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WS-08-1407Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ............... Inspection Date: 08/26/2008 Inspector: Grande, Claudio Owner: HOWARD, JANELL Job Address: 1421 101 Street NE $JS 2 8 2008 Work Classification: Window /Door Replacement Miami Shores Village, FL Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Permit Type: Windows /Shutters Inspection Type: Final Block: Phone Number Parcel Number 1132050240290 Lot: Phone: 786- 298 -7624 Building Department Comments REPLACE WINDOWS ON FRONT ELEVATION OF PROPERTY 7 OPENINGS IN TOTAL, IMPACT RESISTANT 8/41 /n / Y Passed CLL///" Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, August 25, 2008 Page 1 of 2 *los krol- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 1 CE VED Permit No. \ODIC 't 401 „GU . P NM Master Permit No. c.•_o -•• 1111111 1.2 Permit Type (circle): 1 adding / Roofing Owner's Name (Fee Simple Titleholder) j;q1 CS Y. 4(01.-0 Phone # Owner's Address /rya / Air / Ol StYGrT City. 44.77 1J 40l'e,5 state /o � ,'4 zip 33 /3 t Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's Address ' p)) NO ,/!1 or b 'kJ qJ CZ,ff� City CV 4-LP/. „ 14 l j S+tate FL Qualifier Name -.,) ' yi.e� ' �C k) A.l ( /�/ -e State Certificate or Registration No. Architect/Engineer's Name (if applicable) Co /h e Phone #e /V(/ Value of Work For this Permit $ (5 v / 1/.5 Type of Work: Describe Work: Addition Zip 331 ? °1 Phone # 1V6 q 84g.? `. 03 6sOOytc3 Phone # .95V- Z13-- (730 y Certificate of Competency No. Square / Linear Footage Of Work: Alteration ONew L4 Repair/Replace Lt//;') d2 -F- /a8 - j - NI1U65 ********* **** ***** *** * *** * **** ** * ** * ***F s *** ******* **** **** ** * ******** **** * ****** *** Submittal Fee $ Permit Fee $ 6 70 — CCF $ Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code E Structural Review. $ CO /CC Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ 161.Z. HORES VILLAGE W() See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address (/ City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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. S_. T 3 _ -0.5-0 —i2 Signatur Owner or Agent Signature Contractor The foregoing instrument was acknowledged before me this 7 The foregoing instrument was acknowledged before me this / 7 day of '74'47 , 20 0g, by � °f� da of -JO , 20 , by � , Y Y Y woo is erc_ ally kin _ =_. ro ng or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commis * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) who is personally known to me or who has produced FL, as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co ** * ***** * *** ** **** ** *** **** ; .. * *. * x.. , : �x �x �x ** Plans Examiner Engineer Zoning OPOMMII ;IraMIONNIIM Wan inonrm arse �..r. c+ maw m O0. awew*1 MIAMI -DADE COUNTY? FLORIDA This Instrtunent Prepared By: Name U� (CL.Q Address 1 Permit No: f40'' STATE O F _ cam_ COUNTY OF _ x- i._ _ . t• ' NOTICE OF COMMENC RECEIVED Tax F THE UNDERSIGNED hereby gives notice that improvement 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. 1. Description of property: (legal description of property, and street address if available) c.4; a m; 6 bout1 A.5 pirre. t4a.t 1.)G tot m ar.Ni gt...v2 -41•3, I. 3318�?y 2. General description of improvement: to n aow 3 #•e-P L4 .cum Q 3. Owner information a. Name and address: phQ S { .O, Wad • f 42 i kit: 101 b. Interest in property: r. OA c. Name and address of tee simple titleholder (if other than owner): u) ,C:\ 4. Contractor: a. Name and address: Sc3p42...r or- re. p (Jt crs0, -1°I' b. Phone number: 2.1t 15 a, Sow ct Y r`'T C.L3 t 100-44 "4-1 - 3'3 i$ 9 5. Surety a. Name and address: VA b. Amount of bond $ 10/tat c. Phone number: tie j /a r)j dmi6Gt orvj -i. 6. Lender a. Name and address: U /A b. Phone number: 1•) , A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: pigs. b. Phone number: IJ'A 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: P ).4 b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) PK„ 33► 3'j WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE O(= FLORIDA, t;OUN'N IDADE. 1 ; CERTIFY that this is a fr sl av of ttnature of Owner or Owner's Authorized Officer /D or er /Manager Signatory's Title /Office wledged before me this /7 day of Ttl' �901 (year) by (name of person) as (type of authority, ...e.g. officer, trustee, attorney in fact) for ..74-4.3-3W9--17(1> ! _(name of party on behalf of whom instrument was executed). EUGENE M. SIMON MY COMMISSION # DD 535070 EXPIRES: June 5, 2010 1.8003- NOTARY FL Notary Discount Assoo. Co. vZ Signature &Notary Public - State of Florida Print, Type, or Stamp Commissioned Name of Notary Public Commission Number ' Personally Known f ' Produced Identification Verification Pursuant to Section 92.525, Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true to the best of my knowledge and belief. gnature of Natural Person Signing Above •�•• •i•: ••••• Homeowner Jim & Janette Howard . Comments Property address 1421 NE 101 St, Miami Shores, F1, 33138 ... - ... -._ (� __....__... _ 6 TV a o I • ..••• ;u: • •••• • • •• •• • •••�•• • • • • • • • • • ` r , CO ® . ,I �S Rn® i/1 =ATE 4-4 �.•• i• UJ ■ tj IMMO ` 0 V. 0 % CI ai SUBJECT TO COMPL STATE AND COUNTY 0 � 0 0 •••• • • • 0n- cI 2 Calculat one f house G.80 (Zone 4) >72” from any corner 65.00 (Zone 5) <72" from any corner O r aplacern ' 91 Court, Cutler i ',e Width Height {Calculated DP PGT ti. on -,IIm nes 710, NOA#06.0405.0G: 43' 35' +1- 75 Se� O, NOA #08 -01 17. i I 37' 38 3/8° � +70 -90 3 PGT -. eft es,Y40, NOA#08 -0I 17.1 1 106 3/8", 38 3/8' +70 -90 4 PGT Projected Casemen Serves 740, NOA#05 -1 129. I 0 : 37' 1 38 3/8° +70 -90 5 PGT Projected Casement genes 740, NOA#05 -1 129.1 0 1 37' 1 38 3/8° ; +70 -90 6 ! PGT Casement Series 740, NOA#08 -01 17.1 1 ? 10G 3/8' ; 38 3/8° i +70 -90 7 PGT Casement Senes 740, NOA#08 -01 17.1 I 74' 38 3/8' +70 -90 i 2 O y` i {L CO , L g 0 °—„ ^1 c%4 ® ® ® ® . °a CD m I N ENGCO, Inc. Engineering Services- CA 8118 6971W Sunrise Blvd. Suite 104 Plantation - Florida - 33313 Tel: (954) 585-0304 Pager (954) 209-8591 Fax (954) 585-0305 Email: Erigco@AOL.com • • • • • • • • • • • • • • • : • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • REFR: w 08-256 Date: 7/2f2008 • • • • • • • • porthietoro Svperiorkfflikdonoor Replacement • • • e • • • 2:03/ SIN Otl_rirt • • • -0- •— • Culler Bay,1FI Job: James Howard -• • • • • • • 4, io 101 Street • 00000 • • • • • • • Sholke_, F133138 00000000 • • • o • • • • • • • • 4-I• • • • • Wind Load Calculation for Components and Cladding under ASCE 7-02 (method 2) Florida Building Code 2004 - (2006 suppemerd) ----f 8u/ding Mean Height t 15.00 1 Feet !Cladding Elevation 15.00 i Feet .c 1 ...... - . , # 1 i Minimum Width 62.30 Feet ?Roof Slope Import. Factor ( I ) 1.00 (Section 6.5.5 - Category 1 - 0.77 Categoryll- 1.0 Category al & IV - 1.15) Basic Wind Speed 146 mph l(Section 6.5.4) Dade County Buildings with MRH<= 60' and 60'0112H<=901 (MRH=Iliteasi Roof Height) --r- Roof Slope Reduction Factor 1.00 Exposure C a Zg Egatigagif. —I I (Seclion 6.5.6) 9.5 900 Open terrain with scattered obstructions height kiss than 30ft. Open country , grasslands and all water in hurricane prone regions , Building Type Partially Enclosed -I I.. .. ,. ..,,,: ,:( Enclosed, Open, Partially Enclosed - Section 6.5.9) U section 62 definitions t r---------------------- i — i Kd - Section 6.5.4 0.85 0.85 Use of .85 with Load Combination specified in 23 and 2A KZ - Section 6.5.6 0.85 f Kh - Section 6.5.6 0.85 i ,-. 1Kzt -Section 6.5.7 1.00 To be used when hill height H >= 15' ...t i Section 6.5.10 i i Section 6.5.10 !. :Velocity Pressure (qz) 39.37 Psf qz=0.1X1256 Kz . Kzt . Kd . VA2 . I 1Velocity Pressure (qh) 39.37 Psf 01=0.00256 . Kb . Kzt. Kd V•2 . I [Tributary Area 1GCpi ( Int. Pressure ) IGCp ( Ext. Pressure ) (Section 6.5.11.2) Wind load Psf zone 4 zone 5 10 ft2 1155 -0.55 Section �.5.11.1 izone 4 (+) 1.00 t zone 4 (-) -1.10 zone 5 (+) 1.00 1zone 5 (-) -1.40 positive [negative Psf I Psf 61.0 r -65.0 61.0 1 76.8 E Zone 5 for units located less than 774from building comers J - End zoneTai— 72 INCHES Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. j E NGC 0 INC HAS NOT VISIT THE JOB SITE IININD LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED t THE PRODUCT APPROVAL DESIGNED RATING. (Sheet W1/1 ) 712/2008 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL MIAMI -DADE COUNTY • • ••• • • • • •• • • • • • • • • . •• • • • • •• • • • • • • • • • • • • • •• ••• ••• • : • • • •'• • • • • • • • • • • • • • • • • • ' ; it�I�MI -DADE COUNTY, FLORIDA • • • • • '.'MILL1tO- DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION • • • • • MIAMI, FLORIDA 33130 -1563 • • : • : : • • ' • • •' • 1305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOM. o :: :°: i• • : www•buildinecodeonline.com PGT Industries, Inc. • 1070 Technology Drive Nokomis, FL 34275 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 HR-710 Aluminum Horizontal Roller Window-LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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 E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 PGT Industries, Inc. A. • • •.. • ••.•• • • • •• •; BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ••• •: • ••• ••• :• •• ••e • • • • • • ••• • • • • • • • • • • ••• • • • • • • • ••• • ••• • : • • • •' • • MIAMI -DADE COUNTY, FLORIDA • • • ' • • • • • MB'1 O -DADE FLAGLER BUILDING • • • • • • • • • 1, •140 NIST :F]sAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 • : : ••• ••• ••• • • E305) 375-2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA)•, : : :: ww4k.maimidade.gov/buildin� code PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration 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 renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM1.DADE COUNTY APPROVED NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries • • ••s • • • • • •••• • • •• •• • •• • • • ••• • • • • • • • ••• • • • • ••• NOTICE OF ACCEPTANCE:. • • CVIDIME AB TTED ••• ••• • • • • • • • • • , • • A. DRAWINGS 1. Manufacturer's die drawings andiect•:ois: PGT Industries • • ••• • ••••• • • • • • •• •. • '• • • • • •.. • . • • • • • • • • • •.. • • • • • • ••. NOTICE OF ACCEPTANC�r:•ENIIL1El C:E�SVBNIY7['TED • . . • • • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static'Ait Ire kswa •Test, Loa4ing per FBC,TAS 202 -94 3) Water Resistance; l'asti pEr.EQ,•TA•S 202 -94 4) Large Missile Im13aCt Test per 1 C,.TP S 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 one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th=' 'es C -740 Aluminum Casement Window — L.M.I., approved • 0 / 3/06, exp'(f. _ v 5/22/08. E -2 Manuel P P.E. Product Contro iner NOA No. I ; 17.I1 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 cpJ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries. 1070 Technology Drive Nokomis, FL 34275 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 CA -740 Aluminum Projected Window -LMI APPROVAL DOCUMENT: Drawing No. 7052 -7, titled "Alum. Projected Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 2124/03, with revision "B" on dated 10/19/05, signed and sealed by Lucas A. Turner, P.E., beating the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration 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. • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • ••• • • i • • •• ••• • . • • •• •• •• • • • • • • • • • ••• • • • • • • • • •••••• • ••• ••• ••• • • • • - • • . . • GENERA NOTES:iMPA(;T:HORIZONTAL ROLLER WINDOW • 1. GLAZING OPTIONS: (SEE DETAILS • ON SHEET 2) A. 5 /16".