• M II _ IV M' M II II • • • M • M M444 ==fit== =_-__�__ - =i1===== M ------1t== _--11----- •• •• In •�••• m _I C� 4;, ••• p O.(fit-J I I I h 11 `� I I h • • : $ 011J `� •• • o71 • ••••• ' e 7QQX S� � • 47 7 i 6" z 47 7 16°ol� m j FALSE MUNTIN5 ° m (1)"� a / o / iv zo' {SURFACE APPLIED} N47 7/16 iv �z 3 cV M D.L.O. (VENT) `O U D.L.O. (VENT) \ v OPTIONAL :_,.0. (VENT) ` 'v Ix o 0 3 M rn Lo In 50 1/4" 50 1/4" 50 1/4" w z '� in VENT WIDTH VENT WIDTH VENT WIDTH E o w U0� � FLAN E & PTdt\ F 'ME EQUAL LEG FRAME FIN FRAME W it TYPICAL ELEVATION SERIES SENTINE ii4 L SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 3i CHARTS SHOWN ON SHEET 2. ** o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN C, 8 e SPACING EXCEEDS 20 9/16" a OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY rn APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS v z IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS a DESIG�tED AND TESrD TO COMPLY INSULATING LAM. GLASS R£Qt �TS t T1lE FLORIDA BUILDING CODE INCLUDING HEIK LARGE MISSILE IMPACT L tttR (>�vHZ), SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o LOADS TO THE STRUCTURE. Engr: JAVAD AHMAD iv g PRODUCP REVISED ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 411AA,CML 892 as complying with the FMritda cZot EMBEDMENT TO BASE MATERIAL SMALL 8E BEYOND WALL DRESSING OR STUCCO. AceeptarlCode �5x�•t0ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE eptann Date - �t?1O NOT PART OF THIS APPROVAL. Q�FJ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By. ilede roduct nfr drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT ��43 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet i of 9 EQUAL LIfiF3 TYIN dV9, UNEQUAL LITES VINDOWS C9 DESIGN LOAD_CA?'AOT$ - PSF; DESIGN LOAD CAPACITY - PSF 0 FLANGE D11d3. BUCK DIMS. ¢TABS TYPES'A'!c'A1' CLASS TYPES 'B'&'111' ".E DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES 'AWAL' GLASS TY? B'&'Bl' ® I WIDTH HEIGHT WIDTH HEIGHT ETR.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH HT WIDTH HEIGHT 'A' DIM. �•(+) INT.(-) L7R.(+ 1Nt.(-) Z m 19-1/B' 18-1/8- 75.0 75.0 80.0 85.0 53-1/8" 52-1/8' 75" 36-1/4' 75.0 75.0 85.0 0 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 49' 79' 48' 78" 39-1/4' 75.0 75.0 80.0 85.0 Q 37' 26` 36' 25" 15.0 75.0 80.0 85.0 26-1/2' 1/2' 70-5/8' 75.0 75.0 80.0 85.0 Q i N 49' 48" 75.0 75.0 80.0 85.0 31` 30 63-5/8" 75.0 7 80.0 85.0 < p V 53-1/8- 52-1/8" 75.0 75.0 80.0 85.0 33' 85" 32' 84' 60" 75.0 5.0 80.0 85.0 0 Ei1 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 37- 36` 53-1/2' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2- 75.0 75.0 80.0 85.0 43' 42" 45-1/4- 7 75.0 80.0 85.0 O 37' 38-3/8" 36" 37-3/8' 75.0 75.0 80.0 85.0 0 49' 48- 75.0 75.0 80.0 85.0 O �j p 53-1/8` 1 52-1/8' 75.0 75.0 80.0 85.0 WIDTH U g a Q Q S 19-1/8` 18-1/6" 75.0 75.0 80.0 85.0 m 0 go it 26-1/2" 25-1/2' 75.0 75.0 80.0 85.Q fj � 37" 50-5/8" 36' 49-5/8' 75.0 75.0 80.0 85.0 49' 48" 75.0 75.0 80.0 85.0 IL LL ul 53-1/8" 52-1/8' 75.0 75.0 60.0 19-1/8" 18-1/8' 75.0 75.0 80.0 85.0 •r •• 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 '� O i •00 ^ • ••••�• 3T 63' 38' 62" 75A 75.0 80.0 85.0 • • • 49' 48- 75.0 75.0 80.0 85.0 s10 • •�• •••••i 2 •0000• • 000 • 53-1/8" 52-1/8- 75.0 75.0 80.0 85.0 000 - 00 0 in 0 Go*: 19-1/8' 18-1/8- 75.0 75.0 80.0 65.0 0•• i 0000 26-1/2- 25-1/2' 75.0 75.0 80.0 85.0 0 0000 37' 76' 36' 75" 75.0 75.0 80.0 UNEQUAL LITES (ORIEL TYPE) •0 tr 85.0 ••0 � 0 � •: 0 0.0.00•• • 49' 48' 75.0 75.0 80.0 .0000• � 0�• • _ ��• � •••:• 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 19-1/8' 18-1/8- 75.0 75.0 80A 85.0 • 0 N 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 •• • •• ,Ry o ••••• N i� 0 • 37' 36" 84• 75.0 75.0 80.0 85.0 «- w 46-1/2' 45-i/2" 75.0 75.0 80.0 85.0Typ' BUCK DIMS �2" '• 0 0 M e7 O Ln Z Z� Z p M .- Q� v WIDTH FLANGE FRAME FLANGE DIMS w BUCK DIMS g 2 to iD O � N to EQUAL LEG FRAME N � b BUCK DIMS EQUAL LITESo W $ o L C a m o FIN FRAME o En9r: JAVAD AHMAD t PRODUCT REVISED BUCK DIMS CML N FIA. E 70592 as complying with the Florida a r C 3538 J3uitding Code 1 fi-O -!� 8 Acceptance No b s I5z 9ration Date 2,020 y NOTE: GLASS CAPACITIES ON THIS SHEET ARE FLANGE ADAPTOR FRAME Z�� By�1• Produe#Cailh>at drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) e AND FLORIDA BUILDING COMMISSION I FLANGE DIMS J W 10-03 DECLARATORY STATEMENT OCA05-DEC-219 sheet 2 of 9 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS M .075" Interlayer .075" Interlayer o Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' O J OR OR .090" Interlayer 090" Interlayer 0 z Saflex Clear And Color Glass Saflex Clear And Color Glass I By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' �Q N OR OR a+ 0 0 .090" Interloyer 090" Interlayer 0 U Kuraray SentryGlas Kuraray SentryGlas a By 'Kuraray America, Inc.' OR By 'Kuroray America, Inc.' OR 190 a_ .090" Interlayer .090" Interlayer Kuraray Butacite PV8 Kuraray Butacite PVB 0 h By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' d V4 aowo 1/8" ANN. GLASS 1/8' HEAT STREN'D GLASS C SILICONE (n SILICONE 3►, G M1 GE 1200 M1 GE 1200 {L Y W - c� DOW CORNING 899 N 0 i! DOW CORNING 899 DOW CORNING 995 ! t DOW CORNING 995 Q ^ . . . O O •••�•• •• •• C.4 •••:• yJ • � • W •••• �: • • 1 • � E8 E8 � ••••• M4 AT 1/4 POINTS ON LITES M4 AT 1/4 POINTS ON LITES WIDER THAN 36" W WIDER THAN 36" ...... . •�••• .. .. . . ,o GLASS TYPE 'A' GLASS 'TYPE 'B' o O •••:' ...... • 5/16" OVERALL LAM. GLASS 5/16" OVERALL LAM. GLASS • • p ...:. {L.M.I & S.M.I.} N to • 1/8' ANN. GLASS 1/8" HEAT STREN'0 GLASS a?