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WS-16-993 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8872 Inspection Number: INSP-259561 Permit Number: WS-4-16-993 Inspection Date: May 24,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: HYDE, MARK Work Classification: Window/Door Replacement Job Address:41 NE 107 Street Miami Shores, FL Phone Number Parcel Number 1121360070360 Project: <NONE> Contractor: THE COMPANIES OF R&S INC Phone: 305-256-6666 Building Department Comments REMOVE AND INSTALL NEW 12 WINDOWS AND 2 infractio Passed Comments DOORS INSPECTOR COMMENTS False Inspector Comments Passed CREATED ASR SPE TION FOR INSP-256845. 4J)'fl f $. Failed El Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid For Inspections please call: (305)762-4948 May 24,2016 Page 1 of 1 -- -� 3 � J � � � �. � � s� a as a nF E Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 �� t Ley`�€ L , 3 i i•�' Expiration: 10/19/2016 Project Address Parcel Number Applicant 41 NE 107 Street 1121360070360 Miami Shores, FL Block: Lot: MARK HYDE Owner Information Address Phone Cell MARK HYDE 41 NE 107 Street MIAMI FL 33161- 41 NE 107 Street MIAMI FL 33161- Contractor(s) Phone Cell Phone Valuation: $ 22,300.00 THE COMPANIES OF R&S INC 305-256-6666 .Y_ _... _. w...,. �... Total Sq Feet: 54 Type of Work:REMOVE AND INSTALL NEW 12 WINDOWS A Available Inspections: No of Openings:14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $13.80 DBPR Fee Invoice# WS-4-16-59400 $3.60 04/22/2016 Check#:51718 $249.00. DCA Fee $3.60 $50.00 Education Surcharge $4.60 04/13/2016 Credit Card $50.00 $0.00 Permit Fee $240.00 Scarkilig Fee $15.00 --y Tectgoiogy Fee $18.40 Ta"l: $299.00 Ir> ibnsideration ofh ofthe issuance to me of this permit, i agree to perform the work covered hereunder in compliance with all ordinances and regulations pp.►taining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In ERcepting this permit I assume resp sibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMB MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating d nstruction and zoning. F h ore,I authorize the above-named contractor to do the work stated. April 22,2016 Authorized n re:Owner / Applicant / Contractor / Agent Date '`Building a artment Copy April 22,2016 1 Miami ores Village 9vo Building Department APR 13 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY- INSPECTION UNE PHONE NUMBER:(305)762-4949 FBC 20N s BUILDING Master Permit No.WS,6" qq3 PERMIT APPLICATION Sub Permit No. U BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL D-PLI MBING ❑MECHANICAL E PUSLICWORKS ❑ CHANGE OF ©CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 41 JA F ID-1 ST City: Miami Shores County: Miami Dade Zio: 551(0 Folio/Parcel#: 11 • 21 NQ -W1 • h?)U 0 Is the Building Historically Designated:Yes NO _ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Mar V- 14`f r)P Phone#: "?$(n•T11 -W-79 Address: 41 Nf. '10i S+ city: Miami ,!OrmS State: 'R_ Zip: &3L 1121 Tenant/Lessee Name: _A/� Phone#: "7 U-rn• Email: nlalrW hsi Cie 6.) ant,• Co,n'm NC Carl17,owds vP4,95 ZA1, CONTRACTOR:Company Name: Phone#: �!�f' o•(0I0(D(n Address: D 10 S-W 12Q —Thrina P. City: M[Qm i State: ]E Zip: ?T)1?l0 Qualifier Name: Phone#• 9tilGtOL2 State Certification or Registration#: 1 Certificate of Competency#: DESIGNER:Arfbit�c/Engineer:H 1100& 0� Amo Phone#: 3&d-2APV-8t cis L-D Address:ZJAOJ.c�S�Tr7iL 2Z O City: t*W4 State:)C-L Zip: Z3173 Value of Work for this Permit:$ $O c?on Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: QD1Y1n1. ugi OMNI-bA ftb nam 1 1AIin o'k.)s ow�ftxs Specify color of color thru tile: Submittal Fee Ss `&P Permit Fee$ �� CCF$ '� ` CO/CC$ Scanning Fee$15 Radon Fee$ DBPR$ Notary$ Technology Fee$ 1 9 - 9 6 Training/Education Fee$ "t a E)C) Double Fee$ Structural Reviews$ Bond$ C l� TOTAL FEE NOW DUE$ "T (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application Is hereby made to obtain a permit to do the work and-installations as Itiftated: 1certify that no work orThstailation 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is Issued. In the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. IASignature Signature � OWNER or AGENT CONTRACTOR The fofegaing instrume t was acknowledged before me this The/4:v instrument was acknowledged befor a this f!St day of I .20/(o .by / day of 2 U"Ia v..—Al ,who is personally known to S c�Vl do )6n�'1 ,who ersonaily known to me or who has producedn,!J ,SSW / as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sfgn: 44k Sign• 4�f Print: Ufia rZZ Print: I-(Seal: ' `r Z Seal: ao•,; LAURA HERNWEZ �a.•••• � IAIA#A MY COMMISSION#EE 864425 * * MY COiIhiISSD1+10 EE 8844 EXPIRES:January 10,2017 m, EXPIRES:January 10,2017 q ��O APPROVED BY Plans Examiner Zoning_ Structural Review Clerk (Revised02/24/2014) 000009 Lacl � x` AM E OWNt$#i' SEC TVft OF B Ulc er s} r %C016714. _r 4 FAre�TAX �,RececCOWMN OF R&SINC THS GENSAL BIJ >$�4 cols7t 5.00 4;04715 . REDITCRD-15- 4094 Tbis iaeas T t eei on Pay �. �i x the RaNi rm all ��r �cet ,�at�e iHc�l°mitw6�cft' " �l�e� 7 �teare�li�nemal RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY , » S T TI=.C?F fL—R�A D PARTMENI'C-UI=SVOIN S A ICI 2t ',�S1Q1dAL.Rf`GI�LA1`fftAl „ C81�STRUC77 Ilil@lIS 1'FT Lf1yEA1�fNGCR@ E F��i1873t1 ... G s1,.4 4 Gl yNgRA .• NTR> ACTDR Ai 1 .,._ ,> .0 5v q• " ��MLitV tE D . 3 t ntt ' kl arM ont cif. h"ter 48th FS ESt�ili� ra ciao: AIG 31,2016 P 4 5 n d'xy yr d„ yf T [�• b SL' i +."4 fi L • i i • .d'��' '" r^ .,K�` `s..., „ ,�,. 1. ,'"�'' a � k;a y a tt ,� CONTRACT# I® Date: 03/24/16 Sk-gre 1954 Delivery Is Included on this contract 8715 SW 129th Terrace,Miami FL 33176 PH:305-256.66661 FAX:305-258-6700 E-mail: mpress@rscompanies.com Billing Name: Mr.Mark Hyde Attn: Mark Hyde Billing Address: 41 N.E.107 Street Home: City:_Miami Shores,FI. Zip: Office: Job Name: same as above Cell: 786-877-3079 Job Address: Fax: City: Zip: E-mail: markdhyde@aol.com All Windows&Doors Handing are viewed from the outside! - Furnish&Install CGI Sentinel Windows&Doors White Frames&Clear Glass. $ - Subject to revision with changes or corrections. $ - Stucco Patch,Drywall Patch,NEW BUCKS Included. Atfr/ .,.-_ $ - Permitting,engineering &applicable fees are to be charged at cost upon receipt, fv" 54"W $ r o - plus$250.00 directly to YGRENE as Add-on. Sub Total: $ Paint by others. ,,,p Initial(Deposit: 50% $ 12,891.24 1='ES'I�t�fc`6WWCDt6RHNbUbED Ar P�91,, Product At R&S: 40% $ 10,312.99 YGRENE Program:We remove,patch and keep shutters.We remove and plo bars. Final Payment: 10%J$ 2,57824 All custom,made to order products are non cancelable,non returnable and non refundable once order Is placed. NO 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 waft,doors,sms,window,treatments or alarm systems caused by the removal of windows,doors or shutters.Now construction jobs perirnetercaulking Isdone byOthers. Heats&'englh WININinatedgiMMYshowStgns°1►vavhmm •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 rot paid when due,Interest at the highest legal rate per annum shall accumulate on the total amount remaining due. Ali coats of collection shall be pale by the customer indudirg reasonable altomey's fess. •Title to materials delivered and/or installed pursuant to the order shell remain In the name of THE COMPANIES OF R&S Inc.undi same is paid in U.and the purchaser waives all right to homestead and other exemption under state law applicable. 'Finish color Is NOT an exact match.(Ftrdsh color Is as similar as possible.) •THE COMPANIES OF R&S Inc.shall not be responsible for delay In delivery resutdng from strikes,labor diffirudles,fire or other casualty.or any causes whatsoever beyond Its 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 dents by building department,Including but rot limited to new bucks and poured cells are not inducted and at extra charge. •R&S will not be fable for arty engineering cost that may be truaned for any reason. •The use of these products may not be In compliance with your kxul building codes. Correct usage of this product to be determined by an architect or engineer, Check with you local building offlclal for final usage. •WARRANTIES:THE COMPANIES OF R&S Inc.wanandes their labor for one(1)year. Our manufactures supply their own wanandes. •Customer has received of 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 HOMEOWNER/CONTRACTOR TO PROVIDE ACCESS TO THE PROPERTY FOR ALL INSPECITIONS AND MUST BE AVAILABLE FOR PERMIT INSPECTIONS AT THE JOBSITE •Contract price does not Inctude Installation,permit fees,or delivery unkcss stated herein. •Balance for materials will be due within 10 working days upon their arrival 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 contract! No verbal discussbrre nor alleged or assured salesman's promises will be honored unless ststed herein. •Acceptance of this contract subject to review and approval by an officer of THE COMPANIES OF R&S Inc. Purchaser's Signature: ? "4d ;DW" Salesperson: PLEASE READ BEFORE SIGNING Accepting Officer of R&S Inc. 3/24/2016 2:36 PM 1 Coversheet Hyde 3242016 ` CONTRACT# Salesperson: Michael Press County: Miami-Dade Shce 1954 Delivery is included on this contract Talo r* 8715 SW 128th Terrace,Miami FL 33176 Quote PHONE:305-256.6666/FAX:305.256-6700 Email: mpress@mcompanies.com r Contmact BILLING NAME: Mr. Mark Hyde ATTN: Mark Hyde BILLING ADDRESS: 41 N.E. 107 Street HOME: CITY: Miami Shores, FI. ZIP: 33161 OFFICE: JOB NAME: same as above CELL: 786-877-3079 JOB ADDRESS: FAX: CITY: ZIP: E-MAIL: markdhvdeftgoi.com MANUFACTURER: CGI Sentinel Windows&Doors GRILLES: no FRAME COLOR: White SCREEN: yes GLASS TYPE: Clear Glass ann/ann JAMB: MARK QTY TYPE HAND SIZE/DESC.(Sizes Width x Height) 1 1 CGI Package of CGI Sentinel Windows&Doors White Frames 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 THE COMPANIES of R& If not accepted within 30 days. , k", U,— CU O GNA Including Material,Labor&Taxes: 82. *ZL►3vy�e� ,RAI 3/24/2016 2 Quoter Hyde 3242016 Page 1 of 1 . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... SITE SPEGIFIG WINDLOAD GERWICAT6• AL-FAROOQ • • • •• •• • . . . . . . . . . .. CORPORATION : : ••: 9360 Sunset Dr. *STE 220 1 Miami, FL 33173 1 T. 305.264.810901 f.:395,?-6 W!1;,97r•1 •%0*w.afceng.corn � alfarooq@&fceng.com ••• • • • • •• • Project Number: 20372-1361 Date Requested: 3/30/201612:43:35 PM w Client: Jose Eduardo Perez Mailing Address: Jose Eduardo Perez 1735 SW 8 St#17 1735 SW 8 St#17 Miami, FL 33135 Miami, FL 33135 Project Address: 41 NE 107 STREET Job Name: MARK HYDE RESIDENCE MIAMI SHORES FL 33161 41 NE 107 STREET MIAMI SHORES,FL 33161 x -- ? Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10&2014 Wind Speed 175 mph FBC. Risk Category 2 Building Classification Enclosed Exposure Category C Trib.Area(ft 2) Zone 4 Zone 5 Roof Type Sloped 10 k;40.1 1 -43.5 +40.1 1 -53.6 Mean Roof Height 15.00 ft ZONE 4O 010%OF LEAST HORIZONTAL DIMENSION Elevation of Opening 15.00 ft ZONE 5D HEIGHT'H'FOR SLOPED ROOF 18 THE MEAN ROOF HEIGHT Least Horizontal Dimension NIA H Directionality Factor(Kd) 0.85 . Velocity Pressure Coefficient(Kh) 0.85 Velocity Pressure Coefficient(Kz) 0.85 d d Topographical Factor(Kzt) 1.00 d 'Oro 1 Velocity Pressure(Qh) 56.6 psf Valid Only with Engineer's Seal Velocity Pressure(Qz) 56.6 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00,-1.40 r Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads 81 converted to design loads as per 1609.1.5 of the FBC by 41 0.6 multiplication factor. ©2016,Copyright AI-Farooq Corporation CAN(EB)#3538 3/30/2016 �" *•• •• WINDOWIDOORSCHEDULE u • s • w • • • • • V. 141nee� 1l�4 • • • • • • • + • PROPERTY OWNER MARK HYDE RESIDENCE PROPERTYADORESS: 41 NE 107 STREET MIAMI SHORES,FL 33161 DATE: 04/01/16 OPENING DESCRIPTION OF UNIT PRODUCT FRAME MASS• • • 0joA lrlESg1401619 PIE88UR8 OPENING MULLION ROO UtU.LWN &Unl= SHUTTER REG IMNDOWWDOOR TYPE ACCEPTANCE NO. COLOR TYPE IMPACT COLOR WImIDiiiB it)NSF i N lie m PSF •(-)PSF SIZE YIN NCA SEE VIN W-1(2) 120 HORIZONTAL ROLLER OXO(O 15-0512.05 WHITE FLANGE YES CLEAR. 84LaW 802 40.20 1440.910 53.8 58X55 YES 14.1103.09 1%2'/x58 N W-2 120 HORIZONTAL ROLLER OX 15-0512.05 WHITE FLANGE YES CLEAR 5116'LmN 05 -ft 40.1 53.6 7448 NO N W3 238 PROJECT OUT O 15 1221 WHITE FLANGE YES CLEAR 5118'Land 110 436.8 40.1 43.5 21X37 NO N W4 120 HORIZONTAL ROLLER OX 16-0512.05 WHITE FLANGE YES CLEAR 5118"Lams 85 -65 40.1 53.6 3748 NO N W-5 120 HORIZONTAL ROLLER OX 18-0812.05 WHITE FLANGE YES CLEAR 5M(r Land 85 -05 40.1 -43.5 37x36 NO N W-0 238 PROJECT OUT O 154MI221 WHITE FLANGE YES CLEAR 5118'LmN 110 -138.8 40.1 43.5 22X38 NO - N W-7 120 HORIZONTAL ROLLER OX 15-0812.05 WHITE FLANGE YES CLEAR 5118'Lurid 65 -05 40.1 43.8 37X58 NO - N W-8 120 HORIZONTAL ROLLER XOX 18-0812.05 WHITE FLANGE YES CLEAR 5/16'Lmrd 61.6 -01.6 40.1 -83.6 77x55 NO N W-9 120 HORIZONTAL ROLLER XOX 15-0812.05 WHITE FLANGE YES CLEAR 5116'Land 61.6 -61.6 40.1 43.5 77x55 NO N W-10(2) 120 HORIZONTAL ROLLER OXMO 15-0812.05 WHITE FLANGE YES CLEAR 5118'LOW 602 -002 40.1 -53.6 58X55 YES 14.1103.09 130hXd58 N W-11(2) 120 HORIZONTAL ROLLER OXIXO 15-0512.05 WHITE FLANGE YES CLEAR 8116"Lama 802 -002 40.1 -53.6 5ws YES 14.1103.09 1XV546 N W-12(2) 120 HORIZONTAL ROLLER OXO(O 15-0512.05 WHITE FLANGE YES CLEAR 5118'Land 602 -002 40.1 43.5 56X55 YES 14-1103.09 1x2'iix68 N D-2 16D SENTINEL DOOR OXXO 14.1015.04 WHITE FLANGE YES CLEAR 17mrLow 80 -00 40.1 43.5 94x95 NO N D3 160 SENTINEL DOOR XX 14-1015.04 WHITE FLANGE YES CLEAR 7/18'LmM 80 -00 40.1 53.6 72X83 NO N Contdentlkd JOSE E.PEREZ pop 1 Pmfimg Combator MIAMi• MIAAMI—DADS COUNTY,FLORIDA 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.mlamwede.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 by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHI(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 120"Aluminum Horizontal Slidin Window--L.M.I APPROVAL DOCUMENT: Drawing No. W10-18, tided "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.IJS.