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5 NE 102 St (9)Issue Date: 8/21/2006 Owner's Name: ROBERT SAKZ Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 5 102 Street NE Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: REPLACING WIDOWS AND DOORS IMPACT RESISTANT Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/1712007 Type of Work: WINDOWS No of Openings: 15 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $2.00 $5.00 $250.00 $12.00 $6.25 $281.25 Building Department File Copy Applicant Sig Permit Status: APPROVED Permit Number: WS -8 -06 -2162 Phone: Parcel #: 1132060131640 Block: Lot: Section: PB: Total Square Feet: 1125 Total Valuation: $ 10,000.00 Re • uired Ins ' ections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS - 8 - 06 - 25923 Total: Amt Due $281.25 aus 2 4 moD Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. REPLACING WIDOWS AND DOORS IMPACT RESISTANT mAR 3 0 SR Passed 3n� Inspector PARTIAL � Comments ` &<- /fA- -cam - a7c. . Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 2.1a Inspector: Grande, Claudio Owner: SAKZ, ROBERT Job Address: 5 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, March 26, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060131640 Lot: Page 1 of 2 REPLACING WIDOWS AND DOORS IMPACT RESISTANT MAR 3 0 207 Passed O .6 1 /yInspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until '' • ''' ''''''' • '' '' • ' ' • ' • ''' ' ' ' ''' :t)spedtatriNumberi: Inspection Date: 03/30/2007 Inspector: Grande, Claudio Owner: SAKZ, ROBERT Job Address: 5 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments Friday, March 30, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Block: Phone Number Parcel Number 1132060131640 Lot: Page 2 of 2 Date Thursday, August 24, 2006 08/24/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -8 -06 -2162 Invoice Number: WS -8 -06 -25923 Applicant: ROBERT SAKZ Company Name: Owner Address: 5 NE 102 ST MIAMI SHORES, FL 33138- Job Address: 5 102 Street NE Miami Shores Village, FL Payment Type Check Number 130 Amount $281.25 Change $0.00 Total Payment: $281.25 Page 1 of 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. \ I C CID 2-I TAX TAX FOLIO NO. l ` '2---C)4)(1)1 J l 61 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. N O. Legal description of property and street/address: / `' Z - D In - tl L 3 11. LC o r�i 0 2- Sf , /l ( S (/ Pr 1 r(, y)( 7 g e f ? � P Cvl t✓ (d>" a cl cicbO LA/( C I I/'? 561 e_ IS 4- 3. Owner(s) name and address: hP (rf � f(-z. l� �C Z .S &- (q/` -i, 2. Description of improvement: Interest in property: Name and address of fee simple titleholder: X4. Contractor's name and address: STATE OF FLORIDA, COUNTY OF uaut 5. Surety: (Payment bond required by owner from contractor, ffEitrAY CERTIFY that th,8 is e j filed n this offlco o Name and address: Amount of bond $ 6. Lender's name and address: 3y Notary Public Print Notary's Name My commission expires 123.01 -52 PAGE 4 8/02 /k. &- _ 7. Persons within the state of Florida designated by Owner upon whom notices or(• documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration dat- • his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different da e is •: ified) r 1 � Signature . C caner .4 Print Owner's Name Sworn to and subscrib vt 06e „) 9k V d before me this Z."3 day of /,U , 20 .. ebb 166 -5q zz 1- ' Address: SSETH DIAZ MY COMMISSION # DO 483995 EXPIRES: October 20, 2009 Bawd Nu Wiry Public Underwriters CFN 20068.092004 OR Bk 24850 Fs 3460; (1ps RECORDED 08/24/2006 09:04:14 HARVEY RUVIif► CLERK. OF COURT MIAMI -DADE COUNTY► FLORIDA LAST PAGE 4 , Prepared by 111111111111111111111111111111111111111111111 LVw in PA I O a Miami Shores Village Building Department BUILDING Y -"M. Permit No. 44%%011 { PERMIT APPLICATIO Master Permit No. FBC 2004 B Y, fTKLk, Permit Type (circle): Building v Electrical Plumbing Owner's Name (Fee Simple Titleholder) ® 1 e kt q 1<-2_ pk� 3to,� 7J �'Sj c 11 1 S) Owner's Address J Alt= 10 Z ` tl " c ell 3 0 3" 7 g 8 — t'd 0 'I City Alt etil.// j 9 g Gee State Ft- 3 (3 �3 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -� NE /oz X . City Miami Shores Village County Miami -Dade FOLIO / PARCEL # ti - 32-06 -e13-/ gel , f Is Building Historically Designated YES NO V Contractor's Company Name o , g &- Contractor's Address City State Qualifier Name State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ /0 e Type of Work: ['Addition Des ribe Work: ['Alteration Phone # Phone # Mechanical Roofing Zip (3 Zip Phone # Square / inear Fo Of Work: 1/ / 2 .- ['New Total Fee Now Due $ I7k( w)04 0<.,)r Repa' /Repla - ❑ Demolition o aG - s S S,✓ ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $__2 CCF $ CO /CC Notary $ Training/Education Fee $ 1 Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ See Reverse side -+ �I 02 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip . 1 � Mor. a is tg h� L 's Name (if applicable) Mort nef Alt sr ss 4r , ;`, City ! 1 ° , � „ i fd Sri= y h 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature NOTARY PUBLIC: NOTARY PUBLIC: • Sign: Print: My Commission Expires: (Revised 02/08/06) 0 e or Agent Signature Contractor The foregoing instrument was acknowledged before me this /( The foregoing instrument was acknowledged before me this day of 407 T , 20 04, by S,a) 110 M 2Z1.0 , day of , 20 _ , by who is personally known to me or who has produced 6 one C/Cwho is personally known to me or who has produced Rasa Kz As identification and who did take an oath. as identification and who did take an oath. Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * ** "shat'' - '- ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: v ( Plans Examiner Engineer Zoning 4 , q„ ' • 5. I understand that as an owner - builder, that any contractor disputes with sub - contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate contract disputes.. Was acknowledged before me this By IdOF SKL 16 day of Produced there License or R. Lic'o %Ofi224O Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I•understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on rriy property with out first obtaining the proper permits by licensed contractors. Initial AWp37 , 20 06 who was personally known to me or who has as identification. f' VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: rbe,, 1-f DATE: AU69 ® ADDRESS: /lf / 02 Sf , l-1(01,41/ (Gl,4?/ ae fr° l f 6_ 3 308 Do hereby petition the Village of Miami. Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; 1 further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of. $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease: If you sell dr lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee,all,as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial • 'e 2. I understand that as ari owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial Initial Initial 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure - - -ts the minimum code. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 ; 70 : . :0 4 4 14 1':' , 7 4 ` • ,4 -"` ;4:74.4* BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS /0 2- .„- 41( ( 1 • a Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: /1/[1 /02 k Permit No. 6 2...0q(0, Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact II) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF I 2 S l l cl e (-.r 0‘1-012. SS 5 1 .5 }i c. S 14-_-7 l /✓IUc. 0I -1226, of . /..ro 2 2 CA rerte,./t 0 I -CI zq.65 s.5' S> / N‘o y L�,r Y C�> 1plc.tuve n 3- vg25",QY 7S 75 2- /Ku c.t.i to j . -(226, 19 73 / S l i c l e f - ) Z o. c 5 5- g X 5 A/ CS • -A- - 0 1 1129, o3 5S 5 /4i7 *) 7 /`' • -.i..Plctu;, 03 - 09 zr.oY S1-1 $z-,( •'Z_ u LCio vs o t'- 1226 -, I'( .. S - CR S�.�. :� o / - i 1 Z . 03 0 3 - o' Z$ we S r r 7r - 7,r 5- , _ /"1.75( C Z Al X' � - / c % 5s : �••f, cfv • • ° z • f a L (O J f 0 I -IZ26. /K ,. .. pcti e -}} ;% • 0 �- - Jo1 4.o9 � .� h s' ( 0 "X 222/ v 4� /► (Y s • oo (r.,(.... . ` ':61. •.4..er"-/(i) •• •• 0/1 - 020, of Sr S'S 3 ) A2/9 /V D � . • 1):011.61 e 11111;4 O7- (©1 d ,09 6 r 6 A o �_g z e/ �v o / to 1' ' • . .;:a . 00 V.,- ? .5 l / de i- e) Li -� 19120 . of ,SS S "�(o - '' Yer `�U1' -1-r to n 1 Zo • 01 SS 55- ,- ©� So. ry A/ /1./0 11 1. S(t d- t O -- o t z o. o, y r r 7 4"i("e14/ o Ai ,o ( ( 5 lid 1,(r n' -f .5 3e"g5 - 0 7 ,/t/ /l/ /1/P Y c 1 5 dik 0'1- D(Zo e 5' S XS 4Qo/ 1 _ � ° /vo v 4 -'� ! `/ S ly A � (e ti vN,. 0 Z. - 1 °(4,oq 4 >' i)5' ` 3s'Xez' A/° /✓d doct- . t,t f ,' f SJ(C ev. iay"o(2o• 01 Sc _5 7 I / " > 2 " Ai d (va )/ -5- All windows & doors are LMI - Bronze ALU Frame - Clear Glass 1. Sun Room / Office (W) * Total opening 147 x 52 -Qty.2 - Sliders - 74 x 52 + 1 Tube Mullion - *Low -E 2. Sun Room / Office (S) * Total opening 147 x 52 -Qty.2 - Casement - 37 x 52 - - Qty.1 - Picture - 73 x 52 + 2 Tube Mullions 3. Sun Room / Office (E) - Qty.1 - Slider - 54 5/8 x 52 4. Living Room (S) * Total opening 147 x 63 1/4 -Qty.2 - Casements - 37 x 64 1/4 -Qty.1 - Picture - 73 x 64 1/4 + 2 Tube Mullions 5. Bedroom / TV Room (S) * Total opening 147 x 52 - Qty.2 - Casements - 37 x 52 - Qty.1 - Picture - 73 x 52 + 2 Tube Mullions 6. Bedroom / TV Room (E) - Qty.2 - Hinge Doors - 60 x 82 -*Low - E 7. Bath (E) -Qty.1 - Slider - 36 3/4 x 38 1/4 - Clear 8. Master Bedroom (E) - Qty.2 - Hinge Doors - 60 x 82 - *Low - E 9. Master Bedroom (NE) - Qty.2 - Slider - 36 3/4 x 50 '/4 10. Master Bedroom (NW) - Qty.2 - Slider - 36 3/4 x 50 '/4 11. Master Bath (N) -Qty.1 - Slider - 36 3/4 x 38 1/4 - Clear 12. Dining Room (E) - Qty.1 - Slider - 36 3/4 x 50 3/8 13. Dining Room (N) - Qty.1 - Slider - 74 x 50 %4 14. Dining Room (N) -Qty.1 - Hinge Door - 35 x 82 - HRSO 15. Kitchen (N) .. •• - Qty.1 - Slider - 74 x 3g.1/4.. . • • •• ••• • • • • • • • • • • •. • • • • • • .• • •... • •••• .• • • • ••• ••••. .• • • • • • •.• • •• • • . • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .i - ti k q 4)( g ;� C '� ■ II ili NMI 1 c II 11111132111 1 u II 1111111111111111 MIIIII E P 1 w ^c_ J •• ■ ,7 I ■ Er VI $ 1 1 l - ■ 4 ' ygf. ■ `-FY V 44 N • 37�/. 341 CA f iG m e c E. _ a .ca /w W — r v ' ; Wi ell 1 S} to t gin 73. 7 . a 3_ :S'¢ 36 " _ , '�' -. C Allffil ■ 1 ifT Sc °l �w � 9Jtii N k • E r ! o - - .._ ' a 1 12 1__ I M 'Y1 3 3 ^/ F 1111 i �■ ■ i -1 {3 Fief) &a ■ • .. (• • • - :_ V {t r_ • •• ■■1 ■■ ••• 1 •. • • 1• •• 1 ■ 1 . • • • • • L .•• • • : :: • ■ L ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BUILDING CODE COMPLIANCE OFFICE (RCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601NW12Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "230"Outswing Door with Sidelites LMI APPROVAL DOCUMENT: Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6, prepared, signed and sealed by Humayoun Farooq, P.E., dated 08/28/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 entirei4 piolid to the user by the manufacturer or its distributors and shall be available for inspection attic jpbsiT 4t•tbte request of the Building Official. •• ••• •• • • • •• The submitted documentation was reviewed by Theodore Berman, P.E. • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • •• • • • • • • •• • •• • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 Page 1 • o •••• • •••• • SURFACE APPLIED FALSE HUNTINS MAY BE USED • • •••• ••• • • ••• • •••• • • • •••• • • • • • • S3 3 / ••� • • • • •• 0.L OTy. •• • • • • •••• • • 37 5/B' SIDEUTE WIDTH c I _. I _.I 25 1/2' D.L OPG. 34 1/2' PANEL WIDTH 145' FWWE W.CTH 71 1/5' DOOR FRAME W1OTH ( OXXO ) 25 1/2' 0.L OPG. 34 1/2' PANS WIDTH 33 3/8' 0.L OPG. 37 5/6' SrDEUTE %TOTH 5' MA%. HEAD /SILL CORNERS tn a TYPICAL 1 "1 NATION TESTED UNITS SERIES -230 ALUM OUT- SIDING DOOR W/ SIDELITE$ DOORS /SIDEL E1 GLAZED WITH LAMINATED GLASS RATED FOR LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SEE SHEET 2 FOR DESIGN LOAD RATINGS. THUS PRODUCT IS DESIGNED TO COMPLY MTTH THE H1CH VELOCITY HURRiCJWE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. .ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN 014 DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL SURFACE APPLIED FALSE MUNTINS MAY BE USED I 26 5/5' OPG. 34 1/2' PANEL W:D 14 FRAA.' W10TY I y �i 2002 ( XX ) i."T: OP. HUW.TOUN FAR000 sTRUCPURES FLA. PE i 18137 25 5/8' D.L OPG, 34 1/2' PANEL WIDTH ✓ s' MAX. - HEAD/SILL CORNERS — Z Ammo. b t•••• 117llg•f! Flocits 0 i Z NOM YI , n ' 0 ' 110u1 yJIReim tnlnl BY • : l C? r l 1 = c� o ▪ X U W n S o <4 v i • u^ W (sheet 1 of 6 ) 1 1 , I •" /'y, • •• i • • • 1 • II II •••_____ 11 • • • • • • i' 1 • B 11 it I 11— II 1 • • • a • • • • • u • 1 • • • • • •••• •••,,i 1 . , / II / is / `' j == / 11 / l� V / /� / /x . /J1 _S CI S___ . , 11 \ 1 \ II __S n \ u _ II \ _ H_� O \ \ i ' [ .L».