� ionZt • .075' Interloyer .075" Interlayer O 0 Z Saflex CP With PET Core Saflex CP With PET Core Z ^ ByR 'Eastman Chemical Co.' 0 'Eastman Chemical Co.' Ed 3 Otn .090" Interloyer 090" Interlayer O Saflex Clear And Color Glass Saflex Clear And Color Glass C9 p By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' N U OR OR w_ 1/4' AIR SPACE 090" Interlayer 1/4" AIR SPACE .090" Interlayer Kuraray SentryGlas Kuraray SentryGlas to By 'Kuraray America, Inc.' OR By 'Kuraray America, Inc.' OR 1/8" ANN. GLASS 090" Interlayer .090" Interloyer Kuraray Butacite PVB 1/8" HEAT STREN'D GLASS Kuraray Butacite PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' o0 '" 0 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 0 3 m SILICONE SILICONE GE 1200 GE 1200 DOW CORNING 899 DOW CORNING 899 Ml i a ji DOW CORNING 995 01 M1 j� DOW CORNING 995 o 0 XL EDGE SPACER XL EDGE SPACER '� v ST. STEEL BY 'CARDINAL' ST. STEEL BY 'CARDINAL.' It 0 OR OR 0 DURASEAL BY 'QUANEX' DURASEAL BY 'QUANEX' OROR c E9 SUPER SPACER BY 'QUANEX' E9 SUPER SPACER BY 'QUANEX' i a W FT1Engr. JAVAD AHMAD PRODUCT REV1S&D a a M4 AT 1/4 POINTS ALL SIZES M4 A7 1/4 POINTS ALL SIZES FLA PE 70592 as complying with the Florida q W W C. Building Code c Acceptance No GLASS TYPE 'Al' GLASS TYPE 'B1' piralianDate 0.70" OVERALL INSUL. LAM. GLASS (L.M.I ONLY} 0.70' OVERALL INSUL. LAM. GLASS Aff F. s (S.M.I.) J 3 0 2015 DadeFroduct' 01 drawing no. W1 0-03 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & 'Bi' MUST BE TEMPERED. sheet 3 of 9 TYPICAL ANCHORS FLANGE & FLANGE ADAPTOR FRAME y. 1B FOR SPACING METAL o WOOD BUCK 0 _ .°.t` I -. STRUCTURE 4 as 4 a a a 4 v. ° EDGEoDIST. TYPICAL ANCHORS r�� --___.--- Q z •a . 4 ° a a. SEE ELEV. m a a a a N FOR SPACING p j M(AM1–DADS COUNTY APPROVED $ E II MULLION & MULLION ANCHORS II Q 2 N a EDGE DIST. N DIST. = I I SEE SEPARATE NOA I I d '� O c,j .f N II II 0 U *' I I EDGE DIST, a MM i i O croQ � QQ � r TYPICAL ANCHORS TYPICAL ANCHORS Q 4 I` a i S5 SEE ELEV. SEE ELEV. N ii FOR SPACING FOR SPACINGP`j �y z � = ao �•� F C1 2 3/Ij' MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. ••••• C1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM '• •• •••:•• .; •• •• N ••••• �- AND TRANSFER THEM TO THE BUILDING STRUCTURE. i; SWEEP LOCK 2 3/8" MIN. - TYPICAL ANCHORS: SEE ELEV. FOR SPACING ••'• •••• •..• 1 OPTIONAL TO ...... �, . E8 ,i EGRESS LOCK 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSI)AT .••••• '�"•• •• • DIA. ULTRAC BY 'ELCIX (Fu-177 KSI, F -155 KSI ••••°• O•w .' N ♦ 6�N ( y- • CIw • INTO 2BY WOOD BUCKS OR WOOD STRUCTURz •� ES' cn • O , .. ...� `. 1-1 j2" MIN. PENETRATION INTO WOOD • "' � ------' •3 C', o a' Ea THRU 19Y ,BUCKS INTO CONC. OR MASONRY � V)�� O1 0 WHEN USED THE MIN, WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o p N 'A DEPTH SHALL BE 23/8". THE USE OF o �M 9 W ! DEEPER OR BEVELED WOODBUCKS IS DIRECTLY INTO CONC. OR MASONRY d Z z k PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY` z � p _ i n u O 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) U o i INTO METAL STRUCTURES w ! STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) Irl = ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (n 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) y �I II W o ii y 1 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) rn � INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 0 - o is �r (NO SHIM SPACE) R2 S4 ' TYPICAL EDGE DISTANCE 1 i 2 INTO CONCRETE AND MASONRY = 2" MIN. Eg INTO WOOD STRUCTURE = 1 MIN. i INTO METAL STRUCTURE = 3/4 MIN. ,o o g M9 > WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. °c a m @ @— t4 CONCRETE AT HEAD, SILL OR JAMBS Vc = 30DO PSI MIN. ' C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. o 1 a a Engr: JAVAD AHMAD PRODUCC REVISED o " 44 a v CML as complying with the Florida N o v :d a FLA. PE 711,592 Building Code o ! C.A N. 538 Acceptance No 1 .0.6 ?30�t •.4 ° a v. irationDate l�2n b v a 4 Z: n' o ut `" $ I TYPICAL ANCHORS By EDGE/1DIST.'r ° °. % a ! SEE ELEV. Miami ado Product drawing no. y ° TYPIC—SEEAL ANCHORS _'' FOR SPACING 2�ttt V. 'A, 1 BYJ FOR SPACING ry 10 WOOD BUCK sheet 4 of 9 • • ••• • • • ••• of 00• • • • • • • • • • 0 a so so I00Co-0lM\-I►V-dw03 2699-s69 (900 'XVA 0699-C69 (GOT) -131 + o M $t6Sfz9z(So8)-XV-4oo'C8-69z(908)'"13L ••• • • Z/_L cc . u 'iWblN{ L33HS SIM 3ONYHO ON 51.01340 0 :Aq 'Jp C O 0 bLTEE tlaRlO"ld 9Wv11+c • • • .; 31811 Att V N QO LO L o+ Ln • • 31VOdn 4l'60'60 6 andts.M•s : . : .' S?lOOa •�8•§MOQNIM IJO SLK30IP400 OMS aid •A38 OLTV90 v .� ® „z/t :•leis 3 O .LN3WdO13A3a JMnOOMd$SUMNION3 • ' ' UOI josop,A A 0 011 v N�IldtiOd2lO� b002�'b►'�-7'1� ('!'W'S/'I'IN'l) 'MaM 'H'S AMV OLL 13NI1N3S S3]WS :SUOIS!Aaa o1-zo-zo • ••• • • • • •• - o a tai W ;4 z 1M et1 Q ,d Q y A uj .. LU CL a Zw baa n,a Q OZ Qr'sa�i� Q - - - - _ — o = N � ¢ cad LLI--i ON d 0. QWZ> W a zaa LY1 O Q Q ` U g � L W z o O W ' 2IOIaa.Lxa W a z Q za5 r�r o rn � `1 U Z 2 z Gi(L En LU o �3 LU M V� Pr VL I d ,A A •A m U z n ti "Sl 3`303 \ y \ N ..LSI O� N 6f N m n i N AV .I .I j �j •I �I k 1: I j1 jj II II II 111 Ij Ij II II II !I II �I I •I II I I tl II I jl I l it II II li II �j �j (� II •1 I! �I C) a 0 X jl ll lj Ij F d �j �I �2Q m =S?ZVZO N 11 II II 11 o 0. 1 Ij I� II �I 1 93- I j Ij a=�,1A aF • 03 II II II �I I I d' I• ij Ij I I wpa L- jl 1 N � r o W x . � U •I �I I: USIO 3003 Olt N WZ C3 LU 0. �cc N CD l II 0Z � Oi—LL LE W2 mX 1~/7 �•wy �7 O C a � 3 TYPICAL ANCHORS METAL STRUCTURE E QUAL LEG FRAME M SEE ELEV. 113Y FOR SPACING Y of WOAD BUCK _ _ TYPICAL ANCHORS h ..a Sk - , •�a. � -ti SEE ELEV. � � rr–-- – — --��_�WI i 3 a a !_ d 'a^ E OGEv.DIST. FOR SPACING I MIAMI–DADE COUAPPROVED I Z / a 4 p g' EDGE I MULLION &<N�A I Q }. Q Gi g' d a ° a s E DIST. 3 z I l SEE SEPARI I Z N cn o I I �"' Iv to ti $ I I EDGE DISI d El LL ES G rl cn t4 TYPICAL ANCHORS ANCHORS MM2 SEE ELEV.9p, V. L Q r FOR SPACING FOR SPACING0� ,� a r ' SS TYPICAL ANCHORS Hr MIAMI–DADE COUNTY iSEE ELEV. I .s FOR SPACING APPROVED MULLION I II M9 S& MULLION ANCHORS Z v SEE SEPARATE NOA p !I 'i i/4A BUCK WIDTH `K WIDTH BUCK WIDTH Q 112 SHIMS .. rn III m I I '1000 •••• SWEEP LOCK 1 1/4 I 1 rn OPTIONAL TO °. _-, –__ ___ I I -_ .• `_', I0000•.• 'n •..••• E8 EGRESS LOCK – –__ __–_ _ '• i .' :. ..• . -0 AT SILL - 1 I -- ••• G� 0 j,41•• ••.•:• I •••i• 3 v I 1 ••• :3d 0F-0 •••••i �-/ – – – – 1 I – • •� ` • • • E5 � M3 I 1 ••• � •• •.