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WS06-982Inspection Date: 06/27/2006 Inspector: Grande, Claudio Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, June 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 QUO 2 B 91$ Owner: FERNANDEZ, RICHARD AND ANGELINE Job Address: 1005 91 Terrace NE Miami Shores Village, FL 33138- Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)758 -0041 Parcel Number 1132050010010 Lot: Page 1 of 2 L Passed o Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/27/2006 Inspector: Grande, Claudio Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, June 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 QUO 2 B 91$ Owner: FERNANDEZ, RICHARD AND ANGELINE Job Address: 1005 91 Terrace NE Miami Shores Village, FL 33138- Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)758 -0041 Parcel Number 1132050010010 Lot: Page 1 of 2 V • BUILDING PERMIT APPLICATION BY FBC 2004 Permit Type (circle): State Certificate or Registration No. Value of Work For this Permit $ Describe Work: v�54 Building tAAk ,r/2 Architect/Engineer's Name (if applicable) Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated Contractor's Company Name T �= r Y1' Contractor's Address City State Qualifier Name Miami Shores Village Building Department 10050 N. • Avenue Miami Shores, Florida 33138 Tel t�, f .MERM5 756.8972 Permit No. cc . 1.7� ___Master Permit No. Electrical Owner's Name (Fee Simple Title Owner's ddress l �j NE, qt. City \G - -� State Zip ? ) ' Phone # YES NO \/ )f3 Submittal Fee $ _ - Permit Fee $ 2-10 Notary $r=* CX Training/Education Fee $ O . 40 Scanning $ Co • CDC Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Plumbing Mechanical Roofing ,QZFhone # County Miami -Dade Zip Phone # Zip Phone # Certificate of Competency No. Phone # Square / Linear Footage Of Work: ['New "Repair/Replace ❑ Demolition Type of Work: ❑Addition ❑Alteration nv crvca i yGtC 4 ►AcIe&OY ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F t************ * * ** * * * * * * * * * * * * * * * * * ** ** * * * * ** Double Fee $ CCF $ - 2- CO /CC Technology Fee $ 5 - Z L J Zoning $ Total Fee Now Due $ Z Z - 1 .3E See Reverse side Bonding Company's Name (if applicable) w • Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. Signatur Signature Owner or Agent Contractor The foregoing instrument was acknowledged before this F7 The foregoing instrument was acknowledged before me this day o1�' '2 1 L , b --) ZJ T. czJ\ a f , 20 , by who is personally known to me or who has produced I t� NOTARY PUBLIC: Sign: Print: My Commissi. Expires: APPLICATION APPROVED BY: (Revised 02/08/06) As identification and who did take an oath. NOTARY PUBLIC -STATE OF FLORIDA k Yorleny Hern . 11 U 3.! •_ • r who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * **.* ***************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 4 VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: k/ 2.\1/1rZ 1- �Lrv \-Q?� . T ►'�tC DATE: ADDRESS: ■C)vS 0E � t 1 Q�C 2CQ ►J 10., or. 33'3 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; I 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 or 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 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application 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. Initial 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 meets the minimum code. Initial (1)( 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. 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. A 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. Was acknowledged before me this Produced there License or Initial Initial Initial A 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial ( 1 -7 day of ,10- O By4 fe --1'� � � N ivittAaa personally known to me or who has as identification. /f 6 . i, y YPUBLI- -3 ipPLORIbA Yorleny Hernandez Commission #DD476455 Expires: SEP. 27, 2009 Sondin; Co., Issue Date: 4/20/2006 Expires: 04/17/2007 Owner's Name: RICHARD AND ANGELINE FERNANDEZ Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 1005 91 Terrace NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: INSTALL HURRICANE IMPACT WINDOWS Additional Information Type of Work: IMPACT WINDOWS No of Openings: 11 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 Amount CCF $1.20 Education Surcharge $0.40 Notary Fee $5.00 Permit Fee $210.00 Scanning Fee $6.00 Technology Fee $5.25 Total: $227.85 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Invoice Number WS - 4 - 06 - 24556 Total: pPR 21 PAID Permit Status: APPROVED Permit Number: WS -4 -06 -982 Phone: (305)758 -0041 Parcel #: 1132050010010 Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 1,900.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Amt Due $227.85 Amt Paid (4 Z21 • 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. Angeline Fernandez From: Ernest Smith [ernestsmith@the- beach.net] Sent: Monday, April 10, 2006 2:53 PM To: angeline7©bellsouth.net Cc: ernestsmith @the- beach.net Subject: Fw: Re Window sizes ordered 4/13/2006 -----Original Message - - - -- From: Ernest Smith Date: 02/10/06 13:26:58 To: aijeIine7@bellsouth.net Cc: Tony Bevno ; ernestsmith @tire- beach.net Subject: Re Window sizes ordered Attn. Angeline Fernandez -1005 NE 91st Ter. Mia. Shores Angeline, as discussed, please check and sign of on the window sizes /order and fax back to us. QPE Fax No. - 305 - 576 -7725 CONFRMATION OF WINDOW ORDER ex QPE INC. AU windows are - LAM -LMI- 7/16 " -Wh. AIu Frame - Clear 1. 6' 11ark:Livingroom (N) - Horizontal Slider - qty. 1 - 74 x 63 2. Mark:Bathroom (N) Obscure - Horizontal Slider - qty. 1 - 36 1/2 x 26 3. Mark:Kitchen (N) - Horizontal Slider - qty. 1 - 36 1/2 x 38 4. Mark:Master Bedr. (E) Egress - Horizontal Slider - qty. 1 - 74 x 38 5. Mark: Master Bedr. (S) - Horizontal Slider /Fixed combination XOX -qty. 1 - 111 X 38 6. Mark: Bedr. 2 (N) - Horizontal Slider - qty. 1 - 74 x 38 7. Mark: Bedr. 2 (E)* Egress - Horizontal Slider - qty. 1 - 74 x 38 8. Mark: FL Room (W & E) - Fixed windows - qty. 2 - 19 x 9. Mark: Office (S) - Horizontal Slider /Fixed combination XOX - QTY. 1 - 111 X.38 10. Mark: Office (W) * Egress - Casement - qty. 1 - 36 1/2 x 50 Page 1 of 2 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: /QO V6 q /Permit No. 06,- .9g Le Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF \5 1 W.vtdow 01 . -iizq . 0 36.sx50. Kg(. ._ :fir -do ) . - n120,01 tX5.0 - 56. 0 111 X 3$. N Ci s CL'ir . c -C 1ZO ,O 1 +.,- o - 55.0 14 X (,3 . NCU `f -j c_e_A r cx L.) -0 1 Z0 , 01 +ES. 0 - -G5 . 0 i H I X 38 N 0 yes 6 wi (lcloc._L3 3q -o/zo , c)l 1E.o -s5.0 74 X38. NO UL...) ■ r c w. 04 - 01 ZO. 0 ( +55. o - s5 0 74 X &' N 0 - 1 U t id C -i . _ O 12_0 . O 1 - . o -mss . o 7 ,X So NO `i S � . (_-(....) i n cic.. w . 09 - 012_0 , 0) t 5 . D - ss 0 ,.*: /z X 2 . N CD -s ye.. r�CIO� . O3- OciZ5. 1•bz.o - (o2. 0 I X ( . (�O �' w% nGc�w -c as- 04 . 0 Z. 0 1c X E,3 t \t0 y' 5 t i C_A..2 n U O W • CA -01 Z©. O 1 - I - 6S. o — 65. .3C� 12 >C 3s. l\l D Y'�S . • ••.. _ . . - • (e7, • ill 1 •••• Ms©MEVM u 1 7 2006 >' - r a S ° • - • • • • • xi •..• • • ' • • • • • •••••• • • •• . • • • • • •••••• • • S -cc 35X50 It( )( 36 l00 5 NE k er(Cza. �a �5 33 t 3‘S trlIqo 36,015)(21_0 ( „,,,,,,.2...?5 _, / vs clo A As .g 3 Q X is � • <— � G �Q,SS • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • • • • • •.•• • • •••• •••• • •••• • • • ••• • • • •• •••• • •••• •••• • • • • • • • • • • •• • • • • • • • • !DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12 Ave. Pompano Beach, FL 33069 O3S -� �v • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • •• •• • • • •• MIAMI -DARE CO1J [Y, FLORIDA • METRQ -1 AIDE FLAGUR B1 1 DII`10 • 140 WEST FLLGt,Ett SIkTE 1603 • • MIAMI, PLORr3 31130 -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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window w/ 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 Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 04- 0120.01 Expiration Date: May 13, 2009 Approval Date: May 13, 2004 Page 1 • •• •• •• • • •• • E -1 • •.• • • • ..