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WS-15-1150 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-234748 Permit Number: WS-5-15-1150 Scheduled Inspection Date: July 02, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: J,AMY Work Classification: Window/Door Replacement Job Address:800 NE 95 Street Miami Shores, FL Phone Number Parcel Number 1132060410010 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Phone: (305)264-0446 Building Department Comments REPLACING 14 WINDOWS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed iff— Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 01,2015 For Inspections please call: (305)762-4949 Page 19 of 47 ORES ■ FGf IL�#?e,'3Ni['lRt tShul,w Miami Shores Village $L 10050 N.E.2nd Avenue NEPe" M" , is 'Clas�,rPlca#� t,' �riclOW/Door Replacem Miami Shores,FL 33138 0000 ? Ttllt t8ttt5. IPROVE . yew^^5�0 Phone: (305)795-2204 f�oR�pP Expiration: 11/1 /2015 Project Address Parcel Number Applicant 800 NE 95 Street 1132060410010 AMY Miami Shores, FL Block: Lot: Owner Information AddressPhone Cell AMYJ 800 NE 95 ST MIAMI SHORES FL 33138-2515 Contractor(s) Phone Cell Phone ._..... ._, ..._.. ._,_.. ._.,,..__.�. AMERICAN STORM PROTECTION 305 264-0446 Valuation: $ 23,025.00 ( ) (305)513-0514 Total Sq Feet: 00 Type of Work:REPLACING 14 WINDOWS WITH IMPACT Available Inspections: No of Openings: 14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $14.40 Invoice# WS-5-15-55569 DBPR Fee $3.60 DCA Fee $3.60 05/15/2015 Check#:5196 $50.00 $ 244.60 Education Surcharge $4.80 05/20/2015 Check#:5191 $244.60 $0.00 Permit Fee $240.00 Scanning Fee $9.00 Technology Fee $19.20 Total: $294.60 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-n med contracto to�ork stated. May 20, 2015 Authorized Signature:Owner / Applicant / C ractor / Agent Date Building Department Copy May 20, 2015 1 i I? Miami Shores Village Building Department MAY 152015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Tel: (305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2000 BUILDING Master Permit No.a) /_1r- PERMIT APPLICATION Sub Permit No. dBUILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL 0PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP '200 7 . / p CONTRACTOR DRAWINGS JOB ADDRESS: 250 d N / 5 ST City: Miami Shores County: Miami Dade Zip: 331 3 t3 Folio/Parcel#: I [-_5206, 04l• 00/0 Is the Building Historically Designated:Yes NO ✓ Occupancy Type: Load: Construction Type: /+ �/ Flood Zone: BFE: FFE: c� OWNER: Name(Fee Simple Titleholder):��. MC`kl(AA/ �Z� Phonel( S 7 ��a Z Address: 500 A)r=. 55' ST City: L44-,41 �544aQ cl State: A61 Zip: .33 13 O Tenant/Lessee Name: Phone#: Email: //�I __ ll � %�� // CONTRACTOR:Company Name: A),oF_�2(C V .566 'I P""A44 c Phone#: OS 1 -6617` Address: 1020t N W 7 / I E City: f State: i—[, Zip: 33 Z 7 Z� Qualifier Name .._. Phone#: `0 State Certification or Registration#: C� �671.3 7`7` Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ a3,D Square/Linear Footage of Work: Type of Work: ❑ Addition ED'Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: t "c�C�14C-< <q IN, "' iWOOw t Specify color of color thru tile: Submittal Fee$ o Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (QPNICArIn7/7d/7M A% Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignatureJnt6Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this j day of 120 15 by day of (LM 020 1 5 by C C 1 (a ll ,who is personally known to ih 6V\ 90 011LIV e Z ,who is personally known to me or who has produced p(IV er Lr Leel 3 Q 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: Sign: Sign: oumulp Print: 1.1GU 6yto L0fQ!I to Print: F✓IG(I(,( Ua��L.�Yt� Lo22-nZ0 Seal �otPaYBc MARIA NAVARRO LORENZO Seal "R:QDa<<, MARIA NAVARRO LORENZO * * MY COMMISSION#EE 180150 �\ , MY COMMISSION#•EE 180150 EXPIRES:March 27,2018 EXPIRES:March 27,2015 TCOF Fl0`� FOc FLOR ############################################################################################################ APPROVED BY /✓ Plans Examiner Zoning Structural Review Clerk raA„��A�+m/�a/gym ai MAIC 15 2015 � Amy McClellan O x o BY: — 800 NE 95th Street Miami Shores, FL 33138 � TM-HR _1H� x 14-0107.08 N 52-'/x 50- 12 Egress 11 10 O r x o x o x o : TM-SGD TM-HR FL15726.1 TM - SH TM-SGD 14-0107.03 AdO 95-1/4 x 79-3/4 ; 12-0213.05 FL15726.1 52-%x 37-% 18-3/4x 50-'/4 119-3/4 x 79-3/4 privacy : 131XIO x PERMIT #: T Slide Picture Slide : Miami Sthcres Villaq. e 144-1/21/4 1401®x.08 APPRONFED 8Y DATE • • 109;5Q-'/4 •• ---__ • Bbdrobm: ZONING DEPT Bedroom •••••• ----'-- 0 0 BLDG DEPT • - ------- - --s---F---------------� • ••• ••• •• •• SUBJECT 1 O CCM"NCE WITH ALL FEDERAL • �A x a ' Be&d= Bedroom ••'• : : STATE ANO CCUtii Y rIULZS AND REGULATIONS : TM-HR i..•.: TM-HF? ••' •""• : : ; 14-0107.0 • ...... ; ; : 73-�x 50-' -01070 Front Door ' "'YM-2-CM TM-2-CM TM-2-CM TM-2-CM TM-2-CM FL16132.1 FL16132.1 FL16132.1 FL16132.1 FL16132.1 1 x4@63"mull:l2-0221.09 1 x4@76"mull:12-0221.09 1 x4@76"mull:12-0221.09 1 x4@63"mull:12-0221.09 1 x4@63"mull:12-0221.09 52-1/2 x 62-1/2 73-1/2 x 76 73-3/4 x 76 52-1/2x 62-1/2 O O 52-1/2 x 62-1/2 O O O Egress Egress Egress WIND LOADi.•T'k. 13 .6•91h bOMPONENTS AND CLADDING CLIENT: ASP kndoth bAd: Doors• ADDRESS: 800 NE 95 Street PROJECT: JrIYWcgleian; , •; Miami Shores, FL 33138 • • a 0 0 0City State ZIP EXPOSURE " D " WIND VELOCITY = 175 MPH ROOF SLOPE > 10 0 Roof Elev. •1 ibu Aoa25c:F4 ;. •. Roof Elev. Tributary Area(Sq.Ft) (ft) 10 15 20 ;2 34 •3 45 50 (ft) 10 T47.346.4 25 30 35 40 45 50 15 + 48.6 47.3 46. 45. 45.1 44.6 44.2 43.8 43.5 15 + 48.6 45.7 45.1 44.6 44.2 43.8 43.S 52.7 51.4 50.S 49.8 49.2 48.8 48.3 48.0 47.6 - 65.1 59.3 58.1 57.2 56.3 55.6 54.9 17 + 49.5 48.2 47.3 46.6 46.0 45.5 4S.1 44.7 44.4 + 49.5 48.2 47.3 46.6 46.0 45.5 45.1 44.7 44.4 17 --- --__..-_-._..._ _.___ _ _ 53.7 52.4 51.5 50.8 50.2 49.7 49.3 48.9 48.6 66.3 63.7 61.9 60.4 59.3 58.3 57.4 56.6 56.0 20 + 51.0 49.6 48.7 47.9 47.3 46.8 46.4 46.0 45.6 0 20 + 51.0 49.6 48.7 47.9 47.3 46.8 46.4 46.0 45.6 A 55.3 53.9 53.0 52.2 S1.6 51.1 50.7 50.3 49.9 A - 68.2 65.5 63.6 62.2 61.0 59.9 59.0 58.3 57.6 C + 51.9 50.5 49.6 48.8 48.2 47.7 47.2 46.8 46.5 w 22 + 51.9 50.5 49.6 48.8 45.2 47.7 47.2 46.8 46.5 O 22 _ 56.3 54.9 54.0 53.2 52.6 52.1 51.6 51.2 50.9 O 69.5 66.8 64.8 63.3 62.1 61.0 60.1 59.3 58.6 O 25 + _53.3 51.4 50.9 50.1 49.5 49.0 48.5 48.I 47.7 vN- + 53.3 51.9 50.9 50.1 49.5 49.0 48.5 48.1 47.7 57.8 56.4 55.4 54.7 54.0 53.5 53.0 52.6 52.3 25 - 71.4 68.6 66.6 65.0 63.8 62.7 61.8 61.0 60.2 28 + 54.3 52.8 51.8 51.0 50.4 49.8 49.4 49.0 48.6 + 54.3 52.8 51.8 51.0 50.4 49.8 49.4 49.0 48.6 58.9 57.4 56.4 55.6 55.0 S4.4 54.0 53.6 53.2 H 28 CL 72.7 69.8 67.8 66.2 64.9 63.8 62.9 62.0 61.3 a 30 + 54.7 53.3 52.3 51.5 50.8 50.3 49.8 49.4 49.0 N 30 + 54.7 53.3 52.3 51.5 50.8 50.3 49.8 49.4 49.0 59.4 57.9 56.9 56.1 55.5 54.9 54.4 54.0 53.6 L 73.3 70.4 68.3 66.8 65.5 64.4 63.4 62.6 61.8 35 + 56.1 54.7 53.6 52.8 52.1 51.6 51.1 50.7 50.3 H 35 + 56.1 54.7 53.6 52.8 52.1 51.6 51.1 50.7 50.3 i 60.9 59.4 58.4 57.6 56.9 56.3 55.8 55.4 55.0 i - 75.2 72.2 70.1 68.5 67.2 66.0 65.1 64.2 63.4 a + 37.6 56.0 55.0 54.1 53.5 52.9 52.4 51.9 51.5 n. + 37.6 56.0 55.0 54.1 53.5 52.9 52.4 51.9 51.5 et 40 -.. ---_ ____ _-_____. -- _ d - 62.4 60.9 59.8 59.0 58.3 57.8 57.3 56.8 56.4 77.1 74.0 71.9 70.2 68.9 67.7 66.7 65.8 65.0 C 45 + 59.0 57.4 56.3 55.5 54.8 54.2 53.7 53.2 52.8 0 45 + 59.0 57.4 56.3 55.5 54.8 54.2 53.7 53.2 52.8 O N 64.0 62.4 61.3 60.5 59.8 59.2 58.7 58.2 57.8 - 79.0 75.9 73.7 71.9 70.5 69.4 68.3 67.4 66.6 50 + 59.9 58.3 57.2 56.4 55.6 55.0 54.5 54.1 53.7 50 + 59.9 58.3 57.2 56.4 55.6 55.0 54.5 54.1 53.7 - 65.0 63.4 62.3 61.4 60.7 60.1 59.6 59.1 58.7 80.2 77.1 74.8 73.1 71.7 70.5 69.4 68.5 67.7 55 + 60.9 59.3 58.1 57.2 56.5 55.9 S5.4 54.9 54.5 55 + 60.9 59.3 58.1 57.2 56.5 55.9 55.4 54.9 54.5 66�6T 0 644 63.3 62.4 61.7 61.1 60.5 60.1 S9.7 - 81.5 78.3 76.0 74.3 72.8 71.6 70.5 69.6 68.8 60 - 59.0 58.1 57.4 56.8 56.2 55.8 55.3 60 + 61.8 60.2 59.0 58.1 57.4 56.8 56.2 55.8 55.3 64.3 63.4 62.6 62.0 51.5 61.0 60.6 82.8 79.5 77.2 75.4 73.971.6 70.7 69.8 GENERAL NOTES FIGURE 1 1. TABLES VALID ONLY FOR BUILDINGS OF D=10% OF LEAST HORIZONTAL DIMENSION MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS 2. ROOF ELEVATION "H", IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 4 1= BY USING FIGURE 1 AS REFERENCE. ZONE 5=3 3, IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN J t; Dpi (; ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D1 SHOWN BUILDING HEIGHT IN END ZONE. 0 of 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOO CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND FBC 2010 STANDARDS Cote:10-02-73 °p SJ� tdate SIONS: AL-FAROOQ CORPORATION drown by.M.F. description P ENGINEERS&PRODUCT DEVELOPMENT checked Dy:H.M. 1235 SW 87 AVE TEL (305)264-8100 DWG N0. t MIAMI,FL 33174 FAX.(305)2626978 JAVAD AHMAD SHEET 1 OF 1 FLA P.E. / 70592: E8 CAN. 3538 8/442014 Florida Building Code Online s BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business Product Approval �} Professional (40 USER:Public User U Product Approval Menu>Product or Anoli atio_� n Search>9aph a tion 1 ist>Application Detail MAY 1 2015 FL# FL16132 Application Type New BY: Code Version , 2010 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 ONE smetzger@tmwindow.com Authorized Signature Frank Bennardo tjiTy frank@engexp.com Technical Representative Address/Phone/Email COPY Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IEvaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E. Lorinos, PE Validation Checklist- Hardcopy Received Certificate of Independence FL16132 RO COI Financial.odf Referenced Standard and Year(of Standard) StiwmdaW Year •• ••• • • TAS 301• •• 1994 • •: :AS 102: : 1994 •• •i :TAS 2N •• 1994 •• ••• •• • • • •• Equivalence of Product Standards Certified By • ••• • ••• ••• • • • • • • • • • •• • • •• • • •• • • Sections from the Code ••• . •�• � �•� • ••• • • • • ••• • • • • • • • • • • • • • • hnP�//floridabuildin -or / r/ r_aPP_dd.as x? aram=wGEVX wtD vYf4n A•X•hl•Ow•6X4o•Bzkn•s•4 M•d•n neecburdl6uhMY7mcw%3d%3d 1/2 8/4/2014 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/21/2012 Date Validated 12/21/2012 Date Pending FBC Approval 12/26/2012 Summa of Products FL# j Model,Number or Name Description i C 16132.1 ;Series 525 Casement Window Aluminum Casement Window Large and Small Missile Impact a Limits of Use Installation Instructions Approved for use in HVHZ.Yes FL16132 RO II Dwa.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo P.E. PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-75 'Evaluation Reports Other: FL16132 RO AE Eval.Ddf Created by Independent Third Party:Yes N.r.,.;l.. Contact Us:: 1440 North Monroe Street-Tallahassee F1 12M Phone:850-487-1824 The State of Florida is an AA/EEO employer.CapXnaht 2007-2013 State of Florida. :; Privary Statement::Access h ty Statement::Refnnd Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. -Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick bent. Product Approval Accepts: Cl ® eCtxck ,Ccuf-6 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • as: • as: • as: • 000 • • • • 000 • • • • • • • • • • • • • •• •• • • • •• •• •htt �//floridabuildin �or / r/ r—aPP—dt.aspxParam=wGEVX wtD9vf4ngAh]0w6X4*oBzkns4 Mdnneecburdl6uhMY7mcw%3d%3d 2/2 '� �' ��y�---• � -��-� A FRANK L. BENNARDO P.E. INC. INNOVATION <fi- Product Evaluation Report December 21, 2012 Application Number: FL# 16132.1 FLB Project Number: 12-TMW-07 Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Product Name& Description: Series 525 Casement Window Large & Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 9N- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing#12-TMW-07 titled "Series 525 Casement Window", sheets 1-8, prepared by Engineering Express, signed &sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report#1213.01-12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 &203 test standards per test report(s)#1213.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS , r` '�"�ryrrii°o�►/��` �NNq Structural engineering calculations have been prepared which , evaluate the product based on comparative and/or rational Rail, g l�Q'��e�h V�idjr analysis to qualify the following design criteria: :1' es, throe 1. Anchor Spacing - '< 2. Maximum Allowable Sizg/,ftpjure � `CC • • • • • ---------- Combinations ; Combinations J 3. Glass Capacity •• • ••• 4. Anchor Capacity ••• •• •• ••• *Fra lbn arq # PEI} .A- 5th•' No 33% increase in allowable stress has Been used in;Uj 4 design of each product. ��e�ei�►►��'�' .. . . .. . . .. . . The following are approved for use ir3 ttie I M- �$peifled irq*'i;�;rresponding NOAs: ... . . . . 000 • • 160 SW 12T" AvINUI #f 1;00*1:EE&FIE�D.QjACH, FL 33442 PHONE: 954•-45V.(fJ6%6F4$; 1'5410354-0443 WWW.ENGEXP.COM ENGINEERING EXRRESS December 21, 2012 TM Window, LLC. —Series 525 Casement Window(LMI& SMI) Page 2 of 2 • DuPont Saflex Interlayer(NOA# 11-1102.11) • DuPont PVB Interlayer(NOA#11-1118.03) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s)on its respective Product Evaluation Document(i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone(HVHZ). . . . . . . . . . . .. . . .. . . .. . . ... . ... . ... . 160 SW 12T" Avb&Nus #1.06 DEGfif.IELD BEACH, FL 33442 PHONE: 954-t54-0(�6a.:FA2: 354-.`354-0443 . WW*4W.F.*N&4P.CO4.*.: 000 . 0 0 ... 0 0 41r`/Y fR .4ENNARDO,P.E. TM WINDOW & DOOR ■ ■ 'A. No.* SERIES 525 ALUMINUM CASEMENT WINDOW ';ate'• �TA�OF r r ... . LARGE AND SMALL MISSILE IMPACT RESISTANT ,FcPS�. TM �NALENF WINDOWS Zw zLLEa ZQ z cmw� y uj 9 3 V) lu GENERAL NOTES. 0o 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201 J 202/203&ASTM E1300-09 STANDARDS. () 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND •••• LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3, POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SMALL BE• ••• ••••• DETERMINED BY OTHERS ON A 308-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODIN SITE6PE91FIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE AID FLONIDA • • BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE • • OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN TF tr AftATMNS •• • STATED HEREIN. • Q a! 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A%Pkelf e ATE. • � sem�""vv��• `� FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINE QQff�� m • REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION�I�H"TA'?• �••• �_ • z DOCUMENT. 000* • 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND Q i SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFMRdk &*Tp THE • • Vj EXISTING STRUCTURE. • • • • 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHEF%gDR NN•ER •• • g U SEPARATE CERTIFICATION. .'J € 7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE, •••••• • Z N 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS:iALL EE S:ALED • 1 -1 •••• WITH SILICONE. •••• 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL)UITH A • MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. • 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA"IUDIV • • :•••• CODE. • • F 11. E.I.DUPONT DE NEMOURS&CO.,INC.-BUTACITE PVB INTERLAYER N.O.A.#11-1118.03 e 12. SOLUTIA,INC.-SAFLEX PVB INTERLAYER N.O.A.#11-1102.11 •• �N ea 13, APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY a RESTRICTIONS pi AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 0 y oil I 12-TM W-07 eDl4CMPTIONI 03 COVER SHEET ------------- FL #16132.1 s ,••„I1111� 1. Y 8 1/4"MAX. 8 1/4 MAX. FOR ANCHORS FOR ANCHORS Q TYPE"B" ' TYPE"B" 2• b 16 1/2"MAX. 6"MAX FROM 1' 16 1/2"MAX. 6"MAX FROM ' -z FOR ANCHORS ANY JOINT OR = FOR ANCHORS ANY JOINT OR pQ'. S 7tof • _ fr TYPE"A","C",'D" CORNER(TYP.) S 6"MAX FROM TYPE"A',"C","D' CORNER(TYP) :�T'• �i NT OR F•'( eN —1 1CORNER(TYP.) .�ANY)OI 6"MAX FROM / O ANY JOINT OR \' p."._.- ��/ EN ' CORNER(TYP.) ` I lllll If 11111111 * f LL SURFACE APPLIED i' '. SURFACE APPLIED -- / i I W W FALSE MUNTINS ` J ' " - _ i;.l I. I i W W Z a / FALSE MUNTINS- 1 I < L OPTIONAL OPTIONAL x Q >U8 111 LU APPROVAIE L F \OR \III 1 W ~W D ru _____ __-._____ O 0, s O. 0.' _�__ ____ SII ALUMINUM 1.1 � N 3 J m o 10 m= _____ 1: MULLION r.. b W , #40 � ',I �I �,.� -- ,r \ �� ;' • g ••• � 0000• �. I �• • ! � _ . • S �-• ....................... 04 0000 x 00• ` CONTIGUOUS I FDOWS ••••••• • tS--D.L.O.-� AL ALLOWED -FRAME WIDTH - APPROVED • ALUMINUM MULLION• • ••• z TYPICAL ELEVATION IS USED 0000 Q ; D.L.D.WIDT„=WINDOW WIDTH 4 WTYPICAL ELEVATION_- MULTIPLE WINDOW INSTAttATION $ D.L.O.LENGTH-WINDOW LENGTH-4 •• •• ! •• 6 • 4 D.L.O.WIDTH=WINDOW WIDTH-4)¢' q glull D.L.O.LENGTH=WINDOW LENGTH-4'/q' ••• • i • Z • • 0000• L •000• WWPoOIff- EER 8 12-TMW-07 •CALM NTS=03 PA••oQ� COVER SHEET FL #16132.1 s - ubrggr,r • *DO,PEEXISTING HOST STRUCTURE METAL STRUCTURES(STEEL OR 4DIS ALUM,1/8"MIN.THICK) SEE MULLION APPROVALS FOR STEEL: /8 36 KSI MIN, ANCHORS PER ANCHOR MULLION TYPE AND SIZE. 2BY WOOD BUCIE• ALUMINUM:6063-TS MIN. SCHEDULE.SEE TYPICAL DGE IST— m ELEVATION FOR SPACING _ F ED\E DIST--- 0: STA w EDGE DIST �Q - lx OR 2x WOOD BUCK(OPTIONAL). _ '•.S'/� '\ `, _ t NOT BY T.M, y '.," "ViQ1/4"MAX SHIM 1/4MAX SHIM 1/4"MAX SHIM4"MAX SHIM p"r. �?