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WS-17-2138 Inspection Worksheet Miami Shores Village { 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(306)756-8972 Inspection Number: INSP-294308 Permit Number: WS-8-17-2138 Scheduled Inspection Date: April 09, 2018 Permit Type: WindoWs/Shutters Inspector. Riveron,Alexis ' Inspection!Type: Final Owner: I Work Classification: Window/Door Replacement Job Address:636 NE 105 Street } Miami Shores,FL Phone Number Parcel Number 1122310120150 Project: <NONE> Contractor: COASTAL GROUP CONSULTANTS LLC Phone:(305)477-9030 . r Building Depart er t Comments REPLACING DOORS AND WINDOWSTO IMPACT nfractio Passed comments AND MODIFYING THE OPENING INSPECTOR COMMENTS False i Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-288462. 12/1112017 NOT READY Failed Correction Needed "Re-lns pection Fee No Additional Inspections can be scheduled until reinspection fee is paid. April 09,2018 For Inspections please call: (305)762-4949 Page 4 of 29 Permit No. WS-8=17-2138 `sH°R£s Miami Shores Village Permit Type Windows(Shutters 10050 N.E.2nd Avenue NE r�Ilj ..,..� ' brkClassficatio�n:Window/Door Replacent Miami Shores,FL 33138P e rw" 8-0000 Permit Status:.APPROVED Phone: (305)795-2204 FL R1Dp` issue Date:9/112017 FExpiration: 02/28/2018 Project Address Parcel Number Applicant 636 NE 105 Street 1122310120150 1 JUMANJI NEST LLC Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JUMANJI NEST LLC 636 NE 105 Street (954)443-6721 miami shores FL 33138- 636 NE 105 Street miami shores FL 33138- Contractor(s) Phone Gell Phone Valuation: $ 20,000.00 COASTAL GROUP CONSULTANTS LL (305)477-9030 -�� Total Sq Feet: 0 Type of Work:REPLACING 2 DOORS AND 3 WINDOWS TO Available Inspections: No of Openings:5 Inspection Type: Additional Info:REPLACING 2 DOORS AND 3 WINDOWS TO Window Door Attachment Classification:Residential Final z Scanning:6 Review Structural Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 DBPR Fee Invoice# WS-8-17-64974 $2.25 09/01/2017 Credit Card $274.50 $50.00 DCA Fee $2.25 Education Surcharge $4.00 08/24/2017 Check#:2385 $50.00 $0.00 Permit Fee $150.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $18.00 Technology Fee $16.00 Total: $324.50 I In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor t e work-stated. September 01, 2017 Authorized Signature:Owner / Applicant / Contractor / WTe-nf Date Building Department Copy September 01, 2017 1 Miami Shores Village g RECEIVED Building Department AUG 24 7017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 - BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: (-0 3lo AIL IDS, S1 City: i Miami Shores County: Miami Dade Zip: Folio/Parcel#: t I - D)-j- b 1 S L7 Is the Building Historically Designated:Yes NO Occupancy Type: Load: -- Construction Type::/ 1 Flood Zone: BFE: FFE: R(� OWNER: Name(Fee Simple Titleholder):c /f�/�'I�171>J� �/i2s/ Phone#: =0 S3� �v "' Address: I o $ tJ t 3 -)i City: k-1JState: ��' Zip: Tenant/Lessee Name: Phone#: Email: f J CONTRACTOR:Company Name:[�F✓Ct /��l/7�$iii/T6gT� Phone#: .3�>T— �77 ��✓�� Address: :�-2 /t o G74 City: FC State: Zip: Kj0z z) Qualifier Name: 46t e ¢Z ./ - Phone#: 7r7a9,fa State Certification or Registration#: �d 1-57 Certificate of Competency#: DESIGNER:Architect/Engineer: orL n 'yqr.c C-C'+ Phone#: 3as S9 �CoCtUS Address: JoUk !�s,) U1 rN ' IQa' City: (y), q✓�� State: F-1 State: 33/�(y Value of Work for this Permit:$ a V, 000 Square/Linearr Footage of Work: Type of Work: ❑ Addition ElAlteration El New ►� Repair/Replace ❑ Demolition Description of Work: re- Ci (-Aczr5 Gn c—� 3 w;n 4 c> i M, a c u A, vd �`! i he- omen;n� u•r .r ,� -a'..amstras'�wtw.es.xti..i+a��«+meva.ra•+•y+wn.y:,.d.,w:«:.-..� :,15i.: r.S..Fi• ,,,Ttyli S ,•.. '''tom. r , d ;i F r., . Specify color ofco/or thru tele . ? +'. Submittal Fee$ Permit Fee$ V- W CCF$ Scanning Fee$ Radon Fee$ DBPR$ - Notary$ l Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ V^j Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) t , Bonding Company's Name(if applicable) Bonding�Compariy s'Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whi Cm-rrsev (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a roved and a reinsp tion fee will be charged. Signature Signature OWNa or AGE T CONTR CTO The foorrkeving instrument �was _acknowledged before me this The foregoing instrument was acknowledged before me this 1 v 1/` day of 120 `--) by >' day of 20 X7 , by 1Z'1Ci L ,who is personally known to �N r �9�//� who is personally known to me or who has produced tCUJi- 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: Si n: k/nelwy pp Sign: Print: �Clti l �- V� Print: o . Seal: o�"�::"'�•, TAILY E VAZ6IUEZ Seal: �I' IittCONMWION��FF974005 ,. �.a :* Commission N GG 43437 0„ SWES:July2Z2020 My Commission Expires opp�oF`° 9Vft71VV&*d"0"3W M 'October 31, 2020 s***s*** *****s*********s**s************s**rsr************s*s******s****** N" APPROVED BY AWPlans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i Detail by Entity Name Foreign Limited-Liability Company <JUMANJI NEST,'LLCJ Filing Information Document Number M16000007618 FEI/EIN Number 30-0944349 Date Filed 09/23/2016 State DE Status ACTIVE Principal Address 14651 BISCAYNE BLVD PMB 368 i NORTH MIAMI BEACH, FL 33181 Mailing Address 14651 BISCAYNE BLVD PMB 368 a NORTH MIAMI BEACH, FL 33181 Registered Agent Name&Address r BW&T BUSINESS ADVISERS INC 3600 RED ROAD SUITE 301 MIRAMAR, FL 33025 Authorized Person(s)Detail Name&Address E Title AM BONADUCE,,DOM EN ICA-PATRI 14651 BISCAYNE BLVD PMB 368 NORTH MIAMI BEACH, FL 33181 Title MGR k tPETRIZAK,H000- 14651 BISCAYNE BLVD PMB 368 NORTH MIAMI BEACH, FL 33181 Annual Reports Report Year Filed Date 2017 04/25/2017 ,. Document Images 04/25/2017—ANNUAL REPORT I View image in PDF format 4 l 09/23/2016--Foreign Limited I View image in PDF format 1 -L Florida Department or State,Division or Corporations t i Y 1 PROPERTY APPRAISER OFFICE OF THE Summary Report Generated On:6/16/2017 Property Information Folio: 11-2231-012-0150 - Property Address: 636 NE 105 ST Miami Shores,FL 33138-2054 Owner JUMANJI NEST LLC .., W 13 ST Mailing Address WILMINGTON, DE 19801 USA a PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ 4 � Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 Living Units 1 Actual Area 3,506 Sq.Ft Y Living Area 2,558 Sq.Ft Adjusted Area 2,980 Sq.Ft Lot Size 14,600 Sq.Ft Taxable Value Information Year Built 1951 2017 2016 2015 County Assessment Information Exemption Value $0 $0 $0 Year 2017 2016 2015 Taxable Value $823,916 $765,850 $696,228 Land Value $532,947 $501,539 $401,231 School Board Building Value $288,688 $290,997 $293,306 Exemption Value $0 $0 $0 XF Value $2,281 $2,281 $1,691 Taxable Value $823,916 $794,817 $696,228 Market Value $823,916 $794,817 $696,228 City Assessed Value 1 $823,916 $765,850 $696,228 Exemption Value $0 $0 $0 1 Taxable Value $823,916 $765,850 $696,228 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $0 $0 $0 Non-Homestead Cap Assessment Reduction 1 1 $28,967 Taxable Value $823,916 $765,850 $696,228 Note: Not all benefits are applicable to all Taxable Values (i.e.County,School Board,City,Regional). Sales Information Short Legal Description Previous Price OR Book- Qualification Description Sale Page GOLF VIEW EST CO RR PL PB 41-58 Corrective,tax or QCD;min LOT 17 06/21/2016 $100 .30127-1335 LOT SIZE IRREGULAR consideration OR 17441-0537 1196 1 09/12/2014 $830,000 29341-4279 Qual by exam of deed 11/01/1996 $232,000 17441-0537 1 Sales which are qualified 09/01/1980 $160,000 10872-0062 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: F 3 • 5gOR ES �xc.N." Miamishores Village y<< Building Department loss n uuo� 10050 N.E.2nd Avenue 4 Miami Shores, Florida 33138 Tel: (305)795.2204 LOR�pA Fax: (305) 756.8972 Inspection requirements fdr: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type, edge distance,embedment and spacing.The purpose for this inspection, is ,for the verification of conformance with Product Approval (NOA). G Ackno e emen t 1 A rL-r-W CA a<<L-L. o , a ier/Owtore Date Print Name i e c G { f" Lopez Professional Engineering LLC. Maria E. Lopez RE#60157 8605 SW 2 ST" Miami.Fl 33144 Ph-786-380-0734, r PROJECT: REMODELING AT 636 NE 105 ST MIAMI SHORES, Fl STRUCTURAL CALCULATION " ' ...... .. . ...... . .... . .. ..... INDEX: PA0F,' .. .. .... ..... 1- Steel Beam Design... ........ ... ........ . . ... ... ... ... .... 01-02 :...:. ...... 2- Footing Design... ... ... ... ........ ... ... ... ......... ... .... 03 •..' : ... :....� • b d • `0 • i !r • 7 J �O r • � Maria E. Lopez,�3, R '.. ' Lic. # 60157 """ STRUCTURAL REVIE ,v APPROVED DATE PROJECT SUBJECT �� E�"`` SHEET No. 1 OF r BY 2 DATE JOB No. - Pc t12 7p/cZ- X /2 AT7-, ��' Td �Xrsi7�Y Co��-rte,/, �� Cg.,� t 2•'� ',v� 5/�j..,�r�l� c�ZT� ,c3S� h'riT� o67x / /vv � C)( = 2S F�f>F x 10" — ZSO (A = . . ...... .. . ...... r .. .. .... �f�' •.•••000000• :•••.r • Ap ,4 12 = /A.)lz 70 z { 3 ��C.�Ur2Q�o �/ �� i � � r , t PROJECT SUBJECT .>TF_(_ ae6,f SHEET No. 2 OF By -� DATE JOB No. n '' . 7q—4,csL j o W/ Z/ stir/ ea.)a' J 1 0000 i.?its CC7�.�:c'�L�•t�,.- • 0000 0000.. . . . 0000.. .. 0000.. �.. c- �p, a U 000:0. 0000.. 03: V-i�c.�zv� _ Gt. gyp.-mac.. - �' ':... : '..' ..�.. 0•two 0 e 0606.0 ..6.69 00 0 06000: . .90000 �� 5�� .Q�•��'�` . . 0000.. .. . 6 6. 0.6 `7 " �a kX47 { R /0 r� t 1 i� Project: Richard Garcia 3� Locatic :Footing 1 ", 9240 W.Calusa Club Dr. Footing , miami fl 33186 of 12009 International Building Code(2005 NDS)] Footing Size:3.0 FT x 3.0 FT x 12.00 IN Reinforcement:#5 Bars @ 14.00 IN_O.C.ENV/(3)min. StruCalc Version 8.0.113.0 8/15/2017.9:37:56 AM Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 2000 psf Concrete Compressive Strength: F'c= 3000 psi i Reinforcing Steel Yield Strength: Fy= 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE 14 in Width: W= 3 ft f I -- Length: L= 3 it Depth: Depth= 12 in Effective Depth to Top Layer of Steel: d= 8.06 in COLUMN AND BASEPLATE SIZE 12 in Column Type: Concrete n Column Width: m= Bin Column Depth: n= 14 in 3 in -I- FOOTING FOOTING CALCULATIONS 3R Bearing Calculations: F-—e in—� ••... Ultimate Bearing Pressure: Qu= 878 psf • • Effective Allowable Soil Bearing Pressure: Qe= 1850 psf I •- Required Footing Area: Areq 4.27 sf •• • •• • • Area Provided: A= 9.00 sf •••�•• •• • ••••l• Baseplate Bearing: •••••• • ...... Bearing Required: Bear= 10200 Ib 12 in •••• •• • • • 371280 Ib= • • • • • Allowable Bearing: Bear-A •:n.�• •:::��:: Beam Shear Calculations(One Way Shear): • •T Beam Shear: Vul = 1682 Ib . • • 3 in VC1 = 23846 Ib •• •• •••• ..••. •� Allowable Beam Shear: •, Punching Sfiear Calculations(Two Way Shear): 3 •• Critical Perimeter. Bo= 76.25 in Punching Shear. Vu2= 7411 Ib FOOTING LOADING •••••• Allowable Punching Shear(ACI 11-35): vc2 a= 108232 Ib PL_• •1800 l 1••• • Allowable Punching Shear(ACI 11-36): vc2-b= 157321 Ib Live Load: PD= 6100 Ib Allowable Punching Shear(ACI 11-37): vc2-c= 101016 lb Dead Load: •• Total Load: PT= 7900 Ib Controlling Allowable Punching Shear: vc2= 101016 Ib Ultimate Factored Load: Pu= 10200 lbl, Bending Calculations: Mu= 27767 in-Ib Weight to resist uplift w/1.5 F.S.: U.R.= 870 Ib, =Factored Moment: Nominal Moment Strength: Mn= 260370 in-Ib Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.40 in s� i 'Steel Required Based on Moment: As(1)= 0.10 in2 nn Min.Code Req'd Reinf.Shrink.Remp.(ACI-10.5.4: As(2)_ 0.86 in2 1'Controlling Reinforcing Steel: As-regd= 0.86 in2x 0:67 x/./7= 76 t Selected Reinforcement: #5's @ 14.0 in.o.c.elw(3)Min. Reinforcement Area Provided: As= 0.92 in2 t s 3J�U Y� Development Length Calculations: CO X �' 3>< Development Length Required: Ld= 'S in SD Development Length Supplied: Ld-sup= / /,SUX Note: Plain concrete adequate for bending, therefore adequate development length not required. 6./lL r ' t M IAM I•DsADE MIAMI-DADE COUNTY MIM 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.miamidadegov/economy. CGI Windows and Doors,Inc. 10100 NW 25`h 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 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 jurisditfibu. RER reserves the right to revoke this acceptance, if it is determined by Miami-DA Oounty Product Control* Section that this product or material fails to meet the requirements of the applicable 6VU3ing code.- ••• This product is approved as described herein, and has been designed to compl)i 4444 the Florid Buildigg • High Veloci Hurricane Zone. •••• •• . DESCRIPTION: Series 11410"Aluminum Fixed Window-L.M.I. "" ••;••. ...... .... ..... PROVAL DOCUMENT: Drawing No. W08-95, titled "Series 410 Fixed Wjftdpiv (L.11Q. V', sheets.I.... through 9 of 9,dated 12/04/08, with revision E dated 05/01/15, prepared by Al-Fafeaq Corporation, signed . and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Aevisionstamp with tke.... 0090410 Notice of Acceptance number and expiration date by the Miami-Dade County PrgdugVontrol•Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0224.14 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.15-0512.12 APPMIAMI DA ROVED TY Expiration Date: June 03,2019 8 J2? t5 Approval Date: September 03 2015 Page 1 4 { i i t CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.09-012717) 2. Drawing No W08-95,titled"Series 410 Fixed Window(L.M.I.)", sheets 1 through 9 of 9,dated 12/04/08,with revision E dated 05/01/15,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,Duraseal®and Suver 9tcer® insulating glass spacer,prepared by Certified Test Laboratories,Test Rep6k*"o. "":• CTLA-3056 WA,dated 03/03/15,signed and sealed by Rame.4:C.�atel;l;�_„• ••••;• 2. Test reports on: 1)Uniform Static Air Pressure Test,Loadingperat'BC TAS 202-94 . 2)Large Missile Impact Test per FBC,TAS 2.0?--94. •• •••• 3) Cyclic Wind Pressure Loading per FBC,TAX M3-94 ' ••;• along with marked-up drawings and installation diagram of a SgnpS*1400 P• •roj ecl•••• 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 ltame§h C.Phtel,P.E. ;.•••; 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per F$C TAV 2Q-94 • 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,.Test Report No. CTLA-3056 WC, dated 04/16/15,signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)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 aluminum fixed windows, prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-0504-08, (Specimen 15)dated 12/18/08,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.09-0127.17) Manuel P e P.E. Product Control Ex finer NOA No. 15-0512.12 Expiration Date: June 03,2019 Approval Date: September 03 2015 E-1 ' � r CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Small Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed windows, prepared by Hurricane Test Laboratory,LLC,Test Report No.HTL-0080-0504-08, dated 11/13/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.09-0127.17) C. CALCULATIONS *00 * 1. Anchor verification calculations and structural analysis, complyingwith FBC=5`h •':• Edition ('2014),dated 06/03/14,prepared by Al-Farooq CorpgXi* ,* signe lrajd sealed by Javad Ahmad,P.E. •....Y (Submitted under previous NOA No.14-0224.14) •••• •• • 2. Glazing complies with ASTM E1300-09 ...... .... ..... .. .. .... ...... D. QUALITY ASSURANCE ...... • 1. Miami-Dade Department of Regulatory and Economic Resources(PER).