(..ANjI• ONS SVIO QP t2) Lf1:ES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. .• • B. 516•tAMI 0i014SI$TSN¢ Cj.L1) L171 OF 1 /8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. �' C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE O:= 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WrTH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI 1G: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1 /4 1-‘.1R SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) .6s,A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSIIAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 APPMed Cede Elk c: T orfro s , Or ' 44,4 5 Rand Br Rend Br F.K. Rend Br. F.K. Drawn er F.K. ado Re be 10/17/16 5/13/06 Ravishers: B CHANGE TO ASTM E 1300 -02 Revisions: A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 8 NOTE 8. paw: 2/28106 Ched`ed BY. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 +: GENERAL NOTES new ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better SeneWebler HR710 NTS Sheet 1 a 11 awing No 4127 -10 Rev: B Robert L. Clark. P.E. PE #39712 Structural Raysd By. Revad By F.K. • • ••• •• •. • • • • • • • • • • ••• • • ••. „•;• • • • • • • • • ••• • • • • • • • • • • • • • .•• •• ••• •.• , • • • • . . • • .. • • • • • . • ••• • • • ••• . . ••. .• ... •• • • • .1 • • r. 1/2” NOM. GLASS BITE f 4 60,61,6) 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE Data: 66,67,68,69,70,71 G] EXTERIOR INTERIOR I* (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 1/2" NOM. GLASS BITE 72,73,74,75,76,77 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5116" LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS ■ .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Approved as coutplyin wttb the Revisions: Date: 10117/06 Revisions: 8 NO CHANGE THIS SHEET Rend By: F.K. Date: 5113/06 ADD AIR SPACE DIM. TO LAMI IG DETAILS Dram By: F.K. Date: 2/28/06 cheakeder. J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. BOX 1529 NOKOMIS, FL 34274 Visibly Better OasmipNac GLAZING DETAILS rme ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Serfesileladet HR710 Szakt Full Sheet 2 of 11 Orseeng 4127 -10 Robert L. Clark. P.E. PE #39712 Structural • • ••. , .• • • • • •• • •• •.. • • • • • ••. • • • • • ••• • • • • • • ••. (xox iI_40..ri,tm.ybe5iGtiri!OsuRES • WINDOW WIDTH... s4" • s. 96" '• 106 3/8" GLASS •TY'E•• • A,B'G,hl w• • TABLE 1., WINDOW HEIGHT 26" 36" 38 318" 50 5/8" 54" 60" 63" %460A --60.0 +60.0 -60.0 +60.0 -60.0 -60.0 +60.0 +60.0 -60.0 -60.0 A,B,G,H +60.0 108" A,B,G,H +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.1 -59.1 +56.0 -56.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 _ UP TO 111" C, I +60.0 -60.0 +60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -60.0 +55.5 +55.0 -59.5 +54.0 -55.5 +52.1 -52.1 -55.0 +51.7 -51.7 -54.0 +50.9 -50.9 +60.0 -60.0 UP TO 111" D,E,F,J,K,L +75.0 -75.0 (XOX 1/3,1/3,1/3) DESIGN PRESSURES GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" TABLE 2. 60" WINDOW WIDTH GLASS TYPE A,B,G,H +75.0 -75.00 +75.0 WINDOW HEIGHT +75.0 -75.00 +75.0 -75.00 26" 1 36" 1 38 3/8" 1 48" 1 50 5/8" 1 54" • f 60" 63" TO 86 7/16" A, B, C, G, H, I -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +60.0 -60.0 TO 86 7/16" D, E, F, J, K, L 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 +75.0 -75.0 (t7)S AND Igi DESIGN PRESSURES TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0; -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.0 -70.00 C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 72" A, B, G, H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 -70.10 +65.0 -65.00 C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00,.. +75.0 -75.00 +72.1 -72.10 741, A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +68.6 -68.60 +63.5 -63.50 C, I +75.0 -75.00 _ +75.0 -75.00 +75.0_ -75.00 _ +75.0 -75.00 _ +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.8 -70.80 UP TO 74" D, E, F,J, K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -118" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI- (1 /8 "A, .090,1/8 "HS) 1. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8"HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAM! - (3/16 "HS, .090, 3/16 "HS) Rated 8y: Dare: Revsd By F.K. Dotes 10/17/06 Reviskm: B REVISE OP TABLES TO ASTM E 1300 -02 Retmd 8y.. F.K. Dales 5/13/06 Revieorw A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. Drawr+8r Aare: Checked ay Able: I F.K. 2128/06 J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 itT Visibly Berter DESIGN PRESSURES rare: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Senesolecest HR710 Scala• NTS Slwat 3 ar 11 Na 4127 - -10 re13 Robert L. Clark, P.E. PE #39712 Structural • • ••. • ••.•• • • • • • • •• •• '•• • • • • • • ••. • • • • • • •••••• • ••• • • •S. • • • v•1/8s . • • • • • • •• • :MAX. DLO ..-÷-11 ; • s 403/4' MAX. DLO FIXED /ENT ••• . . 0 111" MAX WIDTH DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16" MAX. DLO FIXED i A 57 318" MAX DLO ALL FIXED LITES 33 9/16" MAX. DLO VENT 74" MAX. WIDTI I 56" MAX 63" DLO ALL MAX. VENTS HEIGHT ALL CONFIG. DETAIL A- OX OR X0 251/8" MAX. DLO VENT 251 /8" �-- MAX. DLO FIXED 86 7/16" MAX. WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS A raved as cu ' tilk.lk* coda Reese By Date: Rev&idm: Rend as F.K. bate: 10/17/06 Ravisans: 8 NO CHANGE T1-IS SHEET Reese er. F.K. 5/13/06 Revisions: A NO CHANGE THIS SHEET Draw" 8,r F.K. 2/28/06 Checked ay J.J. are. 3/23/06 I 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better Ocomeetket ELEVATIONS T. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sariseawodee HR710 Scats: NTS 4 a 11 w "wiry ra. 4127 -10 Rev: B Robert L. Clark, P E. PE #39712 Structural i • •• •• • • • • • • • • • • i.• • • • • • • • • • ••• • • • • • •• •• •••• • • • • ••• • • ••• • • • • • ••• • • • • • • •• • • • �• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • •. • • • • •• � • • • 40.11: . • : i • • ••• • ••e••• s s • •• •• •; • • • ••• ••••• • • • • • •• • •• �•• • • • • • ••• •'• • • • • ••• • • • • • • • • • • • • • • • • • • • e . • • • • • • • • • • • • • • • • •• • • • • •• • • • • •• • • • •• • • •• e• • • • • • • • ••' •• 1.37'3 • +•• •* 4..062 •• • 73 2.710 FLANGE FRAME HEAD #4102A, 6063 -T6 L. --- 1i --0s2 .490 r1--1.451.1 SASH STOP #4025, 6063-T5 .062 349 -■I SASH TOP & BOTTOM RAIL #4133, 6063 -T5 1.183 .050 1,096 L - .678 GLAZING BEAD, 5/16" #40446, 6063 -T5 (USED W/ GRILL KIT) .062 �----- -2.71 a 1 FLANGE FRAME SILL #4136, 6063 -T6 HORIZ. ROLLER TRACK #4131, 6063 -T6 - -�-� 1.081 1-'.— SASH MTG. RAIL #40060, 606311S -T6 Ft .678 1.096 I T GLAZING BEAD 7/16" #4222A, 6063-T5 0 FRAME SILL ADAPTER �� �_JJ #4137, 6063 -T6 ---1.403 -►J 17 FIXED MEETING RAIL #4054B, 6063HD-T6 2.26 .062 1.349 1- �- 1.297�y 1 SASH SIDE RAIL #4126, 6063-T5 050 "`� .678 1.115 1 ri 56 GLAZING BEAD, 7116" #985C, 6063-T5 (USED WI GRILL KIT) }-x-1.513 I� r —.040 .738 SASH STOP COVER #4053, 6063 -T5 1 1.363 [.050 .678 1.096 1 - 17 GLAZING BEAD, 5/16" #40398, 6063 -T5 FLANGE FRAME JAMB #4002A, 6063 -T6 .683 1.097 GLAZING BEAD, 13/16" #4067, 6063-T5 Apprmeu cos4411448 with1lw Reran SY: evistons• Road By. Data. F.K 10/17/06 RA,saBy: Dote: F.K. 5/13/06 ✓ taw, Rr Date: F.K. 2/28/06 a NO CHANGE THIS SHEET ReWsbas: A NO CHANGE THIS SHEET mec as Br Div: J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better r EXTRUSIONS Tilhr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sere HR710 Half Shoat 7 w 11 4127 -10 B Robert L. Clark P.E. PE 439712 Structural • • • ••• • • • ••• • • • • • •• • •• • • • • • ••• • • • • • • ••• • • • • • ••• • • ANCHOfii Cl1AM1TIE VXO (1/4.1/2 -1td WINDOWS 4,Eic,2;,12,1 GLASS F:+ ANCHOR TYPE), & SUSSTRA ZONES • . . . • • WINDOW SIB Mc & v N•• • • �•• • ••• • • • • 2,3, WOOD TABLE 4 D,E,F,J,K,L cortC 1, CONC 2,3, WOOD 2, CONC 1, CONC 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 ZONES • • •• LEAD y &S ILL • • At- - -• 1 +C2 +1 +C2 +1 2 ZONES rn HEAD & SILL Q ZONES ZONES HEAD & SILL g HEAD & SILL c$ 1 +C2 +1 +C2 +1 2 1+C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 ZONES HEAD & SILL co 1 +C2 +1 +C2 +1 2 1 +C2+ 1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +G2 +1 +C2 +1 3. 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 60.001 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+ 1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+C2+1+C2+ 1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +2+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +11 2 1 +C2 +1 +C2 +1 1 +C2 +2+C2 +1 3 1 +02 +1 +02 +1 3 1 +03 +2 +C3 +1 3 2 1 +02 +2 +02 +1 2 1+C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+2 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2+ 1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +62 +2 +C2 +1 1 +C2 +2 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +62 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3+1 3 1 +C2+2 +C 2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2+C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C +2 +C3 +1 1 +02 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C3 +2 +C3 +1 3 2 1 +C2 +2 +C2 +1 2 1 +02 +2 +02 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02+2 +62 +1 3 1 +C2+2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +c2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02+2+02 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3 +1 3 1 +C2 +2 +02 +1 1 +03+2 +C3+1 3 1 +C2+2 +C2 +1 3 106.375 x 38.375 48.000 50.625 54.000 60.000 63.000 111.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 1 +C3 +3 +G3+1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 1 +C3 +3 +c3+1 1 +C3+3 +C3 +1 1 +C3 +3 +C3 +1 2 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 2 1 +C2 +3 +C2 +1 2 1 +C3 +2 +C3 +1 .1 +C2 +3 +G2 +1 3 1 +C2 +2 +02 +1 2' 1 +C2 +3 +C2 +1 3 1 +C3 +2 +C3 +1 3 2 1 +C2 +3+C2 +1 2 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3+02 +1 3 1+C3+4+C3+ 1 3 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +03+3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +03 +4 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3+C3+1 .3 1 +C3+3 +C3 +1 3 1+02+3+02+1 3 1 +04+4 +04 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1 +01+4+04 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +04 +1 3 1 +C3 +3 +C3 +1 3 1 +04 +4 +C4 +1 3 2 1 +C2 +2 +C2 +1 1 +C2 +3 +C2 +1 2 1 +02 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +4 +62 +1 2 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +03 +3 +03 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +03 +1 3 3 1+C2+2+C2+ 1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +02 +1 3 1 +C3 +4 +03+1 3 3 1 +C2 +2+C2 +1 3 1 +C3 +3 +C3 +1 3 1 +03 +3+03 +1 3 1 +02 +3 +02 +1 3 1 +04 +4 +04 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3 +02 +1 3 1 +C4 +4 +C4 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +04 +3 +04 +1 3 1 +03 +3 +03 +1 3 1 +65+4 +65 +1 3 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090,118" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAM1- (3/16" A,.090, 3/16° A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 318" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8' OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16° LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG -1/8" OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16" LAMI L. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (1/8" A,.090, 1/8" A) - (1/8' A,.090, 118" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) (3116" A ,.090, 3/16" HS) - (3/16" HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A, DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X 0 X 11 +C3 +4 +C3 +1 i 3 1-0---ANCHOR QUANTITY PER JAMB 9" REF. ., O X HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.G. ANCHOR SPACING) I • 25 3/4" max. -1"-11--••-3" MIN. MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) L_ 9" REF. r 25 3/4" MAX. --0-1F-0-1 1/2" TYP. -111-.1-3" MIN. t t i t it it i O X_ MTG. RAIL, TYP.--� sa EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS Approved us cum'idying wits► tin Diris Rend By: Revisions: R.v$dB F.K. auto 10/17/06 Ravish°°: B REVISE ANCHORAGE FORMAT. HEAD & SILL CLUSTERS Rated ay: F.K. 5/13/06 Revisions: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Mown Br F.K. 2/28106 checud to: J.J. 3/23/06 ! 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PGA Visibly Better e ANCHORAGE SPACING, XOX (1/4 -1/2 -114 rear ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Seriesedsdek HR710 Seeds. sheet NTS 8 a 11 ixaweyaa 4127 -10 Rev. 8 • • ••• •• •• • • • • • • • • • • . • • ••• • 0 •. • . • • • ••• .. . • • • • • • • • • • • • • • • • ANCHOR gUMTLTIE s )a3( (1/3413 -1134 WINDOWS GLASS Y'PE2 • .d,GO,• 9 2!CONE ANCHOR TYPE & SUBSTRATE • WINDOW S177E W v n•• 2,3, VYOOO ZONES 1 ZONES 48.000x 38.375 48.000 50.625 54.000 60.000 63.000 TABLE 5 C,D,E,F,I,J,K, L 1, CONC ZONES ••. ��� ••• •• At340 $IL:.•; HEAD•8•SILL • • • • . 9c • 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2+ 1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3F1 +C2 +1 +C2 +1 1 +C24,1 +C2 +1 311 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 211 +C2 +1+C2+1 1 +C2 +1 +C2 +1 3J1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 3 1+C2+1+C2+1 1 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 311 +C2 +1+C2+1 1 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 211 +C2 +1 +C2 +1 60.000x 38.375 48.000 1 +C2 +1 +C2 +1 3 50.625 54.000 60.000 1 +C2 +1 +C2 +1 3 63.000 1 +C2 +1 +C2 +1 3 66.000x38.37 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 5 48.000 50.625 54.000 60.000 63.000 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 311 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 311+C2 +1 +C2 +1 1 +C2 +1+C2+ 1 311 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 3 1 +C2 +1+C2 +1 1+C2 +1 +C2 +1 311 +C2 +1 +C2 +1 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 211 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 211 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 311 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3J1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 311 +C2 +1 +C2 +1 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1+02+1 +C2 +1 1 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 ±1 +C2 +1 311 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 1 +C3 +1+C3 +1 311 +C2 +1 +C2 +1 2,3, WOOD 2, CONC ZONES co QHEAD & SILL rn m HEAD & SILL 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1+C2t1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +C3+1 2 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 2 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1, CONC ZONES ZONES HEAD & SILL m 2 HEAD & SILL 2 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 12 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +11 3 1 +C2 +1 +C2 +1i3 3 1 +C2 +i +C2 +1 3 1 +C2 +1 +C2+1 13 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +113 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +113 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +112 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +113 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 3 1 +C2 +i +C2 +1 3 1+C2 +1+C2 +11 3 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 13 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 13 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1i2 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2+1 13 3 1 +C2 +1 +C2 +11 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 2 1 +C3 +1 +C3+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1, 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 2 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1+C2+1+C2+1 3 1 +C3 +1 +C3 +1 3 3 1 +C2 +1 +C2 +1 3 2 1 +02 +1 +C2 +1 2 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +113 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 13 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 13 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +113 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 13 2 1+02+1 +C2 +1 2 1 +C2 +1 +C2 +1 12 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +113 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 13 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +11 3 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +11 3 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+113 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +112 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1I3 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +113 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 13 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 13 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 13 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 12 3 1 +C3 +1 +C3 +113 3 1 +C2 +1+C2 +1 3 1 +C3+1 +C3 +1 13 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 3 1 +C3 +1 +C3 +1 1 +C3+1 +C3 +1 13 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 13 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1I4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090. 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 0.7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAM) - (3116" HS,.090, 3116" HS) G. 13/16" LAMI IG -1/8° OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI 10 -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI L. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (1/8" A,.090. 1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1l8" HS) (3/16' A,090, 3/16" A) - (3116" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 314" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: o x 11 +C3 +1 +C3 +11 3 (- ANCHOR QUANTITY PER JAMB I HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 25 3/4" MAX. -"-( [--3" MIN _L-4 1 1 1 t lbl t 9" REF. X X O MTG, RAIL, TYP.- -� EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. 25 3/4" MAX. -�- -+-1 1/2" TYP. I-•-3" MIN. X MTG. RAIL, TYP.-J EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS Rand By: Date: Rertsbes: Raadny: F.K. Dam. 10/17/06 Revisions: 8 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Revel-DX F.K. 5/13/06 ReNebns: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Drawn Sy F.K. 2/28/06 Checked 8y. J.J. Dare: r 3/23106 j 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80x 1529 NOKOMIS, Ft. 34274 Desenediore TANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT IF31°1 Visibly Better $40MUOCt SCOW S"eb. pawky le". Rey. HR710 NTS 9 er 11 4127 -10 B l� Robert L. Clark. P.E. PE #39712 Structural 12+03 +21 3 1 • • •.. • • • • •• •• '•• • • • • • • • • • • ••. • • • • ANCH 3F; QU• ANTLTIeb'tXO & QX.WINDOWS H GLAAxS•TYPE ANCHOR TYPE > & SUBSTRATE " • ••• W I NDOW,3I?€ W v H TABLE 4 C,D,E,F,I,J,K, L 2,3, WOOD 2, C6NC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES • J w • a4 N m 2 _1 Zces in 2 -3 • J w m =oil 0 c = ed m m d J w� = 06 m 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 2 1 +C2 +1 1 +C2 +1 2 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 2 1 +C2 +1 3 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2+1 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +03 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +'1 2 1 +C2 +1 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C2 +1 1 +02 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +63 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C2 +1 2 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 2 1 +C2 +1 2 t +C2 +1 2 1 +C2 +1 3 1 +C2 +1 2 1 +C3 +1 3 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 1 +02 +1 3 1 +C2 +1 1 +C3 +1 1 +C3 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03 +1 3 , 1 +03 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 2 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +63 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +62 +1 2 1 +C2 +1 2 1 +C3 +1 3 2 +02 +2 2 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 1 +C2 +1 3 2 +C3 +2 3 3 2 +C3 +2 3 1 +02 +1 1 +C3 +1 3 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +03 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 3 1 +03 +1 3 2 +C4 +2 3 1 +C3 +1 3 1+03 +1 3 2+04+2 3 66.000 x 38.375 48.000 50.625 54.000 60.000 83.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 2 +C2 +2 2 1 +02 +1 2 +C2 +2 2 2 +02 +2 3 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +02 +2 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +02 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +C2 +1 3 2 +03 +2 3 2 +C3 +2 3 1+C2+1 2 +C3 +2 3 2 +C3 +2 3 1 +03 +1 3 2 +C4 +2 3 2 +03 +2 3 1 +C3 +1 3 2+04+2 3 1 +C3 +1 3 2 +C2 +2 2 1 +C3 +1 2 +C2 +2 3 2 2 +C4 +2 2 +C2 +2 3 2 +03 +2 3 2 2 +62 +2 2 1 +C3 +1 3 2 +02+2 2 2 +04 +2 3 2 +62 +2 2 2 +C3 +2 3 2 +C2 +2 2 +C3 +2 3 2 +63+2 2 +C2 +2 3 2 +C3+2 3 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +C3+2 3 2 +C3 +2 3 2 +03 +2 3 2 +C3 +2 2 +C3 +2 3 2 +03 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 1 +03 +1 1 +C3+ 1 3 3 2 +C4 +2 2 +C4 +2 3 3 2 +C3 +2 2 +64 +2 3 2 +C3 +2 3 2 +03 +2 3 2 +C4 +2 3 2 +C4 +2 3 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5I16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090,1/8" HS) C. 5/16" LAMI - (118" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3116" HS) F. 7/16" LAMI - (3/16" HS,.090, 3116" HS) G. 13/16" LAMI 1G - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAMI J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3116° OR 1 /4" SPACE, 7/16" LAMI - K. 13116" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16° LAM! L. 13/16" LAMI 1G -118" OR 3/16" A, 3116" OR 1I4" SPACE, 7!16" LAM! (1/8" A,.090, 1/8" A) - (118" A,.090, 1/8" HS) (1/8" HS,.090, 118" HS) A,.090, 3/16" A) - (3/16" A,.090, 3/16" HS) - (3116" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A, DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O L X 9" REF. MTG. RAIL e EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 18 3/4" MAX. -•-� F- -"--3" MIN. 9" REF. 18 3/4" MAX. 1 1/2" TYP. - I-•-3" MIN. MTG, RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Af cared tt.1 c:wrt Ayitt$ wItb $ M Florida NOM f1rg dill`-' AIIPA I Rend 8y.' Revisirnre• Revd By F.K. Dec 10/17/06 Revlstans: 8 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Rwsd By. Data: F.K. 503/06 Drown By: Date: F.K. 2/28106 A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. CeeckedBy. Date: J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 �T- Visibly Better ANCHORAGE SPACING, OX AND XO WINDOWS r.,rm• ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Seassafoffek HR710 NTS Snort 10 « 11 4127 -10 tso. B abed L. Clark, P.E. PE #39712 Structural • • •• •• • • • • • • • • • • ••• • • • Dre"n ••• • • ▪ • • •• •• • ▪ • • •• • • • • • ••• • • • • ••• • • • • • • ••• ••• • • NOTES: L;AFGE MtSS +liE.' / NDQWS% • 1. GLAZING dPTION3: • ' A. 5/16" LAMINATED GLASS COMPRISED OF (1) LiTE OF 1/8" ANNSACEbmA i NDr¢1) LI,TE OF 1/8" HEAT STRENGTHENED GLASS :141N4.08tYf MT 4 LA1ER OF SOLUTIA OR DUPONT PVB. B. 5 /161'CAMIPIATE'DeGC..P S QQMPRISED OF (2) LITES OF 1 /8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O CONFIGURATIONS OPTIONS 0 4 x 0 X x 1 0 x x 0 0 X x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 -4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR i-4-1 "XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR H-H- "xox" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. /14. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 30 APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. *., # -1124 PP081JC, t .M7c: Rsfiti- Actvg _ �. r.droC,^..2 is Read Br. F.K Rate: 3/25/03 ReNSbns: 8 ADD 13/16" 1.G. & MOVE GLAZING DETAILS 70 SHEET 2 Revsd Br. Rend Date. 7/10/03 RevhiMS: C NO CHANGE THIS SHEET By F.K. Dab: 6/23/05 Revisions' D ADO 76" HT., GLASS TYPES FANO G. REVISE ANCHORAGE. By Dom: Cheated Br Dete, F.K. 12/17/02 1 1070 TEO4NOLOGYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOK +OM :S. FL 34274 Visibly Better Desaedon. NOTES AND TABLE OF CONTENTS rBe: ALUMINUM CASEMENT WINDOW, IMPACT Sadosadodee CA -740 sha.r rad 1 a 13 (>77 Lucas A. Turner, P.E. PE #58201 Mechanical • • ••• . •• •• • • • • ' • • • • • • • ••• • • • • • • ••• • • • • •• •• • • • • • • • • • ••• ••• • ••• • • • • • _ a • L1 1/8" I+114EALEQ QF HEAT STRENGTHENED GLASS . • • • . . . •.•• II.' .. • • • •• ' • • • 0.65" NOM. .'f0 GLASS BITE ••• • • • • ••• • ▪ PVB INTERLAYER I---• 1/8" HEAT STRENGTHENED GLASS 5116" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 31 86 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS -- 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT f-- STRENGTHENED GLASS .65" NOM. GLASS BITE f 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAM! 0 GLAZING DETAIL :11)%itimsta Weak Hem* 8 4r .,:O r • 7, o1:3 Pell. on Raved By Date: F.K. 3/25/03 Row IBy. Oates F.K. 7/10/03 Read By, Date. F.K 6/23/05 Orawn By Date: F.K. 03/25/03 Revafeae; B REDRAW GLAZING DETAILS & ADD 13/16` K.G. Revokes: C NO CHANGE THIS SHEET Re D ADD 13/16• LAM! w. WI 7116 "LAMI & CORRECT 5116' LAM! DETAIL Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P Visibly Better GLAZING DETAILS Titter ALUMINUM CASEMENT WINDOW, IMPACT SerinlAfodek CA -745 swe. NTS 2 a 13 Dra N 7045 -8 Luce; A Turn(r. P.E. PE n5&201 Mechanical • • •• •• • • • • • • • • • • ••• • • •• •.• • . • • • • •• •• .•. • • • • • •• • . • • ••• . • * * • • • • •• • . • ••• ••• • • • • ' • ai •• • • • • • • s • • • • ••• • • • • • • • .. • " • • • •• x-1.112: • • • . • • • • • • CENTERLINE ANCHOR Pb'CrATION MM hill 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) c 13" MAX. O.C. 4" MAX. 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" 4" MAX.-- —.r 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. —DAYLIGHT -- OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4--- SEE MID -SPAN ANCHOR DETAIL TYP. (2) i 13" MAX. O.C. 4" MAX. 74" MAX. WIDTH 30" MAX. --DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX.-1 F - 30" MAX. r_ DAYLIGHT OPENING 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION I 1/ti 1/ \ \ X SEE MEETING RAI,DETAIL GYP. (2) �. X � / f / / / � X a A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX.-1 F - 30" MAX. r_ DAYLIGHT OPENING 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION I 1/ti 1/ o �. X � / f / / / � X a A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 13" MAX. O.C. I • 1 \ 1 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 37" MAX' VENT TYP. 60" MAX. FIXED L-- SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) zialierzUlds at fur* • I Za PRODUCT !amm as comp tiires*wEth ti,e f'",r`a $ 2013 By Maw 0' CST Reauay F.K. Date: 3/25/03 Rowsons: 8 CHANGE SHEET NO. REFERENCES Rerae By. F.K. Dab 7/10103 Revisions: C ADD HINGE LOCATION DETAILS Resod ay. F.K. Date. 6/23/05 Revisions: 0 CHANGE MAX. HT. TO 76" AND MAX. DLO TO 69' Ofamn By. F.K. Cate: 12/17/02 Checked By. Date.. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.Q. BOX 1529 NOKOM!S• FL 34274 vrsteBezcer r: "XX" & "XOX" ELEVATIONS Toro: ALUMINUM CASEMENT WINDOW, IMPACT Senesimoae+ CA-740 Scams NTS Soso 3 • 13 txa kg Ho 7045 -8 Rot Its= I,�vSr Lucas A. Turner, P.E. PE #58201 Mechanical • • ••• • ••••. • • • • •• •• ••• • • • ••• • • • • • • • • ••• • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • ' :D$N%TES HINGE • LOCATION AT HEAD & SILL OF "X" PANELS, • • • :•; ; •• ZYPtel.. SEE HINGE • . ::: • 'DETAIL SHT. 4 • • • • • • ••• ••• SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 37" MAX. WIDTH 30" MAX. --- DAYLIGHT -- OPENING X' 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX. 1 1 141/2" 4" MAX. —•-� MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 97" MAX. WIDTH SEE MID -SPAN ANCHOR. DETAIL SHT. 3 TYP. (4) 13" MAX. --� O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 4" MAX. 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 1 1 13" MAX. O.C. I-•-- 4 " MAX. � ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 30" MAX. 53" MAX. -- DAYLIGHT -' - DAYLIGHT OPENING OPENING . C7-7-\ NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. — o.c. 4" MAX. t 4" MAX. A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT L -- 37" MAX. VENT ---- 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) (- -- -13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) PRODUCT REVISED A.r>ai, kai PRODUCT P,E141 WEtt es catupiyir 1kt F!atith 5aitii14 Cam 1Euplothe L u1:: PNAKalf ley Revsd By F.K Dale: 3/25/03 `RevaJon= 8 CHANGE SHEET NO. REFERENCES Revse ay: FK. Date 6,23/05 Revision= C ADD HINGE DETAIL & HINGE LOCATION NOTES Raw( ar FIC ass. 7110103 Revision= O CHANGE MAX. HT. TO 76* AND MAX. DLO TO 69' Dane= Date: Checked 8y, Dare: F.K. 12/17102 F.K. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS: fL 34274 rT Visirbi il, e8erter oe+•+aie: "X", "O" "XO" & "OK' ELEVATIONS r•e: ALUMINUM CASEMENT WINDOW, IMPACT Series/Moth= CA-740 NTS sly 4 o' 13 Drawing No. 7045 -8 Ree D Lucas A Turner, P.E. PE #58201 Mechanical V i A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT L -- 37" MAX. VENT ---- 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) (- -- -13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) PRODUCT REVISED A.r>ai, kai PRODUCT P,E141 WEtt es catupiyir 1kt F!atith 5aitii14 Cam 1Euplothe L u1:: PNAKalf ley Revsd By F.K Dale: 3/25/03 `RevaJon= 8 CHANGE SHEET NO. REFERENCES Revse ay: FK. Date 6,23/05 Revision= C ADD HINGE DETAIL & HINGE LOCATION NOTES Raw( ar FIC ass. 7110103 Revision= O CHANGE MAX. HT. TO 76* AND MAX. DLO TO 69' Dane= Date: Checked 8y, Dare: F.K. 12/17102 F.K. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS: fL 34274 rT Visirbi il, e8erter oe+•+aie: "X", "O" "XO" & "OK' ELEVATIONS r•e: ALUMINUM CASEMENT WINDOW, IMPACT Series/Moth= CA-740 NTS sly 4 o' 13 Drawing No. 7045 -8 Ree D Lucas A Turner, P.E. PE #58201 Mechanical • • ••• . •• •• • • • • • • ••• • • • • • •• • • • • • ••• • • • • • • • ••• • • • • • ••• s ••• • • . ••• • COMPARAZI\Er NALYS S V;BtE; • GLAZING bPTIONS: •-A. 57'i6" GAMI (1 /8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X" WIDTH 19 1/8 24 26 1/2 30 32 34 "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 • •. „Aga: A -90.0 B,E -90.0 A -90.0 B,E -90.0 A -90.0 •• FFbS 70.0 70.0 70.0 70.0 70.0 ' . 4 •; • 3 •• • �4 ;O :NEG -90.0 70.0 -90.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 6 POS 70.0 70.0 70.0 70.0 70.0 38 NEG -90.0 -90.0 -90.0 -90.0 -90.0 3/8 POS 70.0 70.0 70.0 70.0 70.0 HEIGHT 43 NEC POS -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 4 NEC -90.0 -90.0 -90.0 -90.0 -83.6 8 POS 70.0 70.0 70.0 70.0 70.0 50 NEG -90.0 -90.0 5/8 POS 70.0 -90.0 -90.0 -79.9 70.0, 70.0 70.0 70.0 NEG -90.0 -90.0 -90.0 -90.0 -75.4 54 5 POS NEG 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -72.4 7 POS 70.0 70.0 70.0 70.0 70.0 6 NEG -90.0 -90.0 -89.6 -90.0 0 -69.9 POS 70.0 70.0 70.0 70.0 69.9 6 NEG -90.0 -90.0 -86.3 -90.0 -67.8 3 POS 70.0 70.0 70.0 70.0 67.8 6 NEG -90.0 -90.0 -84.2 -90.0 -66.2 6 POS 70.0 70.0 70.0 70.0 66.2 _ 6 NEG -90.0 -90.0 -83.2 -90.0 -65.0 9 POS 70.0 70.0 70.0 70.0 65.0 B,E A -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0„ 70.0 -90.0 70.0 -90.0 70.0 -90.0 -68.4 68.4 -63.9 63.9 -60.0 70.0 -90.0 60.0 -58.5 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 72 NEG POS -90.0 70.0 -90.0 70.0 -81.7 70.0 -90.0 70.0 -63.7 63.7 -90.0 70.0 -48.3 48.3 B,E -90.0 A -90.0 B,E -90.0 A -75.0 70.0 70.0 70.0 70.0 -90.0 -90.0. -90.0 -75.0 70.0 -90.0 70.0 -86.3 70.0 -90.0 70.0 -75.0 70.0 70.0 70.0 70.0 -90.0 -81.0 -90.0 -75.0 70.0 70.0 70.0 70.0 -90.0 -71.1 -90.0 -65.5 70.0 70.0 70.0 65.5 -90.0 -61.8 -90.0 -57.5 70.0 61.8 70.0 57.5 -90.0 70.0 -58.9 58.9 -90.0 70.0 -54.9 54.9 -90.0 -56.1 -90.0 -51.8 70.0 -90.0 56.1 -53.8 70.0 -90.0 51.8 -48.6 70.0 53.8 70.0 48.6 -90.0 -50.4 -90.0 -45.2 70.0 50.4 70.0 45.2 -90.0 -47.7 -90.0 -42.4 70.0 47.7 70.0 42.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 -45.6 45.6 -43.9 43.9 -42.2 42.2 -90.0 70.0 -87.8 70.0 -84.4 70.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 70.0 -75.0 70.0 -75.0 -54.3 54.3 -51.1 51.1 -47.9 70.0 -75.0 47.9 -44.8 70.0 -75.0 70.0 -75.0 70.0 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 37 -75.0 70.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 70.0 -75.0 -67.9 70.0 67.9 -75.0 -59.0 70.0 59.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,,090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "Xr' SIZES UP TO 32" WIDE x 72" HIGH 70.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16"A,.090,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH F-7676177 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1 /4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd 9y. F.K. Rend By. F.K. Data 3/25/03 X 111t6vls ► �.- ZI .. >tki .; PRODUCT RENEWED as coenpl)i »g with Die Florid% Raiding COQ AccepLimr. Fdn •; & 1 rim Das :Pvral Minus ' . o Pr9tiac1 Contra ,a Divis 13 Revisions: B ADO GLASS TYPE E TO TABLES 1 & 4 7/10/03 Revisions. C NO CHANGE THIS SHEET RevsdDy. F.K new 6/23/05 RerbhrV: O REVISE ANCHORS & ADD 76" HEIGHT OPTION Drawn By Date: Checked By Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- X CONFIG. WINDOWS rm• ALUMINUM CASEMENT WINDOW, IMPACT Swiredloeer CA -740 sine: NTS 5 o( 13 Deoreng No 7045 -8 Roc D Lucas A. Turner, P.E. PE #58201 Mechanical • • ••• • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • ••• • • •- • • • • • • • • • • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • •• ••• • ••• • • • • •• • • • • • ••• •• • • •• • • ••• COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 A , -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 - 49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 X X TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5 /16" LAMI -W/ 118 "1S,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAM! (3/16 "A,.090,3I16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x76 "HIGH 1 -55.01 55.0 NOTES: Qa 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revad By Del*. Redsbns: roma REVISRD es soispitiorollh the Pont% M-I PRODUCT RENEWED as c©loidylag with be Mak %Min im Acseptur? N E Product Etsdo • mad By. Reviabns: Raved D% Gate: F.K. 6/23105 Drawn ay :Date: F.K. 12/17/02 Ra D Clocker! By REVISE ANCHORS & ADD TABLES 76- HEIGHT OPT70N 0et* 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Dasalptort PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better ss,onst CA -740 w: shear NTS 6 " 13 0 -0011*. 