� 0 - --- 6 ANCHORS PER w - ANCHOR SCHEDULE. Z ;U X xi 5 SEE TYPICAL W ANCHORS PER QQ ELEVATION ON ANCHORS PER EI ANCHOR SCHEDULE. ANCHOR SCHEDULE. t m Q IZ 21 SHEET 2/8 FOR SEE TYPICAL SEE TYPICAL `a$ _ SPACING ELEVATION ON ELEVATION ON SHEET W w SHEET 2/8 FOR 2/8 FOR SPACING 3 ri^ 2 1 1 1 1 SPACING (A C p W 10.0€ a 3 7 a 8 13 V 000010J • • 0900 ••••• I TYPICAL ANCHORS: SEE ELEV,ON PAGE 2/8&ANCHOR• • • �J! WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. - - - CHARTS FOR SPACING&QUANTITY • 9 c� ••••• •• ��JJ • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND • ��gCCC x O TRANSFER THEM TO THE BUILDING STRUCTURE. TYPE'A'-1/4"DIA.ULTRACON SY'ELCO'(Fu=177 KSI, 00000 • y++ �3 S, IIt7=�-Kf• ° Fy=155 KSI) 0000 • a w THRU 1BY INTO CONCRETE(2846 PSI MIN)OR GROUT • ••••gin f ? FILLED BLOCK(ASTM C90) •••• • Q'^ ,+ 1-3/4"MIN,EMBED INTO CONCRETE OR GROUT FILLED •••••' • • £^ �• BLOCK.__ ____ 4444_ • • • $p" F 8 13 TYPE B 1 4"DIA.ULTRACON SY'ELCO'(Fu=177 KSI, •• 6 1g33• €m Fy=155 KSI) •••••• • Z L{ • • • �1% c3 7 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • • • ••••• 2 3 1 1-1/2"MIN.PENETRATION INTO WOOD : ••• •••• C • TYPE'C'-1/4-20 DIA.SHEET METAL SCREW(GRADE 5 •• • • • M-' • 11 • • i 19 MIN)(Fu=120 KSI,Fy=90 KSI) •4 �E 21 INTO METAL STRUCTURES(5 PINCHES PASS THE a R THREAD PLANE MIN.)STEEL:'/S"THK.MIN. 5 SEAL SCREW HEADS (Fy=36 KSI MIN) � a 6 -- -WITH SEALANT(TYP.) ALUMINUM:1/8"THK.MIN.(6063-TS MIN) 1/4"MAX SHIM (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) lx OR 2x WOOD BUCK (OPTIONAL).NOT BY T.M. TYPE'D'-5/16"DIA.ULTRACON SY'ELCO'(Fu=177 KSI, Fy=155 KSI) ; \ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES E (SYP82 G=0.55 MIN) 1-1/2"MIN,PENETRATION INTO WOOD TYPICAL EDGE DISTANCE EXISTING HOST INTO CONCRETE/GROUT FILLED BLOCK=2-1/2"MIN. 12-TMW-07 STRUCTURE INTO WOOD STRUCTURE=I-MIN.(FOR TYPE"B") wAW NTg 03 INTO WOOD STRUCTURE=I Y2"MIN.(FOR TYPE"D") PA•L UNKfUPTION. INTO METAL STRUCTURE-%-MIN. COVER SHEET 1 TYPICAL SECTI_ON g 6"=1'-0" VERT SECT FL #16132.1 s N� —__—_ ,` ••6[�iG •OIARDO.I'.E. METAL STRUCTURES(STEEL OR *;' Ai ALUM.1/8'MIN.THICK) �Y STEEL:Fy=36 KSI MIN. I 4 ALUMINUM:6063-T5 MIN. ST h 1/4"MAX SHIM �L A 0 20 1BY OR 2BY 1/4"MAX SHIM 1/4"MAX SHIM BUCK OPTIONAL �� !OR'� WOOD BUCK (� INTERIOR (OPTIONAL) �6 IQ 1 r- f1'II �s;ONAL MBED ��q/u.... ��• .I V u, 13 13 W� ANCHORS PERW= W ANCHORS PER ANCHOR ANCHOR SCHEDULE. I 6 - ANCHORS PER ANCHOR r�n n� Q V SCHEDULE,SEE TYPICAL SEE TYPICAL _ SCHEDULE.SEE TYPICAL Z g ELEVATION ON SHEET 2/8 ELEVATION ON SHEET ` ELEVATION ON SHEET 2/8 W S FOR SPACING 2/8 FOR SPACINGI a FOR SPACING W .� Nr �O L 13 S 0 3 L- 01 XISTING HOST W 2 STRUCTURE 1 1 5 -D.L.O. 22 8 1 a ---FRAME WIDTH FRAME WIDTH - EXTERIOR ••• 0900 009 2 TYPICAL SECTION •••• •• b� ;a -0" HORIZ SECT •••••• •• .O • � •••••• �au�' �r� 9 SEE MULLION APPROVALS FOR SCHEDULE "A" SCHEDULE "B" •••• • ��o MULLION TYPE AND SIZE. DESIGN LOAD CAPACITY (ASD METHOD) DESIGN LDAD CAPACITY (ASD METHOD) • • •••• pp FRAME FRAME GLASS TYPE MI GLASS TYPE M2 GLASS TYPE IG FRAME FRAME GLASS TYPE Mi GLASS TYPE M2 GLASS TYPE IG •••• • 7A. a ANCHORS PER ANCHOR HEIGHT WIDTH +) .S.F(-)P 5 F )P. .F ) .S F.+)PS.F( ..F. HEIGHT WIDTH +)P.S.F.(-)P +) .S. O P. +)PST.(-)P.S.F y SCHEDULE.SEE TYPICAL 261/7' 70 75 70 _ 75 70 75 'r 70 75 1 70 1 75 70 75 ••0••0 •• : $Z vl a Z ELEVATION ON SHEET 2/8 26„ 37" -- 70 _75 70 75 70 75 1. 70 75 70 75 70 75 •• •• •• Q R• 17a�7 I ,I ' 36316" 70 75 70 75 70 75 36" 36 70_ 75 70 75 70 75_ FOR SPACING 36' �{y5 t -- 36" 70 75 00 75 70 75 •••••• • N g _. Z 26 112" 70 75 70 75 70 75 • • • f.4 BED OF -1�j `Y r� 37' 70 75 70 75 70 75 24 70 _76 70 75 70 75 • • • • ••• SEALANT I �„ 36' 70 75 70 75 70 75 30 70 75 70 75 70 75 ••••• L - If_a (�� - - -- -- 48' 36° 70 75 70 75 70_ 75 • • • • F --- -_- i' r IL:- 1 281/7' 70 75 70 75 70 75 36" 70 75 70 75 70 75 • • • • ••• 37" 70 75 70 7570 75 - - - •• • • • • 6 • • • 66 70 75 70 75 70 75.._ 24 70 75 70 75 70 75 •• - �l -- 75 _. 30 70 75 70 75 70 75 75M 70 75 7075 60 36 70_ 75 70 75 70 75 70 75 70 75 _36 70 75 70 75 70 75. L-qgy �l I' - 70 75 70 75 7D 75 1 8 3 r[4I�'2__�L �/ 36 - __- 24" 70 75 70 75 70 75 ! � s__I 2 26 112" 70 75 70 _ 75 70 75 � 30 70 75 70 75 70 75 6 4� 22 5 37"- 70 75 70 75 70 75 74 38 70_ 75 70 75 70 75 C 741/4" 36"- 70 --75 70 75 70 75 l_36" 70 75 70 75 70 75 70 75 70 75 24" _70 75 70 75 70 75 37 - 70 76 70 75 70 75 30" 70 75 70 75 -70 75 E 3 OPTIONAL JAMB CONDITION 70 75 7s 76 3a 7D 75 7D 75 70 75 E -. - -.. .__.. , y 3B' TO 75 70 75 70 75 -_ 4 6"=i'-0" HORIZ SECT - -- COPfNONf FNOWEFPNO ENPflEi1 12-TMW-07 •uu. NT$ 103 ►AO!OGCN MON. COVER SHEET a® E; FL #16132.1 s P.E. CJ LTS DUAL ARM OPERATOR 20 MULTIPOINT LOCKING HANDLE 0.750 S g PART* DESCRIPTION — F-1,663 PART# DESCR1PTiON *1• .t d i nlew:u uc��__ OP-106036 LTS DUAL ARM OPERATOR L41 I PO-2301 ITS MULTIPOINT LOCKING HANDLE 3"D T --18.834-------- - ATTACHMENT ANCHORS: F•'��O '' J' A LOCK HANDLE ATTACHED WITH(2)#30-24 x "PFT�� PHILLIPS ZINC,B-POINT,MS SCREW. LOCK BAR ATTACHED WITH(2)#8x�/4°FH PHILLIPS,SS,�•b i1 TEKS SCREW. j LL^W� U LOCKPIN STRIKER ATTACHED WITH#10 x yj"FH, W Z. ,n UNDERCUT PHILLIPS HEAD,B-POINT,SS SCREWS. w=•• • ' � ry 11n LER HAND SHOWN -_.�� ' ffi5 Z r m zfl APPLIED GASKET W "w ; sY AROUND SLOT ;W1 9 0.446 0175 O W x I � w �. 9 ATTACHMENT ANCHORS0.867 FRAME SILL ATTACHED WITH(2)#10x 5/8"PHILLIPS FH, vw•ae w.uca SS,UNDERCUT,SMS,ARM OPERATOR TRACK ATTACHED J WITH(3)#8x 3/4" PHILLIPS FH,SS,SMS SCREWS. ••• PIVOT ARM ATTACHED WITH(3)#8x 3/4"PHILLIPS FH, • SS,SMS SCREWS. • • ••• • •••••.. 00 0000 • •• doQ� O 95•„ 0.000 00 Q{u J • aww{ '�3£ 0000•• • Q1=LR �ag 9 _ 23 L SHAPE STUD BRACKET •••• • u • • 0000 PART# DESCRIPTION OP-10226 L SHAPE STUD BRACKET LH TRACK SET HOLE U 2�••:••: •• : $F L e OP-10227 L SHAPE STUD BRACKET RH $ O OPS-10226 L SHAPE STUD BRACKET SNAP ON LH •••••• • Z °S 3 0.098 _.... - __-_ • • F-1 •1 _y OPS-10227 LSHAPE STUD BRACKET SNAP ON RH _ • • ••• • ••• �4----2.989 � � p ••• •0 4 ••• }-1.094—}-1,094— 'S0 ---- ----- • • • A 14.593" �� k ry O o ATTACHMENT ANCHORS: 21 MAGNUM HINGES 3000 SERIES,OFFSET 4-BAR PROJECTION HINGE INSTALLED AS PER MANUFACTURER SPECIFFtCATIONS. ATTACHMENT ANCHORS: !A 3)#10x 3/8"PHILLIPS PH,SS,SMS ATTACHED TO THE _ TOP OF THE VENT HEAD AND(5)#10 x Y2"PHILLIPS PH, !E SS,SMS SCREWS s! ! S B A B� 0,6001 A g ATTACHMENT ANCHORS: ry FRAME SNUBBER RECEIVER ATTACHED WITH(2)#10x MI/NOIITDpN®tlNODfPN LONG FH,PHILLIPS,UNDERCUT,B-POINT, SMS SCREWS. 12-TMW-07 FRAME SNUBBER DRIVER ATTACHED WITH(2)*10x%" LONG FH,PHILLIPS,UNDERCUT,B-POINT,SMS SCREWS. •ew1.p NTS=03 L ►roe nesaaPnoxl 0.435�- COVEft SHEET 22 #1549-3 SNUBBER FL #16132.1 �® s 'M4 ,IRIjDO,P.E. GLASS TYPES 3/6"H.S.' ,090 SAFLEX OR `* 4 BUTACITE INTERLAYER L 2 ¢¢¢ .090 SAFLEX OR .090 SAFLEX OR B/6"AIR SPACE S BUTACITE INTERLAYER j, BUTACITE INTERLAYER 3/6"H.S. �J• �A V,"TEMP. Oma'. F" 6'ANN. 3.'ia'ANN. 1/4"ANN. '/a"ANN. Qr- s D { z W 1 SETTING BLOCK o rn w SETTIEG BLOCK SETTING BLOCK o lu u. U AT'/.POINTS g AT y,POINTS G AT 3/.POINTS G W2 a 3 olDm 3 ohm 4 oUm Z� Qal�i6 1 Uc LLLLtC1I W$3 7 W .9 d W yW J 3 o uj W NOTE:GLASS COMPLIES WITH ASTM E1300-09 ••• J MATERIAL SCHEDULE - • • ••• • •• • • •4 40 � ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS • • TM 358 CASEMENT FRAME SILL/JAMB/HEADER EXTRUSION 6063-T6 REFER TO DETAIL 19 •••••• •• M �1 • 2 TM-326 CASEMENT WINDOW FRAME 6063-T6 REFER TO DETAIL 19 •••••• • 0 Q .3 TM-327 1/8"GLASS STOP FOR 9/16"GLASS 8083-T6 •••• • Z€y $ 4 TM-326 1/6"GLASS STOP FOR 1"INSULATED GLASS 6063-T6 __. _ •••• • $ 32001 VINYL BULB- 0.175"0 TPE POLYPROPYLENE FOR 1" INS.GLASS ULTRAFAB •••••• • • O$ a y __.. _.-_ -'_.- - --_ - • • • • 9 E) Qezd250 SASH CENTER WEATHER STRIP INSULATED GLASS GLAZING BEAD AMESBURY •• •• •• • �I 7 12298 FRAME WEATHER STRIP 7/16 AND 9/16.GLASS GLAZING BEAD AMESBURY _ •••••• • Z 134G ^B32011 VINYL BULB- 0.270"O TYPE POLYPROPYLENE FOR 7/16"&9/16"GLASS ULTRAFAB • • • ^ _ 9 (2)11 X 1 SMS SCREWS AT EACH FRAME CORNER SAE GR I MIN ACRYLIC SCHNEE-MOREHEAD •••• IO - SEAM SEALER SETTING BLOCK 1"LONG AT 1/4 POINTS HIGH DENSITY RUBBER • • - OPTIONAL SURFACE APPLIED MUNTINS 6063-T6 I3 - RAPID STRENGTH RGS7700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE MOMENTIVE PERFORMANCE MATERIALS I$ 5/16-XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL 1B 17 - PRIMARY SEAL PIs h SECONDARY SEAL _ _ SILICONE § 19 OP-10603G LTS DUAL ARM OPERATOR LH _ RADISSON INDUSTRIES REFER TO DETAIL 19 2 1 PO-2301 LTS MULTIPOINT LOCKING HANDLE RADISSON INDUSTRIES REFER TO DETAIL 20 21 1316 MAGNUM HINGES 3000 SERIES,OFFSET 4-BAR PROJECTION HINGE ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 21 12-TMW-07 2 I 1549-3 SNUBBER _ _ _ ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 22p"a DeT��l 03 COVER SHEET FL #16132.1 � 0 fPANK4. •'6QI P.E. 49 3.010-- "o' �! ON . EXPOSED _ SURFACES ---1.182 - w Q� � EXPOSED EXPOSED L m W o N ri EXPOSED SURFACES SURFACES Z 9 3 1.021 ---1.625 0.130 W SURFACES W -0.575 ; i T1 m ..o� < " 1 I Im .^ • ••• OL • .• 0 --_ _- 0.077 0.391 �� •• •• 40 : o og1{•14 •..• • ri IL 2.675- - Z } d F o •.*..: •• : $xw o o .• •• •. N o • �.••• • Z m 06 •. • • r : ... 32001 Qezd250 • • SASH FLANGE SASH CENTER `� •• r• R -r-- o �A o o , L b a OSASH CORNER KEY(2 PER CORNER) 3 12298 32011 .060 ALUMINUM SHEET FRAME SASH FLANGE caPvxNi1rtN10NffAINO FxppPFlf 12-TMW-07 _ • FRAME CORNER KEY(1 PER PI AGN 0�PPL ONi 03 1 WS-1 010 O CORNER) COVER SHEET NOTE: .060 ALUMINUM SHEET EXTRUSIONS NOT TO SCALE. I r - FL #16132.1 � LI NK RDOG P.E. S ool oRo L EW uuu��, W 'd " ZQ <��OE ZkLg W Wbf W "W_ s ; N� J ti 0 LU uj SEAL € U 0004J ggg • • • • 0004 1e • ••• •• • • • 40 y •••••• •..• g Lu 9 0000 • Z F $$$QQ 0••••0 :0003 0 00:00• •0 • L/b R w SEAM SEAL MAY HAVE TO BE •• •• •• • 333 REAPPLIED IN THE FIELD :99:0: • Z BEFORE INSTALLATION OF • • ••• WINDOW,INSPECT ALL JOINTS •••• TO ENSURE A PROPER SEAL • • • • .0. • ••• •• • • r- • F • •• gg SEAL — — -- — SEAL mr+woirt eise�rs Exi•:es 12-TMW-07 tuu, NTS 103 roe•a�curnox� COVER SHEET FL #16132.1 � � o s MAY CITY t1b2015 MIAMI•DADE BY 111IA14II-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REG CON IC RESOURCES(RER) 11805 SW 26 Street,Roonr 208 BOARD AND CODE ADMINISTRATION DIVISI T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy T.M.Windows LLC 601 NW 12'h Ave. Pompano Beach,FL 33069 SCOPE: This NOA is being issued ander the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building { Code, including the Hili yelocit.01 rrisane Zone. DESCRIPTION: Series"805"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W08-81,titled"Series 805 Alum.Horizontal Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision D dated 11/15/13,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County I Product Control Section. - ,..,..k,..3 ...., ,. ...:,..o.., .. 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 XOA.s4aU be. prpvided to the user by the manufacturer or its distributors and shall be available for in9Rection*,dtltiepob:sile it Elle request of the Building Official. This NOA revises and renews NOA#IA 93;01�02ggdcats'st;ofthis page l 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. 14-0107.08 a MiartlpAo> COUNTY / Ex it ation Date: May 13,2019 p Y Approval Date: February 20,2014 i ... q Page I �� 7. ... T. M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets i through 7 of 7,dated 09/19/08,with revision D dated 11/15/13,prepared by Al-Farooq Corporation, signed and scaled 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 4)Forced Entry Test,per FBC 2411321 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5945,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 09-1110.02) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 j 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL -5457, dated 01/22/08, signed and sealed by Carlos S. Rionda,P.E. (Submitter)under NOA No. 09-0105.02) 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 aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5459,dated 01/17/08, signed and sealed by Michael R. Wenzel,P.E. (Submitter)under NOA No. 09-0105.02) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window(XO),prgyge.4 lay Fengstrptipn fisting Laboratory,Inc., Test Report No. FTL-3995,dated 11/13/03, Ai;q*nad'and seA d by Edmundo Largaespada,P.E. (Submitted underNOS,:Vojj-Bj:&Q1) ; •,•�- • •• 0:6 Manuel Perez, .E. • • • Product Control • m er . . • •• •• NOA No. 14-0107.08 ... . . ... . ... . Expiration Date: May 13,2019 Approval Date: February 20,2014 . . . . . . . . . . . .. .. . . . .. .. . ... . . . ... . . T. M.Windows LLC 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) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3946,dated 11/04/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, revised and updated to FBC-2010 on 02/27/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA#09-1110.02) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas It Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc. for their "Uvekol®S Laminated Glass Interlayer",dated 02/20/14,expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated November 18, 2013, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC-2010,and of no financial interest,dated February 27,212, 4sugd l Y�kl-Varooq Corporation, signed and scaled by Javad Ahmad,P.E. (Submitted under previ4tU XVA#j2ZQ92y.j2,j,• E ' 0:• ... MMIU61 Peres,t.E. ' Product Control Exam ier •' " ' " NOA No. 1 7.08 ••• "' "' Expiration Date: May 13,2019 Approval Date: February 20,2014 . .. .. . . . .. .. ... . . . ... . . T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. STATEMENTS 3. Laboratory compliance letter for Test Report No.FTL-5945,issued by Fenestration Testing Laboratory,Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under NOA#09-1110.02) 4. Laboratory compliance letter for Test Report No. FTL--5457,issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S.Rionda, P.E. (Submitted under NDA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL,-5459,issued by Fenestration Testing Laboratory,Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted raider NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory,Inc.,dated 11/04 - 13/03,both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No 04-0120.01) j G. OTHERS 1. Notice of Acceptance No. 12-0321.02, issued to T. M. Window,LLC, for their Series "805"Aluminum Horizontal Rolling Window-L.M.I., approved on 05/13/14 and expiring on 05/13/14. • •. • ••• • • Manuel Perez;T E. ' Product Coutrol Ei ' er ' NOA No. 14-0107.08 Expiration Date: May 13,2019 Approval Date: February 20,2014 . . • • . . . . . .. .. . . . .. .. ... . . . ... . . ADDL.ANCHOR RINTO 3/16"ANN. CLASS 1 -3/16"HEAT STREN'D GLASS FOR INSTALLATIONS INTO It- .090" Interloyer d .090"Interloyer WOOD STRUCTURES OR ISI --Soflex Clear And Color Glass -DuPont SentryGlas THRU WOOD BUCKS INTO MASONRY By 'Eastman Chemical Co.' By 'E.I. DuPont De Nemours k Co., Inc.' 74" MAX. - ._ - lm WINDOW WIDTH Z i 3/16-ANN. GLASS 3/16"HEAT STREWD GLASS 9 3/8" O -� 6" MAX. SILICONE Z �u SILICONE FALSE MUNTINS 6" HEAD HEAD/SILL g m GE RGS7700 m GE RGS7700 (SURFACE APPLIED ,"SILL CORNERS i ut DOW CORNING 995 i m DOW CORNING 995 MAY BE USEDI{o=. O i. � n u 13 0' rY rc O QQ $ ¢$ 0 0 Ore�yM1� Uf- 7/16' OVERALL GLASS 7/16"OVERALL CLASS = or wx o -- ----,F--- --Il---;: M o '�4� Q<5M 0 SPF A' TYPF, 'B' 3 a o f a _; w e� 1/8"TEMP. GLASS 3 ii 1 _ it ___� - • � •� ••• 3/16" HEAT STREWD GLASS 3/16"ANN. GLASS -1/4"AIR SPACE �• u j n •• • • '�i • II ,� • �•jI •• .120"Interloyer .120" Interlayer --1/B"ANN. GLASS B> i' ly •• • • ;' •� ••• i Uvekol 5 Uvekol S .090" Interloyer • ceCo By 'Cytec Industries, Inc.' By 'Cytec Industries, Inc.' -Saflex Clear And Color Gloss -- - - -- -._ • cD•d • By 'Eastman Chemical Co.' --_---- = I '-- -- • �• • '� r�>♦9 ••� -3/16"HEAT STREWD CLASS -3/16"ANN. GLASS 1/8"ANN. GLASS • • '� m•• �•� U SILICONE o. w SILICONE 32 7/8" 33 I/2" •••• s m w• Lj •• Z SILICONE D.L. OPG. D.L. OPG•••••• �_ o • Q T ••• m GE RGS7700 � m -GE RGS7700 N GE RGS7700 • • N o• O N z DOW CORNING 995 ? rn DOW CORNING 995 z m OOY!CORNING 995 2 m 37 1/z" •• •• • 31' ••• 13 � � ro �( � �13 m 13A VENT WIDTH m n \ TYPICAL ELEVATION ••:•: 3 0 n •• if �o' XO OR OX SIZES • • • j W o 3 • o s o Eco a•� ••• - - MAXIMUNI DESIGN LOAD RATING - PSF 0 0 0 •• • J • / F • --_----� OR SIZES SHOWN ABOVE OR SMALLER —_ E -- • GLASS TYPE'A' GLASS TYPE'B' GLASS TYPE'C' CUSS TYPE'D' GLA55 TYPE'E' 1/2 OVERALL GLASS 1/2 OVERALL GLASS 11/16"OVERALL INSUL. GLASS EXT.(+) INT.(-) EX____T.(+) INT,(-) EXT.(+) INT.(-)_ EXT.(+) INT.(-) EXT.(+) INT.(-) - _ _ _ _- _—__. TYPE 'C' TYPE 'D' TYPE 'E' Bo.o so.o so.o 30.o so.o so.o ss.o ss.o 79.0 7s.o LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, GLAZING OPTIONS FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE SERIES 805 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ALUMINUM HORIZONTAL-ROLLING_IYDIY. AND FLORIDA BUILDING COMMISSION OF DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DECLARATORY STATEMENT DCA05-DEC-219 CHARTS SHOWN ON SHEETS 1 & 2. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY r — -- ----- -------- ` ca m u o ----------- --.---------- - -------- HURRICANE ZONE (HVHZ). THESE WINDS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SHUTTERS ARE NOT REQUIRED. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER _ ° I -- COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER I LOADS TO THE STRUCTURE. Erg,:J�D ARMAD — - - -----------�—� � $ I l /A � - MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML PRODUCTRSVISBD APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA hE/ 70592 as wuplymg with the Florida o C.A.N.3536 Bnihlhc LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 9 Code u Z, B ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Acc +lance No WILL APPLY TO ENTIRE SYSTEM. NOT PART OF THIS APPROVAL. Bxl unlion A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �y t �`q By-ybi•.;ti `✓F�� drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THATQn b nKif MismfUnde Product Control- COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ----— sheet 1 of 7) ADDL.ANCHOR READ. I 3 FOR INSTALLATIONS INTO 1 WOOD STRUCTURES OR AD I..ANCHOR REDD. THRU WOOD BUCKS INTO MASONRY FOR INSTALLATIONS INTO 111" MAX. WOOD STRUCTURES OR WINDOW t0WIDTH 4" THRU WOOD BUCKS INTO MASONRY 111" MAX _ Q Z —_ YIINDOW WIDTH �.' y 6" HEAD\SILL 9 3/B" FALSE AW LIED) 3^ _ MAX,_ _6"MAX. FALSE MUNi1NS 14 7/8" 3" 6" MAX. AT FIX. LIfE -- O (SURFACE APPLIED) HEAD\SILL HEAD/SILL (SURFACE APPLIED) _MAX. HEAD/SILL U MAY BE USED A AT VENT CORNERS MAY BE USED (A� HEAD 3" CORNERS �' �7\/� I � SILL it I r D '0 \o ^/ J /a \o z --- N 3 f •• I 11 J I I B� � II it I� Vol I �� 'I • �� m ,I I ' ' L32 7/8" 33 1/2" 32 7/8" mw 24 5/8" 50"MAX, _ _ 26 jam:• Q� mw z 3 W 4•� • D.L. OPG. D.L. OPG. D.L. OPG. ¢ D.L. OPG. D.L. OPG. D.L. OPG. ¢ •d ••• .- •••• 0 Ln��M • 37 S/8" 37 5/8" 'n 29 1/4- .4:.• 'n •• 3 L •• VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH m ••• Z TYPICAL ELEVATIONS •• •• •• i • XOX SIZES XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FFOR DESIGN LOAD RATING - PSF •••i•: • N O a- ... F •• FOR SIZES SHOWN ABOVE OR SMALLER S SHOWN ABOVE OR SMALLER • • • ••• GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE'C' GLASS TYPE'E' PE'A'— —EXT.(+) INT.(-) EXT.(+) INT.(-) EXi.(+) ' INT_(-),. .EXT.(+) --IN. - INT.(-) EXT.(+) INT.(-) •• • • • ••: 60.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 90.0 130.0 • • i •• z E o" LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, LOADS SHOWN ABOVE ARE FOR WINDOW VENTS . c tl FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS u TO ±80.0 PSF. u v > g 0 p o R d O a C E.,JAVA0 MIMAD PRODUCTREVLSED _� •t CIVIL �;complying With 16o PloTide { i F CPE AN/:157859? Building Code Y' \ Q Accepinncc Nu.tr,4.G! g y. NOTE: lupi nun Dnle fes,' ,�QJ'� o �, GLASS CAPACITIES ON THIS SHEET ARE ,B Hy Ef BASED ON ASTM E1300-09 (3 SEC. GUSTS) 2-12013 Mtan✓�odeProauctCoutrot' Fd Wing o I AND FLORIDA BUILDING COMMISSIONN108 8 I DECLARATORY STATEMENT DCA05-DEC-219 ---)) eet 2 oT � TYPICAL ANCHORS TYPICAL ANCHORS U 78Y SEE ELEV. SEE ELEV. WOOD BUCK FOR SPACING y r� META1 FOR SPACING _ F\ \STRUCTURE _ - a e .4 < m \\( 1 MIAMI AIDE COUNTY APPROVED I I Z `� 3 PH SMS 0 �` '� I �� M1-05" I MULLION & MULLION ANCHORS 1 Q 2 PER CLIP 3 / i 1 I �I I IN 1�SEE SEPARATE NOA ;1 1/8" � �I q MIN. u N 0 77 1Al!26f I I B __ _ �__. _ Q' Q fi 14 11 4"LONG TYPICAL ANCHORS Q.1 n WINO LOAD CLIP TYPICAL ANCHORS SEE ELEV. -SEE ELEV. FOR SPACING FOR SPACING it .I r W'12 � I j WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I I T AND TRANSFER THEM TO THE BUILDING STRUCTURE. i I 1 � SEALANTS: iTYPICAL ANCHORS: SEL ELEV. FOR SPACING ••• ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 3 1/4' DIA ULTRACON BY 'ELCO' (Fu=177 KSI,V-155.A% •• a •0• a SILICONE OR ACRYLIC SEALANT. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES• • • 0 • 0 ,� :� ! 12" MINPENETRATION • 1- / . RATIOINTO WOOD • • rMi v � '�� 19F.EPHOLES: •••••• •• I Oj � ••• J a' - "- - z THRU 1 BY BUCKS INTO CONC. OR MASONRY w r` J� I"� Irk _ _ W1 = 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE ••••••• • d F - i1-1/4" MIN. EMBED INTO CONC. OR MASONRY ¢ •• AT 4-7/8" FROM EACH END AND AT MIDSPAN j •••• • to S • W W2 = 1-1/4" X 1/4" WEEPHOLES 7 DIRECTLY INTO CONC. OR MASONRY • • •••• O N S AT 4--7/8" FROM EACH END AND AT MIDSPAN 1-5/8" MIN. EMBED INTO CONC. OR MASONR10••• • Q j •• `a • 3 ' W3 = 2" LONG WEEP NOTCH AT 32" END 1 4" T KS OR F DRI IN SCREWS GRAI]E S RS Z 3 •• W4 = 1° LONG WEEP NOTCH AT 32" FROM EACH ENO jI ( t• •• • 3 j INTO METAL STRUCTURES •• •• •• t ••• STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) ••••• • !I a 0 •• ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN: • • cO • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTEM _l_ ••• I14 SMS OR SELF DRILLING SCREWS (GRApI 2 IW • • ••• 19 I 21 22 LONG SIL INTO MIAMI-DADE COUNTY APPROVED MULLION•MIN.•THK. • • SILL CLIP ADAPTER ( = j�)• o " ' ! (NO SHIM SPACE) •• A o ' I c Q o I 27 TYPICAL EDGE DISTANCE B 6 INTO CONCRETE AND MASONRY = 2-1/2" MIN. �a INTO WOOD STRUCTURE = 1" MIN. v I INTO METAL STRUCTURE = 3/4" MIN. _ W3 I26 CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. B W4 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. v o m LJ c 23 e 4e JAVAD ANMAD PRODUCT REVISED ,r sa cunlpllrngw11616c Florida 1 FLA.PE f 70592 Ltulld ng Code f $ a 9 C.A.N. 538 Acccp�Gn'n�7c IYNo 4 TYPICAL ANCHORS m FOR SPACING 4I ^ SEE ELEV. v ovwin+ (�dra�wingI�--n' o. Wt W2 TYPICAL ANC . JJ / J p p q 3 PER CLIP l W08-8 1 hs eet_3 otf _ CE) �- _r � `E MAX, VENT WIDTH _ \- 18 25 I 1/4'MAX. TYPICAL Z 3 METAL1 24 ,5 8 SHIMS SEE ELEV. NCHORS O J STRUCTURE FOR SPACING z I � a • � LL -- + gi v ------SCREENS OPT. ----- -- a W OD BUCKS O y�yW� TYPICAL ANCHORS 9 16 E ELEV. 4 D.777 ] SE5 ? > Q F FOR SPACING EXTERIOR a v ZW j WINDOW WIDTH - l XO LAYOUT OX OPPOSITE g •• •3 /- a ••• CC)� IMAX sA • • c0 a • VENT WIDTH " VENT WIDTH SH SHIMS ••• •• •• � M m • IIS 1 ...—_. •0000• ••• M • IBY • IJ .,� ••• 28Y WOOD BUCK _ _ _-_ _ WOOD BUCKS 00:::* o "�Q • • OR __ ___ _- ..-__ I, 0 • 3= • _- W00 STRUCTUR i -""'+r"'" v° • • ••• s• H 0000 • Zram, •• - -- Lr _-_- -_- - - � � - - - - - —_i 0000•• • �� •• •0.00• ••• �� 3Z�� ••• r - - -- ---- ---SCREENS OPT. -----J - - - - - - _ _ _ ----- SCREENS OPT.--- HORS • •• __ .... SCREENS OPT. TYPICAL•INC • _ • vo SEE ELEV. ••• FOR SPACING • • • D.L.O. _� e • o of TYPICAL ANCHORS FOR SPACING EXTERIORSEE ELEV. `o F _ WINDOW WIDTH XOX LAYOUT v WIC g $ TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-OADE COUNTY APPR,D MULLION- SEE SEPARATE NOA -- �--- VENTS WITH s s r---T , v <<.m o I I I SPRING LOADED LATCHES 1 --—-" t --- I- -___- l --- I Engr:JAVADZMAD PRODt1C'1'RHVISBD I$ •r II II i" ea Complying wish lho V101`144--- II 11 FU PE 0 7C592 auilding Codu 11 11 C.A.H.SSSB Acccpinncc No�1• �' tizpirntion Dme, '1� v „ I c -------- _-----S ❑yCREENS OPT. n,n9,a 2Q9 Mran'I nde Produol tll,♦tl 11 drawing no. EX----TERIOR .. ..J W08-81 WINDOW WIDTH---- WINDOW WIDTH ------ 4 --- -- -- --. .e sheet q of 7 I/4"SHIM Cl MAX, VENT WIDTH `^{I 18 1/4-MAX. Z 3 METAL 1 24 B SHIMS -SEE ANCHORS 15 -SEE ELEV. O -' STRUCTURE - FOR SPACING �. 2 — � - —o' — (� it 7 I 9 a C&� i C--- ----- _ '_ �,eY 8 a a o --SCREENS OPT.I `+ -= - W800 BUCKS O- TYPICAL ANCHORS 9A 16 SEE ELEV. 4 O.L.O. FOR SPACING EXTERIOR s < Q WINDOW WIDTH XO LAYOUT -- m OX OPPOSITE I N ••• 6Q I C\ CD) 1/4'MAX • • •• otM ••• • • • i • C/ VENT WIDTH VENT V/IDTH SHIMS •• • Q • rn 1/4'SHIM M .. • MAX. •••••• ••• v • •••••••••• • �N VJ Q=U2Q ••• BY wo00 BUCK Y WOOD BUCK/ S OR WOO STRUCTUR • � ••••••• • ••• •'i 0 N W �j __ -.—__ _ — _ _ •••• • _.O DO? Z ••• _._— r__ -__—_—� __._ O •• •• •• O Dom-•`• •:• v (��Jy�� `---SCREENS OPT. �' SCREENS OPT.----X'--' TYPICAL NCHO S • • • SEE ELEV. ••• -_--_ FOR SP*ING • • pp • • TYPIC�ANCH _ WINDOW WIDTH._______...___..____.--. •• L . EXTERIOR o FOR SPACING XOX LAYOUT 9�'b a $I TYPICAL ANCHORS SEE ELEV. FOR SPACING ni MIAMI-DADE COUNTY APPR,O MULLION y o SEE SEPARATE NOA o o$F '^ ——-- — VENTS WJTH mol$ S{PREFLATCHES Enyr.JAVAO AHMAD ('R0f7UC1'R(iVISF:DCML �` II I ------- FLA. PE/70592 Z:'plyingteiUt the Florida 1 r .,eH tg Code C 0.Y.35Y3 1 I I I Atce Lance No IiX{nr Won Datc� l t _._ . I I I r' -------SCREENS OPT. .9 ray / � vr -- L---) Il b� ` :um Iadchroducl Control - dr g no.1 EXTERIOR _ - W08-811 WfNDOW WIDTH WINDOW WIDTH - aheef 5 Of-7 -----3.069--� 1375 -' 1.000 ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANP/SUPPLIER/REMARKS U .062 ..._� .062 ___ IM-130 1 FRAME HEAD _._ _- .6083-T6 � � 2 TM-1338 1 FRAME SILL BASE 6063 T6 - m .688 T 11 lJ -1O 3 TM 134 1 FRAME SILL TOP 6063-T6 - Z 3 1.875 1,250 I 4 TM-132 AS REOD FRAME JAMB VENT_ 6063-T6_ - _ --- - --- 0 2.437 1.425 I •125-^1 5 TM-131A AS REDD. FRAME JAMS FIXED 6063-T6 - TM-IAB 2/VENT TOP AND eOTTOIA RAIL 6063 T6 - Q ^ I•-1.500-•"1 1.000 WIND LOAD CLIP 7 TM 139 1/VENT JAMB STILE 6063-T6 - Q U ----- - ------ 8 TM-140 1/VENT MEETING STILE 6065 T6 - a C6) TOP & BOTTOM RAIL 1.000 .- 1.030 1 r 9 TM-1137 I/VENT FIXED STILE(SPRING LOADED LATCH) 6083-T6 - 9A TM-137A I/VENT FIXED STILE(SWEEP LATCH) 6063-T6 - V FRAME HEAD -1'750 1.000 10 TM-136 _ I SILL TRACK INSERT 8063-T6 H054 11 TM-135 I SILL CLIP ADAPTER, 12 LONG 6063-T6 AT MID.STILE LOCATION ^ 6 _ _-- - -- - vY O 12 7M-118 1/VENT SPRING LOADED VENT LATCH,J-1/8"LONG 60b3-TB AT LAID SPAN NQI r- 1.480 •125 ITA - 1/VENT METALLIC SWEEP LATCH - AT MIO SPAN a.K; -.077 2.201 128 /8 X 3/4 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 4 2 Vl � MTG. STILE REINF, --- -'-- ( ) $gyp 1.375 13 TM-141A AS REDD GLAZING BEAD LAMINATED CLASS _ 6063-T6 - I -91 .563 1.000 13A TM--181 AS REDD. GLA2ING BEAD(INSUL. LAM.GLASS) 6063-T6 - 500 14 TM 154 AS REOD. WIND LOAD CLIP, 4"LONG 6063-16 - _ -_` _ -1.420 15 - 1/STILE HEELING STILE REINFORCING 6063-T6 - -2.312_-_' 16 - 2/STILE FIXED STILE REINFORCING 6063-76 - �0 SILL TRACK Cl JAMB STILE 1075 1.000 17 W31225 AS REDO FIN SEAL W'STRIPPING(270"%.220"HIGH) WOOL - .� n 18 W4J371 AS REDO. FIN SEAL W�STRIPPING(.187"X.370"HIGH) WOOL - •• OLD 1 071 19 W43201 AS REOD. FIN SEAL W'STRIPPING(.187'X.200"HIGH) WOOL - • • I a>. ••• -2'312 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8"� 1/27% 187/16"LONG Z p v� • 1.296-123 112 X 1- 2/CORNER FRAME ASSEMBLY SCREWS _-- --- P.H.P -___-- o 1'Ml °: • C/ FIX. STILE REINF. 21 2 VENT VENT ROLLER HOUSING&GUIDE PLASTIC AT EACH G • 1.255 TYp -.055 22 VENT ROLLER/WHEEL BRASS •••••• •• J J• ••• __ N 'd Q • • L 2.373 24 X / 2/CORNER VENT ASSEMBLY SCREWS P.N.PHILLIPS SM�9-- ••• 1.3751 oOD - 1.546 849 25 - 1/LATCH YENT LATCH SPRING - - 5T STEEL •••r • 3 F I • .929 Ir"- l(l(l(11��__ -JII - --� 1.235 26 W31175 AS REDO FIN SEAL W STRIPPING(187 X.175 HIGH) WOOL - __000 •_--_ • -000 �p N We •• -_.-. ..__....___ _- 11 SILL CLIP ADAPTER - 27 TM-151 1 SILL RISER 6063-T6 �� ••• .062 • • • 3 Z a 1.406 •• •• •• ,) o o •:• 0 MEETING STILE 12 VENT LATCH •••••• N 1 F-(0 a � • 2.312 IFS-2.712 • • • ••• 055 1 .053 .435-p-^4 .1831 I^- • • ••• � • 1.719 I �, • • • ••• 1�062 .270 T- r 040 •• • • �A • �{ .602 040 562 .540 .500 N x 1.437 1 000 1.237 1.375 10'00 1.237 1- � -� ••• u i a T I o �__ _�_.. -d .923 Lam- .923 - -.750- 1.75013GLAZING BEAD GLAZING BEAD FIXED STILE (SPRING LATCH) �A" FIXED STILE (SWEEP LATCH) (LAM. GLASS) (INSUL LAM. GLASS) C3) FRAME SILL TOP .. 1.764 .937 - c m w 3.069- o o. ' = 5 l S o o .062 .062 v o1< m u o c -__ 062_. ttP. ttP. 1.919 1.799 j ("r 2. r.JGVATJ AHMAO PRODUCT REVISED o, •092 3.042 3.283 3.168 3.042 CML ns complying with the Florida I \ SJ .062 FLA S Wt PE 70592 ilding Code $ 3 CA.N..3538 F ttP. 628 Eng - 1.858 - p ryft Q Acttplance No,( !0B s ' RIP LEG ,167 t 6U{� P,xl uotiou UMe 2.?i 9 it v V pp�� 1 500 AS REDO. L® / BY Mianipade Product Control ) d1rowinna Ono .875 .875 _. Yr0V_U_� FRAME SILL BASE (4 FRAME JAMB - VENT FRAME JAMB - FIXED C7l SILL RISER - sheet 6 of.7 (2)#12 x 1 1/a'PH.SMS. �U Zl ASSEMBLY SCREWS AS .11 x i"EW SMS. ASSEMBLY SCREWS SKIS. t q ASSEMBLY SCREWS �� r Lro 00 \� \� Zp 3 m,. J C gy y2 a Fi I 0 gao �oAJL Il --- j FRAME TOP CORNER ••• M3� � • • • 2 tp d • FIXED MTG. RAIL TOP_C RN 00 00 •Aa S12 x 1 1/4"PH.SMS. VENT TOP CORNEM ym • SMBLY SCR EWS •••:•• •• • J A 4 ••• •••••• iao JQ i • o: �.� ••ON • • • ••• 3~ • 41 00 0 t • • • • '0, •• 0 (2) #10 x 1"PH.SMS. u, z ASSEMBLY SCREWS u oT� c FIXED MTG RAIL BOTTOM CORS$ c'��-' '—�—'-� ( 1 ' 1 fngr:JAVW AHhUO PRODUCT REVISED a r CML s,—,plying with the Florida 1 (2) #10 x 1"PH.SMS. FLk PE/ 70572 Am,1 gCode $ ELiAM _QQILOf1�Q�NEg ASSEMBLY SCREWS C.A.N.3538 ACccplAncode { -CIC JQ j y IX Exp nlinn Dale I q t VENT BOTTOM CORNER Nov z r 201 Miamitl7edc Product ordroi�. i drawing no. W08-81 sheet 7 of 7� MIAMI•DeADE /5�) MIAMI-DADE COUNTY MM CITr _a T CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIR R 11 5 SW 26 Street,Room 208 AFFAIRS(PERA) MAY 118 2015 Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION I T(786)3 5-2590 F(786)315-2599 BY: ww.nlia,11, c. OV/ cra! T.M.Windows, LLC. 601 N.W. 12'4 Ave. Pompano Beach,FL 33069 SCOPE: mtht aU1111cable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. =hact-rs- ode, including the High Velocity Hurricane Zone. DESCRIPTION: Series-249 Aluminum Outswing Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-03 Rev B,titled"Series-249 Alum Out-swing Door w/9,idelites (L.M.I.)", sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised APR 18, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Approval tamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. a IV ��sisirrr+t- r Limitation: 1. See sheet 5 for single or double Door Design Pressure(DP)rating Vs glass type and/or threshold type (Exterior(+)water limit) 2. See sheet 6 for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold type.Lower DP rating of Doors or Sidelites shall control when combined together. 3. See sheet 4 for Single Door w/ SHW design pressure rating Vs glass type and/or threshold type, limited to single door application only. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miamlpade 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 sates,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shal I 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-advertisii g literature. If any portion of the NOA is displayed, then it shall be done in its entirety. •: • • • • • . •• • • • • 000 • INSPECTION: A copy ofitfiis entire AdA shill Ae,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 411*4218.0-%and consists of this page 1 and evidence pages E-1,as well as approval . . . . . . . . . . document mentioned above. • • • The submitted documentan j&s reyl4:we04by I$46*q11,Chanda,P.E. a NOA No 12-0208.14 MtAMFDADECou1VTY ... . . . . ... . . Expiration Date:April 21,2016 • ••• 4 Approval Date: May 03,2012 tib` .. .. .. .. Pagel 1.. ..r.. i T. M.Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file# 11-0218.05) 2. Drawing No. W11-03 Rev B,titled "Series-249 Alum Out-swing Door w/Sidelites(L.M.I.)", sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on APR 18,2012,signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file# 11-0218.05) 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing doors w/wo Sidelites (samples A-1 thru F-1),prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6168,dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson,P. E. Note: This test report has an addendum letter dated March 28,2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural.analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 02/17/11 and last revised on 04/01/11, signed and sealed by Javad Ahmad, P.E. (submitted under file# 11-0218.05) 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Sentry Glass interlayer®", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS I. Statement letter of conformance FBC 2010 and letter of no financial interest,prepared by Al-Farooq Corporation, 01/19/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al-Farooq Corporation, 02/17/11, signed and sealed by Javad Ahmad, P.E. (submitted under file# 11-0218.05) 3. Lab compliance as part of the above referenced test report. G. OTHER ": : : .'. : : ." 1. ThisXOAr'-eyige;.*)jN?14;0218.05, expiring on April 21,2016. 2. Test*fropdSal #'10100 r7'dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. . . ... . ... . . Ishaq I.Chanda,P.E. " ' ' Product Control Examiner • •• "' NOA No 12-0208.14 Expiration Date:April 21,2016 ••• ••• Approval Date: May 03,2012 ... E- 1 HEAD/SILL ANCHORS �f AT STILE ENDS �/ 41 7/8" (6)FFF...-AT3" O.C. FRAME WIDTH FRAME WIDTH --"� 6" MAX. MAX. 8" MAX. 15" MAX. SURFACE APPLIE HEAD/SILL -1 I TYP. IS"MAX. dZ HEAD/SILL HEAD/SILL -FALSE MUNTINS CORNERS HEAD/SILL a. CORNERS A MAY BE USED I A \ I d O � O u / \ \ II _HINGE OPTION \ n SEE SHEET 5IL C0— &E C _= HI A LL z ri W ti f r U LOCK OPTIONS I \SEE SHEET 5 / 23 ll___, a \ 11___, O ==--LI it OCK OPTIONS. <=o SEE SHEET ppm B B \ / ii ••• Z3o I� � • � 3Z�c GLASS O.L.O. DIMS. 4 INACTIVE _ ACTWOE •• �••• • D.L.O. HEIGHT (DOOR & SIDELITE) FRAME HEIGHT - 1 .875' --- '-- ------_= ----- • • 0D.L.O. WIDTH (X DOORS & 0 PANELS) m FRAME WIDTH 11.875° _ _ • • • D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 • —�-�• •• 0000• 30" m w 30" 29 7/8" • �i D.L. OPG. a D.L. OPG. D.L. a p• ••• 38 5/8" 38 5/8" 9/6"o•••• • ulu • LEAF WIDTH LEAF WIDTH 38 9/6 o••• ••• 3_o • LEAF WIDTH c R • 000.0• 0 • �ffi� • SERIES-249 ALUMINUM FRENCj(_DQ0R-W SID LITS TYPICAL ELEVATION TYPICAL ELEVATION• • • •••• ••• 4rk1GIDCr nW"b yy APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS ( X } ( XX } • wNy 0Le��` �+�� T •• WITH OR WITHOUT SIDELITES. 