• ...�:. • E. MATERIAL CERTIFICATIONS • �" • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, 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. a Manuef Per z, .E. Product Control E a ner NOA INo. 15-0512.12 Expiration Date: June 03,2019 Approval Date: September 03 2015 E-2 • 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition(2014),and of no financial interest, dated 06/05/14,issued by Al-Farooq Corporation,signed and sealed by JavadAhmad,P.E. (Submitted under previous NOA No.14-0224.14) 2. Laboratory compliance letters for Test Report No. HTL-0080-0504-08 (Specimen 15), issued by Hurricane Test Laboratory,Inc., dated 12/18/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 09-0127..17) 3. Laboratory compliance letters for Test Report No. HTL-0080-0504-08, issued by Hurricane Test Laboratory,Inc.,dated 11/13/08, signed and sealed by Vinu J. Abraham,P.E. ' (Submitted under NOA No. 09-0127.17) "*see* 4. Test Proposal for the qualification of Butacite®PVB glass irlerldyer by D M8nt as ••••;• well as DurasealB and Super Spacer®Standard warm-edge al:jjle insii4g glass•• spacers,dated December 16,2014,issued by RER,Product"-d-ol Section,.signed>2y • Jaime Gascon P.E. Supervisor Product Control Section. "•"` .... . .. ..... ...... .... ..... G. OTHERS • 1. Notice of Acceptance No. 14-0224.14, issued to CGI Wi44gW.%& Doors for their; Series "410" Aluminum Fixed Window - L.M.I. approved on 06;12/14 and expiri�.:. on 06/03/19. :6096* . Manuel P ez, .E. Product Control FjWner NOA No.15-0512.12 Expiration Date: June 03,2019 Approval Date: September 03 2015 E-3 } 1 � MIAMDADE MIAMI-DADE COUNTY MIME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.iniamidadL.gov/ecoitomy CGI WINDOWS AND.DOORS,INC. 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 tie Authority Having Jurisdiction(AHJ). •••••• •..... This NOA shall not be valid after the expiration date stated below.The Miami-Dade•Cointy Product Control •• Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami Dad-CQaaty)res* e•the rigiat ..:. to have this product or material tested for quality assurance purposes. If this pOdet or material fails to perform in the accepted manner,the manufacturer will incur the expense of such1b9dtig and:ft AJU may • immediately revoke, modify, or suspend the use of such product or material within Neir juri9dicf"ibn. REI/•;•- reserves the right to revoke this acceptance, if it is determined by Miami-Da4q C6gunty P of ct•Contrbt • Section that this product or material fails to meet the requirements of the applicable:bV9¢ing co e.• •. This product is approved as described herein, and has been designed to compl;wi1h:the FlDrida,BuildiU&..: Code, including the High Velocity Hurricane Zone. •' ..... DESCRIPTION: Series"Sentinel 15011 Aluminum Slidins Glass Door w!wo Atinftrreenflefft�L.M: . • AJ?PROVAL DOCUMENT: Drawing No.W 0-31 Rev L,titled Series SentmeAlum'Sliding ass Door", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and ast revised on 01/11/16, 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: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing and the max.allowable panels with in the unit frame area, in sheet 13. See anchor clusters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly. 3. Max shim not to exceed 1/2"at Head/jambs&%z"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into cone. 4. Design Pressure(DP)limited to+/-60 psf when utilizing 90 and 135 degree corners. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,1city, 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 ` NOA No.15-0619.06 CMIAMI-�QADECQOUNTY Expiration Date: September 22,2020 .. Approval Date: April 28,2016 Page 1 1 MIAMI-DME MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.eovtecmnomX 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. 14-0627.15 and consists of page 1, this page 2 and evidence pages E-1, E-2, and E--3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. . . .... ...... ...... .. . ...... •••• . •• ••.•• •• •• •... ..•••• • . . : • .•.••• ••.•% 1 NOA No.15-0619.06 ritaMt•uADE000rrnr Expiration Date: September 22,2020 Approval Date:.April 28,2016 1 Page 2 a I. ' k ' k 1 CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10 31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16,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 par FM TA9202-94 3) Water Resistance Test,per FBC, TAS 202t-94.e•• •• •••••• 4) Small Missile Impact Test per FBC,TAS 201194 ;...• 5) Cyclic Wind Pressure Loading per FBC,?4$203--94;•• ;• •• •• 6) Forced Entry Test,per FBC,TAS 202-94...... ••;••• along with marked—up drawings and installation diagram of-8 panel, AiA. SGD wk.... Pockets & 135" and 90° corners, prepared by Architectural Vslkfg, Inc., Test Report •, No. D8502.01-450-18, dated 12/07/15 respectively, both sigged aid sea"'+Josepy A. Reed,P.E. 0..0 • •0• ;••••; 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TA9202-94 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 7500FW Vinyl Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15,signed and sealed by Ramesh 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 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"'PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WB dated 03/03/15, { signed and sealed by Ramesh Patel,P.E. 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 i 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont"Butacite"PVB interlayer, Jorge M.Plasencia,P.E. P oduct Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 E-1 f ' I CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(continued) Duraseal(V and Super Spacer(V insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel,P.E.,with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel,P.E. 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FJ3C TAI Xd.�-94 •••• 3)Water Resistance Test,per FBC, TAS 202-U •• 4)Large Missile Impact Test per FBC,TAS 241•-�+ `••`•• ease** 5)Cyclic Wind Pressure Loading per FBC,TAV 201-94 ;••••; 6)Forced Entry Test,per FBC 24113.2.1,TAI;Cd.2-94 •• •• " along with marked-up drawings and installation diagram of 6,pmWs Alum $ w/ ;;;;;• Pockets& OXXX,prepared by Certified Testing Laboratories,•1ragt*Repo14Ro. ...... CTLA-3011-W& -W-1,dated May 22 &23,2014 respectivV1.9both signed and •; . . . ...... sealed by Ramesh Patel,P.E. ....... (Note: These test reports have been revised by an addendum tetter dated Q9124/.14, ;•••• issued by Certified Testing lab.) (Submitted under previous NOA#14-062 7 15) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked--up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC,Test Report No. HTL-0080-1208-090,dated July 30,2010,signed and sealed by Vinu J. Abraham,P. E. (submitted under files#12- 0119.04/11-1031.05) along with marked-up drawings and installation diagram of Alum. SGD(OX) prepared by Architectural Testing, Inc.,Test Report No. ATI-00733.03450-18, dated 08/09/12, signed and sealed by Vinu J.Abraham,P.E. (Submitted under previous NOA #13-1121.081#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by Al Farooq Corporation,dated 02/24/16, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. Jorge M.Piasencia,P.E. roduct Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 E-2 { CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 "Sentry Glas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Cpmpany W •� )for ...... their"Saflex CP-Saflex and Saflex HP Composites Interlayer+.*/VET core: dated .• 06/19/14,expiring on 12/11/18. ' ' ...... .. . ...... 3. Notice of Acceptance No. 15-1201.11 issued Eastman ChemidaZ Tbtnpany (MA) "Saflex Clear and colored glass interlayer", dated 03/17/16Yrng on.65/.11-/21. • • 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Iuc. for thea'. .....• "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring4f/44'/16, ••:• ....•. F. STATEMENTS •••••• 1. Statement letter of conformance to, complying with FBC 51!Xdiaon (2414).and if...: no financial interest,dated 02/24/16,signed and sealed by Javad Ahmad,P.to: 2. Laboratory compliance statement,part of above referenced test reports. G. OTHERS 1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22/20. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon,P.E., Supervisor,Product Control Section. 3. Test proposal# 14-0198, approved on 02/26/2014,signed by Ishaq I.Chanda,P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal# I1-1225 dated DEC 16, 20.11 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010,approved by BCCO. (Submitted under previous NOA#14-062Z15) t Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 E--3 Z 0 M � Q 1 n. Gi v Ii �w LL 1�I Q i g •• r) • • .�. ; .... fn • • • • O • Q • c Y • • • • •s ••a • � O 2N b ••• r iMT6 •• •••• E Z c' O THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. 69 SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR 8 DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON ° 12 DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIFWED BY BUILDING OFFICIAL. '" w _ LAMINATED GLASS AND THIS PRODUCT HAS BEEN DESIGNED AND TESTED To COMPLY WITH THE LAMINATED- INSULATING GLASS REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE IN LARGE/SMALL MISSILE IMPACT c INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). USE CHARTS AS FOLLOWS. 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ttttt111 fill TO TRANSFER LOADS TO THE STRUCTURE. �� ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE `�� .AM � b a ANCHORS SHALL BE AS LIST€0. SPACED AS SHOWN ON DETAILS, ANCHORS USING APPLICABLE ASCE 7 STANDARD. PRODUCT REVISED �� P.•�jN '':;10 _ 1 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ,STEP_ DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 as complying with the Florida o ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE FOR THE GLASS TYPE AND REINFORCING TO USE. Building Code N .70582 s $ NOT PART of THIS APPROVAL. HOA-Ho. 45-ID619AIB v I 8 STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION c1 ` A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Expiration Date QS/22J2Q20 r �1`� ; df°wing RO CT NON-METALLIC AND NON-COMPRESSIBLE. IN STEP 1 ABOVE. By �(►� OF ALL SHIMS TO BE HIGH IMPACT, C`f' , 40N.� W10-3 1 MATERIALS INCLUDING BUT NOT LIMITED 70 STEEL/METAL SCREWS, THAT � THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 Mtam a Pro uct on ro S COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SHALL APPLY TO ENTIRE SYSTEM. ��i�S�O1IRAL•`; sheet 1 of 28 REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. U � 6" TYP. 1 Z 3 TRACK o 14' HEAD ANCHORS 1 MAX. 282 13/16" MAX. 10v M DOOR FRAME WIDTH C1 N~ HEAD ANCHORS 14" MAX' O SY 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SE {�y,1 ANCHORS IN PAIRS a C 48 1/8" AT HEAD/SILL/JAMBS E SHEET 15 S M0.' G u NOM. PANEL WIDTH AT 3' D.C. SEE CHART ON SHEET 15 HEAD/SILL 1 13/16" FALSE MUNgN FOR CAPACITY CORNERS a o1 MIN. OPTIONAL A I REINFORCING i 4 z o'- AT INTERLOCKS j z OPTIONAL I W G =IIT===;H H j; FOR SCAPA ITY M 1 is • •• i t•• ••• •• ip j�2 1M, 42 1/8- i .�•• 11) •••• •• L. OP91 2 POINT D.L. OPG. ad ► �i } • � • • ••see* 1s = 1 SINGLE LOCK z 1 z ' • • w SEE SHEET 24 �� /i In 1 • ti � �1 • �• ••: 'p ro = , o t� /i �I /.� FOR DESCRIPTION // // ,/ 1 oZ �` �il •..• .. .. o ido .411 If L'1 • • • In = ___ 04 r I a: Fk&1 fl 11 - ZI>! 1 00 M i•• •i r � O Q'-1 U � •• 0 POCKET JAMB �• t ---� (SES: SHEET 6, 8, 11 SILL TYPE 82 ANCHORS 48 1/8" do 12 POCKET m j 48 1/8' PANEL WIDTH & DETAIL M ON JAMS ANCHORS z 2, 3 OR 4 PAIRS SHEET 23) Ix AT STILE ENDS INTO CONC. PANEL WIDTH in $ AT 3" O.C. 3 TRACK SEE CHART ON SHEET 15 s JAMB ANCHORS FOR CAPACITY St 3 TRACK co6" t 4" 3" SILL ANCHORS a MAX. T1'P•flvm iii r ,n o . d B 0 Fg � x _ " W 8N 8"1 jilEfpCLUSTER (2)KEEP ClusiER_ (2)VEEP CLUSTER (2)VEEP CLUSTER (2)WEEP CLUSTER (2)MEED CLUSTER (11 DEEP auSIER ,�� .,�.... TYPII^Ai ELEVATIOS�1 PRODUCT REVISED as complyinp with the Florida No TESTED UNIT Building Code 15.0$19.08 NOA-No. Expiration Date 09/22/2020 B T1=OF � Browing no. D.L. OPENING �+'• A10�.:'G��` 1A110--31 D.L.O HEIGHT DOOR FRAME HEIGHT - 9 11/16" D.L.O. WIDTH NOM. PANEL WIDTH — 6" syl -D Product on ro NAL PANEL HEIGHT - DOOR FRAME HEIGHT —1 3/16" 1 rtlllll t `` V � U ` r �6" 3• �� M TYP. 42 TRACK � — HEAD ANCHORS 14" Q M 9 18° MAX. 190 / 4 0. •� DOOR FRAME WIDTH HEAD ANCHORS G N 14" N ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL a p AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 6" MAX, Q AT 3" O.C. HEAD/SILLSEE CHAR V 1 13/16" FALSE MUNTIN FOR CAPACITY SHEET 15 CORNERS q& o MIN. OPTIONAL Al Cl tO REINFORCING AT INTERLOCKS I Q �► -ti---�_ OPTIONAL 1 Ho— J 1 SEE SHEET 13 I I FOR CAPACITYCIO .• I • m • �I II 2 POINT 42 1 8" 42 1/8- I • •••• •• •i• II ,I / a 1 • •vf• s I 1 SINGLE LOCK D.L. OPG. O.L OPG. • • •• SEESHEET 24 io to M \ ao li II FOR DESCRIPTION j zo • get o •• • • ap ti O 1 �� 1 'i �i / V • xx O m G• i • ••• :• 0 0901E C,4 0 • • Ij jl Z l z-j •00 _ II 11 z U I Vl O_IN v \ \ -- ---J \ m SILL TYPE 82 ANCHORS 48 1/8- POCKET 2 TRACK a 2, 3 OR 4 PAIRS 48 1/8- PANEL WIDTH JAMB ANCHORS JAMB ANCHORS AT STILEENDS PANEL WIDTH $ z AT 3" O.C. o� o SEE CHART ON SHEET 15 FOR CAPACITY 2 0 2 TRACK SILL ANCHORS ai � t3 6- 14° 3 TYP. D.L. OPENING 2 D.LO HEIGHT DOOR FRAME HEIGHT -- 9 11/16" Bl Dl D.LO. WIDTH NOM. PANEL WIDTH - 6- > °c Y PANEL HEIGHT — DOOR FRAME HEIGHT —1 3/16" p)1W QZTM__ (t)Ka ausxA (:1 acv auslrx (2)UP QWU q1•eb=4Pui� a �•A '' c i PRODUCT REVISED as complying with the Florida V '• Building Code 0592 ••_ g (TESTED UNIT) NQA-No. 5-0619.06 Y U u TYPICAL ELEVATION Expiration Date 09/22/2020 drowing no. A OF By Miami- roduct Control , *•'' ��`� Y11 10-31 REFER TO .PAGES 14, 15, 17 & 18 FOR WEEP SIZE. �S�OM�� ` sheet 3 of 28 r+rll ltiI TYP. . . . . . . . . . . . c J EXTERIOR 3 TRACK p '� NERD ANCHORS °q EXTERIOR z MAX. 97 3/4" zi a 149 5/16" S 46 9/16 bDOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH p c u 14" MAX. HFAO ANCHORS FALSE MUNTIN HEAD ANCHORSR4PAI HEAD/SILL 2 OR 4 PAIRS OPTIONAL 1 8- ANCHORS IN PAIRS AT STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS B" 48 / AT HEAD/SILL/JAMBS SEE CHART ON SHEET 15 HEAD to h NOM. PANEL WIDTH AT 3" O.C.SEE S FOR CAPACITY SILL 1 13/16" 0 M g SEE CHART ON SHEET t5 — CORNERS c9 FOR CAPACITY1-F/I i I REINFORCING AT INTERLOCKSOPTIONAL �i 2 SEE SHEET 1-3 t H H 0 FOR CAPACITY %/ H N N ..