••• E4L i • •• C9 'n o ° to W r t i m #14 XI FH. SMS. ; ••. ' �` in b • w i I� N5 O _ Z W W G7 Z E "L LEG FRAME CAN BE INSTALLED DIRECTL TO WOOD, CONCRETE OR METAL STRUCTURES !I ti WITHOUT THE NEED OF A WOOD BUCK. VI II I. c0 N = W !I 11 1 � w tai I i� 2 3/8" MIN. d u �W z3 fa7 I � N °. � U S4 a d ap a _' 23 4 I 2 3/8" MIN. O d Z, z• . p TYPICAL ANCHORS o q - c a j SEE ELEV. m o M9 ` a. I FOR SPACING ` Cam o E2 `�� Engr. JAVA ,,. MAD PRODUCT REVISED cv 4 ------- L as complying with the FloridaN FLA. PE If 705r C.A. 3538 Building Code 1 • 12 10 O tane No WHEN USED THE MW. WOOD BUCK Accirat oc Dale Li o _ DEPTH SHALL BE 2%". THE USE OF W `" DEEPER OR BEVELED WOODBUCKS IS deproducf ° EDGE DIS TYPICAL ANbHORS _SEE ELEV. PERMITTED• drawing no. woon B 1 BY I FOR SPACING l_ 2015 W1 0-03 sheet 6 of g TYPICAL ANCHORS V � ILLU TIVE Dris. ONLY SEE ELEV. FIN FRAME EXT. 0'' NT. FINISHES FOR SPACING o NOT BY s Z 1 1/2" Q- 0 HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING c NOT BY CGI #$ SM S (GRADE 2 CRS) jL v OA2 E1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES E8 1--1/2" MIN. PENETRATION INTO WOOD v v CCAAULKIINOG Of w g M p n. a 9( ,m G 4� E 55 0 I ! IL Zy = Q Ln sses li SWEEP LOCK �• •••.•• � •••••• OPTIONAL TO • E8 AT RSILL ESS LOCK ••• • a ©•L•cT �' •• ••••• in WOOD STRUCTURE 1 4" 1 4" MAX. •••• I- • w / BUCK HEIGHT / •� � ••••• B E5 NOT BY CGI GAP GAP •••••• vi • •N• •••• o • •• 1/2" MIN. 1/2" MIN. .• ••• •07 _ a' E4 � •••••• N � Q O• M M • •• • z p ••••• 9C z •o•g w D2 N � 0 I W I. ca I BACKBED = CAULKING !� N o I! I 0 = N tt O ;. I. :._.._:._.._ ._.._.._.._.._..�.._.: ._..._.._.._.. .._..�.._.. _.._.. W W Oth II 11 y u R u R p S4 Z 2 1 HOUSE WRAP E6OorNOT BY CGI 'vi o j E3 Ee EXTERIOR H o o M9 _ D.L. OPG. CQ m U 14 BACKSED CAULKING o E2 Engr: JAVAD AHMAD ODUCT REVISED N CML as iplying with the Florida `� N FLA. PE # 70592 Buil Code "' r HOUSE WRAP C.A. 538 Accept an o 1.9.0512.10 NOT BY CGI 1 1/2" z 1V ' tion 8 c V V Miami aa produi4t drawing no. 11 TYPICAL ANCHORS 2(115 W10-03 SEE ELEV. FOR SPACING sheet 7 of 9 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS M E1 CGI-100 I FRAME HEAD 6063-T6 - 1 E2 CGI-101 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JAMB 6063-T6 -- Z E4 CGI-103 1 MEETING RAIL 6083-T6 - Q 7d E5 CGI-104 I LOCK RAIL 6063-T6 - E" N o- E6 CGI-105 1 HANDLE RAIL 6063-T6 - 1 8 v E7 CGI-106 2 SASH RAIL 6063-T6 - d E8 CGI-107 AS READ. 5/16" GLAZING BEAD 6063-T5 - at Q E9 CGI-108 AS REQD. 0.700" GLAZING BEAD 6063-T5 - 0 b n E10 CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6063-T6 - v 0 tq Ell CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - O a 4 a 8 E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 -- O E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - Z H LL E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - aF1I � � M1 CGI-382V AS REQD. GLAZING BULB VINYL. (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LRE SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. g •••• MID - 2/ WOW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. : • •••• ••••D• M11 W23201NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. • • o C . •0 •• 0000•• M12 CGI-129 1/ WDW. EGRESS LOCK ALUM. SULLIVAN •••: O z0 Ot • •.• = so4. •0000• M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON M&M N • j • • • M14 E26018WN -- D BULB-T SLOT PVC ULTRAFAB OR EQUN. 0000 F N o ..�•.� M15 CGI-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M •• .}. in ••.•.. M16 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M ••• o 0 ►`1 rn • M17 A30730401-32 I/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI-132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. • w ' ••• • • u> •• • :•0 0000• M2Q CGI-125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M p �,M • M21 - 2/ WOW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. Uj U d M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUN w M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUN. N S2 - 2 OR 3/CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - S4 - 4/ WOW. # 8 X 1/2- PH. SMS. ST/ST BALANCE BRACKET SCREW - -- S5 2/ WDW. # 8 X 1" I.G. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - LA 56 2/ LOCK # 6 X 1/2° LG. FH. SMS. 0 CGI-133 & CAM LOCK o W 33 H o v m G oQ d1 U O Engr: JAVAD AHMAD PRODUCT REVISED N 1 CML as complying with the Florida v FIA. PE # 70592 Building Code c � CAN. 3538 Acceptance No -0 1 Ex iration Date Li o SL W y p B "fun adeProdutt' drawing no. W1 0-03 sheet 8 of 9 2.505 2.505 v S2 S2 0_ Z h 3 1.745 8J11 81 i 1.550 1.680 .745 .065 ^-� 1.245 ;tI :=.i 11 1 745 .065 1 N TYP. TYP. ( 050 .0j c�i 1.015 1.015 .395 .� p E " 0 ,y E12 FLANGE FRAME HEAD Et FLUSH FRAME HEAD E1 t NAIL FIN ADAPTER D 1.583 1.583 1.007 g p a a c •+ O O .745 : .065 .065 N a Typ. TYP. .065- - 1 YP. 2.113 1.368 3.175 3.175 1.015 a 3.875 1 429VENT TOP CORNER 1.429 _ L 4 rn IF 1.220- { coo 1.000 .500 _ ••••s• ri • • •••• N •.• .•• 500 2.505 E4 MEETING RAIL FRAME TOP CORNER �"' . : •' Fes--2.505 •.•i• O•�• 8 :s.•i: 1.220 Eta FLANGE FRAME SILL E2 FLUSH FRAME SILL ••.. car, 'yj• • ••.••• • To C-4 • • .500 1.3011.301 1.043 sm •••• ..••. 1.788 �••�•: O O�M 110 • • 065 S2 : .• IRA rn • + •••.• TYP 065 065 . • •TA • Ed In • TYP. 7YP. •• • Z a c'. q •••.� 1.015 II ' 2.440 2.440 I Q E5 LOCK RAIL 1.015 1.015 FRAME BOTTOM CORNER � VENT BOTTOM CORNER N .745 .745 2.195 2.846L 2.346 Eta FLANGE FRAME JAMB E3 FLUSH FRAME JAMB o N a 1.892 .120-�{� 065 490 l 1.043 TYP. i ai " � z .705- 050 iYp. 705 L05O.TYP. 1.015 k� S2 ui o 6 �1 .864 �I .864 E6 9.+3 HAND RAIL a m v E8 5/16" GLAZING BEAD E9 .700" GLAZING BEAD o 1.395 Engr: JAVAD AHMAD N e 1.449 C L PRODUCT REVISED � iv 1.3951 745 1.450 180 FLA PE 70592 as complying��ilh the Florida a r IIC.AN. 38 Building Code � b^ .180F 293 u Cir ccp1 at'on Date .61Z �0 v v u .050 .060 1.025 .065 1.015 •553 0_ 050 �� 065 1.413BY j� Mi Dade Praduc Browing no. � 4 N5woo-o3 M3 FLUSH FRAME COVER 19 SCREW COVER 8 SASH RAIL E10 FLANGE ADAPTOR sheet 9 of g TYPICAL ELEL IATION 111 a 110" V FLANGE WIDTH BUCK WIDTH v 1/2.. of 6" 5" MAX. HEAD L 5" MAX. g m rn Z MAX. TYP. m TYP. HEAD/SILL 5 5 MTG. STILESTILE o �1 MTG. STILE )H W V !rte ~�\ � N 2 1 I I iL0 VO E 11 F jj F E1 II F ;j F h 6 II 6 6 / 7 II 6 6 / � -iq t 2 Z MQ r 2 1, J I 11 toto EO tn J V a 0 4. ttj Ln In In Cl - -- IL ==__- O 2S' v --T- - Iy - if----- I - ,� {7 co s X� " 11 r xxm 8 D 11 NQ B1 II N 5 5 I I c 7 •..