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision "E" 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:Large and Small Missile Impact Resistant LIMITATIONS: Glass lites wider than 36 inch shall have two setting blocks and anti-Lift devises per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AIIVERTISEMENT: 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. 14-0915.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0512. MulurlHMM COtJ 1Y xpiration Date: September 22,2020 �Nlmql fte 1�� Approval Date: August Zara015 D • CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBbUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510.12) 2. Drawing No.W10-18,titled"Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I. /S.M.I.)", sheets 1 through 11 of 11,dated 03/29/10 with revision W'dated 08/04/15, prepared by Al Farooq Corporation,signed and sealed by J'avad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Aix 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 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,DurasealO and Super Spacer® 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. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 20194 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, 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. 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, DunwalOD 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: l) Air Infiltration Test,per FBC,TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202-94 along with marked up drawings and installation diagram of a series "Sentinel" 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) Mame Pe .E. Product Control er NOA No,l 12.05 Expiration Date: September 22,2020 Approval Date: August 20,2015 . 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), prepared by Al-Farooq Corporation, dated 09/05/14, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. 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 12/11118. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass InterlayeW'dated 0619/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and of no financial interest, dated 05/29/14,issued by Al-Faroeq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NDA No. 1"915.07) 2. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15,CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15,all issued by Certified Test Laboratories, all signed and sealed by Ramesh C.Patel,P.E. 3. Testing Proposal issued by the Prbduct Control Section, dated 12/16/14, signed by Jaime Gascon,P.E., Section Supervisor. 4. Laboratory compliance letters for Test Report No. HT"080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No. 14-0915.07, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window- L.M.I., approved on 02/05/15 and expiring on 09/22/20. Manuel erez, . Product C0•E r NOA No.1 .05 Expiration Date: September 22,2070 Approval Date: August 20,2015 E-2 MIAMI•D�ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMMISTRATION DIVISION T(786)315-2590 F(7W 315-2599 NOTICE OF ACCEPTANCE {NOA) Mismidade eov/economy CGI Windows&Door,Inc. 10100 N.W.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 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 AM(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. V this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI 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, DESCRIPTION: Series"160 Sentinel"Aluminum Outswing glazed Doors w/wo Sidelites-LMI APPROVAL DOCUMENT:Drawing No-W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11,inclusive sheet 9.1,prepared by At-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, 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 Limitations: 1. See Design Pressure ratings single and double doors in sheets_1&Z, single sidelite in sheet 3 and door mullion in sheet A.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 2. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement:-Miami-Dade County Product Control Approved",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#13-0226.06 consists of this page 1 and evidence pages E-I&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1.Chanda,P.E. NOA No. 144015.04 MUM Expiration Date: August 08,2018 t Approval Date: August 13,2015 Pa f i CGI Windows&Doors.he. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of I 1 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#13-0226.06) 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(+50.0 PSF,sill S-I only) 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 24113.2.1,TAS 202-94 :Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American gest Lab of South Florida,Inc.,Test Report No.ATLSF-1218.01-12 dated 02/11/2013,signed and sealed by Henry Hatem,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 manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab.,Test Report No. CTLA 3056WC(sample#3)dated 04/16/2015, signed and sealed by Ramesh Patel,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5th Edition),prepared by Al Farooq Corporation,dated 10/06/2014,05/19/15 and last revised on AUG 04,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMR-1300-02,-04 and 2009. 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 Sentry Glass®Interlayer",expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231-10 issued to Eastman Chemical Company(MA)former Solutia Inc.for "Saflex clear&color glass interlayer",expiring on 05/21116. 3. Notice of Acceptance No. 12-1231-08 issued to Eastman Chemical Company(MA)former Solutia Inc.for "Saflex CP-Saflex&Saflex HP composite interlayer w/PET core",expiring on 12/11/18. F. STATEMENTS _ 1. Statement letter of conformance to FBC 2014(5*Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters,as part of the above referenced test reports. G. OTHER 1. This file NOA revises#13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12116/14&#12-0553,dated 04/2t5/1!2 approved by RER. Ishaq I.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August I3,2015 E-1 MIAMa0. MIAMI-DADE COUNTY 9=1PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Suet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(790315-2590 F(780315-2599 NOTICE OF ACCEPTANCE (NOA} www.miamtdadeaovreconomv CGI Windows and Doors,Inc. 10100 NW 250'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 by the Authority Having Jurisdiction(AHI). 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 Includmg the )Woei&Hurricane Zone. DESCRIPTION:Series"238"Aluminum Pro ect Out Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W99-04,titled"Series 238 Alum.Project Out Window",sheets 1, 1.1,.2, 3,4, 5, 5.1,b and 7 of 7,dated 01/21/99,with revision I 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: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-Dads 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. followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0915.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0512.21 t 1�AAAE C01JN Expiration Date: October 31,2018 L� �l, �ttj Approval Date: September 17,2015 Y, Page 1 , CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted raider NOAAIs No. 96-0717.04 and 99-0329.02) 2. Drawing No.W99-0421itled"Series-238.A1um.Project Out Window",sheets 1, 1.1,2, 3,4, 5, 5.1, 6 and 7 of 7,dated 01/21/99,with revision I dated 04/10/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Dumseal(M and Super Spacer(W insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CI'LA.--3056 WA,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: l)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,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. 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 maiked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super SpacerO 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: l)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along tuft m project-out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. BTL-0080-0301-07 and HTL-0080-0905-07, dated 08/08/08, all signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No. 08-1010.03) Mamie er Product Controlmin r NOA No.15-0 1 Expiration Date: October 31,2018 Approval Date: September 17,2015 E-1 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(corrr m n) 5. Test reports on: 1)Large Missile Impact Test per FBC,TATS 201-94, 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum project-out window,prepared by Hurricane Engineering&Testing,Inc.Reports No. HETI-08-2143, HETI-08-2144, AETI-074298 and HETI-074287, dated 06/27/08 and 07/17/08,all signed and sealed by Candido F.Font,P.E. (SubmiUed under NOA No. 48-1010.03) 6. Test reports on: l)Air Infiltration Test,per SFBC,PA 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum casement, project-out and fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. F11-1055 and FTI.-1019, dated 10/18/94, signed and sealed by Yamil Kuri,P.E. (Submitted tinder NOA No. 9(,-0717.04) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94, 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 09/08/96 and 12/23/98 respectively,all signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOAAIs No. 9b-07'17.04 and 99-0329.02). C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition(2014),dated 09/03114,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. .14-0915.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami--Dade Department of Regdatou and Economic Resources U=. Mam�el Per Product Control E am r NOA No.15-fl .21 Expiration Date: October 31,2018 Approval Date: September 17,2015 E-2 I CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Giass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. 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. 3. 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. 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-5th Edition(2014),and of no financial interest,dated 09/03/14,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0915.08) 2. Laboratory compliance letters for Test Reports No.HTL-0080-0301-07 and HTL-0080-0905-07,issued by Hurricane Test Laboratory,Inc.,dated 08/08/08, all signed and sealed by Vinu J.Abraham,P.E. (Subinined under NOA No.08-1014.03) 3. Test Proposal for the qualification of Butaclte@ PVB glass interlayer by Kuraray America,Inc.,as well as Duraseal®and Super SpacerO Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by RER,Product Control Section,signed by Jaime Gascon,P.E.,Supervisor,Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0915.08, issued to CGI Windows & Doors for their Series "238" Aluminum Project-Out Window - L.M.I. approved on 02/05/15 and expiring on 10/31/18. manuil PP. . Product COMMm19iner NOA No. 15-0512.21 Expiration Date: October 31,2018 Approval pate: September 17,2015 E-3 MIAMOO WHAM-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,Room 208 BOARD AND CODE ADAM41STRATION DIVISION T(786)315-2590 F(786)31S2599 NOTICE OF ACCEPTANCE (NOA) .°►i°�ia°ae•g°�iec°°°°►I 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 by the Authority Having Jurisdiction(AHI). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHI(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code inclH!ft the Hi&Velocity Hurricane Zone. RSCRUMON:Series"Sentinel"Unclipped,Extruded Aluminum Tube Mullion-Ld%LL APPROVAL DOCUMENT:Drawing No.M10-01,titled"Series Sentinel Unclipped Alum.Mullions", sheets 1 through 7 of 7,dated 04/02/10,with revision C dated 02/25/15,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: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 ofthis 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 and renews NOA#11-1031.07 and consists of this page 1 and evidence pages E-1 and 133-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-1103.09 Haag C ri /� Expiratiou Date: September 22,2020 I�i �� Approval Date: March 05,2015 . �f,°� Page 1 • e CGI Windows&Dooks NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M10-01,titled"Series Sentinel Unclipped Alum.Mullions",sheets 1 through 7 of 7,dated 04/02/10,with revision C dated 02/25/15,prepared by Al Farooq. Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory,LLC,Test Report No. HTL-0080-0303-11,dated 03/24/11,signed and sealed by Vinu J.Abraham,P.E. (Subaditted tinder NOA No.11-0330.22) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory,LLC,Test Report No. RTL-0080-0301-10,dated 03/30/10,signed and sealed by Vinu J.Abraham,P.E. (,Submitted raider NOA No.10-0510.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition(2014),dated 09/23/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Malkuel PprdC P.E. Product Control Eyaminer NOA No. 41103.09 E.