• I I� 11 2 POINT :�� i ••• •• •• ••• DOUBLE LOC S • V. • u I t 41 1 SEE SHEET 2 °� G ••• • z 1• 2 1/81 r 42 4/8" • •�• . • •• •�• v I L. OPt t DESCRIPTION FOR42 1/8" 2 POINT D.L. OPG. • Ln • I 1 w O.L. OPG. DOUBLE LOCKS • SEE SHEET 24 ' 'O • . FOR DESCRIPTION // tom• 60 W •.• • c0 e i� M I i/ O ,/ �� %� Crth u •• • • • Ix 01 m C4 CA 0 59 ; r �' 4 `` god s ZI,_ m • 1 0 IKx t It Ym g U I �0 t ; 1 1 48 1/8" 1VI SILL TYPE B2 ANCHORS FX SILL TYPE 82 ANCHORS 48 1/8" PANEL48 PANEL 48 S/8' PANEL WIDTH ;n POCKET 2, 3 OR 4 PAIRS JAMB ANCHORS 2 OR 4 PAIRS AT STILE ENDS PANEL WIDTH PANEL WIDTH 3 TRACK AT CORNER STILE ENDS. AT 3" O.C. JAMB ANCHORS SEE CHART ON SHEET 15 SEE CHART ON SHEET 15 FOR CAPACITY FOR CAPACITY EXTERIOR 3 TRACK a0 8'' 14' 3• EXTERIOR SILL ANCHORS e o U) z MAX. TYP• o v (TESTED UNIT) M H o PICAL F.LLY&1_1_Qh1 CC J ````�51►11 A�r��i o 0 PRODUCT REVISED ` dEN � �' N •� — as compijinde with the Florida building o14,1. NOA-No. 15.0619.0$ Ho. :. _ 4 Expiration Date 09/22/2020 N�rla 4 By TA OF �. � drawing no. Miami a Product Control �, a•�', IOP.•'' W1 0---3 �jONAL1��`� shee! 4 of 9A �= DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED �V 6 U ANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS ro SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 c ARE PRESENT. a H ' FOR DOORS USING 90' & 135' CORNER STILES q z LIMIT MAX. DESIGN LOADS TO ±60.0 PSF a -o $ PRODUCT REVISED 0 as complying with the Florida 9 Building Code NOA-No. 18.0619.06 n XXX(SHOWN) © EXTERIOR H O Expiration Date 09/22/2020 0 N mIji4 OXX 0 XXO By XXX(REVERSE) Miam- e Product Control 0 q FRAME WIDTH 0 O DOOR FRAME WIDTH rUE NN NON-REINF. INTERLOCKS Z 4 SEE CHART ON SHEET 13 L J1 H { W H H on n7 • • • XXXXXX(SHOWN) O O EXTERIOR O J1 O NOM. PANEL WIDTH O O • � •. :04 ••' OXXXXO 99 CORNER DETAIL 1OSHEET 2 -135' CORNER OErAIL 'P' ONSHEET22 z Lij ••• $40:000 • OPTIONAL IN LIEU OF Jt � •�'� � ••• ••••• •� ed000 Doe ,'rte 3C N a DOOR FRAME WIDTH PANEL WIDTH '19-3C WIDTH • •to N�M •i• ••61:0 p. M n • • ,�z� • • • @> H _G>_ H t7S p lei ••i W H .. { I3 K 7 i O H K XXXXXX(SHOWN) o o EXTERIOR 90 CORNER DETAIL 'O' ON SHEET 22 NON-REINF. INTERLOCKS 135' CORNER DETAIL 'P' ON SHEET 22 SEE CHART ON SHEET 13 W OPTIONAL IN LIEU OF J g a DOOR FRAME WIDTH FRAME WIDTH 1;1_ :PANEL WIDTH I G H J H W H 0- - Y J XXXXXO(SHOWN) EXTERIOR � rr OXXXXO 90" CORNER DETAIL 'O' ON SHEET 22 NON-REINF. INTERLOCKS 135' CORNER DETAIL 'P' ON SHEET 22 SEE CHART ON SHEET 13 ��` J''~G••8v'�i - - - - OPTIONAL IN LIEU OF J1 .70692 NOTE: jl�rJr�: }APPROVED CONFIGURATION 1. CONFIGURATIONS SHOWN FQR ILLUSTRATION PURPOSES ONLY. NON—POC KETIwi3 DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 9 AT 'OF � : drowing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 'i,� ' OR1DA•'�, L�r_o --3 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. / sS�01VA1. THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. rrrl 1 l% �� sheet 5 of 28 DOOR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED ANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS Iw M ��SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �V o I -- ARE PRESENT. ; I FOR DOORS USING 90' & 135' CORNER STILES 0 W H H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF "' a xc� = s Y i PRODUCT REVISED ° O 10 as complying with the Florida a ti G► o [IL t a Building Code 0 M 1 NOA-No. 15.0619.06 Expiration Date 09/22/2020 O EX R[OR QH © - 8By N irl PXXX(SHOWN) Miam- e Product Control 0 + XXXP DOOR FRAME WIDTH 9 G C DOOR FRAME WIDTH EL WIDTH _ NON-REIT I?-INTERLOCKS O ^� a SEE CART ON SHEET 13 a z �L zj 9__. H J H ► I �i I Q W Gf TC y[ [�' Y I [mob o[ i ' C I� n.l I� a I ••• • p 1 I i 1 v w•• ••• •• ••• G [ [ I __, •V • �o • • g• PXXXXXXP (SHOWN) O O EXTERIOR ••"• In 90' CORNER DETAIL '0' ON SHEET 22 /�! • • • 135' CORNER DETAIL 'P' ON SHEET 22 ^ •• ••• OPTIONAL IN LIEU OF J 0 •• go DOOR FRAME WIDTH 4 •" •• ••• DOOR FRAME WIDTH NON-REINF. INTERLOCKS o •� • •• ..• SEE CHART ON SHEET 13 • o • V! 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FOR ANCHOR'DETAILS SEE SHEETS 15 THRU 23. W1 0-31 POCKETS ARE NOT PART OF THIS APPROVAL S PLICABLE PER FBC. •IIsheet 8 of 28 ANO TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS AP ��ii��rVAL �� MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED 40 DOOR- R FRAME I CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS M REINF. INTERLOCKS 1 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 • SEE CHART ON SHEET 13 � 3 ARE PRESENT. K FOR DOORS USING 90' & 135' CORNER STILES 0 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Q Q O EXTERIOR Gi a u, nl XO(SHOWN) g OX Qaaoa O .3 tag - W DOOR FRAME W. MAX. FRAME WIDTH - C► - - REINF. {NTERLOCKS _ SEE CHART ON SHEET ji3 J w K1 i Q W H ••• { • • msee IL C�_Li EXTERIOR O L14 • •To a •• •I' s 14, sees :• K 1 vv�� • • • XX �, A • o 40: (8 X 3/4" SMS • • •s• •• DOOR FRAME WIDTH AT 24" O.C. MAX. FRAME WIDTH •lr2N o • • • rm� • M Tn • • H { I_ z,; ••: �c N = o n p wv a � $ O J1 I Q EXTERIO Gt 90' CORNER DETAIL '0' ON SHEET 22 OXO(SHOWN) 135• CORNIER DETAIL 'P' ON SHEET 22 32 OXO(REVERSE) OPTIONAL IN LIEU OF Ji 8 Q MAX. FRAME WIDTH 2. DOOR FRAME WIDTH REINF. INTERLOCKS C SEE CHART ON SHEET 13 PRODUCT REVISED as complying with the Florida Building Code H H NOA-No. 10-0619.06 G JI ;f 3 Expiration Dat 09122/2020 o 05 By > v P a Mlam a Product ontro 0 0 O G1 11 $ G1 HQ EXTERIOR J1 �1111f III ,, a I OXXO 90' CORNER OErA1L '0' ON SHEET 22 ``% J N XXXX(SIMIUIR) _135' CORNER DETAIL 'P' ON SHEET_22 `� � JCENBE'' �i� i*4 OPTIONAL IN LIEU OF J1 I No.70692 Jt CONFIGURATIQNS NOTE: c NON-POCKETS DOORS (NON-REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. S ATE OF A drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 2, FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. •LOR1D�:�d�;� W1 0--31 TWO 2 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ��S��AIAL�� sheet 7 of 28 � TRAC_KS _ _ _ 4._DOOR_SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE.PER FBC. 1j 1 1►�� < DOOR POCKET CAVITY NOT BY CGI DOOR FRAME WIDTH I FRAME NOT PART OF THIS NOA NON-REINF. INTERLOCKS DOOR FRAME W. • W, DOOR FRAME WIDTH SEE CHART ON SHEET t3 Z ; I H �� o U w l 1 tCi Ix �. U tis U 1 lu L10 I $ 10 $ i M EXTERIOR O Li N O EXTERIOR ®i �____ .1T4 PX(SHOWN) PXX(SHOWN) O o XP-- XXP THIS APPROVAL QUALIFIES DOORS WITH APPROVED ��'; - CONFIGURATIONS SHOWN WITH 90' AND 135• CORNERS � z WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 LL 1 ARE PRESENT. I O FOR DOORS USING 90' do 135 CORNER STILES a DOOR FRAME W DOOR FRAME WIDTH LIMIT MAX. DESIGN LOADS TO X60.0 PSF I NOTE- ION a •.. I J1 1 1 1 1. CONFIGURATIONS. SHOWN FOR ILLUSTRATPURPOSES ONLY. 3 •. "'• •• ••• a •G • , • �• ix o, t• Y1 iyi 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. �S•• •,•, • i I i U i 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. •aLi�• • ,• ••• 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. O ,,� • , , it 8 w ••' .. .. EXTERIOR J1 ® ••t .•. .. „' PXXP 90' CORNER DETAIL '0' ON SHEET 22 •� • • 135' CORNER DETAIL `P' ON SHEET 22 •n• • • • OPTIONAL IN LIEU OF J1 b r-N p • • • �' •U'S^ yy°��' • �i a Nt+1Yij •i• ••• •• DOOR FRAME WIDTH n 2i • ••• •• c Z 0.•'1 • DOOR FRAME WIDTH NON-REINF. INTERLOCKS18 • SEE CHART ON SHEET 13 Q W1 t� o I I EXTERIOR Q 90' CORNER DETAIL '0' ON SHEET 22 p PXXXXP 135' CORNER-DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH Ix DOOR FRAME WIDTH. NON-REINF. INTERLOCKS _ SEE CHART ON SHEET 13 H 1 POCKETS ARE NOT PART OF THIS APPROVAL ` AND TO BE REVIEWED BY AHJ. I rug° `<<uilltrl�� e o ,a t b O K1 o - H -EXTERIOR O OJ - - Q PRODUCT REVISED`' - 90' CORNER DETAIL '0' ON SHEET 22 as complying with the Florida PXXXX(SHOWN) 135' CORNER DETAtt 'P' ON SHEET 22 Building Code o.70592 ., $ PXXXO OPTIONAL 1N LIEU OF Jt NOA-No. 15-0619.06 XXXXP Expiration Date 09/2212020 ( IllAb. OXXXP OF droving no. APPROV D !Q6NFIQWRATIONS y / �[ gipP �� eOG ETE DOORS (NON-REINFORCED SHOWN) Miam ade Product Contro /�/-01111110%%% ' SAL1`\\ SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS �,r 11 t %% sheet 8 of 28 WO -(2)-:T ACKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED M25 CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. Z i FOR DOORS USING 90' dt 135' CORNER STILES q LIMIT MAX. DESIGN LOADS TO ±60.0 PSF I 0 DOOR FRAME WIDTH FRAME: WIDTH 0 n -m NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON 13 0 C p C, w� H LL ZN: m f9Z1OD�_ dv O ` xxxx (SHOWN) I J •• oxxx s- ° •• ••• •. 8 •�• XXXO © QEXTERIOR Q L2 C:1 "� • XXXX (REVERSE) a, • • • .00 r A'W • I .. 04 a DOOR FRAME WIDTH FRAME WIDTH •'y�"i�M •i• ••• •• NON-REINF. INTERLOCKS W H H �• o tvo SEE CHART ON EET 13 seiL • 00 it U R H • •• •• - � !L LjL U L24 I—If 1 Lj ' XXXXXXXX (SHOWN) OXXXXXXO Q EXTERIOR QH J1 Q Q o g • 90' CORNER DETAIL '0' ON SHEET 22 NOM. PANEL WIDTH u CL r 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL 1N LIEU OF J1 iF in m n oo^ � r o x PRODUCT REVISED as complying with the Florida Building Code NOA-No. 75.0619.06 - - - -- — - - - - Expiration Date 08/22/2020 By 70592 NOTE: Mlam� a Product Contra 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION-PURPOSES ONLY.IFIGURAMION NON-POCKETEQ DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFO6PPROVED COD RCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. OF .� Browing no. SEE SHEET 13 FOR Up AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ��5•.,,,RtDP.�U,O`�� Q-3 fOM�A%' sheet 9 of 28 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.rt - T to IIIc THIS APPROVAL QUALIFIES DOORS WITH APPROVED • CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS � M WHERE STILE CONFIGURATIONS'SHOWN ON SHEET 22 0 ARE PRESENT. 02 CJ FOR DOORS USING 90' do 135' CORNER STILES q LIMIT MAX. DESIGN LOADS TO .±60.0 PSF I 0 Q �jQv U iM {jj S�VY o VIP • g�a� DOOR FRAME WIDTH FRAME WIDTH Val m NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART SHEET 13 � H H H H I � � � •: ••• �• i • }CXXXXxxX (SHOWN) I ••• ••• • OXXXXXXO EXTERIOR © •z' ••• r, ••• • 90' CORNER DETAIL '0' ON SHEET 22 u9 C'- • 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL W LIEU OF J O • • Cz U_ cn O o •• ag DOOR FRAME WIDTH NOM. PANEL WIDTH H J H L ' i N-0 XXXXXXXO(SHOWN) Sd I OXXXXXX0 o o O U O ExTE6R o a 0 90' CORNER DETAIL '0' ON SHEET 22 r 13V CORNER DETAIL 'P' ON SHEET 22 O r OPTIONAL IN LIEU OF J PRODUCT REVISED as complying with the Florida Building Code HOA-No. 15-0618.06 �� o -- _ - Expiration Date 09122/2020- By N 70W2 NOTE: Mlam-�i a Product ntro Yf= 4t5 f 1APPROVED . CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. *A/ (0 CONFIGURATIONNON—P CKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR -REINFORCED DESIGN PRESSURES SEE SHEET 13. A OF r � Browing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. i •• �L0R....- '�Q-31 �+OUR(4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. rl ilII1�� sheet}0 of 2$ THIS APPROVAL QUALIFIES DOORS WITH APPROVED. U v CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. Z FOR DOORS USING 90' & 135' CORNER STILES H LIMIT MAX, DESIGN LOADS TO ±60.0 PSF u p� 0 2 a � FIR DOOR FRAME WIDTH � u. NOM PANEL WIDTH NON-REINF. INTERLOCKS h DOOR FRAME MOTH SEE CHART ON 5 EET 13 ��y I 4 A a 0 W (�q I tY . V H i�iJ i Q qU m #s Y a j4 O I i� ° a H 10- 8 a 8 M I I _ I N ••• PXXXX (SHOWN) �_- w • XXXXP O EXTERIOR D Q L2 '' •• R � � • FRAME MOTH �`. • :• •• .•• NOM. PANEL WIDTH NON-REINF. INTERLOCKS rN. a • ODOR FRAME WIDTH SEE CHART ON SHEET 13i M w • • •• ••• r--_ ----� 1- I • OR � • • :• •• �L L� • • i f Y Y I 3 C) ,� .• tJ Y_ t U Vp I y� j pvp°' o H cid, H U I l a a I C) a 1 S I M M PXXXXXXXXP (SHOWN) MO H0 HO EXTERIOR 0 x 80' CORNER DETAIL '0' ON SHEET 22 MY CORNER DETAIL 'P' ON SHEET 22 o OPTIONAL IN LIEU OF J Q yU I 1-rr_ 401 N NiPRODUCT REVISED o 0 as comps ng with the Florida Building Code Y J NOA-No. i 5.0619.06 Expiration Date 09/22/2020 `,11111111 l t By APPROVED CONFIGURATION Mia a Pro uct Centro I POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: _ 0592 $ $ SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. T TE OF - drawing no. FOUR (4) TRACKS w� 0-3� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ;ORmN..., �� s ' ... . G,, .., POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FSC. ��`,S�oIYA1."E�?�� sheet of 28 AND TO BE REVIEWED BY AHJ. (11111 THIS APPROVAL QUALIFIES DOORS WITH APPROVED - CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 _o ARE PRESENT. ^ FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO *60.0 PSF gg a_ �T■ IL O 9 � � C1 to p►0 . p aW.no FRAME.WIDTH 1tL �� $F NOM. PANEL WIDTH NON--REINF. INTERLOCKS J 53 DOOR FRAME WIDTH SEE CHART ON SHEET 13 Q �J r-- I = j L H J H I�jr F] J N •••• 1� t1 H IU _ i ()• ••• •• •�• n I lx, 0 H H Io 'L• r7 • • • ;vo ° Ia # O i M I �• o • :••••: l • • Pxxxxxxxx(SHOWN) ` M H H Q J H O ® " `` "" XXXXXXXXP � � � 0 0 EXTERIOR H � � 90' CORNER DETAIL '0' ON SNEET 22 OXXXXXXXP POCKET CAVITY NOT BY CGI •d =�`► o • NOT PART OF THIS NOA 135' CORNER DETAIL P ON SHEET 22 '' °i • OPTIONAL IN LIEU OF J S3 3p M ' ui ••• •• Crz � • • • 3 N . • b� so FRAME WIDTH 0 C9 0 4 NON-REINF. INTERLOCKS U NOM. PANEL WIDTH SEE CHART ON SHEET 13 DOOR FRAME WIDTH j^^ i I L iY H J IF Ld ICj H H is o�S UtipI g ; M s i # °' $ 1 L-- EXTERIOR Q O L3 N in .n PXXXXXXXO(SHOWN) 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 " OPTIONAL IN LIEU OF J 010 PRODUCT REVISED K! 9' " as complying with the Florida Building Code NOA-No. 15-0$19.0$ Expiration Date 09/2212020 . APPROVED CONFIGURATIONS By $ POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: Miami- _ o.70692 D �Pwdut *= v SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. `" drawing no. opo•, POUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. a rEOF r`Lf(/�� e . 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. N' r`3 POCKETS ARE NOT PART OF THIS APPROVAL4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet 12 of 2$ AND TO BE REVIEWED BY AHJ. DSSION LOAD CAPACITY - PSF (GLASS) GLASS CAPACITY CHARTS CLASS TYPES GLASS TYPES 'A' & 'Al' 'B' do 'Bl' NOV. DOOR N11NBE9 OF INTERLOCKS LHTERLOCKS PANEL W101H FPANC NEW PANELS lT/O REINF. WITH REINF. Q J INCKS MES ALwn a ExT.(+) INT.(-) EXr.(+) INT.