� lilt / \ 1 \ ILL I / \ \ +�� U ••••� ••••�• FALSE MUNTiNS FALSE MUNTINSJ •• •• 'e •••••• -XI b ADOLjEC HOR REOD. AODL. ANCHOR READ. N SURFACE APPLIED 32 7/8" 32 7/8 SURFACE APPLIED 2 7/8" 32 7 8" T CENTER OF ALL PANELS " 1" ' • ( ) AT COF ALL PANELS ( ) / p •w •••••• OPTIONAL 0 9 OPTIONAL D.L OPG. O.L. OPG. FIXED OPERABLE D.L. OPG. D.L. OPG. D OR OPERABLE • • • • 36 3/8' ABOVE 30" PANEL WIDTHS 36 3 8" A 30" PANEL WIDTHS '• O •• •• •• / AT HEAD/SILL / AT HEAD/SILL I VENT WIDTH VENT WIDTH Bee BE 0 C W•.Be- ...... FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME �° ° 1-�•a •; :0 00 c $ 0 0* w 0 •M M • • •�• � pf •0060• 110" • C •6, of • • BUCK WIDTH Z •� 5 AX " 13 5/16" (� a MAX. HEAD/SILL ~ 5 MAX. HEADm�S/SILL • V SERIES SENTINEL' 120 a2 MTG. STILE `trALUMINUM HORIZONTALSLIMG WINDOTY 9nPRODUCTgREVISED • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER Bull,orn igin�ewith the Florida o CHARTS SHOWN ON SHEETS 2 & 3. NOA-No. 15-0929.13 y 31 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Expiration Date 09122!2020 P 0 E2 n F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY o W 8 II 6 n b APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS By40 8 ' N /. Mlam a e Product Control F -- - - _ =- - %/ IN BETWEEN. o a o 0 0 l - , LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL a z z z oc o I� WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS to =� CO Ln j ii INSULATING LAM. GLASS IL a V ,n � m Ln in a THIS PRODUCT HAS BEEN DESIGNED AND:TESTED TO COMPLY WITH THE LARGE MISSILE IMPACT o m ----- t� ---- �ir_��_ REQUIREMENTS OE THE 2014 (5TH EDITION) FLORIDA BUILDING CODE_ ---__ INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SMALL MISSILE IMPACT a u o m u u II X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 1111{1 82 LOADS TO THE STRUCTURE. Q 11 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS �\ � .� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ��•'•�tO'ENSF•'•. �i N N ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE d ` .� `� •,�� NOT PART OF THIS APPROVAL. % O 7 A,FALSE MUNTINs (SURFACE APPLIED) 3? 7/8" 32 7/8" A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. iS u` OPTIONAL D.L. OPG. D.L. OPG. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. r S7A OF •�/, drawing no. 36 3/8" MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 14AY 1201 �i�° ••. �LOR10- " VENT WIDTH FIN FRAME REQUIREMENTS NOFCTHER 0147 FLORIDASIBUI DING4CODE &TERIALSSADOPTED STANDARDS. 'HALL MEET THE � � �`` 1 O W 1 8 xI111111111% sheet 1 of 1 1 TYPICAL ELEVATION110" � 111' - FLANGE WIDTH FLANGE WIDTH k6- 5 1/2'q MAX.H 5 MAX. .- TYP. m W- HEAD/SILL 5 M m W Z q h S 5 MTG. STILE a S1 STILE \ 0 o a V", tr • T • I � a O0� V II tl H tl 1I � O� u 11 r E 11 F (( II F Ef fl F II II F V U y~ 6 II 6 II ll 6 6 II 6 31 II 6 C 14 II / fl /• __ �y /� /� e = e " i =_ a Q e� C7 O Q a II II cV = x O a�{ 4D Ld J. I3 [I Ln z ii rl 11 11 ii ii 4 w wm �� ii ii N II u s m 11 Il . X m 5 5 t1 11 51 .•n � . m FALSE MUNTINS ADDL. ANCHOR 00. FALSE MU S • • •.,n 6 6 6 6 6 6 ADDL. ANCHOR RECID. (SURFACE APPLIED) 24 1/2° 49 5/8" AT CENTER OFA ANELS (SURFACE LIED) 24 1 2q 49 5 8 • • • / / AT CENTER PE ALL PANELS 006000 OPTIONAL FIXED OR OPERABLE PTIONAL �L�FIXEO _ O 6 6 0 D.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG. OR OPERABLE fes' M ABOVE 30' PANEL Will D • • 28" AT HEAD/SILL 28' AT HEAD/SIS EL WIDTHS • p �: 96:4100 VENT WIDTH VENT WIDTH • �i••� 00000 • C • 6666•• FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME : ;o ° -M C%J •. . N.NM1 ...... : r O 3 :6606: 110" Z • • BUCK WIDTH 3 Q 5 1/2" 13 5/16q O MAX. MAX. c O Q -1 HEAD/SILL 5 HEAD/SILL °� g U MTG. STILET on Q,O 8 U 11 N 1! E2 II F II II O g II It II F 2'7 t9 a t9 Irl0000, II .� U .� N GY � a0 IT II II ,o Y g F on i II II a N in Q It It ui v C > O O 11 II II ` c �� II II a B2 ii it ~ d `�t11Y11111�, of �� •'VCG(IYS�• '•;Z9 � I 1 - PRODUCT REVISED as camel Yn with the Florida • y g C!. _, 2 6 .4 FALSE MUNTINS BuYlding Code •; = i d (SURFACE ANPPOW 24 1/2' 49 5/8" NOA--No. 15-0929.13 D.L. OPG. 'D.L. OPG. : Expiration 0 t 09/2212020 OF �/� drawing no. 28" By �� tO1i10p:.•' `�,. W10-18 VENT WIDTH Miami- a Product Control MAY 1 1 201 �,,��® '„��`� FIN_FRAME p t1I 111111 sheet 1.'(of j 1 • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �V 0 U - (XO OR OX SIZES) (XO OR OX SIZES) M 0 M. MTG.. RAIL H.D. MTG. RAIL STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES CLAM FLANGE DIMS. BUCK DIMS. A&Al, B do Hl B k HL FLANGE DIMS. BUCK DIMS. A&Al, B k Hl B' do BL' 1c, &,71v r+ WIDTH HEIGHT WIDTH HEIGHT EXXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT TH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.( INT.(--) 2 N 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 55-3/4" 54-3 65.0 65.0 80.0 90.0 .0 65.0 O�NOy` U 37' 36" 65.0 65.0 80.0 90.0 8-15/16 26" 7-15/1 . 25' 65.0 65.0 80.0 90.0 65.0 65.0 N 53-1f8 26' 52 25' 65.0 65.0 80.0 90.0 83-1/2" 82-1/2' 65.0 65.0 80.0 90. 65.0• 65.0 ar p 74' 73" 65.0 65.0 80.0 90.0 55-3/4' 54-3/4" b5.0 65.0 80.0 .0 65.0 65.0 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 8-15/16 38-3/8' 7-15/16 37-3/ 65.0 65.0 80.0 90.0 65.0 65.0 V p "{ 37" 36" 65.0 65.0 80.0 90.0 83-1/2' 82-1/2" 5.0 65.0 80. 90.0 65.0 65.0 d It fC C 53-1/8' 38-3f8' 52-1/8" 37-3/8' 65.0 65.0 80.0 90.0 55-3/4" 54-3/4' 6 65.0 .0 90.0 65.0 65.0 0 IL p 74` 73' 65.0 65.0 80.0 90.0 8-15/16 50-5/8' 7-15/16 49-5/8' - -- - - 65.0 65.0 O p 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 83-1/2' 82-1/2- 65.0- - - 65.0 65.0 6 37' 50�-5/8' 36" 49-5/8' 65.0 65.0 80.0 90.0 55-3/4' 54-3/4" 65.0 80.0 90.0 .55.0 65.0 ..l t8 53-1/8' 52-1/8" 65.0 65.0 80.0 90.0 8-15/16 63' 7-15/16 62"'- - - - - 65.0 65.0 74' 73' 65.0 65.0 80.0 90.0 83-1/2° 82-1/2" - - - 65.0 65.0 26-1/2" 25--1/2" 65.0 65.0 80.0 90.0 Ar 37" 63" 36' 62° 65.0 65.0 80.0 90.0 • 53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 • U �• • 6666• 74" 73' 60.2 60.2 80.0 90.0 • I • /3W) (2/3W) • - • •� • 6666•• G ' 'cam 'L ' ' O •6000• 094 • 0w6 • • • �t 9000• d 0 • • • p tn• ti 660.0 6.0• (1/2w) (1/2w) c 9 ••0000 '•i G RATING VENTS TO BE 1/3 OF THE WINDOW WIDTH • O i j N •� • c N to 00060• 'XO OR OX' N o • z . . :.... c � OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH N o OXO OR OX`. U o M h. m BUCK DIMS Xt' P'P. BUCK DIMS BUCK DIMS 8 0 F, N F 4 G W W p FLANGE FRAME I( EQUAL LEG FRAME FLANGE ADAPTOR FRAME O FLANGE DIMS f FLANGE DIALS I °� $ z Zz FLANGE & FLANGE ADAPTOR FRAME �, �, .