• • •. .. • • • • • • • • • • • •. • • • • • • • ▪ • . • • • • . . • • TM Window & Door. Co • • •': . '. ••• • • ▪ • • • • • . •••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT JII) • • • • • • ▪ • • • • • A. DRAWINGS 1. Manufacturers die drawings and sections. • •• • • • • ••••• •• • • 2. Drawing No.S805-LM, titled "Series 805 Aluminum Horizontal R :: . • Window ", sheets 1 through 6 of 6, dated 12/05/03 and last revisedbn 042122064 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. EFL-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. OTHER 1. Test Proposal dated 10 -23 -03 approved by BCCO. 2. "Uvekol laminator list" issued by Surface specialties, signed by J. Shaw Ph.D. Ishaq L Chanda, P.E. Product Control Examiner NOA No 04- 0120.01 Expiration Date: May 13, 2009 Approval Date: May 13, 2004 5 1/2' um. rip. AT HEAD/SILL CORNERS 5 /2 MAR. TTP. AT JAMB CORNERS 1 33 1 /4' LAx. -- OPER. UTE ELL O. VENT WIDTH x 74' MAX. FRAME WIDTH sY I i4 33 1 /A' MAX. FTUEO UTE O.L.O. 0 I �ALUU. REINF. 14 l/4' MAN. FTP. Ar HEAD /SILL X 50 :3,`Bo DESIGN PRESSURE (ALUMINUM REINFORCEMENT) POSITIVE + 55.0 PSF NEGATIVE - 55.0 PSF 7/16" OVERALL LAMINATED ANN. UVEKOL TEST REPORT No.: FTL -3995 v 5 1/2" MAN. TTP. AT HEAD /SILL CORNERS VENT WIDTH 74' MAN. FRAME MOTH IF GENERAL NOTES 5 1 /2" MAX. TTP, AT HEAD /SILL CORNERS 5 1 /2' MAX. , TTP. AT .8118 CORNERS 38' MAx. �y VENT WIDTH - t3• L.._ Y I - 1 .1 I 1 x ITN m® 1 111' MAN NOV DESIGN PRESSURE (STEEL REINFORCEMENT) WITH 3 5/8" SILL RISER POSITIVE + 90.0 PSF NEGATIVE - 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. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS NUMBERS FTL -3946 AND FTL -3995, AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ABOVE) 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR WOOD FRAME, STRUCTURAL CONCRETE /CONCRETE BLOCKS & METAL STRUCTURE CONTRUCTIONS (SEE SHEET 4 OF 6) 3. GLAZING: 7/16" OVERALL LAMINATED HEAT STRENGTHENED OR ANNEALED UVEKOL-LI0. RESIN OR SENTRY GLASS PLUS (SEE CORRESPONDING DESIGN PRESSURE TABLES AND GLAZING DETAILS) 4. GLAZING METHOD: EXTERIOR GLAZED WITH 0.455" PENETRATION, USING DOW CORNING 995 SILICONE AND ALUMINUM GLAZING BEAD (SEE GLAZING DETAILS) 5. SEALANTS: A NARROW JOINT OF SEALANT IS APPLIED ON ALL PANEL AND FRAME CORNERS AND INSTALLATION SCREW HEADS. 6. CONFIGURATIONS: OX /X0 (±55.0 PSF) OR OX /X0, XOX (190.0 PSF) 7. DESIGN PRESSURE RATING: SEE CORRESPONDING CHARTS BELOW BELOW EACH ELEVATION. 8. ANCHORAGE: SINGLE ROW OF FASTENERS SHALL BE AS LISTED AND SPACED AS SHOWN (SEE CORRESPONDING ELEVATIONS) 9. ATTACHMENT TO WOOD BUCKS AND SUBSTRATES: TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 10. SHUTTERS REOUIREMENT: NO SHUTTERS ARE REOUIRED. 32 1/2" MAX. �— FIXED UTE 0.LO. FRAME WIDTH 1 1 STEEL REINF I REM 0 3.3' MAX. OPER. UTE O.L.O. NEW 14 5/8" MAX. TYP. AT HEAD /SILL x t Approved as complying with the Fbeida Baldish l Code Date I[t.w.. I .Lt. . • • • • • • •• • •••• aa4 • • KEL "iN WHITFIELD, P.E. FLORIDA CERTIFICATE No.24140 .... � • • • • • • • • • •• • IICk • •••• O O 10 0 L •••• • • • • • Avik • 8§ 9 •!AWING NT.: 5805 —L?v? SHEET 1 OF • r • ••• • r •• • •• •• ( • • 1 • •••••• • • • cr 0 0 1 5/16 X 1/4" WHEEP HOLE ONE AT EACH SIDE OF SILL. O VERTICAL SECTION 2 2 JAMB 2 (LOCK SIDE) CROSS SECTIONS ( ±55.0 PSF) GLAZING DETAIL SCALE: FULL SIZE EXTERIOR FRAME WIDTH 3 MEETING RAIL 2 (ALUM. REINFORCEMENT) 0.120" UVEKOL S LIQUID —RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/16" ANNEALED 3/16" ANNEALED DOW CORNING 99 11 EXTRUDED GLAZING BEAD 0 .455" GLASS BITE (D JAMB 2 (FIXED SIDE) Approved n complying with 16¢ Florida Date 14 Nod • • • • • • • • • • ••• • • • •••• • •a$.; / 0 f •• KEI FIELD, P.E. FLORIDA CERTIFICATE No.24140 41.416.• • • • • • 1 0 • • • • • 0 a 0 of a a • •.1• WAVING No.: 5805 —LV 4100 • • ••• • g •• • •• ••• • •( SNEET 2 OF g ) • • • • • • 4141 •••••• • • 4141 • •••• • 1 0 X 1 5/16 x 1/4' WHEEP HOLE ONE AT EACH SIDE OF SILL. O VERTICAL SECTION 3 SILICONE BEAD 0 3 5 JAMB (LOCK SIDE) 0 3 2 JAMB (LOCK SIDE) CROSS SECTIONS ( ±90.0 PSF) EXTERIOR FRAME WIDTH ( RAIL a 18 0 •••••• • •••••• •••• • • • ••• • • • • H U a • • EXTERIOR FRAME WIDTH ( - MEETING RAIL 3 (STEEL REINFORCEMENT) Appravcn ,n cowptym{ with the Florida B uidies Cods Data raA• . 1.4N..• 7 MEETING RAIL 3 (STEEL REINF.) 3/16' HEAT STRENGTHENED DOW CORNING 995 GLAZING BEAD 0 X w 0.100' SENTRY GLASS PLUS INNER LAYER BY DUPONT, OR 0.120" UVEKOL 5 UOUID —RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/16' HEAT STRENGTHENED .455' GLASS BITE GLAZING DETAIL SCALE: FULL SIZE 4 JAMB 3 (FIXED SIDE) 0 3 8 JAMB (LOCK SIDE) • • • • • •• • • / O • • • • • •• • • • • • ••• ••• •••• • • • •• • • 1 • ••• • •• •• ••• • • • • • • DRAWNG No.: • KELl1'N WSIITFtLD, P.E. BOS L 46 • • • • FLORIDA CERTIFlCA•E No.241�• SHEET 3 ore ) • 00000 • • /117 11 HI .1l 0 X TYPICAL HEAD /SILL ATTACHMENT TO CONCRETE SUBSTRATE 1 1/4" 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. CLIP (ITEM #33) AT FRAME HEAD ONLY, 23" FROM FRAME CORNER (VENT SIDE ONLY), ATTACHED TO FRAME WITH TWO 110x1" PH. SELF DRILLING SCREWS (TYP. FOR ALL APPLICATIONS) ELCO 1/4 "0 HH, TAPCON (MUST PASS THRU CHANNEL, ITEM #33) ELCO 1/4 "0 HH. TAPCON (MUST PASS THRU SILL CLIP, ITEM #9) 12" LONG, PRE - DRILLED & FACTORY INSTALLED ALUM. SILL CLIP ADAPTER (ITEM #9) AT FRAME SILL INTERLOCKS ONLY. (TYP. ALL APPLICATIONS) WOOD BUCK, (TO tlL ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD). TYPICAL ELCO 1/4 "0 FH. TAPCON 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TO CONCRETE SUBSTRATE 1 1/2" —^{ MIN. EMBED. ELCO 1/4 "0 HH. TAPCON (MUST 111 - PASS THRU CHANNEL, ITEM #33) O W TYPICAL HEAD /SILL ATTACHMENT TO WOOD SUBSTRATE 2 BY P.T. W000 BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD). TYPICAL ELCO 1/4 "0 FH. TAPCON 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT ® TYP. JAMB ATTACHMENT TO WOOD SUBSTRATE 2 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4" MAX. STIFF METALLIC SHIM ELCO 1/4 "0 HH. TAPCON TO BE ENGINEERED SEPARATELY ALUMINUM: 6063 -T5 ALLOY MIN. ALUM.: Fy = 23 K51 MIN. STEEL: Fy = 33 KSI MIN. (STEEL OR ALUM. 1/8" MIN. THICKNESS) i Fli: IIrII . 11 L ■ • • ILII- 0 a W w ELCO 1/4 "0 DRILL -FLEX (GRADE 5) SELF GRILLING 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 METALLIC SHIM AppIT'CA � Y y1 Y • ••Irwit with IW • Mimi Deb By 1. ELCO 1/4 "0 DRILL -FLEX (GRADE 5) SELF DRILLING SCREW. TO BE ENGINEERED SEPARATELY TYPICAL HEAD /SILL ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) ALUMINUM: 6063 -T5 ALLOY MIN. ALUM.: Fy = 23 KSI MIN. STEEL: Fy = 33 KSI MIN. (STEEL OR ALUM. 1/8" MIN. THICKNESS) • • • • •••••• • •••••• • • • •• . O •4 / 'E= i ••• ••• •• • • . / .¢ O g KE A I I ELD, P.E. FLORIDA E No.24140 • • • • • •• • • • • • • • 0 0 0 w t • • • • • • • •• • • •• • ••• • •• •• ••• • DRAWING No.: 1 • 5805 -LV • • •-. IVT 4 of e )/ •••••• B I LL O F= 1 /IATER I A1_ 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 6063 -T6 ALUM. FRAME JAMB (FIXED SIDE, ±55.0 PSF) WINDOW SIDE FRAME 6 I TM -132 6063 -T6 ALUM. FRAME JAMB (LOCK SIDE) WINDOW SIDE FRAME 7 1 TM -131A 6063 -T6 ALUM. FRAME JAMB (FIXED SIDE, ±90.0 PSF) WINDOW SIDE FRAME 8 1 TM -134 6063 -T6 ALUM. FRAME SILL TOP WINDOW BOTTOM FRAME 9 1 /INTERLOCK TM -135 6063 -T6 ALUM. FRAME SILL CLIP 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 -T6 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 SIDE) 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 -T6 ALUM. .540" x .740" x .063" GLAZING BEAD ( ±90.0 PSF) WINDOW GLASS PERIMETER (00 /00, 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 /CLIP - -- STEEL /PLATED f#10 x 1" PH. SELF- DRILLING SCREW (ASSY.) VENT HEAD WINDLOAD CLIP 27 10 --- STEEL /PLATED #12 x 1 1/4" PH.SMS. (ASSY.) FRAME CORNERS 28 12 - -- STEEL /PLATED #10 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 GA.) 1" x 1" REINFORCING TUBE INTO MOVING MEETING RAIL (XO /OX, XOX ±90.0 PSF) 32' 2 /INTERLOCK - -- 6063 -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 -T6 ALUM. 1" x 13/16" x 1/8" x 4" LG. WINDLOAD CLIP FRAME HEAD, EACH VENT, 23" FROM LEFT (00/00, XOX) 34• 2 /INTERLOCK - -- STFFL A -36 (11 GA.) 1 " 1/2" REINFORCING CHANNEL INTO FIXED MEETING RAIL (XO /OX, XOX ±90.0 PSF) ITEM O5 1 -.1 -.375 .062' .992' �- ITEM ®7 TM- 131A FRAME JAMB (FIXED SIDE) TM -130 FRAME HEAD TM -132 FRAME JAMB (LOCK SIDE) TM- 133A FRAME SILL BASE - 0 O Q aes 0 J is TM -134 FRAME SILL TOP TM -140 MOVING MEETING RAIL I 2.312' dfn___J L III 1^ 1.750" --�{ TM -137 FIXED MEETING RAIL TM -139 SIDE RAIL (LOCK SIDE) NOTE: (') DENOTES FULL LENGTH 1.375'1 .002" .092' TM -138 TOP AND BOTTOM RAIL 1.071' h _ .929' TM -135 SILL CLIP ADAPTER - 1.298' 062' -I TM -118 VENT LATCH LOCK �07Y .31 ]' 1.s20' TM -136 SILL TRACK _ teau mmwlbi . h. Oak T'1 No,V rylt TM -141A EXTRUDED GLAZING BEAD ITEM GLAZING BEAD ANGLE 3.625" ITEM SILL RISER .062' •• • • • • • •• • ••• • • s•• • • s il'• '�� ••• gay � • • • • DRAWING No. �S805 -Lt�l • SHiET 5 OF 81/ • •••• co W_ W • • • W U 5 ARM COZII14,44g wte tee nail. Blabs Dab • 1•• . • .