(-) F a 24-1/8 10 60.0 60.0 80.0 Bolo s 30-1/8 10 60.0 60.0 80.0 80.0 8 36-1/8 10 60.0 60.0 80.0 80.0 42-1/8 80 10 -- 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH O� fl� LL 48-1/8 10 60.0 60.0 80.0 80.0 A g 64-1/6 9 $3.3 53.3 71.1 71.1 7V[ vi O�M 24-1/8 fo 6_0.0 60.0_ 60.o solo o t�oh 30-1/8 10 60.0 60.0 90.0 80.0 !NOM. PANEL WIDTH g p Q 38-1/8 10 60.0 80.0 60.0 80.0 42-1/8 84 10 60.0 60.0 80.0 80.0j VV�II 46-1/8 10 60.0 60.0 80.0 80.0 z to 54-t/8 9 53.3 53.3 71.1 71.1 Z 24-1/8 to 60.0 60.0 80.0 80.0 Q kt 30-1/8 10 60.0 90.0 80.0 80.0 NOM. PANEL WIDTH 36-1/8 90 to 60.0 60.0 80.0 80.0 - 10 80.0 80.0 � N ••• 48-1 8 9 60.0 60.0 50.0 80.0 • 10 80.0 80.0 30-1/e 10 60.0 60.0 80.0 80.0 a • • • �.�. ••• .n . • •• ••• 36-1/8 96 10 60.0 60.0 80.0 60.0 40 42-1/8 to 60.0 60.0 80.0 80.0 �•• n • • • 48-1/B 8 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH • 1 • •• • • Q •• •• ••• GLASS TYPES D Jt �` •••• •• •• 'A', `B'. 'Al', 'Bl' • INTERLOCKS ••_04 • •• 7LITH REINF. 216 M >n • •• •:• EXT.(+) INT.(-) p th •••• • • 24-i/8 10 - - 60.0 60.0 a0 Z � •• ••• 30-1/8 10 - - 60.0 60.0 APPLICABLE FOC EGRESS • ,• • • .� • • REQUIREMENTS TO BE 36-1/8 102 10 - - 60.0 60.0 REVIEWED BY AHJ. o " 42-1/8 10 - 60.0 60.0 U O 48--1/8 10 - - 60.0 50.0 54--1/8 9 - - 54.4 54.4 24-1/8 10 - - 60.0 60.0 30-1/8 10 - 60.0 60.0 36-1/8 1Q8 10 - - 60.0 80.0 42-1/8 10 - 60.0 60.0 $ o 48-•1/8 to - - 60.0 60.0 c� m 53-1/8 9 - - 54.4 54.4 rc 24-1/8 10 - - 60.0 _60.0 30-1/8 t0 - - 60.0 60.0 n 36-1/8 114 10 - 60.0 60.0 42-1/8 10 - - 60.0 60.0 49-1/6 9 - 60.0 60.0 NOTE: 24-1/8 10 - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE o a 3o-i/e to - - 80.0 60.0 EB E8.1 BASED ON ASTM E1300-09 (3 SEC. GUSTS) in ° o 36-1/8 120 10 - - 60.0 60.0 AND FLORIDA BUILDING COMMISSION L °c x 42-1/8 10 - - 60.0 50.0 DECLARATORY STATEMENT DCA05-DEC--219 48-1/8 9 - - 60.0 6o.o ,,till I o - - h - - PRODUCT-REVISED �` ENs� 1 N N M as complzing with the Florida c Building Code 0.70582 HOA-No. 15-0678.06 „ l11 . 14 11:69 Expiration Date 09/22/2020 Browing no. ® ATE OF SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS By - �'� '.. tOp1o1;.•�6\`� 0-31 ABOVE +80.0 PSF ONLY. Miam roduct ontrol INTERLOCKS INTERLOCKS AI DAL, t�� sheet 13 of 28In If/O REINF. WITH REINF. + 3/16' ANN. GLASS 3/16' ANN. CLASS L) 075` Interloyer .075' Interloyer Saflex CP With PET Core Saflex CP With PET Core I 0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co! R � 090' Interlayer 090" Interlayer _ 0 °j Saflex Clear And Color Glass Saflex Clear-And Color Glass I By 'Eastman Chemical Co.' By 'Eastman Chemical Co. O OR OR 090' Interlayer090" Interloyer Q U SentryGlbs 3/8 AIR SPACE SentryGlas IL OR'Kuraray America, Inc.' ByR'Kuroroy America, Inc.'O mm r 3 16TEMP, GLASS .090" Interloyer 090' Interloyer '/ � Butacite PVB Butacite PVB Q By 'Kuroroy Americo, Inc.' By 'Kuraray America, Inc.' p� O p�OQ g _ 3/16' HEAT STREWD GLASS _ 3/16" HEAT STRENb GLASS Q e$N SILICONE SILICONE Z GE SCS 1200 GE SCS 1200 U. DOW CORNING 899 m DOW CORNING 899 �+ Z z_ N DOW CORNING 995 DOW CORNING 995 g : gMI { . XL EDGE SPACER :r MI 1 ST. STEEL BY 'CARDINAL' OR % I I ,I I DURASEAL BY 'QUANEX' =E N ••• h h OR - ¢', I I SETTING BLOCKS a+ SUPER SPACER BY 'QUANEX' Y • • p AT 1/4 POINTS ON LITS O ` WIDER THAN 36 A • • • • a t a 1 SETTING BLOCKS • •��• 'n • • •• •'• £PDM W AT 1/4 POINTS ALL SIZES DUROMETER 85*5 E_ EPOM ca , • • • \ a .. ... DUROMETER 8545 •06 • • • • ' CLASS TYPE 'A' GLASS TYPE- 'Al' ' 1OVERALL INSUL. LAM. G • •• •• ••• 7/16" OVERALL IAM. GLASS CV • � •• � ate„ • • 6M u.4 3 16` HEAT STREN'D GLASS ' 0, •••• 3/16' HEAT STREN'0 GLASS / v 075' Interloyer .075" Interloyer s Q ;so '•; Saflex CP With PET Core Soflex CP With PET Core C) By 'Eastman Chemical Co.' By Eastman Chemical Co. _ Q OR .090' Inlerlayer .090` Interlayer U Saflex Clear And Color Gloss Saftex Clear And Color Gloss By 'Eastman Chemical Co. BY 'Eastman Chemical Co.' OR h .090' Interloyer 3/8' AIR SPACE 090' Interlayer SentryGlas SentryGlos By R'Kuraray America. Inc.' t3y 'Kuroroy America, Inc: a z Lob a 3 16' TEMP. GLASS .0290" Interlo er f .090" Interloyer / y iF Butacite PVB Butacite PV8 o a By Kuroroy America, Inc.' By 'Kuroroy Amorica, Inc. u 3/16' NEAT STREN'0 GLASS 3/16' HEAT STREN'0 GLASS y $ a 1 SILICONE SILICONE GE SCS 1200 GE SCS 1200 DOW CORNING 899 m DOW CORNING 899 N z_ °q DOW CORNING 995 DOW CORNING 995 o G w c Mt ' I XL EDGE SPACER 0i a M I t� i' ' ST. STEEL°BY 'CARDINAL' + x M I SETTING BLOCKS M I ' OR i AT 1/4 POINTS ON LITES i DURASEAL BY 'QUANEX'. WIOER THAN 36" y I I OR EPOM {Y, I Ittt11 f f o SUPER SPACER 8Y 'QUANEX' DUROMETER 85*5 O O PRODUCT-REVISED- - - ��- GE�Is'':?O�'. � = _ 1 ¢�, 1 SEMNG BLOCKS _ as complying with the Florida (s� W AT i/4 POINTS ALL SIZES Building Code yi a EPDM NOA-Mo. 15.0619.06 _ 0.74692 _ PS DUROMETER 85*5Ll I fsx�l Expiration Date 09/2212020 ` GLASS TYPE '13' GLASS TYPE 1H1' By gip••,• aTATEOF `� drawing no. 1' OVERALL INSUL. IAM. GLASS Mlam- d Product Control w10-31 - ��aR►o�.:�'�.�t`'�� (�� 7/16" OVERALL LAM. cuss GLAZING OPTIO //I f r I l 1 sheet 1 A of 28 • ' TYPICAL ANCHORS TYPICAL.ANCHORS 3 KSI IN CLUSTERS 2t3Y WOOD BUCKS IN CLUSTERS TYPI(''AL ANCHORS TYPICAL ANCHORS CCONC#ta;TE AT MTC. STILE SEE NOTI $HEFT 1 AT MTC. SALE U� CLUSTERS IN CLUSTERS `j A7 UTC. STILE METAL STRUCTURES dt INTt;RLOCK,ENQS do.INTERLOCK £NRS AT MTC, STILE o e; SE, CHART 3 KSI SEE CHART 1 WAD 8UCi(S dt INTERLOCK ENDS do INTER40CK-£NQS SEE SPEC 'BELOW ^ r EDGE Std f CONCRETE SEE NOTE SHEET i SEE Cw►RT SEE CHART Z °p Fiat QUAIiT1T)ES.•;.• fOR QQANTITIES FOR QUANTITIES FAR 4UANTTIES 0 J 4. EDB 015T. • . : 3 5/ ". •• - o �,a... .. EDGE'�I$i: e3 5/8 , i I "CO CIRETE EDGE 3 5/e., o Vol". D V -` 0 z- _ � . &I m s ANCHOR TYPE A N QD vii ANCHOR TYPE B N �ii ANCHOR TYPE C `` g� 91 0 Q ANCHOR TYPE A a rn G� _ _ INTO 2BY WOOD BUCKS THRU 1 Bl('SNOOD BUCKS DIRECTLY INTO-3 KSI CONCRETE INTO METAL STRUCTURES -OR WOOD STRUCTURES 0 INTO 3_ KSI CONCRETE OR APPROVED MULLIONS 4 a DF STaN LOAD'CAPACITY - P$R (ANCHOA9) NEAU ANC1iDR3 3ILi, ANCHOR$ WOOD BUCKS AND MLTAL STRUCTURES NOT BY CCI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO FAD 'A D a<cj (1 At u MUST SUSTAIN LOADS IMPOSED BY GLAZIND SYSTEM AND. 8OTH 2 TRACK AND 3 TRACK SYSTEMS WITH S z cg A. At CLUSIFJ!At ANCHORS: SEE EIEY, FOR SPAGNC TRANSFER THEM TO THE BUILDING STRUCTURE, STD. FRAME HEAD-AND SILL. Q $ •STILE/{NIERLOCK ENDS STRE/MTfFA m ENDS u - -- 4 e B ► a e. - - -AT 'HEAD- ---I _ AT JAMBS- -I ROLL DOOR . " `• 4" Ui.TRACON aY 'ELCO' Fu-177•KSI, q=155 XSQ PANEL WIDDi HAUE HEIGHT EXT.(+)EXY.(+)EST.(+) EXT(+) ExT.(+) fxt.(�) TYPE A- 114 X 31,44" ULTRACON BY EJ CO' (Fu-177 KSI, EY-155 KS) TYPE A- �f�A� ( • wales walks t - m: TFT,- wt.- INT.(-) -MT.(-) 7HRV '18Y'BUCKS INTO CONCRETE ,I INTO 2BY W000 BUCKS OR WOOD -STRUCTURES I � U•�• � �••• •• ••• 24-1/8 40.0 - - 80.0 - - I M ao-t/a 80.0 I i/4 MIN. EMOED INTO CONCRETE 1-1/2" MIN. PENETRATION INTO WOOD Q •c ` •.•.� •� --- THRU 1BY BUCKS INTO CONC. OR MASONRY . . • • 36=f/s ao,o' .� - 76.2 eo.o - I THRU 2BY BUCKS INTO CONCRETE '�" az=t%a 83 72.4 80.0 "�' 69.7 80.0 - 1f2" MIN. EMeEt) INiO CONCRETE 1--1/.4' 'MIN. EIABEO INTO •CUNC. OR MASONRY. � " '•' •g.1. • • • .F8-1/a 66.8 80.0 - 63.4 80.0 - . • + •W' •• •• •. 48-1/e 62.8 80.0 - 69.0 80.0 80.0 I ��- ' 1 (Fu=17.1 KSI. Fyb155 KSQ �� PE �- 1 Zj" DIA. U TRACON BY ELCO' (Fa-177 KSI, Fy-f65 KSI) 1 K� 0 x91=1/s a0.0, - - e4.o -- DIRECTLY INTO CONCRETE. DIRECTLY INTO CQN0. -OR MASONRY � '•�t'�; tiL :"• •e •• 30-1/6 80.0- - - 80.0 - 2u MIN. EMEiEO •C•• ••• •• ••• 1- 1 4' MIN. EMBED INTO CONC. OR MASONRY • / � ado 36-1/a 75"5 80.0 - 71.6 40.G - 1 . .^ " ••• • • ea 1,/4" d1,3. SELF_UEi1LLiN0 SCREWS (GRADE b CBS) TIPS C t/4 dIA. SELF DRILLING SCREIh[S (cIiADE 5 CAS) •�r-- ' 42-1/8 67.8 B0.0 64.3 80,0 • •• ••• 4a-1/s 62.3 eoo - a9.t Sb.o Boo I INTO MIAM!-DARE COUNTY APPROVED MULLIONS (1/8' THK. MIN,) 11 IRTO MU.WI-OADE COUNTY APPROVED MULLIONS (1/8" 7HK. MIN.) 0 g1 m • INTO METAL STRUCTUkES ,O' •e_ s1' •. • • 914-1/8 $8.4 -80.6 80.0 56-3 baa 00.6 INTO METAL. STRUCTURES- G Ger. . • 24--1/8 80.0 r - 80.0 - STEEL - 1/8" THK. MIN. (ry = 36 KSI MIN.) + $TEFL 1/8 THK. MIN. (Fy a 36 KSI MIN.) } y _ o •• I ALUM1tdUM 1/9" THK: MIN. (6063-TS MIN.) ALUMINUM ; 1/8" THK: MIN: (6063-T5 MIN.) "' o y 36-1 B e0 69.x aO,O - 5.6 Bolo - (STEEL IN CONTACT WJTH ALUMINUM TO BE PLATED. OR PAINTED) (STEEL. 'IN CONTACT WITH ALUMINUM TO BE PLATED OR PNNT£D� o g 0.0 - 80.0 80-0 48=1 a b6,y 0-0 80.0 913.7 60.0 .8014 - - ---AT SILL - - AN NOti EDGE DISTANT 30-1/8 73.8 60.0 - 69.9 80:0 - �TYP.E 't�2'- 114' DUL IXTRACON t3Y 'ELCO' (Fu-177 KSI. Fya.l55 X51) I INTO CONCRETE•OR MASONRY - 2-1/2"-MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE 1" MIN. 30.•1/8 .96 63.9 60.0 - 90.6 80.0 - INTO METAL. STRUCTURE ¢ 3%4" MIN. a2�1/8 57.0 80.0 -60,0 64.0 80.0 80 - 1--3/4° MIN, EMBED INTO CONCRETE u WOOD AT HEAD AR JAMBS SO P 0,65 MIN. 48-1/8 51.9 77.9 60.0 49.3 7.3.9 910.0 - - - - CtSNCREX AT HEAD, SILL OR JAMBS I'c - 3000 PSI MIN. 24=1/a -60.0 - - e0.o - - NOTE: C-9D HOLLOW%TT).L):o BLOCK AT JAMBS.f'rp 2000 PSI MI{�. o 30-f/8 Baso - - e4.o - - ANCHOR CAPACITIES LISTED ON THIS 3e-.1/a 59:3 60.0 IS0.0 55.2 60.0 60.0 SHEET TO BE- USED IN. COZIJUNCTION SILL RISERS SE[: SHEETS -14, 15, 17 9C, I'8 FOft OPTIONAL SILL DETAILS VI � k 42-1/8 102 32.7 60:0 60.0 50,0 80,0 600 WITH .GLASS CHARTS ON SHEET 13 AND SHEET i3 FOR CAPACT1f I R M "-1/0 •47.9 60-0 80.0 45.5 60:0 -v0:o LOWER APPLICABLE VALUES CONTROL„ 64-1/6 44.3 eo.o eo.o 42.0 60.0 60.0 $ TRACK SYSTEM SHOWN ALSO APPUCABLE ANCHOR TYPE I3 NIC�IOR TYPE Ej_ 24-1/8 80.0 - 60.0 - i TO.2 ANQ 4 TRACK FRAMES. DIRECTLY INTO 3 KS! CONCRETE D!R£CTLY INTO 3 KSI CONCI;EfE 30-f/a eo.o - - 60,0 - - o PtEAS_E SEE FOLLOWING SHEETS FOR DETAILS.• g r w o � r 3e-1/6 "108 65.3 60;0 -60,0 .62.5 60.0 '90.0 42-i/8 49.1 60.0 60.0 45.5 00.0 50:0 •' x -+ 48-f/B 44,5 6b.0 _60.0 42.2 60.0 •80.8 24-1/8 60.0 - 60.0 - - - n 30=1/8 60.4 - - 67.2 60.0 60.0 f _•" 1 :: d i ' ,4 • I + _ \\\\ f 3e-1/e t 1 e s1.9 60.0 60.0 4e.2 60.0 00.0 PRODUCT REVISED - :- 1 3;8%e'• �� as cam 1 in with the Florida ��`�•'� � yy g `� 912-1/a i5.a eo,1i 4oA 4s.9 80.0 60,0 Building o e ; ° ••3.5 8: 01 48-1/8 41.5 60.0 60.0 39,4 .59.1 60,0NOArNo. 15.0619.06 24-f/a 60.0 - - 60.0 - - • TYPICAL ANCHORS • 0.70582 '` y u L4i/s 1/91 66.9 60,0 40.0 54:0 60.0 60.0 S Expiration Date 09/22/2020 PO EO 6c HARQENEO IN OLUSTERS A1/a 124 46.a 60.0 60.0 46.3 60.0 60.0 ° NO-METALLI /NON-SHRINKAGE -AT MT`G. STILE 43.t So.o 60.4 40.9 Bo.o eo.o ByHIGH •STRENGTH GROUT SEE CHART '� OF drav/in no.Mtam de Pro uc Control t c-- 50.00 PSI MIN. INTERLOCK ENDS 9f/8 38.4 58.4 60.0 39.9 63.4 60.0 ? NOT 81( C-0-1. ' ORfOP.• \ 1 0-31 FOR QUANTITIES .�s''••...,.. 'UMIT EXT.(+) LOAds f0 80 0 PSF FOR DOORS w/OREINFF UI TIQ 96LIN. HLS MUSTLOAOSRLIMIT EXT.(+) LOAIJ� TO 60.0 �SF FOR DOORS TOSSTRUCTU"RE - / � \` sheet 15 of 28� UMfT EXT.(+) LOAOS'TO 60.0 PSF FOR 006AS UN/ RELIVE. ABOVE 963 IN, HT. 1016 120 IN. HIOH. PRODUCT REVISED U as complilawith the Florida SEE SHEET 15 FOR ANCHORS Building ode o MOA-No. 15-0649.06 z EDGE DIST. Nm� d;, ' - •� ' , • • EDGE '•Il ' a 5/8"" S . Expiration Date 09/2212020 Q sDIST.- EDGE DIST. g ci yd Mia - e Pontrol4 • J iC O r IL � 1 WEEP SIZE 1/4" 8" IL in REFER TO 15 FOR VARIOUS a�� J 1 M1 1 ® ® INSTA N CONDITIONS. v m a x�- ® ® ® PTIONAL SLANT SILL ADAPTORS Q 2 471 1 woo it i I I Q T •e• .. •.. some •• • •fee .- u • •• ee• 1 II a .I II ; ea� p e • • • • 1 II I R DECORATIVE :a-- ••24 SILL COVER �fn ` ..• e• ••e 1 1 I I OPTIONAL a Y N cf :• •e e e e �_ t 'I � 1 III �n �'i • •• F I I I C7 as I I I Ij � � ��1`7 Y. • •e ••• Q 4 W It W 1 1} p asAl 1 11 W w 'P :. ..: Ed o a II t �� ^ •e ; d :I i t 11 I L41 �t 00_ .. 0 o W Ij tl `, I 11 I .8 di v I tl 1 I �I ti li II I' I j 11 I' I 1 I II `i 11 I ;I q 11 I II �t SILL RISER 8 o II I 1' i E8.1 READ. FOR LOADS c g ABOVE +60 P5f 15 if POURED DENEOkm HIGH GTN GROUTIj j 1 1 SILL RISER p V Ld S N RINK, NON-METALLTC ' 5000 PS{ MIN. ES REOD. FOR LOADS NOT BY CGi WINDOWS ® ABOVE t60 PSf MUST TRANSFER SHEAR u 1 E7 LOADS TO STRUCTURE I U Il II c100 U 0i If IM ~ o 0 0 �z w 1t1•rr�l�� 01 t 92 N :• ,. •4 • , : �' H 1 i ./'a :4 .:y a.a d♦ 13 KSI CONC. • • .i • • .I ♦ .I 3 KSI CONC. y o $ EOG£ DIST. . •. , �3 5f$'` 1 FDGE DIST. - - ' 3 5/$, • EDGE DIST. . . ' 3 5�• L ltJ�� A OF drawing no. SEE SHEET 15 FOR ANCHORS R10P,. C! `` W 1 31 �aNAIL��\\\ Sheet 1 S a►28 THREE (3) TRACK DOOR DETAILS rrrrr 1 TYPICAL ANCHORS PANEL WIDTH < + SEE ELEV. FOR SPACING p 1/2" MAX. EB D.L.O. REINF. AS EO .�J SEE CHARTRONO O O Z h LOADBEARING M15A t SHEET 13 FOR CAPACITY o al E5 !� a z zo -- 8 "� • 0 0 0IF 0 • < MiiA M18A a w ,_, ,� • . .:•'. 10 E4 114 D.L.O. � �� • a .D.L. OPG ' w • • • Ln 0040*0 PANEL WIDTH O 8 •• ••• EXTERI[OR NOM. PANEL WIDTH i ^LOCK STILE INTERLOCK IN 0i► •••• • (REINFORCED) DOOR FRAME WIQTH ORCED) Vj gid' ••• •• •• N • 1X5 OR LARGER �• W • WOOD BUCKS X10 X i-1/4' SS CUP C6 "" .• ••• 3 PER PANEL C'Z lJ�. • • ; O PANEL WIDTH L O AT 18" FROM EACH END M2 '?�, O o •• 1/2•• MAX. 1/2, MAX AND AT MIDSPAN 1/4' MAX. O LOAD BEARING D.L.O. LOAD BEARING A / METAL V g SHIM 8 X 3 4' SS FH SMS COAD BEARING O SHIM M2 1 PER CUP SHIM STRUCTURE a z TYPICAL ANCH RS = = 6 � _= 11 TYPICAL ANCHORS " SEE EL _ -- .. TYPICAL ANCHORS SEE ELEV. FOR SPACI G SEE ELEV. FOR SPACING FOR SPACING 11 $ _ p n Il II O le ` (LIL r o II OLAJ u �•y -OF -1-1 1 w LA) EXTERIOR FIXED PANEL EXT. _ - t t t U p DOOR FRAME WIDTH DOOR FRAME WIDTH PRODUCT REVISED as compiying with.ths Florida �� P•' GENS ;C) �� - DOOR FRAME WIDTH - - - Building Code OR LARGER WOOD BUCK R NOMNo. 95.0698,06 = 592 c $ a WOOD STRUCTURE f' :>V7! v U v` -5 Expiration Da 0912212Q20 - Y i OF drawing no. Miam- roduct Control � • �WR1 ......0p.•' �� '••• . c�. W10--31 THREE (3) TRACK DOOR DETAILS sS1�AlALt �� sheet 17 of 28 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS 111 I Q •Z z EDGE DIST. A 1 3/4' z EDGE DIST. Sol 4i a +•` • I 3 KSI CONC. N fl1 N •a j •-�a .-�-• I _ �-- , 3 KSl CONC. r � 0 ...- \ . -g .� , v � o k WEEP SIZE 1/4" x 1/8" n E3 1 `.I REFER TO SHEET" 15 FOR VARIOUS INSTALLATION CONDITION C 0 c m 2 M11 10 1 � g E26 Al C1 ® � z��" � E Q0�� m OPTIONAL SLANT SILL ADAPTOR � N i, y qty g � M q j , DECORATIVE tl (n M tl I • t 24 SILL COVER 1- � II � OPTIONAL c' O �i � •. pw • ra III ii ''�,� i •. %* .� a :I v LSI M tt t, Q c� W ' 900 L ' Z • • • r) 1�•z� ••• ••• • 8 a i a d W I �3 � O • I t _ •r • • •• uop • •• ••• II i I SILL RISER • • E8.1 OPTIONAL FOR LOADS •• i I , OVE +60 PSF ' t l rl POURED dt HARDENED i HIGH STRENGTH GROUT I I SILL IISER U m 1 NON-SHRINK, NON-MET kLUC Lill E8 REQD FOR LOADS f•c = 5000 PSI MIN. ABOV 460 PSF L J4 NOT BY CGI WINDOWS MUST TRANSFER SHEAR II LOADS TO STRUCTURE .1 1 o o r co 0 1 x — 2 Nrh ED PRODUCT icomplyng with the Florida r' - - Building Code - �` -� 'V0 N8F'•;Y7 '�i� g M _ a ... :...... a NOA-No. 15.0$18.06 , 70592 >o • ,a• . . - • N a Expiration Date 09/22/2020 > .