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WS-08-1631 Perms -'� �a... Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 N Jres a+ Phone: (305)795 -2204 i fr F -0, �,ra r ,��.i. Expiration: 0310712 Project Address Parcel Number Applicant 487 NE 100 Street 1132060170540 CATHY 8 JEFFREY PEEL Miami Shores, FL 33138- Block: Lot Owner Information Address Phone Cell CATHY 8: JEFFREY PEEL 487 NE 100 Street MIAMI SHORES FL 33138 -2446 Contractor(s) Phone Cell Phone UNITY WINDOWS, INC. (305)261 -2223 Valuation: $ 10,0 00.00 _ ...... _.,.._ Total Sq Feet 0 Type of Work: WINDOWS Available Inspections: No of Openings: 13 Inspection Ty pe: Additional Info: IMPACT Shutter Attachment Classification: Residential Window Door Att Final Shutters ® Final �. SEP 0 9 w Y MI C 2,� AMI S ES A tILLAOF Fees Due Amount Total Amt Paid Amt Due CCF $6.00 Education Surcharge $2.00 $ 0.00 $ 0.00 $ 0.00 Permit Fee $230.00 Scanning Fee $12.00 Payment Type: Technology Fee $5.75 Total: $255.75 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated September 08, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, September 8, 2008 1 The following pages were originally attached to plans with the following permit # Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING RECEO ' TL�o P ermi t N6. IQ PERMIT APPLICATION SEP � 0 4 000 1 l aster Permit Nb. FBC 2004 yy Permit Type (circle):. Building El trical Plumbing Mechanical Roofinc Owner's Name ee Simple Titleholder T C�1 Phone (F P ) � °mil P o # Owner's ddr�esssy �i ( _ City 1 Y li State Zip 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 NO - wo 0 ZCo - Dc 1 Contractor's Company Name Phone # Contractor's Address City /�!',m� State Zip Qualifier Name _�J� ® � Phone State Certificate or Registration No. Certificate of Competency No.�� Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ to tcoo ' Square Linear Footage Of Work: Type of Work: []Addition ;Alteration '❑New - epair/Replace ® Demolition Describe Work- Submittal Fee $ Permit Fee $ `� CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ zoning `$ ' Bond Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 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 constriction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT:. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws .regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF :COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject .to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be ved a re ec ' ee will be charged. Signature w Signature L� Owner or Agent Contractor ® �q�a�raaaaaaa® >'i The foregoing )'pstrument was ac o f The fore oing instrument was acknowi before me this day of 20, by o Mr • . day of M Dt 20e who is p onally known tome o . has p ;oduc - `= = personally g ° � who is rsonall known to �'� � � too .;. .°► f G F •� s As clentifi��iid t n oath. as iderict� fA ! e an oath. �A• . 4a • o IC: v A. G a/ #D :u NOTARY PUB ;�c? ' i\TOTARY P L °® 9AC :y D515gg1 A•",�� S TATE OF fit: og p +, r 6 •; °� �. a •cG• Aar c�`;� ` S'i �' ®g • i gn: Sig Print: CIO Print: F$ My Commission Expires: My Commission Expires: APPLICATION APPROVED Y: `J Plans Examiner Engineer zoning (Revised 02108/06) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 "INTEM'' R4 N Inspection Date: 10101/2008 Permit Type: Windows/Shutters Inspector. Rodriguez, Jorge Inspection Type: Window Door Attachment Owner: PEEL, CATHY & JEFFREY Work Classification: Window /Door Replacement Job Address: 487 100 Street NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060170540 Project: <NONE> Qlw� Block: Lot: Contractor: UNITY WINDOWS, INC. Phone: (306)261-2223 uilding Department Comments INSTALLATION OF IMPACT WINDOWS 13 OPENINGS MUST BRING NOC TO REALEASED STOP WORK 9/9/08 MLD Inspector Comments Passed Please call Jeff before arrival (786) 256-1856 Failed El— Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Tuesday, September 30, 2008 Page 1 of 2 2 ' % • • ••• • • • ••• •• • • • % •• • DESIGN WIND' P g6kE'�A'LCULATIONS • .... ... .... ............ . .. .. ..... .... . . • . • . . • . • CUSTOMER COMPANY NAME: i;ECEIVED 00 CITY SAP • 70'6 SOWO 4� KM... MIAMI, FLORIDA 33144 PHONE: (305) 261 -2223 u0py PROJECT: Windows Installation at: 487 N. E. 100 STREET MIAMI SHORES, FLORIDA 33138 PERMIT #: .. Miami S hors Villa APPROVED BY DATE ZONING DEPT BLDG DEPT I A S (� SUBJE TO COM PLIA ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS JORGE LLAMA, P.E. # 60156, CA. # 27710 A & A ENGINEERING 10010 S.W. 231d TERRACE MIAMI, FLORIDA 33165 TEL: (305) 992 -3048 8/28/2008 � s DESING WIND PRESSIAM C4LC - ASCE 7 -02 .... . ...... . ... . ..... . Client: UNITY WINDOWS. 7062 S.W. 4th St.. MIAMI, FLbRbAai914 t Job: 487 N.E. 100 STREET. MIAMI SHORES, FLORIDA 33138 Design Pressures have been determined in accwf iprigg +dth JNVE:7 -02 bpWAthe following criteria: Building Category: II Exposure Category: .' ..' ; • • • • • • Building Mean Roof Height (Ht): 22.0 ft. Minimum Building Width: 23.7 ft,** • • • • • • • Roof Slope: 6 :1Z ; •; 6 peg. • • Basic Wind Speed (V): 146 mpg ; : : •. Kz: 0.92 •• • ••••• Kd: 1 I: 1 Design Velocity Pressure; q: 0.00256 • Kz • Kzt • Kd • Va • I q: 50.21 psf Internal Pressure Coefficient; Gcpi: t 0.18 Design Pressure; P: q ((Gcp) t (Gcpi)l Notes: 1. Wind load calculations are based upon a mean roof height and tributary area as noted. Contractor shall verify mean roof height in field and notify if higher than noted. 2. "END Zones" pressure are applicable to openings that are within: 3.00 ft of building comers. Mk Description Width Height Trib.Area Zone Conf. GCp Design Press.(psf) (inches) (inches) (Sq.Ft) Max Min Posfitive Negative CAI CASEMENT WINDOW 37 50518 13.00 4 X 0.98 -1.08 58.24 -63.26 Hill HORIZONTAL ROLLER WINDOW 53118 50518 9.33 4 XO 1.00 -1.10 59.25 -64.27 PW1 PICTURE WINDOW 53 38318 14.12 4 O 0.97 -1.07 57.92 -62.94 SH1 SINGLE HUNG 37 38318 4.93 4 OX 1.00 -1.10 59.25 -64.27 SH2a SINGLE HUNG 36 718 63 8.06 5 OX 1.00 -1.40 59.25 -79.34 SH3 SINGLE HUNG 53 63 11.59 4 OX 0.99 -1.09 58.68 -63.70 SH4 SINGLE HUNG 19 38318 2.53 4 OX 1.00 - 1.10 59.25 -64.27 SH5 SINGLE HUNG 527/8 491/2 9.08 4 OX 1.00 - 1.10 59.25 -64.27 SH6 SINGLE HUNG 37 38318 4.92 4 OX 1.00 -1.10 59.25 -64.27 SHSa SINGLE HUNG 37 38318 4.92 5 OX 1.00 -1.40 59.25 -79.34 Page 1 of 1 r % • • ••• • • • ••• •• • • • % •• • • • • • • • • • • • • • • • • • • 0 0 0 • • 3 • . e 11E1RO DADE Fr.A�L1;R 13u1zz�nvc .. G :: 140 WEST Uzi SUHZ IM ' ' MAW FLORIDA 33130 -1563 NOTICE OF AC �� t� M2W1 FAX (305) 375 -2908 .. 1070 Te 1imba Drive Nokomis FL 34275 • • • • • • • "' • • SCOr1t: 17us NOA l b-, being sued under the applicable rates and COs gn the use of detraction on suibmitted has been reviewed by Miami�c and accepted by the Board ofRules and �Y Prath[t� COW Division Where allowed by the AMY filming �dictict Ito be u-d m A+l Dade Caamty and other areas This NOA email nW be valid a$er the wwwon date staw below. Tbs w a=-Dadt C Zenty Protlact Control D tD hive this l� Dade D ) and/or the AM (in areas odzer tan h A iami lade County) reserve the right pDdud or mdenal tested for gaality purer. If Wis Pakm in dw a the �r will uww the P or ntat�ial fails to ' y �,� a or expe�e of s� tesdug and the AM m ila~ we of =& or mdmd wig dmjwmbcbm dw ngkb revoke on if it w &Ommd by WRA dW tlm prod d or fair to =xt dw of the Tb's ' as descnbed bomina and has bam demgmd to cm*ly witb the Florida Buildimg Code, incindiag the Ho Velocity Harricane Zme. ON. Serim PW 701 Akii.. Fked' .W w —LJLL APPROVAL DWU duuuA la m b 4 r W a i C, h.E., • a Notice of and l Division. MMS ILE AC'i° TING: and Imps LABELING Each +snit shall bear a pennancut lahel with the maum&cturces Hares or