•• • DRAWING No. • s 80 LI∎Q : . SHIWT6OF6 ) 1 • •••••• • • #12 x 1 1/4" PH.SMS ASSEMBLY SCREWS #12 x 1 1/4" PH.SMS. ASSEMBLY SCREWS WINDOW FRAME CORNER CONSTRUCTION DETAIL 810 x 1" PH.SMS. ASSEMBLY SCREWS 810 x 1" PH.SMS. ASSEMBLY SCREWS 810 x 1" PH.SM$. A ASSEMBLY SCRFWS 4 OPERABLE VENT CORNER FIXED MEETING RAIL CONSTRUCTION DETAIL CONSTRUCTION DETAIL STILE SHOWN FOR OX APPLICATIONS. REVERSIBLE ON XO APPLICATIONS. #10 x 1" PH.SMS. ASSEMBLY SCREWS 812 x 1 1/4" 810 x 1" PH.SMS. ASSEMBLY SCREWS 1 ASSEMBLY SCR landbmil FIXED VENT CORNER CONSTRUC9 DETAIL (XO /OX UNITS 390 :SF) • • • • • • • • •• • • 0 10 0 O 0 W I • • • • • • • ••• • • • .•• M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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. Huniayoun 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 NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. O)S- • • . • • • ... . .. • .. .. • • • . ....... • • • • • • ... • • • • . . . . . .. • • ... • • • • ... MIAMI -DADE cOUNTYJLOJQA METRO -D4DE Fj,AOLER'$1JILDJIQG. 140 WEST FLAGIAtItSfI tET, S1ZIT11603 : : MIAIGII, FLd121DA'3be 1563 (305) 375 -2901 FAX (305) 375 -2908 .. • • • .. ... • • • • • • • • • .. • • • • • ... .. NOA No 03- 0925.04 Expiration Date: January 08, 2009 Approval Date: January 08, 2004 Page 1 .. .. • • • • • .. T.M. Window & Door Co. • "• ' 4141 .• • .4141 • • . • . • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED: : ••: • • • • • ..41 . • • A. DRAWINGS 1. Manufacturer's die drawings and sections. •. • ' 2. Drawing No. W03 -52, titled "Series -338 Aluminum Fixed Window (Impact!).',:k;et31: through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised pna2tQ5 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 (FTL001I4), 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, P.E. 2. Laboratory compliance statements, part of respective test reports. G. OTHER 1. Test proposal by TM Windows dated May 13, 2003 approved dated 5/16/03 by BCCO 1 1. Ish'aq L Chanda, P.E. Product Control Examiner NOA No 03- 0925.04 Expiration Date: January 08, 2009 Approval Date: January 08, 2004 E -1 • • 0.0 • • • .00 410 . • • • 00 00 • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • 600 100 . . • • .0 . • • • • 0 41 0 Oft O SIUCONE TREMCO TREMGLAZE 5500 SIUCONE DOW CORNING 995 SILICONE DOW CORNING 995 3/16" ANN. GLASS 060' POLYESTER SAFETY PLUS .010" PET 080" POLYESTER SAFETY PLUS GLASS TYPE 'A' 'CLASSLAM SAFETY PLUS' BY NEBULA GLASS INTL. INC. 3/16" HEAT STREN'D GLASS .120 INTERUYER 7 UVEKOL -U0. RESIN 3/16' HEAT STREN'D CLASS GLASS TYPE 'C' 'UVEKOL' BY UCB CHEMICAL CORP. 1/8" ANN. GLASS 0 3/16" X 1/2" GLAZING TAPE O SILICONE TREMCO TREMGLAZE 5500 O SIUCONE TREMCO TREMGLAZE S500 #10 X 1 -1/4' P.H. $MS AT 22" 0.C. SIUCONE DOW CORNING 995 3/18" ANN. GLASS 3/16' HEAT STREN'D GLASS .060" POLYESTER .010" PET .060" POLYESTER 3/16" ANN. GLASS GLASS TYPE '6' 'GLASSLAM SAFETY PLUS' BY NEBULA GLASS INTL INC. 3/16' X 1/2' GLAZING TAPE 015 ADHESIVE BY SIG. ` .070" POLYCARBONATE BY S.I.G. .015 ADHESIVE BY S.I.G. 3/16' HEAT STREN'D GLASS ®SIUCONE TREMCO TREMGLAZE S500 GLASS TYPE '0' , SAF-CLAS' BY SECURITY IMPACT GLASS HOLDING INC. GLAZING OPTIONS 3/16" TEMP. GLASS y.015 ADHESNE BY 5.1.0. F .070' POLYCARBONATE BY S.I.C. .015 ADHESIVE BY S.I.G. 3/16" TEMP. GLASS GLASS TYPE 'SAF -GUS' BY SECURITY IMPACT GLASS SIUCONE 0E1200 6' MAX. FROM ENDS INSTALLATION �I ' , FASTENERS IN STAGGERED PAIRS Q I I I I I I I I I I I I I �I I APPo d n moPl41g wW Ty o t 81 NOAI if: 10a7 Mimi Dtls' t . L1A Aa< HOLDING INC. FALSE MUNT1NS SURFACE APPLIED OPTIONAL -J L I I 1 1 I 1 I I I I I J I n �ccccc�t c li i 1 I I I I I I i I I i � I � t D.L. OP0 WINDOW WIDTH TYPICAL ELEVATION SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Enpr DN. H'MAYOUN FAR000 STRUCTURES F1A PE B 161157 C.A.N. 3636 )EC 1 1 2003 11 1/2' MAX. HEAD /SILL 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. 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. OFFICIAL. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN•N THESE DETAILS ARE NOT PART OF THIS APPROVAL. • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • •• • • ••• • ••• • •• niI I I I 1 1 4U v a •••• • • •••• •••• • • • 8 8 6 0 • • 8 0 a. U • •• • • • • I ••• drawing no. • • •W03 52 sheet T of 4 • • • • • • • • • • • • • • •• • ••a• • • •••• •••• • • • •••• • • • • •••• • • •••• • . • • • • DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF U LJ v • - MPAZS — 'A' GLASS TYPE 'D' GLASS TYPE 'C' CLASS TYPE 'D' GLASS TYPE 'E' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE '8 CLASS TYPE 'C' TYPE 'D' GLASS TY 'D' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE WIDTH 36' 42' 48' 54" LENGTH 128' EXT. (4) X X XX INT. ( -) X X XX EXT. ( +) X X XX INT. ( -) X X XX EXT. ( 75.0 XX INT. ( -) 75.0 XX EXT, ( +) 90.0 XX INT. ( -) 90.0 XX EXT. 6+) 95.0 02.0 IN7. 6 -) 95.0 95.0 WIDTH LENGTH EXT. ( +) TNT. ( -) EXT. (*) INT. ( -) EXT. ( +) INT, (-) EXT. ( +) INT. (-) EXT. (4) INT. ( -) 38' 42' 48' 54" 60" 86' 48" 82.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 54.8 54.6 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX XX X X X X XX 95.0 95.0 47.8 47.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX XX X X XX XX 95.0 , 95.0 47.8 47.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 36' 42' 48' 54' 132' %% XX XX XX XX XX XX XX 95.0 95.0 X X X X 57.9 57.9 75.0 75.0 90.0 00.0 95.0 95.0 XX XX XX XX XX % % XX XX 95.0 95.0 X X X X 54.6 54.6 75.0 73.0 90.0 90.0 95.0 95.0 XX XX XX XX XX %X XX XX 93.0 95.0 RF FA) 72• 38' 42. 48' 54" 80' 86' 60' XX XX XX X0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX XX X X XX XX 95.0 95.0 62.0 82.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 38' 42' 48' 138' XX XX XX XX XX XX XX XX 95.0 95.0 52.3 52.3 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX X% XX XX XX XX XX 95.0 95.0 XX X X 57.9 57.9 X X 75.0 75.0 80.0 80.0 95.0 95.0 XX %X XX XX XX %X X % XX 95.0 95.0 XX XX X X 72.0 72.0 72.0 72.0 95.0 95.0 38' 42' 48' 144' XX X X X% XX %X XX XX XX 95.0 95.0 XX XX XX %X 72.0 72.0 72.0 72.0 95.0 05.0 %X XX XX XX XX X% XX XX 95.0 05.0 X% XX X X XX XX 72.0 72.0 72.0 72.0 90.3 90.3 XX X% . .2 X XX XX XX XX XX 95.0 95.0 72• 36" 42' 48' 54' 60' 68' 72• 72' XX 52.9 XX 52.9 XX 59.0 59.0 75.0 75.0 90.0 90.0 95.0 05.0 rr�� ld w 0 X X X X 58.0 58.0 75.0 75.0 90.0 90.0 95.0 95.0 L ) X X X X X X % % 75.0 75.0 90.0 90.0 95.0 95.0 DESIGN LOAD CAPACITY X PSF SERIES 338 ALUMINUM FIXED WINDOW (IMPACT) r TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL (954) 781 -4430 FAX. (954) 781 -5078) X % X X % X X X 75.0 75.0 80.0 80.0 95.0 95.0 WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' XX XX XX XX 72.0 72.0 72.0 72.0 90.3 90.3 WIDTH LENGTH EXT. ( INT. (X) EXT. ( +) INT. (X) EXT, (*) INT. 00 EXT. (4) INT. (X) EXT. ( +) INT, (X) XX XX XX X % XX XX XX XX 82.1 82.1 19 1/8' 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0. 95.0 X X X 9 XX XX XX XX XX XX 75.3 75.3 26 -1/2' 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 36" 42" 49• 54' 60" 88' 72" 84' X X X X 58.9 58.0 75.0 75.0 90.0 90.0 95.0 95.0 37. 26" 82.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X X X 0 6 X 75.0 75.0 90.0 90.0 95.0 95.0 53 -1/8' 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 % X X % % % % X 75.0 75.0 87.4 87.4 95.0 95.0 19 1/8" 02.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X 0 0 6 0 0 75.0 75.0 77.7 77.7 95.0 93.0 26 -1/2 62.0 62.0 50.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX X% XX XX XX XX 92.9 92.9 37' 38 -3/8' 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX % X XX XX XX XX 84.5 84.5 53-1/8' 50.8 59.8 59.0 59.0 75.0 75.0 00.0 90.0 95.0 95.0 XX XX XX XX XX XX XX XX 77.4 77.4 19 1/8' 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90,0 95.0 95.0 36" 42' 48" 54" 60• 66" 72' 96 % X % X X X X 0 75.0 75.0 90.0 90.0 95.0 95.0 26 -1/2" 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX 75.0 75.0 90.0 90.0 95.0 95.0 37' 50 -5 /8' 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 0 X 0 X 0 X 0 0 75.0 75.0 77.7 77.7 95.0 05.0 53 -1 /8" 45.3 45.3 59.0 59.0 75.0 75.0 85.3 85.3 95.0 95.0 X X XX XX XX XX XX XX XX 95.0 95.0 19-1/8" 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 XX XX XX XX XX XX XX 94.9 94.9 26 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 93.0 95.0 v XX % X % % X % X X X % % X X X % X 86.2 66.2 -1/2" 37. 