• om$ oo � o EQUAL LEG FRAME a C V C W li G7 AH4Q o PRODUCT REVISED as com lyln with the Florida .7 2 A Building Code o g s NOTE: NOA-No. 16-0929.13 - m � GLASS CAPACITIES ON THIS* SHEET ARE E4 E4 BASED QN ASTM E130Q-09 (3 SEC. GUSTS) Expiration Date 09/2212020 ATE OF ;��: drawing no. AND FLORIDA BUILDING COMMISSION '� •' OR10P...•,��. W10-18 STD. G. RAIL:_ H.D. MTG, RAIL DECLARATORY STATEMENT DCA05-DEC-219 Miami-p a Product Control 1 12016 ��/��'®®NAL sheet 2 of 11 • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSFV M (XOX SIZES) (XOX SIZES) O I 0 STD. MTG. RAIL H.D. MTG. RAIL STD. MTG. PAM H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES 0 FLANGE DIMS. BUCK DIMS. 'A'k'AI', 'B'k'8l' 'B' k 'Bi' FLANGE DIMS. BUCK DIMS. Wk%', 'B'k'BS' 'B' k 'Bi' 'C' & 'Cl' WIDTH I HEIGHT W1D; HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT Wim HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 2 2y 74' 73' 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 p O 0 U 106-1/4" 26° 105-1/4" 65.0 65.0 80.0 90.0 106-1/4° 26" 105-1/4' 25" 65.0 65.0 80.0 90.0 55.0 65.Q 111" 110 1 65.0 65.0 80.0 90.0 1 111' 110° 65.0 65.0 80.0 90.0 65.0 65.0 p 74' 73" 5.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 65.0 55.0 Q 0 H M 106-1/4" 38-3/8" 105-1/4' 37-3/8" 65: -.. 65.0 80.0 90.0 106-1/4' 38-3/8" 105-1/4" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 p ura 111" 110' 65.0 5.0 80.0 90.0 111' 110" 65.0 65.0 80.0 90.0 65.0 65.0 !XIL a g 74" 73" 65.0 6 80.0 90.0 74" 73° 65.0 65.0 80.0 90.0 65.0 1 65.0 Q 106-1/4' 50-5/8" 105-1/4' 49-5/8' 65.0 65.0 0.0 90.0 106-1/4" 50-5/8" 105-1/4" 49-5/8' - - - - 65.0 65.0 00 111" 110° 65.0 65.0 8 -. 90.0 111° I 110" - - - - 65.0 85. 74" 73" 65.0 65.0 $0.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 a..0 L6 zi _ 2 ., 106-1/4" 63" 105--1/4" 62' 61.6 61.6 80.0 9�t 106-1/4" 63' 105-1/4" 62' - - - - 65. 65.0 4 W Oi 111" 110° 60.0 60.0. 80.0 90.0 '" 111" 110' - - - - 0 65.0 N �. •0in • C •IRS •0••: v • •i • • • •uj •• • 0000• .0 '�• • (1/3W) (1/3w) (1/3W) (1/4W) (1/2W (1/4W) fl W 0 0 0 '0000 x• x- /� i %� iiift • •� (n • e 00000 •G 0000 • • =14 0 m A 0000• •1 • >-r-, oore 0• • •3 N to 00000 ."� • OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATI ENT BE 1/4 OF THE WINDOW WIDTH .� •. ,°n' 0:0000 li•or Z 0 •� • • 'XOX' � X' 00 g r U : X7-TYP. BUCK DIMS )r lYP• CK D1MS BUCK DIMS • a o FLANGE FRAME EQUAL LEG FRAME F R FLANGE DIMS I nMGE DIMS v FLANGE FLANGE ADAPTOR FRAME EQUAL LEG AME e d c ,%11111111111 All,EN PRODUCT REVISED ;. No 0582 s $ as complying with the Florida -- m NOTE: Building Code o aa GLASS CAPACITIES ON THIS SHEET ARE NOA--No. 15-0929.13 E4 E4 i TATE OF '� . BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 09t22l2020 ..'® • . •� drawing no. AND FLORIDA BUILDING COMMISSION . •p40R101•• ' IN W10-181 (��_ $ �TQ� MTG. �4�: K.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC---219 BY Z�� j'®••.. �@�� Miami-D a roduct Control �/�l iA111�� sheet 2.1 of 1 DI • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) o o_ STD. MTG. RAIL H.D. MTG. RAIL STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL y � m GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES Q y 0 � BUCK D 'A'&'Al', VV01' 'B' & 'B1' BUCK DIMS. 'A'&'A1', 'B'&'B1' 'B' & 'BI' 'C' & 'C1' 1 •s q 1 WIDTH HOG EXT.(+) INT.(-) EXL.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT. INT.(-) Q '� 25-1/2' 5.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 O 36' 25" S 65.0 80.0 80.0 7-15/16 25" 65.0 65.0 80.0 80.0 65.0 65.0 52-1/8' 65.0. 65.0 80.0 80.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 0 73' 65.0 6 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 Q �j 3j 25-1/2` 65.0 65.0 80.0 80.0 7-15/16 37-3/8` 65.0 65.0 80.0 80.0 55.0 65.0 v C `{ 36" 65.0 65.0 80.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 m c o $ 37-3/8" 0 IL 52-1/8' 65.0 55.0 80.0 80.0 54-3/4` 65.0 65.0 80.0 80.0 1 65.0 65.0 Q ca 73' 65.Q 65.0 80.0 0 7-15/16 49-5/8' - - - - 65.0 65.0 Z O 25-1/2" 65.0 65.0 80.0 80.0 82-1/2' - - - -- 65.0 65.0 Q N GI 36` 49_5/8• 65.0 65.0 80.0 80.0 54-3/4' 65.0 55.0 80.0 80.0 65.0 65A J a s a 52-1/8" 65.0 65.0 80.0 80.0 7-15/16 62' - - - -- 65.0 65.0 Q w 73" 65.0 65.0 80.0 80.0 82-1/2" -- - - - 65.0 65.0 25-1/2" 65.0 65.0 80.0 80.0 36" 62„ 65.0 65.0 8010 80.0 C4 em 0 52-1/8" 65.0 65.0 80.0 80.0 U •• L • 73' 60.2 60.2 80.0 80.0 0/3W) (2/3W) '"' • ' • • ii ii • u°} • • • •0 • ••••• • •Q W• • cr „ ••••• (1/2W) (1/2W) 1-i G OPERATING VENTS T E 1/3 OF WINDOW WIDTH • ` •a o •••• • 'XO 0 X1 i •3r 04 ••••i• • OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH .z z L`-•u' • • 'XO OR OX' C9 0 BUCK DIMS Q � NW R CNS gR F RA5, v� ao � ZZ FIN FRAME ° -$ ooio L0 � nW �. � PRODUCT REVISED as complying with the Florida o ra Building Code NOTE: NOA-No. 15-0929.13 GLASS CAPACITIES ON THIS SHEET ARE .: • E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) EXPlration Date 09/22/2020 • STATE OF ? kj�� drowing no; AND FLORIDA BUILDING COMMISSION CRAY 1 120 / �LOIt1oP,. •- �� W10-181 STD. MTG, RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 t3y /��`••• •••i--lDla Miama roduct Control �7/7�®��a�� sheet 3 of 11 • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) (XOX SIZES) • o STD. MTG. RAM H.D. MTG. RAIL STD. MTG. RAM H.D. MTG. RAIL H.D. MTG. RAM GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES Z , , , , , r , III' , , r , r , , , , r , , , , H BUCK DIMS. A!c Al, H'&Bl B k BI BUCK DIMS. A'&AL, H$BI B' k 'BI C' & CI WIDTH HEIGHT +} INT.