frsll �: "Mai -Dade Cruuty Product Car d.3'a state and REWW ALefdis a lam ° the - ofdM8 NOA ` t dale or al: ibeae bas T a mom "' t"-_ =ate, , afl&Of n fiure of the prt &ut or Mwess. Misuse of this NOA as an ondDrscnwm of aut Wmmate do NOA. Failure to s be causc for terminatio. and r...,.X ofND� ADS NOA by do • be � ' it h► If aMY • Y INSM I`iON: A copy of &is mttm NOA be provxjed to the user by the or its ad sly be avaikblc fo inspecti at the jrab she at the respite of dw BWkjjmW O fficial, 771 ` N NOA 03 - 11t15.t?1 wd cm istr, of this Page 1 and evicferice pages E-1 and B-2, as well as NOA Nu. 071 &" 4 EVhvfim lie: februM I UM App 21, 2007 t . . .•. • . . •.. .... . ...... - . . . . . • . . . - MIAM�tDE ® . . . . . . MIAM -DADE COUNTY, FLORIDA • • • • • • • • • • • • • IYIETRO -DADS FLAGLER BUILDINGi BUILDING CODE COMPLIANCE OP (BCM): i " i i i i i 140 WEST FLAGLER STREET, SUITE 16M PRODUCT CONTROL DIVISION • • • • • • • M[AW, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (�1T4A • • -.0 • • www:buildincodeonlinecom PGT Indastries • 960 • • • • .... • •. • 1070 Technology Drive Nokomis, FL 3427 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 berm and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane pone. D Escltnm ON: rx Std. wall- Atmuimmi Tale coppnl Mullion- L1l�LL APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Alummum Tube Clipped Mullion", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/2 M with last revision on 0550/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. . MISSILE IMPACT RATING: Lunge and Small Missile Impact LABE MG: 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 cue negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT : The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 04- 0520.04 and, consists of this page 1 and evidence pages E 1 and U2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D Gascon, P E. /� NOA No 06*125M em a �� tlt`Sc � En Date: June 28, 2011 !0 2� Approval Date: July 20, 2006 Page 1 MI n • . • NMAN"ADE COUNTY, FLORIDA ' ' • • • : • • MMO -DARE FLAGLER BUILDING BUILDING CODE COMPLIA " OFIviCL (>�CI • • • • �' 140 WEST gLA(Y,ER STREET, SMITE 1643 PRODUCT CONTROL DWM • .' • • ' i • • • • • • �•' •� • NHAMi, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTXWX X 0AJ ! • • • . • ww - WA aiinidWe� rov/baiMinacc d e 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 revolve this wzeptauce, if it is determined by Kmm Dade Coahmty prod uct Control Division that this product or material fails to meet the requkemerils of the applicable building cwt. This product is approved as described herein, and has Inset designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C-740 Ouiswing Aluminum Casement Window -L3LL 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 iii -Dade County Prodw* Control Division. NIISSME IMPACT RATING: Large Impact Resistaat LABELING: Each unit shall bear a permanent label with the nmanufactarer's name or logo, city, state and following statement: "Miami -Dade County product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall b considered after a renevAd application has been filed and there has been no change in the applicable building co negatively 1196cfirg the perfarmanm of this produa TERMINATION of this NOA will occur after the expiration dame 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, Florid, and followed by the expiration date may be displayed is mWerfisi Wershm. if am potion of the NOA is displayed, then it shall be done in its entiret INSPECT ION: A copy of this Mire NOA shall be provided to the um by the mam&cbmw or its distributors and shall be avaiiabie for inspection at the job site at the request of the Building Official. This NOA mews 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 docurnimtation was reviewed by Manad Perez, P.E. NOA No. 08.011 7.11 i Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 . . ..