63" 57.6 57.6 50.0 59.0 75.0 75.0 02.O 00.0 65.0 I 95.0 _ 9 S1N3nnO3 0009 213A_n3a XX XX XX XX XX XX XX XX 70.0 79. ^_ 33 -I/8' % X X X X X X X 73.0 75.0 81.3 81.3 95.0 95.0 36" 42" 48" 54" 60" 66' 102" XX XX XX XX 75.0 75.0 90.0 90.0 95.0 95.0 19 -1/8' 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X 0 X X X X 0 X 75.0 75.0 90.0 90.0 95.0 95.0 26 -1/2" 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X% XX XX X% XX XX XX XX 95.0 95.0 37" 74-1/4" 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 X X X% X% 95.0 95.0 53 -1/8" X X X X X X X X 75.0 75.0 81.3 81.3 95.0 95.0 X X X X X X X X X X X X X X X X 69.3 69.3 Yiyi 08 •U Appea (W +O+ V wi b ale 1 1 X% %X %% X% X% %X %X X% 81.2 61.2 W Fb6a B•WIaC "Yoe 36" 42" 48^ 54" 60' 108" X X X X X X X X 75.0 75.0 90.0 90.0 95.0 95.0 L /. 4 Dice L,a,�" NOAH �■'1 NW/ \ ca�"' g I •4 • • • • • l _. 1nV I a1•P IW :sugslna t • • • a OEM MEM IN= X X X X X X X X 75.0 75.0 89.7 89.7 95.0 95.0 X% XX XX XX XX X% XX XX 95.0 95.0 XX XX XX X% 95.0 95.0 XX XX XX XX XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX XX 86.4 86.4 3: 1 • 68• 35 " 42' 46" 54" 60" 114' XX X % XX % % XX % % XX % X 75.0 75.0 90.0 90.0 95.0 95.0 • • • e , • - . e • • S XX XX XX XX %X XX XX XX 95.0 95.0 r. DR.-HUMAYOUN 4 STRUCTURES 0 PE f 16557 C.A.N. 3518 ) r 1 l• ......,.„..1.........C. • • 1 • 1 • • • • • • � XX XX XX XX XX XX 95.0 95.0 XX X X XX X X X X X X X X X X X X X% 95.0 95.0 NOTE' 'MOTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. X X X X X X % X X X X X X X X X 91.3 91.3 36' 42" 48" 54" 120" X X X X X X X X 75.0 75.0 90.0 90.0 95.0 95.0 • • J t • • i X X X X X % % % X X % X % X % X 95.0 95.0 • • • • • • • drawYlg 00. • • • WO •• •• ` XX XX XX XX XX XX XX XX 95.0 95.0 XX XX XX %X XX XX XX %% 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 L9Fje of 4) a 80" 14 - ∎••• • • • • • • • •• • ••a• • • •••• •••• • • • •••• • • • • •••• • • •••• • . • • • • 18Y OR 28Y WOOD BUCK 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING ! i h a .. • T ANCHORS SEE ELEV. FOR SPACING 0 METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL : Fy - 36 651 MIN. ALUMINUM : 6063 -T5 MIN. 2BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1 B OR 2BY_ WOOD BUCK 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 1/4" 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. 4014 DRII 1 FI FX OR CFI F DRII I ING SCREWS (SAE GRADE 5 Fy MIN.e92 K51) INTO METAL STRUCTURES (1/8" MIN. THICKNESS) 14 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) SEALANT: FRAME CORNERS SEALED WITH SILICONE. D.L OPG. EXTERIOR WINDOW WIDTH 1/4' SHIM MAX. DADE COUNTY APPR,D MUWON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING Ergs DR. HUMAYOUN FAR000 STRUCTURES FLA. PE Y 19557 C.A.N. 3538 TYPICAL ANCHORS SEE ELEV. FOR SPACING Cede wW Me �fK.l��•I�t d Dr NOM! O Mira Dale 1 ` yyp C \�-Aoi 1. CAA KC�t. i • • • • ro • • • •• • • • • ••• •P • • • • • •••• • • • • •••• • • • •• • •••• • • • , N O. U nil' (sheet B 8 i •• •• 3 of 4 • • • • e•••• • • • • • •••• • • • • • •••• •••• • drawing no. • • • 4 —52 • • • • ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP. /SUPPLIER /REMARKS 1 GW- 35277 -A 4 WINDOW FRAME 6083 -T6 - 2 1298 AS REOD. GLAZING STOP TUBE 6083 -T5 - 2A PW -338 AS REGD. GLAZING STOP TUBE 6083 -75 - 3 BPA -1960 AS REGD. GLAZING STOP EXTERIOR ANGLE 8063-T5 - 4 0 PA -1960 AS REOD. GLAZING STOP INTERIOR ANGLE 6063 -T5 - 5 - AS RE00. GLAZING TAPE. FULL LENGTH - 3/18' X 1/2' 6 010 X 1' - FRAME ASSEMBLY SCREWS - P.H. SOS 7 010 X 1 -1/4' - GLAZING STOP SCREWS - P.N. SMS 8 S500 - GLAZING COMPOUND SIUCONE TREMCO TREMGLAZE BA GE1200 - GLAZING COMPOUND SIUCONE GE 3.375 (I) WINDOW FRAME -1.750 ,750 LA62 TYP. 2) GLAZING STOP TUBE .750 L .750 r .125 -- i{ --A62 l GLAZING STOP TUBE 125-{ 1.500 J .75D L 1.500 I I {--1.000 .500 () GLAZING STOP EXTERIOR ANGLE 4) GLAZING STOP INTERIOR ANGLE TYP. CORNER DETAIL Er,Or: DP. HUMAYOUN FAR000 STRUCTURES FLA. PE j 18057 CAN. 538 2002 the !Wide Iftleas Cob O• N Mod Ibis •y ISLAaq • LL. 4.1., • • • • • •• • • •••• • • • ••■ •••• • • ... • • •• •• • • • ••• ••1 4 ••• tea • > ••iit 1•} ••• droning no. Q3 -52 (sheet 4 of 4 • ice A 5 N 3 •• • • • • • •••• • • • •• • • •• • • • • •••• • • • • • s• • •••• • • • • • 11- 01 -'05 10:46 FROM -TM WINDOW & DOOR,LLC 9547813595 • . l MI AMFD� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROLAWISION • NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. le Ave Pompano Beach, Florida, 33609 APPROVAL D window",1 through 1 .. , sealed by Ballard L. Argus, P E., bearing the Miami -Dad Notice of Acceptance number MISSILE IMPACT RA LABELING: Each unit following statement: "Miami- /., ,e �. it i 6111 T -110 P002/015 F -891 - (X .. .. • • • .. .. • .. ... • • . . . . • • • • ... • • • • • • • • • • • • • ... • • • • ... MIAMI-DADE COUNTY, FLORIDA METRO-D4 /LAMER punt 1 IG • 140 WEST FI AC1�tt St'$ ITE jeo3. ; � -2908 • ' ' (305) 37 1 FAX (30 ;}3 • .. • • • .. ... .. • • • . • • .. • • • • • ... .. SCOPE: This NOA is being issued under the applicable rules. and regulations governing the use of construction materials. Tlie documentation submiteed has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Tulles 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 =Oration date stated below. The Miami -Dade County Product Control Miami Division (In 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 suspend revoke, modify, or spend 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 here Velocity Hurricane Zone of the Florida Building C DESCRIPTION: Se • • (F:1111 r, «n p r 15"Aluminum Outswing Casement Window -LM Impact : Drawing No. C515 -LMI, titled "S , dated „ :... •-�"+ • : • . Miami -Dade G: Large Missile Impact Resistant ear a permanent label .... • �i r «� urds name er logo, city, state and Control Approved ", unless otherwise noted herein. en ement 11 -15-01 and last revised on 02- 25-03, signed and •0'. • Mi . et Control Approval stamp with the et Control Division_ RENEWAL 'alibis NOA shall be considered after a renewal application bas 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 r» axmfac Lure 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 donne in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request.of the Building OfficiaL This NOA 01- 1129,03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. tapirs Approval Date: May 01, 2003 Page 1 • .. • • • • • 11- 01 -'05 10:46 FROM -TM WINDOW & DOOR,LLC 9547813595 T -110 P003/015 F -891 T. M. Window and Door NO CE OF CEPTAN (For File ONLY. Not part of NOA) It • • ... • • • ... .. . • • • . ... • • • • • • • • • • • • • • .. 0 • • • • • • • • • • • • • • ... • • • ., ... SUB • • • • • ▪ • . • • • • . . . • • • • . • • . ... . . • • • • • • • • • . . . • . . • • • •.• . . . A. DRAWINGS • 1. Manufacturer's die drawings and sections. .. • • • • • • • • • • 2. Drawing No. C5ISLMI, titled "Series 515 Aluminum Ontswing Casemant vnlavvr, 3 : : • • • ' • through 11 of 11, prepared by manufacturer, dated 11 -15-01 and last rested •. • • signed and scaled by Ballard L. Argus, P. E • • • • • • • B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Mr Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per F33C, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small 1M fissile Impact Test per FBC, TAS 201 -94 (FIL2770) 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) & FM-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 Intl for "Glasslam Safety-Plus Laminated Glass ", expiring on 09/09/03. 3. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/Keep Safe Maximum ", expiring on 05/21/2006. E -1 1640%' 1. t bhaq L Cbanda, P. E. Product Control Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 11- 01 -'05 10:46 FROM -TM WINDOW & DOOR,LLC 9547813595 T -110 P004/015 F -891 • • ••• • • • 00 0 0 00 • • • 0 00 • • • • • • • • • . • • • • 00 • • • • .0 0110 • • • . • 000 T. M. Window and Door • NOTICE OF AC �"Ep'1' NCE: EVID ENCE SUBNIImb► ' • • .• • • • ▪ . • • • (For File ONLY. Not part of NOA) ; ; • • • • • • • • • 1111. • • • E. STATEMENTS 1. Letter of conformance and "No financial interest, dated 12-04-200 At. & • 11 11 1111. 1111 • sealed by Ballard L. Argus, P.R. • • • 2 Statement letter of compliance, part of test report, issued by Fenestratiop lesgtig ; • ; • • • • . • 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 Roberto. F. .. OTTER . 1. None E -2 \ c t 1 • L_Li n lshaq L Chanda, P. E. 