�cpiration Date: September 22,2020 Approval Date: March 05,2015 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5u'Edition(2014),and of no financial interest,dated October 4,2014,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.HTL-0080-0303-11,issued by Hurricane Test Labor&tory,LLC,dated March 24,2011,signed and sealed by Viou J. Abraham,P.E. (Submitted under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report No.HTL-00$0-0301-10,issued by Hurricane Test Laboratory,LLC,dated March 30,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-01034) 4. Proposal No.09-1942 issued by BCCO,dated November 05,2009,signed by Manuel Perez,P.E. (Submdtted under NOA No.10-0510.14) G. OTHERS 1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows and Doors for their Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on 01/12/12 and expiring on 09/22/15. Manuel P ez, .E. Product Control Xpidiner NOA No.14-1103.09 Exptratton Date: September 22,2020 Approval Date: March 05,2015 E-2 • 'ALL NEW WINDOW SHALL MEET EGRESS REQUIREMENT AS PER F.B.C.2014 /,t� �.vl' � o® • ALL NEW WINDOW&DOOR SHALL `" RiR941 ",'�. � ,,gPSF COMPLY WITH SAFE GUARDS REQUIREMENT -5" AS PER F.B.C.2014 Mw AS �. uu " z a-- ¢ c w Ui J 1,11211,7 r G U- low �s rt w Z:_ 0 r ' c : v � MARK HYDE RESVENO Z D 41 AIE 107 STREET 83708J � ARAM SHORES,FL 38161 ox d P8F*4LV 4&8 F' 0O — COUNTY and CrrY-.z MkinkDade County 0,2881ELRE8 3 f L! — Z Adaint Sham 12M AMS%ER BEDROOM � I L C� L FOLIO.n-2136.007. LM 7cowwDrawn bZ •4U PAF Sas PW Vs NF*4W-= ao�ia�ale o4 nm Jose EduWdo Pww �„ CEI`V + Penning Spechdist --- --- --- -- APR 1Emm.3 ZQ • ry//dDM:.. . • FAM9.Y ROOM D ROp�y KITCHEN BATH e• • Wx d• •xwc • I .m v ' f not":' . --- --- --- IPW than y '71101/be r&.. • h� �J 1, Y�. F • --- --- --- -, ' kms' d26"and 3 4_ X he"shad not be W-3 I >, • • dean 24" %e e o: PO 81x87 BATH ` ' bOKOJIPO�dIe e • PW•4=38 6 opening ItOt be More than 44"above finished fbbor iRUAL N P=&-14.120M S em. Notes: � I Remove and Replace ax BEDROOM 741= Al LIVING ROOM xlsdng windowstdoors > SD:Single Door eon IY DD: Double Door ENM SGD: Sliding Glass ~ I N"* Door • FGD: Fiberglass Doo • SH: Single Hung sTMCM M 0 HR: Horizontal Roller TO1 " • CSMENT: Casement FIXED: Fixed D-1 semAVALM O7= ox= NM-34- PO: Project Out O K S PBF*4=49 8 � `1i MW*154MUM NM-154= ST: Store Front BORM STMCMUM TOROMM A 1 N.T.S. 'TYPICAL, ELEVA00N 441 110 V FLANGE WIDTH BUCK WIDTH g" r26 /8 5 4/2" 26 5/8" �40" MAX. X. MAX. 40" MAX. MAX. Z HEAD/SILL MTG. STILES HEAD/SIL HEAD/S MTG. STILES HEAD/SILL MW 5 5 5" � y 5" 8 0 • 8 ME c�i a m O v II 11 ii n E II F jj F E1 II F jj F ja 11 ON Illy J S 204 0 in 6 4 111, 1 in B D 11 B4 11 5 5 II 7 II -�aI fTr v3 oNi i 1 1 1 FALSE MUNTIMS FALSE MUNTINS (SURFACE=ED)-/ 32 7/8" 32 7/8" ADDL ANCHORS (SURFACE APPLIED) 32 7/8" 32 7/8" t/A7�TA DD ANCHORS ^ AT CENTER OF LITES & MTG. STILES OPTIONAL CENTER OF LITES & MTG. D.L. OPG. D.L. OPG. AT HEAD/SILL D.L. OPG. D.L. OPG. AT HEAD/SILL 0 w`' W •� 363/8- SEE MOTE (•) 8" SEE NOTE ON SHEET 2 ON SHEET 2 36 3 VENT WIDTH VENT WIDTH (,} • �j •• •••••• • av •• •• FLANGE & FLANGE ADAPTOR FRAME QUAL LEG FRAME 6-R:$ ••••:• in • �i 0 A �•••• � W-1(2),W-2,W-4,W-5,W-7,W-8,W-9,W-1 0(2),W-1 1(2),W-1 2(2) o ap .ego, ..... BUCK WIDTH "� • 5 1/2" 13 5/18" •• 0 c •••••• • MAX. 5" MAX. MAX. •• 0�� •• HEAD/SILL MTG. STILES 5" MAX. HEAD/SILL • IDJ • V •••••• $ MrG. STILES SERIES SENTINEL 120 oD� ,v • ALUMINUM HORIZONTAL SLIDING WINDOW ' iA 1 • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER �2oG�Q � a CHARTS SHOWN ON SHEET 3. UY ii Proditctt7rMiro o E2 ii F II F APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATI S u 8 6 N 6 �. OF H.R./H.R. OR HORIZONTAL ROWNG WITH OTHER MIAMI—BADE COUNTY v 9 911 M BRI=M NDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS $ $ $ N = M o LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL tO tn a ii WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS ap �tf " INSULATING I.AM. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �' a g g -- ----- it REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT c a u o W HURRICANE ZONE (HVHZ). SMALL MISSILE IMPACT ARN WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o • " 8 11 LOADS TO THE STRUCTURE. Ertgr. JAVAD AHMAD I o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS C►�. iv EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SCAN 70592 0' FALSE MUNTINs ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE (SURFACE APPLIED} 32 7/8" 32 7/8" NOT PART OF THIS APPROVAL. -dillRUW1 D.L. OPG. D.L. OPG. A LOAD DURATION INCREASE IS USED IN DESIGN-OF ANCHORS INTO WOOD ONLY. 2�� drawing no. 1 36 3/8" MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT VENT WIDTH ME �CTWTIOsDISILARMATERIALS SH&L MEET THE W10 -18 FIN iEMoAT CODE. sheet 1 of I D DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF o (10 OR Ox SIZES) (XOX SIZES) (XOX SIZES) FLANGE D11118. BUCK DIMS. GLASS TYPES 'A'&'Al' GLASS TYPES VA%L' FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'AL' GLASS TYPES 'B'&'81' FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'Al' GLASII TYPES 'B'&'Bl' o WIDTH I HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT wim HEIGHT EXT.(+) INC(-) EXT.(+) iNT.(-) WIDTH HEKWT WIDTH HEIGHT EXT.(+) W.(-) Exr.(+) INT.(-) Z � 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 74' 73' 65.0 65..0 80.0 90.0 74" 73' 85.0 65.0 80.0 90.0 37" 26' `� 25" 65.0 850 80.0 80.0 108-1/4- 26` 105-1/4" 25' 65.0 65.0 80.0 90.0 106--1/4" 26" 105-1/4' 25" 65.0 65.0 80.0 90.0 a 53--1/8" 52-1/8° 65.0 65.0 80.0 90.0 lit" 110' 65.0 65.0 80.0 90.0 111° 110" 65.0 65.0 80.0 90.0 V 74" 73' 65.0 65.0 80.0 90.0 74' I 73' 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 25-1/2" 65.0 85A a�.0 80A 106-t/4' 38-3/8° 105-1/4" 37-3/6' 65.0 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 D W-4,W-5 " 36' 0 65. 80.0 80.0 111" 110" 65.0 65.0 80.0 90.0 111" 110" 65.0 65.0 80.0 90.0 38-3/e" 37-3/8- 53-1/8" 52-1/8" 85.0 85.0 811.0 90.0 74' 73' 65.0 65.0 80.0 90.0 74" 50-5/8" 73' 49-5/8' 85.0 85.0 80.0 90.0 A W-2 74' 73' 0 85 80.0 90.0 106-1/4' 50-5/8" 105-1/4" 48-5/8" 55.0 65.0 80.0 90.0 74' 63' 73- 62" 65.0 65.0 80.0 90.0 2 25-1/2` 65.0 65.0 80.0 90.0 111' 110' 55.0 65.0 80.0 90.0 37° 36" 65.0 65.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90A M a 50--5/8' 49-5/8 - 53-1/8" 52-1/8' 65.0 65.0 80.0 90.0 108-•1 63" 105-1/4" 62' 61.6 61. 78.2 78.2 74' 73" 65.0 65.0 80.0 90.0 111' 1 t0" 60.0 60.0 76.4 76.4 Z " 26-1/2" 25-1/2' 65.0 65.0 SOA 90.0 08-1/4- 63° 105-1/4" 62, - - 80.0 80.0 W-7 37 36" 62" 85.0 65.0-)l80.0 90.0 i11- 110" - - 50.0 90.0 * eeeiii 53-1/8" 52-1/8" 55.0 65.0 80.0 90.0 _ W-1(2),W' 74" 73" �. 74.3 74.3 W_g,�y_9 .� W-11(2),W 2 - - N )74' 63" 73' 8Y 80.0 90.0 m I M *ADDL. ANCHORS REQUIRED AT CENTER OF LJTES AND MTG. STILE ENDS. N Ix t5 •• cq • • Elf OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH •• a•• 000008 'XO OR OX' Q. •• 'XOX' 'XOX' V 0. ...00* W-1(2),W-10(2),W-11(2),W-12(2),W-2,W-4,W-5,W-7 W-8, W-9 • • • j" TYP. BUCK DIMS Jr TWA'. BUCK DIMS ---Duff thms o II ODIICT RUMSED FLANGE FRAME EQUAL LEG FRAME fLME ADAPTOR FRAME wm�� $ I FLANGE DIMS _� (-, FLANGE DIMS 6ir '�9i ade Pin ItC1 ro rA ° d S � $ S mcsmoow _ FLANGE & FLANGE ADAPTORFRAME FEQUAL LEG FRAME Engr -AAD AHMAD CIVIL 14 R& PE 70592 0 STD. MTG. RAIL: H.D. MTG. RAIL: CAN. $ $ LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: -90.0 PSF � u GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION 5 W10-18 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 1:ljl DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSR (KO OR O% SIZES) (KO% SIZES) (XOX SIZES) BUCK DIMS. UMMM TYPES 'A!iVUl GLASS Tn='B'Ik181' BUCK DIMS. GIM TYPIC 'A!eAl' Q=TYPI S 'Nie81' BUCK DIMS. GLASS TYPES 'A'WAI' iilM TYPIC VieBl' o WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT(-) WIDTH HEIGHT EXIT(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EKT.(+) INT.(-) EXT.(+) INT.(-) O p: 25-1/2' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 36" 25" 65.0 65.0 80.0 80.0 105-1/4" 25' 65.0 65.0 80.0 80.0 105-1/4' 25" 65.0 65.0 80.0 80.0 j p 52-1/8' 65.0 65.0 80.0 80.0 110" 65.0 85.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73' 85.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 25-1/2" 65.0 65.0 80.0 80.0 105-1/4" 37--3/8" 85.0 65.0 80.0 80.0 105-1/4" 37-3/8" 65.0 65.0 80.0 80.0 36' 85.0 65.0 80.0 80.0 110" 65.0 65.0 Bao 80.0 110" 65.0 65.0 60.0 80.0 r ,f 37-3/8" Yj 52-1/8" 65.0 85.0 80.0 60.0 73" 65.0 65.0 80.0 80.0 73' 49-5/8' 65.0 65.0 80.0 80.0 73" 65.0 85.0 80.0 80.0 105-1/4' 49-5/8' 85.0 65.0 80.0 80.0 73' 62" 65.0 65.0 80.0 80.0 t7 25-1/2' 65.0 55.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 4 " 36' 49-5/8" 65.0 65.0 80.0 80.0 73" 65.0 65.0 MO 80.0 QQQ a 52-1/8" 65.0 65.0 80.0 80.0 105-1/4" 62' 81.6 61.8 80.0 80.0 3 73' 65.0 65.0 80.0 80.0 110" 60.0 60.0 60.0 80.0 LL a 25-1/2' 65.0 65.0 80.0 8a0 g 36" 62" 85.0 65.0 80.0 80.0 I3 52-1/8" 65.0 65.0 80.0 8a0 73' 60.2 60.2 80.0 80.0 a (1/2W) (1/2W) (1/3 (1/3W) (1/3W) (1/4W) (1/ (1/4W) O O W•• 0 � � / ♦ +� � .♦ � � • ��...� 0000.e . • 1 •0000• OPERATING VENTS TO 8E 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH ' g 12 • e 0 0000. z 'XO OR OX' a„� • 0000. �XOXv OXOX' .• �.r v •0000• • U w-� 0000.. 0000 . • ..0090 BACK OOdS • • Oa- Ga- oo FIN FRAME c m PRIODUCTRBVISOD FIN FRAME A its IQo "" ��Ca5 Engr. JAVAD AHMAD p ar i STD. MTG, RAIL: H.D. MTG. RAIL' P 4 FLA. N.�38�2 LIMIT MAX. LOAD TO ±65.0 PSF UMIT MAX. LOAD TO ±80.0 PSF NOTE: li, GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION W10-18 DECLARATORY STATEMENT DCA05-DEC--219 sheet 3 of 11 1/8" ANN. GLASS 1/8" HEAT STREN'0 GLASS 0750 Interlayer .075" Interloyer Saflex CP With PET Core Sollex CP with PEI' Core A �I BR Eastman Chemical Co.' BR Eastman Chemical Co.' 3 0900 interlayer 090" Interlayer Saflex Clear And Color Glass Softex Clear And Color Glass y� By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR 090" Interlayer .090" Interlayer Kuraray SentryGlos Kuraray SentWas By 'Kuraroy America, Inc.' By 'Kuromy America, Inc.' OR OR 090' Interlayer 090' Interlayer d. Kuraroy Butacite PVB Kuraroy Butacite PVB By 'Kuroray America, Inc.' By IKuraroy Americo, Inc.' 1/8' ANN. GLASS 1/8- HEAT STREN'0 GLASS C SILICONE � SIUCONE z m GE 1200 z m GE 1200 � DOW CORNING 899 g DOW CORNING 899 a \ MI DOW CORNING 995 \ MI DOW CORNING 995 s l ! o a to �a ES M AT 1/4 POINTS ON LITES AT 1/4 POIN'i5 ON LITES _ M7 WIDER THAN 360 W M7 WIDER THAN 36' Ix N SQ O GLASS TYPIC TYPE I p W•• E 'A'_ GL 5/16' NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS 6-4 •••• • • _`*�•• • 99 • •4•p 0999:9 1/8" ANN. GLASS 1/8" HEAT STREWD GLASS •• N M :0900: • Q M • .075- Interlayer .075' Interlayer • • O ....• Saflex CP with PET Core Satlex CP With PEE Core .� Z_ Z • • By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' $ (39.r - • OR OR � v •9990• 1190' interlayer 090" Interlayer • 5 0 :0. Soflex Clear And Color Glass Sotlex Clear And Color Glass •By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' U •g •••••0 OR OR • :•.••: 1/4" AIR SPACE 0900 Intarlo 8r 1/4- AIR SPACE .090- Interlayer • • • • COLYI Sens Kuraroy SentryGlos • By 'Kuroray America. Inc.' By 'Kuraray Americo. Inc.' a q 1/8 ANN. GLASS OR OR 090" Interlayer 1/8- HEAT STREN'0 GLASS .090" Interlayer s KumM Butooite PVB Kuraray Butocite PV8 & 8 By 'Kuraray America. Inc.' By 'Kuraroy America, Inc.' o 1/8" ANN. GLASS 1/8- HEAT STREN'D GLASS P�RODOM camp�o 9W � FSILICONE SILICONE A BuU�� 0.8 os $ z GE 1200 y m GE 1200 y DW j div DOW CORNING 899 DOW CORNING 899 : DOW CORNING 995 " DOW CORNING 995 \ � M1 \ � Mi Q � d � dd ! d g g XL EDGE SPACER XL EDGE SPACER ST. STEEL BY 'CARDINAL' ST. STEEL BY 'CARDINAL' c c m o w OR OR OURASEAL BY 'OUANEX. OURASEAL BY 'QUANEW c C OR 0 OR E9 SUPER SPACER BY 'QUANEW PG E9 SUPER SPACER BY 'OUAKW Engr- JAVAD AHMAD CML 7 +� W M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES CAN'JS38 GLASS TYPE 'Al' GLASS TYPE 'Bl' lu u 0.70' OVERALL INSUL. LAM. GLASS 0.70" OVERALL. INSUL. LAM. GLASS drawing no. (s.M.i.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING I W10-181 EXTERIOR PLY OF GLASS TYPE 'Al' 8c '81' MUST BE TEMPERED. sheet 4 of l 1 ! iBY TYPICAL DRS �� NGE & FLANGE ADAPTOR FRAME y„rV WOOD BLI IC . 'TYPICAL ANCHORS p SEE ELEV. $ v 41 + " v EDGE DIST:' FOR SPACING r--------------------A. � Z _ �r a 4 a MULLION&MULLION ANCHORS I I Gi I EDGE Sr.DI 'e �► \ � 3 ! = I� SEE SEPARATE NOA a \ in I EDGE DIST. ! U A I 1 fri 0 2 t - _ 1 & M I TYPICAL ANCHORS £AL ANCHORS ! 1 i FOR SPRING FOR SPACING 2 3/8' MIN. WOOD SUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ..� AND TRANSFER THEM TO THE BUILDING STRUCTURE. i TYPICAL ANCHORS: SEE ELEV. FOR SPACING `; w r3 2-3/8' MIN. P CIA TAPOM Py l ,1f4" DIA_ ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) owe* �. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES °s —' CTURES .. ...... AIR I ___`.a 1-1/2 MIN. PENETRATION INTO WOOD �• as 000 .' c � � d � T'HRU i BY BUCKS INTO CONC. OR MASONRY �� Vf ��A """ OiD WM USED THE IUN. WOOD BUCK " •• N � � � _ = DEPTH MALL BE 2W. THE USE OF 1-1/4 MIN. EMBED INTO CONC. OR MASONRY e• .a Q • 0••••e a 0 Y DEUU 09 BEVELED WOODBUCKS a ..... PERI,OW. DIRECTLY INTO CONC. OR MASONRY Z zM �G °D 1--1 4" MIN. EMBED INTO CONC. OR MASONRY 00 d p ...... W p • • j14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS •(� ,a • i• W INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8'7 INTO METAL STRUCTURES :•'••: STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) OD a ALUMINUM : 1/8" THK. MIN. (8063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) $ 1 E7 TYPICAL EDGE DISTANCE �d >' t INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = i" MIN. a► l Mg ` INTO METAL STRUCTURE = 3/4 MIN. I t I t WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. M o a �► CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSi MIN. o $ d d " t I C—E0 HOLLOW/FELLED NORMAL WEIGHT MM AT JAMBS I'm m 2000 PSI MIN w B 2 i D � �„ C: a► t� o m a o _ C, .. ! I Eagr. %VAD AHMAD 6 FEt Ul 70594 e� :....:• •�� ;,• 44 a CAN. 38 PRODOCP RSYi KD o a s :,,'...• �:.: . 9 '4 v. 89 $1Y111t IA6 I'IOII v •P a O' ° .4 A• . 4 tl' A" \ ButIft Cads r F.i9GE EST '� _a' Aoapi�No drawing no. TYWCAL ANCHORS r p I ! TYPICAL ANCHORS at* VCJ rallG 2015 18Y SEE ELEV. s d SEE ELEV. W006 6UCK FOR SPACINGt w FOR SPACING By W10-18 ' P(oclLsl wn aheet 5 of j j : FLANGE & FLANGE ADAPTOR FRAME �V F70R /4' MAX. BUCK WIDTH 1/4` MAX. c SHIMS SHIMSVENT 3 HORS l VENT '�Q"� FLANGE ADAPTOR FRAMEPACING rv- 1/2 a 39 2 WOOD 4 c ° —SCREENS OPTIONAL _.. _.. _.._.._..—.._.._.._.. WOOD STRUCT'U . - 11. Zof_ � 1BY 1 - WOOD BUCKS y T EXTERIOR TYPICAL ANCHORS A• D.L. OPG. '•„ SEE ELEV. r FOR SPACING MIAMI-DADE COUNTY N APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA a BUCK WIDTH SUCK WIDTH { F 1ALTERNATE E3 r SWEEP LOCK 1 OPTLONAI TO •• •••••• SPRING LOCK • •.• •• I 1 IL io :: N1) :...i: I I ••so QM �••••� I I • Jim 11 IL I I •• � Zg!