• . . . ... % • % . . . . . . . . . . • ••• • • • ••• • • • • ••• MIAM�DE �Ti'NW • • • • • • M[411I[ DARE COUNTY, FLORIDA • . • • • • • • • • • • • • N[ETRO -DARE FLAGLER BUILDING • •• • • ••• • • BUILDING CODE COA' LUNVE OF *& (BGCO) • • • • • • 140 WEST FI.AGl� FrREET, SUITE 160 PRODUCT CONTROL D)*V ddN MAW FLORIDA 33130 -1563 (305) 375 -2901 FAX M 372 -5339 NOTICE OF ACC.Eff dill CEMO . • • www v/b>r0dlnseode PGT Indusbrie 4 Inc. .. • 1070Te Drive- • Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docnrnentation submitted has been reviewed by Miamii 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 (AEa). 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 produd or material fails to perform in the accepted manner, the manufacduer will incur the expense of such testing and the AM may immediately revoke, modify, or susMrnd 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. DFSCWn0N: Senn "Hit - 7 14r Alum le mr H erianutal Raker ift dow - L.M.L APPROVAL DOCUmENT: Drawing No 4127-10, titled "Alum Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02!28/2006 with the latest revision "C" dated 04115/2007, prepared by POT Industries, Inc-. dated 08/10 2007, signed and sealed by Robert I- Clark, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Aecepume number and expiration date by the Miami- -Dade County Product Control Division. lYIbMSILE IMPACT RATING: LMV Mssile end Sm A NMMe hWd Resat LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement Marro 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 proms. 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. ADVERT4S MENT: 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 mangy or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 0& 040.06 06 and consists of this page 1 and evidence pages E -1 and F.-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ex NOA No 07- 0815.09 eb Expiration Date: December 21, 2011 Approval Date. January 03,2M Page 1 MIAN I • • • • . • ML1MI DADE COUNTY, FLORIDA i i i i• i i i•• i i METRO -DADH FLAGLBR BUILDING BUILDING CODE COMPtIVgCL bM r 4XJBCCb) : : : : 140 W FLAGLER STREET, SUITE 1603 ' PRODUCT CONTROL DIVISION • . • • MIAMI, FLORIDA 33130 -1563 ( 1 NOTICE OF ACCFP�T� ep M • • • www.b nidws online mm PGT Industries :0: • • • • 1070 Technology Drive .. • :: •. • :::..00 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 acceptor by the Board of Rules and Appeals (BORA) to be used in Aftni Dade County and other areas where allowed by the Authority Having Jurisdiction (ABJ). This NOA shall not be valid after the expiration date stated below. The Nami Dade County Product Canlrol Division (In Miami Dade County) and/or the AIIJ (m areas other than Warm 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 AEU 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 NamiDade 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 hum, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Ah minuet Single Hang window - L ALL APPROVAL DOCUMENT: Drawing No 4040 -20, titled "Alum. single Hung Window, Impact", sheets 1 through 1 l of 11, dated 9 /U05, with revision B dated 11/13/06, prepared by miumfacturw, signed and sealed by Robert L. Clark, P.E., hearing the Miami Dade County Product Control Approval stamp with the Notaice of Acceptance number and approval date by the Miand Dale County Product Cont" Division. MISSME IMPACT RATING: Large and Sms1I WEssiile hupact Resistant; LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement - h ami -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 plerfe m m of ibis 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 nub preceded by the wards mami Dade County, Florida, and followed by the expiration date may be displayed in advertising 1haratum Many portion of the NOA is displayed, then . it shall be done in its entry. INSPECT ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA d 05. 