'Product Control Examiner NO& No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 72 1/6( MAX. FRAME TOOTH moms t • 12 M 6' � IIAX. 125 1/4 CAN LOOTS.. GENERAL NOTES A2 W. FRAME WIDTH - 1ra• SKEET O 0T I I h " u r LOCKS 45 1/2" MAX. 0' ( ] (I a I S ME L T T Cup t - 1 20 5/5' SERIES 515 CASEMENT WINDOW • I 1 • (TEST LINO ELEVADON MOVED FREW EXTERIOR. SCALE: 1/2' 1. SERIES 515 ALUMNUM CASEMENT )(ODOR (LARGE MISSILE IMPACT), AS DESIGNED MID MANUFAC- TURED BY 114 WINDOW 4.110 ODOR, U.C. 2. PROMO? 4 PROVAL CRATRN@S ARE SASUD ON TEST REPORTS Na.: FTL -2770 FTL -2687 AND AIL- 0506.01 -02, AS LISTED AOCOAD(NOLY /0R EACH UNIT (SEE ELEVATIONS ON STEMS 1. A AND 0 or 11 RESPECTIVELY) J. OOMINNGS PROTECT ANCHOR INFORMARCM FOR STRUCTURAL CONCRETE 140 HOLLOW CONCRETE BLOCK CONSTRUCTION ONLY. • "007 811311,4 HANOIXARE REDL101EYENTS: A. EACH OPERABLE VENT TO WOE - 41)1149954 THREE PIECE TART MINCES 8 1/4' LOWS, (MOO 7' room TOR AND BOTTOM MD AT M0, - SPAN WMIRE THREE HINGE UNRS ARE 0.0I011(0 (5EE TABJJ3 TOR REOLIREATENTS) - SURFACE MOLNIEO LEVER 71PE CAN LOOMS. %W111 SURFACE MOUNTED KEEPERS. LOOMED 18 1 /2' TROT TOP MD BOTTOM MO AT MID -SPAN. INHERE THREE LOCKS ARE 1101CATC0. A7 LETT OR 4CHT JANOS (SEE TABLES FOR REQUIREMENTS EACH VENT 512I) - ONE (I) 9010 OPERATOR AO SILL. LOCATED 4 I/2' MN 'EITHER LEFT OR *CRT JAMB. O. CACN MOO KIT• TO NAVE. . - ALIOIINUM AM NEC( BUTT HINGES 0 1/4' LONG, LOCATED 7' FROM TOP AND BOTTOM AND AI .MID -SPAN. WHORE THREE IMNOE UN05 ME MEMO (SEE TABLES FOR REOUIRENE1413) . - SURFAC(. MOUNIEO KEY OPIRAI50 WST07UL LOCHS. 11TH SURFACE SOWED KEEPERS, LDCA- TW 16' FROM TOP AND BOTTOM ENO Ai MID -SPAR. %HERE THREE LOCKS ME MOWED. Al LETT OR WOW JAMBS (SEE TARIES role REQUIREMENTS FA04 VENT Stu) - WHERE CUSTODIAL T S IAL LOCKS MI FId04E° (Sac TA8m8. 1:09 REUNRBMEMS mac volt S AND 5. WNITOW WEATHER.STRITPINO RECLIREAI1NTS A SINGLE ROW, WOOL ALL ram INTEGRAL PLASTIC f4N. - LOCATE AT PIAIMMTER OF FRANI AND AT FIXED RECEDED R+ML A7 EACH WTATHER9TRPPIN0 GROOVE. 6. 01A21HG METHOD: EXTERIOR 0LA2E0 TEETH 0.450' (VENDS) AND 0.450' (FACED UTES) GLASS ORS USING SILICONE 0,10 MV ALUMINUM TUOE GIAaR10 BEAD WITH SIUWNE 6 111EEN THE 6(40 NO GLASS. GL;ZINS &/ ; FASTENER SCREWS ARE T17T iMOUIREO 100a 11G 1:P10iii. 7. ALL STRUCTURAL MEMBERS SHALL BE ALUWNUM ALLOY 6013 -03. DESXIT4 PRESSURE MRNO: SEE TABLES 11, 12. AND p TEST REPORT No.: F1L -2770 GLAZING: 7/16' SU -GETS U 1J.0. - 3/15' ANNEAILO CLASS - 0070' POSYCARBONATC INTERLAYER - 3/16' ANNEALE0 CLASS WATER RESISTANCE TEST: 12.00 PST 114E TOTMEI PANEL. (0) 1S EQUIPPED %ITH M11/ Nh4 (S ARO CUSTOM. LOCKS FOR CLEANING PLRIPOSES ONLY 4. ( SHUTTERS REQUIREMENTS: KO SHUTTERS ARE REOURID FOR THESE INS1ALLANONS. • ANCHOR NOTES ,. 11PICAI ANCHOR TYPE too X. XX AND 110X CONFMURA110N5 SHALL BE: A 1 /40 (LCD TEXTRON (CROON STEEL.) HEX FLANGE OR IW HOD TAPl ANCHORS. MITI THE FOLLOWING MxMANICIL PROPERTIES: MINIMUM YIELD STRESS- 146.057 PSI AVEERAOE BELO STIIETS■ 166.717 PST 0. 5/16'4 (1.00 TEXTRON (CARBON STEEL) HEX FLANGE OR FIAT HEAD TAPOON ANCHORS. INN THE IVLLOVANC ME'CHAHK1 L PREMIXES: MR4MIIM YELO STRESS- 150,142 PSI AUEITOI6E YIELD STRESS- 165.062 PS1 C. 4INIMUM f79. 049(04EN13 ARE AS FOLLOW: o. FOR X AND XX CORIlOARMT40N9: • - 1 1/2' FOR 2560/33000 PSI STRUCTURAL CONCRETE - 1 4/4' FOR HOILOW CONCRETE BLOCK A TOR X02, XXO, AND • 010( CONFIGURATIONS: - 1 3 /4' FCR 3200 954 STRUCTURAL CONCRETE - 1 1/4' FOR HOILON CONCRETE BLOCK AT JAMBS ONLY 2. INMAN TAPCON EOCE ORANGE FROM EDGE OF OONCRITC OR BLOCK 15 2 1/2 3. 48*1MUM UPCON SPACING BETWEEN ADJACENT ANCHORS AT 144E TOP AND 60 OM OF Tiff XX C0NF031 VERTICAL MEETING RAIL IS 3' FOR 1/4'4 TPPOOAL AN0 3 3/4' FOR 5 /10'1 TAPCON. 4. MA1141.911 51411 SPACE BETWEEN WINDOW FRAME AND PACE OT SUBSTRATE. B 1/4'. 3. team ANCHOR OUAITIRES ARE DEPICTED AS 50140 LINES LDCMED AROUND THE rE21ME704 09' *woo* M*NIOH. 0141-014 Poore:Nampa TO THE FRAME. MNIU(ialNCHOR 0ACDETt ROUIREMIM9: - HEAD 4N1) SILL OF OPERATING VENTS FCR Y, 2X AND =X CONFEURATIONS. LOCATE ANCHORS AT 6' FROM DADS ANO 12 1/2' 0.C. MJUOMUN - 70P AND BOTTOM 06 MEOW RAMS FOR XX 00NF'K:URATION, LOCATE ANCHORS IN CURTER WITHIN 6' MAXIMUM OF EACH ACE OP MEETING RAIL CENTERLINE. - HEAD NO SILL 0/ FIXED VENTS FOR 7Of CONFIGURATIONS, LOCATE ANCHORS 5' TROIA ENDS AND 20 3/0' 0.C. MAXIMUM - JAWS OF OP /RAIN:0 AND RXED VENTS FOR X, XX AND XCO CONFIGURATIONS, LOCATE ANCHORS, 6' FERN ENDS N40 15 1/10' MC. MAXIMUM. MOVE OVE ANCHOR SPACRIO ARE MAXIMUI4 REDUCE MR710R SPACING FROM FRAM( ENDS, IF REQUIRE°, TO HAM MM 3' YINII*JM SPACING 8E7MEEN ADJACENT ANCHORS. SHEET 1. - GENERAL NOTES ELEVATION (TEST FTL - 2770) AND ANCHOR NOTES SHEET 2. -VERTICAL CROSS SECTIONS AND BILL OF MATERIALS (7/16' MASS) S1EET 3. - 7OREONTAL MR05S SECT10115 (7/46' CLASS) SHEET 4. - L2AD/ANOIOIi/1NRDWA E TABLES (X 4 XX COILING. -7/16' CLASS) SNEER S. - LOAD/MICHOR /cuPSjNARDFon 110115 (X0X COMIC. -7/18' 01/34) 511[51 0. - ELEVATION (TEST F:L- 2567). LOAD /ANp40R /FW•0WME TABLES /MiCNOR NOTES (X C0NR0. -5/16' GLASS) SHEE1 7. -CROSS 5111041 AN0 BILL OF 4M131IALS (X CORM. -5/t6' GLASS) SHEET 6. - ELEVA110N (TESL AWL - 0106:01 -02: ANCHOR NOTES (X R XX CONF7G. -1/2' GLASS) 0IIOCT •. -1 0 /AM0 Ip1/IIM'OWARE TAMEi At 5 11x 0044910. -1(2' 0w3) SHEET ID. -TRILL MICHOR CUPS OETANS •••• SLEET 11. -PARES LIST - • • • • • +N- • • DRAWING EX 6 • • • • • • •• • •••• • • •••• •• • •••• • • • • • BILL OF MATERIALS (1(52 rn - 2770) / (AIL 08O0.D1 -0 QI MN 94 WWI - N• - 14•• CRIP •N l• .. .. l'i l•Si_Y INNI =MEI= Tn f�7 ;)rI . ..s 111/11111 tilisg..g8T.;ly 1111 pp IM p � r , 1 17tI O� C._a A Mil= i7 . a -� 1 9"1,4":71""' : lIIlP In OLi.TP H 9 Tu -B MUt1 �� IIT/IMIEM INFil Ell L'AL_Vig E!•i EgIMM111111 EF 'lL SIUCOn =1 .:.. i' t - . 70 Su:: .91-x 1�' : 7u,' b t�1. :: ' ' _ - �nl iFE1t>•VZ131E2�1•(! coNs L'1.311:LY:� - OILFH KEEPER pow Ilf a 'L7 - J R:=11•11111111 1 ' 7F� i 73111111•1 1 L SINGLE 'ARM F S - OUN 4 :_ P.: LR7111 ' I: c+ ..:1 war IFFIEFTI11®E3t',TiRIEIZL•771ili3!3�u Will iLlR3 wrt7'7'.1 r.i∎ ' Z� =MM. 711 fill11111111f111111f riWAINIIIIIIIII M_ : 1 /'_ : - 1,111111121 • • 7! 7�iL i-- •i':'1'b *,1111 V il' iZi3 � L121.101E2. ".:: F€l ©© -tr7 ®=MEMtF,V 27713 T iTLPSoPF:9 - MI I_t - � 1I•I�✓�iII�1'i1 rr f , d• - Nam wiz Iva »+I II©4qj)♦[3'1•Nni.3.T:.:I 4 III or t1♦ 1 =Nom ®Lei::' - -- WRIIRRIMIR 4 • 7� Ei.i21 � '•'21MINE ;!'. MINI 0O23 -13 T. I aixr[ v_'L11TL:142:.AMMEMENTIlf 4r 1Jvi 'I7 4lIt '.ifi]L•1(.1mi. 2 x 1 • T M • Al :i1:I MUM TOP 0 BUTTON 36 2 NCE - -- AWWNUIa co RI HINGES NOM. WIDM I- LIN. IYP. EMBEDMENT: FOR X CA Xx- roR Xxo.xox. I 1 3/4 O OCD • (SEE NOTE BELOW 1 1 x P.T. W000 SUCH (SEE RODE 20.021) N7N. Trr. EMDTDMEN . KR x OR 32 -1 I /2 FOR 00.xox. oft oxx -1 3/a V d I 2 1/2 EDGE MINCE 71OOO RUCK INSTILLATION NOTE; FLAT SURFACE (TYf') WOOD BUCK S.U. 19 BE ATTACHED 10 ,NSTAUAIEON SUMMATE AS RECOMENDED BY AACHIIFCF OR ENC2IEF.R OF RECORD (1) S VERTICAL SECTION SOME: HATE" SIZE 2 1/2• EOM 2 1/1 EDGE (1"P) MP) DISTANCE PRECASTS LL INSTALLATION VERTICAL SECTION SCAM: HALF SIZE r L' O 1/( MAX SHIM (TYPICAL) MIN. TIP. EMBEDMENT: ►OR x Gut xx• FOR XXO,XOX, OR ONx -1 J /1 I MO SHUTTERS R(OUIRW FON THESE INSTALUOKINS 1 GLASS DETAIL SCALE FULL sat • • • • • • • • • 11-01-'05 10:47 FROM-TM WINDOW & DOOR,LLC 168-3 SI0/900d SEEI80S6 MIN, T. EMBEDMENT: FOR X 09 XX.t 1/2' FOR XXO.X0X. OR OXX - 1 3/4' seset uirr r.. user- = I � ;�1 171 III i! U +� CE" S ® r3) ()e 0.Z1.� 0.Z00 EDT m TYP. INSTALUITION INTO CONCRETE i21 JAMB HINGE DETAIL 0 MEETING RAIL DETAIL 3 3 �— TM IINDOW FRAME $I'O 1X P.T'1E000 BUCK - (SEE NOTE BELOW) .1/4' MAX. GNU (TIP) C) MULL DETAIL MA]OD OU C Y{STiLIATR M NOTE; WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS REOOMENDED BT ARCHITECT OR ENGINEER OF RECORD 0YP101L,) EXTE)6DR YANDOW FRAME TITOTH 1 1/4' MIN EMBED. (P.) 19 CD +— WINOOW FRAME worm --- (•) SEE PAGE 10 OF 11 FOR MULL ANCHOR CLIP 1YPE APPLICATION. r 1111 EXTERIOR 'zoo cose r!NO0W FRAME NID'T 3 7 JAMB LOCK DETAIL TYP. IMPTN.LATION INTO CONCRETE BLOCK MULL DETAIL IX P.T. R BUCK (SEE NOTE BELOW) (110 SHUTTERS REQUIRED FOR THESE INSTALtAT1oNS J m®CI ©ID 00 MN 'min , I UD &dlPl.I e,It, ,: �,,. `ar : i u+A Avis .,,. • • • • • . • • ••• • • 11e1rwr.om • • • • • WINDOW FRAME \11DM • • • • • •• -• 1 I/4' 1 (SEE NOTE W M aEuaYI) (M IR T P. INSTAUAT INTO CONGAED BLOCK C JAMB HINGE DETAI a "Met‘ DETAIL f• ••• Ar ID • •••• •••• • • • • • • • • • i*• • • • •••410 • • .36686. CT; • INSTALLATION SLAM 1I W ANNEALED (ELCO 1/4'• • FASTENER CHART/NARDWARI OCX CONFIGURATION) UNWED (SAF•GLAS), EASED ON TEST REPORT NO.: FTL t770 .2.728' SELL HEIGHT. WATER RESISTANCE TEST: 12.00 PSF OR 6/16'0 TAPCORS IN 2500/3000 PSI CONCRETE SUBSTRATA (USING 1/4 MOTORS) (RASING 5/16•• ANCHORS): CONFIGURATION XX REQUIRED HABOWARE PEN OPERABLE VEiR 2500 PSI CONCRETE/ HOLLOW BLACK REQUIRED ANC/CRS 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS PRODUCT COED: FR. WIDEN OA) FR. HEIGHT (I^) I�BUTT im . LOCKS (DM) PDSITNE (+) NEGATIVE ( -) U 9sTa L 1 l (WS NFID�SILL 1 (Gtr.) EACH MAD Cori.) PONTNE CO I NEGATIVE 1 ( - ) II LNG 1111 JAI EACH JANE (O T% EE IEFE •EEttlg:IFL>E• MIME it: 111111lEL>!