___` I I 2 3 iC 1 / it / ®10 n t✓ p / ,i r / u / • o •••• • •••• • SURFACE APPLIED FALSE HUNTINS MAY BE USED • • •••• ••• • • ••• • •••• • • • •••• • • • • • • S3 3 / ••� • • • • •• 0.L OTy. •• • • • • •••• • • 37 5/B' SIDEUTE WIDTH c I _. I _.I 25 1/2' D.L OPG. 34 1/2' PANEL WIDTH 145' FWWE W.CTH 71 1/5' DOOR FRAME W1OTH ( OXXO ) 25 1/2' 0.L OPG. 34 1/2' PANS WIDTH 33 3/8' 0.L OPG. 37 5/6' SrDEUTE %TOTH 5' MA%. HEAD /SILL CORNERS tn a TYPICAL 1 "1 NATION TESTED UNITS SERIES -230 ALUM OUT- SIDING DOOR W/ SIDELITE$ DOORS /SIDEL E1 GLAZED WITH LAMINATED GLASS RATED FOR LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SEE SHEET 2 FOR DESIGN LOAD RATINGS. THUS PRODUCT IS DESIGNED TO COMPLY MTTH THE H1CH VELOCITY HURRiCJWE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. .ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN 014 DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL SURFACE APPLIED FALSE MUNTINS MAY BE USED I 26 5/5' OPG. 34 1/2' PANEL W:D 14 FRAA.' W10TY I y �i 2002 ( XX ) i."T: OP. HUW.TOUN FAR000 sTRUCPURES FLA. PE i 18137 25 5/8' D.L OPG, 34 1/2' PANEL WIDTH ✓ s' MAX. - HEAD/SILL CORNERS — Z Ammo. b t•••• 117llg•f! Flocits 0 i Z NOM YI , n ' 0 ' 110u1 yJIReim tnlnl BY • : l C? r l 1 = c� o ▪ X U W n S o <4 v i • u^ W (sheet 1 of 6 ) ✓ U ° <' <' O0 r WITHOUT SIDEUTE - DESIGN LOAD CAPA.fY - PSF .1': 'J WNIL DOOR DCIEN5160,14 GLNSYI O'PE075 GLASS TYPE 'C' GLASS TYPE '0 GLASS TYPE '8' GLASS TYPE 'C CLASS TYPE 'O' At.; u2 ° ° . . . 7 ° ° EXT. dh. -) EXT. (+)1 WT. ( Oa. (+) I WT. ( -) E%T. (,) I INT. ( - 0(7. ( WT. ( -) 0(T. ( ) I " ' - ( -) 5T' -1 .l /16') 6' -9' 6' -O' % 6' -6' 53.3 1 90.0 53.3 1 60.0 53.3 65.0 800 1 90.0 60.0 1 60.0 65.0 1 65.0 3 ii) T y f 4G % 7 ' - 0' 6u- 7°-0' "I" "9`d.0 3• lc 1 % 53.3 65.0 80.0 I 90.0 % 1 % 65.0 1 55.0 ��c 6' 1 7/161 % -0' 660' i ��5 � = o 6 o93.0 9 1 X 53.3 - 1 55.0 80.0 1 90.0 X. I % 55.0 1 65.0 5 1 ° 0 0 0 0 U O O O 00085 ARN STANDARD SILL .t.,....,.`, FOR DOORS WITH 151 000-05 SILL RISER OR FOR 0PNCS. W74ERE WATER INFILTRATION REOUIREYENTS ARE 6 AP 01 PUCABLE. ° 0 0 0 U U 0 SIDEUTE - DESIGN LOAD CAPACRY - Psr PANEL DIMENSIONS rn011l 3 3 -1 5 /d HEIGHT 7'0c1 0 0 CLASS TYPE 'A' EXT. (•) I INr. ( 65.0 1 65.0 65.0 1065.0,,, 65.0 10 65-0 60.6 1 6D.6 .6 8 ' 74 . 3 ' -1 5/8' , -O' I U O 0 0 0 o 0 00 0 00 O 37 7/16' 75 3/4' MAa. 0 0 !' <�UU um - .I UU00 1 M4A17Xl.. � - O (x) 71 5/5' MAX. Li (XX) 0 000 O 0 O 0 0 (xo) (ox) 109 15/16' MAX. (XXO) (oxx) 114 /15' MAX (OxO) A CON 148' MA%. (Oxxo) 114 1/16 MAX. CO MOULDING DOORS 51TH SIDEUTCS SEE CHART ABOVE FOR SIDEUTE CAPACfY USE LOW"5T VALUE OF SIDCUTE OR DOOR 3/16' ANNEALED GLASS .090 SAFLS X IOG KCEPSAtE MAXIVUM 1` Pt'9 INTERLAYER 3/16 ANNI :0L60 GLASS I / S¢.KONE 1REYGU2C 500 X 1 r TREYCO W 0.460' OVERALL LAM. GLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDEUTE 3/16' ANNEALED CLASS m • 5 .060 SAFLE% 913 t PVB I1T RLAYER - .3/16' ANNEALED GLASS \ SILCONE TREMGLAZE ` r TREMCO 0.440' OVERALL LAM. GLASS GLASS TYPE 'C' Engr. DR. MUYATOUN (AR000 STRUCTURES FLA PE / 10.'.57 0C1 1 5 2002 3/16' ANNEALED GLASS .081 SAF -GLAS POLYCARBONATE 1451.50TE 3/16' AM5EAL.ED GLASS SILICONE TREIAGLA.2E 500 f TREMCO tro 0.455' OVERALL LAM. GLASS GLASS TYPE 'B' 3/16' TEMP. GLASS 090 SAREo DIG - 0V5 INTERLAYER .. -3/16' TEMP. GLASS 500 SILICONE TR:MGLAZE 500 (raEMGO f � m 0.460' OVERALL LAM. GLASS GLASS TYPE 'D' AdPnred as ami+b 4 1ASo 090451"2. O PIOM M1.o=1 DAM PT.r 2 U P3 z Uf 1 " o 0 o R oa E4 1 - 0 to L) W .. 8 n O o -c 4 � V m O k u n drawin W02 -77 (sheet 2 of 6 • • • • • • • • • • • • • • • • • • • II • • • • • po • •• • • 5 • • • • • • TylIVAL ANCHORS SEE EUD6 FOR sP..0m4G 7 SEE ELEv. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - r r 3/11 X 3/6" WEEPS 1/2 FROM 5111 ENDS rrPtc.AL ANCHORS 1/r KIN. FLUSH BOLT PENETRATION 6 plioNAL :A • 481 TYFICAL ANCHCA... SEE ELEV. OR 1PACRAG r moo BUOt 1/2 MIN. FLUSH BOLT PENETRATION RECD. FOR OESIGN LOADS ABOVE 65.0 PSF i i ( Is 26 REDD. FOR DESIGN LOADS ABOVE 4533 PSF TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/r 5 3/8' WEEPS 1/r FROm SILL ENDS W000 BUCKS NOT BY Da WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Mag2HALHkRaL-5ILL , Licmccs fru. IR kum. 1 , a• TIFIcA) STEEL Fy 38 KS LLYI. 6063-15 1404. /14 SIAS 08 1/e 0444. SELF DRILLING SCREWS REOD. FOR DESIGN LOADS ABOVE +53.3 PSF roncri. ANCHORS SEE ELEV. FOR SPACING •CAL ' SEE ELE.. FOR SP '..N•7. 2 06 7VMM 31JCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 114: INTO WOOD BUCKS OR WOOD STRUCTURES 1 -3/ 4 MIN. PENETRATION INTO WOOD THRU 10Y OR 286 WOOD BUCKS INTO AAASONRY OR CONC. 1-1 / 4 MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1/4" 1401. DABED INTO MASONRY OR CONC. 5/18 criF 0814 1165 SGFF1VR (ORR I n rx oR %up; ) INTO METAL STRUCTURES (STEEL OR ALUMINUM l/8 1416. THICK.) STEa : ry o 36 KSI LON. ALUMINUM : 6063-15 MIN. SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL S0ALE0 WITH WHITE COLORED SEALANT. SEAmS BETWEEN 1AUUJ0N AND JAMBS SEALED WITH SILICONE HINGES: 7-6/8 LONG ALUM Burr HINGES, AT 11 FR014 EACH END AND ONE AT MIOSPAN OF LEAF. LOCKS: STANDARD STEEL. THROW BOLT LOCK. KEY OPERATED ON EXTMOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 48 FROM 9015014 CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39-1 FROM BOTTOM MANUALLY °PERMED CONCEALED FLUSH BOLTS AT TOP & eorou OF EACH LEAF LOCK 51141 (41,1356 604.76 AT FOP 44 BOTTOIF OF ACME AIID IHACTIYE LEAFS tO BE ENGAGED OURVC PERIODS OF KYRIE:CANE voaran) 4.6p OR. tADAAYOUR FARCOO STRUCIURES FLA. PE 46557 Ammo/a amp*, offb tho Miff NOM Mewl hair (sheet 3o6 6 ) 8. 0I 0 0 o 0 W. H 0- CD O 0 e. Z •-• A c.. a8 8? 0 1 1 S INUS drawing no. W02-77 111 • ,/• • • • • • 1 ••• HINGE ASSEMBLY IN ACTIVE LEAF OVERALL FRAME 'WIDTH ACTIVE LEAF 11/16' SIDELITE WIDTH .)Ql■E7fx droving no. W02 -77 (aneet of 6 • • • • • • • . •!' •• • • •• • • 24. ANCHORS !EE ELEV. FOR SPACING _2BY WOOD BUCK 1,1' MA• • M • REOD, FOR • l t DESIGN (DADS • • • 65.0 PSF OR LESS • • • • • • 1 /l' MAX. SKU 0 FRAME WIDTH • •• • • •• • • ••• • • • 1 . 16• • • ni.00. FOR 20 LOADS ABOVE a5,0 ?SF I FAF REINFORCING FOR J OADS ABOVE 65.0 PSF Go . o casturE wall • EXTERIOR TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING FRAft WIDTH REOD. FOR C' DESIGN LOADS 65.0 PSF OR LESS 1 /A• MAK. SHIM SPACE TYPICAL ANCHORS SEE ELEV. -- FOR SPACING �I{ X 1 -1/1' SUS AT 15' 0.C. MAX. TYPICAL ANCHORS 2 PER CUP TEEN I PART r I QL.INTI'Y DESELL•71.17 i 4:."1:11 %I: rsl'Pri. :il!: n .....2t • :M -C38 1 1 FTAME HEAD -.CC5 -:5 - 2 GW 28815 1 FRAME 50.1 -1- GC63 -T5 - 2A Gw 37316 1 ALT. 5444E SILL ;6063 -TS - S GW 36572 2 FRAME .5448 . 6063 -75 - 4 CW 36048 1 PANEL LOCK STU 16063 -T5 - 5 GW 36935 1 PANEL HINGE ST4E 6063 -i5 - 6 TM -081 2 PANEL TO /BOTTOM RM. 6063-25 ' 7 CH 31826 4 WEATHERSTRIP ADMIRER 6063 -T5 END OF DOOR STILES (205 /801704) 6 ON 375395 2/4NGE A555. TM OUTER BUTT 15...0 6063 -T6 DOOR PANEL/FRAVE HINGE 510E 9 GW 33888 1/HINGE ASSY. 744 CENTER BUTT HINGE 6063 -76 DOOR PANEL/FR.4E HINGE SIDE 10 00# 32222 2 DOOR LOCK 1451 6063 -T5 LOCK STILE 11 - 2/ LEAF 3/4 x 1 1/4 . 3/4 . 1 /8' T/IX. CAP ALW4INUM S' LONG 12 - 2 /LEAF 74 FLUSH BOLT 55554837 AUA■NTJM DOOR LOCK STILES 13 4637056 AS R50D. HEAD REINFORCING BAR. 12' LONG 6063-T5 AT MID 5PAN 14 OW37056 AS RE01). 50.1 REINFORCING BAR 13 LONG 6063 -15 AT MID SPAN 15 - - - - - 15 4037 AS REO'0. 111 TRAFAB' CE1tTER214 WOOLPILE. WOOL LOCK 611125. .14185. HEAD. SILL 17 GW 27646 I 2 /LEAF FLUSH80LT GU21E 6063 -15 LACK STILES ENDS (TOP /BOTTOM) 18 - 1 /HINGE 7/32'4 HINGE PIN STEEL AT EACH HINGE ASSEMBLY 19 - - - - - 20 - A5 REVD. 010 . 1/2' F.H. UNDERCUT 545. STEEL AT FLUSH BOLTS 21 - 2 /LEAF 1/2'1 THREADED ROD, WASHER 1: NUT 5TA TOP /BOTTOM END RALS 22 SERIES 500 1 KYRY.SET KNO8IACK - ACTIVE LEAF 23 (SERIES 600 1 699(555 0550803E - ACTIVE LEAF 24 - 2/48.55 ASSY. HINGE BUSHING PLASTIC HINGE ASSE48L7 25 - 36 DUST PLUG (091(01441.) 1 91/5=0 DOOR JAMB INSTALL SCRCW HOLES 28 - AS RE00. /10 . 1' P.N. 545. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS /MULL C11P5 27 - 2 /14INGE ASSY. 6946E CAP PLASTIC HINGE ASSE40L7 20 - - - - - 29 1 S81 ADAPTER (I' 5 1' 1 1/16' TUBE) ALUM - >C TM -0524 - HINGE REINFORCEMENT 8105 -16 92 -1/2' LONG 31 T4 -0514 1 ASTRAGAL REINFORCEMENT 5Q63 -05 DOOR LOCK STILES 33 - - - - - 34 T4 - 054 2 UUWON 0063 -T5 85T DOOR/STDE UTE •4485 35 (76 31956 • CLASS STOP 6063 -75 SIDE LITE GLAZING PERIMETER 36 - 2 /MULL 2'. 4'. 2 7/8'• l/8' CUP ALU4. 70? & 8055044 OF MULL 37 OW 36737 OPTIONAL 0.6. DECORATIVE MOULDING 6083 -75 0009 PAND. PERIMETER • • • • •• • • •• • • • • ••• •• • • •• FRAME HEAD TM -038 • DOOR JAMB /SIDEUTE FRAME •••• ,, 4 : ••� • 1 •••• •••• • - 1 1.157 T- ••• • • 2.1 1 • •R tyG� l • ••� 06 • • ••I • 330311-•-•4 •••• FRAME• • CW -8615 • i 1374-1 WEATHER -STRIP ADAPTER GW - 31336 475 .385 ` r 413 i 280 DECORATIVE MOULDING Gw -36737 3.375 1070 - -.lri 3.560 15011/04 74 - 054 •• • • • • • • • -1.7501 •• •• • DOOR TOP & BOTTOM RAIL T4 051 DOOR HINGE STILE 0W - 36035 4.753 DOOR LEAF 578E 59 36048 2340 .750 1.750 4.000 — 3.790 .780 -- 1.055 L FLUSH BOLT GUIDE GW -27646 L 2125 .125 Gw 37888 CENTER HINGE HINGE 7 HINGE ASSEMBLY •310 9.572 .125 772 - � � 300 1.600 1360 1-- 2.895 --T HINGE REINFORCEMENT T4 -0524 427 �.753I 500 - 509 2042 12 REINFORCING BAR GW -37056 1.157 r ALT. FRAME 5116. GW -3 3(9 AAwnt se •••■■1140111 i1 PLOY Orr n0AI Mud Dude Meat • • •rnrua 2. ""1 1213 .045 -- i L -.429 GLASS STOP CW -31956 2 1 1.554 j 7.0 54 Lr i 1 l ( 1.840 .125 ASTRAGAL REINFORCEMENT 79 -075 drawing no W02 -77 I sleet 5o1 6 ) FRAMF TOP CORNF9 StDEt fF CORNER =RAMS BOTTOM CORNER • • • • • •• • • • • • • • • • • • • • • • • • ••• • ••• Env: DA. HU AYOUn• FMOOC STRUCTURES ..A. FE / 1697 u drewing no. W02 -77 sheet 6 of 6 ) • • •• • • • • N or • • • • • • • • • • • ^ 1 • • rimidaNCIAI ~�� • 0 • ••• • ••• bard rar room • ••• b • • • i • •••I••• O • 0 o O . • •• • •• • M I A M MADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah ,FL 33012 Your application for Notice of Acceptance (NOA) of: Aluminum Tube Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1226.14 EXPIRES: 01/25/2007 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. •• ••• • • • • • •• APPROVED: 01/31/2002 • • • • • •. ... •. • • • •• • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • •• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375 - 2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\s045000 I \pc20001\templates \notice accepjse Sever poe.Iot ••• • Internet mail address: postmaster tbt3ldjndjcogINInlitje.ectm. Homepage: http : / /www.buildingcodeonline.com • •• •• • • • •• • ••• • • • ••• • • Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 01- 1226.14 APPROVED: January 31, 2002 EXPIRES: January 25, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 00- 0301.01, which was issued on September 28, 2000. it renews the approval of an aluminum tube mullions, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations, where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Aluminum Tube Mullions and its components shall be constructed in strict compliance with the following document: Drawing No M00 -01, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullion," prepared by manufacturer, dated 12/17/01, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 The design pressure for the mullion and anchor selected must each meet or exceed the pressure requirement for the opening in which it is to be installed. 3.2 This approval applies to structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.3 Mullions are to be used only to support windows and doors, with a current Notice of Acceptance. 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked t.o show the components selected for the proposed installation. 6.1.3 Any other d4umentt rettlre.ti I y fh /Bp ilding Official or the South Florida Building Code (SFBC) in order to protvrlynvatu4e3hC itist4llattgn of this system. •• ••• •• • • • •• • • • • • • • • • ••• .. • .... • . • • • • • • • • • . • • • • • • • • • ... • .. .... . . • . . • .... .... .. • • • • • • • • • • • • • • • • • • • • • • • • .. .. • •• • • • .. • • aul ' odriguez, Chief Product Control Division Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 01- 1226.14 APPROVED: January 31, 2002 EXPIRES: January 25, 2007 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b)Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. ..... .. • • • •• • 9. This Notice of Accept ce esinesis imitis 1 4 and this last page 3. "' END OF TMS ACCEPTANCE • • . .. • .. • • • .... •• • • • •• • • • • • • • • • •• • • • • •• • •• • • • ••. • • • • ..4 • • • • ... • • • • • • ••• • • • • • .. • .. • • •• •• • • • •• •• • •• • • • ••• • • Raul Rodrigu i,, Chief Product Control Division • • • • • • • • •••• s • • . •..• • •• • • • • •• •••• • • •• • • • • •• • • • • • PROCEDURE RJR MULLION SELECTION 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MULLION AS PER FLORIDA BUILDING CODE. 2. USE GRAPHS ON SHEETS No.2 AND 3 TO DETERMINE THE MULLION SIZE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 3. USE GRAPHS ON SHEET No. 4 TO DETERMINE THE TYPE OF CONNECTION BETWEEN MULLION AND STRUCTURE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES MULLION APPLICATIONS VERTICAL OR HORIZONTAL GENERAL NOTES: PRODL TOONTAOL DIWSION BUDDING CODE COMPLIANCE OFFICE 1. MUWONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 —T5. 