1018.01 and consists of this page 1 and evidence pages 13-1, E -2 and 1r3, as well as approval document mentioned above. Ile submitted documentation was reviewed by Manuel Perez, P& NOANa 0741322.06 Fxpkidlen Data: March 23, 2011 Approval Date: dam U7, 2007 Page 1 :...; AE)TESA.•ARGE MISSILE WINDOWS NOA DRAWING TABLE OF CONTENTS ... SHEET •:•1 %G1AZING4PTIONS: GENERAL NOTES .......................... 1 A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF, 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLAZING DETAILS ........................ 2 see • •. . •. ; GLA$4 VyfTH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. ELEVATIONS, FLANGED ............... 3 ELEVATIONS, INTEGRAL F1N....... 4 '•: ' :: B• ?/'�6: L�4!!�i}VATED GLASS COMPRISED OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS GLASS WITH AN .090 DESIGN PRESSURES FLANGED.. 5 • • • • • • • • • iNTE14LAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C.1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" DESIGN PRESSURES FINNED...... 6 .' • :: s : • LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT SECTIONS, FLANGED ................... 7 0. ; ;•; :: %bif'tEN(1THENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. CORNER ASS'Y, FLANGED........... 7 ' ' 6.'1 fM6i°LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" SECTIONS, INTEGRAL FIN........... 8 LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER CORNER ASS'Y, INTEGRAL FIN... 8 OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. EXTRUSION PROFILES ................. 9 PARTS LIST ..... ............................... 9 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) 1ANCHORAGE .. ............................... 10-12 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. 3. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 1� ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT, EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). With 60 r O �� 2 E 1 tom =- Crnvoiooror�vE NOTES & TABLE OF CONTENTS o, FK . 41407 B nroTE� ADn REFERC�vcES ro nlo7ESANDADD NOTE7. woxohus, FL sa27s ALUMINUM PICTURE WINDOW, IMPACT K F 12115w A REDUCE ANCHOR SPACING P.O. BOX ts� Robert L Clark, P.E. tnas awaw Daft Better s a "� rr� PE X742 711 PW-701 ACTS 1 a 12 4259.4 B t rw F.K 4ID3 .• ... . . . ... 11/16" LAMI GLASS NOMINAL . . . . . . . . . . . . . .. .. ..... .... . . . . . . . . . . . .. . . . . 7/16" LAM[ GLASS NOMINAL 7/16 LAMI GLASS NOMINAL •• . •• ••• .. 3/16" ANNEALED OR HEAT • '.: 0 :311CAMEA%ED OR HEAT STRENGTHENED GLASS • • • • • • StI1E46T•f•ItNED GLASS .090 DUPONT BUTACITE OR .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 7/16" AIR SPACE PVB INTERLAYER l 3/16" HEAT 3/16" HEAT I STRENGTHENED 3/16 " HEAT STRENGTHENED GLASS STRENGTHENED GLASS GLASS 12 12 1 p �L7) O R 21 18 OR 22 11 4 OUTSIDE 11/16" NOM OUTSIDE 11/16" NOM GLASS BITE GLASS BITE - T r --- �r- 0 13 2 13 1 PROD f �, e sold" C00 M o� 14 OR 15 14 O 15 °� 7/16" LAMI GLAZING DETAIL 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) mw Affwbw 10mm cmvxOwmvm GLAZING DETAILS F.K 4MW B NO CH4MW THI8 SHEET NOKOM/S, a 3427s rat ALUMINUM PICTURE WINDOW, IMPACT F.K 17115W A NO CHANGE THIS SHEET P.O. SOX 1629 RobaR L Cla rk, P.E. o mm ay.' GIB NOKCM4IIS, R 34274 Viably Better' � orb $2$ B P F.K 7/14103 F W701 FUL 2 m 12 Shcbffd Y 00 00 • • • • • • 0 • • •• • • • . • • • • 00 r 0 ••••• / / 00 :0: • ••• •• • • • • • / 0. o o • • • • • • • • 0 HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 66"X 68" OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. OR MAX. AREA = 20.71 SO. FT. OR MAX. AREA = 25.22 SQ. FT. ARCH. MAX. SIZE = 48"X 96" OR MAX. AREA = 30.28 SQ. FT. r r r r r r r r r ELLIPTICAL MAX. SIZE = 96"X 47" FAN EYEBROW OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 96"X 47" OR MAX. AREA = 24.47 SQ. FT. MAX. SIZE = 96"X 48" OR MAX. AREA = 31.99 SO. FT. .