4101, SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SINGLE LEAF DOOR DUAL LEAF D00� p Ns - .!q • • SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. DolliI — -- DOOR OPTION • � 0 0 • o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • ^— �w"d E � ••• REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • 0 0< m 0 c HURRICANE ZONE (HVHZ). •• � 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. — DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. E"9` dACjAHVZ b ;� ANCHORS SHAH BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS VL C�VIL ; N EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, SHUTTERS ARE NOT REQUIRED_ _ FLA PE p 7092 c C.A.H.3`538 I J ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. $ Y E A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �-- drowing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W1.1=O3 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. AP '18 2012 sheet 1 of i6� ANCHORS AT MULLION �4 I 3: HEAD/SILL ANCHORS AT 4", 7"& 10"FROM ENO OF VIII. JI AT STILE ENDS FRAME AT DOOR AND SID£LITES o FRAME WIDTH (6) AT 3"O.C. TYP, AT HEAD/SILL -- 1 1/4" MAX 1 1/4"MAX 0 41 7/8" v 80"MAX, --_ 41 /8" f Z SIOELITE FRAME WIDTH XX DOOR FRAME WIO SIDELI FRAMEWIDTH- p d n HEAD/SILL TYP. HEAD SILL SURFACE APPLIED r �U CORNERS / FALSE MUNTINS fSY MAY BE USED O O Q HINOE OPTIOAS I \ I Q 3 SEE SHEERS ' _\_li__ J H / \ a �g O \._. IIS --H Z m y OI - - __ -__ a^'0 n \ ____fir____ ___ J _�f i II II � O1 \LOCK OPTIONS,_ 1 II u M M SEE SHEET 5 -----LHl-'- 1/ -----LH)------- T - (Jj \ I --�ti--- A \ 1 / II II ••• 1Q4� 3 i G B \ I / II it • • • �so � • INACTIVE U ACTNE - - —� •••••• •••• - •• • 30" _ 30" 29 7/8" _ - - 011m •s•• • O •• D.L. OPG. D.L. OPG. D.L. OPO. D.L. OPG. v p •••••• :••• • 38 5/8" 4 • 38 1/8" LEAF WIDTH 38 5 8" 38 1 8" • y�gpo • • • _g LEAF WIDTH LEAF WIDTHLEAF WIDTH TYPICAL ELEVATION •' � • ( OXXO ) •w �► ••• Ilflri °' WITH PANEL SIDELITES • • • 'm° S ••• • • c SIDELITE OPTION _ c Enp JAVAO AHMAD CML" , FI Lt.',K ` ga C.A:N,PE .�S5138 ', drawing no. W 11-03 AP.R'1�,8��Oi2 sheet 2 0161 HEAD/SILL ANCHORS ANCHORS AT MULLION 4 -AT STILE ENDS AT 4", 7"& 10"FROM END OF 1� (8)AT 3"ODSC. FRAME AT DOOR AND SIDELITES 0 i iYP. AT HEAD/SILL - - FRAME WIDTH Z -_ 46 5/16" 80"MAX. 0 Z Z 6"MAX. J„ XX DOOR FRAME W H - -� Q 9 1 5 p( HEAD/SILL TPP. 15" MAX--...yy SURFACE APPLIED �' �{ O CORNERS I I K HEAD SILL A MFALSE AY BE USED S IL C HINGE OPTIONS SEE SHEEP 5 Z N / E \ J i / -- -�- - ---- c z o p (olie cD 6n a LOCK OPTIONS \\EE SHEET 5 R V)Q \ Qf Qa O I _ \ 1 =-Ott_== —*+--- \ I / II n • Z if n • • 0000 33•a • •• • •• .• moo h 0000•• •• �w.a. • INACTIVE U ACTIVE - - ---�- •••••• • �------- • y� 0000 • 0 • 41 5/8" -- I 30" - - 29 7/8" - \ ;5 M DICT It&AD :•0•• D.L. OPO. ---"-{tt D.L. OPG. D.L. OPO. rc£ 1�6e Fk,*k 51 p • 46 3/8" -� JB 5/8" • Q� dd11��ww • Z ,/L• :• 0 222SSS€ v-- WULUIL WIDTH ----��-III LEAF WIDTH 38 5/8" -/ -+ 7-•• u a; • LEAF WIDTH 0 rc g 0 • • TYPICAL ELEVATION 000 • • • N • WITH DIRECT SET SIDEI ITES • • "' B o •• 6 m SIDELITE .Q=Q—N eryr:�JAvnD ANNAD,IML c o FIA.PF t 7059§ c C.A.N. 536 -WI no. W11-03 -- --- — --- -----__ A R 1,B'2�l1 sheet 3 of 16 41 7/8" 31•• T. • 3 FRAME WIDTH WINDOW WIDTH 28" WI B"MAX. 15"MAX. (FIXED) IL uuu�fff HEAD SILL HEAD SILL O o CORNERS 14 10O w U MAX.. 5"MAX. C LL HEAD HEAD/SILL - CORNERS E1 I Fi Y 7� a O 1/ 14 WZ$ NZ' O ' x I I 20 7/e" / L AX. M SILL $ L) M / lS N 28 5/8,. •••• :1 _ 'n O I // D.L. OPG. (VENT) • • •••• q y • \J iO ci C1 I // 28 7/8" • • • S N I VENT WIDTH •• • •• :• Z O D1 •••••• •• g 14 7 z • • • • • • O.L. OPG. ry�� NOTE: •• •• •• G • • a SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 3e 5/a" Dp = +65 * •••••• • LEAF WIDTH —80 PSF • • • o • * EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD amovoGToxvtYRB • • • • 0 eeppwI•i wI*the p4v.•• C TYPICAL ELEVATION * � - • -/y • ( x IZ' •FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLE LEAF DOOR WITH SINGLE HUNG WDW INSER'� N °3 0 o m c S H S WINDOW INERT OPTION _ b Eg9r:JAVAD AH MAD'� a � gIVIL 3 FU.iCj 7058TH e 3 APPa�z , O � . W1_1 710,J3 sheet 4 of CC i DOOR WIDTH, -DOOR WIDTH- FRAME WIDTH *YAl�� --- -� r-- 0 \ / / CYR g / \ / /: Q L48 8 .l �_-- ACTIVE INACTIVE ACTIVE ( X ) ( xx ) YQr Z �= SINGLE LEAF(X) DOORS WITHOUT SIDELITES DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES SINGLE LEAF(X)DOORS WITH S.H, INSERT Q is DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF GLASS TYPES GLASS TYPES GLASS TYPES CLASS TYPES 0 DOOR FRAME WIDTH JFRAME HEIGHT A' OR 'A7' 'B'OR 'B7' FRAME WIDTH FRAME HEIGHT 'A', 'AL', 'B' OR 'BI' FRAME WIDTH FRAME HEIGHT 'A', 'A1', 'B' OR 'B1' ^ INCHES INCHES - - INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) �I 42 109 80.0 80.0 100.0 141.0 BO 109 80.0 80.0 42 109 65.0 80.0 n EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD EXT,(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD GLASS TYPE 'F' 0 S.H. WDW cO N FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF FOR STD. THRESHOLD LIMIT EXT,(+) LOADS TO 58.0 PSF EXT,(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD Mj FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF J J • I = M • • •••• Fay yT •• • • • Oin 1 • • • � Z p ^ cs0 • LOCKS: HINGES: "AD • DUC•••• •••• OPTION #1 OPTION 41 Vb I • •• • wad • STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END � wfM '0 '7 • • EXTERIOR AND THUMB TURN ON INTERIOR AND ONE AT MIDSPAN OF LEAF. L AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM F. i*• • • P OPTION III � a g A o CONVENTIONAL THUMBLOCKSET WITH KNOB, KEY OPERATED ON 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END • 0 • EXTERIOR AND THUMB TURN TI INTERIOR AND ONE AT MOSPAN OF LEAF. ••••• u`n k AT EACH ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM • • • E • FASTENED TO FRAME WITH 2 1/4-20 X 1-1/2" MS • • • v�3 • MANUALLY OPERATED CONCEALED FLUSH BOLTS FASTENED i0 PANEL WITH �2) 5/76-18 X 1-1/2" MS •• • • •• • AT TOP & BOTTOM OF EACH LEAF LOCK STILE NOTE: • • (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS •• r GLASS CAPACITIES ON THIS SHEET ARE OPTION III BASED ON ASTM E1300-04 (3 SEC. GUSTS) m o n m MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED AND FLORIDA BUILDING COMMISSION 0 a m AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE WITH WHITE COLORED SEALANT. DECLARATORY STATEMENT DCA05-DEC-219 FASTENED WITH (2) #12-28 X 2-1/4" OH MS SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. ' METALLIC STRIKE PLATE AT 40" FROM BOTTOM Engn JAVAD MAID OF INACTIVE LEAF LOCK STILE FASTENED WITH 'CML (3) #10 X 1/2" FH SMS FLA.NE.5353388 M'Z0592 A.No C �. MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM (/ / O FASTENED WITH (2) (J8-32 X 1/2" FH MS drowing no, r12 W11-03 (FLUSH BOLTS AT TOP k BOTTOM OF ACTNE ANO IARNINE LEAFS APR p 8TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING ShEBL,�j of 16 STATIONARY PANEL(0) OR DOORS iYITH SIDEh[TES SIDEUT W. 4 DESIGN LOAD CAPACITY - PSF NOTE: GLASS TYPES GLASS CAPACITIES ON THIS SHEET ARE U~ PANEL/DIRECT SET FRAME HEIGHT DOOR WIDTH SIOELITE WIDTH 'A', 'Al', 'D' OR '91' BASED ON ASTM E1300-04 (3 SEC. GUSTS) ri� 3 INCHES INCHES INCHES EMT (+) INT. (-) AND FLORIDA BUILDING COMMISSION J 41 7/8X(x) DECLARATORY STATEMENT DCA05—DEC-219 81 48 80.0 69.7 80 (X ) N 7/8 I f 85 4180(X%)X) 48 80.0 69.7 %. 041 7/8 (X) 91 80(XX) 49 80.0 89.7 L�iLxl ns7 4 eo(xxjX) 4z eo.o 7s.641 7/8 (X) 42 80.0 79.6 80(%X) STATIONARY(0)4180 (%X)7/8 x) 41 7/8 80.0 80.0 DOOR W. SIDELITE W. SIDELITE W. DOOR W. SIOELITE WEXT.(+) LOADS SHOWN A80VE ARE WITH HIGH THRESHOLD �FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF / / $ NOTE: W i i W FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. !; LOWER VALUES FROM DOOR OR SIDELITE CHART o WILL APPLY TO ENTIRE SYSTEM. ( Xo ) N�i1 ••• t ox ) (.01(6) ••• $ • Tr SIDELITE TE_W.�__ DOOR W SIDELITE W ODOR _0 0 • • 3 Z a • ils2p&4 see - ••• •\•• •• DIRECT SET SIDELITE WIDTH DOOR_WIDTH ySW5 /- \ - /- ••0\0 • �' ••• — __ o` • \ / \ :•• • L WIDTH \ / - •• 1/4„ kw ACTIVE ( xx xXO ) (Oxxo ) •••• a ry PANEL SIDELITE WIDTH _ DOOR WIDTH ( ) �P0 0 (X) CT MRvIYYp 8<m JAVb AHMAD LEAF IDTH En9r. CIVIL FLA:PEI g,770e592.,' �Ma c n INACTIVE _ ACTIVE I � dAr�owing n0. PANEL SIDELITE WIDTH_ DOOR WIDTH �YY l 1—03 L-1/4" —_ (XX) �heet 6 of 16 I'HEAT STREN'D GLASS —.,.-...__..._ _...._. HEAT STREN'D GLASS /4"AIR SPACE �� o V .I. 3/16"HEAT STREN'D GLASS 1/4"AIR SPACE t 3/16"HEAT STREN'D GLASS Z .090 INTERLAYER 3/16"HEAT STREN'D CLASS 3/16"HEAT STREN'D CLASS .090 INTERLAYER 1I-- SAFLEX PVB BY'SOLUTIA' .090SE INTERLAYER YGLAS BY 'DUPONT' W .090 INTERLAYER ,090 INTERLAYER I SAfLEX PVB BY 'SOLUTIA' SENTRYGLAS BY'DUPONT' -1/B"HEAT STREN'0 GLASS 3/18"HEAT STREN'D CLASS 3/16"HEAT STREN'D GLASS .090 INTERLAYER /� U SILICONE 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS SILICONE SENTRYGLAS BY 'DUPONT' 7 -GE RGS7701 R SILICONE GE RGS7701 2 GE 1200 SILICONE CE 1200 GE RGS7701 1/8"HEAT STREN'D GLASS GE 1200 GE 1257701 GE 1200 ai SILICONE VVV C �T �+ m _i GE RCS7701 C a7 g e _z 3 m I z � ii I II GE 1200 ¢¢ H 1i li.i \� b 'a Oro M 1 • II II II ] �I I II n 9' Q W 3 2 37 III n� h �, I 37 I \u I q m N I I I M IL Z N T i w II _ LI Ow SPACER UMINUM O III -ALUMINUM s w w SPACER I p8 SMSc #8 SMS w O f AT 4-1/2" FROM ENDS AT 4-1/2"FROM ENDS J ao AND 10-1/2"O.C, AND 10-1/2"O.C. w \_ EPOM SETTING BLOCK EPDM SETTING BLOCK -1/8"X 3/4"X 4-LONG 1/8"X 3/4"X 4`LONG 2 PER LITE AT 6' FROM ENDS DS ' 2 PER LITE,AT 8"FROM ENDS �? GLASS TYPE 'A' GLASS $ M T GLASS .TYPE 'A1' GLASS T PE 'H' GLASS TYPE `F' Y ___ __ TYPE `HI' M � .-_.y W_ ..-.r...M-- _�_ �• _< (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) Lj :J>4 GLAZING OPTIONS •••• {n Q= Z •••••• •••• 320 i• GLASS TYPES --'Al'GLASS TYPES • v a y 'A' OR 'B' (ABOVE) OR 'BI' (ABOVE) •••••• • f`bffi!'SL' �0 •• SILICONE SILICONE •••••• 00000 r • GE RGS7701 GE RGS7701 •••• • • • GE 1200GE 1200 z 5 3 I^ •••••• • •41 •• •• �V' 35 'Ii \� 5 II III •• •• •• �•• •• i I I �o • •••••• • off„ - - — •NII•w"wIN Mr IMAM•• wnaA4� • .� m O N i IIII •• ww S„ee • • • INILad Dsd MaaMet C o o N GLAZING DETAILS AT SIDFLITE Eng .JAW AHnwD' b �I CML' FLAPE.i 70b82 s n C.A,N. .539 . 1 3 $ $ Y o drowing no. W1 1-03 sheet 7 of 16 TYPICAL ANCHORS (� EDGE_DIST. SEE ELEVATI (SEE W BUCK \ �t� V ` FOR SPACING EDGE DIST. (SEE NOTOT 1 E SHEET ) BY BUCK ALTERNATE QR< I �, F ANCHOR LOCATION °a• , EDGE 00 TRUCTURE n I p jT!YPCAl _� (SEE N�� ANCHORS TYPICAL ANCHORS16 ELEVATIONS SEE ELEVATIONS Q <C 6 FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS C°T n rr METAL EDGE STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM .0 1 2" MIN. DIST. AND TRANSFER THEM TO THE BUILDING STRUCTURE. 30-. FLU BOLT PEN TRATION _._..._... _..- _....,..__..___.._._ Q w TYPICAL ANCHORS: SEE ELEV. FOR SPACING ��-- I a 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI,Fy-155 KSI) e N INTO 2BY WOOD BUCKS OR W000 STRUCTURES � 1-1/2" MIN. PENETRATION INTO WOOD m TYPICAL ANCHORS THRU 1 BY BUCKS INTO CONC. OR MASONRY ••• `� SEE ELEVATIONS 1-1/4° MIN. FOR SPACING EMBED INTO CONC. OR MASOVRY • •••• •• O — — • • • V J • 9 I DIRECTLY INTO CONC. OR MASONRY •• • • • J Lj _ 1 91-1/4"i-I MIN. EMBED INTO CONC. OR MASONRY • • J a • K 'I 1/4" DIA. SELF DRILLING SCREWS (GRADE 50c" •• • 8 3 N Y • W 1 INTO MIAMI-DADE COUNTY APPROVED MULLION��MJN. THK. 1/8") 3 Z'-'�•� • n INTO METAL STRUCTURES • • •••• b�, � • - STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN.)•••• • N z g ALUMINUM : 1/8" THK. MIN, (6063-T5 MINp)o•••• • • p •• OR (STEEL IN CONTACT WITH ALUMINUM TO BE PL4rED ER PAINTL% • H e a 9 TYPICAL EDGE DISTANCE • INTO CONCRETE AND MASONRY = 2" MIN. • • • • INTO WOOD STRUCTURE - 1" MIN. • • ••• • •• •• INTO METAL STRUCTURE = 3/4" MIN. • • • • t • • • •• •• Gi CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 Pt MINS • • • 2A I • 6 1/2' MIN, 29 OR C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. •••• 0 . p FLUSH BOLT 18 *il .._..._..._...,..._-_.._.__..._._,..__.^_�...–_.f..�_.Y..._..�...__.,_ �rc z PENETRATION w��"�an 2B 2 18 16 �•iM!Cede �( Aglwu N•, Z(J •� © 7 7 yq �r 6 1�DMe p •`+,''^f ALTERNATE \ a lCaKw � -. a o Mimri Dade Y OPERATING UNITS WEEPSEn9r:dA VAD AHMAD1/2" FROM - a i0CMLSILL ENDS TYPICAL ANCHORS ° TYPICAL ANCHORSCHORS FLA.PE p 70502, n SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS CAN.3538 EDGE DIST EDGE DIST. EDGE DIST. —-- - -------- FOR SPACING ------b- FOR SPACING �----- FOR SPACING HIGH THRESHOLD STANDARD THRESHOLD LOW THRESHOLD 1 C APPR'0 FOR WATER RESISTANCE APPR'D FOR WATER RESISTANCE NOT APPR'D FOR WATER RESISTANCE drawing no. LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 58.0 PSF LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) l 1-03 OPERATING UNITS 4R8' 012meet g of 16 3/8" MAX. 3 �/' j 3/8" MAX. SHIM CC'� DALTERNATE. SHIM ANCHOR LOCATION �Y METAL WOOD BUCK JA Fqi0:,` n 3 STRUCTURE '---- —"'T-- m J ACTIVE LEAF 8TYPICAL ANCHORS 3B SEE ELEv. i8 FOR SPACIN ,t 8 21 TYPICAL ANCHORS 0'a I. 16 ' SEE ELEV. d0 EXTERIOR 5 >. FOR SPACING Kp!3 D.L. DPG, ALT. FRAME JAMB Z g _—_ LEAF WIDTHQ W DOOR FRAME WIDTH SEE LOCK OPTIONS v SHEET 5 R m 3/1"MAX. ••• t�0 SHIM / • • ! 'm� 3 8" MAX. © r •� SHIM MULTIPOINT LOCK O ••• • •• 3 • • By WOOD tfCdnaf • •• TYPICAL ANCHOR IN-ACTIVE LEAF ••• ODD S UCTURE• N • S ACTIVE LEAF o SEE ELEV. S^ m •• FOR SPACING 18 16 •••• •••• z�ia 4 A ••• • 3i • i 0_ v'J • e 0 - • •• • 21 4A 21 21 • •••• W •• L5 f 8 ! _, 5 • • • • ____ LEAF WIDTH EXTERIOR — •• •EEICAL ELEV. 4 • LEAF WIDTH FOR SPACINS• - BUTT HINGES SEE LOCK OPTIONS PHOT HINGES SHEET 5 (SEE HINGE OPTION SHEET 5) DOOR FRAME WIDTH N C Ory d �YPPUCT O w"a M M�/�i�•"kh fps pue4., < m :yDI 'o •/y OPERATING UNITS `— I I t Eng,: CML539AHMAD p Ild �•dd•elC RA-A•PE;y 7s e CA N.J dro W1'19 03 APR. ;6 2012 (sheet g of�g TYPICAL ANCHORS SEE ELEVATIONS ALTERNATE EDGE DIST. FOR SPACING ANCHOR LOCATION \/ "--" 3A PANEL�CIDELITE INSTALLATION DETAILS �� o _ ALTERNATE • n a l ANCHOR LOCATION I • a IJ 3� [z2, I 6 26oI6 u � N c 6 6 ALT. FRAME JAMB {gym¢ #10 X 1" PH SMS Q yl ul 3/8"MAX. AT 4"FROM ENDS- IL Z ggi SHIM .' HO AT 06X FROM ENDS AND 16" O.C. MAX. O I6 g i 3 AND 24"O.C. MAX. ni i ao I TYPICAL ANCHORS i,II SEE ELEV. FOR SPACING 18 n Ilii ••• �� it!� II � • ••• 555¢¢¢��''' r•ix, ••• ..—__.__1 • • _ • • o J LL •• I:II � 29 16 21 •� ••• • � I=-U � ot • = O li li g EXTERIOR g Z•••• • �d �� ••• Aull n • LEAF WIDTH iEw• .••• ;Z Z •• E+ i SILICONE i O. • W I II BUTT HINGES ••:••: •• : 0 ! •• F= PANEL SIDELITE WIDTH 1 1/4" DOOR FRA♦A 0 WIL o a •• ••• • • • • 6 6 gyp *1�CiY��:• o • OR OR O 19 19 Ad aftm.1 `020 29 •40-1 0.1^-' © 7 18 28 © 16 v <m 2 2 PANEL SIDELITE UNITS —� N ALTERNATE n Z ^ ^ ri Engr�JAVAD ANMAD GIVIL 8 PE 70592' _.-- C.A.N, 538 g, 3/8'.X 3/8" ° �gg WEEPS • ° • ° b t 1/2" FROM d0 ° • • ° v • u SILL ENDS ° TYPICAL ANCHORS ° •EOGE DIST. TYPICAL ANCHORS ---� -SEE ELEVATIONS �— drowin no. EDGE DIST, SEE ELEVATIONS 9 FOR SPACING FOR SPACING W1 1_03 PANEL SIDELITE UNIT (STD. THRESHOLD PANEL SIDELITE-UNIT (HIGH THRESHOLD) APR 11,$7012 1 (sheet 10 of 16 u3 g TYPICAL ANCHORS — l DIRECT SET SIDFLITE INSTALLATION DETAILS n -- -- --- — -- o -SEE ELEVATIONS � _ _EDGE DIST. _ FOR SPACING Z % m 11 II Q LL N I 3/6" MAX. _� SHIM O O 5 J Z II Qw�� u li II l TYPICAL ANCHORS �3 D FOR EE ELEV. SPACING FORS m -06 00 • • W LL 4 • •••• • • � �� S • p A�• •• -j F 3 EXTERIOR 5 •••• • • p�� W • D.L. OPG. • • ••••• Z O n W II II LEAF.WIDTH•••• • v 3 3p • • II II PIVOT HINGES ••��• ••��• � � •• II U SILICONE Law LAA DIRECT SET SIDELITE WIDTH_ __. __---DOOR,FRAME 01AH.-_ !I!, •••••• • �• M10 X 1"PH SMS • • • • III AT 4"FROM ENDS 0 D104•• 11 II AND 16" D.C. MAX. • •••• y�Z 9 i III • •0• • III •• • • •• 5�t • li II 140DUCJ NYVw- 0.00 ffi I�!i ••IM!lr"wm a.F%rw f� l iM Goa uPoo s II! d I�'L.J'-8000 am y rc i 35 ! II .. � G !I i' 25 y DDI C • r O o O zs DCCT SET SIDELITE UNITS SIDELITE UNITS ....._ En r..JAVAD AlIMAD, p o CIVIL TLA PE'Q 70592, ° v . v C A.1@�3536 a. o ° a p b— EDGE GIST. SEEICAL ELEVAT ONS ANCHORS �, K a C FOR SPACING 0 drawing no. [W11-03 DIRECT SET SIDELITE UNITS sheet 1 1 of 16 4.000..__-_... 060 1.750--- 000 _ ,093 r.� 4. . � _ I 0 -.__625 L....-_�r..062 J o :;F 1.750 ! 2,375 .500 1.750 1 [Z2, a0 J 2.375 . �. II I Imo.}32 -1.843- .145�\ FRAMEHEAD J7 PANEL MLA 515NAG BEAD3.as501 TM-099 SIDELITE HEAD SILL8.250 GW-307692.375 t-2.125 .850 -- .713 Q Q .062 - .125-� ®.310 L- r 1,465 a GW 37888 .715 050 O CENTER HINGE 0.572 -1.799---mil T Vf 3L. 4.000 Q tri 2.12g SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) l� 1.988 FTA '282 J x.125 - PIVOT HINGE T_ e.248 1l. m 1 1.500 1.500 ^ 72_ 2 GW 37889-A 250 v I--1.750 2.082- DOOR HINGE _ -7 m 03 19 DOOR BOTTOM RAIL _ •125 875 ^ 7M-29236 DOOR JAMB/SIDELITE 99LITE FRAME HWCE PIN .062-- .125 .�. •••• t a 1.000 1.3� I- • 004 t'1• ••• 625 STD. SILL ADAPTER .500 -1.750-1 062 28 DA5798 .768 MID RAIL CORA%jItANIrL • J w L- 1.750 � •• • -1 --3,681 41129% .655 lOW THRESHOLD •••••• •• a pm ••.625 1.750 ---� 8970KB 1.85•1.030_13.875 .6J3 • 12z- i5 •• d!.082 -4.090 -d .091 .250- •I �4.000 '--- HINGE CAP Il�.- #10 X 1/2" HIGH SILL ADAPTER 1.865•:••: •• • g da •• S DOOR HINGE STILE F.H. SMS 29 TM-193 }g •• •• •• TM-32995 ••• .582 0 �_ }---2157 .123 INSUL. GLASS PANp•"PoTER • ..---p I1 2.000 I 4.530 TM-1@4 • • •• It .093 T • • • K' • ••• DOOR TOP/BOTTOM RAIL 00 I I o 1.5195 93 0 • ••• F n • • O TM-32994 3.500 o I I 7.889 .625 I •� • • • ••• 2.040I 00 I I T- .187 .554 •• • •• • • 0 L .082 �- •• c�, I o 2.000 � _4.000 �I N u 57a FRAME SILL (STD.) 'HMULLION SILL COVER. .625 I O BA5797 15 TM-121A 30 TM-180 375 4.000---- 2.126 F- 2.625----- -� ACTIVE LEAF LOCK STILE •4 n TM-172 BUTT HINGE rYquUCTB vww S OWEATHER-STRIP ADAPTER .062 ee ee4iNyMR wm the fleW °c m GW-31826 4.859 -y 09J �MMMy CaAe .075 I 3.790-.