7045 -8 1' ;/-7- Lucas A. Turner, P.E. PE #58201 Mechanical • •• • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• COMPARATIVE ANAL, S TABLE 6. • • : • • • • • • "0" & "1/4 -1/2 -114 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4608 GL.AJI� to QPTIONS; ; Ai5/36" 1.1141:(1/$"/4,.090,1 /8 "HS) B. 5/16" LAMI (1 /8"HS,.090,1/8"HS) C. 7/16" LAMI (3/16"A..090,3/16"HS) • • E.013/16" LAMI (1I&8"HS.3/8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090,1/8 "HS) F.13/16" LAMI (1 /8 "A,AIR $PACE,7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) WIDTHS "0" "XOX" HEIGHT •26• • • 31.0 36 72 NLaG I::Q -754 -'f0.4 B,E -35'.0 70.8 {1E¢ • J5il roP 36 �IEG 383/8 43 - 48 50 5/8 54 57 60 63 67 72 76 .FTC5S -75.0 _d,0 •0!0 :75.0 Ak0 NEG POS NEG -70.4 70.0 -60.4 POS NEG 60.4 -54.3 POS 54.3 NEG POS NEG POS NEG POS -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 39.7 • 26.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 37 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 70.0 -90.0 70.0 -67.9 67.9 -90.0 -59.0 70.0 -90.0 59.0 -52.8 70.0 -90.0 52.8 -49.9 70.0 49.9 -90.0 70.0 -90.0 70.0 -41.1 70.0 -90.0 70.0 NEGLPOS -55.01 55.0 NEG., POS B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 391/2 79 A -75.0 70.0 -75.0 70.0 70.0 -90.0 -67.8 70.0 67.8 -90.0, -62.1 70.0 -90.0 62.1 -55.7 70.0 -90.0 55,7 -49.8 70.0 49.8 -90.0 -46.9 70.0 -90.0 70.0 46.9 -43.6 43.6 -41.1 -90.0 70.0 -90.0 70.0 41.1 -38.6 36.5 B,E , C,F -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 42 84 A -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -62.4 62.4 -58.4 58.4 -63.3 63.3 -56.4 70.0 56.4 -90.0 -53.4 70.0 53.4' -90.0 70.0 -87.4 -46.9 46.9 -44.3 44.3 -41.9 70.0 41.9 B,E -75.0 70.0 45 90 C,F A -90.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 70.0 54.6 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 -59.3 59.3 -53.6 53.6 -50.9 70.0 50.9 70.0 70.0 -75.6 70.0 -55.01 55.0 -55.0) 55.0 44.7 -42.1 39.7 48 96 B,E C,F A B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -75.0 70.0 -65.0 65.0 -54.3 70.0 54.3 -90.0 70.0 -51.1 51.1 -90.0 -55.1' 70.0 -90.0 70.0 -88.2 70.0 -76.9 -72.4 69.2 -55.01 55.0 55.1 -51.4 51.4 -48.6 48.6 -42.5 42.5 -40.4 40.4 -38.4 38.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F 5012 101 A -90.0, 70.0 -75.0 70.0 -90.0 70.0 -90.0 -60.8 60.8 -51,3 70.0 51.3 -90.0 70.0 -90.0 -48.3 48.3 -52.7 70.0 -75.0 70.0 r--86.0 52.7 p' -48.7 70.0 -75.0 70.0 -80.9 B,E , C,F -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 48.7 70.0 -46.9 70.0 70.0 '46.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.7 70.0 -67.3 -41.3 41.3 -39.2 392 -37.1 64.1 -55.01 55.0 -55.0] 55.0 37.1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -90.0 70.0 -90.0 70.0 531 /8 106 3/8 A -75.0 70.0 -58.7 58.7 -90.0, -48.7 70.0 -90.0 70.0 -90.0 48.7 -45.4 45.4 -50.0 70.0 -812 50.0 -46.1 70.0 -75.7 70.0 -70.3 70.0 46.1 -44.2 44.2 -422 42.2 -66.8, -40.1 66.8 40.1 -63.5 -38.0 63.5 -60.5 38.0 -36.2 -55.01 55.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 54 108 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 -75.0 70.0 -58.2 58.2 -47.9 47.9 -44.5 44.5 -49.1 70.0 -76:4 70.0 -71.1 70.0 -66.5 66.5 -63.0 63.0 -60.0 60.0 -57.3 57.3 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35:9 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 551/2 111 A -75.0 70.0 -57.1 57.1 -48.4 46.4 -43.3 43.3 -47.5 70.0 -75.0 47.5 -.419 70.0 -70.1 432 -42.2 70.0 -65.4 65.4 -61.8 61.8 -39.1 39.1 -37.2 59.1 -56.4 56.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -74.3 70.0 -70.8 70,0 -52.81 52.8 57 114 5812 117 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -75.0 70.0 -56.2 56.2 -44.8 44.8 -42.1 70.0 42.1 -84.3 -46.2 70.0 -72.5 46.2 - 42.5 70.0 -68.4 68.4 42.5 -41.2 41.2 -63.6 63.6 60.1 -57.5 -38.5 38.5 -36.7 57.5 -54.8, 54.8 -51.11 51.1 43.61 43.6 34.8 B,E C,F_ A -75.0 70.0 -90.0 70.0 -74.2 70.0 -75.0 _ -90.0 -55.0 70.0 70.0 55.0 -75.0 - -90.0 -43.4 70.0 70.0 43.4 -75.0 -90.0 -40.9 70.0 70.0 40.9 -75.0 -81.8 -44.8 70.0 -75.0 70.0 - -70.7 44.8 -41.3 70.0 70.0 41.3 -75.0 70.0 -66.7 40.2 -75.0 70.0 -75.0 -37.6 58.7 -73.3 -55.9 70.0 -69.6 69.6 53.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 60 120 C,F A B,E -90.0 70.0 -72.9 70.0 -75.0 70.0 -90.0 -53.4 -75.0 70.0 53.4 70.0 -90.0 70.0 -42.2 42.2 -75.0 70.0 -90.0 -39.7 -75.0 70.0 39.7 70.0 -79.4 -43.5 -75.0 70.0 -75.0 70.0 -69.0 43.6 40.4 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -68.4 68.4 69.0 40.4 70.0 -64.9 -39.2 -75.0 64.9 392 70.0 -37.6 37.6 -75.0 70.0 -57.3 -73.3 57.3 36.7 70.0 -54.5 35.5 -33.7 51.6 33.7 67.4 -47.81 47.8 C,F -90.0 70.0 -90.0 70.0 -90.0, 70.0 - 90.0170.0 -77.1 70.0 -67.3 67.3 -63.3 -55.9 55.9 53.0 -50.0 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 -42.8) 42.8 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREVVS, DES1GN PRESSURE IS LIMITED TO 69.6 P.S.F. 4 1 2 0 1 4 PkialltiCr RAMMED Deo Refit Daft ado ExisiooNse PRODUCT RENEWED Raiding Code Mimosa= No Dde Anon Divis Revel ay: F.K. Dare: 3V25/03 Ravi s 8 ADD GLASS TYPE E TO TABLE 6 Resod By F.K Date 7/10103 Revisions: C NO CHANGE TH!S SHEET Ra ay. F.K. 0* 6/23105 Revisions: D CHANGE ANCHORS AND ADD 76' HT. OPTION Dram ar Data Checked aye Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 p4 G „ P.R E S S U R E S - 0 & 1/4-1/2-114 XOX CONF1G. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Vail, Seers T, ...„,. No. R., Visibly Better PE #58201 Mechanical • • ••• •• •• • • • • • • • • • • • • • • ••• • ••• • • • ••• • • •• •• • • • • • • • • • • • • • ••• • • ••• • • • • • ••• • • • • • • • • • • •'• • • • • • • • • • • • • • • • • • • • • �• • • • • • • •• • • • •• COMPARATIVE ANAINS1 'TAAL€ : • • "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 1 •• ; • • • • ••• ••; GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC ' POS 37 55 1/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49 1/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 - 70.0 -70,4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A , -75.0 70.0 -75.0 70.0 _ -73.7 70.0 _ -67.9 67.9 _ -59.0 59.0 _ -52.8 52.8 -49.9 49.9 _ -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 'TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) E. 13/16" LAMI (118 "HS,318" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01- 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3116 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 90.01 70.0 1 1 1 3 3 3 X 0 X X O 0 X Milers as maxviliess TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAM( (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1 /3-113 -113 XOX" SIZES UP TO 111" WIDE x 76" HIGH -55.0 55.0 NOTES: Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRO[DI.)CP RENEWED ns enanvaytsgwith the Finrhte 9ttkiiag C� A iM N� 1 13 Revsd By F.K. RevsdBy. F.K. Dal* 3/25 /03 Data 7/10/03 Revisions. B Renslons: C ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Rend ay. FK. nor 6/23/05 Rsosio"s: D CHANGE ANCHORS AND ADO 76" HEIGHT OPTION Dre•e, By Date: (checked 8y. Dab: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Herres Dese mBwe PRESSURES- XO, OX, & 1/3 -1/3- 113 XOX WINDOWS TN, ALUMINUM CASEMENT WINDOW, IMPACT SeaseNesaek CA -740 Seale NTS Sher& 8 or 13 Drawing No. 7045 -8 Rev D f%2.( yr' Lucas A. Turner, P.E. PE #58201 Mechanical • • •• - •• •• • • • • • • • • • . • • • • • •• - • ••• • • • ••. • • •• .. • • • • • • . • ••. • • • • • • • • • • • • ••• ••• • • COMPARATIVE ANAV.IIS.7'ABL'E 11! • • '•' GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8 "HS, • • = . 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,. • • •. " & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, "XO" or "Ox .090,1 /8 "HS) 090,1/811S) FTL -3729, FTL -4607, FTL -4608 C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F. 13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -WI 3/16 "A,.090,3 /16 "HS) HEIGHT • • '26• •• •36 • 383/8 • N6'' 4)4 I1tF4 PQS NEG POS 43 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS 48 50 5/8 54 57 60 63 67 69.264 19.125 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.J 55.0 -56.5' 56.5 -50.4 50.4 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 -62.1 62.1 -55.2 55.2 A -75.0 B,E -75.0 C.F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 70.0 -69.1 69.1 -63.4 63.4 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -60.5 60.5 -57.2 57.2 -47.5 47.5 -44.1 44.1 , -41.6 41.6 -39.2 39.2 -36.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 -52.6 52.8 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 36.9 70.0 70.0 41,1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 1-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 r -75.0 70.0 -75.0 -90.0 70.0 -87.0 70.0 ' -81.9 70.0 -77.2 70.0 ' -73.1 70.0 72 76 NEGIPOS NEGjPOS -55.01 55.0 - 55.0155.0 -55.01 55.0 -55.0 L55.0 70.0 B,E -75.0 C,F -90.0 A ' -75.0 B,E -75.01 CIF ' -90.0 A -75.0 B,E -75.0 C,F -90.0 A , -75.0 B,E -75.0 C,F -90.0 126.000 34.791 58.378 60 C,F -90.0 A -74.4 B,E -75.0 C,F -90.0 A -74.3 B,E -75.0 70.0 -53.5 53.5 -50.4 50.4 70.0 -75.0 70.0 -75.0 70.0 0. 70.0 -90.0 70.0 -90.0 70.0 - 54.5 54.5 -50.7 50.7 -75.0 70.0 -75.0 70.0 -48.2 48.2%44.9 44.9 -42.0 42.0' -40.1 40.1 -38.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 38.0 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 70.0 -49.9 49.9 -46.8 46.8 70.01 -75.0 70.0 } -75.0 70.0 70.0' -90.0 70.0 -90.0 70.0 -90.0 70.0 - 84.7 70.0 -51.3 51.3 -47.4 47.4 -75.OT 70.0 -75.0 70.0 -90.0' 70.0 -78.6 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 66.3 -63.1 -45.5 45.5 -42.7, 42.7 -40.7 40.7 -38.6 38.6 ' -36.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 a -75.0 70.0 -73.2 -73.2 70.0 + -68.3 68.3 -64.8 64.8 -61.4 61.4 a -58.8 63.1 -55.01 55.0 -55.01 55.0 -52.21 52.2 36.6 70.0 58.8 70.0 -47.3 47.3 - 44.0 44.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -46.8 46.8 -43.6 43.6 70.0 -75.0 70.0 '45.0 70.0 70.0 -90.0 70.0, -90.0 70.0 70.0 -45.5 45.5 -42.6 42.6 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.01 -43.6 43.6 r -41.2 41.2 -48.4-48.4 -44.71 44.7 -75.0 70.0 -75.0 70.0 -85.8 70.0 -74.0, 70.0 -47.9 47.9 - 44.3 44.3 -42.8 42.8 -41.4, 41.4 -39.5 39.51 -37.5 37.5 -35.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 -69.4 69.4 - 64.7 64.7 -61.0 61.0 -58.4 58.4 -55.7 -42.4 42.4 -41.1 41.1 39.3 39.3 -37.3 37.3 -35.5 35.7 70.0 55.7 35.5 - 55.0155.0 -50.91 50.9 - 47.7147.7 -52.1 52.1 - 47.7147.7 -44.6 44.6 -75.0 70.0 -75.0 70.0 -85.0 70.0 -73.1 70.0 -46.7 46.7 -43.1 43.1 -75.0 70.0 -75.0 70.0 -82.8 70.0 -71.3 70.0 -45.1 45.1 -41.5 41.5 -75.0 70.0 r -75.0 70.0 -75.0 70.0 t -74.6 70.0' -71.0 -68.8 66.8 -64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 -41.6 41.6 -40.2 40.2 -38.7 38.7 -36.9 36.9 -35.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 -67.3 67.3 -62.5 62.5 -59.2 59.2 - 56.5 56.5 -53.8 -40.4 40.4' -38.9 38.9 -37.7 37.7 - 36.2 36.2' -34.3 70.0 55.2 35.Q 70.0 53.8 -51.51 51.5 -47.21 472 -44.01 44.0 34.3 C.F -90.0 A -72.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -43.5 43.5 -41.0 41.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 ,-90.0 70.0. 