©!] iK1•! --- Ef>• LEI NEKTON WILMA EEE CliEE>•• 1E1• ! ©CT•EiS1•EEES!•MEMOIR EE EE EMS= L E •••:>-E1EE E'•SES7• E1• EEER>•EITIIIE!E EIrS.E ©E>IMBINI is NIEMEN ElII3>• 11ES•IEEESEEEMElE E7QSS>• E1• ® ORS!• ORE E1EEEE iT1.1=F>s117 EL>•E=FITL>lMAMIEMINER Ef/FSFY= NilFSFFEI1ii/Tili'_•F7L]E If MUM I1• =Ti EREEMitEIEEE=37f>■1110St KIEEM•iSri_EEE =MAW SEES!•E•E•WM=E>rSid IMENKININNIEWBEE IINIKEEINIMERFINIIMWME ENIMWZ•i1•EI• IEi•EE ORE — INNIE1111111 Ewa wwi iS•iE !>•iE - -- EIIMNl:17LIB =Ti MUM EEi• EEE3If1=ZE• WANES 1111=11111 EM MEN 1011E7111111111ETEMEI EI•IIYL1ETb• k 7L1••1.7•==WIN NIE 7LI ±!E 01111:T•TiTi E!MINES•iES!>•!EEIMii INV. sNMI Nowk1• NIIIIKEENEE31111N1 MUM EE1•EE —•— SE p S! =:d■1•111EL7TEl1 NMIMS= MENEM IEIIIIII>•EIf>• E)•E!E•pE1♦ ININFAINI EI•E1• =ELEIlE1• -- ®EE•mum=!I 11:a MIMEO EL ! �� I1! ?117L•E Ewsigy4 iik1La ESEEI==EM EEI•Et --� =own=ar E>iS!•Et, .E11('1EE• rI•is1T1• I=MI•SIEiEE7II 4 wow= MIME EEC EE )>sREC•EE•EEE->i• ••.0 E)Q•r£•IEESESEINIEE LEES! =41EIL•IEiE7idlI Ent ENE "MIEN •CA•>•EC C• =iEEEE7)»»f 6G.• ElSIEEEE =run. MEW= EEC 11111111L' E7.1111111EE EE =>• !FE• EkE MEM= maws IEF111i7 E>• wallow Mai Willi E - NOISES .!X! 11111A>• Eb S>s i>• IS EE iEE EE E>E>E ti]A>• 11171 EE ES!• E)• t5T_•E 1112 EtTEIE —Et IEEE =TIM ETE EE O ES NIII=MIMINTIIIIIIELEAIIIIIIIIFINIII ®111=1"1111 ®LORI• — EINEMEN — ®iZ! EliL =rm. 1F.2•7A:! EWE= iLS)r I1• EE!IT•C• IE IININI;>• LIE•] =E>dZS•SE tn>• Ei7G1.O E=LI• E» E>• MUM 1 •OREI'•ELE 111111C1111111111111E1=1111111M11111 I! 0 mum EE EIb1 _ Num=E E•!E OREEE CITE EII E>• II EI •E•E_1♦ a E! ESE MEI= EE EE p Esz•NEIE 1R7LI i1.O INIFEENE El••EiEIET1G>•Ey "MAIM E•) LEO EE 4 ES!♦ ='•I)♦ lSZE•>• EEE SOO - 42.2 IElletiE•_EE'!a 111111111911111111IMIllE•E =ZalEr!MONEEEEEEr=sIEEEEEE 4 74 E Y4U . :MA ME i71•MISEElIENVAT MI TEEN! EiE41/11:1111•IEECIIIIS11S.IMEIMA• 1111111111111MMEME =MIN FINsE EIE1O • MEE111111111FDIMINEICUE= ME !CI=1F>M71T7it1♦EEEEEEEE7111Eirr- WILT INSTALLATION FASTENER CHIARTIHARDWARE (E CONFIOURiATION) . AMINO! 7IIP ANNEALEE LAMINATED VEAF GLASbEA5EO ON TEST REPORT No FTL 2770 2.126' Sill NOM. WATER RESISTANCE TEST: 12.00 PSF (MO 1 /e'• OR 5/16'• TAPOONS IN 2300 /300D PSI CONCRETE SUBSTRATE) CONFIQURATION X 2300 PSI Cam/ HOLLOW BLACK KowAREO HARDWARE REQUIRE° ANCHORS (1 0 REQUIRED (0611) HEAD/SILL '(QTY.) AN HORS EACH JAMB (arr PRODUCT CODE FR MOTH On) ER HEIGHT (in) POSITIVE ( NEGATIVE (-) y�CS (WT.) LOCKS (Qltt.) MEAD/SILL Ott.) EACH JANE (DIY.) mFE ET1•EE>mL>• E =L>• =SIIL■ III E t •1:7.111E C•I.1E ES• E =S ■'amsom5no EiEM iim O EI• i[S/u lSJMNI3• INCI Zfl >•EiSZ1•11 lrDEMI EE E1• E = ">r0 iIEWI MEMIll ©E>IMBINI is !MINI WW1= iE= iT1.1=F>s117 EL>•E=FITL>lMAMIEMINER Ef/FSFY= NilFSFFEI1ii/Tili'_•F7L]E If MUM il3FF111EYLI =•TfIETS7EM WHAM" •<:EEEIQZEE>l111111EMFaI!111111 ti:EE*T(EE'T•liEMIllIFl•E>•E>EE•EE iI1•INCEJ1=E 111_••S•1• E> SIEE>Q EE ENSFEEIN •IZ• S7IIIEiEiT111111l11•p!EIIO moils!! •f•11iEi)•E>!IMINES!•EEES• E!I7•i_1•ORE EM E N WEENI mir =EMI IMENKININNIEWBEE — IMMUNE MEMO WEB! !1t-- MIME lEEN11111 E>w MEMO E)•!E•MEAN ENE 1• E =3E= Newr1• i1• EI•MEMO MEMELEMIIII EWE — !EWIE E•1• NEE =II iww MAIM EEE1• !E IEi•EE — INNIE1111111 Ewa wwi iS•iE !>•iE WWI • ESE= =Ti MUM WISP= EITAIE E EEE3If1=ZE• WANES •11=2• —' — IIII INE CJ .i i'rSE1• Nee/INN !ii't I:iE.SEi1SUEEI7•!MEIWW1• Ei_iEElTAIIIMINI1EE>rI it1EES>Ei'.•1 Mk.FIM WORM IMMOEZFE•t ERElIFEN= iyEt iiff. T .TINE Ia'cT_ 1011E7111111111ETEMEI EI•IIYL1ETb• k 7L1••1.7•==WIN NIE 7LI ±!E 01111:T•TiTi E!MINES•iES!>•!EEIMii INV. sNMI Nowk1• NIIIIKEENEE31111N1 MUM EE1•EE —•— SE p S! =:d■1•111EL7TEl1 NMIMS= MENEM IEIIIIII>•EIf>• E)•E!E•pE1♦ ININFAINI r TABLE d► 1: TABLE • Et MAX F.W. L e • O T H E R C O N F C O U R A T I O N S I (SEE TABLE 11) NO SHUTTERS REQUIRED FOR DIME INSTALLATIONS l IKON: -SEE ANCHOR NOTES ON SHEET 1 Or 11 s igr a � °r N. • • ▪ 1410 4111 .1% • • • • Ii •• • • • II _ • IEEE ARcu v.E. 54 `L7 I T E • • •• •••• • • • • ! • • • • • 1/Q' • • • • • • as • • :: •••• • • FLORIN. No.26606. IMP • •• • •••• • • •• zi • • • y • I- • I- • E9 • -0 • m • coo • LJ I • ' co F-� INSTALLATION FASTENER CHART GLAZING: 7!IO' ANNEALED 2.720• (EL00 1 /4'• OR • /HARDWARE (XOX. XXO AND OXX CONFIGURATIONS) LANINATIO (iMFQEAI)%USED ON TNT REPORT No.: FT!. 1110 SILL HEIGHT, WATER RESISTANCE ZEST: 1200 /SF 5/1Bb TAPCONS IN 3200 PSI 03KORE1E SUBSTRATE) (USING 1/4 ANCHORS) (US1N0 5/10.0 ANCHORS) CONFlGURATION KOY REQUIRED HARDWARE' 3200 PSI CONCRETE/ CRETE/ HOLLLIYI CBS REQUIRED_ ANCHORS 3200 PSI CONCRETE/ ROIL CBS REQUIRED ANCHORS PER � FIXED VENT PER OPERABLE VINT PER 701E0 VENT PER OPCR &( VENT PER FD(ED VENT � � C T TOTAL wI • TOTAL HUGHT VENT m01H On) • 11man V Th (N) yI NC `QTY. 0(9 l0 (giro NIN - ((era P ODNE () • NF 11VE ( -) HFA9/Slll (QTT.) EACH 1ANB (QTY.) NERD /51 (QTY.) K W I cm) P�I �NC (4) N¢/�TTVE (-1 HEAD/SILL (OTx) 1016 (ON.) HEAO/$Q (QTY.) age JAEIB K M) comp merk 1 ItiNTL7SIIEiTlIMMOM21NMGMGRI 111E111 711NFZENIMFTI■EI■r>EaEEL^TEEaI11 =SENiS11•1oWMM1• 1111 7 7 74 111M iialIIII =WEIl •IM ∎1171f1;X•1•ii L7sQ IMEM li =iatlNWMIIt1•tT3•>•1112/ =ilfEMENiMII EEfE7•EEE7EMU"S>r GE'M ,111FMNI=MEMMEI=!•>•WW1•E7• 767iININMG 7i1•mil•i1•S!IIIII 717siR=oMMIN=MIN »f=131EEETiEE >l�a IINW27• 1aL'ali7X7 PERMi);7nEFEY/1E:1•ELI•E=WME= IOLo.1WWIIt? 1.1 3' 1: 71iF ><FLILFEEIEtELEEI• ©OLTTEE1>r =IE 1•EI=EFEEENMI =�S1• Mar / iE) " Iyap I RIITL1 Q7M7L1Earyii IT YL1 i17.1FSIF7 E 7n/l111FM ITr7ETE 7I�iE Ei1• WM Eft MINI MIN E1• WIN M NI E1• MIN ______ 1 �I NMI I t7t4111 tlT•3tE It ... 3m 0 EE SSE moms SE 1=•7r V EI.11t— lii E7E t iVM maim r w� •• . 7 d��1•!EO I I• o E: i1111111 tIE EE EE E� EE E-E 4 [ Ln li37LII T tIYi1 iEO ERN MON >EifE r]f o till fEE ■l7E METING a l�llsES OD s II II S A -R7x 7[1 No E7EIMIESA!EINfE ET.lFTP M T / WFR sIE1E!7EIEE EENING B1!7Ti TUNER!• EIN ELI NUM MEAN ©EEEQIC EEESEE Elt _____ Br•TE EE EI■ — ss 1i]71TE =I t•16E QM II T M1101 ■NO )C___!1•_r•I S!l_ 7 > EEEEEE— E7E BTt ERE — EEaltE El• _t�X_IiTTEE>IEF1•E.EEa E] ll•M rr_i__ 1=k)1(•>• CTRSfEEFT•EEtE TILE E1INIR /MI• Bl• i E7E ETRIF•lE EE B>1!)r - EI SE 1T,.:1Ti1f 13a':.G�JE11UY1EJYL . iUINTA MIR MiII7 , S — ®L1 STUMM Fl YL1 IC7 EiE• EFIMIN __ t5A= II IIIMMI ES7i E.tE DEE NMI Ea10 WM 0 EE MIN EE EiE O 0 SFE f1• N EE a EIS MEI=EE C ln=rim EEEI>• EEEFE E4110 EE E =MEMO t•EE7E=MIN ERE E•EI• NEM= =Il[E_>♦ re sIMF=EMMIM Q3 IRINDE EFT• NM E7• s EE EEEI• EEEs EE MEMO Mil= I® RIM=IR F TLI YL1E E I7c.1_ 717EAMI ® Mal WIN ME 11=71111 EEEEEE7E'761 EE1El��EE1=3MIN 1IIMF 7 tZ�IEI•EEEE>•o EAI>•Efl1TW E")• ETi =NM= =IR= - 1i •l7 EE _ ____ _ ©E lsEE/5111 3 CMG I P %!L1 t_ +!!7- �Eir!>•!E 1111.11111111111•111 NE NM=! ON QIFE >t•7EE>• TABLET # 3 • I NOTE: -SEE ANCHOR NOTES ON SHEET 1 OF 11 -ISEE MLIJTON ARCHOR CUP 000A(ES ON SHEET 10 OF 11 MAX. F.W. EE7 10 OF 11 51 - 1 3 1 3 1 3 1 1 ' l Y1:NT mom •0• SENT HRDTH SEE NULL LW (SEE TABLE 13) SIO> ! t0 OF 11 3 1 510 1 -51.0 1 3 I NO SHUITERS REQUIRED FOR 1HESE INSTALLATIONS I GIBE R CONF I OURATI ONS wu(. FAY. S E1 01 11 SEE NULL OUP (5EE TABLE j3) SHECT f0 OF 11 3 ( 3 0 51.0 -51.0 0 3 MAX. S.W. I� S ISTI E E T u10t 07 1' , 6 i SH Ei 10 Of P 1 SEE MULL OUP (SEC TABLE i3) SHEET 10 OF 11 5 3 040444 •.M pp 4. MLitt f ,I •• • • 4 1 I, LNAA • • • •• • ••• • •• • 5 Z U •••• 1: f J • 17403 • • • • • FLORID4 No.35050. 1 4)01♦ • • • ••• • • • • • • 4. • It P 0 •• • • 00 1-� C.3 0. CD LII • •y .11 •m • 4 • • 4 • m - • m •0OW Kw • 4j C515- 14 •• LTI •' ••• 1 • U3 F- 1 "- JM1111 311Vt1! WM ,L[ -• I I E1 CAM •• \t� r � �r ► tuts 1 1 I�, =ms L1 , I I A /A !1 �'' !1 !1 COU I L , x ',., r .. T , ��, - , ` I . , �� — ' : iii I I t I i !1 -\ I'I >F1 F1 i ,• Z, -• �'i ;. ,�!, =0 `'!_.•.- tie tf , " . /,• , ( i I I I � — ,�� i III !1 ••\ i i \ �� (�i_%l 11111 ' . 