3. FOR DETAILS OF ATTACHMENT BETWEEN MUWON AND STRUCTURE REFER TO SHEETS No.5 AND 6 OF THIS PRODUCT APPROVAL. 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. PRODUCT RENEWED ACCEPTANCE Na 4 1-17t6 .I / 240 7 1L 11 —0I FRANC= I ERPINCE2 FL PE / 31 • • • •• • • •• •• • • • • • •• • • 100 95 a 90 PA 85 80 z 4 75 ••• 70 ••••65 • 60 •••• •••• 55 • •••• •••. • 40 •••• • 35 •••• 30 130 125 120 115 110 105 • • \u • •• • • •• • • • • • • • • • • • • • • • `••4 •• • •� • 20 ' • 390 • 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH IN INCHES 1" X 2" X 1/8" MULLION TRIBUTARY WIDTH= W1 + W2 2 130 125 120 115 110 105 100 95 90 g 85 Ef 80 5 01 75 MULLION SPAN 70 65 60 55 50 45 40 35 30 20 TRIBUTARY W10TH= W1 + W2 2 111\\1•\ ■11■ ■i\11111■■11■r 1111111\11111.' ■11 11■\\■ ■■11■ 1111111111 1111111111 \ ■\ 11111M■■11 ■11N■ 111111■■111111 1111 \ ■11 ■ \ \� 11111 ■\ ■111111 25 30 35 40 45 50 55 60 65 70 75 TRIBUTARY WIDTH 14 INCHES 1" X 3" X 1/8" MULLION 130 125 120 115 110 105 100 95 90 • 85 • 80 75 70 45 40 30 NOTE NUMBERS ON CURVES DENOTE MUWON SPAN i iiI'IAHIII �.,' ■,1 ■, 11'11■■■■ 1\ \1111 ■1111■\`MMI ■■ \11M1111■1111■■■ ■ \�\ ■1111 ■ \`� ■1 \ ■11 ■\\111111\111111■N1111 ■■■►11111 1■1111111\11 ■•111111 ■11111111■11 E■ ■ ■1111■1111■11■■ 111111► ■11111111 ■111111 ■ \11111M 111111\■■ 111111 ■11■111111■ ■1111 1111 \11■ \1■► ■111111 1111■ ►111111■■\E■• 111111■1111■ ■1111■1111 80 85 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH IN INCHES PRODUCT RENEWED ACCEPTANCE No. OH Z t � 'VI EXPIRATION DA 1" X 4" X 1/8" MULLION Sunshine Windows Manufacturing, hoc, 1740 W. 33,4 Raw *1WI ,, Fl•Ma 33612 Pl,: 306384 - 9.62 Far• 306 —5118 O D, M H 0.b.12-17-01 sw1. 1/2" =1" DRAWING NO. MOO - 01 SHEET 2 OF 7 • • • • •• • • •• • •. • :• •• • • • •••• • •••• • •••• •••• • .••. • •••• • •••• • •••• HORIZONTAL MUWON VERTICAL MUWON • •• • • •••• ••.• • • •••• • MUWON SPAN TRIBUTARY WIDTH= RI + W7 • • 2 • • • • • TRIBUTARY WIDTH- W1 + 1.17 2 NOTE: NUMBERS ON CURVES DENOTE MUWON SPAN 170 125 120 115 110 105 100 95 90 �n 75 S 70 85 80 65 60 55 50 45 40 35 30 •11 =1111■„ ■1111 ■."■..■►,■'►.■■ immummonna ■almu ■►, ■■-_■ 1111•„ •11„11■ ■11 ■■ 11■'■ ■■,■ ■1 1111, 1\ •1\■ ■ ■ ■E■ ■M■■ 1111 \1 ■\1 ■ ■110 •■111■ ■1■ ■ \ ■11•■1111■■■ ■. ■\, ■,11 ■ ■,■ ■' 11„11. ■ 11►® ■ ■., ■■ 11, ■ ■1 11"■■.,■ 1\ ■ \ ■11 \ ■10MIMM 11,11 � ■ ■' ■ ■„ ■■ 1i■ ■1111 ■ ■11 ■\1111■ 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH IN INCHES 2" X 4" X 1/8" MULLION 130 125 120 115 110 105 100 95 90 85 75 65 60 55 50 45 40 35 30 20 1i1i11111■11■\i ■11■E11 E■ ■I1■■■ ■►11111■■ ■.1'■ ■11,11.'■■• M1\\i•\ ■\■■\ ■■■ 11\\ \ ■ \ \ ■ ■\■11►r11■ i1II■\ \U■I ■M111 1111\\ ■►\ ■■ M■EN \►\\ ■M■\■■\II■■ IIII1■ \ ■ ■■\ ■ ■=■ i1■ \ \■ ►\1111\1111\11 1111x±11 11111 \ ■ \11■ ■111 1111 @1��11��11■ 1111 ► \11 \ \11 \ \ \ \ ■ ■\ 1111 ■11■ \■\`N■►\■ 11 ■ •=■ ■11•0■ \M. 1111••\\ ■16\■115• ■ ■■■■11■ ■■I INE 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH IN INCHES 2" X 6" X 1/8" MULLION PRODUCT RENEWED ACCEPTANCE Na Oh1Zt6• EXPIRATION D Tan �. T MOW' D ION BURDTNO CODE COMPLIANCE OFFICE 601 (Z -I1 -1 FRANCISCO NERWWDE2 FL PE i 51393 I lM I GLAZING PRODUCT GLAZING PRODUCT (LAZING PRODUCT • • • • •• • • •• • •. • :• •• • • • •••• • •••• • •••• •••• • .••. • •••• • •••• • •••• HORIZONTAL MUWON VERTICAL MUWON • •• • • •••• ••.• • • •••• • MUWON SPAN TRIBUTARY WIDTH= RI + W7 • • 2 • • • • • TRIBUTARY WIDTH- W1 + 1.17 2 NOTE: NUMBERS ON CURVES DENOTE MUWON SPAN 170 125 120 115 110 105 100 95 90 �n 75 S 70 85 80 65 60 55 50 45 40 35 30 •11 =1111■„ ■1111 ■."■..■►,■'►.■■ immummonna ■almu ■►, ■■-_■ 1111•„ •11„11■ ■11 ■■ 11■'■ ■■,■ ■1 1111, 1\ •1\■ ■ ■ ■E■ ■M■■ 1111 \1 ■\1 ■ ■110 •■111■ ■1■ ■ \ ■11•■1111■■■ ■. ■\, ■,11 ■ ■,■ ■' 11„11. ■ 11►® ■ ■., ■■ 11, ■ ■1 11"■■.,■ 1\ ■ \ ■11 \ ■10MIMM 11,11 � ■ ■' ■ ■„ ■■ 1i■ ■1111 ■ ■11 ■\1111■ 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH IN INCHES 2" X 4" X 1/8" MULLION 130 125 120 115 110 105 100 95 90 85 75 65 60 55 50 45 40 35 30 20 1i1i11111■11■\i ■11■E11 E■ ■I1■■■ ■►11111■■ ■.1'■ ■11,11.'■■• M1\\i•\ ■\■■\ ■■■ 11\\ \ ■ \ \ ■ ■\■11►r11■ i1II■\ \U■I ■M111 1111\\ ■►\ ■■ M■EN \►\\ ■M■\■■\II■■ IIII1■ \ ■ ■■\ ■ ■=■ i1■ \ \■ ►\1111\1111\11 1111x±11 11111 \ ■ \11■ ■111 1111 @1��11��11■ 1111 ► \11 \ \11 \ \ \ \ ■ ■\ 1111 ■11■ \■\`N■►\■ 11 ■ •=■ ■11•0■ \M. 1111••\\ ■16\■115• ■ ■■■■11■ ■■I INE 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH IN INCHES 2" X 6" X 1/8" MULLION PRODUCT RENEWED ACCEPTANCE Na Oh1Zt6• EXPIRATION D Tan �. T MOW' D ION BURDTNO CODE COMPLIANCE OFFICE 601 (Z -I1 -1 FRANCISCO NERWWDE2 FL PE i 51393 GRAZING PRODUCT J Gt/21NG PRODUCT 44, GLAZING GLAZING PRODUCT PRODUCT W1 W2 \,I GLAZING GLAZING PRODUCT PRODUCT J 1 � W1 W2 • •• • •• • • •• •; • •• • •• • • 130 125 120 115 110 105 100 90 85 g � 80 a 75 •• 70 • 60 •••• •••• • 45 •••• • 40 ••• • • 30 •••• •••• TRIBUTARY WIDTH IN INCHES ANCHOR TYPE A & D ANCHORS TYPE A, B OR C TRIBUTARY WIDTH= W3 + W4 2 ANCHORS TYPE 0, E OR F TRIBUTARY WIDTH= W1 + W2 2 ANCHORS TYPE A, 8 OR C TRIBUTARY WIDTH= W1 + W2 2 130 125 120 115 110 105 100 95 90 k 85 X 80 E 75 5 70 65 45 40 30 1'1„ ■.,, ■, ■ ■ ■ ■■■ 111111\►\►1EIMI ■■■■ 111►1 \1111■1111\\\ ■ ■ ■■■ 11111111111M111113111111111111 11111 \1\ 1111 ■►MIX■■■ ■ ■ \\► \MI \\\\`1111\ 11111112=111■111111111111 ■■■■ INIMILM1► ■■■ ■ ■ ■■MI,M, ■ ■ ■ ■ ■ ■ ■ ■SROM 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH IN INCHES a ANCHOR TYPE B & E ANCHORS TYPE A, B OR C TRIBUTARY WIDTH= 2 ANCHORS TYPE A B OR C TRIBUTARY WIDTH- W1 + 142 2 130 125 120 115 110 1 05 1 00 95 90 i'85 I 70 65 60 55 50 45 40 35 30 ■.1„►, ►„1.'.., ■■ ■ ■\1► \1\ ■\\■ ■11MEM ■ •111111M1111\\ ■ ►1131 ■■'11„'.\,■111■„ ■■ ■►\11\■ \ ■■ ■\ ■ ■ ■11=11111111, ■,■ ■ •■■■\\\ \1111■ •■ ■■ ■ •\ ►\11\\■ ■■■■■•■■■MNS► ■■■■■■■■■■ ILM ■ ■■■ ■ ■■ •■■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH IN INCHES NOTE: NUMBERS ON CURVES DENOTE NUWON SPAN PRODUCT RENEWED ACCEPTANCE Nn G I 1l L T • F Y E7(PIAATTg9 DATE PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ANCHOR TYPE C & P B I Z -(1 - D1 FRANCISCO HERNANDEZ FL PE 51393 ilk Ssi .!s INISPIMillt mai ►`■ems WINIIIIMP • r ■BRE III .0 15 • 3a • 35 4d 45 50 • 55 60 65 70 75 80 a5 • •• • •• • • •• •; • •• • •• • • 130 125 120 115 110 105 100 90 85 g � 80 a 75 •• 70 • 60 •••• •••• • 45 •••• • 40 ••• • • 30 •••• •••• TRIBUTARY WIDTH IN INCHES ANCHOR TYPE A & D ANCHORS TYPE A, B OR C TRIBUTARY WIDTH= W3 + W4 2 ANCHORS TYPE 0, E OR F TRIBUTARY WIDTH= W1 + W2 2 ANCHORS TYPE A, 8 OR C TRIBUTARY WIDTH= W1 + W2 2 130 125 120 115 110 105 100 95 90 k 85 X 80 E 75 5 70 65 45 40 30 1'1„ ■.,, ■, ■ ■ ■ ■■■ 111111\►\►1EIMI ■■■■ 111►1 \1111■1111\\\ ■ ■ ■■■ 11111111111M111113111111111111 11111 \1\ 1111 ■►MIX■■■ ■ ■ \\► \MI \\\\`1111\ 11111112=111■111111111111 ■■■■ INIMILM1► ■■■ ■ ■ ■■MI,M, ■ ■ ■ ■ ■ ■ ■ ■SROM 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH IN INCHES a ANCHOR TYPE B & E ANCHORS TYPE A, B OR C TRIBUTARY WIDTH= 2 ANCHORS TYPE A B OR C TRIBUTARY WIDTH- W1 + 142 2 130 125 120 115 110 1 05 1 00 95 90 i'85 I 70 65 60 55 50 45 40 35 30 ■.1„►, ►„1.'.., ■■ ■ ■\1► \1\ ■\\■ ■11MEM ■ •111111M1111\\ ■ ►1131 ■■'11„'.\,■111■„ ■■ ■►\11\■ \ ■■ ■\ ■ ■ ■11=11111111, ■,■ ■ •■■■\\\ \1111■ •■ ■■ ■ •\ ►\11\\■ ■■■■■•■■■MNS► ■■■■■■■■■■ ILM ■ ■■■ ■ ■■ •■■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 20 25 30 35 40 45 50 55 60 65 70 75 80 85 TRIBUTARY WIDTH IN INCHES NOTE: NUMBERS ON CURVES DENOTE NUWON SPAN PRODUCT RENEWED ACCEPTANCE Nn G I 1l L T • F Y E7(PIAATTg9 DATE PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ANCHOR TYPE C & P B I Z -(1 - D1 FRANCISCO HERNANDEZ FL PE 51393 • � • •4 •; • • • • •• •: • 1' X 3' ALUM. TUBE •••• • • • • (2) EA Nag • • • • •1 • •• • •••• • • NP • 2' X 2' X 1/8' ALUM. ANGLE 14 S.M.S. (2) EA NW 2'•X 2'•X 1/!Y • NOTE: 256L� ANCHOR TYPE "A" • •• • • • • • 4 1' BY OR 2' BY WOOD BY OTHERS i • • 1' B WO Y 0R 2' BY OD • BY OTHERS • • • • 14 S.M.S. 1 1/2' 18N. MOMENT INTO WOOD OR 1/4' TAPCONS 1 1/4' MIN. •1}2• • EMBEDMENT INTO CONCRETE, (1) PER ANGLE 1- MUWON CONNECTIONS SHOWN ON THIS SHEET ARE APPUCABLE TO VERTICAL OR HORIZONTAL MUWONS. 2- WOOD BUCKS BY OTHERS SHALL WITHSTAND ALL GLAZING SYSTEM LADS / 14 S.11S. 1 1/2' LIR EMBEDMENT INTO MOOD OR 1/4' TAPCONS 1 1/4' 18N. EMBEDMENT INTO CONOEIE, (1) PER ANGLE 1'X3',1'X4' 2' X 4' OR 2' X 8ALUN. TUBE ANCHOR TYPE "B" 2' X 2' X 1/8' ALLAL ANGLE 14 5.YS (2) EA ANGLE 2'X2'X1 M 2 5/8' FOR 3' MULLION 3 5/8' LONG FOR 4' MU.U0N 5 5 8' IO /8' LONG FOR AI + ON (2) EA ANGLE r 1 /2' 4 DETAIL OF ATTACHMENT TO PRECAST SILL 5/8• 5 - / � B• L 1' RIOR2'BYW000 BY OTHERS 1'4 , ' X4' 0R X 2' X 6 ALUM. TUBE / 14 U.S. 1 1/2' 1884. 046E118.11NT INTO WOOD OR 1/4' TAPCONS 1 1/4' 1184. EMBEDAI NT INTO CONCRETE. (2) PER ANGLE / 14 S.M.S. 1 1/2' 184. EMBEONENT INTO WOOD OR 1/4' TAPCONS 1 1/4' MIN. EMBEDMENT 0470 =CRETE, (2) PER ANGLE ANCHOR TYPE "C" 2'82'X1/8 AUAL MW 14 S.N.S. EA MW 2' X 2' X 1/8' ALUM. ANGLE 3 5/8' HONG FOR 4' MULLION 5 5/8' LONG FOR C MUWON (3) A WE EA 1/2' PRODUCT RENEWED ACCEPTANCE No 01- (it'•lY EXPIRA ND u 411 4i BY IRO, • ,. BUDDING CODE COMPLIANCE O I C F. d 1' BY OR 2' BY W000 BY OTHERS 1/4' 100016 1 1/4' INN. E188EDMENT INTO CONCRETE, (2) PER ANGLE 4 1/4' TAPCONS 1 1/4' MIN. EMBEDMENT 04TO CON (2) PER ANGLE IZ-t7 'O1 FRANCISCO HERNAFIO2 ft.. PE / 51303 •I • • • • •••• •• • • • •••• • •••• • .• •••• ANCHOR TYPE "A" • •• • • • • :•••• A(1PLWp••• • •• • • 1 5/8• L06 we 2' MUUIDN • • • • 2 5 /8'WONG FOR 1 YULLXx4 •••• •••• • • • • •••• •••• 1'PMCR2'87WOOD 87 OTHERS d . BY OTHERS • , / 14 S.Y.S. 1 I/4' MIN. EMBEDMENT PRO WOOD OR 1/4' TAPCONS 1 1/4' EN. EYEfDYEM INTO CONCRETE. (1) PER CUP 1' BY OR r BY WOOD 8Y OTHERS d 14 SAS. 1 1/4' M. OABE0YEM W., INTO WOOD 06 1/4' TOPCOATS 1 1/4' YIN. • EAeinkaaIT PRO CO EIE. (1) PER CL0' DETAIL OF ATTACHMENT TO PRECAST SIIL 1'xr, 1'x 2' X 4' OR 2' X 6 ALIAI. TUBE ALUM. CUP CLIP FOR 1" WIDE TUBES ANCHOR TYPE "B" d • 1' 87 OR 2' or W00D 1' X 4' . a'X OR 2 X8 • 14 5.1.5. 1 1/4' YIN. OBEDIENT INTO WOOD OR 1/4' TAPCOIS 1 1/4' EN. OBEDIENT INTO CONCRETE, (2) PER CUP II 14 S.M.S. 1 1/4' YIN. OBEDIENT INTO WOOD OR 1/4' UPC016 1 1/4' Mk OBEDIENT INTO CONCRETE, (2) PER CUP CLIP FOR 2" WIDE TUBES ANCHOR TYPE "C" CLP FOR 4' MIRLION FOR B' 114UON PRODUCT RENEWED ACX:SFTANCENo OT —it 26.1V ay 1 1.:1 5 PRODUCT CONTROL DIVISION DE COMPLIANCE OFFICE Cr N 1/4' TAPCONS 1 1/4' 6114. DEMENT INTO CONCRETE (2) PER CUP NOTE: 1— MUWON CONNECTIONS SHOWN ON THIS SHEET ARE APPUCABLE TO VERTICAL OR HORIZONTAL MUWONS. 2— WOOD BUCKS BY OTHERS SHALL WITHSTAND ALL GLAZING SYSTEM LOADS I Z - 11 — o/ FRANCSCO RERNO110E2 FL PE if 5t3P3 Sunshine Windows Manufacturing, Inc. 174E W. 33rd Place I•d•.Ii. Male 33D12 Ph: j36!' Y952 Fac(306 115 D..m B MH o.i.: -17 -01 sad 1/2"=1" Filmdom OFAWINO NO. MOO -01 SHEET 6 OF 7 • • •• • •• • • • •• • • • .. • •• • • •• • •••• • • •• • • • •••• •••• • • •••• •••• • •••• • •• • • • •••• •••• • • • • ••.• • • •••• • •• • • • • • • • •• •••• •••• • • • • •• • • • • • • • • • • • • •• •• • •••. •.•• • ANCHOR TYPE " D " ; • I 4N HORTYPE "F" (3) /14 S.MS AT EA CLIP LEG 2 z 6 VERTICAL MULLION TALIW NR CUP ANCHOR TYPE " E " HORIZONTAL MULLION TYPICAL SECTION DETAILS OF MULLION TO MULLION CONNECTION 2)•145.6.SATEA CLIP LEG VERTICAL MWJON MULJION CUP PRODUCT RENEWED A( WFTANI� a- 1'1,9,6 • IY re7 ,i►'l s ).0• ... 1 r, .I . •.. COMM BUILDING CODE CO2PJJANCSOFFIfS FRANCISCO HERNANDEZ ti PE / 51396 Sunshine Windows Manufacturing, Inc. 1746 W. 33rd Place H•..h, Patio 33612 Ph: (305054-9852 Fu(205)825- 16 Tka.n TTy: MH o.a:12 -17 - 01 sem.: 1 /Y =1 ° : lam: DRAWING NO MOO - 01 SHEET 7 OF 7 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12 Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window wI wo Reinforcements- L.M.I. APPROVAL DOCUMENT: Drawing No.S805 -LM, titled "Series 805 Aluminum Horizontal Rolling Window ", sheets 1 through 6 of 6, dated 12/05/03 and last revised on 04 -21 -2004, prepared by manufacturer, signed sealed by Kelvyn Whitfield, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building ge'icial'' • • • • • • • ... • • • • • • • • • •• • ... • This NOA consists of this page 1 and evidence page E -1, as well as approval docE ent:uenliane$abaLe: .. • The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • •: • : • •: QA 1Jo 04 012!.0• • yxpi tlbn,,H§te: play 1 .,'009 • • Approval Hate: May 13,4004. Page 1 • • •• • • • • • ... • • • • • • • • • • • • • .. •. • ... • • TM Window & Door. Co NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No.S805 -LM, titled "Series 805 Aluminum Horizontal Rolling Window ", sheets 1 through 6 of 6, dated 12/05/03 and last revised on 04 -21 -2004, prepared by manufacturer, signed sealed by Kelvyn Whitfield, P.E B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edumundo Largaespada, P.E. 2. Additional 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 (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11/13/03, signed and sealed by Edumundo Largaespada, P.E. C CALCULATIONS 1. Anchor verification calculations and structural analysis dated 12 -31 -03 and last revised on 03 -17 -2004 prepared, signed and sealed by Kelvyn Whitfield, P.E. D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Dupont Butacite ® PVB ", expiring on 12/11/05. 