__- .999 'GZA / .. _ 4.000 r nqr.JA 'AHMAO� b •n ��- p _ --�' CIVIL t , 287 T 3 r 2.040 Iy p FL A!PE 70592• .7�15 Rp�� r.050 1.7150 1.554 .300 1.ggg .186- .062 •�8 c.gN.•�SSg IAh w!•e1�Cwe y s �• - 1.799 .625 35 2.011--�I �7.779� h-1.750-d 3B drawing n0.-1 L--..Goo W11 SIDELITE GLAZING BEAD (LAM. GLASS INACTIVE LEAF LOCK STILE REINFORCING BAR ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER y8 TM-157 aA TM-36048 31 TM-182 -03 BA BA AP 1 sheet lZ Of 16 TYPICAL ANCHORS EDGE 01ST. —SEE ELEVATIONS 3 FOR SPACING n ALTERNATE o • o 'JI --,ANCHOR LOCATION Z n % ri a.ro W � � Al 1s ze a w t n 8 18 �1QuuQ #10 % 1-1/2"FH SMS Ay n SEE ELEVATIONS W �$ FOR SPACING LL z q)= t.1 Jli Olt 9. ID C— •••• rn I • • �� • a •••••• •• ¢•_• •• • w2U U17. •••••• • 3� • Qom( •• B1 •••• • f Ll^+" • • •f••• ••••• O �O 1 ii • N Ztr�i • •••••• s •• I ems• •• I ii I • • • • o o cl •• • • •• J. 3 rttoouer nevose .. 8 00 OOOIp'%l w1M the pled& C ammi"Code » � �iX 19 6',ylrelFw YMO C c•n C1 za �°os •dg<m 18. 18 N10 x 1-1/2" FH SMS SINGLE (X) OPERATING UNITS WZ S.H. WDW. , SEE ELEVATIONS FOR SPACING D 1 I I 2 3 'nqr:,JAVADI AtIMAO b o 6 CML ', li N FU.PE(1670501, o n C.A.N. 38 a drowlno no. TYPICAL ANCHORS [W11 -03]•I 1 EDGE 01ST. SEE ELEVATIONS —------ FOR SPACING HI—THRESHOLD OPTION sheet 14-f 16 3/8'•MAX. �o SHIM Z Spp 3 10 X 1-1FH SMS : " -SEE ELEVATIONS / 3/!jMAX. 0F. z E FOR SPACING F� SHIM ':W ¢ VENT WIDTH \ - IL N_ a 28Y ODD BUCK I 3 3 - O O OR __ 0 WOOD S UCTUR D.L PG. TYPICAL ANCHORS 18 12. SEE ELEV. n 7.114 18 • FOR SPACING � M e ao� Qaao _ 3 W o 3 W Vi �_ 18 \\\— EXTERIOR 21 • TYPICAL ANCHORS 5 O SEE ELEV. D.L. OPG. (FIXED) FOR SPACING -"--_–__--- S.M.WINDOW WIDTH _ HINGE OPTIONS n SHEET 5 LEAF WIDTH •••• •• • 3 O FRAME WIDTH • • 0000 4 Y •• SEE LOCK OPTIONS •• • • •• j J tlL` • SHEET 5 •••••• •••• > ••,, •• • (n�a •••••• • $_" Y • 3/8"MAX. _ 3/8" MAX. 1 •• SHIM CI D1 SHIM IBY • 3 •••••• :•••• 3 p • m 3 A METAL 3 WOOD BUCK d�. • STRUCTURE —' --"` 00:09: • • • •• • ACTIVE LEAF •• •• •••• 1=wo • TYPICAL ANCHORS 1B 0 SEE ELEV. 16 •••••• • FOR SPACING • • • • • • • • • • • w t7177 TYPICAL ANCHORSSEE ELEV.toERIOR 5 ° FOR SPACING Z6Mko Deft OPG. — •- � LEAF WIDTH �b� •�p K - FRAME WIDTH .•. m 1 ' n9r:JJAVAD,4HMAD o •n CMl j 'FWAE. Y 70592',, s n SINGLE W OPERATING UNITS W/ S H WDW CAN 13578 o a drpwing no. W1 1-03 Qp Jtb ' sheet 15 of 16 ITEM # PART# REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1.937 I[-�DO .746 -1.1 GW-31798 1_ FRAME HEAD 6063-T6 (-.062 .062 2.1 TM-117 2 FRAME JAMB 606,3-TB .887 130 3.1 1 FRAME SILL 6063-T6 .625 —.375 0 4.1 GW-36123 I FIXED MIG. RAIL 6063-T-6- Ll .1 TM-113 1 STO. VENT TOP RAIL 6063-T6 .250-1 P 5- .1.875 6.1 TM-112 I NT BOTTOM RAIL 6063-T6 7.1 GW-31802 2 VENT JAMB 6063-T8 FRAME HEAD 1701 FIXED RAIL ROW. GLASS STOP ANGLE 8.1 TM-1 15 2/VENT SPRING LOADED EGRESS LOCK 0 6"FROM ENDS 6063-T6-- R 9 CAST BA.1 I/VENT LATCH LOCK 0 6" FROM ENDS 9.1 z — ±S RECID, GLAZING STOP ANGLE ALUMINUM -1.75 cr or 2 VENT STOP (5-1/4" LONG) PLASTIC - 2 SPIRAL BALANCE CALDWELL 12.1 4 VENT GUIDE PLASTIC 1.000 050 1.749 2. 1-3--I WV-3045 AS REOD. BULB WEATHERSTRiP IWNIL - 14.1 W43201 AS REOD. FIN SEAL WEATHERSTRIP WOOL - -u.140 15.1 W43371 AS REOD. - FIN SEAL WEATHERSTRIP WOOL .937 -7 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS #to x I" H. sms 1.563 17.1 - FIXED RAIL REINFORCING AL�UUMINU.M L (4).1 FIXED MEETING RAIL DOOR STILE REINF. 18.1 DOOR STILE REINFORCING A L S.H. WINDOW COMPONENTS 1 750 0 R r 0*0 of (3 to 0:0 .750 062 41 :oil1 25 1.562 �1.045 L IA -�750 L SASH SIDE RAIL 9090* so (9 STD. VENT TOP RAIL 0 0:0 0 ;11 LL32-il VENT TOP CORNER .877 .787 FRAME TOP QQRNFR .882 .062 00 4 89 .617:E w wob llm vivo I FRAME JAMB A Me 2 C.1) SASH LATCH —2.050-- 1.362 7117 _06�2 -POV68 lkw., FTIT 3.1 J 2.826 Eqr:JAVAD AI�MAO 060 082 CIAL - 2.725 FLA.,PCJ 70592 2.250 ld 662 APR 18,�012 ell 6.1 drowing n-.1 1.937 �350L 11-031 (6) VENT BOTTOM RAIL FRAME SILL I FRAME e0TTQM CORNER YEW (SNeet 16 of MIAMI• l/v MIAMI-DADE COUNTY DUCT CONTROL SECTION DEPARTMENT OF PERMI R D REGULA ORY 1 2015 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMI TRA O 7 6)315-2590 F(786)315-2599 BY: www.iniamidade.eov/eera/ T.M.Windows,LLC. 601 N.W. 12'h Ave. Pompano Beach,FL 33069 SCOPE: I CIA he applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to MAX This product is approved as described herein,and has been designed to comply with the Florr a Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"605"Single Hung Aluminum Window(reinforced) APPROVAL DOCUMENT: Drawing No.W06-34 Rev E.,titled"Series 605 Aluminum �hgle Hung :fps""1Ilttf , , l st revised on APR 25, 2012, 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 Limitation: 1. Exception:Glass type I(sheet 4)is not approved for Small Missile Impact Rating&shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2.All United installed with optional Fin-mount are limited to max Dp=+/-61.0 psf. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this emire 710te,§helldbe�provided to the user by the manufacturer or its distributors and shall be available for inspc(;jon o4 jh;J4b$i* e'request of the Building Official. This NOA.revises& renews NQA:frO! d6A4.24 d,d onsists of this page 1 �� approval document mentioned above. The submitted documenta on s rev w t � 1� .AD'S Ip ed by Ishaq I.Chanda,P.E. k, . . . . . . . . . . MIAMR ADE COUNTY NOA No 12-0213.05 ""• • Expiration Date:July 05,2017 Approval Date: May 03,2012 . . ... • . Pagel T.M.Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file# 09-0604.24) 2. Drawing No. W06-34 Rev E.,titled"Series 605 Aluminum Single Hung WDW.(LMI)",sheets 1 through 7 of 7,prepared by Al-Farooq Corp.,dated 04-24-06 and last revised on APR 25,2012, signed and sealed by Javad Ahmad,P.E. B. TESTS (transferred from file#09-0604.24) 1. Test report on 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Large Missile Impact Test,TAS 201-94 4) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an aluminum Single Hung window,prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL-5439 dated 12-10-07 and FTL-5742 dated 01- 22-09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file#07-0404.04) 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3) Water Resistance Test,per TAS 202-94 4) Large Missile Impact Test,TAS 201-94 5) Cyclic Loading Test,per TAS 203-94 along with installation diagram of an alum Single Hung window,prepared by Fenestration Testing Lab Inc.,Test Report No. FTL-3975 dated 10-22-03, FTL-3755 dated 03-24-03 and FTL-4514 dated 01-25-05,all signed and sealed by Edmundo Largaespada,P.E. 3. Additional test report No. CTLA-416W dated 04-11-00 issued by Certified Testing lab w/ addendum letter Jan 22,2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/FBC 2010,prepared by AL-Farooq Corp. , dated JAN 18,2012, signed &sealed by Javad Ahmad,P.E. 2. Anchor Verification Calculations&comparative analysis complying w/FBC 2007,prepared by AL-Farooq Corp. , dtd 05-15-09, signed&sealed by Arshad Viqar, P.E. (file409-0604.24). 3. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/16. 2. Notice of Acceptance No.12-0130.01, issued to Cytec Industries Inc. for"Uvekol S laminated glass interlayer", expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no.financial interest,prepared by Al- Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al- Farooq�NW rjtkj dat43/2819,signed and sealed by Arshad Viqar,P.E. (file#09-0604.24) 3. Lab compUancp as past pf7h8 above referenced test report. G. OTHER •• ••• •• • • • •- 1. This NOA revises& renews NOA#09-0604.24,expiring on April 21,2016. 2. Tast•prg0 sal-.;-01-F765 21- 765 apprp;Td by BCCO dated Feb. 0 , 07. ••• ••• ••• I9finq I.Chanda,P.E. Product Control Examiner ••• •.. NOA No 12-0213.05 • Expiration Date:July 05,2017 . . . ... . . . . ' Approval Date: May 03,2012 . .. .. . . . .. .. ro 53 1/8" 53 1/8" WINDOW WIDTH WINDOW WIDTH Z o J 48 1/4" 48 1/4" Q D.L. OPG. W. (FIXED) D.L. OPG. W. (FIXED) F w FALSE MUNTINS - FALSE MUNTINS 4 a 0. (SURFACE APPLIED) _21MAX'_ m� ' (SURFACE APPLIED) 21 MAX. m ¢O yg MAY BE USED A HEAD/SILL zz MAY BE USED Al HEAD/SILL z n n e�Q o g it o =====�1 o III If Ii N h n J II II { �•2 i�l 8 II II Q W ° II II n u n n v Itii ii ii ii I Ic m ' I' • N II II - • _ N 11 I I OI _ _�_ ------ It: -___ii M` C1 ii j ii ^ J LL - O / •••• z HEAO/SILL y • • 5 1 r MAX.• 7 • 47 3/4" CORNERS 47 3/4" • • • HEAD ILL THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IM CL I D.L. OPO. (VENT) CORNrbRS•• o O K ,SHUTTERS ARE NOT REQUIRED. tom--- D.L. OPG. (VENT • • F-1n a F S VENT WIDTH 50 1/8" • SERIES 605 ALUMINUM SINGLE HUNG WIDOW DOW VENT WIDTH ** ' •• DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS P TYPICAL ELEVATION - TYPICAL ELEV,oTTOTI••• ••••• N • CHARTS SHOWN ON SHEET 2. EQUAL LITES WITH OPTIONAL f RJ•• • •• —' — (SEE DESIGN CAPACITY CHART) EQUAL LIT669•••• • :• 2 • • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (LIMIT DESIGNCAPACITY TO•*,611.0.PSF MA�.1• e o• • COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHEO -a WINDOW NG TYPES IN MODULES OF TWO OR MORE WINDOWS SI MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN, • • LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL O.L.O. WIDTH (FIXED) = WINDOW WIDTH - 4.875" • • • • • • WILL APPLY TO ENTIRE SYSTEM. D.L.O. WIDTH (VENT) = WINDOW WIDTH - 5.375' ••••• �-"---- —--- ---- D.L.O. HEIGHT - WINDOW HEIGHT/2 - 4.5" :0•__ • c °'g • a o 3 - • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • in - � � • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED LASS • • 5 - 0 0 0 HURRICANE ZONE (HVHZ). YYc7 lwvwim INSUL. LAM. GLASS •• 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY ,rr LARGE MISSILE IMPACT —' TO TRANSFER LOADS TO THE STRUCTURE. �1 6 2^Q7./ - o •i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORSowwX.( Engr: JAv AHMAO EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. /' Ful.PEm 941; IV#y 70592 C 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE � C.A.N.3558 NOT PART OF THIS APPROVAL. # A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. (drowning no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT WQI 6 3o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE `— _-- REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4, APR 5 2012 �_---_— rsheet 1 of 7,' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF F-Dul; (WITH ALUMINUM REINFORCING) (WITH STEEL REINFORCING) /Avw CLASS TYPES aY i WINDOW DIMS, GLASS TYPE 'C' D' k 'E' CLASS TYPE 'F'GLASS TYPE 'G'GLASS TYPE 'H-GLASS TYPE 'I'GLASS TYPE 'J' WINDOW DIMS. GLASS TYPE 'F' m o WIDTH HEIGHT EXT,(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) 31 WIDTH HEIGHT I EXT.(+) 1NT.(-) 26 0 19-1/8' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.o 80.0 80.0 80.0 80.0 80.0 80.0_ 32 19-1/8" 80.0 115.0 F.W }� 26-1/2" 70.0 70.0 61.0 61.0 90.0 80.0 80.0 80.0 80,0 90.o 80.0 80.0 80.0 80.0 .S� 26-1/2" 80.0 115.0 25 a I ,.jjj a 26 __-. - 611 28 - O O 37" (4) 70.0 70.0 61.0 61.0 90.0 80.0 90.0 80.0 90.0 90.0 90.0 80.0 80.0 80.0 37" (4) 90.0 115.0 u _ - -- 53-1/8" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8" 80.0 1-15.0- 70.0 15.0 11 19-1/8. 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 79-1/8- 80.0 1.15.0 �.0 LL 26-1/2" 70.0 70,o 61.0 61.0 80.0 80.0 90.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 26-1 ^nT FF.. ti 38-3/8" _-_ _. _ _ /2" 38_3/8" 80.0 115.0 V G 37" (4) 70.0 70.0 61.0 61.0 80.0 90.0 80.0 80.0 80.0 solo 80.0 80.0 80.0 80,0 37" (4) __80.0 115.0 27 f�7 M _ _..__ _ 53-1/8"I 70.0 70.0 61.0 81.0 80.0 8o00 80.0 80.0 90.0 80.0 80.0 80.0 60.0 B0.0 53-1/8" 80.0 115.0 Q4 g 19-1/8" 70.0 70.0 61.0 61.0 80.0 80.0 ao.0 80.0 90.0 80,0 80.0 90.0 80.0 80.0 19-I/8" 8_0.0 115.0 0 dJ r 26-I/2"f50_5/8" 70.0 70.0 81.0 81.0 ;a-00 0.0 80,0 80.0 80.0 ao.0 80.0 80.0 ao,0 80,0 80.0 28-1/2" 80.0 115.0 Q; JO ' _.--- 50-5/8" 37" i. (5) X70.0 70.0 91.0 61.0 80.0 80.0 80.0 80.0 80.0 ,.80.0 90.0 80.0 80,0 80.0 37" (5) 80.0 115.0 2 N n N 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 90.D 90.0 80.0 80.0 80.0 80.0 53-1/8" 90.0 115.0 _ J 19-1/8' 70.0 70.0 61.0 61,0 80.0 80.0 90.0 80.0 80.0 90,0 B0MOZONO 80.0 80.0 19-1/8" 80.0 115.0 ly f 28-1/2 56-5/8'• 70.0 70.0 81.0 B1.0 80.0 80.0 ao.0 solo 80.0 80.0 90 80.0 80.0 28-1/2" 80.0 115.0 T-- � __ _ 56_8/8"37" 700 70.0 61.0 61.0 80.0 80.0 80.0 80.0800 80.0 80 90.0 90.0 (6) _.- _- __-.. 3T (6) 80.0 115.0 _ m 53-1/8' 70,0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Bo.o 80.0 S3-I/8" 80.0 115.0 J o 19-1/8" 70,0 70.0 61.0 61.0 80.0 80,0 80.0 80.0 80.0 80.0 8010 80.0 8_0.0 80.0 19-1/8" 80.0 115.0 28-1/2" 63" 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.o 80.0 80.0 9o.0 80.0 a0.o ao.0 26-1/2" 63" 80.0 115.0 Ps 37" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 ao.0 (6) -- _ 3r' (6) solo ns.o c, 53-1/8" 70.0 70.0 61.0 61.0 80.0 ao.0 90.0 80.0 80.0 60.0 bo.o 80.0 80.0 90.0 53-1/8" 80.0 115.0 0 19-1/8" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0_ 80.0 80.0 19-1/8" 80.0 115.0 w M 28-1/2" 72" 70.0 70.0 91.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 26-1/2" 72" Li 80.0 115,0 _ w l� 37" (7) 70.0 70.0 _61.0 61.0 80.0 80.0_ 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 37" (7) 80.0 115.0 N 53-1/8" - - 81.0 61.0 - - 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 19-1/8" 76-3/4' 80.0 115.0 z I =U 19-I/8" 70.0 70.0 61,0 61.0 80.0 90.0 60.0 80.0 80.0 solo 80.0 80.0 80.0 80.0 26-1/2" 80.0 115.0 ONm I 26-1/2" 70.0 __70.0 61,0 61.0 80.0 _80.0 80.0 80.0 90.0 90.0 80.0 80.0 80.0 80.0 37' (7) 80.0 115,0 *00* 76-3/4"- J7' (7) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 90.0_ 80.0 _80.0 80.0 80.0 80.0 80.0 • 3 3 - - 24" 80.0 115.0 - - 61.0 61.0 - - 77.6 77.6 80.0 80.0 74.5 74.5 60.0 80.0 30" 80.0 1 15.0 • •6• •••• v • 24" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0_ 80.0 •• • • •• 38" 48" 90.0 115.0 • • I,-: O 30" 70.0 70.0 61,0 61.0- 80.0 -80.0 80.0_ 8010 90.0 80.0 80.0 60.0 80.0 90.0 42" 80.0 115.0 •••••• •• • 36' 70.0 70.0 91.0 61.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0_ 80.0 60.0 48" (5) 80.0 115.0 • O 48" 64990• • • 42" (5) 70.0 70.0 81.0 61.0 80.0 80.0 80.0 90.0 80.0_ 80.0 90.0 80.0 80._0 80.0_ 54" 80.0 115.0 49" 70.0 70,0 81.0 61,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0_ 80.0 80.0 0 0 •• • • • _ 24" 80.0 115.0 9 • •9••• ,�„ 54' 70.0 70.0 61.0 81.0 90.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 JO" 80.0 115.0 4000 • A K 24" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 90.0 80.0 solo _80.0 60.0 80,0 J6" 90,0 115.0 S 8 rc • 60" 9••96• • •• a .; JO" 70.0 70.0 61.0 81.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 vaev �. �� 42" (6) v 115.09 •36" 70.0 70.0 BI.0 81.0 80.0 80.0 90.0 90.0 80.0 90.0 90.0 80.0 80.0 80.0 ss�Yy4wIM 1•t/Ie�181, 48" 1 15.011 -42" 60" _70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0(6) -- - A9dgmas n� ��l,p s4" 115.0 •6••6• • z $ 48" 70,0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 90.0 80.0 • • • • Ytwk.",44 24" 90.0 115.0 • • •• 54" 70.0 70,0 61.0 61,0 80.0 80.0 80.0 90.0 90.0 80.0 80.0 80.0 80.0 80.0 JO" 72" 80.0 115.0 6•6 6 6 24" 70.0 70.0 61.0 61.0 80.0 80.0 solo 80.0 80.0 90.0 90.0 80.0 80.0 80.0 ~ • • • iri m g R • _-_ b e Cerrtrd 38' (7) 80.0 115.0 , 30" 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 a0.o 80.0 80,0 80.0 80.0 80.0 42" 80.0 115.0 4 0•• 0 • • p g o i o 6 0 38" 70.0 70.0_ 81.0 61.0 80.0 80.0 80.o 80.0 80.0 80.0 80.0 60.0 80.0 90.0 24" aq- 80.0 115.0 • • p- T' 72" - •• 0 u o W 42" (7) 70.0_ 70.0 61.0 61.0 80.0__ 80.0 80.0 B0.0 60.0 80.0 80.0 80.0 80.0 80,0 30' 9 80.0 115.0 0 49" - - _ 61.0 61.0 - - 80.0 80.0_ 80.0 80.f17�1 80,0 90.0 90.0 80.0 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB 54" - - 81.0 61,0 - --- -79.1 79.1 79.1 79. .8 76.8 78.4 78.4 Eqr:JAVAD AHMAD24' 70,0 70.0 61.0 61.0 80.0 90.0 90.0 80.0 80.0 80. .0 80.0 80.0 80.0 CIVIL FIA.PE S 70592 30" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 90.0 80. 80.0 80.0_ 90.0 80.0 CA.N. 5536 , 36" B4 j 61,0 61.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.042" (b) - 61.0 61.0 - - bolo 80.0_ 80.0 eo.o 80.0 80800 90.o NOTE:se" - 6t.o BI.O - - 80.0 80.0 80.0 80.0 77s ns eD.o solo GLASS CAPACITIES ON THIS SHEET ARE -� BASED ON ASTM E1300-04 3 SEC. GUSTS drawing no. ( ) NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB AND FLORIDA BUILDING COMMISSION ) W06-34 DECLARATORY STATEMENT DCA05-OEC-219 qA2 b sheet 2 of r, Cr jl"2 " F -3/16"ANN. GLASS -3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS Z yy Fi a AYER _120" INTERLAYER 090" INTERLAYER 120" INTERLAYER p ;. RESIN UVEKOL-LIQ RESIN SAFLEX IIIG PV8 BY SOLUTIA UVEKOL-LIO RESIN v C �iANN. GLASS 4 3/16"ANN. GLASS 3/16°ANN. GLASS 3/16" HEAT STREN'D GLASS Q�j Q � r CONE SILICONE _ 0' iW CORNING 995 _ i DOW CORNING 995 1° DOW CORNING 995 i_ m DOW CORNING 995 4 n O 3 s g v _ 0 = N 0 9AI! L6ZJ I _ . .�._.sG..L,.,ASS TYPE C 'EGLASS • ��•� m TYPE 'F' • • • = M as ••...• ••.