70.0 -42.2 42.2 -39.7 39.7 -75.0 70.0 -75.0 70.0 -79.9 70.0 -89.3 69.3 -45.0 45.0 -41.4 41.4 -75.0 70.0 -75.0 70.0 -79.6 70.0 -69.1 69.1 -43.5 43.5 -40.4 40.4 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -72.4 70.0 -68.6 -85.3 65.3 -60.6 60.6 -57.6 57.6_- 54.7 54.7 -51.9 -40.3 40.3 - 38.8 38.8 -37.6 37.6 36.1 36.1 -34.3 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 -65.1 65.1 -60.5 60.5 -57.4 57.4 - 54.6 54.6 -51.7 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 68.6, 51.9 34.3 68.5' 51.7 33.7 -50.11 50.1 - 45.8145.8 - 43.0143.0 -48.1148.1 -43.91 43.9 -41.9 41. -48.0148.0 - 43.8143.8 -41,8 41.8 C,F -90.0 70.0 -75.0 70.0 t -75.0 70.0 70.0 -90,0 70.0 -90.0 70.0 _ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71,0 70.0 %67.4 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 67.4, 50.0 _- 46.3] 46.3 - 42.8142.8 -40.81 40.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL 35B0i' GLAZING OPTION: D. 7116" LAM( (3/16"HS,.090,3/16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "X0- or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -90.0 70.0+ TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (118 "A, AIR SPACE, 7/16" LAMI -W/ 3/16 "HS,.090,3 /16"HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 4 -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALL NG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. x 0 x UNEQUAL LITES x 0 UNEQUAL LITES a X UNEQUAL LITES pitogWr idEVTSED r it% tiat revieb Pa o-:amZI762.k WI a ra rx7xtctc Mi;ti r,r,; 10yed 1 Con V14 bhl Rona s F.K. F.K. Revs(' sr F.K. thaw) 8y F.JC Due 3!23/03 Daro: 7/10/03 Date: 6/23/05 217/02 Funekuw B ADD GLASS TYPE E TO TABLE 11 Rewsions: C NO CHANGE THIS SHEET D CHANGE ANCHORS AND ADD 76" HEIGHT OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX rte: ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS Sheet 9 a 13 &awing NA 7045 -8 Lucas A. Turner. P.E. PE #58201 Mechanical • • •• •• • • • • • • • • • • • ••. • • • • • • • • • • • • • • • • • • ••• • • ••• • • • ••• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• ••• • • • • • • • • •••• • • •• • • • •••• • •• • • • REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 • • • •• REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A ir[ 1111��,� MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XX" FRAME 7,--REFERENCE ASSEMBLY DETAIL, SHEET 11 Q iirij f. r; MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX PRODUCT UCT REVISED till!r►wpOttg whit the Moen Wawa Casie Parritarsoe No05 -112. MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) wwyr MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X 8 Dade Pret aiir PRODUCT RENEWED es complying with the Florida %tiding Cede Acceptance No Don liken 1; r /1 j 2013 1 VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT ResdBY F.K Reload B; F.K. Date: 3125/03 Revisions: B ADD 13/16' I.G. GLAZING BEAD ITEM 07 Oh ea SHOW TOP HINGE CHG SHT. NO. REF. AND ADD ITEM 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1329 NOKOMIS. FL 34274 Visibly .better 1/s4/or Lucas A. Tumer, P.E. PE #58201 Mechanical • • ••• • • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • ••• • • • • • • • •.• • • . • ; ; 412; i R1 .TEK SMS FRAME ASSte 2BLY • ; ; • 137,1441(71).C. W/ (2) SCREWS TUBE, MATL: 6063 -T6 • 3" APART AT MID -SPAN . r:X "(FRAME JAMB ▪ • • • 197-"I �h�,leleeiYYY1111 "X" FRAME JAM$ •. • • • 1..• ••• • "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063-T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL -fliZf' 40" .095 " -. CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 1 .434" 2.854" .062" NOM. --� 1.159" I-- 2.139" SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 2.784" 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. 2.784" 2.919" FRAME HEAD, SILL, JAMB MAIL: 6063-T6 DWG# 7002A 1PRo 1 jcr wryer iihtZPIAPUE MO tie aloft PRODUCT RENEWED as coavVing Wier t§e F7ai; Acceptrzz, tier 91w -:don Rem, By F.K. Road By F.K. -kevsd By: F.K. thaw By F.K. Date: 3125/03 7/10/03 Date.' 6123/05 Des: 12/17/02 Revisiahs: B NO CHANGE THIS SHEET t%Y160n5: C NO CHANGE THIS SHEET Revisions: 0 ADD ITEM 89 Checked 8 Oete: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Desaiptan: EXTRUSIONS & ASSEMBL Y DETAILS ilfle: ALUMINUM CASEMENT WINDOW, IMPACT gegesiuceee NTS X11 a13 &owl g No. 7045 -8 Lucas A Mme ;, P.E. PE 1158201 Mechanical • • • ••• • • •• •• • • • •• •• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• ••• ••• • • • • • • *T S t Ilt.." ITEM DWG # • - : PGT. 71, :: : : DESCRIPTION 1 7002A MAXIM SINGLE LOCK 74 MAIN FRAME - MEAD, SILL & JAMBS 2 1155 75 78IPQA #8 X 1 QUAD PH SMS 3 7008 • • • • • r • 4kF$AITIE CO R KEY 4 1155 ■ 781PQA � - • • • • • • - : 1/2"):112"X1/6". CLOSED -CELL FOAM TAPE SISI:4 TOLBOTTOM & SIDE RAILS 5 7003A • 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 GLAZING BEAD (13/16" 1.G.) 67017K BULB WEATHERSTRIP .187X.240 8 7009 (2) LITES OF 1 /8 "HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 SASH CORNER KEY 9 7024 3/16A & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 MAXIM MULTI-POINT LOCK 10 7026 3116HS 8c 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 LOCK SUPPORT PLATE 1 I CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) #10-24 X .562 PH. PN. TYPE F 12 7014 MULTI-LOCK KEEPER (RH. & L.H.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 48 -32 X .375 PH. PN. TYPE 13 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA 48 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #] 0 X .500 PH. PHL. 30 5/16" LAMINATED (1 /8A & I /811S GLASS) 090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1i8HS & 1/811S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3 /16HS GLASS) 090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/1611S & 3/16138 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5 /16 ") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 8917, 995 OR EQUIV. 45 46 PARABOND 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRAJ 11) 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B 48 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712XIPPT 412 X 1" PH. PHIL TEX. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711373 SNAP -ON T I'IANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMES 81 1155 ■ 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 1.G.) 86 13/16" I.G. GLASS (1/8"11S, AIR SPACE, 5/16 "LAMI) 5/16" LAMI = (2) LITES OF 1 /8 "HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" I.G. GLASS (I /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI = 3/16A & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" I.G. GLASS (1/8"11S, AIRSPACE, 7 /16 "LAV = 1I) 7116" LAMI 3116HS 8c 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) 5116" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" .865" .050" 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 f .040" rl 1.000" .423" • 1 �---- CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 Revsd Br F.K sd ay F.K. Date: 3/25/03 Revtab"s. 8 ADD 13/16 "I.G. GLASS & GLAZING BEAD User 7/10/03 Revtaioro: G NO CHANGE THIS SHEET Revsd By. F.K Dam. 6123/05 D ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87.88 AND 89 Drew" By: Daa: C"ecked 8Y• Date: F.K 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better .993" .289" .040" --1 I --- .172" .870" .050" I-- .569" --� 13116" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" 1.124"r- a INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 1 4.112EY6SE'ID t ge l) PRODUCT RENEWED as eentplyhtg whb the Plod Balding Cede Aceegv 1�m de* cwt 2.701 .093" 0 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 12 d 13 7045 -8 1 !7 f Lucas A. Temer, P.E. PE #58201 Mechanical • • ••• • . • • • • • •• • • • •. •. • • • • • • •. • • • • • • • -• • • • • ••. • • • • • •.. • •• • • • • • . • • . • • A 2x WOOD•BUCK • (SEE NOTE 3) • • • . 1 • • • • 114" MAX. SHIM •• • •. ••• ASEE 1 tI 1 112" I - MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK • • • • • • • A 1x WOOD BUCK • • (SEE NOTE 3) 1/4" MAX. SHIM T. 2x WOOD BUCK (SEE NOTE 3) - 1/4" MAX. SHIM --1 1�- & SEE NOTE 2 77) 114" MAX. SHIM SEE NOTE 1 1 114" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 `l lt�t':1IL7 i; 171;,:•1s'i!:T 1/4" MAX. SHIM - -- &SEE NOTE 1 A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 1 A SEE NOTE 4 1 112" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK SEE NOTE 4 11/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Revad By Date: Revisions: F.K. 3125/03 8 NO CHANGE THIS SHEET Revs. By: bale: Revisions: F.K. 7/10103 C NO CHANGE THIS SHEET RetadBy. F.K. Date: 6123105 Reetalo ta: D REVISE NOTES AND REMOVE 3/16` TAPCONS & #14 SCREWS Drawn By. F.K. Date: 12/17/02 Ceeued By Date: 1070 TECHNOLOGY DRIVE NOKO.NIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better ANCHORAGE DETAILS isteeial ZINC. ' Ike AlMW pRO DUCT RENEWS» as somplytng whit the Rhttilbi. dhzg Cam. rc rr ALUMINUM CASEMENT WINDOW, IMPACT Wit: CA -740 sue. NTS Sheet 13 oI 13 Onlisting No 7045 -8 Ir-7, r 70-< -- Lucas A. Turner. P E. PE #58201 Mechanical • • ••• • • ••••• • • • • •. • • •.. • • •• • • • • • • • • ••• • • • • NOTES: LARGE RfiS15IL Ilya DO .: • • ••• •••• • • • • • 1. GLAZING OPTIONS? A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNERI.ER LA48. Al`ID`c LITE OF 1/8" HEAT STRENGTHENED GLASS 1IY/ ?AN .09a *t 1 LAtf R OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATE!) TE!) GLASSCOMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED GLASS COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED COMPONENT COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: OX & X 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. A SEE SHEETS 3 AND 11 FOR ADDITIONAL ANCHORAGE INFORMATION. JAMBS "X": MAX. 8" FROM CORNERS JAMBS "OX ": MAX. 4" FROM "0" CORNERS MAX. 13' O.C. (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY MAX. 4" & -7" ON EACH SIDE OF MEETING RAIL MAX. 8" FROM "X" CORNERS HEAD & SILL: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 11 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 6. SEE SHEETS 4 THROUGH 6 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3724, FTL -3727 & FTL -3728. CONFIGURATIONS OPTIONS O X X NQA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 DESIGN PRESSURE TABLES 4-6 SECTIONS 7-8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9 -10 PARTS LIST 10 ANCHORAGE 11 raruict MUSD °5- trZ9.la Raved ay: F.K 8/28/03 Nevisionx A REMOVE "0" OPTION PER MIAMI- -DADE mar F.K Raved ay o: 1D119A15' B REVISE DP.NOTE 3 AND ANCHORAGE NOTE 4 mmek bloat RR Data Checked ay. Dater F.K. 02124/03 1070 TECHNOLOGY CANE NOKOMIS, FL 34275 P.O.9OX 1529 NOKOMIS, FL 34274 visibly Better PaserVeate NOTES AND TABLE OF CONTENTS Tahr ALUM. PROJECTED WINDOW, IMPACT 04-740 Sceigo NTS 11 11 I 7052 -7 L B ev Lucas A. Turner, P.E. PE #88201 Mechanical 1/8" ANN EALECE CLASS . • Of.t'HEAT • STRENGTHENED • %MS. i00 :SOLUTIA OR DUPONT PVB INNER LAYER H.-- 118" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/8" AIR SPACE — 1/8" HEAT STRENGTHENED GLASS -�- .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT - STRENGTHENED GLASS .65" NOM. GLASS BITE f OUTSIDE 7/16" LAMINATED GLAZING'DETAIL m OUTSIDE 0 13/16" NOM. 