2. Notice of Acceptance No. 03- 117.05 issued to "Surface Specialties Inc" for "Uvekol", expiring on 02/08/09. (Rev NOA#02- 0429.06 -UCB Chemical Corp). F. STATEMENTS 1. Statement letter of conformance and "No financial interest ", dated 12/31/03, signed by Kelvyn Whitfield, P.E. 2. Statement letter of compliance dated 11- 10- 03,issued by Fenestration Testing lab G. a1'1ik,R •• . .. 1. Test Proposal dated 10 -23 -03 approved by BCCO. • 2. "Uvekol laminator list" issued by Surface specialties, si ed by,J. � 1a y �' , \x h� • • Ishaq L Chanda, P.E. Product.Cogtrgl Examiner VQA'lo 04-0}211.01 : • Fxpi1tibn.D %te: May1V,02P0? : • • Approval Date: May 13,4004• E -1 ••• •• • •.. • • • •.•• • • • • • • . .• • • • • • • • • • • • • .. . • ••• • • 1 f 74' MAX. FRAME WIDM 14 38' KO. 1 4 5/8' MM. TIP. AT HEAD/,,LL VENT WIDTH a doh NY 33 1/4" MAS. I F1XEO LOE D.L.O. La I 1 9p .071s 4 X I STEEL REINF. 3e MAX. VENT WIDTH 74' MAS. FRAME WIDTH if 14 1/4" MAX TYP. AT HEAD/SIU. 38' 148. VENT WIDTH 111' MAX. FRAME WIDT11 0 41 2 4 KELVYN WHITFIELD. P.E. FLORIDA CERTIFICATE No.24140 5 /2 MAIL TYP AT JM48 CORNERS • • • • • • • TWA AT CORNCRS •• •• • If DESIGN PRESSURE (ALUMINUM REINFORCEMENT) POSITIVE + 55.0 PSF NEGATIVE - 55.0 PSF 7/16' OVERALL LAMINATED ANN. UVEKOL TEST REPORT No.: FTL -3995 5 5 TIP. AT JAMS - CORNERS IE L GENERAL NOTES 5 1/2' MAx. TYP. AT NERD /SILL CORNERS = L - r L 5 1' MAY TIP. /2 AT JAMB CORNERS DESIGN PRESSURE (STEEL REINFORCEMENT) WITH 3 5/8" SILL RISER POSITIVE NEGATIVE + 90.0 PSF - 90.0 PSF 7/16' OVERALL LAMINATED H.S. UVEKOL OR SENTRY GLASS PLUS TEST REPORT No.: FTL -3946 SERIES 805 HORIZONTAL ROLLING WINDOW (LARGE MISSILE IMPACT) (UNITS VIEWED FROM EXTERIOR) SCALE: 1/2" = 1' - 0" • 1.13146c ° APPROVAL • DRA1 IIIGS ARE BASED ON TEST REPORTS NUMBERS FTL -3946 AND FTL -3995. AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ABOVE) 2. DRAWINGS PROVIDEMN$HOR INFORMATION FOR WOOD FRAME, STRUCTURAL CONCRETE /CONCRETE BLOCKS & METAL STRUCTURE CONTRUCTIONS (SEE SHEET 4 OF 6) • 3.°GLAZING: /1 6' OVERALL LAMINATED HEAT STRENGTHENED OR ANNEALED UVEKOL-L10. RESIN OR SENTRY GLASS PLUS (SEE CORRESPONDING DESIGN PRESSURE TABLES • • • • AND GLAZING D ETAIL•'S) 4. GULLING METHOD: MBRUIti LAZED WITH 0.455' PENETRATION. USING DOW CORNING 995 SILICONE AND ALUMINUM GLAZING BEAD (SEE GLAZING DETAILS) 5. S%ALM'S: A NARROW, 11014 QF SEALANT IS APPLIED ON ALL PANEL AND FRAME CORNERS AND INSTALLATION SCREW HEADS. 6. • Cj1itiG I TIONS: PSF) OR OX /X0, XOX ( ±90.0 PSF) 7. DESIGN P/ESSURE RATING: SEE CORRESPONDING CHARTS BELOW BELOW EACH ELEVATION. 8. SINGLE ROW OF• FASTENERS SHALL BE AS LISTED AND SPACED AS SHOWN (SEE CORRESPONDING ELEVATIONS) 9. ATTACHMENT TO WOOD AND SUBSTRATES: TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS • TO THE STRUCTURE. 10. SNUT1iBRS REOUIR6MGN1:64113,SHUTTERS ARE REQUIRED. • • • • • • •••• • • • • •••• App•Ye �n wm With the vms s < o L O "C W 9 1 DRAWING Ne.: S805 -LM ( SNEET 1 of a ) J HORIZONTAL ROLLING WINDOW SERIES 805 ALUMINUM LARGE MISSILE • • • • • 0 rc • • • • ••io$1/16' x 1/ '• • •WHEEP HOLE • • •ON1D AT EACH SIDE OF SILL• • • • • • •• ... • • • • JI 1I11iL i • i1 T 1 ?& 6, -1 •• O • • • • • • • • • • • • • d • VERTICAL .. ION • • 0 JAMB (LOCK SIDE) CROSS SECTIONS ( ±55.0 PSF) 0.120' UVEKOL S LIQUID -RESIN INNER LAYER BY SURFACE SPECIALTIES. INC. 3/16" ANNEALED 3/16" ANNEALED DOW CORNING 995 EXTRUDED GLAZING BEAD 0 W W .455' GLASS BITE GLAZING DETAIL SCALE: FULL SIZE cD2 3 MEETING RAIL (ALUM. REINFORCEMENT) 0 JAMB (FIXED SIDE) 0 6 of KELVYN ITFIELD. P.E. FLORIDA CERTIFICATE No.24140 O 2 9 DRAWING Ne.. S805 -LM SHEET 2 OF 0 f • • • • • • • • • • • M • wl 0 • .L6` x 1 • • • • *I EEP HOLE • • • Wh E•AT EACH SIDE OF SILL• • • • • • • . • • • •• • • • • f • VERTIC.L S d • • • • SIUCONE BEAD II I EXTERIOR I F FRAME WIDTH cD3 2 JAMB 1 - MEETING RAIL (LOCK SIDE) 3 (STEEL REINFORCEMENT) App.-area a Biddies uw•:� will the CROSS SECTIONS (190.0 PSF) r401, A,� Li z , SF 6 ' 3/16" HEAT STRENGTHENED DOW CORNING 995 GLAZING BEAD 0.100" SENTRY GLASS PLUS INNER LAYER BY DUPONT. OR 0.120" INEKOL 5 UQUID —RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/16" HEAT STRENGTHENED .455" CUSS BITE GLAZING DETAIL SCALE: FULL SIZE 6 JAMB 3 (FIXED SIDE) EXTERIOR FRAME WIDTH 5 JAMB 6 MEETING RAIL ()MEETING RAIL 8 JAMB 3 (LOCK SIDE) 33 (STEEL REINF.) (STEEL REINF.) 3 (LOCK SIDE) o ¢� (o¢' KELWN WHITFIELD. P.E. FLORIDA CERTIFICATE No.24140 M ORAWWG No.. S805 —LM 0 0 0 03 5 0 0 ( s4EEr 3 Or JJ • • • • • • • .• • • • TYPICAL HEAD /SILL ATTACHMENT TO CONCRETE SUBSTRATE • • • • 1 t /4' MIN. EMBED. • • 1 BY P.T. WOOD BUCK. (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4' MAX. STIFF METALLIC SHIM 1 x 3/4 x 1/8 x 4' LONG, PRE - DRILLED & FACTORY INSTALLED ALUM. CUP (ITEM 933) AT FRAME HEAD ONLY, 23' FROM FRAME CORNER (VENT SIDE ONLY). ATTACHED TO FRAME WITH TWO 910x1' PH. SELF DRILLING SCREWS (TYP. FOR ALL APPLCATIONS) ELCO 1/4'0 HH. TAPCON (MUST PASS THRU CHANNEL, ITEM 933) ELCO 1/4'0 HH. TAPCON (MUST PASS THRU SILL CLIP, ITEM 99) 12' LONG. PRE - DRILLED & FACTORY INSTALLED ALUM. SILL CUP ADAPTER (ITEM 99) AT FRAME SILL INTERLOCKS ONLY. (TYP. ALL APPLICATIONS) 1 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL • •••• ha) 1/4'0 FH. TAPCON 1/4 MAX. STIFF METAWC SHIM • IjTERI0R TYD. JAB ATTACHMENT TO CONCRETE SUBSTRATE TYPICAL HEAD /SILL ATTACHMENT TO WOOD SUBSTRATE 1 1/2' —_{ MIN. EMBED. 2 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL ELCO 1/4'0 FH. TAPCON 1/4' MAX. STIFF METALUC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO WOOD SUBSTRATE ELCO 1/4'4 HH. TAPCON (MUST PASS THRU CHANNEL, ITEM 9.33) 2 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4' MAX. STIFF METAWC SHIM ELCO 1/4'0 HH. TAPCON ALUMINUM: 6063 -T5 ALLOY MIN. ALUM.: Fy = 23 KSI MIN. STEEL: Fy = 33 KSI MIN. (STEEL OR ALUM. 1/8' MIN. THICKNESS) I i _• i • TYPICAL HEAD /SILL ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) TO BE ENGINEERED SEPARATELY ALUMINUM: 6063 -T5 ALLOY MIN. ALUM.: Fy = 23 KSI MIN. STEEL: Fy = 33 KSI MIN. (STEEL OR ALUM. 1/8' MIN. THICKNESS) ELCO 1/4'0 DRILL-FLEX (GRADE 5) SELF DRILUNG SCREW. 1/4' MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) TO BE ENGINEERED SEPARATELY ELCO 1/4'0 DRILL -FLEX (GRADE 5) SELF DRILLING SCREW. 1/4' MAX. STIFF METALUC SHIM ELCO 1/4'0 DRILL -FLEX (GRADE 5) SELF DRIWNG SCREW. TO BE ENGINEERED SEPARATELY KELVYN WHRFlELD. P.E. FLORIDA CERTIFICATE No.24140 45 88.2 Oj O "01 0 _o 'd a 1 1 5 DRAWING Ho.: 1 S805 -LM ( SHEET 4 OF 8 �� B1LL OF MATERIAL ITEM QUANTITY PART No. MATERIAL DESCRIPTION LOCATION 1 - 1 TM -118 6063 -T6 ALUM. 3 1/8" LONG SPRING LOADED VENT LATCH WINDOW VENT SIDE RAIL MIDSPAN (LOCK SIDE) 3 1 TM -133A 6063 -T6 ALUM. FRAME SILL BASE WINDOW BOTTOM FRAME 4 1 TM -130 6063 -T6 ALUM. FRAME HEAD WINDOW TOP FRAME 5 1 TM -131A 5063 -16 ALUM. FRAME JAMB (FIXED SIDE, *55.0 PSF) WINDOW SIDE FRAME 6 1 TM -132 6063 -16 ALUM. FRAME JAMB (LOCK SIDE) WINDOW SIDE FRAME 7 1 TM -131A 6063 -16 ALUM. FRAME JAMB (FIXED SIDE, ±90.0 PSF) WINDOW SIDE FRAME 8 1 TM- 134 6063 -16 ALUM. FRAME SILL TOP WINDOW BOTTOM FRAME 9 1 /INTERLOCK TM- 135 6063 -16 ALUM. FRAME SILL CUP ADAPTER (12" LONG) WINDOW FRAME SILL, AT EACH INTERLOCK (ALL UNITS) 10' 1 TM -136 6063 -T6 ALUM. FRAME SILL TRACK WINDOW FRAME SILL 11 1 TM -137 6063 -T6 ALUM. FIXED MEETING RAIL WINDOW FRAME 12 2 TM- 138 6063 -16 ALUM. VENT TOP AND BOTTOM RAIL WINDOW TOP & BOTTOM VENTS 13 1 TM -139 6063 -T6 ALUM. VENT SIDE RAIL (LOCK SIDE) WINDOW SIDE VENT 14 1 TM- 140 6063 -T6 ALUM. MOVING MEETING RAIL WINDOW SIDE VENT 15 4 /LITE -VENT TM -141A 6063 -T6 ALUM. EXTRUDED GLAZING BEAD (*55.0 PSF) WINDOW GLASS PERIMETER 16 (1) STRIP W31225 WOOL FIN SEAL WEATHERSTRIP -.270" x .220" HIGH FRAME POCKET JAMB/VENT TOP & BOTTOM RAILS 17 (1) STRIP W43371 WOOL FIN SEAL WEATHERSTRIP -.187' x .370" HIGH FRAME POCKET JAMB/VENT SIDE RAIL (LOCK SIDEZ 18 (1) STRIP W43201 WOOL . FIN SEAL WEATHERSTRIP -.187' x .200" HIGH FIXED & MOVING MEETING RAILS AND SILL TOP 19 3 P5043 WOOL 1 3/8" x 7/8" x 1/2" FINSEAL PAD FRAME TRACK (INTERLOCKS & LOCK ENDS) 20 2/VENT - -- PLASTIC /BRASS WHEEL HOUSING ASSEMBLY WINDOW VENT BOTTOM RAIL ENDS 21 4/VENT - -- .6063 -16 ALUM. .540" x .740" x .063" GLAZING BEAD (*90.0 PSF) WINDOW GLASS PERIMETER (OX/X0, XOX *90.0 PSF) 22 2 - -- GLASS 7/16" OVERALL LAM. ANNEALED UVEKOL WINDOW FRAME/VENT (SEE DESIGN PRESSURE TABLES) 23 2 OR 3 - -- GLASS 7/16" OVERALL LAM. H.S. UVEKOL /SENTRY GLASS WINDOW FRAME/VENT (SEE DESIGN PRESSURE TABLES) 24 AS REO'D 995 SILICONE GLAZING COMPOUND (DOW CORNING) GLASS PERIMETER 25 SEE ELEV. - -- STEEL/PLATED INSTALLATION FASTENER (SEE SHEET 4 OF 6) WINDOW FRAME PERIMETER 26 2 /CUP - -- STEEL/PLATED 110 x 1' PH. SELF- DRIWNG SCREW (ASSY.) VENT HEAD WINDLOAD CLIP 27 10 - -- STEEL/PLATED #12 x 1 1/4" PH.SMS. (ASSY.) FRAME CORNERS 28 12 - -- STEEL/PLATED 110 x 1" PH.SMS. (ASSY.) VENT CORNERS & TOP /BOTTOM INTERLOCKS 29 1 - -- 6063 -T6 ALUM.. 3 5/8" x .062" SILL RISER (XO /OX, XOX *90 PSF) WINDOW FRAME SILL BASE, GLUED ON THE INTERIOR 30" 1 /INTERLOCK - -- 6063 -T6 ALUM. 1" x 1' x 1/8" THK, REINFORCING TUBE INTO MOVING MEETING RAIL (XO /OX ±55.0 PSF) 31' 1 /INTERLOCK - -- STEEL A -513 (11 CA.) 1" x 1" REINFORCING TUBE INTO MOVING MEETING RAIL (X0 /OX, XOX ±90.0 PSF) 32' 2 /INTERLOCK - -- 5063 -T6 ALUM. 1" x 1/2" x 1/8" THK. REINFORCING CHANNEL INTO FIXED MEETING RAIL (XO /OX *55.0 PSF) 33 1/VENT - -- 6063 -16 ALUM. 1" x 13/16" x 1/8" x 4" LG. WINDLOAD CUP FRAME HEAD. EACH VENT. 23" FROM LEFT (XO /OX, XOX) 34" 2/INTERLOCK - -- STEEL A -36 (11 GA.) 1' x 1/2" REINFORCING CHANNEL INTO FIXED MEETING RAIL (XO /OX, XOX *90.0 PSF) TM -131A FRAME JAMB (FIXED SIDE) TM -130 FRAME HEAD MOVING MEETING RAIL TM -132 FRAME JAMD (LOCK SIDE) TM -133A FRAME SILL BASE • • • •• • • • ••• . • T •• .., . ••. • • 9•• •• 9• • • • • •• • • • • • TM -137 FIXED MEETING RAIL 2.312 59" TM -139 SIDE RAIL (LOCK SIDE) NOTE: (•) DENOTES FULL LENGTH TM -138 TOP AND BOTTOM RAIL .062 - 1071 1. —I .929" I — TM -135 SILL CUP ADAPTER TM -136 SILL TRACK TM -118 VENT LATCH LOCK as B idk,, C �U ne TM -141A EXTRUDED GLAZING BEAD II -�.� F 3l3 1. -I� I I L +I .7w' ITEM GLAZING BEAD ANGLE 1 3.625' .062" ITEM ® 062" SILL RISER KELVYN WHITFIELD, P.E. FLORIDA CERTIFICATE No.24140 0 O " Q k a 3 3 w 5 g E 1-- U 0 0_ sminom 0 a OFLUANO No.. S805—LM sum s OF 6 • • •. • • 812 x 1 1/4' PH.SMS. ASSEMBLY SCREWS • • • • • • • \ • •• • • • • •• • • • • • • • • • • • • •• • •• • • • WINDOW ,RAME CORNER CON51RIXTION DETAIL 810 x 1' PH.SMS. 810 x 1 PH.SMS. ASSEMBLY SCREWS ASSEMBLY SCREWS 810 x 1 PH.SMS. ASSEMBLY SCREWS OPERABLE VENT CORNER CONSTRUCTION DETAIL 810 x 1 ' PH.SMS. ASSEMBLY SCRESTILE SHOWN FOR \ OX APPLICATIONS. REVERSIBLE ON XO AP � _ �h 810 x 1' PH.SMS. ASSEMBLY SCREWS 812 x 1 1/4' ASSEMBLY SCR Approved asaspbaxg•1m m. Melds FIXED MEETING RAIL FIXED VENT CORNER CONSTRUCTION DETAIL CONSTRUCTION DETAIL (XO /OX UNITS t90 PSF) 0o 1- a 1 rS805 oRAWWC N0.: 1 SHEET s OF ) J MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12 Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 338 Aluminum Fixed Window - Impact APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series -338 Aluminum Fixed Window (Impact.) ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on 12- 05 -03, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 NOR shall by ptelicdo; It usgr by the manufacturer or its distributors and shall be available for inspection at the job site.a't the Se4ud t bf She Pailding Official. This NOA consists of this page 1 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by 'shag I Chanda, P.E. • ........ • . • • .• • . ••• .• • .. .. • • • • •• • • • • • • • • •. • • • • • •• • • •• • • •.. • • • • . •• • • • • • • • • • • • ... • • • • • • • • • • • • • ... • ••• • • • ••• • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • •• • • NOA No 03- 0925.04 • Expiration Date: January 08, 2009 Approval Date: January 08, 2004 Page l T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1" 1'ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -52, titled "Series -338 Aluminum Fixed Window (Impact.) ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on 12 -05- 03, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA /TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per PA /TAS 202 -94 3) Water Resistance Test, per PA / TAS 202 -94 4) Large Missile Impact Test, per PA / TAS 201 -94 5) Cyclic Wind Pressure Loading, per PA / TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL -2782 (FTL00114), per PA 201, 202, 203 -94, FTL -2784 (FTL00140), per PA 201 & 203 -94 and FTL -3803 (FTL03072), Per TAS 201, 202 and 203 -94 dated 11/06/01, 11/06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P. E. and Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test, per PA 201 -94 5) Cyclic Wind Pressure Loading, per PA 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL #0806.02 -02, dated 09/24/02, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Anchor, glass and structural analysis, prepared by Al Farooq Corporation, dated 09/12/03 and revised on December 11, 2003, signed and sealed by Dr. Humayoun Farooq, P.E. D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Glass Holding LLC for "SAF- GLAS", expiring on 12/16/07. 2. Notice of Acceptance No. 03- 0916.02 issued to Glasslam NGI, dba Nebula Glass for "Glasslam Safety Plus ", expiring on.09- 09- 2008. 3. Notice of Acceptance No. 99- 0302.04 issued to UCB Chemical Corp for "Uvekol ", expiring on.02 -08 -2004. F. STATEMENTS 1. Statement letter of conformance and "No financial interest ", dated 09/18/03, signed and sealed by Dr. Humayoun Farooq,..E. • • • .. 2. Laboratory compliance;ltatemantS ∎iai of respedtive test reports. G. OTHER .. .. . .. • • • .. 1. Test proposal by TM Windows dated May 13, 2003 approved dated 5/16/03 by BCCO 1 Sln 1. C..,. Ishhq L Chanda, P.E. Product Control Examiner NOA No 03- 0925.04 • • • ••• • • • • • • • • • • • • • • • • • • • • .. • . • • • . . . • . • ... • . • • . • • • . • . • . • .. • .. • • • • • • • • • • • • • • • .. • • • •• • • Expiration Date: January 08, 2009 Approval Date: January 08, 2004 0 SIUCONE TREMCO TREMGLAZE S500 SIUCONE DOW CORNING 995 0 0 W W SIUCONE DOW CORNING 995 3/16' ANN. GLASS .060' POLYESTER SAFETY PLUS .010' PET .060' POLYESTER SAFETY PLUS GLASS TYPE 'A' 'GLASSLAM SAFETY PLUS' BY NEBULA GLASS INTL INC. 3/16' HEAT STREN'D GLASS .120 INTERLAYER INEKOL -UQ. RESIN GLASS TYPE . BY UCB CHEMICAL CORP. 1/8' ANN. GLASS 03/16' X 1/2' GLAZING TAPE 3/18' HEAT STREN'D GLASS 0 SIUCONE TREMCO TREMGLAZE 5500 O SIUCONE TREMCO TREMGLAZE S500 #10 X 1 -1/4' P.H. MS AT 22' O.C. 2 CO w SIUCONE DOW CORNING 995 z 0 m N 3/18' ANN. GLASS GLASS TYPE 'B' 'GLASSLAM SAFETY PLUS' BY NEBULA GLASS INTL INC. GLASS TYPE 'D' 'SAF -GLAS' BY SECURITY IMPACT GLASS HOLDING INC. GLAZING OPTIONS .060' POLYESTER .010' PET —.080' POLYESTER -3/16' ANN. GLASS 0 3/16' X 1/2' GLAZING TAPE 3/18' HEAT STREN'D GLASS .015 ADHESIVE BY S.I.G. .070' POLYCARBONATE BY S.I.G. .015 ADHESIVE BY S.I.C. 3/18' HEAT STREN'D GLASS ®SILICONE TREMCO TREMGLAZE S500 6' MAX. FROM ENDS 3/16' TEMP. GLASS .015 ADHESIVE BY S.I.G. .070' POLYCARBONATE BY S.I.C. .015 ADHESIVE BY S.I.C. 3/16' TEMP. GLASS m SILICONE 2E1200 INSTALLATION 4111,ti FAST ENERS STAGGERED PAIRS casObbil Ida 0* Dot . 8, NGA1 o Mind 0ib GLASS TYPE 'E' By LS 1. L.Wl4 , SAF-GLAS . BY SECURITY IMPACT GLASS HOLDING INC. FALSE MUNnNS SURFACE APPLIED OPTIONAL WINDOW W10TH TYPICAL ELEVATION Dv," OR. HUMAYOUN FAR000 STRUCTURES FIA PE # 16557 CAN. 36,18 )EC 1 1 2003 11 1/2' MAX. 1 1 1 I I I - 1 1 I I I I I ti —_n �I 1 ,I 1 I 1 1 I 1 j . D.L OPG. .. • i t 1 1 I I I I I I HEAD /SILL • ••.• • • •••• • • SERIES 338 ALUMINUM FIXED wI!ItOt DESIGN LOAD RATING FOR THESE WINDOWS TO 6E AS Pfit CHARTS SHOWN ON SHEET 2. • • THESE WINDOWS ARE, RATED FOR LARGE MI55IL: IMPA�C.? SHUTTERS ARE NOT REOUIRED. • • • THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE AND TO BE REVIEWED BY BLDG. OFF1CIAL ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL . •••• •14 ., 1 .••• •• • o • p••Ii • w x .• • • • 11E • 5 • • a •• 6 • • ••• ••• ••• • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS • • OF FIXED/FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS HOLDING CURRENT NOA. •IL•••• • • 0 O S.• • • • rIg • .mow•••• 0 • • • 0 a1� +s•• G ! • 0 Q4I••• i , • • • E • c 0 Z b id 8 8 2 drawing no. W03 -52 sheet 1 of 4 Ji 6 1 0. 2 0 DESIGN LOAD CAPACITY X ?SF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE D' GLASS TYPE 16' WIDTH LENGTH EXT. CO INT. (X) EXT. C *) INT. (X) EXT. ( INT. (X) EXT, (4) INT. (X) EXT, ( +1 INT. (X) 19 -1/8' 26 -1/2' 37' 53 -1/8' 26 , 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0. 95.0 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 82.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 19 1/8' 26 -1/2' 37' 53 -1/9' 38 -3/9 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 85.0 95.0 82.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 59.8 59.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 19 1/8' 26 -1/2" 37' 5.3-1/8' 50 -5 /8 82.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 45.3 45.3 59.0 59.0 75.0 75.0 85.3 85.3 95.0 95.0 19 -1/8 26 -1/2' 37' 53-1/8' LL 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 57.6 57.6 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 x X X X X X X X 75.0 75.0 81.3 81.3 95.0 95.0 19 1/8• 26 -1/2' 37' 53 -1/8' 74-1/4' 82.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 05.0 82.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X X 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X x x X X X X X 75.0 75.0 81.3 81.3 95.0 95.0 DESIGN LOAD CAPACITY - PSP WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH LENGTH EXT. CO INT. ( -) EXT. C +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +1 INT. ( -) . 11.114 . w .s 129, xx xx xx xx 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX XX XX XX xx 95.0 95.0 X X X X X X X X X X X X XX XX 95.0 95.0 X X X X X X X X X X X X X X X X 95.0 05.0 36' 42' 48' 54 132• XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX XX xx XX XX 05.0 95.0 XX XX XX XX xx XX XX XX 95.0 95.0 XX xx XX xx XX XX XX XX 95.0 95.0 36' 42' 48' 138' XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX X X X X XX XX X X 95.0 95.0 xx xx XX XX XX XX XX XX 95.0 95.0 38' 42• 48 144 xx xx xx xx xx xx xx xx 95.0 95.0 xx xx xx xx xx xx xx xx 95.0 95.0 XX xx •x X XX XX XX XX xx 95.0 95.0 DESIGN LOAD CAPACITY - PSP WINDOW DIMS. WIDTH 38' 42' 48' 54 60' 66' 72' 38' 42' 48' 54• 60• 66• 72' 36' 42" 48' 54' 80' 68' 72' 36' 42' 48' 54• 60' 66' 72' 36' 42" 48' 54' 60' 66' 72' 36' 42' 48' 54 50' 66' 36' 42' 48' 54• 60" 68' 38' 42' 48' 54 60' 36 42' 48' 54" 60' LENGTH 48• 60' 72' 84• 98' 102' 108' 114' 120' GLASS TYPE 'A' EXT. (4) 62.0 54.6 47.8 47.8 xx X x X 62.0 52.3 X xx xx xx X X 52.9 xx xx xx X xx X X X x x xx xx xx xx xx X xx xx xx xx xx xx xx xx xx x x xx xx xx X x x x x xx xx xx X x xx xx xx xx xx xx xx X X INT, ( -) 62.0 54.8 47.8 47.8 xx xx xx 62.0 52.3 X xx xx xx xx 52.9 xx xx xx X X X xx X xx X x x x x x xx xx xx xx xx xx X X xx xx xx xx xx xx X x xx X X xx xx xx xx X X X xx xx X xx xx X X GLASS TYPE 'B' EXT. (4) 59.0 59.0 59.0 59.0 57.9 54.8 xx 59.0 59.0 57.9 X X xx X X X 59.0 58.0 xx xx xx xx xx 58.9 xx xx X x x xx xx X X xx xx xx X X xx xx xx X X xx x x xx X X xx XX xx X X xx xx X xx xx xx xx xx xx xx x x INT. (-) 59.0 59.0 59.0 595 57.9 54.8 xx 59.0 59.0 57.9 xx xx X xx 59.0 56.0 xx xx xx xx xx 58.9 X X xx xx xx X X X X xx xx xx xx X X X X X X X xx xx X xx xx x x xx xx X X xx xx xx X xx xx xx xx xx x x GLASS TYPE EXT. (4) 75.0 75.0 75.0 755 75.0 75A 75.0 75.0 75.0 75.0 75.0 72.0 72.0 72.0 75.0 75.0 75.0 75.0 72.0 xx x x 75.0 75.0 75.0 75.0 xx xx X X 75.0 75.0 75.0 x x xx X X X 75.0 75.0 xx xx xx x x 75.0 75.0 xx xx x x xx 75.0 xx xx xx xx 75.0 xx xx xx xx INT. (-) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 72.0 75.0 75.0 75.0 75.0 72.0 xx xx 75.0 75.0 755 75.0 xx xx xx 75.0 75.0 75.0 xx xx xx xx 75.0 75.0 X xx X x x 75.0 75.0 xx X xx xx 75.0 xx xx xx xx 75.0 xx xx xx GLASS TYPE 'D' EXT. ( +) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 72.0 72.0 72.0 90A 90.0 90.0 80.0 72.0 xx xx 90.0 90.0 87.4 77.7 xx xx xx 90.0 90.0 77.7 xx xx xx xx 90.0 90.0 xx xx xx X 90.0 89.7 xx xx X X xx 90.0 xx xx X x xx 90.0 x x XX x x xx INT. ( -) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 72.0 72.0 72.0 90.0 90.0 90.0 80.0 72.0 xx X 90.0 90.0 87.4 77.7 X xx xx 90.0 90.0 77.7 xx xx X xx 90.0 90.0 xx xx xx xx 90.0 89.7 xx x x X X X x 90.0 xx XX xx xx 90.0 X x X xx x x GLASS TYPE 'E' EXT. C *) 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 90.3 95.0 95.0 95.0 95.0 90.3 82.1 75.3 95.0 95.0 95.0 95.0 92.9 84.5 77.4 95.0 95.0 95.0 95.0 94.9 86.2 79.0 95.0 95.0 95.0 95.0 89.3 81.2 95.0 95.0 86.4 95.0 95.0 95.0 95.0 91.3 955 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 90.3 95.0 95.0 95.0 95.0 90.3 82.1 75.3 95.0 95.0 84.5 77.4 95.0 95.0 95.0 95.0 94,9 79.0 95.0 95.0 95.0 95.0 89.3 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 91.3 95.0 95.0 95.0 95.0 EOM WIDTH AND LENCTH 00.1ENSIONS CAN BE ORIENTED VERTCALLY OR HORIZONTALLY AS SHOWN ABOVE. Eng.: DR. liUA1AYOU1" STRUCTURES RA. C.A. PE N. & • • • ••4 • MIA 0. gi Cg drawing no. W03-52 0. (sheet 2 of 4 1BY CR 2BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING i! n ii QI co _ l►fillIMI HI Iii fI_ • 0 .o w TYPICAL ANCHORS SEE ELEV. FOR SPACING S METAL STRUCTURES (STEEL OR PLUM. 1 /6" MIN. THICK) STEEL : Fy - 36 KSI MIN. ALUMINUM 6063 -15 MIN. 2 BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1BY OR 2131' WOOD BUCK 1. WOOD BUCKS NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING I/4- TAPCONS INTO WOOD STRUCTURES 1 -3/4' MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY DIRECTLY INTO MASONRY OR CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. 114 DRII I PI FX OR SF' F IRII I INC SCREWS (SAE GRADE 5 Fy 1.1IN.=92 KS) INTO METAL STRUCTURES (1/8 MIN. THICKNESS) 114 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) SEALANT: FRAME CORNERS SEALED WITH SILICONE. • • • • • •• • TYPICAL•AP SEE ELEV. FOR SPACING 1/4" SHIM DADE COUNTY APPR,D MUWON SEE SEPARATE NOA D.L OPG. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING Engn OR. HUMAYOUN FARD00 STRUCTURES FtA PE 11 16557 C.A.N. 3538 .•. • • ••• • • •• cozaplybs with Bee Dole U • •••• a ••••Z •• • 3 • • • g • • W • x • i•••••• ••• • 1a 0 • • ••••I Z • • 2 as ••• • QQ • . jo • • • I4 O • . • •• Z3 d.•••• z : • • • z a • • • 1 • U6 8 drawing no. W03 -52 (sheet 3of 4 •o.6 ••• n • • • CO WINDOW FRAME .750 .750 .125 .125 1 - -7.062 TYP. 2) GLAZING STOP TUBE 2A) GLAZING STOP TUBE I 1 —1 .750 L 1.500 (3) GLAZING STOP EXTERIOR ANGLE 1.500 1--1,500 ----H 4) GLAZING STOP INTERIOR ANGLE ITEM 2 2A 3 4 5 a 7 B 84 PART # OW- 35277 -A 1288 PW -338 BPA -1960 BPA -1960 /10X, 110 X 1 -1/4' S500 GE1200 QUANTITY 4 AS 6000. AS READ. AS REGD. AS RE0D. AS READ. DESCRIPTION WINDOW FRAME GLAZING STOP TUBE GLAZING STOP TUBE GLAZING STOP EXTERIOR ANGLE GLAZING STOP INTERIOR ANGLE GLAZING TAPE. FULL LENGTH FRAME ASSEMBLY SCREWS GLAZING STOP SCREWS GLAZING COMPOUND GLAZING COMPOUND MATERIAL 6083 -78 6063 -TS 6063 -T3 8063 -T5 6083 -T5 SILICONE SILICONE MANP. /SUPPUER /REMARKS 3/18' X 1/2' P.H. SUS P.H. SITS TREMCO TREMGLAZE GE TYP. CORNER DETAIL, EnBr. DP HUMAYOUN FAR000 RES 6857 FIA J.1 C.A.N. STRUC UPE 35.18 DEC • • • • ••• • • • ••• • • • •• • ••• • • •• Animal as coop** IOW& Bdi Ode ee4Y Me ismoomhe C t441 i- L44 •••• • •••• 5 m • •• • 3 ^ • • • • € a,^ • • •• •. (j��] ct...• • W V r • • • • L. ow e • ...•F > • _ �aa• ••• 3NIJ 8. •• • • a 0] o Z3 ^ • . • "1 3z.. x • • _ • p )1••• 0D. ± • • • • • O$ u k�' c 1 8 • li drawing no. W03 -52 (sheet 4 of 4 53 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12 Ave Pompano Beach, Florida, 33609 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "515 " Aluminum Outswing Casement Window —LM Impact APPROVAL DOCUMENT: Drawing No. C515 -LMI, titled "Series 515 Aluminum Outswing Casement window ", 1 through 11 of 11, prepared by manufacturer, dated 11 -15 -01 and last revised on 02- 25 -03, signed and sealed by Ballard L. Argus, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 shaltbe pjoiidjd j j us by the manufacturer or its distributors and shall be available for inspection at the job s1 It tie !41dt bf t1ie.Building Official. This NOA 01 1129.03 and consists of this page as well'as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. • • • ... • • .... .. • .... .... .. • .... .. • • • • .. • • • • • .. • .. • ... • • • ... • • • • • • • • • • • ••• • • • • ..... • • .. • ... • • ... • • NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 Page 1 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. C515 -LMI, titled "Series 515 Aluminum Outswing Casement window ", 1 through 11 of 11, prepared by manufacturer, dated 11 -15 -01 and last revised on 02- 25 -03, signed and sealed by Ballard L. Argus, P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 (I+ "1'L2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770 (00122) & FTL- 2587(00006), dated 6/13/01 and 04- 04 -00, signed and sealed by Antonio Acevedo, P. E. and Aldo P. Gonzales, P.E. respectively. Note: Test report FTL -2587 has been revised by addendum letter dated 04-12 -2000, issued by Fenestration Testing Laboratory, signed and sealed by Aldo P. Gonzales, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09- 24 -02, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated 09- 27 -02, 10- 04 -02, 12- 04- 15 -02, and last revised on 02 -25 -03 prepared, signed and sealed by Ballard L. Argus, P. E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding L. L. C for "Saf- Glas ", expiring on 12/16/07. 