•,.• -•- `• 3 KSI CON \ ` •:; .y • , ;�• I- 3 KSI CONC. ly�Xo� . _ BY EDGE DIST. •3/4"• EDGE DIST. -�/4" WainPro uct Contro •� sTA of �� Browing no. SEE SHEET 15 FOR ANCHORS '�� R1G►;•''•��% W10-31 SEE SHEET 15 FOR ANCHORST 2 TRACK DOOR DETAILS �s`S�OMAL1 �� sheet 18 of 2$ ' TYPICAL ANCHORS I SEE ELEV. FOR SPACING A7_J PANEL WIDTH Z ^ j 1/2" MAX. 1 PANEL WIDTH 0 b LOAD SBEARING 110 X 1-1/4" SS PH SMS G i PER CLIP O D.L.O_ J W #8 X 3/4" SS FH SMS DLO O d�`-� M2 1 PER CUP 1 E& W o / r c caro If ----- - - - ——.�.�.._. --__ -- 0 op Q o � a 1% �0 LT ILZ 0 o Qo @o a I IS E6 E4 A_IBAGA vNi a INTERLOCK FIXED PANEL D.L.O. _ r i (REINFORCED) EXTERIOR NOM. PANEL WIDTH O " of DOOR FRAME WIDTH Q W 00,0 • ••• n 18Y WOOD BUCKS a C ' .:•' :• •�: SEE NOTE SHEET 1 ' N C-4 S ••••• N N7 r • • • 1/2- MAX. O • / O 1 4" MAX. .z� N, �••• ••••• LOAD BEARING K 2 0 010 X 1•-1/4" SS PH SMS LSD BEARING O ''� •• •• •• SHIM PANEL WIDTH i PER CLIP METAL Q v • •• 1/2" MAX �i 0 SHIM STRUCTURE TYPICAL ANCHORS " �U�� ' •' •�• LOAD BEARING SEE ELEY. #8 X 3/4 SS FH SMS •••• D.L40. SHIM 1 PER CUP :•••• "FOR SPACING TYPICAL ANCA RS " TYPICAL ANCHORS ••• SEE EL {� SEE ELEV. FOR SPACI G p . + it FOR SPACING - - i09 p �C •'i - tl $ O ll — II obi • e � ac .e g CCL $ iC CC W� I O •� � }: [S �j � � v� m �- �- 27 o 1 0 • EXT. [A-1-1 J ' EXTERIOR DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH a �' - FIXED PANEL ,,11i{1 III o 2BY WOOD BUCK �� ,� •AN wooD STRUCTURE - -- --PRODUCT REVISED — a - _ SEE NOTE SHEET 1 as com 1ying with the Florida Building Code C 70692 NQA-No. 15-0619.06 1 gAu W { Expiration Date 09/22/2020 sT OF drawing no. my Miami- Product Control ,''i' Ss�•OR10� ��`\\ W1 0--31 TWO (2) TRACK DOOR DETAILS ��Y�L ��` sheet 19 of 28 SHEET 15 FOR � REFER LAOION CONDITIONS, VARIOUS INS At i SEE SHEET 15 FOR ANCHORS 3 6/8+ as�coomplCn with thaDortda Z b 3 z EDGE DIST. 3 5/8 EDGE EDGE 0157. 3 6/e" EDGE DIST. yy gg bt DIST. Building Code :. •ia I. • . I NOA-No. 15.0619.06 }" �'s a co N a •• r • •a 1 a! .. . ;l! . `. Expiration Date 08/22/202 O o v r ^ BY 1 Miaml-plifft Prod on rol it O t u 0 � WE E 1/4" X 1/8" Qr in a a 1 o 4 y d II I ,i I. •I I _ ~ I 11 .I 1 1, }� ` •. i I I f Z45 i I II 0 tj v OPTIONAL Pogo •• _ A w cn Ii , SL�t NT SILL ADAPTORS c'N ' • • • • •moi •0•XN o • •••••• I OECORATNE :0).2� m 2 SILL COVER N M to ' i•• •i Goi a ; t Ii OPTIONAL • • M 4 •• • • _ K2 0 .� 3 •• ••••• 0_ 'f�i I I I I I ��Q • • i s 11 Sl I I 1 ••• •• 11 Il II h Il 1 �1 • • ' ••� ' • I 1 II 1 I' i t SILL RISER d ,I 11 It E8. REQD. FOR LOADS c ABOVE +60 PSF POU HARDENED , tl RENGTH GROUT ry 4 11 SILL RISER a -SHRINK, NON-METALLIC I 5000 PSI MIN. 1 'I E8 REQD. FOR LOADS NOT 13Y CGI WINDOWS ® ABOVE +60 PSF MUST TRANSFER SHEAR 11 E7 LOADS TO STRUCTURE oaf 111 o 2 13 1 1Ins Jr z 0 O J ..... j .. 1 e :::." . ...: a : o •• " + 70582 - '�• ;" ••ei I 3 KSI CONC. •' •: .,13 Sew Vin. , 3 KSI CONC. a x3 . :n. 1 m 3 5/�. i EDGE DIST. + EDCE DIST. . , EDGE DIET. : L J �I�• ti e T of . j. Browing no. ky IV -,,'c • AORIOP..•�,o � W10-31 SEE SHEET 15 FOR ANCHORS FOUR 4 TRACKDOOR DETAIL ��`SiS�ORlA�� sheet 20 of 28 TYPICAL ANCHORS M SEE ELEV. PANEL WIDTH •- FOR SPACING 1/4" MAX-. Z 1/2` MAX. G2 E6 LOAD BEARING METAL m d LOAD BEARING L3 SHIM STRUCTURE o SHIM MiSA 1 a D.L.O. 8 TYPICAL RS - SEE ACING O 0 z Big n geis io x in - I+ W z to ►+ ,� cs tn :, 1 Al t Q II Qu of N _ M14A M16A m C3in EXTERIOR 0 E27 p W •� • EXTERIOR #10 X 1-1/4" SS PH SMS .4 I i PER CLIP_ 3 C• • •� J "WF Q '•' •• 010 DOOR FRAME WIDTH . LZ 3 PER PANEL O1 1X8 OR LARGER AT 18' AND AT MIDSPAN FROM EACH END M2 •3•N�j m jt ' :• ••: WOOD BUCKS MAX. 1/4" MAX• : •� M • • • LOAD 13EARING •"Gf' � ••' •• •• AD BEARING #e x 3/4' SS FH SMS METAL r- z-� • SHIM 1 PER CLIP SHIM STRUCTURE .c�• rd ••• •• •• • _ o TYPICAL ANCHORS II �•b •• 1/2" MAX. - ++ o O SEE ELEV. TYPICAL ANCHORS 'V�r •i• •• ••• LOAD BEARING FOR SPACING SEE ELEV. SHIM R �;• II FOR SPACING • • • • • TYPICAL AMC RS SEE E 11 oo c p4 1a5 FOR SPA G U & 8 N C1 g t> q N -t in •l• 8 C .,C3 0 Y J s- w o EXTERIOR AN, PRODUCT REVISED DOOR FRAME WIDTH DOOR FRAME VAOTH '? e as com f 1» with the Florida 0692 Building Code - - HOA-too. 15.0699,06 2X OR LARGER WOOD BUCK Expiration Date 09/22/2020 �d drawing no. 1' TA WOOD STRUCTURE By '��,`s.�' •.A� \\ Yr 1 0�� Miam- a s Pro uct on rot U 4 TRACK DOOR DETAILS / `i4i�O�p►1. 1 ` sheet 21 of 2� �� 7 i11i1 �0I n z o a M O O V g' U RJR b10-16 x 1/2" HH SELF DRILLING SCREWS a O g AT 6' FROM ENDS & 12' O-C_ O C Q 19 J z Q. O { (} } g0' CORNER 135' CORNER JLn �I I X10-24 X 1/2' JIO-24 X 1/2" O FH THREAD CUTTING SCREWS 3 1 c C x ` FH 111READ CUTTING SCREWS AT 6' FROM ENDS & 12' O.C. IL " AT 6" FROM ENDS & 12' O.C. » O ' r - --- a o Q • N :-* . E32 2 NM :•• •i 0 40M.M • • • •� -Z •• ••: •• O in see so* 0 ` • C) 2 � a 0 4 0 • • E3 O`Vje) EXTERIOR EXTERIOR ° D.L. OPG. u ,� PANEL WIDTH PANEL WIDTH I DOOR FRAME WIDTH DOOR FRAME WIDTH iA n n o #10-16X 1/2' o �� /HH SELF DRILLING SCREWS N o 0 AT 6' FROM ENDS do 12" D.C. DETAILS APPLICABLE FOR OUTSIDE CORNERS QNLY Y J 10 PRODUCT REVISED as complying with the Florida Building Code b NOA-No. 15.0619.06 = 70592 Expiration D to 09/22/2020 - $ $ By /F drawing no. Mlanli- a Product Control �I�L �� sheet 22 of 28 iATERJOR MOUNTED - • _ M POCKETED JAMB o TYPICAL ANCHORS Z, M TYPE A. B OR C G AT 6" FROM ENDS AND 9" O.C. INTO WOOD/CONC,/METAL 6" O.C. INTO BLOCK ONLY 0. 1-1/6" MIN. 1-1/2" MIN, WOOD EMBED G u SEALANT EDGE DIST, 1-1/4" MIN. BLOCK EMBED Q 1-3/4" MIN. CONC. EMBED W 1/B MIN. METAL THICKNESS O a TYPICAL PAD PILE INSTALATION0 A ION CONC. $ a ' -'' BLOCK WOOD 0 s Lti i s�ti I METAL g IL 0 Q Vz G rz — s 16 - - - - z LL _ 'T -o1 — � OHM EXTERIOR P � 117 n ® 1 I 0 Cs ., o w . .. •� •I's cv • • • TYPICAL AT PANEL 4 CORNERS POCKET CAVITY NOT BY CGi of N� ••• ••• •• NOT PART OF THIS NOAM b TO BE REVIEWED BY AHJ 0 M '� • 000 •: �. 00 09& }.+• - i DOOR FRAME WIDTH p • • ••• •• NOM. PANEL WIDTH •0:0 • • 2 ••• •• 2 • • • • W 0 ° 1 0 0 0 0 i PRODUCT REVISED as complying with the Florida ........ Building CCodde ...... HOA-No. 15-0619.06 II O O 0 i•' O F7cpiration Date 09/,22/2020 0 i• ..... By y o 5 n . Miam- e ro uc Contro � �•� Y � 00 z .a % EXTERIOR — - - �` •guaF ''� • - , 692 aT 1Y : drawing no. ..:� ►o�.� :,,� 10—31 b. sheet 23 of 28 CODE PART No. DRSCRIPTION MATERIAL MANUF. REMARKS - E1 CGI-i83 FRAME SILL 2 TRACK 6083-76 CGI EXTRUDER 1 E2 C0I-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER E3 CGI-186 FRAME HEAD 2 TRACK 6063--T6 CGI EXTRUDER - Z e•Di E4 CGI-153 EXTERIOR INTERLOCK 6083-T6 CGI EXTRUDER - H ar °� E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER a £6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - E7 CCI-156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER - 4 E8 CGI-157 SILL RISER 6063-T6 CGI EXTRUDER - OC ��M E8.1 CGI-181 ALT. SILL RISER(OPTIONAL) 6063--T6 CGI EXTRUDER - h E9 CCI-158 INTERIOR TRACK ASTRAGAL 6063-TO CGI EXTRUDER - E10 CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8') 6063-T6 CGI EXTRUDER - SINGLE LOCK' FOR ALL PANELS WITHOUT CORNERS E11 CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - TWO POINT LOCK ,I3Y 'SULLIVAN' OR 'INTERLOCK' LOCATED AT a&a 0 E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER, - SSI STILE EALOCK PART FROM BOTT#SGDO500 (PS01-0036-117) K E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - ( ) E14 CGI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD--503) (PSO1-0036-117) ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) E15 CGI--170 POCKET HOOK 6063-T6 CGI EXTRUDER - J E16 CCI-121 7/15' CLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) Q Ei7 CGI-123 1" GLASS GLAZING BEAD 6063--T5 CGI EXTRUDER - Ei8 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - _ DOUBLE LOCKS: READ. AT 90' AND 135' CORNER PANELS ONLY E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM 6063-78 CGI EXTRUDER BOTTOM Ego CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) E21 C0I-156A TOP & BOTTOM HORIZ (OPTIONAL) 6083-T6 CGI EXTRUDER - SECURED WITH (2) 10-24 X 1/2'; FH SCREWS E22 CGI-158A ASTRAGAL (oPT1ONA) 6063-TB Ccl EXTRUDER - BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED 2 E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-T6 CGI EXTRUDER - CONNECTING BAR (PART #HD-3310142) 0 ,rj 3 E24 CO-180 DECORATIVE SILL COVER (OPTIONAL) 6053-T6 CGI EXTRUDER - ZINC HANDLE SET o p W ••• E25 CGI-184 2. 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - SECURED WITH (2) 6-•32 X 1-1/2" OH MS � •'d� i. '• '•••:' STEEL KEEPER (PART #HD-3310143) = c• • E26 CGI-187 2. 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-TS CGI EXTRUDER - .Q N o ••• ••• :• E27 CCI--188 FRAME JAMB SCREW COVER (OPTIONAL) SECURED WITH (4) 10--24 X 1/2 PH THREAD FORMING SCREWS 60b3-75 CGI EXTRUDER • n E28 CGI--1028 FRAME HEAD 4 TRACK 6063-T6 CG1 EXTRUDER •3 `4 • ••• •• E29 CCI-1029 FRAME SILL 4 TRACK 6063-Tb CGI EXTRUDER V • •�Z� �D •• T•• • 6063-T8 CGI EXTRUDER - 000 • • E30 CGI-1030 FRAME JAMB Jr TRACK s�eo • � v. ••• • E31 CGI-1057 FEMALE CORNER ADAPTOR (901) 6063-T6 CGI EXTRUDER - '• • E32 CGI-1058 FEMALE CORNER ADAPTOR (135') 6063-T6 CGI EXTRUDER - b <1• • E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER -- ••• M1 CGI-382V GLAZING BULB VINYL (OUROMETER 75-80 SHORE A) PVC - - ••• •• M2 CGI-171C FIXED PANEL CUP (2-1/2' LONG) 6063-T5 - 3 O FIXED PANEL • • M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL M10 CCI-176 FRAME HEAD ANTIUFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. W M11 W2320ING PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. - M12 - BOTTOM RAIL STIFFENER, i LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL o M13 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL C g 3 M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL tf M14 SCD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED 10 SGO-503 M14A PSOI-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A M15 SGO-507 KEEPER ZINC SULLIVAN INST. W/ � JIOX3/4" PH ZINC INTERLOCKS INST. W/ / . 2 JIOX3 4 PH c M1SA SOD-507N KEEPER C S o MI6 SOD-503 RECESSED ADAPTOR ZINC SULLIYAN (NST. W/ 2 80X3/4' FH � c Y a MI6A PSOI-OD36-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 f'10X3/4' FH 77 M17 SGD-5500 HANOLE SET ZINC SULLIVAN/INTERLOCKS - L11 11 r o M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - �� p All, b - M19 sCS2000 SILPRUF SEALANT_ SILICONE GE - T PRODUCT REVISED ,�' "NBF as complying with the Florida �� n M20 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL Building Code ` M211 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL NOA-No. 15-0699■06 •70692 S M22 WS-•201 SILL INTERLOCK PILE PAD WOOL. ULTRAFAB OR EQUIV. Expiration Date 09/22/2020 eM23 HD-12-10042 .350REACH POCKET SEAL AMESBURY - % Lldrawing no. S2 f10 X 1 1/4' LG. PHIL. PH. SMS. ST/ST. ASSEMBLY SCREW - 2 OR 3 PER CORNER sy ` Mlam- IrroductControl � '• Al 10�.�'G`, W1 0-31 �' NALI%% sheet 24 of 28 c., 4.735 -5.921 1.340 .675 1.340V U ``� .120 /A I .070 .070 ` I ■Y 4_ -� 9q " - - 050 .975 .995- .050 .975 Z M 860 .847 1.250 .847 1.250 � 1.184 Fes- 3.255 � IIa3.255 4.250 . 4.250 G w u E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) 070 GLAZING BEAD GLAZING BEAD 070 1IL 7 LAM. GLASS INSUL. LAM. GLASS C .995 .995 8 �►h Ll V 075 .075 1.508 t.186 a Oj O.Cd .070 2.600 2 600 E7 - TOP/BOTTOM HORIZ (OPTIONAL) O 070 Q TOP/130TTOM HORR r640 .75 3.000 .725 .065 .664 1.� A60 1.831 3.000 4 Z - 070 985 125 .070 Oj' p 4.735 5.921 .15b 1.490 1.415 M2 FIX. PANEL CLIP 3.000 1.490 }.415 E1 FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) =' .120-=j tn 3.750tn 2.005 I C7 2.005 U 3.750 EXTERIOR INTERLOCK (OPTIONAL) 2.755 .070 2 in F.1 E6 1.366 3.750 MAIN STILE (OPTIONAL) $- Ln 125 MAIN STILE .695 00 ti 0 2.755 z p W .•• 3.000 .265 .125 3-000 FM 16 W . • 070 1.610 1.870 .095 .995 095 c N • .•..• 0• 3.510 O jgiF o • • •• .•• 3.572 SILL RISER (OPTIONAL) 1.610 1.870 ,� kc�M 1.415 1.770 .060 1.415 4 • �. 1.600 1.870 .070' 1.770 .060 n: w •• •• .• 3.572 _ 3.188 �b� ,� •••• .• •• Ll • .070 2.005 • •• O� �3 •• •• 0:0 2.005 .070 -, z-Q . • 1.625 • 2.005i- 1.255 � r, V�� • •. ••• 2.005 O INTERIOR INTERLOCK .58�2 • 1 1.255 INTERIOR INTERLOCK (OPTIONAL) Ela OUTER TRACK ASTRAGAL STILE £9 INTERIOR TRACK ASTRAGAL STILE 1.186 2.120 2.005 .572 '" •• 995 INTERIOR TRACK ASTRAGAL POCKET HOOK (OPTIONAL) .741 1.501 .060 1.831 .625 0 2.591 L L�� A 13.341 .156 3.750 1.920 .082 v z 2. '70 3.000 .155 L. 111 a e °`I r 0 0 64 EXTERIOR INTERLOCK .070 �d-,625 ' x E81 SILL RISER (OPTIONAL) 3.510 SILL COVER(OPTIONAL) 11i111t jl�� c •- 1.825 1.870 ��+` .. r r .125 1.600 + ��;. •., i 70 _ PRODUCT REVISED" ••ae '� g -M as com 1 tog with the Florida Building Code 0692 0 125 1.310 NOA-No. 15.0619.06 2.005 �l'p Expiration Date 09/22/2020 drawing no. OF e23 Miamf �roduccltll ISS/0 'N WIO-31 'NA`E INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) 1111111�% sheet 25 of 2$ � i.886 - --( 1.375 � .510 i ; 2.270 I 125 1.615 .060 M 0 i28 1.886 i28 .128 190 1.650 260 .640 z h .125 -T t , Oj q j a. 3.528 4.765 .065 r FAME HEAD COVER F a I iaG o 1.886 .125 1.485 00', v 190 .774 .190 7741.33Q .080 1.621 .640 g -� a LC 2.412 Ct 1.886 1.347 1.520 .344 ,q60 �o vA 2.581 .625 2 Egg FRAME SILL COVER 0 'i1 t E E31 FEMALE CORNER ADAPTOR (90') E32 FEMALE CORNER ADAPTOR (135") E33 MALE CORNER ADAPTOR !2 FRAME JAMB (2 TRACK) 243-�I e Wz J375 I J 1.791 Q a l l - .060 20 0 FRAME JAMB COVER5.951 . 20 .725 i25 p2 Q W545Ck �� 20 1.508 CM • • • 090 .065 ��n Cr � . •. .•• .664- .625 664.625 �. J �••� •• •• Z U- • Q FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP o •• • gip„�� • ,V •• ••• a s oe 6 C 4) oo'� Q 4 C X J - PRODUCT REVISED �` ,. 'JNBF'`••. as complying with the Florida n $ Building Code N 0592 NOA-No. 15.0619.06 )W o Expiration Date 09/22/2020 ��•' drawing no. By Miam Product Control 5+• W 1 0-31 '`,4,�aMAL sheet 26 of 28 r-. 7.750 !1 M 1 .080 o Z 3 sz 925 .857 1.250 g 0 --� ' Egg FRAME HEAD (4 TRACK) LL 0 t�(0, CY.080—P /' 0 2.600 .753 1i Z V1-- a O 7.730 E29 FRAME SILL (4 TRACK) M 1.375 FRAME T0P CORNER. 4 TRACK SHOWN rA 1.620 .� � .•• .. ... • . • O • • •• ••• • t\ a Cq tn 1.620 iC �•.� •• ••� 12 7.750 • • 1.820 �r� � • •• •.c • • • • .080 $2 095 1.620 .� / a �` Z .625 N d o 8 EJB FRAME JAMB (4 TRACK) n o AHS PRODUCT REVISED �� cENSF'•.. g as complying with the Florida Building Code NOA-No. - 0.70582 15-0819.08 Expiration Date 09/22/2020 P •s �Il y ' drawingno. S 7E OF � Mia Product Control �� •,' R49P..•'�``�` W1 0-31 FRAME BOTTOM CORNER SS�DI�I�.1.