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS ti Pi 13/16" I.G. GLAZING DETAIL .65" NOM. GLASS BITE MT II P as spoptrilli Mk Rift �4s Rated lax poke F.K. 8/26/03 Rowd 04118: FJG 10/19/05 Rendtiy. unto: A ADD OUTSIDE' NOTATION r B NO CHANGE THIS SHEET tbiwoonw &MI Or t F.IG 02/24103 Chocked By: 1070 TECHNOLOGY DRUB NOKOMIS FL 34275 P.O. BOX 1329 NOKOMIS, FL 34274 Doseriptlaw po T GLAZING DETAILS ALUM. PROJECTED WINDOW, IMPACT Visibly Better s b NTS 2 d 11 7052 -7 Lucas A. Turner, P.E. PE #58201 Mechanical • • ••• • • •• •• • •• •• .•. • • • • ■ • • • • • • • • •.• ■ • • • • • • • • ••• • ■ • • ••• • ••• .. . • • • • • • • • • • • • 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (4) ••• • • • • • • • • • • • . • • • • • • • • • • • • • • • • • s • • • • •• ••• •. • • • • • 60" MAX. WIDTH 53" MAX. --- ----T- DAYLIGHT OPENING Ow- • 13" MAX, --- O.C. l_ 1 SEE MEETING RAIL DETAIL 8" MAX. 4" MAX. -- Rossi t .K 8128/03 Read Date: F.K 10/19/75 Rood ay: D 38 3/8 MAX. X VENT 1 13" MAX. O.C. 1 52" MAX. DAYLIGHT OPENING 97 3/8" MAX. HEIGHT 31 3/8" MAX. DAYLIGHT OPENING ELEVATION "A" - "OX" (SEE SHEETS 5 & 6 FOR PRESSURES) 4 � • 7 ` 1 4" MAX. tf 7" ANCHOR LOCATION TYP. 4" MAX. - MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) 8" MAX. SEE MID -SPAN ANCHOR DETAIL 1 TYP. (4) 7 8" MAX. 60" MAX. WIDTH. 53" MAX. DAYLIGHT OPENING ANCHOR LOCATION TYP. 1 1/2" CENTERLINE 1 1/2" 3" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) 1 38 3/8" MAX. 1 HEIGHT 31 3/8" MAX. DAYLIGHT OPENING 4" MAX. -►i i � 13" MAX, O.C. ELEVATION "B" - "X" (SEE SHEET 4 FOR PRESSURES) A REMOVE "O" ELEVATION AeWstorwe B NO CHANGE THIS SHEET Romforrs Drawn liy: Dew FX. 02/24/03 cedar. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 80X 1529 NOKOMIS, R.34274 > ELEVATIONS • DEW ALUM. PROJECTED WINDOWS IMPACT • Visibly Better serm.aeox CA -740 seer• NTS Sheet 3 a 11 Daaaak.pu 7052 -7 Lucas A. Turner, P.E. PE #58201 Medical • • ••• •• •• • • • • • • • • • • • • • • ••• • • • ••• • • • •• • • • • .. • • ••• • • • • • • • • • • • • ••• • ••• ••• • • • • • • • • • • • • • • • s • • • • • • COMPARATIVE Ai9ALY3f$`i'ABL'E1 '•• "X" WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTION: _ _ A. 5/16" LAMI (1/8 "A,.09Q,1 /8 "HS) FTL -3727 VENT HEIGHT •,1)0": ; .: 1 i )41 • 21 000 ' 24 000 26.000 30.000 33.000 36.000 37.000 38.375 WINDOW WIDTH 1 24.000 A 'a4 0: «7$.6 :70.i.. 7,M 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 26.500 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 ^ 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 30.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 36.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.4 37.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 .70.0' -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -71.2 67.9 -67.9 43.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 68.2 -68.2 50.4 - 60.4 59.0 -59.0 57.2 -57.2 48.060 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0. .70.0 -75,0 68.4 -68.4 59.4 -59.4 54.3 -54.3 52.8 -52.8 51.1 -51.1 53.125 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 60.6 - 60.6 54.8 -54.8 48.8 -48.8 47.2 -47.2 45.5 -45.5 57.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ^ -75.0 . 70.0 -75.0 58.5 -58.5 51.0 - 51.0 44.8 -44.8 43.5 -43.5 42.1 -42.1 60.000 A 70.0 i -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.9 56.2 -56.2 47.5 -47.5 42.2 -42.2 41.1 -41.1 39.7 -39.7 GLASS OPTION B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) FTL -3727 ALL THE ABOVE SIZE COMBINATIONS [ 70.0 1 -75.0 GLASS OPTION C. 7/16" LAMI (3/16 "A,.090,3 116 "HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 -90.0 GLASS OPTION E. 13/16" I.G. (1 /8 "HS, 3/8" SPACE, 5/16" LAMI W/ 1 /8 "HS & 1 /8" HS) FTL -3728 ALL THE ABOVE SIZE COMBINATIONS, 70.0 -75.0 NOTES: 1. FOR I NSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. x PRODUCT' INEVISID wilbito NW* Oil* Coll Mreption 1.8• Iff 0 Acted ey: awac fromonx A NO CHANGE THIS SHEET R•vsd ey: FJL Ws: 10!19/05 Roviewn• 8 REVISED ANCHORAGE AND NOTE Revad er. Meg Drawn en F.K X4/03 LYaalaedBy: oats: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM1S, FL 34274 DESIGN PRESSURES "X" WINDOWS ALUM. PROJECTED WINDOW, IMPACT Swig( CA -740 SaVa: NTS 4 of 11 Dmov 7052 -7 Lucas A. Turner. P.E. PE #58201 Mechanical • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • . - - _ • • • • • •• • • ••• ••• • • • • • • • • • • • • • • • •• • • • • • • • • • COMPARATIVE. N4LOIS T.QBLE.3. .. "OX" UNEQUAL LITE WINDOWS EST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTIONS:'. ::: : ' 511,8'" *WI (1.(8 "A,.090,118 "HS) FTL -3727 B. 5116" LAMI (1/8" HS,.090,1 /8 "HS) FTL -3727 - ••. :: • a Tr t/ II "A,.090,3 /16 "H$) FTL -3724 • E. 13/16" I.G. (1 /8 "HS, 318" SPACE, 5/16" LAMI W/ 118 "HS, 1 /8 "HS) FTL -3728 VENT HEIGHT ,43,416 UP TO 26_ .000 30.000 FIXED HEIGHT 26.000 32 000 - 38.375 ^ �44 000 50.625 59.000 26.000 32.000 38.375 -44.000 50 625 59 000 WINDOW WIDTH l 24.000 A 70.0 -75.0 70.0 -75.0 70.0' -75.0. 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 " -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0. B,E 70.0' -75.Q 70.0' -75.0 70.0 -75.0 71C-75:0 70.0 75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -904 70.0 -90.b 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -80.0 70.0 " -90.0 70.0 -90.0 710 -90.0 170.0 -90.0 70.0 ' -90.0 26.500 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 , 70.0 -75.0 , 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 B,E 70.0 -75.0 70.0 -710 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 0 70.0 -90.0 70.0 -90.0 70.0 -90.0 710 -90.0 70.0 -90.0 704 -90.0 70,0 -910 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 30.000 A 70.0 -75.0 70.0 -75.0 70.0 . -75.0 70.0 -710 63.9 -63.9 57.0 -57.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 -83.9 57.0 -57.0 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0" 70.0 -75.0 ' 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 700 -90.0 -410 -75.0 36.000 A 710 -75.0 70.0 -75.0 70.0 -70.4 59.2 -592 51.1 - 51.1 410 -410 70.0 -75.0 70.0 -75.0 70.0 -70.4 59.2 -592 51.1 -51.1 43.0 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 710 -75.0 70.0 -75.0 70.0 -75.0 710 -75.0 70.0 -754 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 37.000 A 70.0 -75.0 70.0 -75.0 67.9 - 87.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 70.0 -75.0 70.0 -750 87.9 -67.9 57.8 - 57.8 49.9 -49.9 41.9 -41.9 B,E 70.0 -75.0 _ 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 41000 A 70.0 -75.0 70 :0 -71.1 57,2 -57.2 80.7 -60.7 52.6 - 52.6 44.4 -44.4 70.0 -75.0 70.0 -71.1 57.2 -57.2 80.7 -60:7 52.6 - 52.6 44.4 -44.4 B,E 70.0 -75.0 70.0 -710 710 - 75.0 70.0 -75.0 700 -710 70.0 -75.0 710 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 75:0 70.0 -710 ' C 710 -910 710 -910 70.0 -910 704 -90.0 70.0 -90.0 70,0 -78.6 70.0 -90.0 70.0 -90.0 710 -900 70.0 -90.0 700 -90.0 70.0 -78.6 48.000 A 70.0 -75.0 81.8 -61.8 51.1 -51.1 54.4 - 54.4 48.8 -48.6 41.0 -41.0 68.4 -68.4 61.8 -61.8 51.1 - 51.1 54.4 - 54.4 416 -48.8 41.0 -41.0 B,E 70.0 -710 710 -75.0 710 -75.0 .710 -75.0 70:0 -75.0 70.0 -75.0 70.0 -710 70.0 -710 704 -710 70.0 -75 :0 700 -750 70.0 -75.0 C 70.0 -90:0 70.0 -910 70.0 -90.0 70.0 -90.0 70.0 - 80.9 68.4 -68.4 70.0 -90.0 70.0 -90.0_ 70.0 -90.0 70.0 -900 70.0 -80.9 68.4 -68.4 53.125 A 70.0 75.0 56.8 -58.8 45.5 -45 5 49.1 ' -49.1 44.3 -44.3 38.7 -38.7 60.6 -60.6 56.8 -58.8 45.5 - 45.5 461 - 411 44:3 , -44.3 38.7 -38.7 B,E 70:0 -75.0 70.0 -75.0 700 -75.0 70.0 -75:0 700 -754 710 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 710' -75.0 no -75.0 -60.9' C 700 -90.0 70.0 -90,0 .70.0_ -90.0 70.0 -85.9 70.0 71.2 60.9 -60.9 70.0 -90.0 -700 -90.0 700 904 70.0 -85.9 70.01 -71.2 80.9 57,000 A 70.0 -75 0 f 53.8 x-53.8 421 -42.1 45.5 -45.5 41.2 .-41.2 37.3 - 37.3 58.5 -58.5 53.8 -53.8 42.1 -42.1 45.5 -45.5 41.2 -41.2 37.3 -37.3 B,E 70.0 ,-75.01' 75.0 70:0 -75.0 _' 70:0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -74.5 700^ 75.0 70.0 -75.0 710 -754 710 -710 70.0 -75.0 70,0 -74.5 C 710 -900 710 90.0 710 -900 700 -763 66.7 - 66:7 56.9 -519 700 -90.0 70.0 -90.0 70.0 -90.0 710 - 79.3 86.7 -66.7 58.9 -56.9 60.000 A 70,0 - 72.9 -'50:4 -50.4 367 -317 42.8 -428 392 -39.2 35.9 - 35.9 56.2 -512 514 -50.4 39.7 -39.7 428 -42.8 392. - 392 35.9 -35.9 B,E 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 C 70.0 -900 710 -90.0 , 70.0 -90.0 70.0 -74.8 813 -83.3 54.0 -544 70.0 ^ 70.0 -904 700 -904 70.0, -746 613 -63.3 54.0 -54.0, ,-90.0 GLASS OPTION D. 7116" LAMI (3118"HS,.090,3116 "HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 1 -90.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. 0 nrcvatier Rinses Oa esealiting stab tie =Ntr • - 2'. 0 Rao Sy: F.K. Outer Revisianic A NO CHANGE THIS SHEET F.K. Rend tar Dale • 10H9/05 amaimuc 8 REVISE ANCHORAGE AND NOTE Raved Data; Revr brawn ay: F.K. 02/24/03 theCked dK Dabs: 1070 TECHNOLOGY DRIVE NOKOMIS, n34275 p.a aox 1529 NOKOMIS FL 34274 c Visibly Betsey' DESIGN PRESSURES "OK' WINDOWS Tao: ALUM. PROJECTED WINDOW, IMPACT Swiesikiadit CA -740 NTS Shoat 5 .' 11 Moving Na 7052 -7 Rat B (7-7) /or Lucas A. Tumor, P.E. PE #58201 Mechanical • • ••. • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• ••• • • • • • • • • • • • • • COMPARATIVe *my= fritet.E 4. : : : "OX" UNEQUAL LITE WINDOWS EST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTIONS: A. 5/16 LAMI (118"A,,.090,1/8"HS) FTL -3727 B. 5/16" LAMI (1/8 "H8,.090,1 /8 "HS) FTL 3727 C. 7/16" LAMI (3/16 ".0,.090,3 /16"HS) FTL -3724 E. 13/16'11.G. 1 /8"HS, 3/8" SPACE, 5/16" LAMI W/ 1 /8"HS,1 /8 "HS FTL -3728 VENT HEIGHT ." :: •'. :'• : ' • 34.000 _ 38.375 P1 D HDGHT _ 26.0dtr : ;W2:0 60 :' S3375 -. 44.000 50.625. 59 000 26.000 32.000 38.375 ' 44.000 ' 50.625 59.000 WINDOW WIDTH 1 24.000 A 70■6! -75.6 710.0.- - T5.'0"7Q 4! -75.0 70.0 _ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 B,E 70.0 -75.0 70.0 -75.0 70.0 ^75.0 76.1 -75.0 70.0 -75.0 76.0^ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0~ 70.6 -7510 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 - -90.0 703 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 76.8 26.500 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 B,E 70.0 -75.0 70.0 ' -75.0 70.0 _ -75.0 70.6 -75.0 76.0 -753 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 30.000 A 70.Q -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 63.9 -63.9 57.0 . -57.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 -63.9 57.0 -57.0 B,E 70.0 -753 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 - 75.0.70.0 -75.0 70.0 -75.0 C 70.0 -90.6 70.0 -90.0 70.0 -90.0 70.0 -903 , 760 -90.0 76.0 -90.0 70.0 -90.0 70.0 -903 703 -90.0 70 0 -90.0 70.0 -90.0 703 -90.0 36.000 A 70.0 , -75.0 70.0 -75.0 70.0 70.4. 59.2 -59.2 51.1 -51.1 43.0 -43.0 , 70.0 -70.4 70.0 -70.4 70.0 -70.4 59.2 -59.2 51.1 -51.1 43.0 -43.0 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 760 -75.0 ' 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0' 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C , 70.0 -90.0. 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -41.91 37.000 A 70.0 - 75.0 70.0 -75.0 67.9 -67.9 57.8 -57.8 49.9' -49.9 41.9 -41.9 67.9 - 67.9 67.9 -67.9 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 B,E 70.0 -75.0 70.0 -75.0 70.0 . -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 704 -90.0 70.0 -90.0 70.0 -90.0 70.0 -960 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -96.0 70.0 -90.0 70.0 -90.0 43.000 A 65.5 -65.5 65.5 -65.5 57.2 -57.2 60.7 -60.7 52.6 -52.6 44.4 -44.4 57.2 -57.2 , 57.2 -57.2 57.2 -57.2 57.2 -57.2 52.6 -52.6 44.4 -44.4 _ B,E 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 ^ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75A 70.0 -75.0 C 70.0 -90.0 704 -90.0 70.0 -90.0 70.0 -96.0 70.0 -90 0 70.0 -78.6 70.0 -90.0 70.0 -903 70.0 -90.0 70.0 -90.0 70.0 -903 70.0 -78.6 48.000 A 57.5 -57.5 57.5 -57.5 51.1 - 51.1 54.4 -54.4 48.6 -48.6 41.0 -41.0 51.1 -51.1 51.1 -51.1 51.1 -51.1 51.1 -51.1 48.6 -48.6 41.0 -41.0 B,E 70.0 -75.0 70.0 -754 70.0 75.0 701 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 703 75.0 703 753 70.0 -75.0 70.0 75.0 C 70.0 -90,0 70.0 - 90.0 .70.0 -90.0 70.0 -90.0 70.0 -80.9 884 -88.