2. Notice of Acceptance No. 00- 0524.06 issued to Nebula Glass Int'l for "Glasslam Safety -Plus Laminated Glass ", expirino on 09/09/03. 3. Notice of Acceptai a No Ok 05 Q2Isv¢rto Solutia Inc. for "Saflex/Keep Safe Maximum ", expirin .on'CI5/2172006.: • : • . • ••• •• • • • •• • • • ... • • • • • • • • • • • • • • • • • • • • • • • • .. • • • .. • • • • • • • • • . .. ... • .. .. • E -1 :!: • • • • ... • • • • • • .. • ‘10 1—..1AettevIA Ishaq L Chanda, P. E. Product Control Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 T. M. Window and Door NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) E. STATEMENTS 1. Letter of conformance and "No financial interest, dated 12 -04 -2002 signed & sealed by Ballard L. Argus, P.E. 2 Statement letter of compliance, part of test report, issued by Fenestration Testing laboratory and American Test Lab of South Florida. 3 Letter & marked -up drawing dated March 12, 2003 issued by Fenestration Testing laboratory, signed by Roberto Robleo. F. O'1111,R 1. None •• •.• • • • • • • . • • • • .. .. •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • is • • • • •• • • • • • • • • • •• • • • • •• • ••. • • • ••• i.•. • • • • • • • • • ••• • • • • • • • • • • • ••• • ••• • • 1$c, 1.L:h J Ishaq L Chanda, P. E. Product Control Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 DESIGN PRESSURE RATING: SEE TABLES #1, I#2, AND #3 TEST REPORT No.: FTL -2770 GLAZING: 7/16" SAF -GLAS BY S.I.G. - 3/16" ANNEALED GLASS - 0.070" POLYCARBONATE INTERLAYER - 3/16" ANNEALED CLASS WATER RESISTANCE TEST: 12.00 PSF • • • 1 72 1/8" MAX FRAME WIDTH 12 1/ " g• MAX. oq N UL \ X • BY4 •••• m4 • 30" MAX. D.L.O. 125 1/4" CAM LOCKS X / /. v 53" MAX. FRAME WIDTH 1/8" SEE MULL CUP SHEET 1 0 OF 11 8" 6" 11. PyI /� �■ L7 © STODIAL LOCKS 45 1/2" MAX. • \ �o 0 • I N I 1. 1 !EL•.14LL CUP L �' . 7 ' I al • 6" • • • . iHEF OF 11 J 20 5/8" • • • SERIF'S 516 CASEMENT WINDOW 1i "LA'L• • (Eai Ut TT ELEVATION ., EI ROM EXTERIOR, SCALE: 1/2" = 12") ••✓•• • N G ENERAL NOTES • • 1 •. •S ERIES 515 ALUMINUM CASEMENT WINDOW (LARGE MISSILE IMPACT), AS DESIGNED AND MANUFAC- •1URED BY TWA WINDOW AND DODO, W • • . • T A No.: FTL-2770, FTL-2587 AND AIL-0841502, 45 LA�N lF • +tl • TF LY F REPORTS OR EACH EE ELEVATIONS 0 SHLLIS 1, 6, ATt -080 dl d2 A4 dfNG • AND 8 OF 411 jIi6PECTNELY). • • • 3. DRAWINGS PROVIDE ANCHOR aNFOIRMATNIN FOR STRUCTURAL CONCRETE AND HOLLOW CONCRETE • • • • I BLOCK CiNtfRiehQN ONLY. • • 4. WINDOW MI4061.41.HARDWARE REQUIREMENTS: A. EACH OPERABLE VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 6 1/4" LONG, LOCATED 7" FROM TOP AND BOTTOM AND AT MID -SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH SURFACE MOUNTED KEEPERS. LOCATED 18 1/2" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) - ONE (1) ROTO OPERATOR AT SILL. LOCATED 4 1/2" FROM "EITHER LEFT OR RIGHT JAMB. B. EACH FIXED VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 6 1/4' LONG, LOCATED 7' FROM TOP AND BOTTOM AND AT. MID -SPAN, WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTED KEY OPERATED CUSTODIAL LOCKS, WITH SURFACE MOUNTED KEEPERS, LOCA- TED 18" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) - SURFACE MOUNTED KEY OPERATED CUSTODIAL LOCK, LOCATED AT MID -SPAN OF HEAD AND SILL WHERE CUSTODIAL LOCKS ARE INDICATED (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) 5. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL AT EACH WEATHERSTRIPPING GROOVE. 6. GLAZING METHOD: EXTERIOR GLAZED WITH 0.450" (VENTS) AND 0.450" (FIXED UTES) GLASS BITE. USING SILICONE AND AN ALUMINUM TUBE GLAZING BEAD WITH SIUCONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. 7. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063 -T6. J NOTE• THE FIXED PANEL (0) IS EQUIPPED WITH BUTT HINGES AND CUSTODIAL LOCKS FOR CLEANING PURPOSES ONLY SHEET 1. - GENERAL NOTES. ELEVATION (TEST FTL -2770) AND ANCHOR NOTES SHEET 2. - VERTICAL CROSS SECTIONS AND BILL OF MATERIALS (7/16" GLASS) SHEET 3. - HORIZONTAL CROSS SECTIONS (7/16" GLASS) SHEET 4. - LOAD /ANCHOR/HARDWARE TABLES (X & XX CONFIG. -7/16" GLASS) SHEET 5. - LOAD /ANCHOR /CLIPS /HARDWARE TABLES (XOX CONF1G. -7/16" GLASS) SHEET 6. - ELEVATION (TEST FTL- 2587), LOAD /ANCHOR /HARDWARE TABLES /ANCHOR NOTES (X CONFIG. -5/16" GLASS) SHEET 7. -CROSS SECTIONS AND BILL OF MATERIALS (X CONFIG. -5/16" GLASS) SHEET 8. - ELEVATION (TEST ATL- 0806:01 -02, ANCHOR NOTES (X & XX CONFIG. -1/2" GLASS) SHEET 9. - LOAD /ANCHOR /HARDWARE TABLES (X & XX CONFIG. - 1/2" GLASS) SHEET 10. -MULL ANCHOR CUPS DETAILS SHEET 11. -PARTS UST • / 1 SHUTTERS REQUIREMENTS: NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. ' ANCHOR NOTES 1. TYPICAL ANCHOR TYPE FOR X. XX AND XOX CONFIGURATIONS SHALL BE: A. 1/4 ° 0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FIAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 146,887 PSI AVEERAGE YIELD STRESS= 158.767 PSI ' 8. 5/16 "0 ELCO I ULINON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, W111-1 THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 PSI AVEERAGE YIELD STRESS= 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: - 1 1/2" FOR 2500/3000 P51 STRUCTURAL CONCRETE - 1 1/4" FOR HOLLOW CONCRETE BLOCK b. FOR %OX, XXO, AND OXX CONFIGURATIONS: - 1 3/4" FOR 3200 P51 STRUCTURAL CONCRETE - 1 1/4" FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK IS 2 1/2" 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFIGURATION VERTICAL MEETING RAIL IS 3" FOR 1/4 "0 TAPCON, AND 3 3/4" FOR 5/16 "0 TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE. IS 1/4 ". 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOUD UNES LOCATED AROUND THE PERIMLILH OF WINDOW ELEVATION. DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPACING REQUIREMFNTS• - HEAD AND SILL OF OPERATING VENTS FOR X, XX AND XOX CONFIGURATIONS, LOCATE ANCHORS AT 6" FROM ENDS AND 12 1/2' O.C. MAXIMUM - TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION, LOCATE ANCHORS IN CLUSTER WITHIN 6" MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERLINE. - HEAD AND SILL OF FIXED VENTS FOR XOX CONFIGURATIONS, LOCATE ANCHORS 6" FROM ENDS AND 20 5/8" O.C. MAXIMUM - JAMBS OF OPERATING AND FIXED VENTS FOR X, XX AND XOX CONFIGURATIONS, LOCATE ANCHORS 6" FROM ENDS AND 15 1/16" O.C. MAXIMUM. 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRED. TO MAINTAIN 3' MINIMUM SPACING BETWEEN ADJACENT ANCHORS. � J DRAWING INDEX Wo N al *ma NOM o • M on HS on 1. LJ.,A. 4L BALLARD L ARGUS, P.E. 84 91 TERRACE PA N, F 3324 FLORIDA No.35686, CML _Z K 0 V DRAWING No.. C51 5-LMI ( SHEET 1 OF TT / BILL OF MATERIALS (TEST FTL -2770) / (ATL 0806.01 -02) ITEM QTY. PART No. MATERIAL DESCRIPTION LOCATION 1 2 GW 37528 6063 -T6 ALUM. FRAME HEAD WINDOW FRAME 2 4 GW 37528 6063 -T6 ALUM. FRAME JAMB WINDOW FRAME 3 . 2 GW 37528 6063 -T6 ALUM. FRAME SILL WINDOW FRAME 4 3 GW 37526 6063 -15 ALUM. VENT TOP WINDOW SASH 5 6 GW 37526 6063 -15 ALUM. VENT STILE WINDOW SASH 6 3 GW 37526 6063 -15 ALUM. VENT BOTTOM WINDOW SASH 7 9 GW 37521 6063-T5 'ALUM. VENT INTERIOR HINGE FRAME JAMB 8 9 GW 37522 6063 -15 ALUM. VENT EXTERIOR HINGE FRAME JAMB 9 1 TM -102 6063 -T6 ALUM. MEETING RAIL WINDOW FRAME 10 1 TM -82 6063 -T6 ALUM. MULL ADJACENT JAMBS 11 3 - -- GLASS 7/16" SAF -GLAS LAMINATED (FTL -2770) SASH VENT 118 2 - -- GLASS 1/2" GLASSLAM LAMINATED (ATL- 0806.01 -02) SASH VENT 12 AS REQD S500 SILJCONE "TREMGLAZE" 5500 GLASS PERIMETER 13 AS REQ`D 2230 WOOL FINSEAL #2230 WINDOW FRAME 14 5 -28 -23 -01 -101 CAST ZINC "TRUTH" KEY OPERATED CUSTODIAL LOCK FIXED VENT 15 6 24 -11 -32 CAST ZINC 'TRUTH" LOCK HANDLE MEETING RAIL/JAMB MEETING RAIL /JAMB 17 4 30238 S. STEEL , "TRUTH" KEEPER 18 3 23 -65 -32 CAST ZINC "TRUTH" SINGLE ARM (FACE - MOUNT) OPERATOR FRAME SILL 19 3 /CORNER - -- S. STEEL #10 x 1 1/4" P.H. SMS. FRAME /SASH CORNER 20 AS REQ'D - -- S. STEEL #10 x 3/8" P.H. SMS. HINGES /CAM LATCH 21 2 /EACH - -- S. STEEL #10 x 3/8" P.H. 'TYPE B" SCREW KEEPER 22 2 /EACH - -- S. SIttL #10 x 3/8" T.H. "YPE C" SCREW ROTO OPERATOR 23 AS REQ'D --- STEEL 1/4 "0 OR "0 TAPCON (SEE TABLES FOR QTY.) WINDOW FRAME 24 AS REQ'D - -- S. STEEL #14 x 1 1 2" P.H. SMS. 5/16 FRAME MULLJON 25 2 /EACH - -- S. STEEL 10 -24 "TYPE C" SCREW CUSTODIAL LOCK 26 8 /MULL - -- S. STEEL #14 x 1/2" F.H. SMS. MULL TOP & BOTTOM 27 1 /HINGE - -- STEEL 3/16 "0 x 5.8" LONG HINGE ROD HINGE ASSY. 28 AS REQ'D - -- ALUMINUM 1/2 x 1/2 x 1/16 TUBULAR GLASS STOP WINDOW VENTS 29 20 SW 27713 ALUMINUM CORNER KEY FRAME/VENT CORNERS 30 12 - -- ALUMINUM 3 x 1 x 1/16" THK. CHEVRON VENT CORNERS 31 8 - -- ALUMINUM 3 x 11/16 x 1/16 THK. CHEVRON FRAME CORNER 32 8 - -- ALUMINUM 3 x 1.3/8 x .041 THK. CHEVRON FRAME CORNER 33 2 /MULL TM -096 6063 -T6 ALUM. 2 x 3 5/16 x 5 1/2 x 1/8" THK. MULL CUP "A3' MULL TOP & BOTTOM 34 4 /MULL - -- 6063 -T5 ALUM. 2 x 1 1/2 x 4 x 1/8" THK. MULL CUP "Al" MULL TOP & BOTTOM 36 2 /HINGE - -- ALUMINUM CAP RIVET HINGES i • • '" • •• • ••• I • • • 0 • • • • in •ii••• o - ' I - -- w • � w -- 2; NOM. WIDTH 1-1- • • • 11'II --� - •• •• • • • • •y1••• z • •5 • • • ••• • • • ••• • • 2 1/2' EDGE DISTANCE (TYP) FLAT SURFACE ) INSTALLATION OI 2 VERTICAL SECTION SCALE: HALF SIZE MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" FOR XXO,X0X, OR OXX =1 3/4" TYP. INSTALLATION �\ INTO CONCRETE 1X P.T. P.T WOOD BUCK (SEE NOTE BELOW) 1X P.T. WOOD BUCK (SEE NOTE BELOW) I MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" FOR XXO,XOX, OR OXX =1 3/4" WOOD RUCK INSTAIIATION NOTE' WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD -=-1 2" NOM. WIDTH lb 2 1/2' EDGE 2 1/2" EDGE DISTANCE DISTANCE MT) PRECAST SILL INSTALLATION (TYP) VERTICAL SECTION SCALE: HALF SIZE 1/4 MAX. SHIM (TYPICAL) MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" FOR XXO,XOX, OR OXX =1 3/4" NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS 3/16" ANNEALED GLASS .070" POLYCARBONATE BY S.I.G. 3/16" ANNEALED GLASS EXTERIOR 7/16' OVERALL LAMINATED (SAF -GLAS) BY SECURITY IMPACT GLASS HOLDINGS, LLC CLASS BRE GLASS DETAIL SCALE: FULL SIZE ARGUS, P.E. 84 91 - 3324 P ON, .3324 FLORIDA No.35686, CML 4 8 z 6 0 i 4 Immo 1 MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" FOR XXO,XOX, OR OXX =1 3/4" • • • •• TYP. INSTALLATION INTO CONCRETE • • • • • JAHR HINGE' pET4IL • •••• • • • •• • •_ • • 1/8" WINDOW FRAME WIDTH 1 X P.T.' WOOD BUCK - (SEE NOTE BELOW) 1/4" MAX. SHIM (TYP) •••• • • • • • •• •• • • O MULL DETAIL WOOD RUCK INCTAI 1 ATION NOTE' WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) WINDOW FRAME WIDTH 33 MEETING RAIL DETAIL 3 WINDOW FRAME WIDTH - • EXTERIOR (•) SEE PAGE 10 OF 11 FOR MULL ANCHOR CLIP TYPE APPLICATION. 1 1/4" MIN. EMBED. (TYP.) WINDOW FRAME WIDTH 0 JAMB LOCK DETAIL 3 MULL DETAIL 1 X P.T. WOOD BUCK (SEE NOTE BELOW) w N J TYP. INSTALLATION INTO CONCRETE BLOCK NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS ® _ I i ) Ifr Clf 6 il 61 ° Pi Lt i ,,_� i� i mmil �� I � . , f; . . , ... , ... . ifio ■ � i. ..1 glil �iIirri ii ""lii! t) Ne,p CD 1 MULL DETAIL Approved se COMISIdd,Ptla " Inaba Bala* ' 1X P.T. WOOD BUCK (SEE NOTE BELOW) 0 5 JAM HINGE DETAIL 3 TYP. INSTALLATION INTO CONCRETE BLOCK 2a FLORIDA No.35686, CML 1 z 3 o 0 000006 111110 00000011 O DRAWING No. C515 —LMI SKEET 3 OF 11 1 v g J • • • • 0 0 0 0 o 0 o , INSTALLATION o " ' o , , ;, ,� "GLAZING: 7116' ANNEALED o ,+ a 0 0 0 •� t ,1 .' • (ELCO 1/4 0 0 0 n 0 ` 0 - FASTENER CHART /HARDWARE (XX CONFIGURATION) LAMINATED (SAF- GLAS), BASED ON TEST REPORT NO.: FTL 2770 2.728' SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF OR 5/16 ° 0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) (USING 1/4'0 ANCHORS) (USING 5/16'0 ANCHORS) CONFlGLCRAT1'Uh' XX ' ) 0 ,'tE9UIRED HARDWARE 3 PER:OPERABLE VENT 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS PRODUCT CODE F2. WIDTH, 1 (1.1): '" FR. HEIGHT (in) 13l; iT HINGES (QTY.) LOCKS (QTY.) POSRVE ( +) NEGATIVE ( MEETING RAIL HEAD SILL (QTY.) OTHER HEAD SILL ( •) EACH JAMB (QTY.) POSITIVE ( +) NEGATIVE ( - ) MEETING RAIL HEAD SILL (Q T/.) OTHER HEAD/SILL (QiY.) JAMB (QTY.) 22 37 26 2- 1 80.0 -80.0 2 2 2 80.0 -80.0 2 2 2 23 37 38 3/8 2 2 80.0 -80.0 2 2 3 80.0 -80.0 2 2 3 24 37 50 5/8 3 2 80.0 -80.0 4 2 4 80.0 -80.0 2 2 4 25 37 63 3 3 80.0 -80.0 4 2 5 80.0 -80.0 2 2 5 26 37 72 3 3 62.7 -62.7 4 2 5 62.7 -62.7 2 2 5 - -- 48 26 2 1 80.0 -80.0 2 2 2 80.0 -80.0 2 2 2 - -- 48 38 3/8 2 2 80.0 -80.0 4 2 3 80.0 -80.0 2 2 3 - -- 48 50 5/8 3 2 80.0 -80.0 4 2 4 80.0 -80.0 2 2 4 - -- 48 63 3 3 80.0 -80.0 4 2 5 80.0 -80.0 2 2 5 48. 