1.1 n A> I I F) El I •\. -.x X .,: , 1 1 , �ih, ,I i . Ji RA IIII --- IIII RNI► 1 _ — l! QIIV TABLET # 3 • I NOTE: -SEE ANCHOR NOTES ON SHEET 1 OF 11 -ISEE MLIJTON ARCHOR CUP 000A(ES ON SHEET 10 OF 11 MAX. F.W. EE7 10 OF 11 51 - 1 3 1 3 1 3 1 1 ' l Y1:NT mom •0• SENT HRDTH SEE NULL LW (SEE TABLE 13) SIO> ! t0 OF 11 3 1 510 1 -51.0 1 3 I NO SHUITERS REQUIRED FOR 1HESE INSTALLATIONS I GIBE R CONF I OURATI ONS wu(. FAY. S E1 01 11 SEE NULL OUP (5EE TABLE j3) SHECT f0 OF 11 3 ( 3 0 51.0 -51.0 0 3 MAX. S.W. I� S ISTI E E T u10t 07 1' , 6 i SH Ei 10 Of P 1 SEE MULL OUP (SEC TABLE i3) SHEET 10 OF 11 5 3 040444 •.M pp 4. MLitt f ,I •• • • 4 1 I, LNAA • • • •• • ••• • •• • 5 Z U •••• 1: f J • 17403 • • • • • FLORID4 No.35050. 1 4)01♦ • • • ••• • • • • • • 4. • It P 0 •• • • 00 1-� C.3 0. CD LII • •y .11 •m • 4 • • 4 • m - • m •0OW Kw • 4j C515- 14 •• LTI •' ••• 1 • U3 F- 1 INSTALLATION FASTENER CNART/NARDWA9EE .01 CONFIGURATION/ GUMBO: 6110' HEAT IITRENDTNEIEO LA/BATED (SAF•GLA(i1. BATED ON TUT REPORT N0.c ITL 1147 2.72W 5IU. HEIGHT, WATER RESISTANCE TEST: 10.92 PSF •(ELOO.1 /4'1 TAPCOR IN 25U0 PSI CONCRETE SUBSTRATE) CONFIGURATION X t3 RO BLOCK REQUIRED HARDWARE REMITTED ANCHORS CODE Room R EOM EACH AR T• 01117L1100I.>• ii•£>• I ii •1• iIMM is 13 IITIV/lE ET1FlA 7 BifT.•1s !Mt. s -- i1• Mini �ITL111 ITEIMI MI EI�"7�- MI ii MAIM =Kiln IMF aNrt- ii 15 t111161 EIT11177 1.111YLVIIIIMICIIIIIBIESAMI NICENE IMIFIT I s0T5317■011111111111111111C11111011EE1111 102MMI II : ] Ms5BaiMW=EMIE IINEMEIETINNISIIIM MEWING S)• IMAGE AFP111 t F011 It iria •011 x!.11 MDR= E1• GENIE its rE_t! - -- WSW= -- 10111101 i77i tiL1rGOMISE1•IMINIIIIIii i?Ti E>• STE Ea - -- !TAISI Q•: TET11 iiTl1 mar= !IIMI � i =WE - -- IMAM E1FFICYL•1 IMST>t s'S 11111F1• MEMO BIEi 4 ii _T_ i,13s1aralUIMI sf'i EI'TI:MO GI"EE iTIFINIIIINSMINII 010/11111111110111•1111 iNOM ilk i1• iTi i lNIM SERIES 515 CASEMENT WINDOW (TEST FRET ELENA/XIS VIEWED FROM EXTERIOR) SCALE: 1/2' • 12' 1. w1NDOW TWIN* HARDWARE REQUIREMENTS GENERAL NOTES DLSION PRESSURE RATING: SEE TABLE 114 (1Nos P*543 GLAZING:. 5/11' 507-CAM BY 31.0. - 1 /1' NEAT STRCNOTNENED GLASS - 0.061 POLYCARBON(TE INTERLAY04 - 16' HEM STROIOTNENED CLASS ZEST REPORT No: ITC •2567 WATER RESISTANCE 113T. 1E52 P5F 5/16' OVERALL UNMATED (SAT -OCAS) BY SECURITY !PAPACY GLASS HOLDV403 LLC GLASS DETAIL SCALE: FULL SIEC AT MID - SPIN WHERE THREE MINCE UNITS ARE INDICATED (LEE TA1. j4 FOR QUANRtt) - SURFACE MOUNTED SLYER TYPE CAM LACKS. WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- D LCFT CH RIGHT JA1•SS (SEE TABLES /4 MID-SPAN. FOR REOUREMEM £4 3 4 VINT SIJ tt) NpOyATm. AT - ONE (7) ROTO OPERATOR AT SILL LOCATE() • 1/2' FROM ETHER L[I7 OR RIGHT LAMB. 2. WINDOW WEATHERSTRIPPING REQUIREMEP S: A. SINGLE ROW. WOOL PILE 1MTN OVTME PLASTIC FBI. - LOCATE AT PERIMETER OF FRAME AND AT 'EKED MEETING TOIL, AT EACH WFATHERSTRPPNG GROOVE 3. CIAIINO METH OM EXTERIOR'0tATEO WITH 0.450' (VENTS) GLASS BTt, USING SIUCOPIE AND AN •LURNUM RIRF 15A7511 FIFO. WIM 01 11x.41 RENNET NE 8140 140 OL•91. CLA21N0 ODD TO BE FASTENED TL1TH A. MOLE ROW 01 85 x P14. 5S. 5113. U30UE0 AS FOLLOWS: - HEAD ANO STU.: 3' FROM ENDS AND B' o.c: MAX. - JWBS: 3' FROM LNOS M40 10 3/4' 00. MAX. 4. ALL STRUCTURAL MEMBERS SHALL BE MOTOUM ALLOT 6063 -T5. 5. HO SHUTTERS ARE REQUULEO FOR THESE INSTALLATIONS. TABLE o4: 1 140 SHUTTERS REDUHEG FOR THESE INSUL.AT10NS ANCHOR NOTES 04513ILATION REQUIREMENTS A EACH OPERABLE VIM TO HAVE: 1. TYPICAL ANCHOR TYPE 1011 X CONFIGURATION SHALL 81: . - PlUIBNWA Mai RECT. MI NNOES 5 1/4' LAIC, LOCATED 7' TROI TOP AIM BOTTOM AND ' A. 1/4'► 000 TEXTRON (CARBON STEEL) HEX FLANGE OR FIAT HEAL TOOTH ANCHORS. WITH THE FOLLOWING 11E0244NIAL PROPERTIES: WNW YIELD 5111153. 146,857 PS AVEERAGE'41ElO STRESS. 556,757 PS B. S /16'* E1.00 TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT ANCHORS, 111TH THE FOLLOWING 11200NIOAI PROPERTIES: MINIMUM YIELD STRESS. 150.142 P51 AVWERAGE YIELD STRESS. 155462 151 C. MINOAW 1TP. EMBED/LENTS ARE AS /0LLOT0 • o. FOR X AND XX CONTIOUPA110MS• - 1 - 1 1 2" F 2 S0D 30 151 5T UCTUK� CONCRETE A FOR X0X. XXO. AND 0101 OONFlGURA110NS: - 1 3/4 4' FOR 3209 LOW CONCRETE STRUCTURAL AT JAMES ONLY 2. MINIMUM TAPOON -EDGE DISTANCE FROM EDGE OF CONCRETE OR OLDEN 15 2 1/2' 3. MUmIUM 5N1U SPACE SEMEN WINDOW FRAME AND FACE OF SUBSTRATE. R 1/4'. 1. IAINWUM ANCHOR OUNITIIICS ARE DEPICTED AS SOUD LINES IOGTED AROUND THE • PERIMETER OF WINDOW F0EV0.1I0N. DRAWN PERPENDICULAR TO Ng FRAME MAXIMUM ANCHOR MONO REQUIREMENTS; - HEAD MID SQL OF OPERATING VENTS FUR X CONFIGURATION. LOCATE ANCHORS 6' FROM ENOS AND 10' O.C. W1XWW - JMIBS Of OPERATING A•D 1D0?0 VENTS FOR X ODNFIGURA1)ON. LOCATE ANCHORS 6' FRCS ENDS AND 15 3/6' O.C. MW2MLIM. HEAD 17APCON Rise �. �. �. • • t7pESL,•4 114.1•• • • • •• • • • •••••• •••• • !. •RCUS. P.C. • 84 4 4.. 91 1 OUNCE • ON. 33594 ffr. .. • ••• / • ••• O • • • • •• I I O t ot 1lp36686, CIQIL• 41 •• • •• • • • • g 0515 -1 x4117 ors y 1 •• • • • H • • 44-4- 1 •CO • • • TS) •. .•vT •71 • •� • r 4.0OO(D "D ©�i UN -- Ea./t1 .. . • N 4•li'I12.`.I♦ in MF/MUTIFV77:11111 M.15171=1 .11=1V7711. Pk SZEMEMMII VIM MIME MINK= Cd:LI•if DINF1111IFd:,� L:!L1Dt.T.4,,1 .. HINIII RL•Yl REF.9 n wiT R .,.,_ woo. SASH LlIEMINI iiL.Q•i�l:�L+� t.i i221 12 ©16 54t- LAWNATED 1 , CLASS ` - IQI1_{YJGTET>_ a f. _ ■laat 7L:' iI7oQMBEEFiMI Pizqmi.111. I fn,,ILIjul7=i• [t7 IIIC>sEIIEIIIIIIME IE` 1E11 MUM F fM"_• f i1 iL` I I• �t71Tii;Vi i2:rAr.!:C[!L?9 - .I.A:Js — - ..ar=MI■E MIAMI rirrionauti2mArtk.d.ivil VII DEEM 1=1111•1111 11 ■7C1'E7• ■E 7Lw.:_a_t&MI FBI 117/ ®- is raiva s [ FF! . ;1x• ®,FTT�ITL :. Win. ix4.ma :i.s+or,a111111111LL'i :..A2:. F)7Viaaa1 111INIMINIFJIjMIIME7 ;FA VA ara 7 1 11f>rilfSilitiilli: ir.Ti3 4scit:a■= cm ,h Rana[ ETRi'1 R!'m o _!..L. K- i ...i36 l.laf: . VAMI• ®MITI TP111111 a .• e .3 x 11 16 x'1 16 THK. CHEVRON x63.1. 1.. . 11, •• • 36 HNCE 37 AS RED'D BILL OF MATERIALS (nu 1 - 2567) R ESC Gose 0=4 Inn ■4 C7J1• Il�l i��'d 11 DECRIER Y • • � •• • •• • •••• • W •••• N •••• • ••• OCATIOM AMAMI. MOO e 'IF /1 'r7ll /h! • 1. P.E. .w. 1ERR&CE • essease •• • • • •• • ••• • • • IDA No.3SfB6, COAL • • • 1 Q 3 Ibs C -L611 11111•1•w --1 r NOM. TIIDTH I•— - '..46111'11 oiref,r_o( Ti C '"I 7 1/2` EDGE DISTANCE 0 VERTICAL SECTION 7 6000 AUL1f INSTATIATIOM NOTF; 1!VQ0 BUCK ?(! ss ATTIMED TO SU'MAIFF. AS RED:WENDED BY ARCHIWCT OR MOWER OF RECORD (MACAO 1 1/2' htlN. EMBED. ( TYP. YISTATLA110N INTO CONCRETE IX P.T. V170D BUCK (SCE NOTE RUM 1X P.T. WOOD BUCK—, (3E@ NOTE BLL0V, 1 1/2 LIK_ EMBED. (w) • 1 1/4' YIN. atBED (TYP.) TYP. IKSTAuA110N WO CONCRETE BLOCK JAi•iii HINGE DETAIL 7 ALIINRO AI S. STEEL WIDOW music mom CAP RNE11 NOTE 3 1. 55 . 6US. (SEC GENERAL MOTOR I NO SHUTTERS ROpuREO FOR THESE O STAUATIONS I 15 TY• INSTALLATION • INTO CONCRETE • • • .• • ri LOCK MAIL • r 66NCES TUBE CLAZBNO BEAD .EII r• CESIGN PRESSURE PAWL: SEC TABLES /SAND /I ON MC 0 01 11 TEST REPORT Na: All 0505.01 -02 GLAZING: 1/2" GLASSLAM BT NEBULA GLASS - 7 /18'RNNOLLE° GLASS - 0.050' POL1ESTQt - - 0.010'm - 0.060' POLTESTEFt - 3/10' ANNDILLD GIASS 14.MER RES151RNCE TEST: 12.00 PSF - l 7 5 /0' SERIES BIS CASEMENT WINDOW (TEST UNIT ELEVATION WELTED FROM EXTERIOR) SCALE 1/2' - 52' 1. WINDER MOOMUM HARDWARE REQUIREMENTS: DCJN OPERABLE VENT TO NAVE - AUDA08.81 1NREE PIECE BUST I4NGE5 6 1/4' LONG. LOCATED 7' *RCM TOP AND BOTTOM . AND MERE ARO -SPAN ERE THREE HINGE UNITS ARE W0CATED.(550 11 L (S & /6 FOR QUPMITY) - SLTDAOC 140UN159 LEVER TYPE CAM LOCHS. W011 DOUBLED SURFACE MOUNTED KEEPERS, LOCA- WD 7 S /0' FROM TOP NO 60170M AND AT 1.41D-WAIL WHERE THREE LOCKS ME INOI0.110. AT LEFT.OR RIC HT ALES (SEE TABLES d5 4 46 FOR RE0IRRENEARS EACH VENT SIZE) COW (1) 01110 OPPRA1I1R AT !WI. I /M'ATE11 • 1/2' GROAN VAMP Ltr1 OA WONT ARO. 1. 665005 WFATIERSTRPPLRG REQUREMENTS: A. SINGLE ROW, WOOL PR.E.STTN INTICRIL PLASTIC FIN. -1AGT( AT PERIMETER OF FRAME AND AT F1X(D BURRO RAH. AT EACH WEAT[RSTRIPPING GROOVE. 3. GLAZING METIOD: EXTERIOR CLA0ED WITH 0375' (YORE) cULSS BITE. LASING SILICONE AND AN /40.0111I1 TU8E GLAZING READ, WITH SRIOCIVE BETWEEN THE BPD AND GLASS. GLAZING REM FASTENER SCREWS ARE NOT REOUIREO FOR TIN OPTION. 4. ALL STRUCTURAL MEMBERS SHALL. BE ALUMINUM ALLOY 5663 - 16. S. NO SHUTTERS ARE ROIJOREO FOR THESE INSTALLATIONS. GENERAL NOTES ANCHOR NOTES IN 6LLITXI4 R I MFMS: 1. TYPICAL *140046 TTPE FOR X AND DI CM/DUR ATIONS SMALL Be: A. 1/•'• 0.40 TEXTRON (CARBON STEED 14E11 FLANGE OR FLAT HCA0 WAGON ANCHORS. 66TH TIE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 140.587 PSI PEERAGE 7/E10 STRESS. 156.707 PSI B. 3/16'4 LIAO TEXTRON (CARBON STElELT HEX FLANGE OR.FIAT HEAD TAPCON MOWS. egD1 THE FOLLOW - AC MCCRA/CEAL PROPERTIES: MINIMUM 1I110 STRESS. 150.141 PS AVEERAGE VELD STRESS- 155,062 PSI C. IAVMUM 6P. EMBEOMENI4 ARE AS FOLLOW: a. FOR X AND XX 003136RM1ONS: - - 1 t FOR 250p0p//3000 PSI STRUCTURAL CONCRETE - 1 1/4' FOR HDLIAW CONCRETE WOC66 S. FOR )33X, 1010 MD au cONFICUWIONS CRETE - 1 - 1 1/4' FOR NHOLTON CONCRETE 8UDCK MARS ONLY . 