�--- 96" MAX, fl / 1 / ® ®uc°r �.v�o / 44 t4 � . ea "mpking wUb me FkwMn r " MAX. code . r 48 MAX. r � Db DLO 9 HALF CIRCLE MAX. SIZE = 96"X 48" 921/4" MAX. DLO TRAPEZOID OR MAX. AREA = 25.13 SO. FT. RECTANGLE MAX. SIZE = 48" X 96" MAX. SIZE = 48"X 96" OR MAX. AREA = 31.99 SO. FT. NOTE: A\ OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. Mina* aft 1 070 TECHMOG FLANGED ELEVATION& Lo: RK "V? 8 UFDATEAlW hlMGENam N woo, FL 34276 � FA 12!159 NO CHANGE TMs SHEET p p DQX 16" ALUMINUM PJCTURE WtN ©OW IMPACT _ RE am m �v now chw taaex NOKMO, FL 34274 V61blY Better PE #39712 F,K 71N 1 NTS 3 12 4259 -4 B struct� • • • • • • • • ••• s 0 0 0 00 00 00 .00 00 HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68"X 68" OR MAX. AREA = 21.65 SO. FT. OR MAX. AREA =19.63 SO. FT. OR MAX. AREA = 20.71 SO. FT. OR MAX. AREA = 25.22 SO. FT. CH. MAX. SIZE = 48"X 96" OR MAX. AREA = 30.28 SO. FT. ELLIPTICAL MAX. SIZE = 96"X 47" FAN OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 96"X 47" EYEBROW OR MAX. AREA = 24.47 SQ. FT. MAX. SIZE = 96"X 48" OR MAX. AREA = 31.99 SQ. FT. 981!4" FRAME O.D. 96" MAX. 501/4" / " FRAME 451!4 /onuc�g. �! O.D. MAX. w" nwwo Carle " Ae lve OG q,8 / DLO MAX. , e r" aa e" HALF CIRCLE OR MAX. AREA = 96 13 SQ. FT. 93114" MAX DLO TRAPEZOID RECTANGLE MAX. SIZE = 48"X 96" MAX. SIZE = 48"X 96" OR MAX. AREA = 31.99 SO. FT. OR MAX. AREA = 32.00 SO. FT. NOTE: ® � �.-- FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. ftw o r , adw ftvbkw 1070 rECHNOLOOrDRNE INTEGRAL FIN ELEVATIONS F.K 44W B ADD FRAMBO.D. DIMBMMS AAA UPDATE ANCHOMGE MOTE NOKOW. FL 34276 781 j ALUMINUM PICTURE W/NDOW, IMPACT F. _ K 1211aw A NO CHANGE THIS SHEET P.O. BOX 1528 Robeft L Clark, P.E. F. �7H4103 NOKOtalk4, FL 34274 Visibly Heuer � �g a of 72 � aaS9�4 B PE M12 sbudurw • • • • TABLE tF. D€ . GN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP TO -TIP) :::=83 TYPES: A. 711W LAMINATED GLASS (3116 "A, .090, 3/16HS) FTL -3835 B. 7/16" LAMINATED GLASS (3/16" HS, .090, 3116HS) FTL -3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3116A,.090, 3/16" HS) FTL 3850 ;'; ;'; • : •;• D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3850 0 0 4 lAtioW L.Ak-, I.A►SS WINDOW "Y" DIMENSION "X' DIM. TYPE 28.500 34.000 39.500 45.000 46.500 48.000 •• 4i*QWG C,D +80.0 - 80.0 +80.0 1 - 80.0 +80.0 1 - 80.0 +80.0 7050 +80.0 - 80.0 +80.0 - 80.0 ; : AREA 9.70 SQ. FT. 11.57 SO. FT. 13.44 SQ. FT. 15.31 SQ. FT. 15.82 SO. FT. 16.33 SQ. FT. • • MAW A, B, C, D - +80.0 -80.0 +80.0 -80.0 +8070 70 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 10.79 SQ.FT. 12.87 SO. FT. 14.95 SO. FT. 17.03 SQ. FT. 17.60 SQ. FT. 18.17 SQ. FT. 60.000 A, B, C, D +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 11.88 SQ. FT. 14.17 SO. FT. 16.46 SO. FT. 18.75 SQ. FT 19.38 SO. FT. 20.00 SO. FT. 65.500 A,B,C,D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 AREA 12.96 SQ. FT. 15.47 SO. FT. 17.97 SO. FT. 20.47 SQ. FT. 21.15 SQ. FT 21.83 SO. FT. 71.000 A, B, C, D +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 70 +80.0 -80.0 AREA 14.05 SO. FT. 16.76 SQ.FT. 19.48 SO. FT. 22.19 SOFT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 74.5 +73.1 -73.1 +71.8 -71.8 B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SOFT. 19.36 SO. FT. 22.49 SQ.FT. 25.63 SO. FT. 26.48 SO. FT. 27.33 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B, D +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ. FT. 20.66 SO. FT. 24.00 SO. FT. 27.34 SO. FT 28.26 SQ. FT. 29.17 SQ. FT. A +80.0 -80.0 +80.0 �80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 •74.0 +72.2 -72.2 +70.5 -70.5 M ODUC r REVLMo B, D +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 " �' 69 Hwum AREA 18.41 SQ. FT. 21.96 SQ. FT. 25.51 SO. FT. 29.06 SO. FT. 30.03 SO. FT. 31.00 SQ. FT. '0 A +80.0 -80.0 +80.0 -80.0 +71.9 71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 c�t� B, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SO. FT. 22.67 SO. FT. 26.33 SQ. FT. 30.00 S Q. FT. 31.00 SQ.FT. 32.00 SQ. FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE I. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. goer aft UPDATE DESIGN F rUM PERASTME 1300.02 AM NOTES t070 TEcHhmcGY FLANGED UNIT DESIGN PRESSURES a� F.K 4� VO7 8 CLEANUP TA9LE 7 DESCRiP7701V AS HF4D/NGS. MWOMIS FL 94278 PW-701 NTS 5 F.K !.2/fSW A NOTE 1 ANCHORM WRH#12 P.O. BOX 9 ALUMINUM PICTURE WI NDOW, IMPACT _ �,� P.E. am DAW NOKOMIS FL 94274 Vtsfb�y Better a 72 4258 -4 B P ttu FJC 7/14W3 TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) .'. GJ..ASSrnPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) FTL -3835 • B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3116HS) FTL -3835 . .. ... .... C. 1 1/16" LAMI I.G., 3116HS, 7/16" SPACE, 711W LAMI (3/16A,.090, 3/16" HS) FTL-38 • g o o D. 1 1/16 " n LAMI I.G., 3116HS, 7/16" SPACE, 7/16 LAM] (3116HS, .090 3/16' r HS) FTL -3850 :: ••: ' N Wss WINDOW "Y" DIMENSION see • "X' DIM. . TY 28.500 34.000 39.500 45.000 46.500 46.000 .... .49 ' goo A,�, C, D +�. 0 -60.0 +80.0 - o. 0 +80.0 -80.0 +80.0 z.0 +80.0 -80.0 +80.0 -80.0 ;•• ;• AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT • • ° :: '500 • • AS, C, D +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 10.79 SO. FT. 12.87 SQ. FT. 14.95 SO. FT. 17.03 SO. FT. 17.60 SQ. FT. 18.17 SQ. FT. 60.000 A, B,C, D +80.0 1 -80.0 +80.0 7.0 +80.0 1 - 80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 A, B,C, D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 X0.0 AREA 12.96 SQ. FT. 15.47 SO. FT. 17.97 SQ. FT. 20.47 SO. FT. 21.15 SO. FT. 21.83 SO. FT. 71.000 A, B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 14.05 SQ.FT. 16.76 SO. FT. 19.48 SQ.FT. 22.19 SO. FT. 22.93 SQ.FT. 23.67 SO. FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SO. FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5. -74.5 +73.1 -73.1 +71.8 -71.8 B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SO. FT. 22.49 SO. FT. 25.63 SQ.FT. 26.48 SOFT. 27.33 SO. FT. A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SO. FT 20.66 SQ.FT. 24.00 SO. FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SOFT. A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +74.0 -74.0 +72.2 72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 Pa p ae�np - �wiaNeMb AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SO. FT. 31.00 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SO. FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 95 FT NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. r . UPDATEDESMPRESSURESPERA67ME IWO -WAND NOTE'S 1070 �� INTEGRAL FIN UNIT DESIGN PRESSURES tf A ,A;mw. HN FK 44M a CLEAN UP TABLE2 DESCRrPrroN AND HEADOM. NOMA", FL saa7s q1- UMINUM PICTURE WINDOW, IMPACT l Robert L. Oark, P.E. F.K 12/1&W A CHANGE NOTE 9 ANCHOWNO W?HAH? SCRElA� P.O. BOX f!+'79 »oer Daft Daw NOWNS. FL 34274 Visibly BettDr D� m a PE #38712 t=.rc 7114A" PW -701 NTS 8 12 4259 4 B s�„ , - .... .... 13 13 .... . ...... . • 2 .... ... 0 bL .......aA4 � • • 00 0 • • • ••• • 2 .7p�p •• • • •• •.• •• rl,2 • • • • • • • • . ••• • • • • ' OUTSIDE • • • • 2 10 11 17 18 21 22 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH 10 HORIZONTAL SECTION 11 (FLANGE FRAME) 2 20 8 20 W IN DO W HEIGHT 17 2 18 8 ALONG ALONG 8 ENTIRE 8 ENTIRE 21 INSIDE JOINT 2 JOINT 22 MAX. 2 DAYLIGHT 7 OPENING SCREWED CORNER ASS'Y KEYED CORNER ASS'Y 13 (FLANGE FRAME) mw�► 8 WELD (FLANGE FRAME) ascm wu ftr w w � _ a � � ALONG Mau 8 ENTIRE 2 JOINT 2 VERTICAL SECTION WELDED CORNER ASS'Y (FLANGE FRAME) (FLANGE FRAME) Wod&f. Caw , m r ,,,,, ,,, SECTIONS 8 CORNER ASS Y, FLANGED F-K 414107 8 NO CHANGE TM SHEET NOKOM FL 342Y8 ?ft ALUMINUM PICTURE WINDOW, IMPACT 3 FJC 12H5 A NO CHANGE TH/S SHEET P.O. tiQX 15 1� L. Clark, P.E. am" am a NOKOAAf3, FL 34274 Visibly Better 1 J N° ' PE "i'12 FIG 7114103 PW-709 7 92 4259^4 B svuch! .... . ...... . ... ... ,� .. 