• ••i••• • (� ..g ...... --� .. E2 : • • TYPICAL ANCHORS E4 PRODIWRRVIM • • • SEE L1 EV. FOR SPACING g asvftlae F L3uLL1Laug ca 1/40 MAX. BUCK 'WIDTH 1/4-MAX. A°°ep�o ~O� . N raw--SHIM o . 1 VENT WIDTH 1 �9 de Pladuc o T TYPICAL ANCHORS 1 \.,/ © TYPICAL. ANCHORSg $ $ SEE ELEV. SEE ELEV. FOR SPACING 1 FOR SPACING °1 G .• � .- .� /4" INTALLATION OETAILS SHOWN ON PAGES 5 -- 1 - AND 8 APPLY TO BOTH FLANGE FRAME AND c a w a o w METAL II FLANGE ADAPTOR FRAMES. ^ STRUCTURE II 0 Ear. JAVAD AHMAD e -SCREENS OPTIONAL _.._.. - - °fin CML N 1 __ FLA. PE (_7.0592 CAN. 3538 ES EXTERIOR 1 .t WOOD BUCKS L D.L. OPG. AUG Oih dmwing no. •a sheet I3 of 11 TYPICAL ANCHORS METAL EQUAL LEG FRAME y.V SEE ELEV. STRUCTURE 18Y FOR SPACING �w o WOOD 8UCK , TYPICAL ANCHORS c :. SEE ELEV. --------------------� Ir------------------ r 4° °4 ° •4° i o EDGE 01ST. FOR SPACING p I MIAMI—DAOE COUNTY APPROVED I Z h J b. gi �_ I MULLION & MULLION ANCHORS I d• a 4' d: 6 a i• .d" °' a = N E I j SEE SEPARATE NOA j 1 • �t to DIST. y ;I EDGE 'I � I - . _.-'•.�' � � 1 I 01ST. I I � �L_--______st_____J j U Al 2 � a 01 ANCHORS E3 � No rLLrI L E7 TYPICAL ANCHORS i SEESEE ELEV. Q t�J FOR SPRING FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY i INTO WOOD, CONCRETE OR METAL STRUCTURES b g TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. JISPA 2 3/8` MIN. a i MAX. BUCK.WIDTH s m E1WE 0 2-31W MIN. Ow...0 Seel so r ♦\ •• 3 N M •••••• 04 •R O M i V4 ca .• WHEN USED THE MIN. WOOD BUCK • • Z Z•--1 00:000 W •• !a 00090 [� S DEPTH SHALL BE 2�`. THE USE OF MIAMI—DADE COUNTY k i y 1 Wt BEVELED WOODBUCKS 15 APPROVED MULLION •• • p of •••• • W i g 3 PERMUTED. & MULLION ANCHORS •• • U 05 •� •••••• SEE SEPARATE NOA • • BUCK WIDTH BUCK WIDTH •. • .• •••• cls II 1 E7 �� I 1 gR 1 II v S F I _• me M3 1'RODUCf RSYt38D _J o 2 � 1 ��YL►8w1W� --- I BuRdieg Cab O C 4 m a o m 1 a Jil �g • O� TYPICAL ANCHORS B \ pipSE£ B". FOR SPACING o VBy Eogr. JAVADAHMAD ° e a FIA. PE 0 70592 CAN. in ut ' EDGE v � �4 \—SEE TYPK'AI. ANCHORS� oa A $ i ELEV. drawing no. TYPICAL AkWRS (�n4 18Y ELEV. 9' �" ° w FOR SPACING t �� [ll lh W10-18 W000 SUCK FOR SPACING v A sheet 7 of j I TYPICAL ANCHORS lu ILLUSTRATIVE O1LS. ONLY SEE ELEV. EXr. OR INT. RNISHES FOR SPACING FIN FRAME �y. Q NOT BY CGI 0 Z zd HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING g' NOT BY ccl $ SMS (GRADE 2 CRS) A2 2 A�"—BACKBEO N O 2BY 1-1/2' MIN.�PiiNETRATIOND BUCKS a WOOD INTO WOOD STRUCTURES 8 ? d 8U.A E3 i CAULKING 4z � N 17 S ' U) .r E O •• WOOD STRUCTURE 1/4- MAX. BUCK VADTH 1/4• MAx. c'� D ••• •••• • o NOT BY CGI GAP GAP •• +�a -miv•0 0000 0004 00 • 0•• 0 1/2- MK 1/2- MIN. •• N • • • 0�. 7•� .0000 E2 •• 9 0 ..:..• .. a w — �. •. 1 BACKOW .. •0000• CAULKING • • • ,I ol1 91 -SCREENS WT. Mg E6 i HOUSE WRAP 1 NOT BY CGl t t EXTERIOR c 2 i � E C Q m U O W BZBA KBED CAULKING Engn JAVAD AHMAD 0 FLA. PE � ?t)892 HOUSE WRAP PRODUCrREVISBD CAN. 33553388 NOT BY ccl 1 ° a waFWde AUG 2015 us t Acceplaw ate iF e:.ctGO drawing no. CAL ANCHORS tBY!v W10-1 S SEE �• Mi Conn FOR SPACING sheet 8 of 11 rm PART # QUALNMY AffiCNMON MARmm MANF./3UPPLIEB/REMA= V E1 CGI-100 — FRAME JAMB ® FIXED GLASS 6063—TG CGI EXTRUDER 0 E2 CGI-113 — FRAME SILL 6063—TG CGI EXTRUDER E3 CGI-102 — FRAME HEAD 6063—T6 CGI EX►RUDER Z ep 3 E4 CGI-103 — MEETING RAIL 6083—T6 CGI EXTRUDER C J E5 CGI-104 - I= RAIL 6063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER g E7 CGI-106 - SASH RAIL 6063-TG CGI EXTRUDER E8 CGI-107 - 5/18" GLAZING READ 6063-75 CGI EXTRUDER E9 CGI-106 - 0.700" GLAZING BEAD 6063-75 CGI EXTRUDER d' h E10 CGI-109 - FRONT FLANGE ADAPTOR 6083-T6 tiGl EXTRUDER � El 1 CGI-110 - NAIL. FIN ADAPTOR 6063-T6 CGI EXTRUDER &� E12 CGI-135 - TF FRAME JAMB ® FIXED GLASS 6063-T6 CGI EXTRUDER 0.Q H 6063-T6 CGI EXTRUDER E13 CGI 138 TF FRAME FAO ap a E14 CGI-139 - TF FRAME JAMB 6083-T6 CGI EXTRUDER E15 CGI-140 - 1" MUNTIN 6063-75 CGI EXTRUDER z .t E16 CGI-141 - 2.5" MULLION 6063-T6 CGI EXTRUDER .� E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER a g E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 - SILL FILLER 6063-76 CGI EXTRUDER N E20 CGI-116 - FRAME JAMB 6083-T6 CGI EXTRUDER E21 CGI-117 - HO LOCK RAIL 6063-TG CGI EXTRUDER a E22 CGI-138 - TF FRAME SILL 6063-TG CGI EXTRUDER E23 CGI-.109 - FRONT FLANGE ADAPTOR 6063-76 COI EXTRUDER Nto Mi CGI-382V - GLAZING BULB VINYL (OUROMETER 75-80 SHORE A) PVC -- • 0 M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - • 4 Kn•.� ....004 :• M3 CGI-112 30 ® ANCHORS EQUAL LEG COVER/SHIM PVC - •• d•o •.•••• M4 0.700" X 0.040" BEAD GE1200 SILICONE SILICONE GE04 �� i••.•i M5 - 0.700" X 0.040" BEAD DOW 995 SILICONE DOW �• Q '• .j • • MG - 0.700" X 0.040" BEAD DOW 899 SILICONE DOW • Z to •• •• M7 - 2/ LITE SETTING BLOCK EPOM DUROMETER 80f5 SHORE A •• 3 �� ••••• M8 - - PROTECTO WRAP WATERPROOFING OR EQUIP. - - O�� •••• • M9 684 - ROLLER TRACK PVC U O see*:* M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - • •••• • • • M11 W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. • • • •• M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SUL.WAN • M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTILIFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - - o MIS CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUW. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. ['Rt}DIlCF 1tBYtSBD MIS CGI-132 2PER WD. 2" SASH STOP PVC PROTOTYPE &y complying wllb dto Maido M19 C0I-111 ® FR. HEAD SCREW COVER PVC PROTOTYPBuilding E J2 M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUIP 1 j r n � S2 - 2 OR 3 PER CORNER 10 X 1 1/4" LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - 1PtodfraC o S3 - 1 1/4" EMBED. 8 X 1 1/2" I.G. PHL PH. SMS. FIN ANCHOR SCREW S4 - 4 PER WD. 8 X 1/2- PH. SMS. ST/ST BALANCE BRACKET SCREW - o ' 55 2 PER WD. 6 X I" I.G. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - S6 — — 6 X 1/2" I.G. FH. SATS. ® CC-133 & CAM LOCK — — r JAS AHM� • S8 — 4 ®M. RAIL 10 X 4" I.G. PHL PH. SMS. ST/ST. ASSEMBLY MEERNG RAIL — — Ft A. 70582 59 — 2 PER ANiILIFT # 10 X 5/8" I.G. PHL PH. SMS. ST/5T. ANTIUIT SCREW — 0j WW 7 2015 drowing no. W10--18 sheet 9 of D 2.440 2.440 2.113 _ •065 .490- .120-{ � I o 1.015 �- o .705 A50 7065 .705 .050 IYP. Z $ IT-11.550 2.848 2.101 065 1.30 1.601 06S 1.301 1.220 1.680 .864 .854 �• 2.346 �• 1.007 E8 5/16" GLAZING BEAD E9 .700" GLAZING BEAD U 1.1551 .065 1.398 2 1.155 �• L 1.015 1.015 1.368 .745 Ei t NAIL FIN ADAPTER 1,395 1.449 IO, to. " {j 1 9 E13 FLANGE FRAME HEAD Q FLUSH FRAME HEAD E4 MEETING RAIL .180 293 &�I 1.496 .050 085 .060 ILK a 1.015 1•x15 1.788 1.413 0 � 065 1.140 1.140 11�'. 2.264 l•255 V FLUSH FRAME COYER M2 SCREW COVER 1.01 1.22a o:m .085 �. 4.430 7065 3.830 065 a 3.185 706. 1.043 3.685 2•885 2.885 l J LOCK RAIL Et9 SILL FILLER 1.788 O � W410v 1.450 .180 • ••1 0000•• • 6� 6641 6 • 2.440 2.440 .050 •• -Of,•o • N 0641••• 05LO-TL •• 3. C4;;4 • • 2.310 6 �_ 0 •1� Ajj X604141: O FLANGE FRAME SILL E2 FLUSH FRAME SILL 1016 0 • Z Z•0 1.220 • 000410 2.737 2.737 E23 41• • 0 •00•• O •• - � •416416• •• r- • •• .065 .065 1.043 0 U � 55 • 706. 706. O 1111111114121 55.. ALT. LACK RAIL E2t : • • 0 041064141 2505 GOOD 2.813 2,50 2.613 o1.892-1.892 • • '065 TYPO. o 1.000 .991 .500 .991 2.195 3.237 2.737-11.015 m $ Et4 E20 Q FLANGE FRAME JAMB (MOVING) FLUSH FRAME JAMB (MOVING) Q ) .811 .811 1.043 C E8 HANDLE RAIL $ 04 m a d W F cp 1.025 O 2.505 ,065 1YP, 2.505 .085 7065 Engr. JJIYAD AHMAO s CML FM PE 0 1.015 1.015 1.395 CAK'55X 1'ftODUC7'R13YtSBD 0592 s .065 .745 a complgtnawtW the Floods BulldlmgCode • 0 7 201. 1.000 .500 AaelfWm14 1.745 1.245 1.015 ZAdrawing no. ByV WIO-18 1:12 FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) Q SASH RAIL sheet 10 of 1:1 � p S2 0 a. a. S2 V FRAME TOP CORNER I N VENT TOP,BOTTOM CORNERS Q S2 Q WW••6 • VI•• 0000•0 • ••• • •• • • 0000•• / •• � � • /' • R N M 0000•• • z ` 0000• � 0000• •• da,. 0.00•• _ O U ...••• 05 PRODUCT REVISED m $ $ $ Dally �F A ., • V.r/ oDo n a °ia � aa ., dig $ c< m v c m ' c FRAME BOTTOM CORNER amr %A�AuAD r FLA. PE 1 70102 C I drawing no. FlXt=b MTG. RAIL CORNER woo-18 sheet 11 of 11 3ANCHORS AT STILE ENDS DOORFRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS QUANTITY CHART � +� 60 MAX TYPE A. B R 6" 3" g" 3" SEE CHART FOR QUANTITY ANCHOR TYPE z HEAD/SILL 3" STILE ENOI EADAL SHIM 'A' 'B' 'C' RNERS CORN 1/4" 4 4 4 a 6 6 aQ $ 1 1\ 1/2" 7 7 A - j AL IN O. 1 LOCK OPTIONS 'llf.� �litM�+lo�ii _ _ '�_= 1 x G SEE SHEET 9- 0 J��IaI$.O M I ` W W a �0 c W p I I s 1ZO I ga I1 1 Ob \ \ I p m..: !RZ i i \ i \ i i / �� iv �� SERIES SENTINEL 160 •• iA:"' •• = ll I I I II Z ••• �T.N O wwwwiw 1 ACME — = ALUMINUM OUTSWING DOOR �P/ SIDE N M • I APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS • ; p who • WITH OR WITHOUT SIDELITES. •• ..... z B a SIDE UTE$ CAN BE ON ONE OR BOTH SIDES OF DOOR. •• � • • " $ SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACTFILS. �• .. ...... a $ 23 1/2- tO $ 23 1/2- 23 1/2 SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. •• o D.L. OPG. 2 ANCHORS D.L. OPG. D.L. OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MUWON CAPACITY. t}.-�� •.•••. TYPE 'e' 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR. SIDELITE OR MUWON CAPACITY •••'•' AT STILE ENDS TYPE 'B' FALSE MUNTINS �..• . :••••: AT STILE ENDS MAY BE USED CHARTS WILL APPLY TO ENTIRE SYSTEM. . . , • TYPICAL ELEVATION TYPICAL ELEVATION D-3 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( XX } REQUIREMENTS OF THE CURRENT FLORIDA BUILDING MOE INCLUDING HIGH VELOCITY ( x } HURRICANE ZONE (HVHZ). $ DOOR PTIONS 113Y OR 29Y WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 1S DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY -- PSF ANCHORS SHAH BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SINGLE DOORS (X) DOUBLE (�C} EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0 $ DOOR DIMS. LAM. or VISUL-LAM. DOOR DIMS. LAM. or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS LEAF FRAME 6ao (-� ARE NOT PART OF THIS APPROVALFWIDMTHH W0 H H WIDTH 1 D 11 H EXT.(+) INL(-) pA LOAD DURATION INCREASE. IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 7-1/4' ss ss so D-3 7Y ss• . s6• so 60 MATERIALS DING BUT NOT UMIIED TO 5i£QJ � NOTE: CONT WITH UOTHER DISSIMILAR MATERIALS SHALL M�ETREQU REM INTO cam o VERIFY COMPUANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG. CODE. > M NOTE: Eo9rLAFAD FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS. FIA. PE 10582 S PERIODS OF HURRICANE WARNING. D.L.O. HEIGHT a FRAME HEIGHT — 12.875" } NOTE: D.L.O. WIDTH (X DOORS) FRAME WIDTH — 13.75" 2015 A i LIJ D.L.O. WIDTH (XX DOORS) (FRAME WIDTH 25)/2 1 Au�7 GLASS CAPACITIES ON THIS SHEET ARE Browing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W 13-01 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 SHUTTERS ARE NOT REQUIRED. sheet 1 of 1 t M_ • w $i 37-1/4 72 HEAD ANCHORS AT STILE ENDS Z DOOR FRAME NHDTH DOOR FRAME WIDTH BRAD Com, Or 2 ANCHORS . MAX. SEE CHART FOR QUANTITY !• I 6' MAX. 3' TYPE A. 6' OR HEAD/SILL 3' q6" 3' ANCHOR TYPE a� EAD/SILL AT STILE ENDS CORNERS 'A' 'B' 'C' RNERS A _ /� 1/4. 4 4 4 � £'1 3/e 5 8 6 � I I J I F \ 11 Q d (1 / 1 / t \ __1L1 f / 1 -�1-fL_ g 11\ T Z it Il I I II C / 11 1 tl E ' °D LOCK OPTIONS I �� •` x \ \ o S4 24 E£ SHEET 9 J N x A _ 1 x 2 J __=fit • it Oi w °� p •'0 11 6fp , II m \ 11 J ��ii ��• I II \ � � 11 � i 11 to cr O •.Y II I I II • •04 we!•!• i 1 I ��P1lbi*�tht Fbrilla • � •.!••• bddiyCode �t••• � yy Nf o • • I I \ j \ I i / I I • Tea - D� 'G 7••• Imo-� IJ N d •!• .� NIS} �•!•!� I Hr., � z ••i•!ACTIVE ACTNE 1 •f � •. ••..l. w • � ` B • Z5 S •f•••• cn 23 1/2' 'O � 23 1/2' 23 1/2" • fv • • G.L. OPG. 2 5 O.L. OPG. 0.L OPG. • • • TYPE G' 4 ANCHORS SURFACE APPLIED • AT STILE ENDS TYPE `B' FALSE MUNTINS AT STILE ENDS MAY IE USED a C T_YPICAL ELE1/AT10N FOR 3 HINGE 0008 ,TYPICAL ELEVATION FOR 3 HINGE DOOR a { X) - - -( XX ) - -- - l 1 NOTE: SEE SHEET 1 FOR DOOR CAPACITIES .. SSRI$ Ca m e o "n JAVAO AHMWCIVIL e 9 FLA PE j j=2 c M. CAN. 3S drawing no. W13-01 A0 2015 Sheet 2 of 11 144■ MAX. �V 37 1/8- 360 72" 36- SEE CHART QUANTITY SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WID Z Ro HE ANCHORS O � AT STSxB & DfULLION ENDS 6" MAX. ■ ■ ■ 8 MAX. 3 8 3 M QU CHART n. HEAD/SILL F F#AD/SII-I- -�{� - csoa TYPE Q CORNERS CORNERS { I I�-I 1 SHIM � �B• v VIC 4 4 1 I\ 3/8" 8 6 a 7 Q hh _ \ o OCATIONS S ONS + AS ANCHORS WE ON x - 0 i _ c SHEETS 1 & 2 I I 11 M a _ \ I y� II 0 we••.. I 11 It . � X ... _ a, ...... ACTNE _ INACTIVE w..• w d o 00� ..... B ..•. �;.�v ....w. 31 1/8" 31 1/8- 23 1/2- 23 1/2" 31 1/8 �i • Q.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG. •••••• • APK DESIGN LOAD CAPACITY - PSSF 4 ANCHORS FALSE C6 NTINS • • TYPE '9' MAY 8 USED w SWUM STATIONARY PANEL (0) TYPICAL ELEVATION D"2 TYPICAL ELEVATION AT STILE AND SIDELITE FRAME MULLION ENDS WIDTH HEIGHT {SEE NOTE ) ( 0 ) { OXXO INCHES INCHES EXT z4 eo.o a0.o wall I!re p� 30 60.0 60.0 33 84 80.0 80.0 Ic 36 80.0 80.0 ` Ms ltd. �Com 37-1/8 77.6 77.6 39 73.8 73.8 SIDEL► D.L.O. DIM 0_ 42 68.6 68.6 � R °� D.L.O. HEIGHT m FRAME HEIGHT - 12.875" c 24 80.0 80.0 D.L.O. WIDTH a SIDELITE WIDTH - 8" STAND ALONE SIDELITE ONLY a m v o 30 80.0 80.0 D.L.O. WIDTH a SIDEUTE WIDTH - 4.875 SIDELITE TO DOOR ONLY 33 90 80.0 80.0 2 36 80.0 80.0 Engr: JAVNI A1iMAD 37-1/8 77.6 77.6 FLA. 070592CA o r 39 73.8 73.8 ® 80.0 80 0 > l 30 80.0 80.0 33 98 80.0 80.0 �u drawing no. 36 80.0 80.0 W 13-01 37-1/8 77.6 77.6 sheet 3 of i I DESIGN I.OAD CAPACITY - PSF DOOR DOOR DOOR DOOR DOOR SIDELITE FRAME SIDELITE SIDELTTE FRAME SIDELITE FRAME SIDELITE FRAME A8 0 SIDNIM TO DOOR M"ON WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH �Y SIDELITE LEAF FRAME (SEE NOTE BELtI1Pi} M WIDTH WIDTH HEKI}it 1 f- ` ,- r- INCHES INCHES INCHES EXG(+) INT.