• V },o Uj LL 1/8"ANN. GLASS 1/8" TEMP. GLASS 0 0 0 0 0 • q• • 1/8"ANN. GLASS ---1/8" HEAT STREN'0 GLASS 1/4"AIR SPACE 1/4"AIR SPACE •••. • • 3 I- Y • -.090" INTERLAYER 090"INTERLAYER 1/8"ANN, GLASS 1/8" HEAT STREN'D GLASS •••• Z^�Is0 SAFLEX IIIG PVB BY SOLUTIA SAFLEX IIIG PVB BY SOLUTW p r .090"INTERLAYER .090" INTERLAYER •0•0•• � � 3 Z Q �h � SAFLEX IIIG PVB BY 'SOLUTIA' SAFLEX IIIG PVB BY 'SOLUTIA' • z�rl 0• 1/8"ANN. GLASS r1/8" HEAT STREN'D GLASS r1/8"ANN. GLASS 1/8" HEAT STREN'D GLASS F-w 0- k' SILICONE _SILICONE SILICONE _ • • SILICONE rAfIaUGV1YiV7iiO • . GE RCS7700 CE RC57700 GE RC57700 GE RGS7700 .1 nM • • • se 4 ii 98 • • • • i' I, 9c � 9c i1i �yMAb. • • • ��S 2.2 Now emw Pn u o 64) 4f c Ny W 0 y GLASS TYPE 'G' GLASS TYPE " $ H r GLASS TYPE I I GLASS TYPE 'J' c m V g W THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. —I NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. Y2 1-. o nqr:JAVAO.PHM TN CML 70592 GLAZING OPTIONS Fu.CA.NN. 53368 $ SI O_ Browing no. W06-34 PR 25 201_ snee1 or 7 TYPICAL ANCHORS-- ILLUSTRATIVE DTLS. ONLY SEE ELEV. FOR SPACING ANCHORS EXT. OR INT. FINISHES _-SEE ELEV. FOR SPACING NOT BY TM WINDOW "D - r IBY METALMIAMI-DADE COUNTY APPROVEDWOOD BUCK MULLION & MULLION ANCHORSCONCRETE � STRUCTURE EDGE D&Tf SEE SEPARATE NOA° EDGE DIST. Qv 4. a ° n a ° - �. �� • a _ DIST. d a f_-. O O p a �o �� 1 ( SEE ELEV.TYPFOR CAL ASP SPACING SEE ELEV.NCHORS TYPFORCAL TYPICAL ANCHORS E PCING a g " 8 1I I 1I SEE ELEV.- WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS If II a, apo FOR SPACING 11 it II li � MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. O Lf 11 TYPICAL ANCHORS: SEE ELEV. FOR SPACING w f J _ — t I� I� 1� I� 1/4_, DIA, TAPCON BY 'ITW' (Fu-120 KSI. Fy-92 KSI) -;zz li II h 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy.155 KSI) - if p 15 OPTIONAL TO !! i! IS OPTIONAL TO ) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1! it 23 SPRING LATCHL " II 23 SPRING LATCH a i 1-1/2" MIN. PENETRATION INTO WOOD REINFORCING 12 REINFORCING 12 0000 m OPTIONS - THRU 1BY BUCKS INTO CONC. OR MASONRY • SEE SHEET 2 OPTIONS SEE SHEET 2 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • •••• i •o• • - 5 5 DIRECTLY INTO CONC, OR MASONRY •••• • • •• n 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • (W� U •••j % • ••`••• •• Z -jJLL Ii REINFORCING {T-1I REINFORCING -I W O OPTIONS OPTIONS M oucw UVWW B14 ISMS OR SELF DRILLING c_CREWS (OR�F•��ts1• • a o • SEE SHEET 2 = SEE SHEET 2 pw� INTO METAL STRUCTURES 310 g Q 11 g ; 11 li __ r STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ••••• •••• 3 0^DO z F L jl �I z O 1 ,i 1 FASO r 000 ALUMINUM : 1/8" THK. MIN. (6063-T5 M%••• • Z ••�• k 1 -' I 9 1 �i �I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED '^ 3z • I I II Ui MNer ID~ �, s •••••• � • $ 3�a�• i-- p X112 SMS OR SELF DRILLING SCREWS (GRA.2•CjSj• •••• .-•i i. • it it i iI iI c INTO MIAMI-DADE COUNTY APPROVED MULLIOVJ 41,1j" THK. MIN.) • to a iI �I I I, Ij (NO SHIM SPACE) • • • C— — rl • 1i q I j� ij --- -- II „ TYPICAL EDGE DISTANCE • • 0900 q i! H INTO CONCRETE AND MASONRY = 2" MIN.• • • • •• INTO WOOD STRUCTURE - 1" MIN. • • • • • • a i INTO METAL STRUCTURE = 1/2" MIN. •• • • • g O ! I C�? zF 5 CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. ffi j C-90 HOLLOW/FILLED BLOCK AT JAMBS I". - 2000 PSI MIN, - 'Of S 6 f b 6 6A �I� z SEALANTS: I n i ^ ALL JOINTS AND FRAME CONNECTIONS SEALED WITH C I SILICONE OR ACRYLIC SEALANT. c •g $$ O I I N o g o r m W2 11 �11 WEEPHOLES: N W1 - 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG - ----d — —_ W2 a 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG t 4 - �.__ - � Engr:JAVAD AMMAD All •° 4 ALTERNATE FRAME SILL FLA.PE d 70592 qsq EDGE C.A.N.3,538 u • a • v °EDGE DIS7a \Vi DIS y �' 8 TYPICAL ANCHORS $ #J b ° e TYPICAL ANCHORS^ SEE ELEV. FOR SPACING C— CONCRETE SEE ELEV. FOR SPACING df0wing no. FRAME WITH FIN OPTION IN 06-34 (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) PR 2 sheet of 52 a 7 O1 2 VENT WIDTH ITEM PART a QTY. DESCRIPTION MATERIAL MANE,/SUPPLIER/REMARKS C� D.L. OPG. 1/4"MAX. I GW-36763 1 FRAME HEAD 6063 T8 - -- -- - - --- ""--- SHIMS 2 CW-37731 1 FRAME SILL(4"RICH) 1/4"MAX. - __—_ - SHIM 16 18 2A BA-3608 1 FRAME SILL(3"HIGH) 6063-T6 B 13 --- TYPICAL ANCHORS 3 GW-31445 2 FRAME JAMB 6053-T6 17 _ SEE ELEV, 4 GW-36706 I MEETING RAIL 6083-T6 METAL 7 - FOR SPACING _ STRUCTURE 19 v ° 5 CW-38885 1 VENT TOP RAIL 6063-T6 6 CW-37730 t VENT BOTTOM RAIL(4"SILL) 6063-T6 - _.. - -- 6A GW-37559 1 VENT BOTTOM RAIL(3"SILL) 8083-T6 - .-- 7 GW-31134 _ 2 VENT JAMB STILE 6063-TS _ 8 GW-31470 2 VENT STOP --- --- 6083-TS P M TYPICAL SEE EONS _._ ° S _ 19-56 !/VENT GLAZING BEAD ANGLE 6063 T5 - Qo 9 a FOR SPACING w ._. _ __ _ __-_ 9A TM 123 4/VENT GLAZING BEAD 6083-T9 _.. _ _._ _ _ _ __._._. _ O 9B TM-170 4/VENT GLAZING BEAD 8063-T6 - Q; 9C TM-161 4/VENT GLAZING BEAD(INSUL. LAM. GLASS) 6063-T6 10 #8 X 1/2' 12/VENT GLAZING ANGLE SCREWS STEEL PH SM EXTERIOR S I J 3 WOOD BUCKS 11 4037 (1)STRIP FIN SEAL WEATHERSTRIP - MTG.RAL/FRAME SILL 'Z D.L. DPG. (FIXED) :. - ---- . 12 2240 (1) STRIP FIN SEAL WEATHERSTRIP - VENT TOP -=J WINDOW WIDTH 13 3722 (2).STRIP FIN SEAL WEATHERSTRIP - VENT JAMB STILES 14 - 2 1 1/2'x7/8"0/4"FINSEAL PAD FRAME SILL CORNERS TYPICAL ANCHORS 15 - 2/VENT LATCH LOCK AT 5"FROM ENDS CAST VENT TOP ,33 SEE ELEV. FOR SPACING 15A TM-118A 2/VENT SPRING LOADED EGRESS LOCK 6063-T8 VENT BOTTOM RAIL• 3 TYPICAL ANCHORSIIIA • • SEE ELEV. FOR SPACING 16 - 4/VENT VENT GUIDE NYLON• VENT%T, CORNERS -• p,n 1/4"MAX. D' 17 - 2/VENT CALDWELL SPIRAL BALANCES - f•'RAM&JAMBS • • _ i.Mj `• 1/4"SHIM /VENT BALANCE COVER VINYL F JAMBS SHIM IB WVR-9302 2FtilAD/ •• U •li • 16 _.._. ____ 8 13 MAX.MA% 19 N69 2/VENT CALDWELL BALANCE CLIP VEN•BOTT.CORNERS J O4 20 - 2 X12 z 3/4"P.H. SMS STEEL T CH BALANCE N�•�Q • 7 21 - 8 b12 x 1"P,H.SMS STEEL fll1AE•CORNERS 3N W Y • 41 _ 22 - 8 #10 x /"P.H. SMS STEEL * T&QPRNERS • •� _ ... 23 - 4x J 4 F.H. SMS. STEEL 2 AT H LATCH • • $ 3 Z•3`j • b -- 24 - 4 #8 x 3/8" F.H. SMS. STEEL AT•EA� PMSTIC CUIOR • y� • A—im ZS - 1 1x1 3/16x3/421/8"CHANNEL STEELN TOP oa26 - 2 1x1/4 THK.x4"LONG BAR ALUM. (I)DAV t/M MTG. RAIL END27 - I 1/2.1x1/2x1/8"CHANNEL STEEL AT MEETINP RAIL2 — _28 TM-161 _ 2 FIN TRIM FOR JAMBS 6063-T6 _ __•_ m 1• • 29 TM-163 1 FIN TRIM FOR HEAD 6063-TB - • • i R •• 3 30 WINDOW WIDTH TM-164 1 FIN TRIM FOR SILL 6063-T6 - • • • b 8 n a }t TM-179 1 G. RAIL REINFORCING CHANNEL 6063-TS AT MEETING RAIL •• • a MIAMI-DARE COUNTY 32 TM-178 t TOP RAIL REINFORCING CHANNEL 8063-T5 AT VENT TOP o & APPR,D CUPPED MULLION FRAME WITH FIN OPTION - SEE SEPARATE NOA TYPICAL ANCHORS 0"jwR RILVIYQO a SEE ELEV. FOR SPACING ev#py*opuft old* Ne / •Or soft ---------- -- c— = _ Eng,JAVAD AHMAD g •�I o CIVIL ~ FIA.PE r 70592 zirbm; C.A.N.3538 9 drawing no. EXTERIOR A W06-34 A WINDOW WIDTH ___WINDOW WIDTH _ 2 5,2012 it 5-f 7 3.042 _.1 425 _- -_-___ --__-moi r '� 125 082 a -T .500 .478 �--I 1.550 I 2100 Og .500 �- a7 I .500 .062 t a .062 .847 .082 L000 �--�� O - � 3.069 3.719 1.000 W osz f - 1.406 LA .00 .1zs 62z 3.166 I.03D �-- 1.� a O1 �--- _OC9�A � .500 FRAME HEAD 1.92s-j - .250 3 LL-2.375-- -3.097 b- MTG. RAIL REINFORCINGS MTG. RAIL REINFORCINGS a< 1.000 F^- O3 FRAME JAMB Tg NAIL FIN (HEAD) STEEL ALUMINUM Q 4 -.. bbb � --S.SaO m TIII 938 1.000 1.250 040 385 1.888 .052 M F 2.1 BB .082 .062 2.190 I.I 7 _ 1.188 _� .602 .562 a� .125 h,923� � 3 no 1.375 -2.500 32 •fff m FIXED MEETING RAIL VENT STOP O O 28 TOP RAIL REINFORCING TOP RAIL REINFORCING NAIL FIN (JAMB) STEEL ALUMINUM • • • f • r • 1.375 3.199- - •183 • •• • w M .. • 1.188 q I T-- 9C .540o 540 f • .040 .500 • a•' •• .0521.324 1.750 2.250 1.374 .062 �9 f 923-�f-) •f•• Z 0 N� •• 1 .062 •••• Z O • 1.389 2.51)0 3.277 1.214 •fff• • • 3Z Q• • �•I.688 I-- _ GLAZINOP BEA;5 • • E•.� •• 000 a • •fff•• • • • • -- • f••• • § • OS VENT TOP RAIL Oi SASH SIDE RAIL JO NAIL FIN (SILL) LATCH LOCK /apyj �• f s • •• 2.202 •• : • k g m • ■IJP �8� 3.245 � was 2-OZJ .OS' _ .997 ----- ---- •• c o € o W � --2.202 2.202 � � ' •fLr 4ir .062 3.e12 062 •o-_ �997 l_ 4.312 yc •u�gg�ooqq�5 4.347 2.830 °c m 3.927 3.330 O 3.439 3.359 .082 I 2.839I g ' Engr.JAVAD AF1MA0 n .062 .� .FLA.PE QL70592 - g .684 F 684 C.A.N.3578• a.� �• I 3.141 � �.�_____3.141---�1 � -� l�-1.375-�1 L1.375---Jdrowino no C2 . ' U VENT BOTTOM RAILS 6A � FRAME SILLS 2A qAPR 2 5 201 [W06-34 NOTE: EITHER SILL CAN BE USED sheet OOf 7 A Z I H N N � nS - �3b N Too g _o IV N • • • • •• Goo • • •• • • •• • • �CvisiOnS: ••• • a ti(wmwe rAm( WOW. L.u.i. a ) AL-FAROOQ CORPORATION no a e escr ion ENGINEERS&PRODUCT DEVELOPMENT srolc 1/Z'= 1' 8 11.06.06 HEV.PER 8CC0 COMMENTS T.M. WINDOWS LLC. ENGINEER1235 S.W. &AVE ,O C 01.10.08 OLA58 k RE)MF,OP00NS ADD tlr. 641 N.W. 1 TH MIAMI,FLORIDA 33174 a• �l- WJIID_ D 05.12.09 UPDATED FOR 200 � * � � • Cj W E 01.18.12 NO tMARCE 1Mb sf4i • P P N B 33469 7Q(305)264.8100 FAX (305)262 78 v '� °Ulm _� @FA%. (9*) 781-5078 CUNP-ANL\W06-341AIW CITY M®�E BY MI-DADE COUNTY PiRODUCT CONTROL SECTION DEPARTMENT OF PERMI OPMN AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.iniatuida(le.gov/vera SIW Impact Windows,LLC 975 S.Congress Avenue,#102 Delray Beach,FL 33445 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION Clipped,Eztruded_Aluminum_TubeMullion , APPROVAL DOCUMENT: Drawing NoM . 07-04,titledAlu " minum Tube Mullions",sheets 1 through 7 of 7,dated 10/01/07,with revision C dated 12/06/11, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance 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 pi � o oided-to the user by the manufacturer or its distributors and shall be available� inspjct of as tbej9j�.e at the request of the Building Official. This NOA revises and renews NOO,'#J4100UM W consiS'ts of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation wai reyLgwed by r4gguel Pgrez,P.E. • • . . •" ••• NOA No. 12-0221.09 CMIAMnADO 11nn Expiration Date: November 21,2017 ... .,�lf4�. Approval Date: April 26,2012 . Page 1 _..,,,.., w..,»�....... ... O.O .L . . SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-04,titled"Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07,with revision C dated 12/06/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 ' along with marked-up drawings and installation diagram of series 100 mulled single hung windows,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-07-4107, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA#07-1016.06) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per SFBC 3603.2(b) along with marked-up drawings and installation diagram of series 100 mulled single „ hung windows,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#0 7-1016.06) 3. 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 series 100 mulled fixed windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07=1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation,dated 08/13/09 and revised on 09/14/10,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#10-1004.01) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs(PERA) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . • Manuel P.E. •• •• •• Product Cont1 Ex finer ••• ••• ••• NOANo. - 221.09 Expiration Date: November 21,2017 ... ••• Approval Date: April 26,2012 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated December OS, 2011, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion—L.M.I., approved on 11/11/10 and expiring on 11/21/12. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . • Manuel Per , •• •• • •• Product Control ami r ••• ••• ••• NOANo- 12- .09 Expiration Date: November 21,2017 ... 0 Ire-..• Approval Date: April 26,2012 2• . . . . . . . . . . . .. .. . . . .. .. ... . . • ••• • 0 ,amu - o ---------- m � ------i p F W O i i-----i- Q W i 0 ----- it II--- ------'T i II I – TYPICAL 4.0004.000 __ -- �) __; I A. III I 1 GLAZING PRODUCT /Q�:rO LL gym Fr' ryJ--1 TliJTi VVv o 1.ODo p -- _�JIIPJL___J ULRJi {�W TYPICAL 11 --- a WINDOW FRAME �I 8.000 —� T� 3.000 4.000 m z + Z ._2.000–�I •••• O �N • • J O MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS ' •' ; • ••• HORIZONTAL OR VERTICAL • + • w p a w • •••• •• • M z•��1•• SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING • 2 qqn • • •••••• Z �� ••.••� •• :•. Q 3� •� 491 • • •+••••• IM •• MULLION SYSTEM IS RATED FOR LARGE MISSILE PACT. • AND CAN BE USED WITH ALL MIAMI–DADE COUNTY APPROVE •• • �' •• IMPACT AND NON–IMPACT RESISTANT PRODUCTS. •• • • ••• • • • c R •• • g w o RECTANGULAR ALUMINUM TUBE MULLION c 10 USING MULLION PROPERTIES ONLY N g g NOTES: S THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING •g o HIGH VELOCITY HURRICANE ZONE(HVHZ). INSTRUCTIONS: 11t ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE USE CHARTS AND GRAPHS AS FOLLOWS.APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 — WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER FOR PARTICULAR OPENING. n LOADS TO THE STRUCTURE, USE MIAMI–DADE COUNTY APPROVED GLAZING PRODUCTS – STEP 2 S ANCHORS SHALL BE AS LISTED, JAVADADAHMAD PRODUCTREVIWDSTED,SPACED AS SHOWN ON DETAILS, EMBEDMENT MEETING ABOVE LOAD REQUIREMENTS. . CML TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO,TILE ETC.). STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT FLA PEP 70802 °o—plying with UID pleft b � APPROVAL. C.A.N.9538 BoildIhS Code ANCHORING CONDITIONS OTHER THANTHOSE SHOWN IN THESE DETAILS Acopplanm No ARE NOT PART OF THIS APPROVAL, STEP USING CHARTS ON SHEET 3 SELECT MULLION SIZ-WITH Ea kation Dara �7 i 4 a` o A LOAD DURATION INCREASE IS USED N1 DESIGN OF ANCHORS INTO WOOD ONLY. DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED I IN STEP 1 ABOVE. BY '-- � MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTOUSING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS -Q'�, Mipni aft P c1 drawing no. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS I STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN,RATING OAC M07-04 OF 2010 FLORIDA BLDG.CODE SECTION 2003.8.4. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ( (sheet ) of 7 _ )^--1.250-^� 3 1.000 1.000 i �o sso I o .375 TQ 1- z -� 1.000 25 I w TYP. .125 2.s00 Q IL " m ,125 .125 O g 4,500 1.530—�{ a 4.000 4.000 I ar lllO--- LL 3,000 •.12P —_3.750 -=iL O w e1 TCH az>a 8 .u L Lj .375 �. OPTIONAL o • .250 MULLION CLIP (6063-T6) J�wa 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 (ALT. TO ANGLES) OIL Q W�€ � STD, MULLIOLi N STD. MULLION CUSTOM MULLION CUSTOM MULLION CLIP LENGTHS MUST BE CUT TO FIT SNUG -...� 6063-T6 6063-T6 6063-T6 6063-T6 INTO 1BY TUBE MULLIONS, - --- N N i^-2,000--^I 2.000-.._� _ Z A I I p N 1.890-- •00000 J O .. • • • LJ ----2.000- -- 2000 .125 250 000:0• 0000 • m �N�•• r - -� NP. TYP, .125 2.500 •••••0 • ~ 1.030 -� • • 0000•• Z L) .125-- .250 8.000 8.000 *Soo • g •, •? TYP' TYP' 0000•• • ••• J N N 4.000 4.000 -_ �..� •••••• •••• • Q 3.750 0000•• • NOTCH • • • OPTIONAL • • • • •• 0000•• _ •• • • ••• 0 •• • MULLION CLIP (6063-T6) 2 X 4 2 X 4 2 X 6 2 X 6 (ALT. TO ANGLES) STD. MULLION HEAVY MULLION STD, MULLION HEAVY MULLION CLIP LENGTHS MUST BE CUT TO FIT SNUG �?9 4 6063-T6 6063-T6 6063-T6 6063-T6 INTO 20Y TUBE MULLIONS. NOTCH N o OPTIONAL g dI 125 0 2.000 Nt Engr.JACMLAHMAD PRODUCT REVISED •II FLA PE/70592 as comPiyinS with Bte 109fMe Q L CA.N.:5538 cptAcceptanceNo/2. Expjration Dale BY —� —2.000--�I p4iami adc Prod7/7 drawing no. ANGLE CLIP 9g 011 M07-04 6063-T6 sheet 2 of 7 DESIGN(AAD CAPACITY - PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) �u 1-1/4 1-1/4 1-I 4 WINDOW DIMS. 1 X 3 1 X 4 1 X 4 4 1/2 2 X 4 2 X 4 2 X 8 2 X 8 WINDOW DIMS._ 1 X 3 1 X 4 1 X 4 4-1/2 2 X 4 2 X 4 2 X 8 2 X 8 WINDOW DIMS. 1 X 3 1 X 4 1 X 4 4-1/2 2 X 4 2 X 4 2 X 8 2 X 8 t` WIDTH(W)MULL SPAN STD. STD. CUSTOM CUSTOM STD, HEAVY STD. HEAVY WIDTH(W)MULL SPAN 9TD. STD, CUSTOM CUSTOM STD. HEAVY STD. HEAVY WIDTH(15�MULL SPAN STD. STD. CUSTOM CUSTOM STD. HEAVY STD. HEAVY m 19-1/8' 130.0 130.0 1300 130.0 130.0 170.0 130.0 130.0 19-7/6" 64.3 130.0 130.0 130.0 130,0 130,0 130.0 130.0 19-1/8" - 37.9 59.3 78.9 55.3 98.7 130.0 130.0 0 Of Z 26-1/2" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2" 48.4 99.5 130.0 130.0 1700 130.0 130.0 130.0 28-1/2' - - 42.8 56.9 39.9 71.2 111.0 130.0 ZZ o - _-- __.-. 30' 130.0 13_0.0 130.0 _130.0 130.0 730.0 130,0 IJ0.0 30" 41.0 87.9 130.0 130.0 128.4 130,0 130.0 130.0 30" - - 37.8 50.3 3513 62.9 98,1 130.0 Q _ 37" 130.0 130,0 170.0 130.0 IJ0.0 130.0 130.0 130.0 37" 33.2 71.3 111.8 130.0 104.1 730.0 130.0 130.0 37" - - 30.6 40.8 - 51.0 79.5 130.0 �.O g -------- - - �..._-- ------- ----- m 42" 130 0 130.0 130.0 130.0 130.0 130.0 130.0 150.0 42' - 62.8 98.3 127.5 91.7 130.0 130.0 130.0 42" - - - 35.9 - 44.9 70.1 128.7 0 1 .. 38-3/8" -- - 0 - 2D" - -- a 48" 130.0 130.0 130.0 170,0 130.0 130.0 730.0 130.0 48' 78" - S4.B 88.0 111.5 80.3 T2110 .0 130.0 48" - - - 31.4 39.5 61.3 112.6 O 54" 130.0 130.0 130,0 130.0 130.0 130,0 130.0 130.0 54" - 48.8 76.4 99.1 71,4 .0 130.0 54" - - - - 34.9 _54.5 100.1 p BO' 123.8 130.0 130,0 130.0 130.0 170.0 770.0 130.0 60" - 44.0 88.8 89.2 84.2 .0 130.0 60" - - - - 33.1 49.0 80.1 7 a 88 112.5 130,0 130.0 130.0 1300 130.0 130.0 130.0 Be" - 40.0 82.5 81.1 58,4 ,7 130.0 Be' - - - - - 44.6 81.9 a O V1 72" 103.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 71" - 78.8 57.7 74.4 53.5 8 130.0 72" - - - - - 40.9 75.1 a 4>Q 19-1/e' 130.0 130.0 130.0 130.0 IJ0.0 130.0 130.0 130,0 19-1/8" 51.5 *44.08 130.0 130.0 0 130.0 19-1/8" __ 44.5 59.3 41.8 74.1 115.8 130.0 26-1/2" 130.0 130.0 170.0 170.0 130.0 150.0 130.0 IJ0.0 26-1/2" 37.2 130.0 118.4 .0 130.0 26-1/2" - 32.1 42.8 _ __53.5 83.4 130,0 � 3 JO` 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 JO" 32.8 130.0 102.8 130.0 130.0 130.0 30" - v 57.8 47.3 73.7 150.0 Q Z yl ___ __ ._ _J7" 115.3 730.0 130,0 130.0 130.0 130.0 130.0 130.0 37" 118.8 83.4 130.0 130.0 170.0 37" - - - 30.8 - 78,3 50.8 109.842° tOL6 170.0 170.0 IJ0.0 130.0 170.0 150.0 170.0 42" B4„ - 104.7 73.5 130,0 1300 130.0 42" 132" ---- -- - 37,8 52.8 907 Q w OUSO-5/8" .