(--} EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT-(-) r W N o- 73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 g 0 li Op�s.. � v 105-1/4" 25° 65.0 0 80.0 80.0 105-1/4° 25" 65.0 65.0 80.0 80.0 65.0 65.0 110" 65.0 !65. 80.0 80.0 110" 65.0 65.0 80.0 80.0 65.0 65.0 O 73" 65.0 65.0 .0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 e N M 105-1/4' 37-3/8' 65.0 65.0 a, '. - 80.0 105-1/4' 37--3/8' 65.0 65.0 80.0 60.0 65.0 65.0 110" 65.0 65.0 80.0 80.0 110' 55.0 65.0 80.0 80.0 65.0 65.0 a 0 73' 65.0 65.0 80.0 73" 85.0 65.0 80.0 80.0 65.0 65.0 O 03 a 105-1/4' 49-5/8" 65.0 65.0 80.0 80.0 , 105-1/4" 149-5/8' - - - - 65.0 65.0 yy 0 N 110' 65.0 65.0 80.0 80.0 110" - - - - 65.0 65.0 LL Z aZ 73' 65.0 65.0 80.0 1 73" 65.0 65.0 80.0 80.0 65.0 65.0 N 10571/4' 62" 51.6 61.6 80.0 80.0 105-1/4!' 62" - - - - 65.0 65.0 Q Z 110' 50.0 60.0 80.0 80.0 110' - - - -- 65.0 65.0 �sl • •• •••••• (1/3w) (1/3w) (1/2V� (1/0) O . • � � L?j00 0•ice ••••• 0:000• :• •• d I-N•� •• E` OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 4 '• THE WINDOW WIDTH ;I?j•'u' • • p +'7 M •••••• 04 'XOXe 'XOX' tom, Z r BUCK DIMS FRAME o - W r y Q1 q Z m -FIN FRAME cu ``��t►iiilir1��`� SNIP. PRODUCT REVISED as complying with the Florida = 70592 • ,' Building Code - _ R1NOTE: NOA-Ho. 1"929.13 r.0; _ GLASS CAPACITIES 'ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) F.xpiratlon Dat® 09l22f2020 OF drawing AND FLORIDA BUILDING COMMISSION gy ��i, C�'•..,,,..DN��®` > �1;9 ,1n; STD. MTG. SAIL' H.Q. TM G. RAIL; DECLARATORY STATEMENT DCA05-DEC-219 Miami-D a ro uct Control 14AY 1. 1201 ��, flll(i1111 sheet 3.1 of 11 1/8' ANN. GLASS 1/8" HEAT STREN'D GLASS zs .075" Interlayer .075" Interlayer o Saflex CP With PET Core Soflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR Z 'a 090" lnterloyer 090' Interlayer 1/8" HEAT STREN'D GLASS q Soflex Clear And Color Gloss Saftex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .075" lnterloyer IL v F p .090" Interloyer .090" interloyer Saflex CP With PET Care SentryGlos SentryGlos By 'Eastman Chemical Co. {V By R 'Kuraray America, Inc: By OR America, Inc.' OR O Interlayer .090" Interlayer .090" Intertayer SentryGlas N h Kuraray Butacite PVB Kuraroy Butocite PVB By `Kuraray America, Inc.' ut By 'Kuraray America, Inc.' BY `Kuraray America, Inc.' 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS Q IL G 0 °�N�Na ul SILICONE SILICONE SILICONE z C z m GE 1200 0° GE 1200 z m GE 1200 Q u• DOW CORNING 899 g DOW CORNING 899 DOW CORNING 899 p 0 iy Mt DOW CORNING 995 iv 3 M1 DOW CORNING 995 M1 { DOW CORNING 995 ,J Cz7 m I I� - I `~ •I �I � II I 1 11 tl osee O O O • �j •• eoee•• ES Ix ES E8 v G •• a, •• 14 • ••�• Soso% AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES { AT 1/4 POINTS ON LITES o vi e SSS••• W @7-) WIDER THAN 36" M7 WIDER THAN 36" W M7 WIDER THAN 36' p of o 0 S W e , r , • R. 0 W: ••.• gone* GLASS ,ME A GLASS TYPE B GLASS TYPE C � 0� � 511V NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS 5/16* NOMINAL LAM. GLASS o vii:•g ti s ••••• • �. G o SSSS•• O 2 • ' tjn rn eo • •r u)a 00S•S• 1/8' ANN. GLASS 1/6" HEAT STREN'D GLASS g $ N"•�e 1o s M .075' Interlayer 075" Interiayer • •- !�: ••e g•• Saflex CP With PET Core Saflex CP With PET Care LL- .V By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 33'. Q to OR OR `"to _ O g .090" Interlayer090" Interlayer 1/8" HEAT STREN'D GLASS g O Saflex Clear And Color Glass Soflex Clear And Color Glass �, V By 'Eastman Chemical Co: By 'Eastman Chemical Co.' OR OR .075" Interlayer 1/4" AIR SPACE .090" Interlayer 1/4" AIR SPACE .090" Interlayer 1/4" AIR SPACE Saflex CP With PET Core SentryGlas SentryGlas - By 'Eastman Chemical Co.' By 'Kuraray America, Inc.' By 'Kuraroy America. Inc.' 1/8' ANN. GLASS OR OR •090' Interlayer .090" interlayer 1/8" HEAT STREN'D GLASS 090" Interlayer 1/8" HEAT STREN'D GLASS SentryGlosa. o Kuraroy Butacite PVB Kuraray Butocite PVB By 'Kuraroy America, Inc.' o N U 8 By 'Kuraroy America, Inc.' By 'Kuraray America, Inc.' o o c W 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS PRODUCT REVISED ~ g , as cornpi In with the Florida v w Building Code 1 s: z a SILICONE L SILICONE SILICONE NOA-No. 1"929.13 z GE 1200 z GE 1200 z m GE 1200 5 N DOW CORNING 899 5 rn DOW CORNING 899 -1 N DOW CORNING 899 Expiration Date 09122/2020 m " DOW CORNING 995 DOW CORNING 995 = DOW CORNING 995 M1 y \ O \ M1 M1 I } \ I I. By j o$ ci dof o I XL EDGE SPACER XL EDGE SPACER [ XL EDGE SPACER Miami- de Product Control S c S ST. STEEL BY 'CARDINAL' I I. ST. STEEL BY 'CARDINAL' I ST. STEEL BY 'CARDINAL' c OR OR OR %11i111111 a DURASEAL BY 'QUANEW GdT DURASEAL BY 'QUANEW 11� DURASE L BY 'QUANEX' ��% 1 I<r rA .0 1 OR OR O OR �� '®•' Eg SUPER SPACER BY 'QUANEX' Eg SUPER SPACER BY 'QUANEX' Eg SUPER SPACER BY 'QUANEX' ��; EN&& i N M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES 05 o GLASS TYPE- 'Al' GLASS TYPE. 'B1' GLASS TYPE 'C1' t 9 0.70" OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL LAM. GLASS 3T OF •:� ` droving no. 14AY 1 1 �0 ,, R14P,.• ��,,, W10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING ®N4i� N EXTERIOR PLY OF GLASS TYPE A1', 81 & 'Cl' MUST BE TEMPERED. "11111lttt, sheet 4 of 11 TYPICAL ANCHORS METAL v SEE ELEV. STRUCTURE FLANGE & FLANGE ADAPTOR FRAME 19Y FOR SPACING o WOOD BUCK Q TYPICAL ANCHORS o . I a; SEE ELEV. fDG GIST: FOR SPACING m v f�_=�'_- ------------- I '----------i7 Z a a,A' ,d e ° a a . °. o I MIAMf-DARE COUNTY APPROVED ; rQ I 0 I I MULLION & MULLION ANCHORS I tj a EDGE DIST. g o ° I D z f SEE SEPARATE NOA f O r IST. .r N 11 I I a 0 � I I EDGE DIST. 1 I; a 0 �i�in � aW� ' o>m 1 gaoo TYPICAL ANCHORS 0 'a Ell _i l SEE ALLEY ANCHORS SEE ELEV. � � o a FOR SPACING w i I FOR SPACING Z .: Q i- Eli m j 2 3/8' MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. i !i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM !I ` AND TRANSFER THEM TO THE BUILDING STRUCTURE. ••� • C so*log's ...as I M _TYPICAL ANCHORS: SEE ELEV. FOR SPACING • 2-3/8' MIN. • .mss •.� •.e••• IX DIA. ULTRACON BY 'ELCO' (Fu='177 KSI, Fy=155 KSI) �' i••••i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O �'••y • a ] ,i `. 