(-) / / 24 80.0 80.0j C 30 80.0 80.0 f� All 33 35 84 80.0 80.0 111 /fNil, %% / 36 80.0 80.0 = / 37-1/8 77.6 77.6 w 39 73.8 73.8 42 68.6 68.6 \ \ \ / W> 24 80.0 80.0 � • 30 80.0 e0.0 { X ( oxo ) ( xOx ) 3 33 35 90 80.0 80.0 ox 36 80.0 90.0 {L 2 37-1/8 77.6 77.5 SIDELITE DOOR FRAME SIDELITE DOOR FRAME blUtult 39 73. 73.8 WIDTH WIDTH WIDTH WIDTH MOTH g V 0 �•0 D-2 80.0 80.0 / \ / \ tv 33 O 98 80.0 80.0 H J E \^C H 36 80.0 80.0 All, r /lam f \ f /f ` \ � 37-i/S 77.6 77.6 = / ,/ / .i /r ne O xx XN o MUWON l OxX DOOR ( OXXO ) p N M END ANCHORS l 0 ENO S PRODUCpREVNED • d p i• i • H J ZZ SEE SHEET 3 SEE SHEET 1 ip „,Db the ...L O � C t,, ,. ••••�• SDs{ 911 • � •Y ••••i• dtt C� • • � o ••• • •• . ••• • LEAF WIDTH • • • •••0 SIDELITE WIDTH DOOR FRAME WIDTH • • . ••00:0 • c � SINGLE ) 37- MAX. 00 G •• ••••i DOUBLE (XX) 720 MAX. t= • • • SMELITE TO DOOR • INSTRUCTIONS: GLASS CAPACITIES ON THIS SHEET ARE ° USE CHARTS AS FOLLOWS BASED ON ASTM E1300-09 (3 SEC. GUSTS) m AND FLORIDA BUILDING COMMISSION 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON MEET 1. 2. SELECT LOWER OF SIDELITE TO DOOR MULLION Ergir. JAVAD AHMAD + j CAPACITY FROM TABLE ABOVE. Cra 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY Fl CJLN 38 2 TO ENTIRE SYSTEM. n : drawing no. W13--01 shoot 4 of 11 � d IOU h 3/16' TEMPERED GLASS 3/8' AIR SPACE 3/16" INN. GLASS 3/16" HEAT STREWD GLASS 3/18' ANNEALED GLASS .075' Saflex CP With PET Core .075' Soflex CP With PET Core .075 Saflex CP With PET Core c— LEI il By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass .090' Wax Clear And Color Glass DOW Saflex Clear And Color Glass INTERLAYERS By 'Eastman Chemical Co.' INTERtAYERs By 'Eastman Chemical Co. INTERLAYERS By 'Eastman Chemical Co.' .090" Kuroroy SentryGlas .090" Keraroy 5erhthyGlas .090' Kuroroy SentryGios By 'Kurarray America. Inc.' By 'Kurcray Americo, Inc.' By 'Kuraray America. Inc.' .090" Kuramy Butacite PYS .090' Kuraray Butacite PVB .090' Kuroray Butocite PVB a W By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' O ., 3/16' ANN. GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS O SILICONE SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 ��P�� N DOME CORNING 899 DOW CORNING 899 DOW CORNING 899 as * � u1 r SA GE-1200 GE-1200 GE-1200Codr? 3 N ri 14 Mf t7 \� Nf Kf , • — w ••••i• 1 f ( U o2 • • • • XL EDGE SPACER ••.•• �• c , o ` / $c ST. STEEL BY 'CARDINAL' • • OR •• . •••••• DOURRASEAL BY 'OUANEX' • • •0000* \ _ / SUPER SPACER BY 'QUANEX' *see•• 28 AT 1/4 POINTS 28 AT 1/4 POINTS 28 AT 1/4 POINTS ••• o •••• 7/18" LAM. GLASS 7/18" LAM. GLASS1 • • OVERALL INSUL. LAM. GLASS c GLAZING OPTION a4m C1C s M1 • E"r Aviv FIA 70592 ra o $n b 52015 drawing no. W13-01 sheet 5 of I D1 20Y WOOD BUCK �V EDGE DIST. TYPICAL ANCHORS 8G DIST. 18Y WOOD BUCK OR SEE ELEVATIONS SEE TE SHEET 1 WOW STRUCTURE METAL I FOR SPACING _'� ° N RBE•° SEE NOTE SHEET 1 STRUCTURE M r'• ► r D � 4 •' 4 EDGE EDGE DIST. � rn 0 m O 4, ' Ui N m N • m gW A 1 I I I 21 \ j TYPICAL. ANCHORS \ (} TYPICAL ANCHORS 7YP1� ANCHORS FOR_j SEE SPELEVAAC NG d(� SEE ELEVATKINS SEE ELEVAMONS �I FOR SPACING FOR SPACING MIAMI-DADE COUNTY neo I 4 z I I I I I j CUPPED MULLION 1I - I 1 1 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS I I SEE SEPARATE NOA I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i;.---------A______ - AND TRANSFER THEM TO THE BUILDING STRUCTURE. _ 28IXFICAL ANCHORSSEE ELEV. FOR SPACING Q 1 TYPE `A'- 14C MA, LLIMMN BY ' ' (FU-177 KSI, Fy=155 KSI) v SIN. LENG = 2-3L4" _ 7Ix 0 N 7YPICAL ANCHORS INTO 28Y WOOD BUCKS OR WOOD STRUCTURES R SPACING 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) o W THRU 1BY BUCKS INTO CONC. OR MASONRY ap 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) n w A 1-1 W /4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) N -1M M c TYPE 'B'- ,14C DIA. UL•f=N BY 'ELCO' (FU=177 KSI. FY-155 KSI) C . .• • W MIN. LENGTH = 2-3X 3 oist 1 0 • DIRECTLY INTO CONC. OR MASONRY • ..► •••• • 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) .• U •- ••; 1-1/4' MIN. EMBED INTO CONC, OR MASONRY (JAMBS) 1RODUCf REVf3� •. •••..• TYPE 'C'- 1/4 DIA. TEKS OR SELF DRILING SS�REtLtS (GRADE 5 CRS) bdft cmb14 28 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81 wA��( - 0 .0:� � � "'••• INTO METAL STRUCTURES (HEAD/SILL/JAMBS) •. STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) IbA t .. �..a c • ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) i m CaNlre1 ° Mig :"••; (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c� +, • I I I TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. I INTO WOOD STRUCTURE = 1 MIN. : .- Q� INTO METAL STRUCTURE = 3/4" MIN. 9 A 9 21 I 1 i I t2 WOOD AT HEAD OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f e = 3100 PSI MIN. •� C-20 HOLLOW/FILLED BLACK AT JAMBS f'M - 2000 PSI MIN. M_ Engr. JAVAD AHMAD I u a ANCHORS MAY BE HEX OR FLAT HEAD. FTA. K 70522 . I CAN. ` •° : SEALANTS: • � • •,q TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 520 EDGE DIST, SEE E�yAnoNs GE SCS2000 SILICONE SEALANT. Browing no. R SPACING mft* W 13-01 DOOR DETAILS sheet 8 of 1 1 3/SHIM. a � SHIM 2 /BY WOOD BUCKr .SEE NOTE SHEET 1 O Fii 1 ACTIVE LEAF TYPICAL ANCHORS TYPICAL ANCHORS 21 a FOR SP ELEV. O: SEE ELEV. " N FOR SPACING ------------- g4� 81 23 15 > • MIODUC r MEYISEP J V7 T 7 18 +!;•:: WeowpblgwiAithe roeli a 25 28 O.L. OPG. :z?; C .c METAL LEAF EXTERIOR 3 POINT LOCK 0A STRUCTURE WITH DEAD BOLT G� •+�. w DOOR FRAME WIDTH SEE SHEET 9 �y�pal, can" Ix Ow 3/8" MAX. P SHIM in 3/8" IIAX. + C /—WITH DEAO BOLT SHIM( , OR WOOD BUCK SEE SHEET 9 M 2W FLUSH BOLT SEE NOTE SHEET 1 M• CONCRETE• UCTURE Z • ...... +a MASONRY• ACI'IVB LEAF INACTIVE LT" • 0 �. ' 4'• o ► • 24 TYPICAL ANCHORS ' . 22 19 A C.1 .-;s 0 ••.••i SEE ELEY..' y: • • FOR SPACIN : • . ••..• • . 4'. ' • • a •..•i• .4 T TYPICAL ANCHORS d iC ' T D.L OPG. 19 T 7 SEE ELEV. O.L OPG. FOR SPACING EXTERIOR LEAF WIDTH LEAF WIOTH in r DOOR FRAME WIDTH ` Gamna En9r JAVAD AHMAD FIAPE 1 7.0592 *153 drawing no. b ?015 W13-41 Q)=00RDETAIL4S sheet 7 of 11 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING :, .• ST:17 s i . z CONCREif~. : .COKREtL► D d ^ N 26 I�HMATINGJAMB FASTENERS ETf. 17 PON OR LOCATIONS SEE DOOR JAMB SPACING SHEETS 1 do 2 O .. p. O w IV N O e N o + _ _ — `M• d w p ' — — — — — •ZZJ•Y' ...... Q W `.'e• i •y 0 • •• EXTERIOR • • ••. • • I •.e� �`: 4 26 D.L. OPG. LEAF YVIDTH •• , • • ••i•• SIDELTTE WIDTH DOOR FRAME WIOTH • 28 37• MAX. SINGLE (X) . • e..:: . : 72• MAX. DOUBLE (XX) • C s FRAME VFDTH •• O •••.•i alp / ANCHORSS • ELEV.WNG o I SEE MIADi1C1'REV T F R SPACING BEFORE MAfATI TG b@Wb#Cady 3 AmptMee No/ D •a y 'vi R R BaNn+1N 4te~ 11 O O ~ 8 NOTE: UMrf SHIM TO METAL. STRUCTURE AT JAMBS TO 3/8' M►adJit �� < m o 12 � 13 cta MAD FF C.A.N 7089.2 o n JL RtirE. .a ► n. 9 . l b 201 drawing no. TYPICAL ANCHORS W1 3-01 EDGE DIST. SEE ELEVATIONS SIDELiTE DETAILS of FOR SPACING sheet 8 �� Q 4 BILL OF MATERIALS EXTRUSIONS MISCELLANEOUS Z ITEA 1 PART Nd DESCRIPTIQ4 KATERYAL Nw. ! ITEM#1 = I PART Na DESWTIM NATERIAL W". REMARKS 1 CGI-189 FRAAE HEAD AND SILL 6063-76 CGI EXTRUDER 21 0 XE-1947 FRK M FUM ARESM OR EOMV 2 CGI-190 FRAME JAMB 6E63-T6 CGI 01718M P2 K6 32084 X350 FORK GAVV Fm C�3 3 C51--1% SIOELTTE WA AMM SILL 6063-76 CGI EXTtGIDER 23 NS W3332M AV x.320 VEATIOTNIP PILE W CENTER FIN %DOL ULTRAFAB OR EDAV Q 4 CGI-197 FREE STA1+18AIG=WYE JAMB 6663-Tb CGI ExM= 24 NS 407 X.900 HIGH PILE%'STRIPPING VEIL W FIN LLTRAFAB OR 5 C6I-198 KATIE SMELITE JAMB 6063-T6 CGI EXTIi11DER 25 N9 CH-108-B OR(4 U2`X 4') ALIAtlW CGI-CUSTdtI 6 CGI-I93 PANEL UP AND ZDTTDI RAIL 6663-16. CGI EXTRUDER 2SA Klo AZ D HB(GE(4 U2'X 4') V p 7 CGI--194 PAMEL VERTIQL STILE 6063-T6 CGI EXTRUDER 256 WI AN -US3 HIM(4 U2'X 4) S/S PAM 09 9 CGI-199 SHEAR BLOC( 6063-76 CGI EXTI W 26 K4 CGI-382% GLAZING 1EA0 BULB VOIYI. CGI-MIGN a 21 12 CG1-191 FRAME MEAD AMD SILL CIE%COVER 6663-T5 co EXTRUDER 27 N7 W-16 FULLY THREADER ROD-SECURED VTTH 3N HEX MUT [EEPW LATED p� 13 CGI-192 FRAME HEAD AND SR.L SLANTED SCREV COVER 6063-T5 CG1 EXTRUDER - SETTDIG am(2 PES LTTE) mwmx TER 8w SHS A � �§2 14 C61-18 7AV GLASS GLAZING BEAD 6063-T5 C61 EXTR= i 14A CGI-123 I'GLASS GLAZIN BEAD 6063-15 CGI EXTRUDTR 15 CGI-280 IM PLATE 6063-T6 CM DITIM NOTE: FTEM NUMBERS S. 10 11 ARE NOT USED 16 cu-195 ASTRAGAL 6ffi3-T5 CGI BMW 17 CGI-S0B SCBE%COVER 6063-75 I CGI EXTMW N LOCKING HARDWARE PART Ka DESCRIPTIOM MATERIAL NAIBIF. REMARXS too C6I-4M. 3 MIT LOCK ASSEMBLY(ACTIVE LEAF) CW-CUSTOM UMI BY ALL OPTM M-12 4 FLUSHBOLT ASSEMBLY(IMC NE LEAF) CGI—TOM USED BY ALL OPTNINS DPTIM 1 5455 PASS ACTIVE LEVER(ACTIVE LEAF) RALDVB( 5455 FO MM LEVER UNpCTIVE LEAF) BALWIN OPTIONAL 8231 DEADILT(ACTIVE LEAF) BALWIN n OPTIM 21 JO DEADBOLT (ACTIVE LEIS DEXTER IN SCRcV JMI TMM ACTIVE LEVER(ACTIVE LEAF) DEXTER BY SCK $ p • DUMMY LEVER MKINE LEAF? DEXTER BY 9171 OPTM W ' .Z Z Jo IBM •� •••• • [PTU 3 DB2410 DEAMT(ACTIVE LEAf) COPPER CREEK �ODTICrREV!$BD • OCOMM ACTIVE LEVER(ACTIVE LEAF) COPPER CREEK W"IIk ob O rsicaft 0:9 • 81.2290 MW LEVER(D9ACTNE LEAF) COPPER cm OPTIiBft R No Q .OIjt � U ' , :.•..: No • 00 . • 0000• 0000.• • 0 • SCREWS o A ITER 0 PART Ra DESgtiPTD1N REQ P. 0000.: 18 t 14 X 3/4'HEX HEAD TEKS-IGILLIDN ATTACHMENT 12'FIOAI ENDS 19 16 X U2' PAN HEAD SHS-ASTRAGAL ATTAClRIENI' $ $ • 20 i 10 X 11/4'PH SKS-ASSENIB.T 3 PER CORNER V C q m V 0 ° n 6"r.. JAVADC1 AHMA 11A PE 170592CAX o e� Lt �,�sj u 4�5 drawing no. W13-41 sheet 9 of 1 M ' Z 3 0 FrR Assembly 7 g8 a LMW Any. o Lb*Ap Assy, $ h O w g�a� Rod Rod 4 WE 1/2' 1 i I g Bdt Hovft ° #10x31rPH91s O1 N 0W 0 F Lc O N ti � R� z L/2i PH Lls 00 � TO ►RODLIC r it9voL;D ;� Z •••• . ° .�' ..ssx rrNrt tre itoiL6 � •� • • As p"woce Ne - 0 Keyed mow"on" T ActMia RM►1W �a Csxil�i : •• "f Fhxdtbol! Sod pips 0 � � � � f• ° TOP SECTION SHOWN (BOTTOM SIMILM) o *41 o • lot F f Rushbolts (Inactive Panel) 19129 Top & Bottom Cift 0 i� nA 7 2 CA N.3s ff Q 5 droving no. W CUSTOM W13-01 3-POINT LOCK sheet 9.1°f 11 3.825 .125 .750 .062 1.625 0 J 1.590 .080 ,� o1.587 4.495 p U 5.500 12 FRAME COVER O DOOR FRAME HEAD/SILL 3.825 1.587 v a d 2.458 O Ci 11.4101 1.825 .062 1� a 1.625 O TOP & BOTTOM RAIL 5.500 t3 SILL COVER . 8.438 080 ell .075 N .465 1'828 1.440 O w .075 1.083 4.495 e� n o L! HINGE & LOCK STILE �!?N 1.755 O •►M• D $ • � . SIDELITE TOP & BOTTOM FRAME t 7 SIDELITE JAMB COVER •Z 0�,� ..•••' .326 .135r . V;:� :...•: • • 1.500 .185 MWDUCt'R •• • • ••••• .805MW L.O070 .245 .625 %fi . • • • .•.•• as • ..•.•• • .115 One ....�. 1.622 11, .060 81.r �Sd, w fn •� c • 1 •rb��F'•• (91 18 Cyd �� • • to ASTRAGAL ADAPTER / SHEAR BLOCK SHEAR BLOCK PLATE d 1.810 3.005 K54 5 1.061 2.000 .9951.482 ,090 -A .250 .080 .080--fti4 4.000 .120 J00 OP LAM. GLASS 4.000 .075 ENr.. JAVAO'AHMAO u g CNa 500 .125 .070 .505 .120 FLA. 70892 2.388 �_ 1.465 1.455 ,� .120 l ei .420 .995 .050 1.225 .870 A 20b drawing no. '-'84 W13--01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL LAM. GLASS) sheet 10 of 1 GENERAL WINDOW SECTIONGE WINDOW S WIDTH VENT WIDTH q 1 W-2- D.L. it 2•D.L OPG. O 7OM A WW--7• P i A 'SNUBBER HEAD/SILL1 $ CORNERS W HID 1 x div oil It n .�n \ �� N O =,Z:;i -- _� - z • z FOR GLASS TYPES, _ M�12' B 6• REFER TO Mnx. Max. re SHEETS 3 AND 4. o c to' OR t7• 1. SEE SHEET 6 APPLIEDSURFACE w O W t 7 H3 2 3 D.L. OPG. IT FALSE O.L. OPG. 2 1/Y FOR CAPACITY FAT��NTINS � m t• VENT WIDTH , � vFM �� t. TYPICAL ELEVATION � � Wh �+ WINDOW WIDTH � (FLANGE FTtAME) � �cv�M = WINI>�Ht WIDTH g$;� • EXTERIOR 4 ; W-3, W-6 R Z z •...� I _ C:, • x � i I • I 6 MAXIM MULTI POINT LOCK ' ••;'• 3 BY 'TRUTH' • ••.••• CAM LOCKS ALT. TO CAM LOCKS • • • • •••••• 9 2 LOCK POINTS • • 2 ALL SIZES MAX. WDW. LOCK • •• WIDTH POINTS •••••• 6 4Y 2 FOR MULLJON/MULTIPLE UNITS, REFER TO 8121 • 63 3 SEPARATE CGI MULLION N.O.A. • 7 HSI' 4 t IN MU TIONS: NQUES ITHESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. a " - USE CHARTS AS FOLLOWS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHUTTERS ARE NOT REQUIRED. $ o o R g REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED HURRICANE ZONE (H VHZ). ' ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE WOOD BUCKS BY OTTERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. LOADS TO THE STRUCTURE. BW MW AHMAD o STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD Civil. PRODUCT REVISED ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAILS ANCHORS CAPACITY OF DESIRED GLASS SIZE/TYPE. FLA. PE 7592 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAM. a®emplyins wish an 1Fic" o STEP 3 USING CHART ON SHEET 8 SELECT ANCHOR tWTI01d ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Amps uce�AM ��' Z�•�'� lit IN STEP t AB(AIEWITH DESIGN TWG MORE THAN DESIGN LOAD SPECIFIEDNOT PART OF THS APPROVAL. A Dme �IS [Ij i A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 4 IF ALUMINUM BUGC SYSTEM IS USED USE CHART ON BY drawing no. SHEET 7 TO DETERMINE CAPACITY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 4 205 pmduc+ STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 1`W99-04 SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG. CODE Sheet 1 of 7 - . WINDOW WIDTH GENERAL WINDOW SECTIONS EQUAL LEG FRAME VENT WVTN M I WW-1 1/2' Z ' 0 WW-6 11/r tA 6° MAX. TYP. A In HEAD/SILL1.1 m 1 7 I CORNERS 0 SNUBBER o = 3 Z r¢ C E,k \ C z > 4 IT -x�� ++--i--u•----ate x JuMAX. MAX. � 0 V) 10' OR 17' V FOR GLASS TYPES, SEE OR SHEET 6 SURFACE APPLIED w O w REFER TO FOR �� FALSE NUNTINS G g OPTIONAL d e SHEETS 3 AND 4. TYPICAL ELEVATION ev n o 1 7 2 3 D.L. OPG. D.L. OPG. 2 1/2° to (EQUAL LEG FRAME) 3/4 VENT WIDTH VENT WIDTH 3/4` • $•; I • its 0• i1' •• WINDOW WIDTH ? WOW INDWIDTH EXTERIOR I •0 o �•••• 1 4A • e � 00 • • 3 MAXIM MULTI POINT LOCK CAM LOCKS By 'TRUTH, fillC 9 2 LOCK POINTS ALT. TO CAM LOCKSALL S17ES MAX. WDW. LOCK © WIDTH POINTS c m 42 2 C � �it „toci or 3 7 Ila 84° 1 4 W 4 V = - • C 1A L Emr. JAVAD AHMAD _o pRODUCr REVISEDFLA. PE e (_703!7 4 38 as campiyhg with to Plod& vouftsCob Ameptettt -wo�r7"��2• �8 p 4 ZOtaEx0olon Dente By drawing no. ML pmdwi W99--04 sheet 1.1 of 7 ' 2.625 2 5/8 P 075 1.757 .768 �� jj 5 1.000 1407 F .090 TYP. Z L875 2.625 LI N 2.815 2.485 .720 .080 TYP. L438 0 11 CORNER KEIT CORNER KEY .060 THICK ST. STEEL .082 THICK ALUMINUM FLANGE FRAME VENT (5/16- LAM. GLASS) W.s 2.075 L757 n .768 g N T- F .090 TYP. 1d s 057 L875 j ilia .720 2'465 2.715 L438 VENT CORNER .080 TYR g z ALL FRAME AND VENT CORNERS TO BE EQUAL LEG FRAME VENT (INSUL LAM. GLASS) p SEALED WITH GE SILPRUF OR EQUIV. -1.757 W Q ,�.f ITEM PART 0 GueNTI17r DffiL�PTION MAY�RIAL >vLAan*./tTUPrIa>�L/Its>rTATocs � p� � 1 C01-373 4 FLANGE FRAME W83--T8 INMM" OR EQUIV. �� rrP. a cl IA CGI-397 4 EQUAL. LEG FRAME 6063-T8 INDAIM OR EMN. �N 2 CGI-378 4 VENT (5/16- LAM. CUM) 6083-78 INOALDt OR mm. �5 �I N 28 CGI-381 4 VENT (IML LAM. GLASS) 8063-T8 INLaAI" OR EQUIV. :+ L436: 35 2C Cp-385 4 VENT (7/18- LAIL GLASS) 8063-T8 INDN EX QR EQUIV. LZ Z ^ ••••• 3 CGl-37S 4 GLEE GLAZING � 6063-T5 INCALM OR EQUIV. 