��` 4 TRACK SHOWN sheet 27 of 28Jr 111 i{11 S2 S2 S2 Q M 4 S �a acl � d1% � � W � N in N FRAME TOP CORNER FRAME TOP CMERC 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOPfBaTTQM CORNER in MRERED BEAD CORNER (TYPICAL) In O �il .M. z Lj ••• • ••• •• •• ,�.�; S2 L. .090M c,1 . • F 4 9X •y 00• C Go Z-� • • •• t►. ••• ••• • • 9 g 2q S 52 •� • S2 :00 • • AA oliE /- C3 tn LD PANEL TOP1801TOM CORNER Y SQUARE BEAD CORNER (OPTIOM) AN PRODUCT REVISED M as com9CCplytng with the Florida OEi92 a h FRAME BOTTOM CORNER FRAME BOTTOM CORNER Buildtn odde 3 TRACK SHOWN 2 TRACK SHOWN NOA-No. 15-0619.06 Expiration Date 09/22/2020 '. OF � dra>Yfng no. By �Pmd,,t � '.."XORiQnN--"�� ` W10-31 Mla -Dol ��el NONAL, sheet 28 Of?f3 11/111111 4.V L AVAILABLE FRAME TYPES 72 72 j Frame Dim. Frame Dim. h J Same frame used on all four sides 21 s7 2, 2 s6 2 NN Opng. N O.L Opn9• Q Z Q STANDARD COVER CUSTOM LONGER COVER (OPTIONAL) SURFACE APPLIED 0 g —4.0e0 ..090 FALSE MUNTINS a 6 ( ) to 17 , I I l l I i 11 OPTIONAL O � � { 4 �•� II II � II II �, � 4 i4� Jg F tJ a — L rJL_-- 9 --JL_� tet!— { 5 E 11 11 E a !I it C b o6 � o II II oa ,pv � �— �i s ni o I I 11 cv o 0 W o II 11 w d II 11tfj t --J L__— =. -1 F_ —.J L__--. LL Z �+ II 11 11 it � W FLANGE FRAME FLANGE FRAME LAMINATED GLASS INSULATED LAMINATED GLASS Of4.0904.090 •• •• •�j • Cam • j • • • E civ, M""M"" era Ma..Short Side IAoi Comas Mor.Short Side •••• alp- Y $ $ TYPICAL ELEVATION TYPICAL ELEVATION •••• 6 c • ••i••• FLANGE FRAME EQUAL LEG FRAME • • y� } • • ••••.• fV •• • S •••• o Lo O •• O M M 2 is EQUAL LEG FRAME EQUAL LEG FRAME ze i LAMINATED GLASS INSULATED LAMINATED GLASSt,� 3 O= M 4 W � 0 CITAN SERIES 410 FIXED WINDOWS O N APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS d P IN OF FIX./FIX. OR FIXED WITH OTHER MIAMI—DADE COUNTY col < y l APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS INSTRUCTIONS FOR USING CAPACITY CHARTS: 0 g z $ IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR WILL APPLY TO ENTIRE SYSTEM. A GIVEN WINDOW OPENING. DETERMINE THE CAPACITY OF THE WINDOW HURRICANE ZONE (HVHZ), c m$ r THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEA SIZE/CONFIGURATION/GLASS TYPE FROM CHARTS ON v g o g SHEETS 2 AND 3. STE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY to FOR INSTALLATION ANCHOR TYPES SEE SHEET 4, THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. ` WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SEP 3 IF ALUMINUM BUCKS ARE USED, VERIFY THE BUCK SHUTTERS ARE NOT REQUIRED. INSTALLATION CAPACITY FROM SHEET S. LOADS TO THE STRUCTURE. _ _ FOR UNCLIPPED MULLED WINDOWS DETERMINE Emyr. JAYAHMAD ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS STEP 4 CIVIL L ['RADT3CTRI3VIS8D EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MULLION CAPACITY FOR 1X4 AND 2X6 TUBES FLA. PE 70582 as complying with Lha>r mih i FROM CHARTS ON SHEETS S do 7. CAN. Building Code 16-0.512.!Q ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP 5 FOR MULLION ANCHOR CAPACITY SEE CHART B tion Data v Acceptance No1 ,! I� v NOT PARI OF THIS APPROVAL. ON SHEET 6. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, RY 'i'eliff 9—v drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION MA 2015 Mie,,, ade T�oduct Cw�n COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN � W08-95 REQUIREMENTS OF THE FLORIDA BLDG. CODE. PRESSURES OBTAINED FROM STEP I. r— T _ — =;j sheet 1- of g DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �U ' GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE I GLASS TYPE 2 DIM. t rn ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR DIM. 1 t1W.2 OPTION I OPTION 2 OPTION I OPTION 2 DIM, 1 ON. 2 OPTION 1 OPTION 2 OPTION I OPTION 2 DW-1 DIY.2 OPTION 1 OPTION 2 OPTION 1 OPTION 2 pp DICKS 06cm pn.(+) K -) D(T.(+) INT.(-) Ext.(+ SNL(-) IXT.t+ IHT.(-) DfT.(+) TNT.(- DCr.(+) TNT.-) w.(+) INT.(--) IXf.(+) INT.(-) axxES srx*u fXT.(+) INT(-) Dfr.(+) TNT.(-) Off.(+) INT.(-) [7R.(+) INr.(-) Z 30 120,0 150.0 120.0 150.0 133.0 150.0 133,0 150.0 30 120.0 130.9 120.0 130.9 133.0 150.0 133.0 150.0 30 118.2 118.2 118.2 118.2 124,3 124.3 133.0 150.0 Q Z 36 120.0 150.0 120.0 150.0 133.0 150.0 133.0 160.0 36 97.0 97.0 97.0 97.0 133.0 137.5 133.0 150.0 36 76.1 76.1 78.1 75.1 107.0 107.0 133.0 147.1 42 120.0 128.4 120.0 128.4 133.0 150.0 133.0 150.0 42 80.0 80.0 50.0 80.0 124.2 124.2 130.0 146.5 42 62.4 62.4 62.4 62.4 94.9 94.9- 124.8 124.8 Q 48 116.5 116.5 116.5 116.5 133.0 150.0 133.0 150.0 48 71.1 71.1 71.1 71.1 114.7 114.7 132.8 132.8 48 54.0 54.0 54.0 54.0 86.0 86.0 108.0 108.0 iv 11Y O V 51 110.4 110.4 110.4 110.4 133.0 IWO 133.0 150.0 51 69.6 69.6 69.6 69.6 111.0 111.0 125.9 125.9 51 50.8 50.8 50.8 50.8 82.4 82.4 101.7 101.7 2 d v 54 48 105.9 105.9 105.9 105.9 133.0 137.6 133.0 150.0 54 78 70.7 70.7 70.7 70.7 107.9 107.9 118.9 118.9 54 108 - - - - 75.0 75.0 75.0 75.0 57 100.6 100.5 100.6 100.6 125.1 125.1 133.0 150.0 57 88.4 68.4 68.4 68.4 105.3 105.3 112.6 112.6 57 - - - - 75.0 75.0 75.0 75.0 I) t] a 60 95.7 95.7 95.7 93.7 114.7 114.7 133.0 150.0 60 66.4 66.4 66.4 86.4 103.2 103.2 107.0 107.0 60 - - - - 74.1 74.1 75.0 75.0 0 2 63 91.1 91.1 91.1 91.1 132.3 132.3 133.0 150.0 63 65.4 65.4 65.4 65.4 101.9 101.5 101.9 101.9 63 - - - - 71.9 71.9 75.0 75.0 Q M 66 86.8 86.8 88.8 86.8 122.9 122.9 130.6 147.3 66 63.4 63.4 83.4 63.4 97.3 97.3 97.3 97.3 66 - - - - 70.1 70.1 75.0 75.0 M 69 82.8 82.8 82.8 82.8 114.7 114.7 127.5 143.8 69 61.3 81.3 81.3 81.3 93.0 93.0 93.0 93.0 69 - - - - 68.4 68.4 75.0 75.0 Q 72 77.3 77.3 77.3 77.3 107,5 107.5 124.7 140.6 72 59.3 59.3 59.3 59.3 89.2 89.2 89.2 89.2 72 - - - - 66.9 66.9 75.0 75.0 DIM. 1 0) 30 120.0 150.0 120.0 150.0 133.0 150.0 133.0 150.0 30 120.0 125.7 120.0 125.7 133.0 143.6 133.0 150.0 30 114.6 114.6 114.6 114.6 133.0 133.4 133.0 150.0 a•_ O a 3 � � 36 120.0 132.3 120.0 132.3 133.0 150.0 133.0 150.0 36 91.6 91.6 91.6 91.6 123.1 125.1 133 0 150.0 36 76.0 76.0 78.0 78.0 114.7 114.7 133.0 145 8 Z tfj O 42 115.5 115.5 115.5 115.6 133.0 143.0 133.0 150.0 42 70.7 70.7 70.7 70.7 112.3 112.3 126.7 141.4 42 59.6 59.6 59.6 59.6 101.5 101.5 119.2 119.2 48 105.9 105.9 105.8 105.9 133.0 137.6 133.0 150,0 48 66.1 66.1 68.1 66.1 103.2 103.2 128.7 128.7 48 51.1 51.1 51.1 51.1 91.7 91.7 102.2 102.2 � Q W�� IN 51 101.5 101.5 101.5 101.5 133.0 136.3 133.0 150.0 51 67.4 67.4 67.4 67.4 99.6 99.6 124.3 124.3 51 - - - - 75.0 75.0 75.0 75.0 s 54 54 97.3 97.3 97.3 97.3 133.0 135.9 133.0 150.0 54 84 64.8 64.8 64.8 64.8 96.6 96.6 118.9 118.9 54 114 - - - - 75.0 75.0 75.0 75.0 57 92.7 92.7 92.7 92.7 122.3 122.3 133.0 150,0 57 62.9 62.9 62.9 62.9 94.0 94.0 112.6 112.6 57 - - - 75.0 75.0 75.0 75.0 00*" 60 88.5 88.5 85.5 88.5 111.2 111.2 133.0 150.0 60 62.0 62.0 62.0 62.0 91.7 94.7 107.0 107.0 60 - - - - 75.0 75.0 75.0 75.0 • 83 84.4 84.4 84.4 84.4 127.4 127.4 129.3 145.8 63 50.3 60.3 60.3 60.3 89.9 69.9 101.9 101.9 63 - - - - 75.0 75.0 75.0 75.0 ••• i ••' 1 •••• • • 86 80.8 80.8 80.6 80.8 117.6 117.6 t 25 0 141.0 66 58 6 58.6 58.6 58.6 88'8 88 3 97.3 97.3 68 - - - - 74.1 74.1 75 0 75.0 NOTE "• r •••• • 69 77.1 77.1 71.1 77.1 109.2 109.2 119.9 118.9 - - - - 75.0 75.0 69 - - - - 72.2 72.2 75.0 75.0 LONG AND SHORT DIMENSIONS CAN BE ORIENTED VERICALLY"' � • n • • 72 73.9 73.9 73.9 73.9 101.9 101.9 118.9 118.9 72 - - - - 75.0 75.0 75.0 75.0 72 - - - - 70.6 70.6 75.0 75.0 v Ix •••••• OR HORIZONTALLY AS SHOWN.*• O t• y 30 120.0 146.8 120.0 150.0 133.0 145.6 133.0 150.0 120.0 125.2 120.0 125.2 133.0 150.0 30 110.9 110.9 410.9 110.9 125.8 125.5 133.0 150-0 • 36 120.0 121.1 120.0 121.1 131.0 131.0 133.0 150.0 36 86.7 86.7 86.7 86.7 114.7 114.7 433.0 150.0 36 75.8 75.6 75.8 75.8 107.9 107.9 133.0 144.2 ••• p O w •.� •'�"• 42 104.8 104.8 104.8 104.6 121.0 121.0 133.0 100.0 42 67.7 67.7 67.7 67.7 102.6 102.6 133.0 135.5 42 57.6 57.5 57,5 57.5 95.3 95.3 115.0 115.0 ••• /�5i' ""' 48 95.7 95.7 95.7 95.7 114.7 114.7 133.0 150.0 48 55.2 65.2 65.2 65.2 93.8 93.6 125.4 125.4 48 48.5 48.5 48.5 48.5 86.0 86.0 97.0 97.0 3 �•••• """ ••• =C11 0 •• 51 91.9 91.9 91.9 91.9 112.6 112.6 133.0 150.0 51 62.1 62.1 62.1 62.1 90.4 90.4 120.8 120.8 51 - - - - 75.0 75.0 75.0 75.0 • N �F, rn • 54 60 88.5 88.5 88.5 88.5 111.2 111.2 133.0 150.0 54 90 $9.8 59.6 59.8 59.8 87.4 87.4 116.8 116.8 54 120 - - - - 75.0 75.0 76.0 75.0 • 31..W 4 0 0 • 57 85.8 85.8 85.8 05.8 110.4 110.4 133.0 150.0 57 58.7 58.7 58.7 58.7 84.8 84.8 112.6 112.6 57 - - - - 75.0 75.0 75.0 75.0 • • •^ 0' M M ' • 50 82.8 82.8 82.8 82.8 110.1 110.1 133.0 150.0 60 57.0 57.0 57.0 57.0 82.6 82.6 107.0 107.0 60 - - - - 73.4 73.4 75.0 75.0 003:. n ' • d' Z Z�•• 63 79.4 79.4 79.4 79.4 107.0 107.0 107.0 107.0 63 55.2 55.2 55.2 55.2 80.6 60.6 101.9 101.9 63 - - - - 71.1 7t.t 754 75.0 65 76.2 75.2 7512 76.2 107.0 107.0 107.0 107.0 86 - - 75.0 7A0 75.0 75.0 66 - - - - 69.0 69.0 76.0 75.0 89 75.0 75.0 75.0 76.0 105.8 105.8 107.0 107.0 69 - - - 75.0 76.0 75.0 76.0 69 - - - - 67.2 67.2 75.0 76.0 W (j O 72 72.0 72.0 72.0 72.0 98.3 98.3 107.0 107.0 72 - - - - 75.0 75.0 75.0 75.0 72 - - - - 65.5 65.5 75.0 75.0 N V 7� 30 120.0 145.8 120.0 145.8 133.0 150.0 133.0 150.0 30 120.0 123.6 120.0 123.8 133.0 142.7 133.0 150.0 35 111.2 111.2 111.2 111.2 133.0 143.3 133.0 150.0 35 77.3 77.3 77.3 77.3 123.5 123.5 133.0 150.0 .075" Interlayer .075" Interloyer 42 95.6 95.6 95.6 95.6 131.0 131.0 133.0 150.0 42 65.2 65.2 65.2 55.2 110.1 110.1 130.5 130.5 Soflax CP With PET Core Soflex CP With PET Core 48 86.8 86.8 86.8 86.6 122.9 122.9 130.8 147.3 48 60.6 60.6 60.6 60.8 100.3 400.3 121.3 121.3 R 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 51 82.7 82.7 82.7 82.7 119.9 119.9 127.5 143.8 51 58.6 58.8 58.6 58.6 98.4 96.4 117.3 117.3 ,090" Interlayer .090" Interlayer y E Cr 54 66 80.8 60.6 80.6 80.6 117.6 117.6 125.0 141.0 54 96 56.0 56.0 5B.0 56.0 93.1 93.1 112.0 112.0 SentryGlos SentryGlas ,n W y 57 78.4 78.4 78.4 78.4 112.6 112.6 112.6 112.6 57 54.0 54.0 54.0 54.0 90.1 90.1 107.9 107.9 By 'Kuraroy America, Inc.' By 'Kuraroy America, Inc.' N W 60 78.2 78.2 76.Z 76.2 107.0 107.0 407.0 107.0 80 51.8 51.8 51 8 51 8 67.6 67 8 103 8 103.8 3�16' ANN 316" HS m w 63 ?5.2 75,2 75.2 75.2 401.9 101.9 101.9 101.9 63 - - ^ - 75.0 75.0 75.0 75.0 316" ANN 316" HS C W a 66 72.4 72.4 72.4 72.4 97.3 97.3 97.3 97.3 66 - - 75.0 75.0 75.0 73.0 H U R PRODUCT REVISED o n I 59 69.8 69.8 69.$ 69A 97.3 97.3 97.3 97.3 69 - - - - 75.0 75.0 75.0 75.0 z _ a 72 87.4 87.4 67.4 67.4 96.2 98.2 97.3 97.3 72 - - - - 75.0 75.0 76.0 75.0 as complying with the Florida I Building Coda 30 120.0 138.1 120.0 138.1 133.0 144.8 133.0 t50.0 30 120.0 121.3 120.0 121.3 132.9 132.9 133.0 150.0 Acceptance No 38 103.2 103.2 103.2 103.2 127.4 127.4 133.0 150.0 38 75.8 75.8 75.8 75.8 114.7 114.7 133.0 148.9 m m E; iration Date ]Q o o C N o o 42 87.2 87.2 87.2 87.2 115.6 115.6 133.0 150.0 42 85.7 65.7 65.7 65.7 101.9 101.9 131.3 131.3 y g N a c 48 77.3 77.3 77.3 77.3 107.5 1107.5 124.7 140.6 48 58.9 55.9 56.9 56.8 82.6 82 6 113 7 113.7 Mi de ct m C < m L) 0 w 51 75.6 75.6 75.6 75.6 104.4 104.4 125.9 125.9 51 54.4 54.4 54.4 54.4 68.9 58.9 105.7 108.7 IF - --- - 54 72 73.9 73.9 73.9 73.9 101.9 101.9 118.9 118.9 64 102 51.9 51.9 51.9 51.9 85.6 85.6 103.8 1103.8 6 6 57 74.5 74.5 74.5 74.5 09.9 99.9 112.6 112.6 57 - - - - 75.0 7&0 75.0 75.0 GLASS TYPE '11" GLASS TYPE "2" 60 724 72.0 72.0 72.0 98.3 98.3 107.0 107,0 60 - - - - 75.0 75.0 75.0 75.0 _ - - - - - Engr: JAVAO AHMAO o _ CIVIL 83 69.6 69.6 69.6 69.6 97.1 97.1 101.9 101.9 63 - - - - 75.0 75.0 75.0 75.0 GLASS TYPES AVAILABLE FIA. PE 0592 N I I 2 66 67.4 67.4 67.4 67.4 96.2 96.2 97.3 97.3 66 - - - - 75.0 75.0 75.0 75.0 CAN. 68 86.0 66.0 66.0 1 66.0 1 93.0 1 93.0 1 93.0 1 93.0 69 - - - - 74.5 74.5 75.0 75.0 } 72 1 83.4 63.4 63.4 63.4 1 89.2 1 89.2 1 89.2 1 69.2 72 - - - - 73.0 73.0 75.0 75.0 s NOTE: drawing no. GLASS CAPACITIES ON THIS SHEET ARE Sj5 WOB-95 BASED ON ASTM E1300-09 (3 SEC. GUSTS). - _ _ FOR ANCHOR OPTIONS SEE SHEET 4m T _ LL _ sheet 2 of 9 DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF y�V U GLASS TYPE 1A GLASS TYPE 2A GLASS TYPE 1A GLASS TYPE 2A GLASS TYPE 1A CLASS TYPE 2A DIN. 1 U) t ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR OIY. 1 OCL 2 OPTION I OPTION 2 OPTION 1 OPTION 2 OIY. t OIL 2 OPTION 1 OPTION 2 OPTION 1 OPTION 2 WL 1 ON.2 OPTION 1 OPTION 2 OPTION I OPTION 2 Noes I,- Exr.(+) CVT.(-) o f.(+) INT.(- 6]rf.(+) INT.(- ExT.(+ INT.(-) =110 wor4s Err.(+) INT.(-) OR.(+) INT.(-) EXT.+ INr.- EXT.+ INL(-) Na1ES MES EXT.+ INT(- EXT(+) 9VT.- EXT. + TNT.(-) EXT(+) INT. 30 120.0 150.0 120.0 150.0 133.0 150.0 133.0 150.0 30 120.0 127.1 120.0 127.1 133.0 150.0 133.0 150.0 30 114.8 114.8 114.8 114.8 124.3 124.3 133.0 150.0 O1p4 36 120.0 150.0 120.0 150.0 133.0 1604 133,0 150.0 36 94.1 94.1 _ 94.1 94.1 133.0 137.6 133.0 150.0 36 73.8 73.8 73.8 73.8 107.0 107.0 133.0 _147.1 �p 42 120.0 124.6 120.0 124.6 133.0 150.0 133.0 150.0 42 77.6 77.8 77.6 77.6 124.2 124.2 130.0 146.6 42 60.6 60.6 60.6 60.6 94.9 94.9 121.1 121.1 QN $ (N� n 48 113.1 113.1 113.1 113.1 133.0 150.0 133.0 160.0 48 69.1 69.1 69.1 69.1 114.7 114.7 132.8 132.8 48 52.4 52.4 62.4 52.4 86.0 86.0 110.6 110.6 a ii• 0 �5 V 51 107.2 107.2 107.2 107.2 133.0 150.0 133.0 150.0 51 674 67.5 67.5 67.5 f 11.0 111.0 125.9 125.9 51 49.3 49.3 49.3 49.3 82.4 82.4 104.2 104.2 c a 54 48 102.9 102.9 102.9 102.9 133.0 137.8 133.0 150.0 54 78 68.6 68.6 60.6 68.8 107.9 107.9 118.9 118.9 54 108 - - - - 75.0 75.0 75.0 75.0 G 57 97.7 97.7 97.7 97.7 125.1 125.1 133.0 150.0 57 66.4 66.4 66.4 56.4 105.3 105.3 112.6 112.6 57 - - - - 75.0 75.0 7&0 75.0 60 92.9 92.9 92.9 92.9 114.7 114.7 133.0 150.0 60 64.4 64.4 64A 64.4 103.2 103.2 107.0 107.0 60 - - - - 74.1 74.1 75.0 75.0 63 88.4 8&4 88.4 88.4 132.3 132.3 133.0 150.0 63 63.5 63.5 53.5 63.5 101.5 101.5 101.9 101.9 63 - - - - 71.9 71.9 75.0 75.0 N M 66 84,3 84.3 84.3 84.3 122.9 122.9 130.6 147.3 66 61.6 WA 61.6 61.6 97.3 97.3 97.3 97.3 66 - - - - 70.1 70.1 75.0 75.0 69 80.4 80.4 80.4 80.4 114.7 114.7 127.5 143.8 69 59.5 59.5 59.5 595 93.0 93.0 93.0 93.0 69 - - - - 68.4 60.4 754 75.0 O n D 72 75.1 75.1 75.1 75.1 107.5 107.5 124.7 140.6 72 57.6 57.6 57.6 57.6 89.2 69.2 69.2 B9.2 72 - - - 66.9 -66.9 75.0 754 au. 1 pp 30 120.0 150.0 120.0 150.0 133.0 150.0 133.0 150.0 30 120,0 122.1 120.0 122.1 133.0 143.6 133.0 150.0 30 111.3 111.3 111.3 111.3 133.0 133.4 133.0 150.0 3, 36 120.0 128.4 120.0 128.4 133.0 150.0 133.0 150.0 36 88.9 86.9 86.9 88R 125.1 125.1 133.0 150.0 36 73.8 73.8 73.8 73.8 114.7 114.7 133.0 145.6 42 112.2 112.2 112.2 112-2 133.0 143.0 133.0 150.0 42 68.7 68.7 68.7 68.7 112.3 112.3 126.7 142.9 42 57.9 57.9 57.9 57.9 101.5 101.5 120.0 120.0 j 48 102.9 102.9 1029 102.9 133.0 137.6 133.0 150.0 48 64.2 64.2 64.2 64.2 103.2 103.2 128.3 128.3 48 49.6 49.6 49.6 49.6 91.7 91.7 104.7 104.7 ,, Q + 61 98.5 98.5 98.5 98.5 133.0 136.3 133.0 150.0 51 65.4 65.4 65.4 65.4 99.6 99.6 124.3 124.3 51 - - - - 75.0 75.0 75.0 75.0 a 54 54 94.5 94.5 94.5 94.5 133.0 135.9 133.0 150.0 54 84 62.9 62.9 62.9 62.9 96.8 96.6 118.9 118.9 54 114 - - - - 75.0 75.0 75.0 75.0 57 90.0 90.0 90.0 90.0 122.3 122.3 133.0 150.0 57 61.1 61.1 61.1 61.1 94.0 94.0 112.6 112.6 57 - - - - 75.0 75.0 75.0 75.0 •••c� 60 85.9 85.9 85.9 85.9 111.2 111.2 133.0 150.0 60 60.2 60.2 60.2 60.2 91.7 91.7 107.0 107.0 60 - - - - 75.0 75.0 75.0 75.0 • 63 62.0 82.0 82.0 82.0 127.4 127.4 129.3 145.8 63 56.5 5&5 58.5 58.5 89.9 89.9 101.9 101.9 63 - - - - 75.0 75.0 75.0 75.0 ' • 66 78.2 78.2 78.2 782 117.6 117.6 125.0 141.0 66 55.9 56.9 56.9 56.9 88.3 88.3 97.3 97.3 68 - - - - 74.1 74.1 TS.O 75.0 NOTE .r • 'A, •• •• ti •• �j ••••.