2. MINIMUM TAPCON ®OE DISTANCE MOTT EDGE OF CONCRETE OR 81.005 KS 2 l /2' 3. IUDIIMU14 TAPCON SPACING SCREEN ADJACENT ANCHORS AT THE TOP NM BOTTOM OF THE XX CONFIGURATION %ERIICAL KONG RAIL: FOR 1/4'0 TAPCON LS 3'; AND 3 3/4' FOR 5/16'0 %WAN. 4 MAXIMUM SHIM SPACE 8(156161 161NDOR FRAME MO FACE OF SUBSTRATE, 15 1/4'. 5. MINIMUM AMCIIO46 GUIWfl1IES ARE DEPIC150 AS SOUP UNES I004661D AMMO THE PERMETER OF 511100W ELEVATION. ORAWN PIRPINOICULAR TO THE FRAME NUONUM ANCHOR SPACHO FIRHOWMFHIS; - HEAD AND SILL OF OPERATING 4E]4TS FOR X AND XX OONFICURATIONS, LOCATE ANCHORS 6' FROM DIOS AND 20' O.C. LWLMUM - TOP AND COTTON OF MEETING DOLS FOR XX CO61CURATION, LOCATE ALL ANCHORS IN CLUSTER WHIN 6' MWMUM OF EACH SIDE OF MEE1150 RNL CENTE741NE - JAMBS OF OPERATING Ma FIXED VENTS FOR X AND XX OONF1cU6A1toNS. LOCATE AiKd665 6' *6011 0405 AND 14 15/16' O.C. MIJOMUM. 6. ABOVE ARMOR SPACING ARE MAXIMUMS: REDUCE ANCHOR SPACING FROM FRAME ENDS, 1 REQUIRES, TO WORM 5' NIM1WJM SPACING ADJACENT ANCHORS. IRO SHUTTERS MOUREO 106 THREE INSTALLATIONS I I 1/2' 0YERALI LAMP (OLASSUW SUETY - PWS) BY NEBULA CLASS INTERNATIONAL. INC. GLASS DETAIL SCAR FUEL SITE • • • •� R� T LW •• • ••• 1••• • •••t•al" e • . •• •• ••• •• ••• • • • • • Append r saMIFMLI p, 4. R AN6Ya0 s e/• M •••• • •••• MOWS, P.E. 11.7 E V4 • • • • • •• •(Aile • I[jI1 i • • • • sFLORIOa1 No. CNA • •- • • • INSTALLATION FASTENER CNART/NARDWAR5 O. CON /IOURATION) "LAZING iir OLAHLAM WETY -#LU$ ANNEALS LAMINAiID,SAim ON TEST WONT ib.: AIL (4000-02 2.726- SIU. HEIGHT, WATER RESSTAHOE TEST: 12.00 PSF 124E0 ON TEST REPORT TL 2770 • (ELCO t /4• OR 5/16 I TAPOONS N ISOD /3000 PSI CONCRETE SUBSTRATE) " CONFTOURATIWI X MN PSI COs/ NOVAS BLOCK AEOUlJiEO IW WW1( REQUIRED ANCHORS (yeo REQL7LO (s /ley) ANCHORS • PRODUCT CODE 1R. SBORI (•a) FR WONT (In) P021112 (4) MAINE ( -) HI (QTY.) LOCKS WT.) NEAD/SU OTY. EACH AAY8 (arr.) NVD/SILL (OTT.) EA*H JANE . (Om.). aININ== Mil a'iEi117 LI II HIE.== 7c7MNFTGI�Qf{>•f k MUIRNIIMIIf lSa NINISsIIIINFINNIisa I Nia•fNSa= MMOM i'111•11si4• !INI ia' ia• Mil= N1Ea= 11111K1♦ MIME il>•aITDlNtl MITI= MLI• =11071110t orrairtm NIFl3Piai3NT111111111MIFIN NEDilr7lLl- ii "•t1F.an EI77l7N111U1ENf fe027111isINNIFsII 7L7I=IIMI tTX=1NefF&W=Wiliia•E>• minx =FL= QA1AII!>• N!i fMi' ©i=11 is ilia/ is =MN is i7■ f1`as i1=1 == MiliNfa f/ =131(7/11 MI/AIM ill=1fiINIEJNIII O MEM= IfYiltEMI 1111/i4EIM NEENTAa errwriat MUM= ifa• 41,-#[11 lINDINII NIELTEINI ∎=f lsaflli=MI=ii =3TI• N rostka= a11 J F: _ NI a Ns s NMI=Na N1Ea! __ =1fti?•i7s______N NTaF1NN1 IIII R TAB 1•N FAIN =s f1f1FT,N1!>• =_1417, N7 - ©IINIF>• MIRi NNTI<1• �s1 NOM, -1• =am ®If«a ====f ® ®Efas ftE`ti = PI= f>!E _ IN Fa=NE) 1■FI -N1 lF Iiv 411' WIN= NFF> •fF!7F7L•■frFIS NF) ESNs tYd f=EIC7■f1IISISi�af1 INTa<3x_ f =t3•WNCE f1fL7FTE.1 EF1. 7i7fiYT(7•=S51711=WINNRl1•NTN1Nif 4 .'— WON= -1• -. =Wl=11f1EINNIftsa• N1fEI11N INIERINI ,, —NMI=ftl1,111El■1 HALM I -=Nil=f>f >INI0=11 MNIMINII 0 M•la EMI= NNW =I f>I1101= 1111=1=1 lr•l■R NNE MS 11=1 MUM= 1•1111. S7iIlini]'i =f1QTN=is1MIFaf1f .rfl E — Ji * ii I= NaES =. II IIINIO.XANI fIIITX= MITI =ft!- NTISTIF1111 =11!!86- 41-1M stall TABLE O 11: TACKS POSITIVE (+) NECATR2 ( -) MEL L NEAP MINVa■ NNNFANN WAIN= ff4N= NMI S 4fiSTIIMlSrd=fa11 1 is AN NI NN1=a•N Ni MI= ftias — l21LNI 1171 _ _ >•IIIM 4Nf1f1E af 1 iM !>• fifa7i f>Sf3foaf■ =RUM !NT' fill, f�Yl• ∎1: 71-1 =FM= NTaF>• =MEM Mar= = FM= is tl1=11=1 fIIBf IWO." si afie�Ta lFA1i ISM= 1=1Fi=Ela =MINI MC F!ONIIf ==IN =WM MEM= fQ1E=1(18686= iafl fNi =It NM RIM t/IMI NTtsN1/1 11=1=tWNIMfTSfX=N =S=RN= MEM= Wd>•= Frf fNa� isss IINISE=tT_•a• ftiSia•ii MA= MR= fNtFl• N1D1=1 ∎fall tYd7a =MIN NNEa•afa• i>• 1ff11=1=M fIIC .)[fNNMNINM fl!>• flLF11 •!E•i7C•f N1NFaN1N�aNtNiaN1 =WM =NORM i rkifli=FINN NrS }k=f =IIININ -0 MA= INS•)1fNN1111a1111ia• =MO= INCI0T40 ia•1 NNNI• 111 N !DX= MMINI•INIIRa•NI111a• 41761 fatillNlN�a• ijTW =FIMIMAULS Wash Ei fN:TliIMEUXMII Mat= Hill ills f1?lL7L•TTfL117L= li is NE i! ∎:lit (_ WTI= N1ia• -- -- IIIMFD=1 s ii llai11!=11 rllafMILi -- INIMMINII Mit= =SF& = NIMILNENNIMILi !TI= =SAILS ftI• NMIfN limsN= C1s maxim f1iNIN IINILINI1110111=111 NM= MEM= MNINSANIII si ii ® =EMS WM= NfiEi INNIGNIIN Min 7:= NEMG7MIMFaA IEa• p WESlat MEK= =NFU= i1, 11=Fs SWIM it]!IliiiBNIMMI NI= AMIN= DC7M l,iI•I!>rNUM=f1SFd7 ®t Ta E' r= TL= MAN= =GM==Yd.=N1Sr"7i =NC MN111111I♦0=MIN ©O ONIeZZIN =VINO MA ME ii ii 4:111• =S?C>• 0IMMO tr?IJE =HI= tea• tea= MII• tiki MUM= E>• t3. dF=11= S17 C>1SNN =NNfaNiiNRI NM= NII•1=1IN MMINfa ® irZN'ftS>NNIN iN, il l=s( SOMME =S}r1111 ii NOM. IIIIMMISNIEILUE:1111111311111111•91W4MMIMMIIIIMIN1111111111111 ® ow/ow ES1A ' SW! ©r••/7 !MIN v=KIM OMAME=MI■sB1= MUM= O ® ilk fNfBINI it7fMI Ni: MIME IIIIMEM =TIP= =I9IMII aflN =NlNTf' ®iTa• Ntf a■ NN>F a' MIIMiN =Y 117•NEI EME 17111M =T;51♦NIZITEii EACH JAMB PT.) P06TRW (1') NECATIVE (-) H� N¢ MEAD SAL EACH JAHR CONRGURATI0N IOt REQUIRED NAROWARE PER OPERABLE WITT PROWCT FR. WIDTH FR. HOCH? f H�HCCes� CODE ( (In) (QTY.) TABLE IX 0; INSTALLATION FASTENER CHART /HARDWARE (XX CONFIGURATION) OLAZINO, 1 /4 "LASSLAR BAfETY -PLU$ ANNEALS LANINATED.1AUED ON TEST I►APORT No.: All. 0186.01 -02 2.728' ALL WONT. WATER RESLSTANCE TEST: 12.00 PS/ BUSED ON Int REPORT FR 2)70 (EL001 /4 - . OR 5/114 TAPCONS N 2500/3000 PST CONCRETE SUBSTBAAE) (=NG 1/4.1 TAPCON) (USING 5 /1ey TAPCON) 2.500 PSI CONCRETE/ RCOUIRW ANCHORS 250MC Jp11,1 .2�:CHO,v HOLLOW BLACK I 0 FSI CO y ..; RBI T O T H E I R C O N F I G U R A T I O N S • NO SSIUTTUS REOUREO FOR 11405E INSTAi2ATIGIS I NOTE: - SEE ANfO0740 NOTES ON SHEET B OF I1 O N ROAR Hamm • - • • •• !fir "" raus o u. • •••• •••• •• 84U. RO L ARGUS. P.E. .... 514 o aT ; Q7./ • •••• •••• /• • •• • ••• • • • ▪ • FLORIDA NO35666. CNIL • • • • • • ••• •• • •• • • • • • •• • • • •• • • • • • ••• • • • •••• • •••• • •••• ( .lz0.T. 1 L ISOMETRIC VIEW B ARGUS, PE. 64 91 E CN . - • 24 KAREN 6/3.J55S6. CML • •• • • ..••I • •• •••• 4 • • 3/4• X14 8 1/2' nT. SS. SNS. • t"' (FOUR TOTAL) •••• • • 3/2/ •• •• ' 2 • • 3/6" T /6' j • 4 1 - 2 5/6• -.4 1 5/16 • • • ••4• MOM 10D tIULUON ANCHOR CUP 'TYPE lit' &ODOM TO 1E USE/ FOP PIIDYST •11 Ix1DUA1 ) 2 9/16 f f 11xmcs 16D T/B s 1/2" MULLION ANCHOR CLIP "TYPE A3' 097018W TO k OS07 M1 IU• MA11 NOAUAT0rA1 rl INSTALLATION DETAIL I IP (INTO CQNC.) 040T4H Dx:O1W 110w1. AT TOP saw* � 3 5/16' 3 1 I /8' I . • i. v 1/411 TAPCON. 1 3/4' vim. EHBEA ORO CCIICRETE 2 1/2' MN. DGY DISTN$ E ►OUR T01?& Alum 2 x 4 x 1 r ALUI$IUM OLE µT TOP MI 9OfT0a1. IYPI 777 5/18 3 5/14' I INSTALLATION DETAIL (INTO CONC.) It1STALQ��9. 80110N WGI10r arm 1T TO STOW) IT�J at 8011051 1FWOW 8091.1. A 11P 1S•NO TB'r TAICON. 1 3 4 1411 DUEL CONCFIM AND' 1/r MN. EDGE °STANCE. (TAN TOT ) MULL 11000 RUCK •LCTA11 A71T14 M000 BUCK 540L BE ATTAOED TO SUBSTRATE AS REM DI0E0 Br ARCNTI(CT OR ENGINEER OF RECORD (IYPYCAL) OTT • 1 FM. 55. WS. (NM TOTAL) 2 x 3 5/16' x 1/6 x 5 1/2 A1110N OLP (Ar TO? AND BOTTOH. TYPICAL) 04 x 9/2' (FOUR 19►R) T� I I il��ll� � 1 -' . . v A 1 • • 1/4'0 TAPOONN, '1 3/4' MIN. EMBED. [NM CONCRETE MO 2 1/2' Mw. ( (O m 0�DIIS 1 TA A NCE ) JNSTAIA,ATION DETAIL ® (IX THRU W0008UCK) WOW WM. 818091. AT TO AMINO HULL (FOUR 10AL)FN. SS. SMS. ./16 ti iAP k . W ►ItL ED • D BLO( It6TIT_LATnN NOTE %DOD BUCK SIUlt BE ATHICMED TD $UOS1RATK AS RE00MENDED BY ARCHITECT DR ENGINEER OF R CORD TYPICAL 2 x 3 D /19'• 1 /6A 51 ALUMINUM CUP (AT TOP IW BOTTOM, T HULL 2x4.1 //86 1 A LUMINUM Mat (AT MO BOTTOM. TYP1 Ix P.T. 9 (SEE NOTE BELD11) I x P.T. MOD BUCK OCR NOTE mad) ISOMETRIC VIEW 1 5 . L 2° 07 -- 1.125- 125' q, • • sau—saf•COVo miro-mAWMIWM M Tb WWMpN11W 'yo •¢I •WM Iv .2.10'. • o • .240' .,7r f * I I Gw 3732e 1M1 11 if HEN) / S .L i /AMB POP ...I 1.375- d11 Gabs Out 'are S ' . .sm. _T I t Gw 37524 (TM -102) ITEM® M[E71NC RNL .125 -- El TW -e2 3" STR1. 11A. F••- .373' I TEM( MULUON• acY 3 e 1 3 /e' CNEiiRON L. iLJ -� .78 T ! n - •1.60 -..1 .125 • .123 —1..07 J `O . / C145EMENT 1.739' c. 37321 INTERIOR HINGE I . Gw 37522 C0.5E1IENT EXTERIOR HiNCE j .307 OW 37576 REM' 4 0 6 VENT TOP. BOTTOM AND SIDE STILES f- .4 1.000' 4 .062- RN 3 i 1 CHEVRON • +IS 1 / j, au aw I[ 1 1 1= 4 L500" Del' ' i SW 27)13 CORNER 73 6e6 • • • .. • • •••• • .666 4". T t • • r�1eS1 - MNh[d'it ' • Ro�u1 7► • • 11101 •.• P T. eke ,. e •i 17 l • P.E. I•• �� , 7Tr ATl i .r • 1757/ �• • • • • • • • • • • ij) • V ••••� j • • • • C1HL -•� .500' nC• TUBULAR GLAZING STOP MK. 1fEM 3O .3 r 11 /1e' CHEVRON • WA N 168-3 SIO/SIOd