72 3 3 80.0 -80.0 4 2. 5 80.0 . -80.0 4 2 5 32 53 1/8 26 2 1 80.0 -80.0 2 4 2 80.0 -80.0 2 4 2 33 53 1 8 38 3/8 2 2 80.0 -80.0 4 4 3 80.0 -80.0 2 4 3 34 53 1/8 50 5/8 3 2 80.0 -80.0 4 4 4 80.0 -80.0 2 4 4 35 53 1/8 63 3 3 80.0 -80.0 4 4 5 80.0 -80.0 4 4 5 36 53 1/8 72 ' 3 3 80.0 -73.5 4 4 5 80.0 -80.0- 4 4 • 5 - -- 60 26 2 1 80.0 -80.0 2 4 2 80.0 -80.0 2 4 2 - -- 60 38 3/8 2 2 80.0 -80.0 4 4 3 80.0 -80.0 2 4 3 - -- 60 S0 /8 3 2 80.0 -80.0 4 4 4 80.0 -80.0 2 4 4 - -- 60 63 3 3 80.0 -74.4 4 4 5 80.0 -80.0 4 4 5 - -- 60 /2 3 3 80.0 -65.1 4 4 5 80.0 -80.0 4 4 5 - -- 74 26 2 1 80.0 -73.0 2 4 2 80.0 -78.0 2 4 2 - -- 74 38 3/8 2 2 80.0 -72.2 4 4 3 80.0 -72.2 2 4 3 - -- 74 50 /8 3 2 80.0 -72.2 4 4 4 80.0 -72.2 4 4 4 - -- 74 63 3 3 80.0 -60.3 4 4 5 80.0 -72.2 4 4 5 - -- 72 3/16 72 _ 3 3 72.2 -54.1 4 4 5 80.0 -80.0 4 4 5 INSTALLATION FASTENER CHART /HARDWARE (X CONFIGURATION) GLAZING: 7116' ANNEALED LAMINATED (SAF-GLASIBASED ON TEST REPORT No.: FTL 2770 2.728' SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4'0 OR 5/16'0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) CONFIGURATION X 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS (1/4'0) REQUIRED ANCHORS (5/16'0) PRODUCT CODE FR. WIDTH (in) FR. HEIGHT (in) POS VE ( +) NEGATIVE ( - ) HI (OTY.) LOCKS (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) HEAD /SILL (OTY.) EACH JAMB (ore.) 12 19 1 8 26 80.0 -80.0 2 1 2 2 2 2 13 19 1 8 38 3/8 80.0 -80.0 2 2 2 3 2 3 14 19 1 8 50 5/8 80.0 -80.0 3 2 2 4 2 4 15 19 1 8 63 80.0 -80.0 3 3 2 5 2 5 16 19 1 8 72 62.7 -62.7 3 3 2 5 2 5 1 /2 32 26 1 2 26 80.0 -80.0 2 1 3 2 3 2 1 2 33 26 1 2 38 3(8 80.0 -80.0 2 2 3 3 3 3 1 2 34 26 1 50 5/8 80.0 -80.0 3 2 3 4 3 4 1 2 35 26 1 2 63 80.0 -80.0 3 3 3 5 3 5 1 2 36 26 1/2 72 80.0 -80.0 3 3 3 5 3 5 - -- 32 26 80.0 -80.0 2 1 3 2 3 2 - -- 032 r, .n 38 3/8 80.0 -80.0 2 2 3 3 3 3 - -- 0 320 c - 50 5/8 80.0 -80.0 3 2 3 4 3 4 Y2 63 0 30.0 -80.0 3 3 3 5 3 5 =� 22 72 - 80.0 -80.0 3 3 3 6 3 5 1 '37„ 0 ,- 26 `" 80.0 -80.0 2 1 3 3 3 2 y.0) 33 38 3 /,, 81 -80.0 2 2 3 4 3 3 33 37 50 58 , 81.0 -80.0 3 2 3 5 3 4 25 370 63 a •? -, "13C.0 - 80.0 3 3 3 6 3 5 26 37 72 80.0 -80.0 3 3 3 7 3 5 TABLE 4p' 1: , :,T4ABLE 41# o 240 0 0 w N OTHER CONFIGURATIONS MAX F.W. -+{ MAX. F.W. (SEE TABLE g1) (SEE TABLE (12) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS NOTE: -SEE ANCHOR NOTES ON SHEET 1 OF 11 ntrand as i 'b4rlu d Of 1m Mod L IlSIo, FLORIDA No.35686, CML 8 z 1 SHEET 4 OF 11 1 • • • • • • •. 4NSTAL.LATION • • • • •••• %LAZING: 7116' ANNEALED • • • • • • • (ELCO 1/4 • • • • _ • • • FASTENER CHART /HARDWARE (XX CONFIGURATION) LAMINATED (SAF- GLAS), BASED ON TEST REPORT No.: FTL 2770 2.728' SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF ° 0 OR 5/16'0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) (USING 1/4'0 ANCHORS) (USING 5/16'0 ANCHORS) • CONFlGI.)RATi M XX • • REQUIRED HARDWARE A PER•OPERABLE VENT 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS • • • • PRODUCT CODE •••• lit. WIDTH • •l•)• • • FR. HEIGHT (in) HB NGEs (QTY.) LOCKS (QTY.) POSITIVE ( +) NEGATIVE ( -) MEETING RAIL HEAD /SILL (QTY.) OTHER HEAD /SILL (ore.) EACH JAMB (QTY.) POSITIVE ( +) NEGATIVE (-) MEETING RAIL HEAD /SILL (QTY.) OTHER HEAD //SILL (QfY) EACH JAMB (QTY.) 22 37 26 2" 1 80.0 -80.0 2 2 2 80.0 -80.0 2 2 2 23 37 38 3/8 2 2 80.0 -80.0 2 2 3 80.0 -80.0 2 2 3 24 37 50 5/8 3 2 80.0 -80.0 4 2 4 80.0 -80.0 2 2 4 25 37 63 3 3 80.0 -80.0 4 2 5 80.0 -80.0 2 2 5 26 37 72 3 3 62.7 -62.7 4 2 5 62.7 -62.7 2 2 5 - -- 48 26 2 1 80.0 -80.0 2 2 2 80.0 -80.0 2 2 2 - -- 48 38 3 8 2 2 80.0 ' -80.0 4 " 2 3 80.0 -80.0 2 2 3 - -- 48 50 5/8 3 2 80.0 -80.0 4 2 4 80.0 -80.0 2 2 4 - -- 48 63 3 3 80.0 -80.0 4 2 5 80.0 -80.0 2 2 5 - L - 48. 72 3 3 80.0 -80.0 4 2. 5 80.0 . -80.0 4 2 5 32 53 1 8 26 2 1 80.0 -80.0 2 4 2 80.0 -80.0 2 4 2 33 53 1 8 38 3/8 2 2 80.0 -80.0 4 4 3 80.0 -80.0 2 4 3 34 53 1 8 50 5/8 3 2 80.0 -80.0 4 4 4 80.0 -80.0 2 4 4 35 53 1 8 63 3 3 80.0 -80.0 4 4 5 80.0 -80.0 4 4 5 36 53 1 8 72 • 3 3 • 80.0 -73.5 4 4 5 80.0 -80.0• 4 4 • 5 - -- 60 26 2 1 80.0 -80.0 2 4 2 80.0 -80.0 2 4 2 - -- 60 38 3/8 2 3 2 2 80.0 80.0 -80.0 -80.0 4 4 4 4 3 4 80.0 80.0 -80.0 -80.0 2 2 4 4 3 4 - -- 60 50 5/8 - -- 60 63 3 3 80.0 -74.4 4 4 5 80.0 -80.0 4 4 5 - -- 60 72 3 3 80.0 -65.1 4 4 5 80.0 -80.0 4 . 4 5 - -- 74 26 2 1 80.0 -73.0 2 4 2 80.0 -78.0 2 4 2 - -- 74 38 3/8 2 3 2 2 80.0 80.0 -72.2 -72.2 4 4 4 • 4 3 4 80.0 80.0 -72.2 -72.2 2 4 4 4 3 4 - -- 74 50 5/8 - -- 74 63 3 3 80.0 -60.3 4 4 5 80.0 -72.2 4 4 5 - -- 72 3/16 72 3 3 72.2 -54.1 4 4 5 80.0 -80.0 4 4 5 INSTALLATION FASTENER CHART /HARDWARE (X CONFIGURATION) GLAZING: 7/16' ANNEALED LAMINATED (SAF- GLAS),BASED ON TEST REPORT No.: FTL 2770 2.728' SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4'0 OR 5/16'0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) ' CONFIGURATION X 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS (1/4'0) REQUIRED ANCHORS (5/16'0) PRODUCT CODE FR. WIDTH (in) FR. HEIGHT (in) POSITIVE ( +) NEGATIVE ( -) HIBUTT GES (QTY.) LOCKS (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) 12 19 1 8 26 80.0 -80.0 2 1 2 2 2 2 13 19 1 8 38 3/8 80.0 -80.0 2 2 2 3 2 3 14 19 1 8 50 5/8 80.0 -80.0 3 2 2 4 2 4 15 19 1 8 63 80.0 -80.0 3 3 2 5 2 5 16 19 1 8 72 62.7 -62.7 3 3 2 5 2 5 1 2 32 26 1 2 26 80.0 -80.0 2 1 3 2 3 2 1 2 33 26 1 2 38 3/8 80.0 -80.0 2 2 3 3 3 3 1 2 34 26 1 2 50 5/8 80.0 -80.0 3 2 3 4 3 4 1 2 35 26 1 /2 63 80.0 -80.0 3 3 3 5 3 5 1 2 36 26 1 /2 72 80.0 -80.0 3 3 3 5 3 5 - -- 32 26 80.0 -80.0 2 1 3 2 3 2 - -- •32 • • 38 3/8 80.0 • -80.0 2 2 3 3 3 3 - -- •32• • 50 5/8 80.0 -80.0 3 2 3 4 3 4 - L - 32• • • 63 • • X0.0 -80.0 3 3 3 5 3 5 • •AL _ 32 72 • • 8Q.0 -80.0 3 3 3 6 3 5 22 • 3J • • • 26 86.0 -80.0 2 1 3 3 3 2 • • 23 a7.. • 38 3/0 8f10 -80.0 2 2 3 4 3 3 33 37 50 5/40 • 84.0 -80.0 3 2 3 5 3 4 25 37• 63 • • • • CI•.0 -80.0 3 3 3 6 3 5 - ...Z6 _ 37 - - 72 - 80.0 -80.0 3 3 3 _ 7 3 5 • • • • • • • • • • • • • • • ••YADLE S::••' • • • • • • TABLE I: • • OTHER CONFIGURATIONS (SEE TABLE #1) (SEE TABLE #2) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS NOTE: -SEE ANCHOR NOTES ON SHEET 1 OF 11 F p� s• oe e �o12ro Mtd Intl I. L4401.. BAL ARGU P.E. 84 91 CE P '4N, 3324 zlaclol FLORIDA No.35686, CML S z n rA 8 i 1 SHEET 4 OF 11 1 S • • • • • • • • • • • TABLE Qt 3 INSTALLATION FASTENER CHART /HARDWARE (XOX. XXO AND OXX CONFIGURATIONS) GLAZING: 7/16' ANNEALED LAMINATED (SAF- GLAS),BASED ON TEST REPORT No.: FTL 2770 2.728' SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4'0 OR 5/16'0 TAPCONS IN 3200 PSI CONCRETE SUBSTRATE) (USING 1/4'0 ANCHORS) (USING 5/16'0 ANCHORS) CONFIGURATION XOX PRODUCT CODE D -2W -2 D -2W -3 D -2W -4 D-2W--5 D -2W -6 D -3W -2 0 -3W -3 D -3W -4 D- V -5 - T -2W -2 T -2W -3 F -4 T -2W -5 T -2W -6 rr •-•-•• TOTAL FRAME WIDTH in 72 1 4 I 72 1 4 72 1 4 72 114 72 1/4 106 1/4 106 1/4 106.1/4 1 06. 1 106 1-/4 111 111.1 4 111 }/e 111 1/ 111 1/T 125,1/4 125.1/+ 125 1/4 125. 1!g TOTAL HEIGHT(in) 26 38 3/8 50 5/8 63 72 26 38 3/8 ID •50 5/8 • '72 • .26 38 3/8 •50 5/8 63 72 • .26 3838 125 W.p.50 8 63 'X' VENT WIDTH (in) 24 24 24 24 24 26 1 2 26 1 2 26 1 9 61 2 51 6 : 51 37 37 17 S7 • 37 " 3S as • •9•• 35 '0' VENT WIDTH (in) 24 24 24 24 24 51 51 51 37 • 37 • 37 o ' 37 •, 51 51 • 51 51 51 PER OPERABLE VENT REQUIRED HARDWARE FIXED VENT BUTT HINGES (QTY. 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 LOCKS (QTY.) 1 2 2 3 3 1 2 2 3 3 1 2 2 3 3 1 2 2 3 3 BUTT HINGES (QTY. 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 CUSTODIAL LOCKS HEAD /SILL NONE NONE NONE NONE NONE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS 2 2 3 3 1 2 3 3 1 2 2 3 3 1 2 2 3 3 3200 PSI CONCRETE/ HOLLOW CBS POS71 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74.3 59.1 51.0 80.0 80.0 80.0 80.0 60.7 80.0 80.0 74.3 59.1 51.0 NEGATIVE ( -) - 80.0 -80.0 -80.0 - 80.0 - 80.0 - 80.0 -80.0 - 74.3 - 59.1 - 51.0 - 80.0 -80.0 -80.0 -70.9 - 60.7 -80.0 -80.0 -74.3 - 59.1 -51.0 REQUIRED ANCHORS PER OPERABLE VENT PER FIXED VENT HEAD /SILL (QTY.) 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 EACH JAMB (QTY.) 2 3 4 5 5 2 3 4 5 5 3 4 5 6 6 3 4 4 5 5 HEAD /SILL (QTY.) 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 EACH JAME (QTY.) 2 3 4 5 5 2 3 4 5 5 3 3 4 5 5 3 4 6 6 6 3200 PSI CONCRETE/ HOLLOW CBS POSITIVE (+) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74.3 59.1 51.0 80.0 80.0 80.0 80.0 60.7 80.0 80.0 74.3 59.1 51.0 NEGlIVE - 80.0 - 80.0 - 80.0 -80.0 - 80.0 - 80.0 -80.0 - 74.3 - 59.1 -51.0 - 80.0 - 80.0 - 80.0 -70.9 - 60.7 - 80.0 -80.0 -74.3 - 59.1 - 51.0 REQUIRED ANCHORS PER OPERABLE VENT HEAD /SILL (OTY.) 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 EACH JAMB (QTY.) 2 3 4 5 5 2 3 4 5 5 2 3 4 5 5 2 3 4 5 5 PER FIXED VENT HEAD /SILL (QTY.) 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 EACH JAMB (QTY.) 2 3 4 5 5 2 3 4 5 5 2 3 4 5 5 2 3 4 5 5 • • • •••• -SEE ANCHOR NAPES ON SHEET 1 •c 9t • "5,F MUWON jNCVQ12 CUP DETOI 10 OF 11 • • • • •• •••• • • • ••• • • • • • • All An SHEET MULL 0 OF CUP I! 111 i i i I �� II1 111 L - � 0 SEE MULL CUP SHEET 10 OF 11 MAX. F.W. (SEE TABLE #3) SEE MULL CLIP SHEET 10 OF 1 I NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS I OTHER CONFIGURATIONS Allk ION SEE MULL CUP SHEET 10 OF 11 SEE MULL CUP SHEET 10 OF 11 I SEE MULL CUP SHEET 10 OF MAX. F.W. (SEE TABLE f 3) SEE MULL CUP SHEET 10 OF 11 z 1 0 w VI in INSTALLATION FASTENER CHART /HARDWARE (X CONFIGURATION) GLAZING: 5116' HEAT STRENGTHENED LAMINATED (SAF- GLAS), BASED ON TEST REPORT NO.: FTL 2587 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 10.92 PSF (ELCO /4 "0 TAPCON IN 2500 PSI CONCRETE SUBSTRATE) CONFIGURATION X 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS PRODUCT CODE FR. WIDTH (in) FR. HEIGHT (in) POSITIVE ( +) NEGATIVE ( -) BUTT HINGES (QTY.) LOCKS (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) 12 19 1/8 26 72.8 -99.3 2 1 2 2 13 19 1/8 38 3/8 72.8 -99.3 3 2 2 3 14 19 1/8 50 5/8 72.8 -99.3 3 3 2 4 15 19 1/8 63 72.8 -99.3 3 4 2 5 16 19 1/ji 72 72.8 -81.0 3 4 2 5 1/2 32 26 1/2 26 72.8 -99.3 2 1 2 2 1/2 3.3 26 1/2 38 3/8 72.8 -99.3 3 2 2 3 1/2 34 26 1/2 50 5/8 72.8 -99.3 3 3 2 4 1/2 35 26 1/2 63 72.8 -93.9 3 4 2 5 - -- 32 26 72.8 -79.3 2 1 3 2 --- 32 38 3 8 72.8 -75.4 3 2 3 3 --- 32 50 5)8 72.8 -75.4 3 3 3 4 22 37 26 72.8 -46.3 2 1 3 2 23 37 38 3/8 72.8 -40.7 3 2 3 3 DESIGN PRESSURE RATING: SEE TABLE #4 (THIS PAGE) GLAZING: 5/16' SAF -GLAS BY S.I.G. - 1/8" HEAT STRENGTHENED GLASS - 0.069" POLYCARBONATE INTERLAYER - 1/8" HEAT STRENGTHENED GLASS TEST REPORT No.: FTL -2587 WATER RESISTANCE TEST: 10.92 PSF • 3 n , 1 333 III3 „ o SERIES 5T5 CASEMENt • • • UM L 11')ll. VIEWED ,FR03.1 + Ek1 RI0R) <SGA 1/2" = 12, 'D0O0 J o , .�r N D (y,;ENE,RAL NOTES 1/8" HEAT STRENGTHENED GLASS .069" POLYCARBONATE BY S.I.G. 1/8" HEAT STRENGTHENED GLASS #8 x 3/4' SMS. (SEE GENERAL NOTE #3 BELOW) EXTERIOR 5/16" OVERALL LAMINATED (SAF -GLAS) BY SECURITY IMPACT GLASS HOLDINGS, LLC PASS BBE GLASS DETAIL SCALE: FULL SIZE .1,) WINDOW M,VIMI:IM, HARDWARE0F'EhLIRSI,ENTS: A. EACH OPEICABLEWENT TO HAVE: - ALUMINIM 1`34k PIECE TIT .FIAL: �S 6 1/4" LONG, LOCATED 7" FROM TOP AND BOTTOM AND AT MID;- $.J THREE HINGE ,UNITS ARE INDICATED (SEE TABLE #4 FOR QUANTITY) - SURFA_;E MOUNISD LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- TED 12 TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES /4 FOR REQUIREMENTS EACH VENT SIZE) - ONE (1) ROTO OPERATOR AT SILL LOCATED 4 1/2" FROM EITHER LEFT OR RIGHT JAMB. 2. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL, AT EACH WEATHERSTRIPPING GROOVE. 3. GLAZING METHOD: EXTERIOR GLAZED WITH 0.450" (VENTS) GLASS BITE, USING SILICONE AND AN ALUMINUM TUBE GLAZING BEAD, WITH SILICONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD TO BE FASTENED WITH A SINGLE ROW OF #8 x 3/4" FH. SS. SMS. LOCATED AS FOLLOWS: - HEAD. AND SILL: 3" FROM ENDS AND 8" 0.C. MAX. - JAMBS: 3" FROM ENDS AND 10 3/4" 0.C. MAX. 4. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063 -T6. 5. NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. TABLE 0 4: NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS ANCHOR NOTES INSTAI I ATION REQUIREMENTS; 1. TYPICAL ANCHOR TYPE FOR X CONFIGURATION SHALL BE: A. 1/4 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 146.687 PSI AVEERAGE YIELD STRESS= 158,767 PSI B. 5/16'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 PSI AVEERAGE YIELD STRESS= 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: o. FOR X AND XX CONFIGURATIONS: - 1 1/2" FOR 2500 /3000 PSI STRUCTURAL CONCRETE - 1 1/4 FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: - 1 3/4" FOR 3200 PSI STRUCTURAL CONCRETE - 1 1/4" FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK IS 2 1/2" 3. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS 1/4 ". 4. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE • PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPACING RFQUIRFMFNTS - HEAD AND SILL OF OPERATING VENTS FOR X CONFIGURATION, LOCATE ANCHORS 6" FROM ENDS AND 16" O.C. MAXIMUM - JAMBS OF OPERATING AND FIXED VENTS FOR X CONFIGURATION, LOCATE ANCHORS 6" FROM ENDS AND 15 3/8" O.C. MAXIMUM. \ l t�tldi DM e IWAI MW e1QN ByI wJ 8 Z 0 BILL OF MATERIALS (TEST FTL - 2587) ITEM QTY. PART No. MATERIAL DESCRIPTION LOCATION -INIMI 1 GW 37528 6063 —T6 ALUM. FRAME HEAD WINDOW FRAME 2 GW 37528 6063 —T6 ALUM. FRAME JAMB WINDOW FRAME 1 GW 37528 6063 —T6 ALUM. FRAME SILL WINDOW FRAME 4 3 GW 37528 6063 —T5 ALUM. VENT TOP WINDOW SASH 5 6 GW 37526 6063 -T5 ALUM. VENT STILE WINDOW SASH 6 3 GW 37526 6063 —T5 ALUM. VENT BOTTOM WINDOW SASH 7 3 GW 37521 6063 —T5 ALUM. VENT INTERIOR HINGE FRAME JAMB 8 3 GW 37522 6063 —T5 ALUM. VENT EXTERIOR HINGE FRAME JAMB 11A 1 - -- GLASS 5/16' SAF —GLAS LAMINATED SASH VENT 12 AS REO'D S500 SILICONE 'TREMGLAZE" S500 GLASS PERIMETER 13 AS REVD 2230 WOOL FINSEAL #2230 WINDOW FRAME 15 6 24 -11 -32 CAST ZINC 'TRUTH' LOCK HANDLE MEETING RAIL /JAMB 17 4 30238 S. STEEL "TRUTH" KEEPER MEETING RAIL /JAMB 18 3 23 -65 -32 CAST ZINC "TRUTH" SINGLE ARM (FACE — MOUNT) OPERATOR FRAME SILL 19 4 /CORNER - -- S. STEEL #10 x 1 1/4' P.H. SMS. FRAME /SASH CORNER 20 AS REVD - -- S. STEEL #10 x 3/8' P.H. SMS. HINGES /CAM LATCH 21 2/EACH - -- S. STEEL #10 x 3/8" P.H. 'TYPE B" SCREW KEEPER 22 2 /EACH - -- S. STEEL #10 x 3/8' T.H. "TYPE C" SCREW ROTO OPERATOR 23 AS REQ'D --- STEEL 1/4'0 TAPCON (SEE TABLES FOR QUANTITY) WINDOW FRAME 27 1 /HINGE STEEL 3/16 "0 x 5.8" LONG HINGE ROD HINGE ASSY. 28 AS REQ'D - -- ALUMINUM 1/2 x 1/2 x 1/16" TUBULAR GLASS STOP WINDOW VENTS 29 20 SW 27713 ALUMINUM CORNER KEY. FRAME CORNERS 30 12 - -- ALUMINUM 3 x 1 x 1/16" THK. CHEVRON VENT CORNERS 31 8 - -- ALUMINUM 3 x 11 /16 x 1/16" THK. CHEVRON FRAME CORNER 32 8 - -- ALUMINUM 3 x 1 3/8 x .041" THK. CHEVRON FRAME CORNER 36 2 /HINGE - -- ALUMINUM CAP RIVET HINGES 37 AS REQ'D - -- S. STEEL #8 x 3/4' FH. SS. SMS. (SEE GENERAL ANCHOR NOTE #3 ON SHEET 6 OF 11) TUBE GLAZING BEAD • • • • • • •• ,1• r, w •••;• W 0 ••••• •••a• •••Ai• 1•• • w tlww� i' I�Iiy. . FAIIIIP II diV ozmm0®e® • •• • I 2 1/2' EDGE DISTANCE (TYP) O VERTICAL SECTION 7 WOOD BUCK INSTA L AT1ONWOOD BUCK L NOT: WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED 8Y ARCHITECT OR ENGINEER OF RECORD (TYPICAL) 1 1/2" MIN. EMBED (TYP) TYP. INSTALLATION INTO CONCRETE 1X P.T. WOOD BUCK (SEE NOTE BELOW) 1X P.T. WOOD BUCK (SEE NOTE BELOW) 1 1/2 MIN. EMBED. (NP) 1 1/4" MIN. EMBED (TYP. TYP. INSTALLATION INTO CONCRETE BLOCK 22 JAMB HINGE DETAIL 7 WINDOW FRAME WIDTH NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS 1 1/2 MIN. EMBED (T.) 33 JAMB LOCK DETAIL 7 j TYP. INSTALLATION INTO CONCRETE Approvedugmagyaiwtheo Daft NON Its BALLARD L ARGUS, P.E. .W. 9 TERRACE 110 33324 FLORIDA No.35686, CML 8 $ N 0 8 1 L1kA41NC No.. 10515 -LMI SHEET 7 OF 11 f , (LARGE MISSILE IMPACT) DESIGN PRESSURE RATING: SEE TABLES #5 AND #6 ON PAGE 9 OF 11 TEST REPORT No.: AIL 0806.01 -02 GLAZING: 1/2" GLASSLAM BY NEBULA GLASS — 3/16" ANNEALED GLASS — 0.060" POLYESTER — 0.010' PET — 0.060" POLYESTER — 3/16" ANNEALED GLASS WATER RESISTANCE TEST: 12.00 PSF • • • • • n • • • :•••• • I ••• fi" 1 • • 3b' MAX. v o • • 1•••• • � l 6 4 • •• • •• • •7 5/4' • • ' SefHES 515 Cdr WINDOW (TEST LINK ELEVATION ehtD FROM EXTERIOR) • • SCAT 1/•Z• i •12' • • •• • • • • •• •••• 20" 72 MAX. FRAME WIDTH • • •• • 20" MAX.' 6 GENERAL NOTES • • 1. WINDOW illIEIeI*1 HARDWARE REQUIREMENTS: A EACH OPERABLE VENT TO HAVE: — ALUMINUM THREE PIECE BUTT HINGES 6 1/4" LONG, LOCATED 7" FROM TOP AND BOTTOM AND AT MID —SPAN WHERE THREE HINGE UNITS ARE INDICATED. (SEE TABLES #5 & Q6 FOR QUANTITY) — SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA— TED 7 5/8' FROM TOP AND BOTTOM AND AT MID —SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES #5 & #6 FOR REQUIREMENTS EACH VENT SIZE) — ONE (1) ROTO OPERATOR AT SILL, LOCATED 4 1/2" FROM EITHER LEFT OR RIGHT JAMB. 2. WINDOW WEATHERSTRIPPING REQUIREMENTS: A SINGLE ROW, WOOL PILE. WITH INTEGRAL PLASTIC FIN. — LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL. AT EACH WEATHERSTRIPPING GROOVE. 3. GLAZING METHOD: EXTERIOR GLAZED WITH 0.375" (VENTS) GLASS BITE, USING SILICONE AND AN ALUMINUM TUBE GLAZING BEAD, WITH SILICONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. • 4. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063 —T6. 5. NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. 1 NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS GLASS DETAIL SCALE: FULL SIZE ANCHOR NOTES INSTAI I ATION RFOUIREMENTS 1. TYPICAL ANCHOR TYPE FOR X AND XX CONFIGURATIONS SHALL 8E: A. 1/4'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 146,887 P51 AVEERAGE YIELD STRESS= 158,767 PSI B. 5/16'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR. FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 PSI AVEERAGE YIELD STRESS= 155.862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: — 1 1/2' FOR 2500/3000 PSI STRUCTURAL CONCRETE — 1 1/4" FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: — 1 3/4' FOR 3200 PSI STRUCTURAL CONCRETE — 1 1/4" FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK IS 2 1/2' 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFIGURATION VERTICAL MEETING RAIL: FOR 1/4'0 TAPCON IS 3 "; AND 3 3/4" FOR 5/16'0 TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS 1/4 ". 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID UNES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPACING REQUIREMENTS; — HEAD AND SILL OF OPERATING VENTS FOR X AND XX CONFIGURATIONS, LOCATE ANCHORS 6' FROM ENDS AND 20" O.C. MAXIMUM — TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION, LOCATE ALL ANCHORS IN CLUSTER WITHIN 6" MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERLINE. — JAMBS OF OPERATING AND FIXED VENTS FOR X AND XX CONFIGURATIONS. LOCATE ANCHORS 6" FROM ENDS AND 14 15/16" O.C. MAXIMUM. 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRES, TO MAINTAIN 3' MINIMUM SPACING BETWEEN ADJACENT ANCHORS. .010' PET .060" POLYESTER 3/16" ANNEALED GLASS EXTERIOR S -500 SIUCONE .060" POLYESTER 3/16' ANNEALED GLASS .375 GLASS 1/2" OVERALL LAMINATED (GLASSLAM SAFETY —PLUS) BY NEBULA GLASS INTERNATIONAL, INC. Approved OD ona0b Ue NON / MImI 0 8y .1, L1 J BAL ARGUS, P.E. 8491 T E ON l 3324 FLORIDA No.35686. CML 0 8 8 F 1 MUM ""'1! MMMIR O 8 e [C515 COMING Na SHEET 8 -LM1 GF I 1 / 1 1 • • • • • • • 4NSTALL"ATION • • • I,M §G: 1 /P' GLASSLAM 1••• 2.728" SILL HEIGHT, • • (ELC01 • D••• • • • FASTENER CHART /HARDWARE (XX CONFIGURATION) SAFETY-PLUS ANNEALED LAMINATED.BASED ON TEST REPORT No.: ATL 0806.01 -0Y WATER RESISTANCE TEST: 12.00 PSF BASED ON TEST REPORT FTL 2770 /4 "0 OR 5/16 "0 TAPCONS IN 2500 /3000 PSI CONCRETE SUBSTRATE) (USING 1 /4 "0 TAPCON) (USING 5/18 "0 TAPCON) 1 CONFIGITRATIVI XX • • PLOP RABLE VENT 250 HOLLOW BLOCK REQUIRED ANCHORS 250 HOLLOW BLOCK REQUIRED ANCHORS 1111.... PRODUCT CODE ` ` • ` U. WIDT. • •(6 FR. HEIGHT (in) BAIT HINGES (QTY.) LOCKS (QTY.) POSITIVE ( +) NEGATIVE (-) MEETING RAIL HEAD /SILL (QTY.) OTHER HEAD /SILL (QTY.) EACH JAMB (QTY.) POSITIVE ( +) NEGATIVE (-) MEETING RAIL HEAD /SILL (QTY.) OTHER HEAD /SILL (QTY.) EACH JAMB (QTY.) 22 37 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 23 37 38 3/8 2 2 62.0 -62.0 2 2 3 62.0 -62.0 2 2 3 24 37 50 5/8 3 3 62.0 -62.0 2 2 4 62.0 -62.0 2 2 4 25 37 63 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 26 37 72 3 3 62.0 -62.0 4 2 6 62.0 -62.0 2 2 8 - -- 48 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 - 2 2 2 - -- 48 38 3/8 2 - 2 62.0 -62.0 2 2 3 62.0 -62.0 2 2 3 - -- 48 50 3/8 3 3 62.0 -62.0 4 2 4 62.0 -62.0 2 2 4 - -- 48 63 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 - -- 48 72 3 - 3 62.0 -62.0 4 2 6 62.0 -62.0 2 2 6 32 53 1 8 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 33 53 1 8 38 3/8 -2 2 62.0 -62.0 2 2 3 62.0 -62.0 2 2 3 34 53 1 8 50 /8 3 3 62.0 -62.0 4 2 4 62.0 -62.0 2 2 4 35 53 1 8 6.3 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 38 53 1 8 72 3 3 62.0 -62.0 • 4 2 6 62.0 -62.0 2 2 6 - -- 60 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 - -- 60 38 3/8 2 2 62.0 -62.0 4 2 3 62.0 -62.0 2 2 3 - -- 60 50 5/8 3 3 62.0 -62.0 4 2 4 62.0 -62.0 2 2 4 - -- 60 63 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 - -- 60 72 3 3 62.0 -62.0 4 2 6 62.0 -61.1 2 2 6 - -- 74 26 2 1 62.0 -62.0 2 4 2 62.0 -62.0 2 4 2 - -- 74 38 3/8 2 2 62.0 -55.4 4 4 3 62.0 -55.4 2 4 3 - -- 74 50 5/6 3 3 62.0 -55.4 4 4 4 62.0 -55.4 2 4 4 - -- 74 63 3 3 62.0 -55.4 4 4 5 62.0 -55.4 2 4 5 - -- 72 72 3 3 62.0 -54.2 4 _ 4 6 62.0 -50.9 2 4 6 INSTALLATION FASTENER CHART /HARDWARE (X CONFIGURATION) GLAZING: iir GLASSLAM SAFETY-PLUS ANNEALED LAMINATED,BASED ON TEST REPORT No.: ATL 0806.01 -02 2.728' SILL HEGHT, WATER RESISTANCE TEST: 12.00 PSF BASED ON TEST REPORT FTL 2770 (ELCO 1/4 "• OR 5/16 "0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) ' CONFIGURATION XD°OL CONCRETE/ / REQUIRED HARDWARE REQUIRED ANCHORS REQUIRED )HORS PRODUCT CODE FR. WIDTH (in) FR. HEIGHT (in) POSITIVE ( +) NEGATIVE (-) BLITT HINGES (QTY.) LOCKS (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) HEAD /SILL (QTY.) EACH JAMB (QM) 12 19 1 8 26 62.0 -62.0 2 1 2 2 2 2 13 19 1 8 38 3/8 82.0 -62.0 2 2 2 3 2 3 14 19 1 8 50 5/8 62.0 -62.0 3 3 2 4 2 4 15 19 1 8 63 62.0 -62.0 3 3 2 5 2 5 16 19 1 8 72 62.0 -62.0 3 3 2 6 2 8 1 2 32 26 1 2 26 62.0 -62.0 2 1 2 2 2 2 1 2 33 26 1 2 38 3/8 62.0 -62.0 2 2 2 3 2 3 1/2 34 26 112 50 5/8 62.0 -62.0 3 3 2 4 2 4 1 2 35 26 1 2 63 62.0 -62.0 3 3 2 5 2 5 1 2 36 26 1 2 72 62.0 -62.0 3 3 2 6 2 6 - -- 32 26 62.0 -62.0 2 1 3 2 3 2 - -- • 32 • • 38 3/8 62.0 -62.0 2 2 3 3 3 3 - -- • 32 0 • 50 5/8 62.0 -62.0 3 3 3 4 3 . 4 s -- S2• •• 63 • • 4 62.0 -62.0 3 3 3 5 3 5 • `- - 7 • 72 • • 6.0 -62.0 3 3 3 6 3 6 X 22 • • • • • 26 6 .0 -62.0 2 1 3 2 3 2 • • •3 y • • 38 346 6$.0 -61.3 2 2 3 3 3 3 33 37 50 5 1 68.0 -61.3 3 3 3 4 3 4 25 37• 63 •• 1 • •5•.0 -61.3 3 3 3 5 3 5 i 6 37 -- 72 - 62.0 -61.3 3 3 3 6 3 6 • • • • • • • • • TABLE 19 5: • • • 1 ?? 1 •__ • • *TABLE 41 As • • • • • • OTHER CONFIGURATIONS SEE TABLE #5) (SEE TABLE #6) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS NOTE: -SEE ANCHOR NOTES ON SHEET 8 OF 11 A `d N O d e n.pim tee nada %M Ate NOA/ MYd BALLARD L ARGUS, P.E 844 91 1 ' RACE N, 33324 FLORIDA No.35686, CIVIL 0 0 z 1 6 • • • � 1 5/16 • • I+ 3/8" 7/ 8 ' 2 5/8' / _1 I� (INTERIOR SIDE) 3/4' (EXTERIO SIDE? 4 1/8" • • •••• • •• • • • MULLIOALANCHOR CLLR rYPO AI" (IHTEI=ED go BE USEDSOR PRECASTS . INSTALLATIONS) •••• • • • • • • • •• • • • •••• • • • w •• • • • • 3/4 . . • T 4E1 { ••• 2' ^ 1/8" — (INTERIOR 3/8" 2 9/16' 5 1/2' 3/4'x. 1 1/2" •• •• • • •••• • • •••• • • •• • • • • • 5/161 f35/16" 1£ (EXTERioR sax) MULLION 7/8' MULLION ANCHOR CUP 'TYPE A3' (NTFNDID TO BE USED FOR FIAT SURFACE INSTALLATWNS) l 3/8" 1/2" J_ 5/8" #14 X 1 2" FH. SS. SMS. FOUR TOTAL) 2 9/16' 1 13/16" ��-- 5/16 "—.-I i • INSTALLATION DETAIL ® (INTO CONC.) (BOTTOM LOCATION SHOWN, AT TOP SLO AA) J 3/8" 1 1/8" /In* TAPCON, 1 3/4' MIN. EMBED. I CONCRETE AND 2 1/2 MIN. EDGE DISTANCE (TWO TOTAL) INSTALLATION DETAIL ® (INTO CONC.) (BOTTOM LOCATION SHOWN, AT TOP Slow) #14 X 1/2" FH. SS. SMS. MULL (FOUR TOTAL) 2x 4x 1 ,4 / 1 (q 1 2" T TOP ANDMBOTTOM, TYPICAL) T 4 . 4 1/4'0 TAPCON, 1 3/4' MIN. EMBED. INTO CONCRETE AND 2 1/2' MIN. EDGE DISTANCE (FOUR TOTAL) WOOD BUCK INSTAI I ATION NOTE; WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) MULL ( x 1 /2' FH. SS. SMS. FOU R TOTAL) I A/1 1 / 2 x 3 5/16' x 1/8 x 5 1/2' -_. ,;NN ALUMINUM CUP AY TOP AND TTOM, TY UP S fl a £ � — P MULL aiikf T /16'M TAPCON, 1 3/4" MIN. EMBED. INTO CONCRETE AND 2 1/2" MIN. EDG D ISTANCE. (TWO TOTAL)) I (THRU�WOODB DETAIL ) (BOTTOM LOCATION SHOWN, AT TOP SMOAR) WOOD BUCK INSTAI 1 ATION NOTE; WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) 2 x 4 x 1/8 x 1 1/2" ALUMINUM ANGLE (AT TOP AND BOTTOM, TYPICAL) 4 4 .. 4 . 4 1/4'0 TAPCON, 1 3/4" MIN. EMBED. INTO CONCRETE AND 2 1/2" MIN. EDGE ((FOUR D TOTAL) E INSTALLATION DETAIL ® (Ix THRU WOODBUCK (BOTTOM LOCATION SHOWN, AT TOP SIWLAR) (F14 OU x TOTAL) 1 2" FH. SS. SMS. 2 x 3 5/16' x�1 /8 x 5 1/2" ALUMINUM CUP (AT TOP AND BOTTOM, TYPICAL) X P.T. WOOD BUCK (SEE NOTE BELOW) I X P.T. WOOD BUCK (SEE NOTE BELOW) Apposed r oo pgYj,•10 the Florida WAN Oak AgrIf 4o1.> head Doihrotos ISOMETRIC VIEW ISOMETRIC VIEW 8 z 0 ( g ° 8 ( 6RAWING No. C5 15 -LMI SHEET 10 OF 11 i • 2.000' 1 • -� 1.125' 125' • 801 N.W. 12th AVE., POMPANO 8E/CH, FL 33069 PHONE: (954) 781 -4430 FAX: (954) 781 -3595 • I- O N L� n • • } n --+{ } GW 37528 ITEM O0 G N T T 1.375" . MOGNIM 141 01218d 3WL 'O4,0 634 ° r REM0 T .125 . .375" - ITEM 3 x 1 3/8" CHEVRON 1 1 1 • • • •• • • • • • 1 1 .125" J • SERIES 515 ALUMINUM OUTSWING CASEMENT WINDOW (LARGE MISSILE IMPACT) N on 7 25' . �•••• • } ••• • • • • NOUd910S3. NOISIA361 TVU3 F5m il■MMONOM- SNOISIA38 of Y/11747 .. .... .... .... .. to /s1 /u alwl 3515 £T*I aW3s) .d.8 4.8'061.0ll 'x44 •