• 69 74.9 74,9 74.9 74.9 109.2 109.2 118.9 118.9 69 - - - - 75.0 754 75.0 75.0 69 - - - - 72.2 72.2 75.0 75.0 LONG AND SHORT DIMENSIONS 72 71.7 71.7 71.7 71.7 101.9 101.9 118.9 118.9 72 - - - - 75.0 75.0 75.0 75.0 72 - - - - 70.6 70.6 75.0 75.0 CAN BE ORIENTED VERiCALLY " in •••• OR HORIZONTALLY AS SHOWN.,: �' 30 120.0 149.6 120.0 149.5 133.0 146.6 133.0 150.0 30 1204 121.6 120.0 121.6 132.1 132.1 133.0 150,0 30 107.7 107.7 107.7 107.7 125.8 125.8 133.0 150.0 3� • � 36 117.6 117.6 117.6 117.6 131.0 131.0 133.0 150.0 36 84.1 84.1 84.1 84.1 114.7 114.7 133.0 150.0 36 73.6 73.6 73.6 73.6 107.9 107.9 133.0 144.2 •• �j C3 � • '•i"• 42 101.7 101.7 101.7 101.7 121.0 121.0 133.0 150.0 42 65.8 65.8 65.8 65.8 102.6 102.6 131.5 131.5 42 55.6 55.8 55.8 55.8 95.3 95.3 117.8 117.80..% �' ••••• PRODUCT RBVISHD •• g � •••• ••..•• 48 92.8 92.9 82.9 92.9 114.7 114.7 133.0 150.0 48 83.3 63Z 63.3 63.3 93.8 83.8 125A 126.4 48 47.1 47.1 47.1 47.f 86.0 88.0 99.5 99.5 a9 complying wide the AM& ••• CV.o .' 51 89.2 69.2 89.2 89.2 112.6 112.6 133.0 150.0 51 60.3 60.3 60.3 60.3 90.4 90.4 120.6 120.6 51 - - - - 75.0 75.0 75.0 75.0 Building Code 1 ; I (n n �af� • 54 60 85.9 85.9 85.9 85.9 i 11.2 111.2 133.0 150.0 54 90 58.1 58.1 58.1 58.1 87.4 87.4 116.8 116.8 54 120 - - - - 75.0 75.0 75.0 75.0 Acceptance No 1 �' 2 3 I j.if1, """ 57 83.3 83.3 83.3 83.3 110.4 110.4 133.0 150.0 57 57.0 57.0 57.0 574 84.8 84.8 112.6 112.6 57 - - - - 75.0 73.0 75.0 75.0 1- iration Date fq: a Q ' M r1 • • 60 80.4 80.4 80.4 60.4 110.1 110.1 133.0 150.0 60 55.3 55.3 55.3 $5.3 82.6 82.6 107.0 107.0 60 - - - - 73.4 73.4 75.0 75.0 ' ' • 63 77.0 77.0 77.0 77.0 107.0 107.0 107.0 107.0 63 53.6 53.6 53.6 53.8 80.6 80.6 101.9 101.9 63 - - - - 71.1 71.1 76.0 75.0 By N 3 ZO Miam' ade Product Oon 66 74.0 74.0 74.0 74.0 107.0 107.0 107,0 107.0 66 - - - - 75.0 75.0 75.0 75.0 68 - - - - 69.0 69.0 75.0 75.0 W C) 69 72.9 72.9 72.9 72.9 105.8 105.8 107.0 107.0 89 - - - - 75.0 754 7&0 75.0 69 - - - - 67.2 67.2 75.0 75.0 g C7 rO Q - 72 69.9 69.9 69.9 69.9 98.3 98.3 107.0 107.0 72 - - - 75.0 75.0 75.0 75.0 72 - - - -- 65.5 65.5 75.0 75.0 V) V 30 120.0 141.6 120.0 141.6 133.0 150.0 133.0 150.0 30 120.0 120.0 120.0 120.0 133.0 142.7 133.0 150.0 " 075 Interlayer .075" Interlayer 36 108.0 108.0 ios.o 108.0 133.0 143.3 133.0 150.0 36 75.1 75.1 75.1 75.1 123.5 123.5 133.0 150.0 Saflex CP With PET Core Saflex CP With PET Core 42 92.8 92.8 92.8 92.8 131.0 131.0 133.0 150.0 42 83.3 63.3 63.3 63.3 110.1 110.1 126.7 126.7 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 48 84.3 84.3 64.3 84.3 122.9 122.9 130.5 147.3 48 53.9 58.9 58.9 58.9 100.3 100.3 120.0 120.0 OR OR .090" Interlayer .090" Interlayer 51 80.3 80.3 80.3 80.3 119.9 119.9 127.5 143.8 51 55.9 55.9 56.9 56.9 98.4 96.4 117.8 117.8 w a SentryGlas SenkryGles o 54 66 78.2 78.2 78.2 78.2 117.6 717.6 1250 141.0 54 98 54.4 54.4 54.4 54.4 93.1 93.1 713.7 113.7 By 'Kuraroy America, Inc.' By 'Kuraray America, Inc.' '-" a 57 76.1 76.1 76.1 76.1 112.6 112.6 112.6 112.6 57 52.4 524 52.4 52.4 90.1 90.1 110.1 t f 0,f G a W 60 74.0 74.0 74.0 74.0 107.0 107.0 107.0 107.0 60 50.3 50.3 50.3 50.3 87.6 87.6 106.2 106.2 3/16" ANN ' 3/16" HS 6"52' o a ir a � 63 73.0 73.0 73.0 73.0 101.9 101.9 101.9 101.9 63 - - - - 76.0 75.0 76.0 75.0 3/16"jMN 9/16" Air Space 9/16" Air Space 3 W w 68 70.3 70.3 70.3 70.3 97.3 97.3 97.3 97.3 66 - - - 75.0 75.0 75.0 75.0 " u a ' g a 69 57.8 57.8 67.8 67.8 97.3 97.3 97.3 97.43 69 - - - - 75.0 75.0 75.0 75.0 3/16- ANN 3/16' HS 3/16 TEMP i _ a H 72 65.5 65 5 66.6 855 98.2 96.2 97.3 97.3 72 - -- - 75.0 75.0 75.0 7&0 XL EDGE SPACER XL EDGE SPACER 30 1204 134.1 120.0 134.1 133.0 144,8 133.0 150.0 30 117.7 117.7 117.7 117.7 132.9 132.9 133.0 150.0 I ST. STEEL BY 'CARDINAL: ST. STEEL BY 'CARDINAL' 36 100.2 100.2 100.2 100.2 127.4 127.4 133.0 150.0 36 73.6 73.6 73.6 73.6 114.7 114.7 133.0 147.2 OR OR c ori 42 84.7 84.7 84.7 84.7 115.6 115.6 133.0 150.0 42 63.8 63.8 63.8 63.8 101.9 101.9 127.5 127.5 DURASEAL BY 'QUANEX' ° DURASEAL BY 'QUANEX' %48 75.1 75.1 751 75.1 107.5 107.5 124.7 140.6 48 55.2 55.2 55,2 55.2 92.6 926 116.5 116.5 R OR Lce m v v w51 73.4 73.4 73.4 73.4 104.4 104.4 125.9 123.9 51 52.8 52.8 52.8 52.8 88.9 88.9 111.4 171.4 SUPER SPACER BY QUANEX SUPER SPACER BY 'QUANEX 54 72 71.7 71.7 71.7 71.7 101.9 101.9 118.9 118.9 54 102 50.4 50.4 50.4 50.4 85.8 MS 108.4 106.4 9 6 9 57 72.3 72.3 72.3 72.3 99.9 99.9 112.8 112.6 _57 _ - - - 75.0 75.0 75.0 75.0 60 69.9 89.9 89.9 69.9 9&3 98.3 107.0 107.0 60 - - - - 75.0 75.0 75.0 75.0 GLASS TYPE -1A- _ GLASS TYPE "2A" Engr: JAVAO AFI MAOCIVIL 63 67.6 67,6 67.6 67.6 97.1 97.1 101.9 101.9 63 - ^ - - 75.0 75.0 75.0 75.0 FLA. 70592 y 1 65 55.5 65.5 65.5 65.5 96.2 96.2 97.3 97.3 66 - - - - 75.0 75.0 75.0 75.0 CAN. . 69 84.1 64.1 54.1 64.1 9&0 93.0 1 93.0 93.0 68 74.5 74.5 75.0 75.0 x° y � � 72 61.6 61.6 61.8 61.6 89.2 89.2 89.2 89.2 72 - - - - 73.0 73.0 75.0 75.0 GLASS TYPES AVAILABLE ,��ii ii NOTE: drawing no. GLASS CAPACITIES ON THIS SHEET ARE M 22 2015 W08-95 BASED ON ASTM E1300-09 (3 SEC._GUSTS. FOR ANCHOR OPTIONS SEE SHEET 4 _ - sheet 3-of 9 TYPICAL INSTALLATION DETAILS (j THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW Co INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS INTO 2X WOOD INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL Z WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS 0SIM z ni Insulated laminated Insulated laminated Insulated laminated Insulated laminated p 6 v FLANGE], 9lose condition FLANGE —glass condition FLANGEglass condition FLANGE glass condition .� shown dotted. shown dotted. shown dotted. (shown dolled. _Q.- - E E E � o U. N ! V) v ! g f x IL G&Q 00 100 0 Backbed \ Backbed Bockbed Backbed ent)I sealant sealant sealant sealant Q; 3 � • .. ' M, `.. „" .dAd+ Wood buck bed In ° e . ANCHOR TYPE 'D' OR 'E' • �� sealant Wood buck bed in sealant , ,,,, • • ANCHOR TYPE 'A', 'B' OR 'C' ANCHOR TYPE 'A', 'B' OR 'C' ANCHOR TYPE 'AA',''BB'�OR 'BBB' �•. :-. .. .,� ,' • • • •.• 4H •• •w ...•.. -- .-.. 7- V) .. Insulated laminated Insulated laminated Insulated dominated Insulated laminated •� � � ' • EQUAL LEG glass condition EQUAL LEG glass condition EQUAL LEG glass condition EQUAL LEG glass condition ,••• 3 « •Y :" shown dotted. shown dotted. r.h.n dotted. `shown dolled. ...f _ +; E E E E o E w•• • 3 e`�••• •••••• N N d n o••i •D f� vaOf� • x x x x • xo •x `7 •••••• E 1-ii�iri•I : c : °c s�••• O o► •••••• \ \ \ c \ c a z�] • • Sealant Sealant� ° `� ° 3 0 Sealant ---}- Sealant 1 W 4� � Af. • • t �.p to UO� .. Wood buck bed in '<' ' :'. ANCHOR TYPE 'AA', 'BB' OR 'BBB' ANCHOR TYPE 'D' OR 'E' Wi sealant ck bed in sealant- N x x s x ANCHOR TYPE 'A', 'B' OR 'C' ANCHOR TYPE 'A', 'B' OR 'C' I. L. 1. 8 - o TYPICAL ANCHORS: SEE ELEV. FOR SPACING w 3iE; la � ul Ir TYPE 'A' TYPE 1: TYPE le TYPE'D TYPE'E, 1/4' DUI. HILTI KWIK-CON it (Fu-183 KSI, Fy-157 KSO 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) ,A/16` DIA (ILMMON BY 'ELCO'(Fu.i77 KSI, Fy-155 KSI) 014 SMS (GRADE 2 CRS) ,f4' DRIL-FLEX SELF DRILLING SCREAS (GRADE 2 CRS) g 2 2 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO 20Y WOOD BUCKS OR WOOD STRUCTURES INTO 20Y WOOD BUCKS OR WOOD STRUCTURES INTO METAL STRUCTURES INTO METAL STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD 1-1/2" MIN. PENETRATION INTO WOOD 1-1/2' MIN. PENETRATION INTO WOOD STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6063-T5 MIN.) ALUMINUM : 1/$' THK. MIN. (6063-T5 MIN.) c, THRU 1BY BUCKS INTO CONC. OR MASONRY THRU 1BY BUCKS INTO CONC. OR MASONRY THRU 1BY BUCKS INTO CONC. OR MASONRY o p o n 2o 1-1/2' MIN. EMBED INTO CONC. OR MASONRY - i-1/2' MIN. EMBED INTO CONC. OR MASONRY '- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � O - o g TYPE AA TYPE BB INTO MIAMI-DAD£ COUNTY APPROVED MULLIONS (MIN. THK.. = •090') '- c a °° o ,,, 1/4- DUL HILTI KWIK-CDN II (17e-183 KSI, Fy-157 KSI) J,4$ DLA. ULTRACON BY '£LCO' (Fuw177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY ANCHOR OPTION I: -1-1/2' MIN. EMBED INTO CONCRETE 1-1/2" MIN. EMBED INTO CONC. OR MASONRY ALL ANCHORS AS SHOWN ABOVE. 9 - En r JAV/1D AHMAb -PRODUCT REVISED TYPE 'BBBCML ANCHOR OPTION Il: FIA PE 70592 a9 complying with rile Fiosida 1•/4■ DIA LITRAPDN BY EL�� (Fu-177 K51• Fy-155 KSI) CAN. Buildhi Code 15�b12•1 ANCHOR TYPES rAr, 'AA & rCr WITH 1/2r SHIM SPACE Acceptance No p g sg DIRECTLY INTO MASONRY BLOCK ANCHOR TYPES 'W. 'BB', 'BBB'. 'D' & 'E' WITH 1/4' SHIM SPACE 4 Ex halt Date + X 1-1/2' MIN. EMBED INTO MASONRY o r--. Nt j(PIGAL EDGE DISTANCE Miann' ade product drawing no. 7 za�5 - INTO CONCRETE AND MASONRY - 2-1/2' MIN. CONCRETE re - 3000 PSI MIN. WO$--95 INTO WOOD STRUCTURE = 1" MIN. MASONRY II'm - 1924 PSI MIN. - - - - - -- - - - - -INTO-METAL STRUCTURE - 3/4" MIN. -- - - _ -- - - - - - - - - -- - - - - - sheet-4 of 9- a - - DESIGN LOAD CAPACITY - PSF (MULLION) 2" x 6" x 1/8" 1" X 4 X 1/8 2 X 6 X 1/8 Unclipped Mullion tiY I ' WINDOW DIMS. ALUM TUBE ALUM TUBE Insulated laminatedInsulated laminated gloss condition 1" x 4' x 1/8" glass condition (6063-T6) WIDTH LENGTH EXT.(+) & INT.(-) EXT.(+) & INT.(-) shown dotted. Unclipped Mullion shown dotted. Z J 36" 150.0 150.0 (6063-T6) tp zz 42" 150.0 150.0 48" 150.0 150.0 o 54" 72" 148.1 150.0 I - - 60" 133.3 150.0ca I 66" 121.2 136.4 Q n 72" 1 111.1 125.0 v p FOR INTERMEDIATE fPl 36" 150.0 150.0 FASTENER SPACING �----- SEE SHEET 1 OF 9 _ 42" 142.1 150.0 48" 127.9 150.0 - 54" 84" 117.6 142.9 "LENGTH" 60" 110.0 128.6 - 66 103.9 116.9 72" - 107.1 ANCHOR TYPE 'D' OR 'E' ANCHOR OR 'E' 36" 116.8 150.0 ANCHOR TOTAL PRPERTIES TOTAL PRPERTIES CAPACITY & QUANTITY Ix 6.0368 IN\4 Ix 12.2758 IN\4 42" 102.3 150.0 SEE SHEET 6 N � Sx 2.6884 IN\3 Sx = 4.0919 IN\3 _ •�� •••••• 48" 91.8 140.6 54" 96" 83.9 125.0 I • • oUncl' Mullion •• v • h • 1" x 4" /8" 60" 78.1 112.5 2" x 6" x Unclipped MulliOlit 1/S"'•• •• 66" - 102.3 -T6) n'} (6063-T6) ••• 00�}� " - � Vii• f 72 93.8 MULLION FASTENERS ---1 J - _- -----=-� f-W On �))YYY`"''`"''' •f ••`•,• 36" - 150.0 USE SAME SPACINGS MULLION it -- _- ••• f•fr ••••• 42" - - 150.0 AS ON SHEET 1 I •• • �f••• •••••• 48" - 132.4 .•• ,t to Lo K M • 54" 102 "- 117.6 •••••• . a:: , .1 60" - 105.9 •••• •�O �Z.�� f•••� 66" - 96.3 72" 88.2 ___ .... ........ 36- 150.0 TYPICAL ELEVATION U o 42" _ - 134.5 - -- --- - 48" - 119.6 - - 54" 108" - 108.3 FOR INTERMEDIATE "WIDTH" m FASTENER SPACING _ 60" 99'6 SEE SHEET 1 OF 9 ANCHOR TYPE '0' OR 'E' ANCHOR TYPE 'D' OR 'E' i W 66" -- 80.8 WI.. I 0 o a 'A U) 72" - 83.3H I '" In 38" - 137.5all Ili If [ [it TOTAL PRPERTIES TOTAL PRPERTIES p o = Ix 5.7328 IN\4 Ix 11.9718 IN\4 m 42" - 119.3 Sx = 2.6455 IN\3 Sx = 3.9906 IN\3 v ' �g5 48" - 105.9 54" 114" - 95.7 60" - 87.8 = 66" - 81.5 z MULLION MULLION FASTENERS o WC 72" - 76.6 USE SAME SPACINGS ro36" - AS ON SHEET I ` 42" - 106.2 48" - 94.4 -54" -120"- - 85.2 •-Engr.-JAVAD AHMAD- TYPICAL ELEVATION rRonuCTRBvtseD - 60" - 78.0 ANCHOR FLA. PE f 70592 as complying with the Florlda cv I I 66" - 72.2 \\-CAPACITY & QUANTITY CAN. 3538 Building Code Acceptance No 15-0 2.1?- 72" - 67.7 SEE SHEET 6 E iration DateTO 9 ANY OR DESIGN LOAD LESS THAN CHART IS ALLOWED. MAY 2 7 z 5 Mi Dade Product drawing no. Width - W1 + wz 2 W08--95 -,(sheet 5-of D91- - - DESIGN LOAD CAPACITY - PSF (ANCHORS AT EACH SIDE OF MULI70N) 0 ANCHOR TYPE 'A' ANCHORS 'A'. 'AA'. 'B' ANCHORS'AA', 'B8' ANCHOR TYPE'AA' ANCHOR TYPE 'B' ANCHORS V. 'B8', 'BBB' ANCHORS'B, 'BB', 'BBB' ANCHORS'D', 'I,' ANCHOR TYPE 'E' ANCHOR TYPE 'BBB' �� Ln WINDOW DIMS. 3/8' SHIM 1/2' SHIM 1/4' SHIM 3/8' SHIM 1/4' SHIM 3/8' SHIM 1/2' SHIM 1/4' SHIM 3/8' SHIM 1/4' SHIM mDTH LENGTH 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 2/ SIDE 3/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SiDE 4/ SIDE 2/ SiDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 2/ SIDE 3/ SIDE 4/ SIDE 3 38' 150.0 150.0 150.0 143.4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 126.8 150.0 150.0 101.9 150.0 150.0 150.0 150.0 147.6 160.0 150.0 150.0 1504 150.0 Zt- J 42' 150,0 150.0 150.0 130,2 150.0 150.0 150.0 150.0 150.0 150.0 137.7 150.0 150.0 115.1 150.0 150.0 92.5 138.8 150.0 150.0 160,0 133.9 150.0 150.0 150.0 150.0 160.0 0 Z 4$' 141.5 150.0 150,0 121.0 150.0 150.0 150.0 150.0 149.0 1504 128.0 150.0 150.0 107.0 1500 150.0 86.0 1294 150.0 150.0 150.0 124.5 150.0 150.0 148.5 150.0 150.0 UI UId 54' 72' 134.2 150.0 150.0 114.7 150.0 150.0 150.0 150.0 141.3 150.0 121.4 150.0 150.0 101.5 150.0- 150,0 81.5 122.3 150.0- 150.0 150,0 11&0 150.0 150.0 140.8 150.0 150.0 0. N O 6D' 129.4 150.0 150.0 110.6 1504 ib0.0 150.0 150.0 138,2 160.0 117.0 180.0 160.0 97.8 146.7 1504 78.6 117.9 150.0 150.0 150.0 113,8 160.0 150.0 135.8 150.0 150.0 J p V 66' 126.7 1 150.0 150.0 1083 150.0 150.0 150.0 150.0 133.4 150.0 114,6 150.0 150.0 95.8 143.7 150.0 77.0 115.5 150.0 150.0 150.0 111.4 150.0 1504 132.9 150.0 1504 0w pl 72" 125.8 150.0 150.0 107.6 150.0 150.0 150.0 150.0 132.4 150.0 113.$ 150.0 150.0 9&1 142.7 150.0 76,4 114.7 150.0 150.0 150.0 110.7 150.0 150.0 132.0 150.0 150.0 W lil 36' 137.2 150.0 150.0 117.3 150.0 150.0 150.0 150.0 1444 160.0 124.1 150.0 150,0 103.8 150.0 150.0 83.4 125.1 150.0 160.0 150.0 120.7 150.0 160.0 144.0 150.0 150.0 X 0 U. 42' 123.2 t50.0 150.0 105.4 150.0 150.0 150.0 150.0 129.7 150.0 111.5 150.0 150.0 93.2 139.8 150.0 74.9 112.3 149.8 150.0 150.0 108.4 150.0 150.0 129.3 150.0 150.0 ,0,+ n 48' 113.2 i50.0 150.0 98.8 14&2 150,0 138.8 150.0 119.2 150.0 102.4 150.0 150.0 85.6 12&4 1501) 85.8 103.2 137.6 138,8 150.0 99.5 149.4 150.0 118.8 150.0 150.0 V 0 54' 84' 105,9 150.0 150.0 90.6 135.9 150.0 129.9 150.0 111.5 150.0 95.8 143.7 150.0 80.1 120.1 150.0 64.4 98.8 128.7 129.9 150.0 93.2 139.8 150.0 111.2 150.0 150.0 jr t9 Q $Or 100.8 150.0 150.0 88.0 128.1 150.0 123.4 150.0 1 106.0 150.0 91.0 136.5 150.0 76.1 114.1 150.0 61.2 91.7 122.3 123.4 150.0 88.5 132.8 150.0 IO&S 150.0 150,0 t' d Q 86' 96,9 145.3 150.0 82.6 124.2 150.0 11&8 150.0 102,0 150.0 87,6 131.4 i50.0 73.2 109.9 146.5 58.9 88.3 117.7 11&8 1 150.0 85.2 127.8 150.0 101.6 150.0 150.0 0 � 1 72' -94.3 141.5 150.0 60.7 121.0 150.0 115.7 150.0 99.3 149.0 85.3 128.0 150.0 71.3 107.0 142.7 57.3 86.0 114.7 115.7 150.0 83.0 124.5 150.0 09.0- 148.5- 1 _ i1•.VL.