3A COI-398 4 SQUARE GLAZING BEAD 6063-76 WDALEX OR LQIRV. � i � d ''�, �• 4 4 - 4 .0� THICK CORNER KEY ALUMINUM - 1.347 (;i p •••• 5 - 8 .080 THICK CORNER KEY ST. STEEL - VENT (7/16' LAM. GLASS) • • • 6 AP-426 AS REM. FRAME WEATHERSTRIPPING - SCHL.EGEL APTUS .•••• 7 0200 X190 AS REM. VENT WEATHERSTRIPPING - SCHt FGE Q-LON .754 •• • • •+i•• 8 35-10-00-1VEN 01 2/ T 4 BAR HME, AT JAMBS STEEL TRUTH. ATTICIED W/ (8) #6 X 3/8' SS SMS 9 24-13-00-- 2/VENT FACE MOUNT ••LOCK STEEL TRUTH. ATTACHED W/ (2) #8 X 3/8' SMS ,383 • •••��• SA 2/VENT' MULTI POINT LDCR( - .630 • . • ••°••• / 10 - 2/VENT .110 THICK I= KEEPER. AT FRAME JAMB FACING LAC( STEEL CGI, ATTACHED W/ (2) 010 X 3/8' SS STNS �•• 0� �� .•••� 11 - 2/ CORNIER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4- SS SMS • .617 I I 12 - 2/ LITE SETTING BLOCKS EPOM DUROMETER 8015 SHOW A v CGI--375: OGEE GLAZING STOP $ I I 11 cm .808 830 .617 g m r v x CGI-395: SQUARE GLAZING STOP End: JAVAD AHMADCIVIL g PRODUCT REVISED 'CJPE 7 M w e mplyins with On n*& o n�pt� Expi ipn I)mgas Ll udt FRAME CORNER 20 Browing no. N� W99-04 sheet 2 of 7 3/16" ANN. GLASS 3/16" HEAT STREW'D GLASS 1/8- ANN. GLASS By 'E stmaSaflaCP CheWithmical PET Core .075" Saflex CP With PET Core By 'Eastman Chemical Co. 090" Saflex Clear And Color Glass .090' Saflex Clear And Color Glass By 'Eastman Chemical Co.' I By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .090° Saflex Clear And Color Glass INTERLAYERS INTERLAYERS By 'Eastman Chemical Co.' Z .090" Butocits PVB .090" SentryGlae LNTERIAYERS - d 'Kurar America, Inc.' By `Kuraroy Americo, Inc: •y ' �n�OB By aY 8y Kuroray America, Inc.' gE a. .090" Butodte PVB .090' Butacite PVB IG 1/8" ANN. GLASS BI+ 'Kuroroy America, Inc.' By 'Kuraray Americo. Inc.' Q SILICONE 3/16° ANN. GLASS m GE-1200 3/16" HEAT STREN'D GLASSMw M p� I j i tAC d DOW 899 SILICUNE SILICON i 1 SILICONE V elf it '1 DW 995 II j DOW 995 DOW 899 I DOW 899I SQUARE BEAD OPTIONAL . ALL GLASS TYPES AT 1/4 POINTS ON UTES 12 AT 1/4 POINTSONUTES 12 AT 1/4 POINTS ON LITEES = 8/16" NOMINAL 12 WIDER THAN 36" 7/1$" NOMINAL WIDER THAN 36 7/16" NOMINAL WIDER THAN 36' � GLASS T"IK 9 2' GLASS TYPE 03' GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RE3I3TANT WINDOWS P>:RFORMANCE VALUES OF IMPACT RESISTAN'P WINDOWS NO SHUTIVISi REOUIREO NO SHUTTERS REOWRED NO SHUTTERS REQI D p iA REFER TO SHEETS S 7HRU 7 FOR eMAUATION DETA%S REFER TO SHEETS S THRU 7 FOR @VSTALLAITON DETAILS REFER 70 SHEETS 5 TNRU 7 FOR 106154UNION DETAILS Z WINDOW DMIS. GLASS TYPE '2' GLASS TYPE 'e' GLASS TYPE 18' WINDOW DIMS. GLASS TYPE 'E' GLAD TYPE 'S' GLASS TYPE 48' WINDOW DIMS. GLASS TYPE '8' GLM TYPE 'S' GIA98 TYPE '8' $ M WIDTH HEIGHT W. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT W. (+) INT. (--) EXT. (+) INT. (-) EXT. (+) INT. H WIDTH HEIGHT EXT. (+) 1M'. (-) EXT. (+) INT. (-) EXT. (+) 1NT. (-) S vO1i 24" 110.0 195.0 110.0 195.0 110.0 195.0 24" 110.0 138.8 110.0 195.0 110.0 195.0 26" 110.0 195.0 110.0 195.0 110.0 195.0 28° 110.0 195.0 110.0 195.0 170.0 195.0 28° 110.0 118.9 110.0 195.0 110.0 195.0 38-3/8" 110.0 190.6 110.0 195.0 110.0 195.0 w O w 30" 110.0 194.3 110.0 195.0 110.0 195.0 30- 110.0 111.0 110.0 195.0 1110.0 195.0 19-tJ8- 5D-5/8" 110.0 144.5 110.0 195.0 110.0 195.0 3 0 AHMAD 36" 110.0 161.9 110.0 195.0 110.0 195.0 42- 36" 92.5 92.5 110.0 120.0 110.0 120.0 63" 104.2 104.2 110.0 195.0 110.0 195.0 � tL 42 .0 1 . 110.0 195.0 110.0 195.0 42- 79.3 79.3 110.0 120.0 110.0 120.0 74-1/4!' 63.0 63.0 110.0 195.0 110.0 120.0 j n a W-3 24' 48' 1 110.0 195.0 110.0 195.0 48" 69.4 69.4 110.0 120.0 110.0 120.0 110.0 195.0 110.0 195.0 110.0 195.0 4 �i 54' 107.9 107.9 110.0 195.0 110.0 195.0 54' 61.7 61.7 110.0 120.0 110.0 120.0 W-6 38-3/8. 10.0 137. 110.0 195.0 110.0 195.0 00 13 ��•� 60" 95.4 95.4 110.0 195.0 110.0 120.0 24" 110.0 121.4 1104 195.0 110.0 195.0 6-1 2 50-5 8 104.3 104.3 110.0 195.0 110.0 195.0 - / / • 66" 73.4 73.4 110.0 120.0 110.0 120.0 28" 104.1 104.1 110.0 195.0 110.0 120.0 63" 77.9 77.9 110.0 120.0 110.0 120.0 • ,� • w• 72" 56.1 56.1 110.0 120.0 110.0 120.0 30" 97.1 97.1 110.0 195.0 110.0 120.0 74-1/4° 46.6 46.6 110.0 120.0 110.0 120.0 • 1 o •� ••w w i e 78" 43.8 43.8 110.0 120.0 110.0 120.0 W. 80.9 80.9 110.0 120.0 110.0 120.0 2648" ' 110.0 145.4 110.0 195.0 110.0 195.0 • U �� •••• 84" 34.9 34.9 110.0 120.0 110.0 120.0 42- 69.4 89.4 110.0 120.0 110.0 120.0 " 38-3/8" 98.5 98.5 110.0 194.5 110.0 120.0 • • 24" 110.0 194.3 110.0 195.0 11x.0 195.0 48' 80.7 80.7 110.0 120.0 110.0 120.0 37 50-5/8" 74.7 74.7 110.0 120.0 110.0 120.0 • • • ••:••. 28" 110.0 156.5 110.0 195.0 110.0 195.0 24" 107.9 107.9 110.0 195.0 110.0 195.0 63' 60.0 60.0 110.0 120.0 110.0 120.0 • • • •w••• • wwwwww 30" 110.0 155.4 110.0 195.0 110.0 195.0 28" 92.5 92.5 110.0 120.0 110.0 120.0 26° 110.0 128.1 110.0 18x.0 110.0 795.0 ; • •• 36' 110.0 129.5 110.0 195.0 110.0 195.0 54' 30- 86.3 86.3 110.0 120.0 110.0 1120.0 4Y 38-3/8" 86.8 85.8 110.0 120.0 110.0 120.0 w w o •w•• • 42" 110.0 111.0 110.0 195.0 110.0 195.0 36° 71.9 71.9 110.0 120.0 110.0 120.0 50-5/8" 65.8 65.8 110.0 120.0 110.0 120.0 • �' ;•••• 30" • 48' 97.1 97.1 110.0 195.0 110.0 120.0 42- 81.7 61.7 110.0 120.0 110.0 120.0 53-1/8" 28' 101.3 101.3 110.0 195.0 110.0 120.0 • 54' 86.3 86.3 1`10.0 120.0 110.0 120.0 24- 95.4 95.4 110.0 195.0 110.0 120.0 38-3/8" 68.6 68.6 110.0 120.0 110.0 120.0 - 60° 77.7 77.7 110.0 120.0 110.0 120.0 �° 28" 83.3 83.3 110.0 120.0 110.0 120.0 72" 46.0 46.0 110.0 120.0 110.0 120.0 36" 84.8 64.8 110.0 120.0 110.0 120.0 78" - - 110.0 120.0 - - 24' 73.4 73.4 110.0 120.0 110.0 120.0 NOTE: o .a c o 24` 110.0 161.9 110.0 195.0 110.0 185.0 66° 28" 64.2 64.2 110.0 120.0 110.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE 28" 110.0 13ILS 110.0 195.0 110.0 195.0 300 60.6 60.6 110.0 120.0 110.0 120.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) � c AND FLORIDA BUILDING COMMISSION 30" 110.0 129.5 110.0 195.0 110.0 195.0 24 56.1 55.1 110.0 120.0 110.0 120.0 DECLARATORY STATEMENT DCA05-OEC-219 •_ - 36" 107.9 107.9 110.0 195.0 110.0 195.0 72- 28- 46.9 48.9 110.0 120.0 110.0 120.0 Eng1 T 42" 92 5 92.5 110.0 120.0 1Ia.0 120.0 �° 46.0 46.0 110.0 120.0 110.0 120.0n �aVAD lilJL PRODUCT REVISED C. iv 48" 80.9 80.9 110.0 120.0 110.0 120.0 24' 43.8 4,3.8 110.0 120.0 110.0 120.0 F LA. 7OS92 B��yiRllwiffi FIaTaT 54" 71.9 71.9 110.0 120.0 110.0 120.0 78" 28" 38.1 38.1 110.0 120.0 110.0 120.0 38 8�Nols-oppie �60" 64.8 64.8 110.0 120.0 110.0 120.0 30" - - 110.0 120.0 - - mfign DaW8 24- 34.9 34.9 110.0 120.0 110.0 120.0 By drawing no. NOTI=: �" 28. _ - 110.0 120.0 - - 2015 mLi" t'tod� LOAD/AREA OMITS W99-04 FOR +110.0, -120.0 PSF = 16.34 SO. FT. +110.0, -195.0 PSF = 10.00 SO. FT. sheet Sof 7 I 1/8° TEMP. GLASS 1/8° TEMP. GLASS AIR SPACE AIR SPACE 1/8- ANN. GLASS 1/8' TEMP. GLASS .075' Saflex CP With PET Core .075' Saflex CP With PET Core Z By 'Eastman Chemical CO.' By 'Eastman Chemical Co.' O L .090" Saflex Clear And Color Glass .090" Soflex Clear And Color Gloss P 4�i1 I INiERLAYERS By 'Eastman Chemical Co.' INiERtAYERS By 'Eastman Chemical Co.' SQUARE BEAD o_ .090" SentrAlos .090" SentryGlas OPTIONAL p ALL GLASS TYPES By 'Kuraray America, Inc.' By 'Kuroroy America, Inc' x{ .Ow Butacke PYB L .090" Butacite PYB � C kc By 'Kurcray Americo. Inc' By 'Kuroroy Americo, Inc.' a O p� 1/8' ANN. GLASS 1/8- TEMP. GLASS g XL EDGE SPACER XL EDGE SPACER i93 ST. STEEL BY 'CARDINAL' SILICONE ST. STEEL BY 'CAROMAL' SILICONE •� i>= OR0E-1200 OR i '; GE-100 2 g DURASEAL BY 'QUAKER' DOW 999 DURASEAL BY 'QUANEXR' DOW M DOW 899 SUPER SPACER BY 'QUANEX' SUPER SPACER BY 'QUANEX' .1 Z 12 AT 1/4 POINTS ALL SIZES 12 AT 1/4 POINTS ALL SIZES a g 3/4" INSULATED 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' v C*j PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WRNDOWS Z NO SHUrIERS REMMW NO SHURfRS REQUIRED NO SHUTTERS REDUIRIM $ r i REFER TO SHEETS 5 THIOL 7 FOR INS14LATION DETAILS REFER 70 SHEETS 5 THRU 7 FOR DWALIATM DETAILS REFER TO SHEETS S THRU 7 FOR IP TALIATM DETAILS 5 90), VDIDOWi DIMS. GLASS TYPE '2A' GLASS TYPE '3A' TIINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '9A' b I � WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 W. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) Exr. (+) 1 NT. (-) WiDTH HEIGHT ExT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) w O 24" 110.0 195.0 110.0 195.0 24- 110.0 13&8 110.0 195.0 26' 110.0 195.0 110.0 195.0 p tn 28" 110.0 195.0 110.0 195.0 28' 110.0 118.9 110.0 195.0 38-3/8" 110.0 190.6 110.0 195.0 (L W. 110.0 194.3 110.0 195.0 30 110.0 111.0 110.0 195.0 19-1/8" 50-5/8" 110.0 144.5 110.0 195.0 F N 36` 110.0 161.9 110.0 195.0 42- 36" 92.5 92.5 110.0 120.0 63- 104.2 104.2 110.0 195.0 p N tn M 42- 110.0 138.8 110.0 195.0 42- 79.3 79.3 110.0 120.0 74-1/4- 63.0 63.0 110.0 120.0 3-,I'1• 0 24" 48' 110.0 121.4 110.0 195.0 48° 69.4 69.4 110.0 120.0 28' 110.0 195.0 110.0 10&0 Z� so ••••• 54" 107.9 107.9 110.0 195.0 54` 61.7 51.7 110.0 120.0 38-3/8" 110.0 137.5 110.0 195.0 • p • •• 60" 95.4 95.4 110.0 120.0 24' 110.0 121.4 110.0 1954 26-1/2" 50-5/8' 104.3 104.3 110.0 195.0 O- +� ••••• 66' 73.4 73.4 110.0 120.0 280 104.1 104.1 110.0 120.0 63" 77.9 77.9 110.0 120.0 U -:1 •••• 72' 58.1 56.1 109.3 109.341r30' 97.1 97.1 110.0 120.0 1 74-1/4" 46.6 46.6 90.9 90.9 • *ego* 78° 43.8 43.8 85.4 85.4 360 80.9 80.9 110.0 120.0 26° 110.0 145.4 110.0 195.0 • • • • • ••••.• 84" 34.9 34.9 68.0 88.0 42- 69.4 69.4 110.0 120.0 37' 38-3/e° 98.5 98.5 110.0 120.0 • •••••• • • 24" 110.0 194.3 110.0 195.0 48' 60.7 60.7 110.0 118.4 50-5/8- 74.7 74.7 110.0 120.0 • • 28" 110.0 166.5 110.0 195.0 24' 107.9 107.9 110.0 195.0 630 60.0 60.0 110.0 117.0 i • o a ••••is • W. 110.0 155.4 110.0 195.0 28° 92.5 92.5 110.0 120.0 26° 110.0 128.1 110.0 195.0 'Q' •••••• 36" 110.0 129.5 110.0 195.0 54' 30' 86.3 86.3 110.0 120.0 42" 38-3/8" 86.8 86.8 110.0 120.0 42` 110.0 111.0 110.0 195.0 36' 71.9 71.9 110.0 120.0 50-5/8' 65.8 85.8 110.0 120.0 30` 48` 97.1 97.1 110.0 120.0 42` 61.7 61.7 110.0 120.0 53-1/8' 26' 101.3 101.3 110.0 120.0 _ 6O" 77.7 77.7 110.0 120.0 28" 83.3 83.3 110.0 120.0 NOTE: so 66' 60.6 80.6 110.0 118.2 30' 77.7 77.7 110.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE o o - 72° 46.0 46.0 99.9 89.e 3s' 64.8 64.8 1104 120.0 BASED ON ASTM E1300-09 {3 SEC. GUSTS) � g s , g g 79" - - - - 24' 73.4 73.4 110.0 120.0 AND FLORIDA BUILDING COMMISSION � °c�, U. n = _ DECLARATORY STATEMENT DCA05-DEC-219 24' 110.0 161.9 110.0 195.0 86- 28' 64.2 64.2 110.0 120.0 28' 110.0 138.8 110.0 195.0 30" 60.6 60.6 110.0 118.2 Engr. JAVAD AHMAD 300 110.0 129.5 110.0 195.0 24" 56.1 56.1 109.3 109.3 PRODUCT RCUISP-I1 Q CML es c�>Iplyfn8 will�+Ftarfds 36" 36" 107.9 107.9 110.0 195.0 72" 28° 48.9 48.9 95.3 95.3 FI C 3538 7ti59 awning Codd rJ- o 42- 92.5 92.5 110.0 120.0 30" 46.0 46.0 89.8 89.8 AeNo �,, �} .J tkr bete 48" 80.9 80.9 110.0 120.0 24' 43.8 43.8 85.4 85.4 flit • 540 71.9 71.8 110.0 120.0 28' 38.1 38.1 Lu 74.3 74.3 NOTE: Miami PMductt7olmol drawing no. 60" 64.8 64.8 110.0. 120.0 .. 84 24" 34.9 34.9 �.0 68.0 LOAD/AREA IJMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. MAY 015 W99-04 +110.0, -195.0 PSF = 10.00 SQ. FT. sheet 4 INSTALLATION CONDITIONS FLANGE FRAME (APPLES TO ALL FOUR SIDF� �y FOR ANCHOR PERFORMANCE VALUES SEE SHEETS TYPICAL ANCHORS I SEE ELJ:V. FOR SPACING SEE SHEET 6 FOR DESCRI Z TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING „,—SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTIONSIE SHEET 6 FOR DESCRIPTION RET. 3/8' 3/4' g� g STRUCTURES f Rr MIN. SEALANT SEALANT 1 y a a a%t.z .a \V) 2 1/8” a s a z 4 2 1/8" I p MIN. e 1" MIN. n 1' MIN. Z fA 2-1/2' MIN. 2-1/2' MIN. g INSTALLATION TYPE '1WOOD BUCK TYPE T INSTALLATION TYPE '2' WOOD BUCK TYPE '2' $ MAE619L: PRESSURE TREATED ,: PRESSURE TREATED g w TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES,ZUSING WOOD MML. STRUCTURESSo R I'- WO O o ...' TYPICALCAL ANCHORS ELEYFORF _ACING SEE ELLYf SPACING TYPICAL ANCHORS IV ••e •••• e SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION SSEE EE � ACI1��• W• �• 1 3/8 zKSEALANT SEALANT —� e• "� Z 2 �6► ••••• • a., •• •e•e•• • 2 1/6' • • MIN. • o a DUCK INSTALLATION 6Y OTHERS d a N"W"* INSTALLATION BY OTHERS ATTACHMENT TO c 1" MIN. 1" MIN. APM-VED MULLIONSn MIA INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUQN TYPE •!c $ g $ 7YPIC/4L INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL o o N oo ' ON ALL FOUR SIDESf USING WOOD ON ALL FOUR SIDESZUSING WAD 109 o S S a ti m 4 v x ALUM CHANNEL 3/4' X 1" X 3/4" X 1/W p 2-1/2' LONG NL7G582 PEPRoDUCTREYlSR313 N AT ANCHOR LOCATIONS as coir*jIn6*di*9 floble c CAN. BWIdAcceI a aawo as1.R.