1-1/2" MIN. PENETRATION INTO WOOD . �. • :::*a- 6 :.e O p �\ • �' (/7.eev •ecce• THRU 1 BY BUCKS INTO_CONC. OR MASONRY v T a •. per-" WHEN USED THE MIN. WOOD BUCK 1-1 j4" M{N. EMBED tNTO CONC. OR_MASONRY rn •�• ••�•,• K _ = DEPTH SHALL BE 2%. THE USE OF • W_ 3 ,t7 � • • Q i DEEPER OR BEVELED WOODBUCKS IS DIRECTLY INTO CONC. OR MASONRY O �, e e e e e e M i m PERMnTED. 1=1/4"_MIN. EMBED INTO CONC. OR MASONRY d G3:06•� • ILI- 914 15 OR SELF DRILLING SCREWS (Fu=74 KSI, Fy-58 KSI) o M INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") U i i W ii INTO METAL STRUCTURES I ! STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ! ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.) i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) UomI � gn ii PRODUCT REVISED TYPIC EDGE DISTANCE c N B complying with the Florida INTO CONCRETE AND MASONRY = 2-1/2" MUd. - o w i E7 Bui[din Codde Noa-No. 15-0929.13 INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 3/4" MIN. o o r + Expiration Date 0912212020 h z z M9 I WZ By WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. r r a Miam-D d oduct Control CONCRETE AT HEAD. SILL OR JAMBS f'c 3000 PSI MIN. y a „, LO W1 I i C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMES f'm 2000 PSI MIN. o °' o N 0 o w v Q S •� SBu � o ' w3 f WEEPHOLES: 00 a w 1, g p W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH ``,ttlll111i1j., 0 r IEND WITH PLASTIC COVER ��`��,A1� W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END `�� •'•• OElVSF'•••. r• _ 'y e e as - a W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END = Zug :_ s • 9 n 4 4 Q a r '� • R •9. V 8, ,� ..a e e ... • . � • EDGE LST `� a a 1 " TYPICAL ANCHORS , j �'8 I TYPICAL ANCHORS ®•�•. AiEOF r ty` drawing no. SEE ELEV. d SEE ELEV. Q i OR1UP:•'• ® � WOOD BUCK FOR SPACING FOR SPACING �� 1 209 / � ��` W10-181 sheet 5 of 11 FLANGE & FLANGE ADAPTOR FRAMES M _ �0 1/4` MAX. BUCK WIDTH 1/4' MAX. o SHIMS SHIMS -� VENT WIDTH VENT MOTH Z -TYPICAL ANCHORS FLANGE ADAPTOR FRAME h SEE ELEV. FOR SPACING ` t J O 1/2" TYP, d ILCL ��✓✓� C �� cal _ 1 1/2 .: aaca 1 1,%4 _ _ F-WOOD0 'eta u~i �..—SCREENS OPTIONAL - --. :. _.. _.._.._.._.._....._..�o UCTUR Q a 'L 1 B J WOOD BUCKS Q + XOX LAYOUT EXTERIOR TYPIC ANCHORS SEE ELEV. 2 FOR SPACING MIAMI-OADE COUNTY •+•a' APPROVED MULLION • U .4. sees:* do MULLION ANCHORS O • r- • rs 4141 SEE SEPARATE NOA • a' • BUCK WIDTH BUCK WIDTH ++n '1000••••• O ALTERNATE E3 • • • p 4141•••• • O �;••� • SWEEP LOCK • ••0 0 OPTIONAL TO • • 0 4141••• !r lI 21 SPRING LOCK C S�:�•�� ••�••• I11 4141 ® O F-N v •0 SB In Nw•� •041,8:• To iI II 0 PO q Z I ! 4cn s v 03 I 1 L _J E2 H E4 /TYPICAL ANCHORS SEE ELEV, FOR SPACING B 1/4' MAX. BUCK WIDTH 1/4' MAX. a SHIM SHIMS r c 1 VENT WIDTH o v ` m' (j L) TYPICAL ANCHORSt z z z a SEE ELEV. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 v o FOR SPACING INTALLATfON DETAILS SHOWN ON PAGES 5 ' /4. AND 6 APPLY TO BOTH FLANGE FRAME AND G c 2 41 0 o o pi FLANGE ADAPTOR'FRAMES. > o g o 9 9 METAL STRUCTURE $� - _- _ _ SCREENS OPTIONAL _.._.. - - - - - t -- Ad PRODUCT REVISED =+s as=I Ing with the Florida _ N 7 2 _ E8 \-I BY Building Code E5 EXTERIOR t WOOD BUCKS NDA-No. 15-0929.13 ;' D.L. OPG. a v Expiration Dae 09122/2020 �� ST OF ��: drawing no. XO LAYOUT 4141. B {AN Z p� S ........ ��. W 10--18 Y �•� Miami- Product Control �� I NAL � sheet 6 of i ;� TYPICAL EANCHORS SMETAL TRUCTURE EQUAL_ LE G FRAME - 1 BY FOR SPACING w WOOD BUCK x _ _ __ "_ :t '.• I SEE ELLEANCHORS m Fr---------------� o_ FOR SPACING I I MIAMI-DARE COUNTY APPROVE ... °4 ° '" EDGE DIST.' o I 1 I I °� ...i d- " " °. _� o f g I I MULLION & MULLION AN? I I Q q g e a " x DGE s `h II SEE SEPARATE NOA 11 !• a * m EOG DIST. >_ st �^ I I DGE II P t \ m o \ I DIST. I g a 7 Al 1 O �v', E3 tt w p N �f \ TYPICAL ANCHORS TYPICAL ANCHORS IL O G SEE ELEV, 0 93 SEE ELEV. FOR SPACING FOR SPACING Z C i EQUAL FRAME CAN BE INSTALLED DIRECTLY j 1 INTO OD, CONCRETE OR METAL STRUCTURES Q m TYPICAL ANCHORS OUT THE NEED OF A WOOD BUCK. SEE ELEV. FOR SPACING ^ 2 3/8" MIN. H ••q jl 1/4" MAX, BUCK MOTH • i. HIMS 1 ` • C • 1 •El • t D osn4 GOOD** 1 " 0 C3 ° a 2-3/8" MIN. • p wWi i •OG•D • It CL C � i 1 1/�w • 1-D � •GiGG (IlO•G• �� • • •GOOD• O z I— w i N r U14 •09000 RA 0 405 WHEN USED THE MIN. WOOD BUCK C Z _.._. _......_.._ .._ ._..-.. m o .._. DEPTH SHALT. BE 2%" E. THE USP E O MIAMI-DARE COUNTY � �r O w v 1 DEEPER PO ER BEVELED WOODBUCKS IS APPROVED MULLION `n O: W 1 •t �„ & MULLION ANCHORS to (D st E6 SEE SEPARATE NOA00 U NNBUCK WIDTH BUCK WIDTH i TYPICAL ANCHORS t S ELEV. FOR SPACING 1 I rr---17 �1 � N to U) H U i r i it oar= -+t- I Er it - - - _ � 'L' u h gr 1 I —_ __ 3 A1 II } N 4 U a�' h ZD z o o z z x WI M3 o 2 W3 ` C v o w U. 0 B E2 \ N ```t�l{1{I�IIJilIq o PRODUCT REVISED da . as aomplyieg with the Florida a. Building Code 05192 "y> q a 9 d NOA--No. 15-0929.13 EDGE DISF. e ¢ II• II�• v, < .. ° •� 9 2212020 .. a u ° ° Q a � z_Z. ° TYPICAL ANCHORS Expiration Date 0 ! 18 TYPICAL AACHORS $ I SEE ELEV. %®•• ATE OF drawing no. 18Y SEE ELEV. ° FOR SPACING By •• AtORtDA.••' ®�� ` WOOD BUCK FOR SPACING a� Miami a Product Control 14AY � �d� Yr �r jllllil{i1ti�� (sheet 7 of 1 TYP ILLUSTRATIVE DTLS. ONLY SEE ELE1/ crloRs FIN FRAME y.� L) EXT. OR INT. FINISHES FOR SPACING o NOT BY GI 0 gg Zi E11 HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING A.O L v NOT BY CGI #A SMS (FU = 74 KSI MIN.) 9 A2 2 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES p 6R M f3 CAACKJBtING 1 -1/2 MIN. PENETRATION INTO wooD v e 1 o'& ` p IL �+ ! 0 I I! I I � � 1 li Y --• M3 �� •••••• I � uQ'} • Z tj M • j WOOD STRUCTURE 1/41 1 4° MAX. � 0 . • / BUCK WIDTH / :?'14' • •••• IL NOT BY CGI GAP GAP 1. �T :.. ;. .0% a c':a '7 �' 1/2" MIN. 1/2° MIN. .t u7 f\ •••• • 0 O i i z g t t400 _ p ••••• Y •� R ,n . nl ii E2 0 • t cn o • w C) I 13ACKBEO CAULKING Iti i - �i is II 1fa0m IIL oo � i= i= t I _.._ .SCREENS OPT. v 1 a it vl li 1 � tL2zz W2 I M9 E6 HOUSE WRAP NOT BY CGI Wt Ell EXTERIOR 2 to a 2 I W3 ` 000 Ld91 ��tlltrrrrr B 2 E2 BACKBED CAULKING `�� •. ��i `, ••�' N�� PRODUCT REVISED HOUSE WRAP 2 -_ NOT BY CGI as comp with the Florida _ r s b' 10i / g Building CCode � •�_ v m � � i 1 2" ;* c3 NOA-111i 15-0528.13 ., N \ r � Expiration trate 0812212020 ��®•' 3 OF ��`� drawing no. TYPICAL ANCHORS 14AY # 1 Z ,`� oR��P,,••�®��, SEE ELEv. BY .,��!