- ..48` BB.B 130.0 130.0 170.0 150.0 170.0 130.0 170.0 48" - 81.8 84.7 114.8 130.0 170.0 4B° 48.1 84.8 _ _ __-.__ _ _ Be 79.0 127.2 130.0 150.0 130.0 130.0 130.0 130.0 54" = 39.1 81.2 81.4 57.1 101.9 123.1 130.0 54" - - - - 40.8 75,2 60" 71.1 114.5 130.0 130.0 130.0 130.0 130.0 130.0 60" 35.2 55.1 73.3 51.4 91,7 112.6 130.0 80" - - - - - - 36.8 67.7 _ _ _ N 86° 84.7 104.1 130.0 730.0 130.0 130.0 150.0 130.0 BB" - 32.0 50.1 88.8 48.7 83.4 102.7 150.0 88" _- - - 35.6 81.5 m 72" 59.3 95.4 1300 130.0 130.0 130.0 130.0 130.0 72" - - 45.9 61.1 42.8 78.4 93,8 130.0 72' - - - - - - 30.1 •5l.4 W V .� 19-1 8" 122.1 130.0 130.0 130.0 170.0 170.0 130.0 170.0 18-1/8' 34.5 74.0 115.8 130.0 108.1 130.0 130.0 130.0 19-1/B' - - 34.3 45.8 52.0 57.1_ 1 O �IV_•� 26-1 2" _88,1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2" - 53.4 83.5 111.2 78.0 130.0 130.0 130.0 28-1/2" - - 32,90 -o •41.2 84.3_ 118.0 O• 30" 77.8 1300 130.0 130.0 130.0 130.0 130.0 130.0 30' - 47.2 73.8 98.2 88,9 122.8 _130.0 130.0 30" - - - - •- •38.4 58.E •IAV.a 37` 83.1 119.9 130.0 130.0 150.0 130.0 130.0 170.0 37" - 38.2 59.8 78.6 55.9 88.8 130.0 150.0 37" 144" - - - - - 8 84. •. 42" 6J" 55.8 105,8 130.0 130.0 130.0 130.0 130.0 130.0 42" - 33.7 52.7 70.1 49.2 87.7 123.1 130.0 42' - - - - • ]40 .5 74.5 W Q 48" 48.8 92.4 170.0 130.0 130.0 130.0 170.0 130.0 q8" 96" - - 48.1 87.4 43.1 78.8 107.7 730.0 4B" - - - - - - 5.5 •65.2 ED 54" 43.2 82.2 128.5 130.0 120.0__130.0 130,0 130,0 54" - - 41.0_ 54.8 38.3 88.2 __BS.B 730.0 54" - - - - •-• - .5 60" _38.9 73.9 115.7 130.0 108.0 130.0 130.0 130.0 80' - - 36.9 49.1 34.4 61.4 86.2 130.0 • • •••••• Of V ?' 08" 35.487.2 105.1 124.3 95.2 1 130.0 130.0 130.0 1 66" - - 33,5 44,8 31.3 55.8 78.4 150.0 0000 • 7 Q }SNC 72" 72.4 81.6 98.4 114.0 90.0 130.0 170.0 130.0 72" - - 30,7 40.8 - 51.2 71.8 150.0 ARCHES TO BE INSCRIBED Z INSIDE RECTANGULAR SHAPE •••••• • ••• •••. 19-7/8° 74.8 130.0 17010 1_70.0 170.0 130.0 130.0 130.0 19-1/8" - 51.9 81.3 108.2 75.9 130.0 170,0 130.0 0 0 HORIZ%NTAL I61LUJN 28-1/2' 53.8 _116.4 130.0 130.0 130.0 130.0 130.0 130.0 28-1/2" - 37.5 58.7 78.1 54.8 97.7 130.0 130.0 f00 00 Q 30" 47.5101.9 130.0 130.0 130.0 130.0 130.0 130.0 30' - 33.1 51.8 89.0 48.4 86.5 150.0 130.0 � --• WO 37' 38.5 82.8 129.3 130.0 120.7 130.0 130.0 130.0 37" - - 42.0 55.9 39.2 70.0 109.1 130.0 4 CL�ZIN® 3 42" 73.9 72.8 113.9 130.0 106.4 130.0 130.0 13D.0 42" - - 37.0 49.3 34.8 81.6 98.1 13D.0 VERTICAL • PRODUOi \�ji" 74-7/4" - - -0 108" MULLION _ • 48' - 83.7 _99.7 123.1 93.1 130.0 130.0 130.0 /B" - 32.4 43.1 30.2 57.9 84.1 130.0 p z • 54° :71 8.6 88.6 109.4 82.7 130.0 130.0 130.0 54" - ----783. - 47.9 74.7 130.0 $p GLAZING GLAZING �I 7 • • BO" - 31.0 79.7 88.8 #41430*0 130.0130.0 60" - - - 74.5 - 43,1 67.3 123.6 [ PRODUCT PRODUCT 7[86 .3 72.5 BB.5 0.7 1300 130.0 88" - - - 32.3 - 404 61.2 112.3 GLAZING GLAZING72' - 4210.8 120.1 130.0 72" - - - - - - 58.1 103,0 6 PRODUCT PRODUCT o ALL LOADS ARE EXT.(+)/INT.(-). ` @ Fes_ wi- - 2wLI g MULLION SPAN t TYPICAL MULLION ARRAN M NTSo S [�<m� NOTE• WIDTH (W) = w1 2 w2 ---- MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. En r.JAVAD AHM4U 4 1 0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) ° Gem PRODUCT REVISED FLA PE B 70592 as complying with the Fludd6 y CAN. 538Ao building Code #' �. Bxpcf atl ion Date/ /7 $ MULLIONSM,em e f01Uet drawing qp MO7-04 Fy11 Bheet 3O DESIGN LOAD CAPACITY - PSN DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF U N WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE o WIDTH (W) MULL SPAN A B C D WIDTH (W) MULL SPAN A D C D WIDTH (W) MULL SPAN A B C D o 19-1/8" 130.0 130.0 130.0 130.0 19-1/8" 114.7 130.0 130.0 130.0 19-1/8" 74.5 120.5 90.4 130.0 Z j 26-1/2" 130.0 130.0 130.0 130.0 26-1/2" 82.8 130.D 100.3 130.0 26-1/2" 53.8 86.9 65.2 130.0 0 �0 0 - __._ _� �I 7 __._ 30" 130.0 130.0 130.0 130.0 30" 73.1 118,2 88.8 130.0 30" 47.5 78.8 57.8 115.2 Q N _.-__- _.T 37" 120.5_ 130.0 130.0 130.0_ 37" 59.3 95.8 71.9 130.0 37" 38.5 62.3 46.7 93.4 99 C 42" / 106.1 130.0 128.7 130.0 42" 78,• 52,2 84.4 63.3 128.6 42" 120" ---33.9 54.9 41,1 82,3 J 38-3 8" 48" 92.9 130.0 112.6 130.0 48" 45.7 73.8 55.4 110.8 48" 29.7 48.0 36.0 72.0 54" 82.6 130,0 100.1 130.0 54" 40.8 85.8 49.2 98.5 54" 26.4 42.7 32.0 64,0 at 60" 74.3 120.1 9_0.1 130.0 80" 38.6 __59.1 44.3 88.8 60" 23.8 38.4 28,8 57.8 .n4 66" 67.5 109.2 81,9 130.0 66" 33,2 53.7 40.3 80.6 66" 21.6 34.9 26.2 _ 52.4_ - -.- _ Sry IL 4 8 72" 61.9 100.1 75.0 130.0 72" 30,5 49.2 36.9 73.0 72" - 32.0 24,0 48.0 p a'a q N Q°6WC 19-1/8" 130.0 130.0 130.0 130,0 19-1/8" 108.5 130.0 129.1 130.0 19-1/8" 67.8 tOB,5 82.1 130.0 G 26-1/2" 127.5 130.0 130.0 130.0 28-1/2" 76,9 124.2 93.2 130.0 26-1/2" 48.9 79.0 59.3 718.8 Q it M; 30" 112.6 130.0 130.0 130.0 30" 67.9 109.7 82.3 13010 30" 43.2 69.8 52.4 104.7 IL Z - _ i -N f 37" 91.3 130.0 110.7 130.0 37" 5510 89.0 66.7 130.0 37" 35.0 56.6 42.5 84,9 Q 42" 80.5 130.0 97.5 130.0 42" 48.5 78.4 58.8 117.8 42" 30.9 49.9 37.4 74.8 50_5/8'• _ 84" .._ .5 5&-_ 132" �- C � 48" 70.4 _ 113.8 85.3 130.0 48" 42.4 88.6 51.4 102.9 48" 27.0 43.6 32.7 65.5 ---"- 54" 62.8_ 101.1 75.9 130.0_ 54" 37.7 61.0 _45.7 91.4 54" 24.0 38.8 29.1 58,2 e 80" 56.3 91.0 58.3 130.0 80" 33.9 54.9 41.1 82.3 60" 21,6 34.9_ _ 26.2 52.4 to i 88" 51.2 82.7 62.1 124.1 66" 30,9 49.9 37.4 74.8 66" - 31.7 23.8 47.6 •••••• Z JUJ n 72" 46.9 75.9 58.9 113.8 72" 28.3 45,7 34.3 88.6 72" - 29.1 21.8 43.6 0 • 0000 _.0�••.• 19-1/8" 130,0 130.0 130.0 130.0 19-1/8" 93.2 130.0 112.9 130.0 19-1/8" 52.1 100.4 75.3 130.0 •••• • ••• � z*, 26-1 2" 102.5 124.2 130.0 26-1/2" 67.2 108.7 81.5 130.0 26-1/2" 44.8 72.5 54.3 108.7 • • 0 -- 30" 00000• •• • Lit � •i•i 80.5 130.0 109.7 130.0 30" 59.4 96.0 72.0 130.0 30" 39.6 64.0 48.0 88.0 Q 37" 73.4 118.6 69.0 130.0 37" 48.2 77.8 58.4 116.8 37" 144" 32.1 51.8 38.9 77.8 •0 0 0 0• • Go atn 42" 64,7 104.5 78.4 130.0 42" 96, 42.4 68.6 51.4 102.9 42" 28.3 45,7 34.3 88.6 •••• 0 0 Wi f- d, 48" 58.8__91.4 68.6 130.0 48" 37,1 60.0 45.0 1 90.0_ 48" 24.8 40.0 30.0 80.0 • • •0•0 0• U� 54" 50,3 81.3 61.0 121.9 54" 33,0 53.3 40.0 80.0 1 54" 1 22,0 35,8 28,7 53.3 1 •••• • z L1' 60" 45.3 73,1 54.9 109.7 60" 29,7 48.0 36.0 72.0 000000 • ••• i�•? HORIZONTAL MULLION • • • • 'a 68" 41.1 66.5 49.9 99.7 66" 27.0 43.6 32.7 65.5 ANCHORS -!n ANCHORS •• •• •• • J .• y( 72" 37.7 61.0 45.7 91.4 72" 24.8 40.0 30.0 60.0 T1PE A,B,C OR 0 ttPE MB,C OR D ARCHES TO BE INSCRIBED WWG&%TNNGULAR SHAPE • N4 19-1/8" 120.5 130.0 130.0 130.0 19-1/8 82.8 133.9_ 100.4 130,0_ - __ • 0.-0_ 26-1/2" 86.9 130.0 105.4 130.0 26-1/2" 59.8 96.6 72.5 130.0 OIAZING • • • • - -_ VERTICAL iii PRODUCT �� • 0 3 :••••• 30" 76.8 124.1 93.1 130.0 30" W.885.3 84.0 128.0 37" 62.3 100,6_ 75.5 130.0 37" 69,2 51.9 103.842" 54.9 68.7 88.5 1300 42" 61.0 45.7 91,4 <74-1/4" 108" GLAZING48" 48.0 77.6 58,2118.4 48 53.3 40.0 80,0 PRODUCT PRODUCT ETAIL I 3 •• • o Ln v� 54" 42,7 89.0 51.7 103.4 54" 29.3 47.4 35.6 71.7 C t` 60" 38.4 82.1_ 48.5 93.1 80" 28.4 42.7 32.0 84.0 GLAZING GLAZIN RS AU(r ,BCCOOR 0 q 138" 34.9 56.4 42.3 8416 _ 66" 24.0 38.8 28.1 58.2 PRODUCT PROD ANCHORS _ • g 72" 32.0 51.7 38.8 77.6 72" 22.0 35.8 26.7 53.3 ANCH OR D -- y ALL LOADS ARE EXT.(+)/INT.(-). Wi W2 MULLION SPAN{� 00 �� NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER TYPICAL MULLION ARRANGEMENTS ---' LOCATIONS AT HEAD, SILL OR JAMB ENDS. _ W1 + q4q ° Q3 FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. WIDTH (W)_ 2 W2 EnCML socomplyingwiththePlmM• d 3 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) FgO.APNE 70 .35rt JAVAD Ali PRODUCT REVISED 385 2 B.Ildil Cody Accoptmco No 12-02'2(.01' �• E1gliratioe Dale ' Miami adc Product drawing no. ANCHORS M07-04 " C.heet 4 of 7 3 1/4"DIA. ULTRACONS 1/4"DIA. ULTRACONS Ed. 2 PER CLIP(1 ON EACH WING) AN 1 PER ANGLE 0 ----W W b� Ed, db II jl II 0 1 /P II II --------- \-Y I�l�l�l f 1 X14 SMS J I I 2 X 2 X 1/8' g 4 Q Q g WOOD BUCK u FLOATING CLIP F----------�I 1-3/8"O.C. MIN.- I1 I ALUM ANGLE O \ 1 1 1 I I 2 PER ANGLE U U ♦Y{ m tttQLL�� ALTERNATE I I ANCHOR LOCATION a W if a e m 1/4"DIA, ULTRACONS 1/4"DIA. ULTRACONS •••••• Z (j 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE • • •••• ��j•• ,-EDGE DIST. • • • I(— •• • • ••• i • • • • W 0<0 I I I I •••••• • m ��'J• • • •••••• t,(� t l I I 2 BY I Ot jl Ij WOOD BUCK •••••• • ••• tw•••. II II 11 OR • • • • • _ •N 2BY a II it 2X2% 1 B" _< p �lV�I WOOD STRUCTURE xa I ALUM ANGLE J ••�}rq ----------- WOOD BUCK 3 I I I •• •• •• • J•C OR I FLOATING CUP I I u7 WOOD STRUCTURE I v I U Lj :00:*: • Q I #14 SMS 1 1 I 1 1 1-3/8"O.C. MIN. • • • • 1 1 2 PER ANGLE •••••• • • • • • • 0*0 �• 1/4" DIA. ULTRACONS BY'ELCO' •• • ULTRACONS MAYBE HEX OR FLAT HEAD 0 _ W SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT WOOD t" 1-3/8" a I ---�- BLOCK 2-1/2" 1_1/4" i I I CONCRETE 2-1/2" 1-1/2" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. •$�1 g �j II II CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED > $ II WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR < L--- __ WATER-WHITE METHACRYLATE LACQUER. �� M Engr:JAVAD AIiMAD PRODUCTREVISED q t o • CIVIL m Complying with 140 Wedm b I FLA.PC,#70592 BulldingCodo n • " •Ed.. . C.A.N. 538 Acceptmce No G iretionData /7 1/4" DIA. ULTRACONS By 2 PER CLIP(1 ON EACH WING) 0cl1 drawing no. ANCHORS TYPE 'A b M07-04 sheet 5 of 7 1 4 3 1/4"DIA. ULTRACONS _1/4"DIA. ULTRACONS 1/4"DIA. ULTRACONS Ed. 2 PER CLIP 1/4"DIA. ULT S a 4 PER CLIP(1 ON EACH WING) 2 PER AN (1 ON EACH WING) 1 PER ANGLE Ed. 2" 0 t✓AIN i " Q III--- z MIN. a a Ed. 11' II II I r 11 11 II II 7 11 It I I 11 FLOATING CLIP II I I 2 X 2 X LE/ O M N 11 t I I I v I I 11 ALUM ANGLE Q' W tr1 g Ed." 18i �� )/1 I I 2 x 2 x 1/b" I N74 SMS U U d a ------"- ; WOOD BUCK i v i FLOATING CLIP LI U ALUM ANGLE IL_______.._ I I 2"O.C, MIN, I I Q aC r C I I 1 I N14 SMS I 1 I 2 PER ANGLE I I �!OD I I I 1-5/8"O.C. MIN. j I I I I �tai 3 v 1 2 PER AN N b 1/4"DIA. ULTRACONS 1/4" DIA. ULTRACONS •••• V) a Ed. 1" MIN. 4 PER CLIP(1 ON EACH WING) 2 PER AN*1E AA • i 2 (J,Jj I i I •••••• •• • w $ I I ; � i•••.. • m =tn 'I P I 1 ••• • • ~ � an'I Y2 II II II ' M •••• • •••2BY - •CJ•�1• WOOD BUCK I I i j I I I I ° °. ... • •"00 •••• :} fi ----- -- I W000 Ilv�1 FLOATING CLIP I I t l ALUMANGa'I I u `, Q LA J •••• (np I STRUCTURE I I N14 SMS j ' a 3_MIN. • • • 2" O.C. MIN. I I • • • • 1 2 PER ANGLE I 1 Ed. •••••• 1/4"DIA. ULTRACONS • • • • 2 PER CUP(1 ON EACH WING) • • • •• • • it• •• • N MIN. p 1 41 N m 3 g 1/4"DIA. ULTRACONS BY'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD m$ o p p n a m SUBSTRATE Ed, a MIN. EDGE DIST. MIN. EMBEDMENT •m _—_ o WOOD 1" 1-3/8" ALTERNATE g<m o BLOCK 2-1/2" 1-1/4" ANCHOR'LOCATION O ALTERNATE "-—_-- --------- ANCHOR LOCATION CONCRETE 2-1/2" 1-1/2" _ I - _--- ---- ----- 1 Engr;JAVAD AHMAD PRODUCT RBVISBD n Q I ALL CLIPS AND ANGLES TO FIT SNUG ITUBE MULLIONS. j j CIVIL nscomplyingwith theFludb 4 I I CLIPS OR ANGLES CONNECTED DIRECTLY NTO TO MASONRY TO BE PROTECTED I 1 M.PE/70592 Building Code d M I I WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 1 GA,N. 53e Acceptnnoe Alp( Qf,QdJ '. WATER-WHITE METHACRYLATE LACQUER. _ Lapuenon Date I7 a t Mlmn ada Product draw, ANCHORS TYPE V ANG MRS TYPEC' M07-04 sheet 6 of 7 lu Ed. _ 4 PER CLIP (2 ON EACH WING) # 14 S.M.S. o 2/CHANNEL TUBE MULLION Z j �. MIN. ° ...°. ° W o-1 J a TSIDE 1tl I X14 F.H.______ __---__ -FLOATING CLIP 2/ (,7 ISNU 1/8"THICK ALUM �'0 M o LENGTHITO NTO FIT SNUG I LLIONIt ❑ W 3 ry r I I (d3 I I TUBES MAY BE NOTCHED LL Z U)E v 1 AS SHOWN TO ALLOW INSTALLATIONto I I OF CUP ANGLE 2 N MN a J I I I CAULK JOINT AFTER ASSEMBLY Q W O14 FH SMS ---j 2 PER CLIP FOR CHARTS A. B OR C 3 PER CLIP FOR CHART D ACCESS HOLE 1-1/2"O.C. MIN. e Ed. 1/4"DLA. ULTRACONS.. rn 2 PER ANGLE •••• Z S • • Q V N N _. z---- --- La • • • ••• 7 4N N N _ • m �J �� I I i I I I � •• I I I I I I � I � • • • • F- y�_ THIS SCREW CAN BE I • •••••• (I-j C7�I I I I I I 2 X 2 X 1/8" I 14 FH SMS ••• • Z U�n/=N INSTALLED IN ERHER I DIRECTION I 2 PER CLIP I L_ _____ _____ _J U lJ ALUM ANGLE I i"O.C. MIN. ••:• •• :•: j ��•� X14 SS SMS i 1 #14 SMS 1 I •• •I •• • J 1 1/2" 1 1/2" 1-1/2"O.C. MIN. I Q 5 3 PER ANGLE I 3 PER ANGLE I •• ••• • 00)CO 1-3/4"X 2"K 1/8"(FOR 29Y TUBE)• • • • 3/4"X 2"X 1/8"FOR(1BY TUBE) •••••• • LOCATION OF SCREWS CONNECTING ANGLES CUT TO FIT SNUG ALUM ANGLE • • •TUBES WHERE ANGLES ARE NOT FIT SNUG ••• • IN INSIDE TUBE• • • ••• INTO TUBE MULLIONS. • • • � ANCHORS TYPE 'D' ANCHORS DETAIL #1 •• • o e METAL TO METAL CONNECTION N S U u 1/4"DIA. ULTRACONS BY'ELCO' ULTRACONS MAY BE HEX OR RAT HEAD SUBSTRATE Ed. __MIN. EDGE DIST. MIN. EMBEDMENT y$o WOOD 1" 1-3/8" N o BLOCK 2-1/2" 1-t/4" CONCRETE 2-1/2" 1-1/2" � ---� ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. n CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Eugr:JAVAD MAD PRODUCT REVISED CNIL Q 9 q WITH ALKALI-RE SIFSTANT COATINGS, SUCH AS BITUMINOUS PAINT OR E gq as complying wwiththe 171011116lM d WATER-WHITE METHACRYLATE LACQUER. CA. 3538392,. Building Co' n AceeptenaeNo O22t.09 Ex'ration Date I7 B O Miomi adcitredeot u drawing no. M07-04 C-1 7 of 7 5114/2015 Florida Building Code Online r a R � 0 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats &Facts Publications FBC Staff BCIS Site Map Links Search Business Professional ( Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail mFL # FL15726-R1 2vt Application Type Revision Code Version 2010 Application Status Approved Comments • Archived •• ••• na Product Manufacturer T M Windows LLC •••• Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com ' . . . . ...... v Authorized Signature Javad Ahmad •• ••• • alfarooq@afceng.com • Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email CM) Category ( Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida https:/Annw-floridabo ilding.org/pr/pr_app M.asp)Opararrr-wGEVXQvADgt3elSAJnEOW9xvDFWdJI)dQJy9bahOmAzy%2b%2flV&ti24Vg%3d%3d 1/3 5/14/2015 Florida Building Code Online Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Christian Langley, PE Validation Checklist - Hardcopy Received Certificate of Independence FL15726Rl_COI_TM Windows - CI.PDF Referenced Standard and Year (of Standard) Standard Year TAS 201-94 1994 TAS 202-94 1994 TAS 203-94 1994 ." . . 0000 0000.. Equivalence of Product Standards Certified By •••••• • 0000.. 66.9 • • • • •••• • 066.6 Sections from the Code ••••.• . ... 6...6' 96 66 66 6 ..966. 69.66. 9 6 . . . 0 6 9900.0 ...... 66 0 0 906 6 6 Product Approval Method Method 1 Option D 0.0 • Date Submitted 08/23/2012 Date Validated 08/24/2012 Date Pending FBC Approval 08/28/2012 Date Approved 10/09/2012 Date Revised 02/25/2015 Summary of Products FL# ; Model, Number or Name Description 15726.1 Series-390 Aluminum Sliding Glass Door , Large Missile Impact resistant aluminum sliding glass door. https:/Amwv.floridaW Iding.org/pr/pr_app_dtl.aspx?pararrr-wGE\/XQvADgt3el SAI nEOW9)o,0 FIddJ[)dQJy9bahOm4.zy%2b%2flWniFi24Vg%3d%3d 213 5114/2015 Florida Building Code Online j Limits of Use ' Installation Instructions Approved for use in HVHZ: Yes I FL15726 R1 II 390 Alum SGD (LMI) W12-31.PDF Approved for use outside HVHZ: Yes Verified By: Javad Ahmad PE #70592 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +80/-95 Evaluation Reports Other: See drawingW12-31 for an vs. load and anchor p type FL15726 Rl AE 390 Alum SGD (LMI) - PAE.PDF i combinations and installation details. Created by Independent Third Party: Yes _......_...__._._ .___.._._.--___- .-._.----___.._----.---------.___-- ___---._.-.-- _.-----------.._.--___.-- _... 0 Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 6666 eCheck • • 6666 6666•• 6666•• •• • 6666•• c�i urit� .+; • 6666•• • • • r .� 6666•• 6666 • • • • • • 6666•• 6666 • 6666• • 6666•• • ••• 6666• •• •• •• • 6666•• 6666•• • • • • • • • 6666•• •660.0 • • • 6.6.6• 000 0 0.6 • https://v mv.floridabuilding.org/pr/pr_app_Ml.aspx?pararrr-wGE\XQvADgt3elSAInEOW9xy0FlddJI)dQJy9bahOmAzy°%o2b%2flWniH24Vg%3d%3d 313 ' HEAD ANCHORS 4.0 3 CLUSTER OF 4 OR 6 AT STILE ENDS SEE CHART ON SHEET 3 24"MAX FOR CAPACITY N Z 3 HEAD 0 H Z V TYR W n J 220 3/8" W 0 < DOOR WIDTH 0 O HEAD/X. SILL A V 0 of CORNERS 04 Q R �_ �tq CD 1 QW3� N 1 i, WZ�f _ fL I C^� to a II II to OC) J II u • • � n II • • • 6-660 j Ll • • • . 4= 0" � $3• m 48 //8" 48 1/8" •••••• E5 1�9 n •9' FAlSEOPTIONAL IE D.L. OPG. D.L. OPG. •••••• • • p W w 56 1/8" • • • • N a PANEL WIDTH 56 1/8' 24' 1111A11. •• •• • PANEL WIDTH SIL ••••• • j • • • •• •i • j THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. • • • • SHUTTERS ARE NOT REQUIRED. TYPICAL ELEVATION •• • •••••: • c • c 2 TRACK FRAMES SERIES-390 ALUMINUM SLIDING GLASS DOOR Z= ATLL ANCHORS OF 4 °• AT STILE ENDS DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART AT 3"O.C. SHOWN ON SHEET 3. of � c •" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - H ° REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER '> O Q HURRICANE ZONE (HVHZ). IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i...WHERE THE SITE CONDITIONS DEVIATE FROM THE v E D.,\• 1 ttr ('�,' WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 6-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PU(i E 1 f I• �r' ��`"' LOADS TO THE STRUCTURE. INSTALLATION OF THIS PRODUCT BASED ON THIS PROQU�`T< I n o PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CON N ,L@ EEEnnn f V AHMAD' ,n ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ON THIS DOCUMENT. .! , �\' � - EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONC(•DERED IrimtLlO�l ST ALTERED BY ANY MEANS. y. V AN.J336 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY aFLORIMAGISTERED ji NOT PART OF THIS APPROVAL. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENCOW OF RREORO( 7 - $ k { FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR 1HE PR 1 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE OF THE P.E.D. ENGINEER OF RECORD,ACTINO AS DELE D drawing no. ENGINEER TO THE P.E.D.ENGNEER SHALL SUBMIT TO.7HI5 LIFER THE SITE • a• 9 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT �y, STEEL/METAL DRAWINGS FOR REVIEW. W1^�� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE X • •C"' L REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. E-THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF !, THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED n "✓ �•'. :.,�.r - sheet � of 73 2012 i i i 3 .� HEAD ANCHORS 4111 CLUSTER OF 4 OR 6 n AT STILE ENDS `� w SEE CHART ON SHEET 3 ^2 24' MAX FOR CAPACITY '� Z 3 ` HEAD O F- w a 0 0 0 0w ro c) 297 3/8" �•,O DOOR WIDTH O (~S a Al V Q m O,¢>m o OaaoN 0 Q�3gti W i M { W of o LL a m D D D D J K T / .r•� n o a w g pqj p h 10 w • • 0000• � •�� 0000 • • ••• o • • • Q o 7I 0000•• •• • � _�� B.� •••••• • o" x �••m moo ? 0000 �• • 4 a „I. •zd a W 43 3/8" 43 3/8" ••••• "ay ••• r'o d O.L. OPG. D.L. OPG. •0 •• • 51 3/8" •0000• i° �' • PANELWIDTH 51 3/8" �' • 0 • • i PANEL WIDTH '� 3" 24"MAX • • • •• TYP. SILL •••••,� u TYPICAL ELEVATION 3 TRACK FRAMES SHOWNSILL ANCHORS N i 4 TRACK FRAMES SIMILAR CLUSTER OF 4 ATTIL SE ENDS c u AT 3"O.C. H a —JAVAD AN" PE70.592' o n CAN. 38 drawing no. ' W12-31 T ' y•, � '..��"�-"L sheet 2 of 13 i i 3 ' 3/16' HEAT STREN'D GLASS 7/4" HEAT STREN'D GLASS DESIGN LOAD CAPACITY - PSF �u � LIGHT REINF. HEAVY REINF. .090 INTERLAYER .090 INTERLAYER �M j SAFLEX PVB BY 'SOLUTIA' SAFLEX PVB BY'SOLUTIA' GLASS'Gl', 'G2'&'G4'GLASS'Gl','G2' &'G4' GIASS'G3' & 'G5' <v CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 7 ANCHORS Z 3 3/16"HEAT STREN'D GLASS F 1/4" HEAT STREWD GLASS PANEL WIDTH DOOR AT STILE ENDS AT STILE ENDS AT STILE ENDS AT SOLE ENDS C rn N RICHES 94CHES EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-)SILICO 32 GE RGS 7700 a GE RGS 7700 SILICONE 36 80.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 o 0 9 li �U 9 L I 42 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 O w O1 ii °1 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 (L u a I I i 54 90 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 O n LL 35 -Hs 60 60.0 60.0 60.0 60.0 80.0 90.6 80.0 95.0 o o t�l 68 60.0 60.0 60.0 60.0 80.0 87.6 60.0 95.0 a 0 w M o It> 0 36 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 Q TL< w w 42 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 � ,Zp r i 48 84 60.0 60.0 60.0 80.0 80.0 94.4 80.0 95.0 m GLASS TYPE 'G1' GLASS TYPE 'G2' 54 60.0 60.0 60.0 60.0 60.0 88.3 80.0 95.0 u. z� M 60 60.0 60.0 60.0 60.0 80.0 83.9 80.0 95.0 7/16" OVERALL LAMINATED GLASS 9/16" OVERALL LAMINATED GLASS Y 36 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 •i 42 90 60.0 60.0 60.0 60.0 80.0 93.8 80.0 95.0 1/4"HEAT STREN'D GLASS 48 60.0 60.0 60.0 60.0 80.0 85.8 80.0 95.0 .090 INTERLAYER 54 60.0 60.0 60.0 60.0 79.9 79.9 80.0 95.0 ,on ILII SENTRYGLAS BY'DUPONT' 36 60.0 60.0 60.0 60.0 80.0 94.4 80.0 95.0 42 60.0 60.0 60.0 60.0 80.0 84.1 80.0 95.0 0 w 1/4' HEAT STREN'D GLASS 98 �t 48 60.0 80.0 60.0 80.0 76.5 76.5 80.0 95.0 N p 1 54 60.0 60.0 60.0 60.0 70.9 70.9 80.00 0 45.0 rMj I SILICONE 36 - - 60.0 60.0 60. 0 60.0 29 •u GE RGS 7700 � �• • •X0.0 � i V 9 I 42 102 - - 60.0 60.0 60.5 •80. 60.0 .0 b U! 48 - - 60.0 60.0 60.0 60.0 6047 •640 N (n==� 36 - - 60.0 80.0 60. 60.0 6 .0 O N a 35 42 109 - - 60.0 60.0 60.0• 960A 60.0 • 60.0 �m 48 - - 60.0 60.0 60.0 ,0 6 0.0 � �^ a: • * • 0000•• I Za 011S91ER OF 6 APPLICABLE �'Is ONLY Vim• � { GLASS TYPE 'G3' :: •• of a •••d4•Iu •� 9/16'OVERALL LAMINATED GLASS •••••• • • • • • d•• �1/4"TEMP. GLASS 1/4'TEMP. CLASS LIGHT RE[NF. HEAVY REINF • •• ••••• 3/8"AIR SNAUL 3/8"AR SHAL • ••0 • AVERAGE PANEL WIDTH DOOR WIDTH •• • • ••• • 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS NUMBER OF PANELS • • • _ .090 INTERLAYER .090 INTERLAYER ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE A' SAFLEX PVH BY 'SOLIJTIA' SENTRYGLAS BY'DUPONT' FOR DOORS WITH 3-1/2"SILL HEIGHTS. FOR 2-3/4"SILL HEIGHT LIMIT EXT.(+) LOADS TO 60.0 PSF 3/16' HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS FOR 1-3/4" SILL HEIGHT LIMIT EXT.(+) LOADS TO 34.7 PSF bi 0 •u i m i m SEE SHEET 4 FOR DETAILS _ o 0 0 y SILICONE i y ] SILICONE 2 GE RGS 7700 io 2 GE RGS 7700 A S, r ` 5 ` o (7 • O � III � II �•,, N I� ! Ingr:-&MAD AIMAq .1 35 35 �'] CML a s • 1 V'+�f 70592- �$ n 0 9A o 9A tJ • Y I z z x x K m m GLASS CAPACITIES ON THIS SHEET ARE '� - � wdrawingo no. GLASS TYPE 'G4' GLASS TYPE 'G5' BASED ON ASTM E1300-04 (3 SEC. GUSTS) i)'•- 'W12-31 AND FLORIDA BUILDING COMMISSION /n 1-1/16' OVERALL INSUL. LAM. GL0.55 1-1/16"OVERALL INSUL. LAM. GLASS DECLARATORY STATEMENT OCA05-DEC-219 �'`'Y"• Laip�Q --!��'�1 sheet 3 of 13 i j a z � 3 ------- C Z n OX(SHOWN) Q g N a XO Q'O o 0 xx 0 w w o a ~ LL a0wm o Q 0 Q p e pCOX OXO (SHOWN) XXX (SHOWN) ------�'"•''--'------- Q W 3 a OXX OXX ?In f xxo xxo a W O i ° m o- • -I � 1 6 t ♦ Q � 1 OXXO(SHOWN) O OXXX OXXXXO(SHOWN) • • (�� j { XXXX XXXXXX • • 0000 c$7 —'•�� • • • S w j ' APPROVED CONFIGURATIONS APPROVED CONFIGURATIONS • • • �^ to�y NON—POCKETED DOORS TWO (2) TRACK FRAMES LION—POCKETED DOORS THREE (3) TRACK FRAMES•••;•• •• • ? 3o N m o • • 0000•• za 0000 • *p 0000•• • 000 • • •••• • 1 •• •• • • � 0000•• • • • ,� ,> o- 0000•• i • • • • • 2 +� •• • • ••• G • i XXXX(SHOWN) �^ -_- •••• • c OXXX - --- --- �1—� - XXXO 2 @ S o i o- s a r ♦ .e tqr. ..CML n o 38 :.o n oxxxxxxo csF+owN> -----ClEa--- C� -------lam------ClEa---�C�--- -- xxxxxxxx � w!r°wing no. I APPROVED CONFIGURATIONS !7•• : 'WIZ-3� 1 NON—POCKETED DDDR5 FOUR (4) TRACK FRAMES ;^,•, i~Q Q'•`�,r.., meet 4 oft3 i ` --- _ n tg �i Ig a Z Z3 ` la O~ Q I 3 PX (SHOWN) Q S a XP _-- PXXX(SHOWN) O o O XXXP O w c a > x I�-- �o j e a 'Y O�0. < LL O{ O W M O�>Q O --- PXX(SHOWN) O 0 pC z3 o XXP m n LLZM_ � _ J OMQ j $ Q wCL .�f O m PXXP(SHOWN) PXXXXXXP (SHOWN) S m 0) 'rii y �I n m 00000a. �'•Al �< • • 0 n PXXXXP(SHOWN) •••••• •• • • O04 APPROVED CONFIGURATIONS 0000•• • •'II i �o APPROVED CONFIGURATIONS •••• • • � 3 r POCKETED DOORS TWO (2) TRACK FRAMES POCKETED DOORS THREE 3 TRACK FRAMES• •••'• z i' 3 „ Y 06.00• •• e60 • • • •0 • •6 • $ $ 4 • • • 66• •• (Y� e r e a •• • • • • 0 O •• • Ia u uW PXXXX(SHOWN) XXXXP c o- N O o C� i jV a a ♦ e .e • r VI , 0000 » c a a i • \ �;4�VADL ! o _o •All rf5 PXXXXXXXXP (SHOWN) 5 `� -drawingo no. APPROVED CONFIGURATIONS •• hh 4J+Ln Z-31 POCKETED DOORS '~,�^,,�•, V ••*' `��~ sheet 5 of 13 FOUR (4) TRACK FRAMES I t i TYPICAL ANCHORS �y -u IN PARS T1 SEE ELEV. FOR SPACINGTYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS n IN PARS w IN PARS IN PARS N 1BY SEE ELEV. FOR SPACING SEE E FOR SPACING SEE ELEV. FOR SPACING z 3 n. METAL EDGE DIST. STRUCTURE WOOD BUCK o STRUC RES O u W za � N O aW �o 39 to O V 'r W { h IAl Lj 3} 7 7 V N ANCHOR ACCESS HOLES O a �c K 4 TO BE COVERED WITH a' O N j PLASTIC CAP Q w 3 LL m 17 I LJU1.J )7.Z -m I F.B.C.APPR'D MULLION SEE SEPARATE APPROVAL Q m { I i 1 II O a I 3 n I WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WOW. I g m { I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM c AND TRANSFER THEM TO THE BUILDING STRUCTURE. N o 0 H TYPICAL ANCHORS: SEE ELEV. FOR SPACING • • s �Lj 1/4" DIA ULTRACON BY 'ELCO' (F-177 KSI. Fy-155 KSI) • • i • N Vl�3 ia INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •••••• •• • O 1-1/2" MIN. PENETRATION INTO WOOD *00000 • Z�d I a C THRU 1 BY BUCKS INTO CONC. OR MASONRY •••• ••• • n 3< n I I 1-3/8" MIN. EMBED INTO CONC. OR MASONRY • •0 0• w i + a i �$ i II DIRECTLY INTO CONC. OR MASONRY •••••• • ••• N � J W i 1-3/8" MIN. EMBED INTO CONC. OR MASONRY •••••• •••• 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) •• • • • i INTO METAL STRUCTURES • • • • j STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) • • •••••• ••• ALUMINUM : 1/8" TIIK. MIN. (6063 T5 MIN.) • • Fz •• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •• • • ••• 01E10 • • • • • X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") © I 36 (NO SHIM SPACE) vi STANDARD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. o ° INTO WOOD STRUCTURE 1" MIN,IR INTO METAL STRUCTURE = 3/4" MIN. N CONCRETE AT HEAD, SILL OR JAMBS f'° = 3000 PSI MIN. .t AN :an o HIGH STRENGTH GROUT fc = C-90 HOLLOW/FILLED BLOCK AT JAMBS f m 2000 PSI MIN. $ i 5000 P51 MIN. FLA 70592" I \� EDGE 01ST NOT BY T.M. WDW. MUST TRANSFER SHEAR s LOADS TO STRUCTURE , • ' SHIMS OPTIONAL WEEPHOLES: .., TYPICAL ANCHORS W1 = (6) 1" WEEP NOTCH AT EACH END OF SILL SEE ELEV. FOR SPACING W2 = (6) 1" WEEP NOTCH AT EACH END OF SILL •" �` �rV�Z-3� TWO (2) TRACK DOOR DE3�11sSF1 1012 I I ! j o� N O Ow a ! Vo &>M aM s Dago COo Q W 3 LL N �.i "g: M Q w.1f f O m v n 1 � � I j $ m n C3 m ti 0 w g ••••• r) • ••.• Zw 81 f I +••• • • '0' 0.0.00 '•• • • ON I j 000000 • a- :a �cZJ• 0•'••• •0000• 1 3 z p< 7 $ wJ C ir57SEAL WITH 0000•• • ••• a I SILICONE w 1 00 0 '••' • 1 >! •••••• + • • 0 0 0 •• I • • •0.00• n • • •• 000'•0 • 000 _ • • • j O j •• w �� I I s t HI-PROFlLE 36 15 N 33 C o o a g ❑ o .o o� C, C .... ........ •'HIGH STRENGTH GROUT LIMIT MAX. LIMIT MAX. LIMIT MAX. t•tiJ ••. �E.flM,,�dy1LµJ f- ' 5000 PSI MIN. EXT(+) LOADS EXT.(+) LOADS EXT.(+) LOADS t i l .'PE 70592 g NOT BY T.M. WOW. TO 34.7 PSF TO 80.0 PSF TO 80.0 PSF Y "'CAN. Sib MUST TRANSFER SHEAR may' LOADS TO STRUCTURE •s S $ ''t SHIMS OPTIONAL No. - drawing no. TYPICAL ANCHORS SEE ELEV. FOR SPACING —31 ,. W12 TWO 2 TRACK D00 •TTAILt sheet 7 of 13 ' • . t ~ i i i TYPICAL ANCHORS J SEE f ELEV. n FOR SPACING N � 1/4• MAX. Z SHIMS © D.L.O. f 8 LIGHT REINF. S yg s 24 HEAVY REINF. g IL 0 0 Q W ro u aW LL 0 v10 11 .....-...._....__.....� V ei :..........._. __. _ .. __- cr :�::::::::: ........ (L Q Q �CDtt m ............... - Q WO N wui_ 0 � J N5 -iN 8 Q w.Ni E 1 — 33 5 7 7 O 11 m D.LD. EXTERIOR N c n PANEL WIDTH 000000 DOOR WIDTH •• • • 000 • " 18Y • Z W L, WOOD BUCKS •••••• • S � 1 j •••• TYPICAJ.AENCHHrO'�SS' •WA=�T-•j M • • FOg SAL117Gi ON C 7/4' MAX. t0 11 1/4' MAX. r 09000• 1/4' MARC •• w a t SHIMS SHIMS ••••• SHIMS.—.• : O:Q m t. 1 m METALV • • ~• � STRUCTURE _ I • • • • 33 $ - - d� O U X08 s 33 cm DOOR WIDTH •r-°, �m TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE :LEV. i FOR SPACING FOR SPACINGS y •��`�� .gr.JAN AMMAD. m •r CNIL 70592' PE a7� � . � n 0 •�,�• t r�T,•rs L.F.AN.3j39�� a I -.. � -'• �o W12-31 TWO (2) TRACK DOOR.^DP& ` sheet g ot13 �! it y i 'i 1 I i 3 TYPICAL ANCHORS u 3 IN PAIRS SEE ELEV. FOR SPACING •CRY n I 18Y N 3 • EDCE.DISE. �21/2• WOOD BUCK STAGGEJiED Q f : 21 , • d O w m y CL W Q 'B O V LL V C M 39 �N of 0, o paaoN ON;g � 4 Q W 3 O N 17 I jo(Mryy¢_ y- I Q w.if F i I � I � 1 - I •••• ppm ' • • • �, jQOTy� O I I I ° a • • •••••• oNT W �n r 9 t ' `s a 1 Ly 17 I 30 STANDARD .° a$ 2B .Y o c 9 s POURED k HARDENED ti,t� •• ••y,` a ,� HIGH STRENGTH GROUT 22 fb - 5000 PSI N. ♦ PE 592 n EDGEDIST. NOT BY T.M. WDW. Ir a• C '153 $ fffSTAGGERED MUST TRANSFER SHEAR r s a LOADS TO STRUCTURE Aj ` O TYPICAL ANCHORS AT STILE ENDS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING THREE (3) TRACK DOOR"%bETAILSW12-31 FOUR (4) TRACK DOOR SYMILAR sheet g of13 1 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U 3 1A TM-347 1 2 TRACK FRAME HEAD 6063-T6 - �� 18 TM-333 1 3 TRACK FRAME HEAD 6063-T6 - _N 1C TM-336 1 4 TRACK FRAME HEAD 6063-T6 - z 3 m 2A TM-331 1 2 TRACK FRAME SILL 6063-46 - p Z N 28 TM-334 1 3 TRACK FRAME SILL 8063-T6 - Q g N a i S 2C TM-337 1 4 TRACK FRAME SILL 6063-T6 - �0 M O 3A TM-332 2 2 TRACK FRAME JAMB 6063-T6 - w > x 38 TM-335 2 3 TRACK FRAME JAMB 6063-T6 - O n 3C TM-338 2 4 TRACK FRAME JAMB 6063-T6 - p 4 TM-321 2/PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - V p 4A TM-330 1/PANEL PANEL BOTTOM RAIL(HIGH PROFILE) 6063-T6 - a 0>th O pa<CI 5 TM-322 t PANEL JAMB STILE 6063-T6 - p,5 n_ e 6 TM-323 AS READ. STD. INNER INTERLOCK 6063-T6 - Q' O n 7 TM-324 AS REDD. STD. OUTER INTERLOCK 6063-T6 - Q W 3 LL m i 8 TM-325 AS RE00, ASTRAGAL STILE 6083-T6 - 9 TM-327 4/PANEL GLAZING BEAD (LAM.GLASS) 6063-T6 - Q W 9A TM-326 4/PANEL GLAZING BEAD (LAM. INSUI. GLASS) 6063-T6 - 0 10 TM-348 1/Rx. PANEL FIX. PANEL CUP 6063-T6 - 11 TM-349 AS REDD. FIX. PANEL CUP COVER 6063-T6 - ; o 12 TM-339 2 JAMB COVER 6063-T6 - '^ I 13 TM-347 AS REDD. POCKET DOOR HOOK 6063-T6 - 0000 g m • • p 14 TM-341 AS REOD. 2"SILL RISER 6063-T6 - • • 0000 ••ob w 14A TM-342 AS REDD. 2-3/4`SILL RISER 6063-T6 - •••• • • ••• 1 M�' 148 TM-343 AS RECO. 3-1/2`SILL RISER 6063-T6 - • • • r, 0 0000•• •• • •.•,� 15A TM-350 AS REOD. 2-3/4'SILL RISER 8083-TB - • � W LL / _ 0009•• • Q • 15B TM-331 AS REOD. 3-1 Y SILL RISER 8083-T6 h �• 16 TM-340 AS REOD. SILL ANCHOR COVER 6063-T6 - •0 0 0 0 0 do 0 3 3 pN x • 90• 3 17 TM-334 AS REOD. SCREEN TOP BOTTOM RAIL 6063-TB - • 0 0 .�j 18 TM-355 AS REOD. SCREEN STILE 6063-T6 - 7 19 TM-357 AS REDD. OXXO SCREEN STILE 6063-T6 - ••••• • ••• =9Z • • • • • m 20 TM-356 AS READ. OXO SCREEN ADAPTER 6063-T6 - •• •• •• • � �.$... 21 TM-344 AS REOD. FRAME HEAD SCREEN ADAPTER (3 h 4 TRACKS) 6063-T6 - •9099• • 22 TM-345 AS REGO. FRAME SILL SCREEN ADAPTER (3 h 4 TRACKS) 6063-T6 - • • • • • • • 23 TM-346 AS REOD, FRAME JAMB SCREEN ADAPTER (3 h 4 TRACKS) 8063-T6 - •••••• • • • j 24 TM-328 AS REOD. HOLLOW STIFFENER 6063-T6 - 0 0 0 0• 25 TM-329 AS REDD. SOLID STIFFENER 6063-T6 - 0 0 0 0 0 0 0 •0 0 0 27 /10 X 3/4` AS REOD. FRAME ASSEMBLY SCREWS ST. STEEL NH N SMS c H 28 /12 X 1` 2/CORNER PANEL ASSEMBLY SCREWS ST. STEEL FH SMS 29 ,10 X 1` AS REOD. FIX. PANEL SCREWS,AT 6`FROM ENDS 24'O.C. MAX. ST. STEEL FPF SMS/TEKS `u 30 - 2/PANEL I ROLLER ASSEMBLY - HSTD m b 31 - - MORTISE HOOK LOCK - FASCO 32 E70818KNIO20 4/LITE GLAZING GASKET(7/16"LAM. GLASS) VINYL ULTRAFAS 32A W32001 4/UTE GLAZING GASKET(9/16'LAM. GLASS) VINYL AMESBURY c u 328 W32011 4/ LITE GLAZING GASKET(INSUL LAM. CLASS) VINYL AMESBURY SEALANTS: 3321315 AS REOD. FIN SEAL PILE W'STRIPPING - ULTRAFAB FRAME AND PANEL CORNERS AND INSTALLATION SCREWS ' m c 33A 33371 AS REOD. FIN SEAL PILE W STRIPPING - ULTRAFAB AT SILL AND JAMBS SEALED WITH JOINT SEALAk., 7 I '• O 34 - AS REOD. BULB W'STRIPPING VINYL 35 - 2/ LITE SEIRNG BLOCK, 1/8`X 1/4`X 2` LONG EPDM LAMATEK • .•'4(.•. • ••Enda•J1VAD'• n •I 36 - AS REDD. SELF ADHESIVE PILE PAD(1-3/4`X 3`X 3/47 WOOL ULTRAFAB _ '• V C) IJ�i YY FLA N. 7059Z' 37 - AS REOD. SELF ADHESIVE PILE PAD(1"% 2-7/16"X 1/27 WOOL ULTRAFAB CAN.-.3538 n s S 38 - AS REDO. SELF ADHESIVE PILE PAD (1-5/9"X 2-7/16' x 1/27 WOOL ULTRAFAB [stn 39 - AS REDD. SELF ADHESIVE PRE PAD (1/8`X 2-7/16`X 3/47 WOOL ULTI7AFAB - o . + V 40 — SIN W12-31 •' S`A �:Ua sheet 11 of 13 y i i i 5.152 6.500 8.598 1.289 �U 3 I � .078 .078 .078 n 1 T- M�ll _ 1.289 r 1.21I69 1.21I69 1.269 -••I 1.336 r 1.823 Q Z f J� �7 L �7 . . . 997 I .124 ; w m N { .831 .831 .831 .124 1.823 Q' O o 0 1.267 . 1.267 ,124 1.823 O w ro v I 1.823 o Q to 2 TRACK FRAME HEAD t9 3 TRACK FRAME HEAD 7C 4 TRACK FRAME HEAD 9 t LL 5.388 6.693 -8.791 5.548 6.419 1.82 8.517 V 1.823 .079 Q'K?m a a .080 ,080 .125 0 r� d .942 •942 .942 .078 y 0 n .769 382 382 382 .078 Q w 3�• m �- 7 T 7 T- -T 9 z m m 5.142 J t7 M Q j Q uryf ® 2 TRACK FRAME SILL 2e 3 TRACK FRAME SILL 2C 4 TRACK FRAME SILL O m r 2000 3.062-�•� O 3B O -+ 7.407 I� I� 1 264 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK "Wliv JAMB g °D I I r 1.573 1.490 .249 : ••• •••• u •••� 2.004.078 .078 •• • • s•• '�� ••� 1 3.062 .100 050 .997 897 . • . Lj 3.895 +'0� .125 •••0•��----- •• • C5 �1..• �` 2.089 4.000 ••••�2.397�• C5J tea'�o 7.781LLI-.078 PANEL JAMB STILE 76 SILL ANCHOR COVER 1.677 1 3Z7 1.687 .125 •••• • •� •• v I OA1.1 m 575-1310 1.885 •• • 662 0 2.441 1.900 j • � a• m 1.298 .062 .552 .USO •• ••OSS • • tC •�• of PANEL TOP & BOTTOM RAIL © ASTRAGAL ADAPTER 1 _ ••.••• 72 • ' GLAZING BEAD 72 JAMB COVER 24 HOLLOW STIFFENER 25 SOLID STIFFENER •POCKET•DOOR HOOK (TRIMMED) 4.000 9O -.750- .130 ••••••LAMINATED GLASS • • • .078 .750 .750 • • • •• •730-�{ r31O 4.812 ••• 7 1 49n I 1 .750 .075- 1.923 078 1.923 � c 1.298 062 .078 2.752 p .079 .018 1 1 0 3.502 .752 428 2. .094 � .a93 .893 .078 I+--3.062 GLAZING BEAD .662 ® LAM. INSUL GLASS .893 �I o 062 8.000 © STD. INNER INTERLOCK �1 714 15 4---3.140 c • 7. 2 o 0 T- 1-3/4" SILL RISER 2-3/4" SILL RISER 758 3-1/2" SILL RISER t3 POCKET DOOR HOOK t� .982 1.071 I.� 4.000 1- I .374'-•1 I , H �f .094 2.048 7.9237TJ I 10 FIX. PANEL CUP 2.8724 ••��y`It �� P:�}705ez. gam, 1.490 .094 3.422 fI Q n i �•1 1.407 M- .367 .893 1.625 .893 10. 7 �� • .�w O .079 3.062 •050 .893 drawing no. ® „ •' � pp W12-31 7 BOTTOM RAIL (HIGH PROFILE) 14A 148 `.rS ZY. sheet t of 13 0 STD. OUTER INTERLOCK FIX. PANEL CLIP COVER 1-3/4" SILL RISER 2-3/4" SILL RISER 3-1/2" SILL RISER w t 1 1 i 3 27 � y F J _ a O 0 0 M U CLW < 1 i �a LL 1 Vo m ( / ptowM o / pGE ao0 / a'000g . t m�� a Z J 2 N a W Q W c rG t O i a0 J o N { 00.00• � i • jo N •o • • 0 •M FRAME TOP CORNER ••• •• • � p••• � 000000 • 3 >L LL PANEL TOP/BOTTOM CORNE •••• • • 0 � • 0000•• � 3�� x 0000 • � {� ! m ••�••� •• �•� z Y 4 see 40 •• • . ... 0• 0 .W I y t g Engr. VAD r ,� ' 7921. ? CA� ANfl 70 FRAME BOTTOM CORNER 3 r O j r• STATS 4 drowtng no. W12-31 n' C0@[i t ••'r tQQ` sheet 13 of 13 EJ