�� };• ' mlhm Die 20 8 WOOD SUCKS NOT BY CGI CORP., MUST SUSTAIN 2015 Milm adeProductGo Lit, g no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION 9—Ot1• THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) 4ftV FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 I TYPICAL ANCHORS I SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 0 TYPICAL ANCHORS TYPICAL ANCHORS METAL SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 3/4 STRUCTURES SEE SHEET 6 FOR DESCRIPTION JAR SEE SHEEP 6 FOR DESCRIPTION go MIN• 29 � C 1 3/8• I eM�Mi 4o • I � I � I � � 0 °I�Ir Z a S a C I •'�,z•• a a'd' 2 i/6� a 'C I a d'.z•, ¢ \ 2 1/r r a IA 2 c Q " v g o MIN. $ ' 0 1•-MIN. a 1• MIN. lu 2-1/2• MIN. 2-1/2' MIN. INSTAL TION TYPE '1MOOD BUCK TYPE '9' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' z MUM PRESSURE TREATED $IRI, PRESSURE TREATED TYPICAL INSTALLATION IL TYPICAL INSTALLATl N DETAIL ATTACHMENT TO I ST ON ALL FOUR SIDES&SING WOOD ON ALL FOUR SIDES,ZUSING W D METAL STRUCTURES W g .. G .. 00000 ...... a • TYPICAL ANCHORS •e , M ••e•i• SEE ELEV. FOR SPACING '•' O r� e e TYPICAL ANCHORS TYPICAL ANCHORS SEE SHEET 6 FOR DESCRIPTION•• (� •••••• SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING • '� • • SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION •• I x •A ••••• •• R • /ew (a� 0000•• 1 1 — • • • 0000•• r \ �+ I r r _ _ C a QP a Q' 2 7/6* o-1 a Q a Q 2 1/6•IfO a' v v v Q MIN. ATTACHMENT TO a a BUCK INSTAUA71ON BY OTHERS d a BUCK INSTALLATION BY OTHERS APPROVED MULLIONS $ $ z a INSTALLATION TYPE '3' WOOD BUCK TYPE '3: INSTALLATION TYPE '4' WOOD BUCK TYPE '4' c PRESSURE TREATED PRESSURE TREATED S o o S 8 � om - nz _ TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL, a ON ALL FOUR SIDES&SING WOOD ON ALL FOUR 51DESf USING WOOD Enyr JAY�1tf NORAD PRODUCf.RBVISBI? � FIA PE R 70592 a cumoyi IS wm am FIWWR N Y CAN. BAS is osse-2S A , ion Hale k3 I � e WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN M Productcoubw drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER W99--04 THEM TO THE BUILDING STRUCTURE. (sheet rjjof 7 PERFORMANCE VALUES OF INSTALIATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS ' REFER To 04W b FOR DETA1t.S REFER TO SHEET 5 FOR DUARS ANCHORS TYPE W & 'C' ANCHORS TYPE 'B' A1tmm TYPE 'A' & 'C' ANCHORS TYPE `B' WINDOW DVTs. W/o SHEAR CLIP WM SNFAR CLIP 111TH OR W/o s mA CI7P WINDOW DHM W/o SHEAR CLP Nm SNEAK CLIP vm OR x/O me CLIP VADTH HEM AT 17' O.C. AT 10" O.C. AT 17' O.C. AT 16' O.C.AT 17" O.C. AT 10" O.C. WIDTH HBGHT AT 17" O.C.AT 10' O.C.AT 17' O.C.AT 10' O.C.AT 17' O.C. AT le O.C. 24° 185.0 195.0 129.0 193.5 198.0 195.0 24' 188.2 195.0 89.2 158.8 198.0 195.0 280 185.0 195A 110.8 165.9 195.0 i93.0 78• 28' 159.6 185.0 85.1 13L1 198.0 195.0 30° 195.0 195.0 154.8 154.6 195.0 195.0 30' 148.9 195.0 79.4 127.0 195.0 195.0 p a c� 38' 1 195.0 129.0 172.0 195.0 188.0 24" 185.0 195.0 110.6 185.8 185.0 195.0 42' 195.0 1954 110.6 147.4 195.0 185.0 28' 177.8 195.0 94.8 142.2 195.0 195.0 48' 1 . 195.0 129.0 181.3 195.0 195.0 24' PERFORMANCE VALUES OF INSTALLATION A1IVCHORS 54' 195.0 195.0 114.7 172.0 195.0 195.0 N REFER TO SHEET 5 FOR WAILS 60• 183.6 195.0 103.2 154.6 195.0 195.0 Q „ ANCliO>L4 TYPE A & C' ANCIi0R3 TYPE 'D' t 86' 195.0 198.0 117.3 164.2 195.0 195.0 WNDOW Dum W/0 SHEAR CLP In SHEAR CLIP WITH OR W/O NEAR CLP V �i 72' 195.0 198.0 107.8 150.5 1954 19.8.0 WIN HEIGHT AT 17' O.C. AT IV O.C. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10' O.C. 78' 186.2 195.0 99.2 138.8 195.0 195.0 28' 195.0 198.0 149.4 195A 1954 19''x.0 t 84' 195.0 195.0 1 to.$ 165.9 1954 195.0 38-3/8' 195.0 195.0 181.9 195.0 195.0 195.0 c ri 24' 1954 195.0 184A 154.8 195.0 195.0 19-1/8' 50-5/8' 195.0 195.0 153.5 191.8 185.0 195.0 Z 28' 195.0 195.0 132.7 132.7 195.0 195.0 30' 195.0 195.0 123.8 123A 195.0 1950 1950 195.0 123.3 195.0 185.0 195.0 38' 183.8 19&0 1032 137.6 185.0 195.0 74-1/4' 1950 1950 130.6 195.0 195.0 195.0 42' 185.8 195.0 88.5 117.9 185.0 185.0 � 185.0 1950 107.8 181.6 185.0 195.0 04 48' 193.6 19f.0 103.2 120A 195.0 195.0 3 1 1954 108.8 148.) 1954 195.0 C 30' 28-1/2" 195.0 185.0 110.8 138.5 195.0 19&0 P�:nt X 54' 172.1 1954 91.7 137.6 195.0 195.0 63" 167.0 195.0 89.0 195.8 198.0 1950 e� 80' 134.9 19LO 82.6 123.8 195.0 195.0 74-1/4' 177.1 10&0 84.4 181.1 195.0 195.0 � rj 86' 178.0 1954 93.8 131.3 195.0 195.0 0 N ° 28" 1954 1950 115.9 164.6 185.0 195.0 I 72 161.3 1954 86 0 120.4 195.0 195.0 t 38-3/8 147.3 195.0 78.8 104.7 1954 195.0 U 0r�j � 78' 148.8 193A 79A 127.0 19LO 19LO 3Y w 0 UJ 50-5/8' 148.8 18&0 79.3 99.2 595.0 1950 24' 185.0 195.0 129A 172.0 195.0 19LO C3 �••• 63" 119.8 1954 63.8 111.6 181.4 195.0 28° 193.0 186.0 110.6 147.4 1934 1950 ANCHORS lY/0 SHEAR CLIP ANCHORS WITH SHEAR CIdP ; � ��•••• •••••• 28` 191.5 1954 102.1 13LI 195.0 195.0 30' 193.6 195.0 103.2 137.6 195.0 195.0 • 1. •0 42' 38-3/8' 129.7 ri3.0 N.2 92.2 198.0 185.0 1� • 38' 161.3 196.0 864 114.7 195.0 195.0 •�• �• ••••i• 42' 138.3 184.4 73.7 98.3 195.0 195.0 50-5/6 135.5 183.9 88.8 87.4 188.0 193.0 • • n • • " 26' 195.0 195.0 107.6 161.4 1850 1850 •• •••••• 48• 161.3 1954 864 107.5 195.0 195.0 53-1/8 69 • 38-3/8' 138.7 185.0 T2.8 109.3 1954 195.0 ••• • o6 m 54" 143.4 195A 76.4 114.7 195.0 195.0 1 .�r ..... 60• 129.1 193.6 68.8 103.2 1950 1954 TYPICAL ANCHORS• sEE ELEV. FOR SPACING m Y ��:::. 24' 1950 195.0 110.6 147.4 1950 195.0 U' _• 28' 177.6 195.0 94 8 12&4 195.0 185.0 TYPE 'Ar w DUL - ' ' (Fu=163 K9, Fy-157 K9) •• V v3% 0 •• • • 30' 165.9 195.0 88.5 117.9 195.0 1954 (Fu-177 KSI. F)-155 KSt) ****so 42' 36' 1383 164.4 73.7 96.3 195.0 1850 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES •.. : • �....: 42' 118.8 168.0 63.2 64.2 179.8 195.0 • 1-1/2 MIN. PENETRATION INTO WOOD 48° 138.3 172.9 73.7 92.1 195.0 195.0 �I 54• 122.9 194.4 65.8 95.3 166.4 ISLO THRU 1 BY BUCKS INTO CONC. OR MASONRY 24' 195.0 195.0 129.0 181.3 195.0 1454 1-1/4" MIN. EMBED INTO CONC. OR MASONRY N 28' 195.0 19&O 110.6 13L2 1950 1854 , 'HEM' TYPE Br- 1/4w DIA IMK-CON 11 BY HEM (Fu-163 KSI. Fy=157 KSI o 4W 30' 183.8 1854 103.2 129.0 18&O 186.0 � 38' 181.3 195.0 66.0 107.5 19&O 195.0 j./Am DIA, ULTRACAN BY r ELCQr, (Fu-m KSI, "m KSI) g $ z 42' 138,3 172.9 73.7 92.1 195.0 196.0 DIRECTLY INTO CONCRETE S 46 121.0 151.3 64.5 80.6 163.3 196.0 1-3/4n MIN. EMBED INTO CONCRETE 24' 195.0 195.0 114.7 172.0 i954 196.0 w $ 2 r► 28' 164.4 195.0 9L3 147.4 195.0 Is" TYPE 'C'- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) p N 4 1-6o d b4• 30' 172.1 195.0 91.7 1378 195.0 195.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') 8 21, 8 8 wkd = 36' 143.4 195.0 o - 78.4 114.7 19LO 195.0 INTO METAL STRUCTURES � 42' 122.9 184.4 65.5 98.3 186.4 195.0 STEEL s 12 GA. MIN. (Fy = 36 KSI MIN.) 24" 193.6 195.0 103.2 154A 19LO 195.0 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) I " 28" 183.9 t9&0 66.6 132.7 195.0 195.0 (STEEL IN CONTACT WITH ALUMINUM M BE PLATED OR PAINTED) " �APRODIXT 30' 164.9 1954 82.6 123.8 19&0 1954 0.v R1�r51111hg�7ptldp o TYPICAL EDGE DISTANCE FLA. F'E 70592 + Ply u6 36' 129.1 193 6 68.8 103 2 19&0 195.0 CAH• 38 Acceptor C N' 5y. t19./2' 24' 19Lo 195.0 117.3 164.2 19&o 196.0 INTO CONCRETE AND MASONRY = 2-1/2- MIN. �+7 86' ov-` Doe 28' is&$ 195.0 100.5 14.7 1954 195.0 INTO WOOD STRUCTURE = 1" MIN. 30• 178.0 195.0 93.8 131.3 195.0 19&0 INTO METAL STRUCTURE = 3/4" MIN. By 24' 195.0 195.0 107.5 150.5 195.0 1954 42015 Mim pro" drawing no. 72' 26' 172.9 195.0 92.1 1294 195.0 195.0 WOOD AT HEJ1O, SILL OR JAMBS so m 0,55 MIN. W99-04 CONCRETE AT HEAD. SILL OR JAMS f'c - 3000 PSI MIN. 30' r-161.3__L_IM_j 88.0 120.4 19&0 1 185.0 C-90 HOLLOW/FILLEO BLOCK AT JAMBS I'm - 2000 PSI WN. sheet $of 7 PERFORMANCE VALUES OF PERFORMANCE VALUES OF ALUMINUM BUCK FRAMING DETAILS �u ALUMINUM BUCK INSTALLATION ANCHORS ALUMINUM BUCK INSTALLATION ANCHORS 1/4° ANCHORS 1/4` ANCHORS 1/4" ANCHORS 1/4" ANCHORS REFER U5£ LOWER H VALUEBOR WINDOW CAPACRIES VINDOW DIMS. WTO MASONRY INTO WOOD VINDOW DIMS. IlITO MASONRY INTO WOOD Z WIDTH HEIGHT EXL(+)/W.(-) oQ.(+)/Nr.(-) WIDTH HEIGHT ExT.(+)/(NT.(-) EXT.(+)/W.(-) p 24" 195.0 195.0 24' 195A 14&0 28" 195.0 195.0 28" 190.3 128.9 A 30' 195Z 185.0 45" 30" 177.6 118.4 � IL g .0 36" 148.0 9L7 NOTE: 42" 195.0 169.1 42" 126.9 84.6 ALUM BUCK ANCHORS TO BE INTO 0 CONCRETE AT HEAD & SILL. 24' 48" 111.0 74.0 MAY BE INTO FILLED CMU AT JAMBS. V ti 54° 195.0 131.6 24' 195.0 131.8 V p et 60" 177.6 118.4 28' 169.1 112.8 66: 181.5 107A 54" 30� 157.9 105.2 !4 O 72 148.0 a8.7 'u 131.8 87.7 I I VVV a y 785 136.8 91.1 42' 112A 75.2 126.9 54.8 24` 177.6 118.4 I I 24" 195.0 195.0 �. 28" 1522 401.5 1 1 M 28" 195.0 195.0 30" 142.1 94.7 30' 19&0 195.0 36' 11&4 78.9 36' 195.0 189.1 24' 195A 134.5 SMS #14 SMS O N 42' 195.0 145.0 68" 28" 173.0 115.3 �w AT1 6" FROM ENDS �w AT On FROM ENDS Z 45" 190.3 128.9 30" 161.8 107A WVtJ 24` O.C. MAX AT JAMBS WVLJ 24` O.0 MAX. AT JAMBS � I M 169.1 112.8 24' 185.0 123.3 17" O.C. MAX. AT HEAD/Sgl17" O.C. MAX. AT HEAD/SILL s 80' 182.2 101.5 72' 28' 136.8 105.7 a [ 'v ilii I Ix 66" 138.4 92.3 30' 148A 98.7 .- W 0 W v 72" 126.9 84.8 24' 170.8 1132 0 •• 78' 117.1 78.1 78" 28' 146.4 97.6 w i 4*�i... •••••• 84" 108.7 72.5 30" 136.6 91.1 • o. •• 24" 195.0 195.0 24" 190.3 126.9 e a ••• �• ••••i• 28" 195.0 195.0 28" 183.1 108.7 d - °• e ••• O M 30' 195.0 189.4 28 185.Q 199.0 a •• ��Qp s •••• " d.: OM d . v° ••• .1111 ,Z too... • • 35" 195.0 157.9 38-3/8" 195.0 195.0 ", a I d1/4' DIA. KWIK-CON/ULTRACON #14 SMS 1 4 -� '•••• 42' 195.0 1353 19-1/8` SO-5/$" 195.0 178.1 A d 1-3/8' MIN. CONC. EMBED 1-1/2" MIN. WOOD EMBF�D• Q .^•� ••i•• AT 6" FROM ENDS AND AT 6" FROM ENDS AND • C7 ~ •� •..... 30' 48' 195.0 118.4 83" 198.0 141.5 2 1/2- MIN. 24" O.C. MAX. AT JAMBS 24" O.C. MAX. AT JAMBS:-- 5'r AMBS;•• () Z .' 54' 195..0 105.2 74--1/4' 180.1 120.1 EDGE DIST. 17' O.C. MAX AT HEAD/SILL 1" MIN. 17" O.C. MAX. AT HEAD/SILL • Go" 177.8 94.7 195.0 195.0 ; • • . • 88' 161.5 86.1 38-3/8 95A 1 •• • ••••• 72" 1148.0 78.9 28--t/2 - 190.6 127.1 INSTALLATION WPE '$' INSTALLATION TYPE '$' • 78" 136.5 72.9 63' 153.2 102.1 INTO MASONRY 29Y WOOD BUCK OR WOOD STRUCTURES 24` 195.0 195.0 74-1/4' 130.0 86.7 28" 195.0 169.1 26" 195.0 177.2 TYPICAL INSTALLATIOAI DETAIL ° w w W 30" 198.0 187.9 38-3/8" 135.1 120.1 C s' �" 195.0 131.6 37' sQ-s/e• 102.4 e1.0 ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM MGM� 3 42' 195.0 112.8 63` 82.3 73.1 48" 185.0 98.7 53-1/8• 28" 185.2 123.4 54" 164.4 57.7 38-3/8' 125.4 83.6 . Om .= dd � 148.0 78.9 24" 190.3 169.1 2" .845 R o ^o S L o W 1� U' i - 28" 183.1 145.0 .645 .065 30" 152.2 135.3 .055 .592 F- 42' 38" 126.9 112.8 42' 108.T 98.7 .552 1.125 Engr. JAV�AHMAD PRODUC r REVISED FLA. PE �[7_0892 ee cetnply wills the FtWiAM o T 48 98.1 84.8 1.436 CAN. x638 Badding Code 54" 84.8 75.2 .125 .803 Atance �'O�t�'�1�a ALUMINUM BUCK OPTIONAL COVER 13Yas1,F& ct drowittg no. 6053-T6 8083-T8 AY W99-04 sheet 7 of 7 o _c Z � 1 1.000 r � L! h G _ 4.000 3.600 e� & 4 2.500 � 3 1W�gr a I .125 TYP. .125 TVP. L .125 TVP. 1 X 2-1/2 STD. TUBE 1 X 3 STD. TUBE 1 X 4 STD, TUBE 6663-7`6 6063-78 6063—T8 C3 o W-1(1),W10(2),W -11 2 W-12(2) •• �M ••• SES SENTINEL UNCLIPPED ALUMINUM MULLIONS ( )' ERI •.. 3 •••• WINDOW FRAME MEMBER INCLUDED IN PROPERTIES •• • THESE MULLIONS TO BE USED WITH ••• • SERIES 130 SENTINEL FIXED WINDOW ••• a .. ••••• SERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 120 SENTINEL HORIZ. SLIDING WINDOW •••• • FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOD'S. •' "": LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. G v NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITI' HURRICANE ZONE (HYR). ALL. GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER ib INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. INSTRUCTIONS: c< eo j ANCHORS SHAH BE AS LISTED. SPACED AS SHOWN ON DETAILS, DMEDMENT USE CHARTS AS FOLLOWS. TO BASE MATERIAL SHAD. BE BEYCJNO WALL SIG (STUCCO. Tll£ ETC.). STEP I DETERMINE DESIGN LOAD REWIRED PER ASCE 7 i ANCHORING CONDITIONS OTHER THAN THOSE SHIN THESE DETAILS FOR PARTiCIpAR OPENING. £rgr. JAYAO AHMAD PRODUCT'REVISED ARE NOT PART OF T};;5 APPROVAL. USE CONNECTION OF WINDOWS TO MULLION AS PER FLA. �'7�f82 Bmas�ldn'u�f�e��the Florida A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED W DESIGN OF STEP 2 CAN. ANCHORS INTO WOOD ONLY. PRODUCT APPROVAL. Acceptance No l�-lID3 09 USING CHARTS ON SHEETS 3 THRU 5 SELECT MULLION TYPE LLl MATERIALS RH<R L1�IG BUT NOT uMT1Eo TO S�At SCRE1(IIS, TILQ COME INTO TAND ANCHOR HE I LOAD SPECIFIED WITH iN STEP MORE THAN ZOR Ex iration Date [1 U CONTACT WITH OTHER 1>15S9dILAR MATERIALS MEET THE REQUIREMENTS f,. AAiam t Con Browing no. OF THE FLORIDA BLDG. CODE. STEP 4 CAPACITY OF SELECTED CGI'S WINDOWS AND MULLION I MUST EQUAL OR EXCEED REQUIRED LOADS. f . k 1N 10-01 THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT Cahoot.1 of • �„ I OR 2 ANCHORS OF FLANGE ADAPTOR AND FLUSH FRAMES 3' A SIDE OF MULLION (AT 1NIIJOOw FRAME) , . E. SEE CHART B' FOR CAP SEE CHART A FOR CAPACITY TtfP. SEE CHART 'A' FOR CAPACITY USED AT ALL MULLION COMBINATIONS. a 0 z 4 } r, a I t I w1 'Q�b I W2 a W'I 'p�g 1 W2 ( wi 1 alg 1 W2 p • FRAMES MAY BE b fJU fLANGE OR EQUAL LEG TYPE �� M•�-- � ��r•-� SEE SHEET 7 FOR F� DETAILS I W W N W-1(1),W10(2 W-11(2), = N N N oo W-12(2) � Q� .. JHEXTERIOR EXTERI EXTERIOR e� �••.. ...... _ wi:J2: �W2: 94 •• FIXED TO FIXED S.H. TO S.H. H.R. TO H.R. WIDTH � � OO •••• • SEE CHART 'A' FOR CAPACITY SEE CHART 'A' FOR CAPACITY SEE CHART 'A' FOR CAPACITY •• d � •••• •• Z 644 • C9 ••••• ML '/ o V I 1 t 1 1 I RODUCT RF,VISCD g Wf a o W2 a) W1 W2 W1 YV2 complying a tb dw Floeids Suilding Codo Q Acceptance No Expirution Date o c ,a B a a Product o C,a End: JWAD MOM � e c • - a FIA. PE, 70592 CJ4N.j N N NdrowM no. Lc EXTERIOR EXTERIOR EXTERIOR (//"�l� 19 06 1 0 01 FIXED TO S.H. FIXED TO H.R. S.H. TO H-R. sheet 2 of 7 CHART IAe DIEM LQAv CAEA= - PSF CHART W DESTc14 LOAD WACM - PSF ss MULLION WITH ANY COM M710K OF SERIES SENTINEL MULLION WITH ANY COMBINATION OF SERIES SENTINEL �� v ` FD1ED� HORIZONTAL SLIDING OR SI�+IGLE HUNG WINDOYYS FTXED. HO»TAl SLIDING OR SINGLE HUNG WINDOWS W1NDOlq DIMS. 1 ANCHOR AT 2 ANCHORS ATMULLION1111ND0� DlI,i3. 