•••. ... W 10-18 FOR SPACING Miami a Product Control ��® 11>�� sheet 8 .of ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI-100 - FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER 0 E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER E3 CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER O E4 CGI--103 - MEETING RAIL 6063-T6 CGI EXTRUDER E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER g N C. E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER 0 4 V E7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER fi E8 CGI-1 07 - 5/16' GLAZING BEAD6063-75 CGI EXTRUDER C E9 CGI-108 - 0.700" GLAZING BEAD 6063-T5 CGI EXTRUDER N E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER !, E11 CGI-110 - NAIL FlN ADAPTOR 6063-76 CGI EXTRUDER Ir It O E12 CGI-135 - TF FRAME JAMB 0 FIXED CLASS 6063-T6 CGI EXTRUDER � ��Q E13 CGI-136 -- TF FRAME HEAD 6063-T6 CGI EXTRUDER 0 z C E14 CGI-139 - TF F JAMB 6063-T6 CGL EXTRUDER Q ii E15 CGi-140 - 1" MUNTIN 6063-75 CGI EXTRUDER Z N E16 CGI-141 - 2.5' MULLION 6063-T6 CGI EXTRUDER •d 2 g E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER Q w C1 2 E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER LE2 CGI-115 - SILL FILLER 6063-T6 CGI EXTRUDER ` • a • CCI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER n • CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER •Y F ••••• CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER CGI-109 -- FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER y00 o ••••• v 60 W 00 0 M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVCLE - • .� : d• • •�: M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - C ••••• M3 CGI-112 30 a ANCHORS EQUAL LEG COVER/SHIM PVC - •� r • •••••• M4 - 0.700" X 0.040" BEAD GE1200 SILICONE SILICONE GE ; C9M � • M5 - 0.700" X 0.040' BEAD DOW 995 SILICONE DOW • O J`SP• ••••s• • M6 - -0 �� m 0.700' X 0.040" BEAD DOW 899 SILICONE oow • • M7 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A Q M8 - - PROTECTO WRAP WATERPROOFING OR EOUIV. - - N O M9 684 - ROLLER TRACK PVC UQ M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON -- M11 W23201 NG -- PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTIIJFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI -Q W W W W M16 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. r u M17 A30730401-32 . 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. PRODUCT REVISED us u 8 as complying Building o e with the Florida 0 u 1 :3 z z z z M18 CGI-132 2PER WD. 2" SASH STOP PVC PROTOTYPE a o 0 0 0 rM2 CGL-111 a FR. HEAD SCREW COVER PVC PROTOTYPE NOA-No. 15-0929.43 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M Expiration Date 0912212020 't !! - VARIES H1-FLO WEEP COVERS PVC AMESBURY OR EQUN C u " B 0 0 0 0 of o Mia - Product Control o $ 0 0 - 2 OR 3 PER CORNER ff 10 X 1 1/4- LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - 43 0 S3 - 1 1/4" EMBED. 8 X 1 1/2" LG. PHL. PH. SMS. FIN ANCHOR SCREW - 1///�� S4 - 4 PER WD. 8 X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW - - �111L1�� o ;. S5 2 PER WD. 8 X i" LG. FH- SMS. ST ST. SPIRAL B. ASSEMBLY - - �� EN S6 - - 6 X 1/2- LG. FH. SMS. ® CGI-133 & CAM LOCK SS - 4 ®M. RAIL 10 X 4- LG. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - 7 2 o o S9 - 2 PER ANTILIFT # 10 X 5/8- I.G. PHL PH. SMS. ST/ST. ANTILIFT SCREW U1-1 L • v e v v i r • . S TE OF .�� drawing no. 14AY 1 1 201 `,° '•,,• oRLDP•'•�®�� W 10-18 sheet 9 of 11 2.440 -2.440---12.113 .065 .490-�-�( 120-�j{� � chi - I! II I! M CJ 1.015 �- �^ 705- 050 fYP. 74�- 050 lYP. Z 2.101 1.550 1.680 m 1.301 I-T 1.361 F g z 2.846 Obs 1.501 .065 1.220 � .8b4 - .864 j� TYP. 2.346 TYP. 1.007 $ t IL L L 050 Ea 5/16" GLAZING BEAD E9 .700" GLAZING BEAD baa L0651 1.3951.155 1.155 YP. -1.449- 1.015 .449 1.015 1.015 Imo- 1.36 8 .745 NAIL FIN ADAPTER E13 FLANGE FRAME HEAD �1 FLUSH FRAME HEAD E4 MEETING RAIL a50� �'1ea3 C � g 1.496 060 1.015 1.015 ham- 1.788 0� 1.4t3 Z 0 Iqj � (N' 1.140 .065 1.140 2 2,264 1 255 M3 FLUSH FRAME COVER M2 SCREW COVER 1.01 1.220 .080 .065 TYP. ----1� 4.430 TV. 3,930 .055 ` ••A 2.685 3.185TYP' in 1.043Goes 3.685 2.885 �_ 4 •� • E5 LOCK RAIL Elg• SILL FILLER �L ••� : ....; 1.788 • 0 W • •• ••••• '065 1.450 • Ld •••••• .180 � � � Vii••. ••i••• 2.440 2.440 .55�^ 050 : h •••s o• �� 2.310 $ N;r:?� ••••:• E22 FLANGE FRAME SILL E2 FLUSH FRAME SILL }.01' 5 .065 },220 •• d -0 t!i•�' "'•• TV. � 0� ~ • • r-2.737 2.737 E23 FLANGE ADAPTOR g c� -0 a 065 .065 1.043 p� U � TV. nP E21 ALT. LOCK RAIL v� 2.505 2. 13 2.505 2.613 1.892 W TV- req 2.195 E20 � o � ur; �' � 1.000 .991 .500 .991 ti C 3.237 2.737 1.015 a o o r3 a z E14 FLANGE FRAME JAMB (MOVING) FLUSH FRAME JAMB (MOVING) =1 z z z l E6 HANDLE RAIL > 0- 1.025 U1.025 2.505 2.505 ENS ��i� i •n 065 TYP. 065 TYP. `� �•,••. �' a - -�-- i.alt5 t.olt5 1.3ss PRODUCT REVISED .7 o as complying with the Florida o , .745- Building Code NU MAJ 1.000 soo 'ate NOA-No. 15-0528.13 1 1.745 1.245 }Q15 Expiration Date 09/2212020 � •.• TATE OF (y� drowing no. By 14AY 1 120 ,,S� •-•.... ��•� W 10-18 t 12 FLANGE FRAME JAMB (FIXED) Et FLUSH FRAME JAMB (FIXED) Q SASH RAIL Mla - de Product Control �7i7�®NA� �� sheet ':p of j 1 _ y.V U S2 v a S2 v � CY 0 p otrr daa zO d �M FRAMES TOP CORNER v • th •� ..•. all VENT T02BOTTOM CORNERS s2 m 60 " •.•• . • • � � � 6666 � -0 (! 18` • 6666• goo • �.o 6666• W N h ' 6640• • 0 �� N up W ® aj o� � F- � W W W LJ t! U V c7 N� L) vo �ao000 o z z z z C2 odd_{ o CU O W la (! • i`��I►rrir�� r FRAME BOTTOM CORNER Af � e �� .• PRODUCT REVISED as complying with the Florida Building Code m ,� HOA-No. 15•-0929.13 Expiration Date 09/2212020 ��® TXE OF .�� drawing no. Ric N.•'• �� FIXED M . RAIL CORNER Miaml-D Product Control 14AY 1 1 201' ••••�„ �\, 10-18��' 8 TG i�"Imill � sheet 11 of 11