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 -68.4 53.125 A 52.7 -52.7 52.7 - 52.7 45.5 -45.5 49.1 -49.1 44.3 -44.3 38.7 -38.7 45.5 -45.5 45.5 -45.5 45.5 -45.5 45.5 -45.5 44.3 - 44.3 38.7 -38.7 B,E 760 -75.0 70.0 -75.0 70.0' -75.0 70.0 -75.0 70.0 -75.0 70:0 -75.0 703 -75.0 703 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 C 704, -90.0 703 -90.0 70.0'- -90.0 704 -854 704 71.2 60.9 -604 704 -90.0 703 -90.0 70.0 -90.0 70.0 - 85.9 70.0 -712 609 -604 57.000 A 48.6 - 48.6 48.6 -48.6 42.1 -42.1 45.5 -45.5 412 -412 37.3 -37.3 42.1 -42.1 42.1 -42.1 42.1 -42.1 42.1 -42.1 412 - 41.2 37.3 -37.3 B,E 70.0 -75:0 70.0 -75.0 70.0 '_ -75:0 70.6 -75.0 700 -75.0 70.0 -74.5 70.0 -75.0 70.0 ` -75.0 70.0 -75.0 70.0 -754 70.0 -75.0 704 -74.5 C 70.0 -90.0 70.0 -904 70.0 -904 70.0 -79.3 66.7 -667 564 . -56.9 70.0 -903 70,0 -903 70.0 -90.0 760 -79.3 667 -66.7 56.9 -58.9 A 452 -45.2 452 -45.2 39.7 -39.7 42.8 -423 39.2 -392 35.9 -35.9 39.7 - 39.7 39.7 - 39.7 39.7 -39.7 397 -39.7 392 -39.2 35.9 -35.9 60.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 760 -75.0 70.0 -75.0 70.0 -71.8 C _ 704 -904 704 - 90.0 703 -90.0 703 74.6 63.3 -63.3 543 -54.0 70.0 -904 70.0 -90.0 70.0 -90.0 , 703 743 .63.3 -63.3 54.0 -544 [GLASS OPTION D. 7/16" LAMI (3/16"HS,.090,3/16 "HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 170.0 j -90.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 114" TAPCONS OR 1/4" 884 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. 0 X mom= REWIND as asatIsira aML Os Pisan =iNie0 Z . 0 _.. Are Monday FJc Revel*: FJC Rene 8'y.' en6Ra3 10119/05 Della A NO CHANGE THIS SHEET RaHfteas: 8 Rorklmen REVISE ANCHORAGE AND NOTE 0r..m By: F.K. &f24 Checked Uy: Dace: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. Box 1529 NOKOMIS, FL 34274 Visibly Ektter DESIGN PRESSURES "OX" WINDOWS ALUM. PROJECTED WINDOW, IMPACT sa,r.•uaaak 04-740 Szlr NTS s...a 6 e. 11 Wring Ma 7052 -7 (1 /s -t /o, Lucas A. Turner. P.E. PE #68201 Mechanical • • •.• • • • ... • • • • • •• •. • • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • • ••• • • • • ••• m MAX. HEIGHT (SEE SHT. 3) • ..• ••. • • • • • • • • • • • • • • • • • • f "NNW 0 • • • • • • • • • • �. • •• ••• tRiali I i � oI OUTSIDE D m m MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) 0 m • O • • .• III a 0 m 1 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. HEIGHT (SEE OUTSIDE SHT, 3) Raved ay. Ws F.K 8128R73 Rswd By: F.JG 10119105 Roved 5y: Deis: VERTICAL SECTION "X" CONFIG. 0 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) f O TIP-1 m O NOMIFMNINO 00000 REFERENCE "0X" FRAME ASSEMBLY DETAIL, SHEET 9 VERTICAL SECTION "OX" CONFIG. as ametrak atom, Revisions A REDRAW VERTICAL SECTIONS TO V2 SCALE Revisions: 8 ADO ITEM 89 Revisions Ore.m By F.K Dais 02124103 Chemical ay: 1070 TECHNOLOGY DRIVE NOKOMIS. 8.34275 P.O. BOX 1529 NOKOMIS, FL 94274 d � Visibly Better VERTICAL SECTIONS Tale ALUM. PROJECTED WINDOW, IMPACT snknomodos CA -740 NTS Owe t 7 • 11 L 7052 -7 Lucas A. Turner, P.E. PE #58201 Mechanical • • ... • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • ... ,ear F.K . ... •.. • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • .. • • MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH VENT MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) Dow 8/26/03 REDRAW HORIZONTAL SECTIONS TO 1/2 SCALE Rand a,c F.IC RersdaY: MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH FIXED LITE PIIIMUCT MU NI aims,pifie *aft node [I. 1Z > 10119/05 Rovitiens: B ADD ITEM 89 Orem B F.K X4/03 Cheated 5Y: Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PST Visibly Better 0 HORIZONTAL SECTIONS nee: ALUM. PROJECTED WINDOW, IMPACT Sodosaiodet CA -740 swc NTS s+.et 8 e/ 11 7052 -7 Rev: B Lucas A. Tamer. P.E. PE #58201 Mechanical • • .. •• • • • • • • • • • • • • • ..• • • • • • • • • • • • • • • •.. • • • • • • • • • • • ..• • • • . • • • •.• •.. • • • • • ••.• • • • • • • • • • • • • • • . • • • • • • • . •.• •.•• • • • • • "O" FRAME SILL ---- -- • • • . • •.. • •• • • • • ••• #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN • . FRAME ASSEMBLY TUBE MATL: 6063 -T6 "X" FRAME HEAD NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 "OX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL , SASH FRAME ASSEMBLY DETAIL FRAME HEAD & SILL MAIN FRAME ASSEMBLY DETAIL .993" 289" .040" - INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 1.159" �-- 2.139" SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 438" t k 2.784" FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A 3.544" .062" NOM. .062" NOM. 2.919" 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A rkoDucr REYt86D a �q 'Ai Iif 11440$ Mai Os* As"or Na +# 1 Z' . O • irlrag • $ M Divisdon Raved ay Date: F.K 8P26/03 Revd aY DOW F.K 10/19/05 Reasd ay: - Pee: Reviaiaree A Revidow 8 Revisions: NO CHANGE THIS SHEET NO CHANGE THIS SHEET Drawn 8$ Date: F.K. 02124103 *meted ar 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 FP Vistb& Better EXTRUSIONS & ASSEMBLY DETAILS SellestAbdit ALUM. PROJECTED WINDOWS IMPACT CA-740 NTS 9 a 11 L 7052 -7 Lucas A. Turner. P.E. PE #58201 Mechanical • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • e • • • • • ••• • • • • ••• FAME "X" # PGT. # DESCRIPTION 7002 •69002A • • MAIN FRAME•HEAD., SILL AND JAMB • 1155 : : 4811i0A• "' • $X,1 t u w'li1 ON .. ' IlDWG 7008 : : :714C70Q$ : + ;' 1VinC014341 KEY 7048 • 77048K • P/2 1 /2"X11$$" 'CLOSED -CELL FOAM TAPE ' Q t„ 7003 ' 67003A SASH TOP BOTTOM AN I HINGED 5 1155 .•7$1P�QA• 8X1 ADPN. S 13 7017 • 691010714 • B 1:JLB WEAYkERSTRIP .187X 185 14 - 7009 - •74C1069 ; $ASirCOR1SER KEY . g 3 p x 16 7024 . e • "71ZC2014. " , TIIUM#24.3I1 XX.002� MAXIl41 MULTI- 2 POINT LOCI: 17 7026 7MC7026 TRU H #231050.92, LOCK SUPPORT PLATE 18 7MC1024PPF UTH #I9298, #14-24 X .562 PH_ PN_ TYPE F 20 7014 7MC7014 RH/LH TRUTH #4(1928 &#40929 MULTI -LOCK KEEPER (R.H. 21 1157 78X12PPSMS #8 X .500 PH. ? J. SMS 23 7013 7MC7013 TRUTH #31841, TIE BAR GUIDE 24 78X1FPSM5 #8 X lA0 FH PH SMS 25 7015 SEE CHART TRUTH #11901.92 (14.9), TIE BARASSEMBLY 27 7029 7MC7029 • TRUTH #51.02.32.011, MAXIM PROJECTED OPERATOR 28 7030 7MC7030 TRUTH #31882, OPERATOR GASKET 29 7031 7MC7031 TRUTH #21641, HACKING PIJATE 30 • 7832X38PPMSA #8 -32 X 375 PH PN. TYPE B 31 7MC7022 TRUTH #11454, SNAP -ON HANDLE 32 7034 TRUTH #11577. OPERATOR TRAC,IC & SLIDER 33 • ' ' ' . 78X78PPSMS • #8 X .750 PFt PN. SMS 35 7023 7MC7023 TRUTH #34.25,00212, PROJECTED HINGE -12" 36 7023 -2 7MC70231.6 TRUTH #34.27.00.104, FROJECIED HINGE -16" 37 7023 -3 71dIC702320 TRUTH #34 29.00.]07, PROJECTED HINGE - 20" 38 • 710X12PPSMS . #10 7C .500 PH: PHI. c7 c7 40 SII.ICONE •DOW CORNING $99i 995 OR EQUIVALENT 45 5/16" LAMII11�iTED GLASS (1:18 "'ANN & 118" HS GLASS W/ AN ,090 INNER LAYER OF SOLiTl'lA OR DUPONT P VB) 46 5/16" ATED QLASS (2 LITES OF 1/8" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA ) OR DUPONT PVB 47 7/16" LAMXNATED GLASS (3/16" ANN. & 3/16" HS GLASS W/ AN .090 INNE1$. LAYER OF SOLUTIA OR DUPONT PVB) 48 7/16" LAMINATED GLASS (2 L1TES OF 3l] 6" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PYB 49 13/16" I.G. GLASS (118" I-1.5 GLASS' & 5116"' LAS W/ 3f8 "AIRSPACE) 5/16 "LAMINATED GLASS (2 L11ES 1/8" HS GLASS WI'CFI AN 090 INNER LAYER OF SQLUTIA OR DCTPONT PVB) 50 1634 71634K SETTING BLOCK 5/32" X 7116" X 1" LG. 2 Ga 55 7036 67016 ' GLAZING BEAD (114, 5/16 LAM.) 56 7042 67042 GLAZING BEAD (1%2" T.G., 7/16 LAM.) 57 7047 67407 GLAZING BEAD () 3/16" I.G.) 64 1224 6TP247 VINYL BULB WSTP (THICK) z igli a U °' 66 ' 7005 •• 67006 SCREEN FRAME 68 7040 47040 W/B SCREEN CORNER KEY 69 SCREEN CLOTH . + 1635 61635K SCREEN SPLINE - SERRATED 71 331 -A 60976 CASEMENT SCREEN CLIP 1.157 78X121'STW/B #8 X .500 SQ. FN. TEK SMS m • 7MC30426 TRUTH #30476, CLERESTORY POLE 78 7MC20550 • TRUTH #20$ 50,CLERESTORY ADAPTER " " n E ' 7019 711573 • TRUTH #11573 SNAP -0N T HANDLE KNOB 8 t 7018 7FLDHD TRUTH #11329, FO' DING HANDLE o 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 11) ITEM DWG# PGT. # DESCRIPTION C 90 7005 67005A CASEMENT FIXED WINDOW FRAME 92 1155 93 7010 781P OA 7MC7010 #8 X 1 QUAD PN 'SMS FIXED FRAME CORNER KEY 94 7007 67007 INSTALLATION HOLE COVER - HOR. 95 •PAkt.ABOND 96 7004A 67004A CASEMENT FRAME ASST. TUBE 97 712X1PPT #12XIPHPNTEX .706" --4-1 —� .865" .050" 5116" GLAZING BEAD MATL: 8063 -T6 DWG# 7036 --��� .172" .870" .125" .062" �— II .050" 1 4 .569" .523 " .865" .050" w 13/16" GLAZING BEAD 7116" GLAZING BEAD MATL: 6063 -T6 MATL: 6063 -T6 DWG# 7047 DWG# 7042 ----1 1.124" 1-- 1 2.701" 1 .093" CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063-T6 DWG# 7004A .040" ffr 1.000" .423" CASEMENT SCREEN FRAME MATL: 6083 -T6 DWG# 7006 —11 1'�7�n .095 "I CASEMENT BACKING PLATE MATL: 6063-T6 DWG# 7071 ekn »U »tW Oi.lbith Win. v - IZ9. /0 L1l1 /2 • ; By �// _ y.` Revaaer. F.IC Date: 8120/03 Revisions A NO CHANGE 77115 SHEET Render: F.IC Date; 10/19/05 ltevt 8 ADD EQUIV. TO ITEM 40, SIMONE AND ADD ITEM 89 Revsd e• Revlteans Drawn» . Date: Chedwder. DaM: j_ F.K. 02/24/03 1070 TECHNOCOQYDRIVE NOKOMIS, FL 34275 P.O. 60X 1528 NOKOMIS, 8.34274 IE!cT Visibly Better r PARTS LIST & EXTRUSIONS ALUM. PROJECTED WINDOW, IMPACT Sedsebladet CA-740 Seekt NTS Shade 10 et 11 Mato No. 7052 -7 Lucas A. Turner, P.E. PE #58201 Mechanical • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • •• •• to • • • • • • • • •• • • • • • ••• • ••• ••• • • • • jj 2x DV605 BUCK (SEE"NOTE 3) 1/4" MAX. SHIM•a-11:I -r=• • • • • • • • • • • • • • • •••• • • •• • • • • • ••• •• •• • • • •• • • • • • ••• •• IxWOODBUCK (SEE NOTE 3) 1/4" MAX. SHIM r- SEE NOTE 1 SEE NOTE4 _4 1 112" MIN. OPERABLE UN IT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM &SEE NOTE 1 titui ti Mit! it t I . 11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --- r-- ® SEE NOTE 2 A SEE NOTE4 • .r 1." • • • Wet allt11111illtri } itiliN► • ,N 11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM ---j ©SEE NOTE 1 I SEE NOTE 4 fp ■111511ItRittliilf ill it • 01 Q1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM & SEE NOTE 1 A SEE NOTE 4 11/2" L_ MIN. FIXED UNIT FRAME TO WOOD BUCK 11/2u OR MORE THICK M. • 11/4" MIN. FIXED UNIT FRAME TO CONCRETE .61 SEE NOTE 4 SEE NOTE 4 I :al 11 ,111 :11,11tritIll9 h115H1ii151Ht10. ■l� 11/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE. ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12'SCREWS,1 /4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE —FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. Few",. FJG NO CHANGE THIS SHEET tend By: F.K Otter 10/19V5 Revert= B Re.sd IV: Revelator REVISE ANCHORAGE AND NOTES Omani* Oates Chocked 9R Oete: F.K. 02/24/03 1070 TECHNOLOGY DRIVE NOKOMIS FL 34276 P.O. BOX 1529 NOKOMIS FL 34274 dr Visibly Better ANCHORAGE DETAILS ALUM. PROJECTED WINDOW, IMPACT aw;avelod.r CA-740 s..kc NTS s,wC - •mumetda 11 11 L 7052 -7 Rote B Lucas A. Turner, P.E. PE #58201 Mechanical