1 ANCHOR AT 2 ANOM AT EACH SIDE OF MULLION EACH SIDE OF MULLION EACH SIDE OF MULLION EACH SIDE OF MULLION O WIDTH (11) MULL SPAN MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL 7UBE MULL TUBE WIDTH (W) MULL SPAN MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBS MULL TUBE � k 1X2-1/2 1 X 3 1 X 4 1X2-1/2 1 X 3 1 X 4 1X2-1/2 1 X 3 1 X 4 1X2--1/2 1 X 3 1 X 4 19-1/e' 90.0 90.0 00.0 90.0 90.0 90.0 24" 900 90A 90.0 9" 90.0 90.0 26-1/2" 90.0 90A 90.0 90.0 900 90.0 30" 900 90.0 90.0 90.0 900 90.0 37' 80-5/8" 90.0 90.0 900 MD 90.0 90.0 36" 00.0 90.0 90.0 90.0 M0 90.0 49' 85.0 88.0 850 90.0 90.0 90.0 4Y 48' 900 90-0 90.0 900 900 90.0 83-1/8" 85.0 880 85.0 90.0 900 90.0 48" =0 900 80.0 900 90.0 90.0 h 19-1/8' 90.0 90.0 90.0 90.0 90.0 90.0 54" 90.0 90.0 90.0 900 80.0 90.0 28-1 Y 82.8 82.8 82.6 90.0 900 90.0 60- 900 90.0 90.0 900 90.0 90.0 37" 83' 86.1 66.1 66.1 82.8 900 90.0 24' 90.0 90.0 90.0 900 900 90.0 all Is I 49 57.7 57.7 87.7 70.0 900 90.0 30- 80.6 80.6 80.6 90.0 90.0 90.0 3 53-1/8' 56.2 56.2 56.2 673 90.0 90A 38" 72.0 72.0 72.0 90.0 90.0 90.0 LL 8 19-1/8- 80.7 85.7 85.7 80.7 90.0 90.0 42" 60" 88.5 68.5 66.5 89.7 90.0 90.0 28-1/2' 59.6 65.5 66.5 59.8 78.5 00.0 48" 630 0&0 83.0 84.1 90.0 90.0 g 37' 76" 44.8 51.2 51.2 44.8 59.8 90.0 54" 81.1 61.1 81.1 80.9 90.0 90.0 49' 36.6 43.1 43.1 38.6 48.8 85.8 60` 60b 80.8 80.6 79.8 90A 90.0 53-1/8' 34.9 41.5 41.5 34.9 45A 81.7 24" 75.8 73.8 75.8 77.1 900 90.0 19-1/8' 57.4 78.5 75.5 57.4 78b 90.0 30' 63.3 63.7 63.7 633 84.4 90.0 26-1/2" 42.2 56.3 573 42.2 58.3 90.0 38" 54.5 560 58.0 54.5 72.7 90.0 37- 88" 31.4 41.9 44.2 31.4 41.9 73.6 4Y 72' 48.6 50.8 50.8 48.6 64.8 90.0 81 49' 25.2 33.6 36.7 23.2 33.8 59.1 48" 44.5 47.3 47.3 44.5 59.4 90.0 53-1/8' 23A 31A 35.1 23.9 31.8 55.9 54" 41.7 44.8 44.8 41.7 58.7 90.0 � O w 19-1/e' 48.2 84.3 70.8 48.2 64.3 90.0 80" 39.9 43.2 43.2 39.9 53.3 90.0 C3 N••• 26-1/2- �. 35.4 47.2 53.5 35.4 47.2 82.9 24" 47.9 63.0 630 47.9 64.0 90.0 ; *see •.0••• 37' 28.2 35.0 412 26.2 35.0 81.4 30" 39.1 52.1 52.6 39.1 82.1 90.0 ' • •• 49" 20.9 27.9 33.9 201 27.9 49.0 36" " 33.3 44.5 48.8 33.3 44.5 7&1 •• • ••••i• 19-1/8' 39.6 52.9 85.9 39.6 52.9 90.0 4Y 29.4 392 41.1 29.4 39.2 68.9 ••• � �`T' • • 28-1/Y Or 29.0 38.7 49A 290 38.7 8&O 48' 2&8 38.5 37.8 28.8 35.5 62.3 ••• Z R•�j„� • • 37' 21.4 28.8 38A 21.4 28.6 50.2 84" 24.6 32A 35.4 24.6 32.8 57.6 ••• -. ••;••• NOTE: 24" 31.9 42.5 54.0 31.9 42.5 74.7 ••• gag- MULLIONS .49-:4- ••••• 30" 28.9 34b 44.8 25.9 34.5 80.6 ••• g •••• • MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION *' OF FD(ED, SINGLE HUNG OR HORiZ. SLIDING WAS 36" 98' 21.9 29.3 3&8 21.9 29.3 51.4 ....:. MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 4Y - 28.6 34.6 - 25.6 4&0 • (INTERPOLATION BETWEEN WIDTHS ALLOWED) 48' - 23.0 31.5 - 23A 40.4 •• • • . •••• MULLION SPAN MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER ALL OTHER ANCHORS TO BE AS PER WINCON NOA DETAILS NHNIM NOA DETAILS w1 W2 , W1 w2 NOTE: -1-101 j, j, REFER TO PAGE 2 FOR OTHER COMBINATIONS. A z !j !� i� !/ !j o r $ �� j �r. JAYGA�N1 W PRODUCT REVISED N ,/ FLA PE 79.89 2 as complying with the Florida Building Code cArt. S L t i J A�Pten�eW0l4•110S.D1 � , lixpimtion Data r�02D '. If WIDTH (W) Li I r4j, W1 + W2 WIDTH (W) a W1 + W2 to'l Miami daProdnclControl drawing no. 2 2 t �� „�'' i M1 0-01 FLANGE OR FLUSH FRAMES FIN FRAMES sheet 3 of 7 CHART 'B' DESIGN LOAD CAPACITY •- M MART 'B' DESIGN LOAD CAPACM`Y MULLION WITH COMNA71ON OF SERIFS SENM4M MULLION WITH COMBINAI M OF SERIES SENTINEL • SINGLE HUNG WINDOWS OR FIXED TRANSOM SINGLE HUNG WINDOWS OR FIXED TRANSOM ro 0 1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT A WINDOW DIMS. EACH SIDE OF MUUXI N EACH SIDE OF MULLIONWIAIDOTI DAIS. EACH SIDE OF MULLION EkC H SIDE OF MULLION Z IL SPAN WIDTH (W) MULL SPAN MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE WIDTH (iih MULL TUBI: MULL TUBE MULL TUBE MULL'TUBE MULL TUBE MULL TUBE #BU0 z 1X2-1/2 i X3 1 X 4 1X2-4/2 1 X 3 1 X 4 1X2-1/2 1 X 3 1 X 4 1X2--1/2 1 X 3 1 X 4 � 19-1/8' 90.0 90.0 90.0 90.0 90.0 Sao 24" 90.0 900 90.0 900 90.0 90.0 26-1/2 90.0 900 90.0 Sao 900 90.0 30` 90.0 900 90.0 900 90.0 90.0 37" 50-5/8' 90.0 90.0 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 900 900 90.0y " 85.0 85.0 85.0 90.0 90.0 90.0 90.0 90 0 � Q 49 42" 48" A 90. 90.0 90.0 90.0 53-1/8" 850 88.0 85.0 9a0 90.0 900 48" 90.0 90.0 90.0 90.0 90.0 900 IS 19-1/8' 90.0 900 900 90.0 900 900 54" 1 900 90.0 90.0 900 90.0 90.0 Ha 26-1/2" 82.8 82.8 82.6 90.0 1 900 $0.0 60" 1 900 90.0 90.0 90.0 90.0 90.0 �4 37" 63" 88.1 88.1 88.1 90.0 90.0 90.0 24" 900 90.0 90.0 900 900 90.0 S;I 49" 57.7 57.7 57.7 no 90.0 90.0 3C' 80.6 80.6 80.6 900 900 no 58.2 58.2 58.2 88.5 90.0 900 380 720 720 720 900 900 90.0 19-1/8" 85.7 85.7 85.7 90.0 900 900 42" 80" $6.5 68.5 88.5 900 90.0 90.0 -i 26-1/2" 65.5 65.5 65.$ 77.7 900 900 48" 630 63.0 63.0 90.0 900 90.0 37" 76" $12 51.2 51.2 58.5 73.4 90.0 $4" 81.1 81.1 81.1 900 900 900 49" 43.1 43.1 43.1 47.7 8a0 86.3 80" 80.5 60.5 60.5 900 900 90.0 83-1/8" 41.5 41.8 41.5 45.5 57.2 NA 24" 75.8 75.8 7$.8 90.0 90.0 900 C4 19-1/8" 744 75.5 78.5 74.8 900 90.0 30" 63.7 63.7 63.7 82A 900 90.0 26-1/2" 55.0 57.3 57.3 55.0 69.1 90.0 38" $&O 560 58.0 71.1 89.3 90.0 37" 85" 40A 44.2 44.2 40.9 51.4 83.1 42" 72" 5" ODA 50.8 63.4 79.6 90.0 49" 32A 38.7 36.7 32.9 41.3 88.8 48" 47.3 47.3 47.3 58.1 72.9 90.0 � 53-1/8" 31.1 35.1 35.1 31.1 38.1 63.2 $4" 44A 44.8 44.8 54.4 88.4 89.5 8N S 19-1/8" 62.9 70A 70A 62.9 79.0 90.0 80" 43.2 43.2 43.2 52.1 05.4 88.4 ••• 26-1/2- 90" 46.2 53.5 53.5 46.2 58.0 90.0 24" 62.6 83.0 $30 62.6 78.6 90.0 ; � � •••• •••••• • •• 37" 34.2 412 41.2 342 430 68.4 30« 510 52.8 $2.8 510 64.1 90.0 ••• e Kl�� ••••i• 49 27.3 33.9 33.8 27.3 34.3 554 36 " 43.5 45.8 45.8 43.5 54.6 8&3 ••• M 49-1/8" 51.7 65.0 65A 51.7 65.0 90.0 42" 38.4 41.1 41.1 31L4 48.2 77.9 M• • • 26-1/2" 98' 37.9 47.6 49.8 37.9 47.8 76.9 48' 34.7 37.8 37.8 34.7 1 43.8 70.4 000 r}i'f ' •• 37" r7j547. 35.1 38.0 27.9 35.1 56.7 $4" 32.1 35.4 35.4 32.1 40.3 65.1 ••• p ••i•• 24" 41.6 52.2 54.0 41.6 52.2 84.4 ••� • •••••• 30" 33.7 42.4 44.8 33.7 42.4 8& � 5 •• O •• NOTE-, 38" or 28.8 38.0 3&8 28.8 35.0 511.1 • MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES 42' 28.1 31.5 34.8 28.1 31.5 50.9 : . • • MAY LIE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEN VIADTHS ALLOWED) 48" - F-22.5 28.2 31.5 22.5 28.2 45.8 •• •••• MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER �1 WUNDOW NOA DETAILS c W1 W2 a° H � 6 •f V t EW. ,IAygp gt{lygp PRODUCT REVISED44 1 `� CML as complying u4th the Florida iv 1 PE 0592 11uilding Code CAN. Acceptance lvo Expindlon DatejjL!JL:uUj p WIDTH (W) W1 + w2 � 2 t, Product Co trot ; drawing ;o-. g X015 r M 10--01 r ti9188t A--of-7J CHART 'C' DESIGN LOAD CAPACITY - PSF CHART 'C' DESIGN LOAD CAPALM -- PSF 1 OR 2 ANCHORS HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL HORIZONTAL. MULLION WITH 0OMBM7I Nd OF SERIES SENTINEL /� A7 EACH SIDE OF MULLION (A7 WINDOW 7W E) eY FIXED OVER HORQ. SLIDING WINDOW FACED OWER HORiZ. SLIDING WILY ICAI. 1 ANCHOR AT 2 ANCHORS A7 1 ANCHOR A7 2 ANCHORS AT SEE CHART FOR CAPACITY WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION Z MULL TUBES MULL TUBES , a WIN001Y IMNOOW TRANSOM MULL TUBE 1 X 3 MULL TUBE MULL TUBE WINDOW MOM TRANSOM MULL TUBE 1 X 3 MULL TUBE MULL TUBE j WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4 WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4 12" 90.0 90.0 90.0 90.0 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 i8" 90.0 90.0 90.0 90.0 3 _ C 24" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 52-1/8" 30" 90.0 90.0 90.0 90.0 36" 30" 90.0 90.0 90.0 90.0 � j� 36" 90.0 90.0 90.0 90.0 3$" 90.0 90.0 904 90.0 Q' �W C9 42" 90.0 90.0 90.0 90.0 42" 904 90.0 904 90.0 0 " 48" 90.0 90.0 90.0 90.0 48" 90.0 904 90.0 90.0 25 12" 90.0 90.0 90.0 90.0 12" 90.0 90.0 904 90.0 �� a` �► 18" 90.0 90.0 90.0 90.0 18" 904 90.0 90.0 90.0 24" 904 90.0 90.0 90.0 24" 84.0 84.0 904 90.0 30 73" " 81.8 81.6 90.0 90.0 52-i/8" 82" 30" 79.3 79.3 90.0 90.0 38" 74.9 74.9 90.0 90.0 36" 76.1 76.1 904 90.0 42" 69.9 69.9 90.0 90.0 42" 74.1 74.1 904 90.0 N 48" 66.3 6&3 86.9 90.0 48" 73.0 73.0 904 90.0 i2" 904 80.0 90.0 9" 12" 68.3 70.8 84.8 90.0 ,o WMDOW WIDTH 18" 90.0 90.0 90.0 90.0 18" 60.7 83.4 77.6 $0.0 . .. 24" 90.0 90.0 90.0 90.0 24" 58.2 58.1 71.8 90.0 2 1/2 3" 4" 52-1/8" 30" 90.0 90.0 90.0 90.0 73" 30" 52.5 54.1 67.2 90.0 Q `� 38" 90.0 90.0 90.0 90.0 36" 49.6 51.0 83.4 90.00.5 89.3 8 •+• 42" 90.0 9" 90.0 90.0 42" 47.3 48.7 6 : e`� •••• •••.•• 37-3/6" Irm48" 90.0 90.0 90.0 90.0 48" 45.5 4&9 58.2 88.1 ••lu M • 12" 904 90.0 904 90.0 90.0 I ` •••••• 18" 85.9 801 90 0 90.0 ••• ¢ p " �•...: 24" 76.6 7&6 90.0 900 •• :: 73" 30" 69.8 89.8 900 90.0 •• &= •.i•.• 36" 64.8 64.8 83.4 90.0 :•• (' O • ••.:: 42" 81.0 8i.0 78.4 90.0 48" 58.3 58.3 74.8 90.0 ••••:• 12" 90.0 90.0 90.0 90.0 �.• i • •••.i 18" 90.0 90.0 900 90.0 24" 90.0 904 90.0 90.0 36" 30" 90.0 90.0 900 90.0 v 36" 90.0 904 90.0 90.0 FIXED OVER H.R, 42" 904 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 12" 90.0 904 90.0 90.0 $ 18" 90.0 90.0 90.0 900 24" 90.0 90.0 90.0 90.0 M v A c o� 52-1/8" 49-5/6" 3o" 90.0 80.0 904 90.0 0 0 38" 85.9 85.9 90.0 90.0 0 42" 83.3 83.3 90.0 1 90.0 c < m j 48" 81.9 81.9 90.0 90.0 ._ 12" 79.1 82.8 90.0 900 Engn dAVAD ANIM PRODUCT REVISED a 18" 71.2 73.1 90.0 904 CML as complying with the Florida � 'H 24 65.0 66.1 83.2 90.0 CAX. Acte BuildIng Code " �_ ptaace No Q-11D� 73" 30" 60.2 61.0 77.0 90.0 IN radon Date $ j LC 36" 56.4 57.1 72.1 90.0 M�emi a Prt>dnct 42" 53.4 54.2 68.3 90.0 i1D !M,::; no.48" ss.265.4 90.0 i -01 sheat 5 4f 7 DIST. TYPICOAL ANCHORS #8 SMS • 18Y AT RACH MULL(AT WIt�OW FRAME'S 1-1/4" MIN. WOOD EMBED � U 213Y WOOD OWK WOOD SUCK R SEE SHEET 3 de 4 TUBE °yam sTRucruRE AT FAgi SIDE OF MULL c SEE SHEET 3 do 4 4 e 4 s I CAPACITY' FOR CAPACITY Z d 4 ° ° A°. a d$ " ° e EDGE DIST. £OCE DIST. EDGE G z ° ' 4, •4 d Dl3T \ MIA d � o TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS j, j! I 1 OR 2 1 OR 2 1 OR 2 t I AT EACH SIDE OF MULL AT EACH SIDE OF MULL AT EACH SIDE OF MULL to i � SHEETM FOR AM OR OV�& 4 � I oil, 0 F I I i TYPICAL ANCHORS: SEE E". FOR sPAcm 1 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. '1 A" DIA. TAPCON BY 'ITV(Fu=125 Imo, Fy ioo Ks) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM t INTO 26Y WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. I I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/.IAMBS) FLANGE. FLANGE ADAPTOR AND p� THRU 1BY BUCKS INTO CONC. OR MASONRY FLUSH FRAMES CAN BE USED O w `� I 1-••1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) AT ALL ANCHORAGE CONDITIONS. e a �•••�' DIRECTLY INTO CONC. OR MASONRY . •••• •..... 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) " ••11 t��,�,• ...•. O " ' (Fttm177 IC51, Fy.155 1CSt) 2 3/8 MIN. •° •a - c�'aM' ••• .MMT"' • • I I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • qz � ilt Is ••••"• I I 1-1/2 MIN. PENETRATION INTO WOOD (HEAD/S1L.L/JAMBS) Cb �� .. W THRU 1 BY BUCKS INTO CONC. OR MASONRY 2 3/a" MIN. , .. 0 •� " 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 0 �'� •. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) •••••• I I4t \ ". • •••••• I I DIRECTLY INTO CONC. OR MASONRY � � • • . i } 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) \ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) _ a 214 9Qs1—�r1rF—njjM1;ffL1T"-ffj! %M=—(ORWE It WHEN USED THE MIN. WOOD - ° g I = INTO METAL STRUCTURES BUCK DEPTH SHALL BE 2W. j I STEEL : 12 GA. MIN. (Fy a 36 KSI MIN.) THE USE OF DEEPER OR t I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) BEVELEp WOODBUCKS 1S I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PERMED. I � 4 TYPICAL EDGE DISTANCE c �o � — INTO CONCRETE AND MASONRY = 2-1/2" MIN. a a I I INTO WOOD STRUCTURE = 1 MIN. < m v ` j INTO METAL STRUCTURE a 3/4" MIN. o :- I I WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS I'c - 3000 PSI MIN. fngr. JAYAI) AHIAAD as complying REVISED T �� o C--90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. flA, pE as complying��ith lite Fbrida OAX.� Acceptance Cade AcCeptanceNo 4-dltx3.O ` « Fa. talion Data ~� `.4 �I •' FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. , LCLU � U �'$ TYPlcal ALSO APPLICABLE TO SINGLE HUNG AND , I+ an do Praducccontr,E,i drawingno ' a ' ' Oft2 EACH SIDE OF MULL HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE��\—AT ...� a CAPACITY . Or 4 EQUAL LEG OR FIN FRAME CONFIGURATIONS. 8neet of 7 .812 .g00 7.309 9.883 • 2.505 o •2.737-- «. TYP. Y� 9.450 .180 O .085 F r065 P. 2.5052.440 � 3.175 2.505 1.745 .8f 9 3.67b 2.813 .5a0 .050 1.335 1.429 1A,5 .745 ;Y O .995 . 4 1.015 1.000 � G L1.995 2.848 �•� •991 J 2ZW 3.237 SERIES 130 SENTINEL H.R. WAW, FLANGE FRAME HEAD N.R. WOW. FLANGE FRAME JAMB SERIES 110 SENTINEL SES 120 SEMINA FIX. WOW, FLANGE FRAME S.H. WOW. FLANGE FRAME JAMH S.H. WDW, FLANGE FRAME HEAD 5.H. WOW. FLANGE FRAME SILL H.R. WM RM9L FRAME JAMBFLANGE ADAPTOR 0 40 CLI-118 Cal-136 Col-135 CGI-137 x_139 1.301-1 1.583 2.737 a t� Zr .fl12 sa3 A85 065 2= N}s, �• A65 • T1'P. 2.5� 068 ip 2'440 3.175 2.813 T1fP. ag 10,15 1.429 05 1.860 1.6m ft 1.338 811 LL -1 1 R=== .-_j 1.245 st fa` L .7in 45 .745 n?. .500 .991 v I�i! L .985 2' 1.015 2.505 2.737 1' B •• 1.495----1ev ••••� •••••• SERIES 110 SENTINEL SERIES 120 SENTINEL RFH.R. WDW, FLUSH FRAME HfAD H.R.WOW. FLUSH FRAME JAMB S.H. WOW. FLUSH FRAME SILL H.R. WOW. FLUSH FRAME JAMB ••• FlX. . FLUSH F � �. BIBLES 130 SENT RAMSCp-1,8 FIN.H. WOW. FLUSH FRAME JAMB S.H. WOW. FLUSH FRAME HEAD Col-10t E CGI-1022 Ca]-100 ADAPTOR see �i •••••• • OGI-199 Cal-110 0•• z��,� i••••. • - ••••• 1.015 ,AIS ... 10 ••1.940 R i .••••• 1.140 •• U • • • es A65 3.930 A65 4.430 •IYP. 3.988 TMP• 3.885 2.8$5 2885 p 2.440 2.440 SERIES 120 SfNTWEI. iq v w sum 920 SENTINEL H.R. WOW, FLUSH FRAME SILL p c H.R. NOW, FLANGE FRAME S1LL Cd-113 m o S o CGI--138 gam v d o Engr. JAVAO AHM PRODUCT REVISED t2WL as compl7dng with the Flom$ � 1 Building Code $� Acceptance No W l 03 f-~• ExpirationDate '7DME U-61 } ! By ' Z�+� Miam Dads Pr I drawing no. f ! c .� M10-01 sheet 7 of 7