�Q, _ 38' 116.1 150.0 150.0 99.3 148.9 150.0 142.4 150.0 122.3 150.0 105.0 150.0 150.0 87.8 131.7 150.0 70.6 105.8 141.1 142.4 150,0 102.2 150.0 150.0 121.8 150.0 .0 Ill pp 42' 103.5 150.0 150.0 88.5 132,8 150.0 126.9 150.0 109.0 150.0 93.6 140.4 150.0 78,3 117.4 150.0 62.9 94.4 125.8 126.9 150.0 91.1 136.6 150.0 108.5 1 1600 V• z py 48' 94.3 141.5 150.0 80.7 121.0 150.0 11&7 150.0 99.3 149.0 85.3 128.0 150.0 71.3 107,0 142,7 57,3 88.0 114,7 115.7 150.0 83.0 124.5 150.0 99.0 5 150.0 J �ZZ7 54' 98' 87.5 131.2 150.0 74.8 112.2 149.6 107.3 160.0 92.1 138.2 79.1 118.7 150.0 66.2 99.2 132.3 53.2 79.8 108.4 107.3 180.0 77.0 115.5 148.4 137.7 150.0 Q 4J 60' 82.3 123.5 150.0 70.4 105.6 140.8 100,9 150.0 88.7 130.0 74.5 111.7 148.9 62.3 93.4 124.5 50.0 75.1 100.E 100.9 150.0 72.4 108.7 139.6 4 129.6 150.0' • 66' 78.4 117,6 150.0 67.0 100.5 134.1 96.1 144.2 82.6 123.8 70.9 108.4 141.9 59.3 88.9 118.6 47.7 71.5 95.3 96.1 144.2 69.0 1035 82.3 123.4 150.0 � • •••••• 72' 75.5 113.2 1504 64.5 96.8 129.1 92.5 138.8 795 119.2 68.3 102.4 136.5 57.1 85.6 114.1 45.9 68.6 91,7 92.5 138.8 56.4 99.8 0 79.2 118.8 150.0 •• • •• •� •• 38' 107.8 150.0 150.0 92.2 138.3 150.0 132.2 150.0 113.5 150.0 97.5 146.3 150.0 81.5 122.3 i50.0 53.5 98.3 131.0 132.2 150.0 94,9 150.0 113.1 150.0 150.0 •••• • ••••• •••• • 42' 95.8 143.7 150.0 81.9 122.0 150.0 117.5 150.0 100.9 150.0 88.7 130.0 150.0 72.5 108.7 144.9 58.2 87.4 116.5 117.5 150.0 84.3 26.5 150.0 100.6 150.0 150.0 •••• • • 1 • • 48' 87.1 1308 150.0 74.5 111.7 148,9 108.8 150.0 91.7 137.5 78.6 118.2 150.0 65.8 98.8 131.7 52.9 79.4 105.8 106.8 150.0 i 14.9 147.7 91.4 137.1 150.0 ••• r� •• •OMe •••••• 54' 102' 50,5 124.7 1500 68.8 103.3 137.7 98.7 148.1 84.8 127.1 72.8 109.2 t4&8 60.9 91.3 121.7 48.9 73.4 87.8 98.7 t48 70.8 108.2 138.5 84.5 126.7 150.0 ••• 60' 7'5.5 113.2 150.0 64.5 96.8 129.1 92.5 138.8 79.5 119.2 68.3 102.4 136.5 57.1 85.6 114.1 45.9 88.8 Oil 925 66.4 99.6 128.0 79.2 118.8 150.0 J tv ••� ••:••• 66' 71.6 107.4 143.2 81.2 91.8 122.4 87.8 131.7 75.4 i 13.1 64.8 97.1 129.5 ".1 81.2 108.3 43.5 66,3 87.0 87 131.7 63.0 945 121.4 75.1 112.7 150,0 •••• •3 �}• v 72' 88.6 102.9 137.2 5B.7 88.0 117.3 84.1 12$.2 72.2 108.4 62.1 93.1 124.1 51.9 77.8 103.8 41.7 625 83.4 125.2 $0.4 90.5 116,4 72.0 10&0 144.0 •••• •0p 0 lY •••••• x� • ar 100.6 150.0 150.0 86.0 129.1 150.0 123.4 150.0 106.0 150.0 91.0 136.5 150.0 76.1 114.1 150.0 61.2 91.7 12 123.4 150.0 BBS 132.8 150.0 105.6 150.0 15D.0 • 0 •Z to• t4i •• 42' 89.2 133.8 150.0 76,3 114.4 150.0 109.4 150.0 94.0 140.9 80.7 121.1 150.0 67.5 101.2 134.9 54.2 81.3 .5 109.4 130.0 78.5 117.8 150.0 93.6 140.5 150.0 • •3 ••• • •••••• 48' 80.9 121.3 150.0 69.1 103.7 138.3 99.1 148.7 55.1 127.7 73.1 109.7 148,3 81.1 91.7 122.3 49.1 7 98.3 99.1 148.7 71.1 106.7 137.1 84.9 127.3 150.0 i • •� N • • 54' 108' 74.5 111.8 149.1 63.7 95.8 127.5 01.4 137.1 785 117.7 67.4 101.1 134.8 56.4 845 112.7 45.3 .0 90.6 91.4 137.1 65 6 98.4 128.4 78.2 117.3 150.0 •• X ' r • • WED 60' 69.7 104.5 139.3 59.5 89.4 119,1 $5.4 128.1 73.4 110.0 63.0 945 126.0 52.7 79.0 105.4 63.5 84.7 85.4 12&1 61.3 91.9 118.2 73.1 109.7 146.2 ri 0 •1 86' 65.9 98.8 131.7 58.3 84.5 1 i 2.8 60,8 121.1 69.4 1 D4.0 59.6 89.4 119.2 49.5 74.7 99.6 .0 60.0 80.1 $0.8 121.1 $7.9 .86.9 111,7 69.1 103.7 138.2 O t7 72' 62.9 9413 125.6 53.8 80.7 107.6 77.1 115.7 66.2 99.3 58.9 85.3 113.11 47.6 71.3 38.2 67.3 76.4 77.1 11&7 55.3 $3.0 106.7 66.0 99.0 132.0 d Z Z 36" 94.3 141.5 150.0 80.7 121.0 150.0 115.7 150.0 99.3 149.0 65.3 128.0 150.0 71.3 107.0 2.7 57.3 86.0 114.7 115.7 150.0 83.0 124.5 150.0 99.0 148.5 150.0 ?�' 0 tp 42' 83.5 125.2 150.0 71.4 107.1 142.7 102.3 150.0 67.9 131.8 75.5 113.3 150.0 83.1 126.2 $0.7 78.1 101.5 102.3 150.0 73.4 110.2 141.6 87,0 131.4 150.0 _ O 48' 75.5 113.2 150.0 64.5 96.8 129.1 92.5 136.8 79.5 li9.2 68.3 102.4 136.5 57.1 .5 114.1 45.9 68.8 91.7 92.5 138.8 66.4 99.6 128.0 79.2 118.8 150.0 W (' ^0 S 54' 114' 69.4 104.1 138.8 $9.3 89.0 118.7 5&1 127.6 73.1 109,8 62.8 94.2 125.5 78.7 10510 42,2 63.3 84.4 $5.1 127.6 61.1 91.6 117.7 72.8 109.2 145.7 V) V 60' 84.7 97.0 129.4 55.3 83.0 110.6 79.3 119.0 6&1 102.2 58.5 67.8 117 48.9 73.4 97.8 39.3 59.0 78.6 79.3 119.0 58.9 85.4 109.7 67.9 101.8 135.8 86' 6110 91.5 122.0 52.1 78.2 1043 74.8 112.2 64.2 96.3 55.2 82.7 46.1 69.2 92.2 37.1 55.6 74.1 74.8 112.2 53.7 80.5 103.4 64.0 96.0 1284 72' 58.1 67.1 i i 6.1 49.8 74.5 99.3 71.2 106.8 81.1 91.7 52.5 7$ 105,0 43.9 855 87.8 35.3 52.9 70.5 71.2 106.8 51.1 76.6 98.5 60.9 91.4 121.8 36" 88.8 133.2 150.0 75.9 113.9 150.0 108.9 150.0 93.5 140.2 80.3 .5 150.0 67.1 100.7 134,3 54.0 80.9 107.9 108.9 150.0 78.1 117.2 150.0 93.2 139.8 150.0 42' 78.4 117.6 150.0 67.0 100.6 134.1 06.1 144.2 82.6 123.8 7 106.4 141.9 59.3 88.9 118.6 47.7 71.5 95.3 96.1 144.2 69.0 103.5 133.0 82.3 123.4 150.0 48' 70.8 106.1 141.5 60.5 90.8 121.0 86.6 130.1 74.5 111.8 0 98.0 120.0 53.5 50.3 107.0 43.0 64.5 86.0 8&8 130.1 62.3 93.4 120.0 74.3 111.4 148. E V) 54' 120' 64.9 97.4 129.8 58.5 83.3 111.0 79.8 119.4 88.4 1 58.7 88.1 117.4 49.1 73.8 9&2 - 39.5 50.2 78.9 79.6 119.4 57.1 85.7 110.1 68,1 102.2 13&3 CO 0 0 g 0 60' 60.4 90.6 120.7 51.6 77.4 103.3 74.0 111.0 63.6 4 54.6 81.9 109.2 45.7 69.5 91.3 3&7 55.0 73.4 74.0 111.0 53.1 79.7 102.4 63.4 95.0 126.7 m u C u 68' 68 8 $5.2 113.6 48.8 72 8 97.1 69.8 104.4 89.7 51.4 77.0 102.7 42 9 84,4 85.9 34.5 51.8 69,0 69.6 104.4 50.0 74,9 98 3 59.6 89.4 119.2 � 3 3 72' $3.9 80.0 107.8 46.1 69.1 92.2 66.1 99.1 .8 85.1 4&8 73.1 975 40.8 61.1 81.3 32.8 40.1 65.5 0&1 90.1 47,4 71,1 91.4 58.8 84.9 113.1 2, 3 OR 4 SCREWS ON EACH SIDE "LENGTH" FOR INTERMEDIATE g OF MULLION REFER TO CHARTS 2, 3 OR 4 S ON EACH SIDE I FASTENER SPACING INTERPOLATION FROM THESE CHARTS 1S ALLOWED. ) OF MULL EFER TO CHARTS) l SEE SHEET 1 OF 9 iri g ' � 3 � D D O N O O •a � ogi3 '�W2*``� iv MULLION FASTENERS 6. c < m v c W 1 I USE SAME SPACINGS _ AS ON SHEEP 1 FOR INTERMEDIATE - - - - - - - Engr. JAVAD AHMAD FASTENER SPACING CiVIL PRIODUCTREVISED SEE SHEET 1 OF FLA PE # 70592 83 complying with Ow Florida = CAN. 3538 Building Code 1/1 MULLION Acceptance W MULLION P, Imilon oece 20Jq J � M FASTENERSIL SAME SPACINGS _ W 1 + W2 AY M1 1 Dade Product Can drawing no. AS ON SHEET 1 Width - 2 W08-95 - - TYPICAL ELEVsheets ofg), DESIGN LOAD CAPACITY - PSF (MULLION) DESIGN LOAD CAPACITY - PSF (MULLION) I" X 4" X 1/8" ALUM TUBE 2" X 6" X 1/8" ALUM TUBE "LENGTH' I ' LAMINATED INSUL. LAM. LAMINATED 1NSUL. LAM. O0 WINDOW DIMS. GLASS GLASS WINDOW DIMS. GLASS GLASS j WIDTH LENGTH EXT.(+) & INT.(-) EXT.(+) & INT.(-) WIDTH LENGTH EXT.(+) & INT.(-) EXT.(+) & INT-(-) w 19 a 72" 72" 100.0 80.0 84' 72' 100.0 100.0 Q III I FOR INTERMEDIAT n. 36" 100.0 100.0 60' " 100.0 100.0 FASTENER SP 48" 84' 90.0 57.0 84" 96 75.0 75.0 SEE SHEET 9 0 s e8' 59.0 37.0 60' 75.0 72.0 ANCHORS AT EACH SIDE OF MULLION 108" p >` 72" 68.0 58.0 (2) FOR 1X4 TUBE _ ANY SIZE OR DESIGN LOAD LESS THAN CHART IS ALLOWED. 48• 75.0 68.0 (3) FOR 2X6 TUBE 60" 120" 60.0 51 Ao 7Y 49.0 36.0 0 IL 4cRi p O ��r _ ANY SIZE OR DESIGN LOAD LESS THAN CHART IS ALLOWED. M ULLIO .J ANCHOR TYPE 'D' OR 'E' ANCHOR TYPE V OR 'E' Insulated laminated ; • •••••• ss c •. . •• ' Insulated laminated --� shgloondition own dotted. • •, ' glass condition ••• • .• •x *000:0 shown dotted. ,,, , , • MULLION FASTENERS ."' ;', • • 1 USE SAME SPACINGS ••• ••,� ...•. AS ON SHEET 1 •.•• w�i ••. •.i..' • • 0 oz .... oz ptL . ,• c�i•.•.• Unclipped Mullion TYPICAL ELEVATION ,o •=CV o • (6063-T6) .. .w tR 1�, ;.•••; PRPERTIES Ll- O N 5 M = 12.2758 IN\a TOTAL PRPERTIES Sx a 4.0919 IN\3 _ VNO + W2 Z z-J Ix 6.0368 IN\4 Width -- 2 o Sx = 2.6884 IN\3 W2 s w1 � a-o T Unclipped Mullion (6063-T6) tn ANCHOR TYPE 'D' OR 'E' 8 " w N � En ANCHOR TYPE 'D' OR 'E' o H a K z z 1' x 1/8" C U ed Mullion g 63-T6) 8 o g L I Q m U o w TOTAL PRPERTIES Y Ix = 11.9718 IN\4 _ __ _ Engr. JAVAD AHMAD _ TOTAL PRPERTIES T _ CML PRODUCT REVISED Ix = 5.7328 IN\4 Sx a 3.9906 IN\3 FLA. PE J.70592 as complying with die Florida Aa I = CN. 538 Building Code Acceptance No 1 Sx 2.6455 IN\3 5`0`312.t2 p �. pirationDate �1 ! _ i �. Unclipped x Mullion � Dade Producx,Cottt�ol drawing no. -_ - - (6063--T6) Y ' 20 W08-95 see 7. 0 I DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ALUMINUM BUCK FRAMING DETAILS y�V ANCHOR TYPES ANCHOR TYPEANCHOR TYPES ANCHOR TYPE ANCHOR TYPES ANCHOR TYPE I1� ori 'WINDOW DIMS. 'A', 'B', 'AA', 'BB' 'BBB' WINDOW DIMS. 'A', 'B', 'AA', 'BB' 'BBB' WINDOW DIMS. 'A', 'B', 'AA', 'BB' 'BBB' �Y DIM. 1 DIM. 2 AT 16' O.C. AT 8" O.C. AT 16" 04 DIM. 1 DIM. 2 AT 16" D.C. AT 8" O.C, AT 16" D.C. DIM. 1 DIM. 2 AT 16" O.C. AT 8' O.C.AT I6" O.C. Z Insulated laminated J 30" 150.0 150.0 150.0 30' 150.0 150.0 119.8 30' 146.7 150.0 94.7 glass cond(tlon X14 SMS �p 38' 150.0 150.0 139.7 36' 150.0 150.0 104.8 36` 126.3 150.0 81.5 shown dotted. AT 6" FROM ENDS Q I AND 24" O.C. MAX. a 42" 150.0 150.0 133.1 42" 146.5 150.0 94.8 42' 112.0 150.0 72.3 0 48' 150,0 150.0 131.0 Q. 135.3 150.0 87.3 48' 101.5 150.0 65.5 51' 150.0 150.0 116.4 51" 131.0 150.0 84.5 51' 97.3 150.0 62.8 i IL � �t 57" 48' 150.0 150.0 95.3 57' 78" 124.3 150.0 80.2 57' 108" 90.3 150.0 58.3 (n II fi �LLt [al 60" 150.0 150.0 87.3 60 121.8 150.0 78.6 60" 87.4 150.0 56.4 a h 63' 150.0 150.0 100.8 63" 119.7 150.0 77.3 63" 84.9 150.0 54.8 v A `i 66" 150.0 150.0 93.6 66" 118.1 150.0 76.2 66" 82.7 150.0 53.4 N Q a 42 g 69 150.0 150.0 87.3 69 116.0 150.0 75.4 69" 80.7 149.9 52.1 \ � 72" 150.0 150.0 81.9 72" 116.0 150.0 74.9 72' 78.9 146.6 50.9 13ackbed - a 0'N - 30" 150.0 150.0 129.0 30' 150.0 150.0 109.4 3D' 150.0 150.0 101.6 sealant 0)u 4 O 36" 150.0 150.0 116.4 36" 147.6 150.0 95.3 36' 135.3 150.0 87.3 ° • " 42" 150.0 150.0 108.9 42' 132.6 150.0 85.6 42' 119.7 150.0 77.3 CONCRETE = 3000 d' a°. a = I ^• ' Q. 150.0 150.0 104,8 1924 48' 121.8 150.0 78.8 48' 108.3 150.0 69.9 BLOCK °' ANCHOR TYPE 'AA', 'BB' OR '886' . • 51' 150.0 150.0 103.8 51' 117.8 150.0 75.9 51* 103.6 150.0 66.9 AT 8" FROM ENDS •••• •• • ••••:• 57" 54' 150.0 150.0 93.2 57' 84' 110.9 150.0 71.6 57' 114" 96.0 150.0 61.9 1/2" MIN. SEE CHART FOR SPACING • • •• 60` 150.0 1 150.0 84.7 60' 108.3 150.0 59.9 60" 92.8 150.0 59.9 EDGE DIST. ,..; • • `° • • 83' 150.0 150.0 97.0 63' 106.1 150.0 68.4 63" 90.0 150.0 58.1 •••. .• •••••• 66" 150.0 150.0 89.6 66" 104.2 150.0 67.3 66" 87.5 150.0 56.5jP 14 SMS ••• N ••, •'•••• 69' 150.0 150.0 83.2 69" 102.7 150.0 66.3 69" 85.3 149.2 55.0 AT 6' FROM ENDS ••;• ;`� ,•• •'•••• •• 72 150.0 150.0 77.8 72 10115 150.0 65.5 72' 83.3 145.7 53.7 AND 24' O.C. MAX. p Q • •••••• 30" 150.0 . 150.0 111.8 30' 150.0 150.0 100.6 30. 0 150.0 95.8 ! - :••: •Z o • •• 36" 150.0 150.0 99.8 36' 135.3 150.0 87.3 36" 127.4 150.0I • •••• •••••• • 42" 142.8 150.0 92.1 42' 121.0 150.0 78.1 42" 112.5 150.0 72.8 N •••• w (/� M i•••• 48' 135.3 150.0 87.3 48" 110.7 150.0 71.5 Q. 101.5 65.5 3N ;j 51" 1 132.9 150.0 85.8 51" 106.6 150.0 68.8 51" 97.0 50.0 62.6 \ O 57' 60" 130.2 150.0 84.1 57" 90' 100.1 150.0 64.6 57" 120" 150.0 57.9 IA a Z Z 6D" 129.9 150.0 63.8 60' 97.4 150.0 62.9 60" 6.6 150.0 55.9 v=i �_ 0= 63" 129.9 150.0 95.3 63" 95.2 150.0 61.4 63" 83.9 150.0_ 54.1 60 g 66' 129.9 150.0 87.3 66' 93.2 1 150.0 60.2 66" 81.5 150.0 52.6 U '- 69' 129.9 150.0 80.6 69" 91.6 1 150.0 59.1 79.3 148.6 51.2 72' 129.9 150.0 74.9 72" 90.2 1 150.0 58.2 72' 77.3 145.0 49.9 WOOD BUCK 30" 150.0 150.0 123.3 30' 150.0 150.0 1INTERPOLATION FROM THESE CHARTS IS ALLOWED WOOD STRUCTURES 36" 150.0 150.0 109.2 36' 145.7 150.0 4.1 W Vl VI � N 42" 150.0 150.0 99.8 42' 129.9 15 83.8 y m 48" 145.0 150.0 93.6 Q. 118.4 0.0 76.4 1" MIN. ANCHOR TYPE 'A' OR '6' °r 9 _ W F LW 51" 141.5 150.0 91.3 51' 11 150.0 73.5 VAT 6" FROM ENDS 57' 66" 136.8 150.0 86.3 57' 96" .4 150.0 68.6 SEE CHART FOR SPACING H a 60" 135.3 150.0 87.3 60" 103.3 150.0_ 66.7 63" 134.5 150.0 86.8 63" 100.7 150.0 65.0 TYPICAL INSTALLATION QEJAIL 66" 134.2 150.0 86.6 95.4 150.0 63.5 ON ALL FOUR SIDES 69' 134.2 150.0 79.4 9" 96.4 150.0 62.2 0 r poFy � "ao 72' 134.2 150.0 73 72' 94.7 150.0 61.1 8 a o i3 N O Q dp U O W 30" 150.0 150.0 .3 30' 150.0 150.0 101.2 4.253 .845 C j 38' 150.0 150 97.0 36' 135.3 150.0 87.3 42' 136.5 .0 88.1 42' 120.3 150.0 77.6 1.270 .625 -.908- 065 48" 126. 150.0 81.9 48' 109.3 150.0 70.5065 - Engr. JACM AHMAD PRADUCT REVISED 51" 3 150.0 79.5 51' 104.9 150.0 67.7 FLA. PE / 70592 B complying with the Florida N ' T_ �T 1.125 CAN. 3538 Building Code 57' 72' 117.9 150.0 76.1 57' 102' 97.7 150.0 63.0 .500 562 Acceptance No 1FJ"OS«•I Y 60" 116.0 150.0 74.9 60' 94.7 150.0 61.1 .125 - i -. EX 'ration Date 1� $ g � 41 63" 114.6 150.0 73.9 63" 92.1 150.0 59.5 �.9031 MAY 1r� ay iS 113.6 150.0 73.3 66' 89.9 150.0 58.0 Mian'Dade Product Con1s drawing no. 69" 113.0 150.0 72.9 69' 87.9 150.0 1 5s.7 ALUMINUM BUCK OPTIONAL COVER W08-95 72' 112.8 150.0 72.8 72' .J 86.1 150.0 55.6 _ _ _ T 6063-T6 _ - _ 6063-T6 - _ - - sheet 8 of-9:D - - %MtnU +.090 / I Z R J .090 Lj Q io 0 m h V Q ei 0 Range Frame /" 0& aa 1 °.00 4-090 Q lie a ry --.a9a O • ! • U 171 Corner Isometrics of Flange Frame +•• oil Equal Leg Frame • ij OC+ • � • • ..: i O t5...� •.�••• • f � 2.570 • �.• I .255 + • cn :....: -—y- • oez �, 0 p 3 r7 a, _ m / Z 2ii / 110 3 0 0 Glass Stop ® Standard Cover Q r[25�Ln /' N Uo� - fA N_ UI U N 0 H W N U, Bili of Moterials o $ Item Part No. or Name Qty. Description Material Manufacturer / Supplier Remarks CGI-700 Voris* Mein Frome (Flange) Aluminum Custom Extruded for CGI Continuous on 4 sides p Corner Isometrics of Equal Leg Frame N $ o g O2 COI-703 Varies Main Frame (Equal Leg) Aluminum Custom Extruded for CGI Continuous on 4 sides m o w �3 CGI-701 Varies Gloss Stop Aluminum Custom Extruded for CGI Continuous on 4 sides 6063-T6 Aluminum 4 CGI-702 Yariea Standard Cover Custom Extruded for CGI Continuous on 4 sides _ __ _ -.. � _ _ _ _ _ .. 6083-T5 - _ -_ _ _ _ � _ Fsgr..JAVAD AHMAD - - - - PRODUCT REVISED OS Glass Stop Screw Varies #10 x 3/4' Hex Hd Solt Drilling Steel Varies at 6' from ends and 12' on center FLA ESL $12 us complying with ft Florida a I C.A.N. Building C)de )Q�1G GE-1200 or GE-2000 or ` s © Varies Varies DOW-995 General Electric or Dow Coming Structural Silicons Acceptance No r-7 ration Dete 19 O CGI-382V Varies Gloss Stop Bulb Vinyl Custom Extruded Lai OAY t3yFrame Screw B #12 x 1 1/4" Hex Hd SMS S/S Varies 2 per comer 15 Misr • adeproduet drawing n0. W08-95 © - 2 Setting Block Epdm Vortes Durometer 65t5 Shore A _ sheet-9-of 9 -