1 1 • • • • • • • ' " OUTSIDE 10 11 17 18 21 22 MAX. DAYLIGHT OPENING 13 MAX. WINDOW WIDTH 10 HORIZONTAL SECTION 11 (INTEGRAL FIN FRAME) MAX. WINDOW 1 HEIGHT 17 20 8 20 18 8 ALONG � 21 INSIDE 1 8 ENTIRE ALONG 22 JOINT 8 ENTIRE 1 JOINT MAX. 7 DAYLIGHT 7 T OPENING SCREWED CORNER ASS'Y KEYED CORNER ASS"Y (INTEGRAL FIN FRAME) WELD (INTEGRAL FIN FRAME) 13 AM P ba ft N8 le /fie 1 ALONG�s Uild 8 ENTIRE 8 JOINT 1 1 VERTICAL SECTION . a. a lff m �,. pvA Lo WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) (INTEGRAL FIN FRAME) /C 1070TCcHwUw SECTIONS INTEGRAL FIN F.K ~7 B NO CHANGE' nN Ma7 NKom n 346278 ftww. a �-� ALUMINUM PICTURE WINDOW, IMPACT F.K 12116/03 A NO CHANGE THIS SHEET P -O. BOX IM , .. UMMI N ohs: NOKOM64, FL 34274 ably Better s 10"x' A: PE #39712 �K 7114/03 Pi HAL 8 d 12 4254 B ITEM DW NO. PART # DESCRIPTION !$BSA 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2.784" •: : : : 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL see :. :. ; L: SCHNEE- MOREHEAD SM5504 ACRYL -R NARROW JOINT .. . . . . . ... SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD . A254 64254 11/16 LAMI I.G. GLASS BEAD 2.500 of : :•: : V. 17.24 STP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER .062" 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, .077" 15 BLACK 7116" LAMI QLASS: 3/16" ANNEALED -.090 DUPONT 17 BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ITEM 1, INTEGRAL FIN FRAME 11/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED MAIL: 6063 -T5 18 OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED -.090 DWG NO. 4256A DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED -.090 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16 HEAT 22 STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED MDUCTUVLUD " 1.875" "sca�wuntwr�a. .970 .346" — 4 �-- 06 .050" .975" .975" .050" .062" 2.784" ITEM 10, ITEM 11, 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME MAT'L: 6063-T5 MAIL: 6063 -T5 MATL: 6063 -T5 DWG NO. 4256 DWG N0.4254 DWG NO. 4253 . t 1070 TEGIINOLOOyORl1� EXTRUSION PROFILES & PARTS LIST F.K. 41407 B NO CHANGE TNlS SHEET NOKOMIB, FL 34275 7m ALUMINUM PICTURE f�/INDOW, IMPACT F:K 1211aw A NO CHANGE THIS SHEET P.O suer saw S ao � • OWKP.E. cmww F K 7114003 Da• M OMid, FL 34274 Vitsi'b& Better PE X712 PW-701 HAL 9 12 4259-4 B WOOD ANCHOR WOOD ANCHOR • • • • • •' (SEE NOTE 2) .... ...... (SEE NOTE 2) • • • • • s • • • • • • • • • 1/4 "MAX. .. 1/4" MAX. 1/4" MAX. SHIM j „ SHIM l SHIM •• :: •• :'• *f31"131A. MIN. • •• •x21 "NAIL 0 : 13/8" MIN. 1 3/8" MIN. �tRNERS o AEMBEDMENT © ® EMBEDMENT AND 5" O.C. WOOD BUCK OR FRAMING 2x WOOD BUCK 2x WOOD BUCK INTEGRAL FIN DETAIL A INTEGRAL FIN DETAIL B (SEE NOTE 3) FLANGED DETAIL C (SEE NOTE 3) CONCRETE ANCHOR CONCRETE ANCHOR (SEE NOTE 1) (SEE NOTE 1) 1/4" MAX. 1/4" MAX. SHIM SHIM • T 1� X SEE NOTE 1 FOR 9•• j, a;: • '; a EMBEDMENT SEE NOTE 1 FG>I't ; ; v 1x WOOD BUCK • ®EMBEDMENTi' ; Q• (SEE NOTE 3) . ' ® 3.5 KSI MIN. CONCRETE 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E OR 1 .5 KSI MIN CMU A NOTES: ® mmucr „v ftikrmft 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 13/8" Am mm MIN., 5/16" ELCO TAPCONS EMBEDDED 13/4" MIN. OR 114" SS4 CRETE -PEEK EMBEDDED 13/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE �9 - EDGE IS 13/4" MIN. Ito 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. °`` 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.,,,,i IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. Ow IF ON Rombw 107 0TEM OGYM VE ANCHORAGE - HEAD SILL AND JAMBS /� e f FJC 414/x7 B REVISE AND UPDATE ANChORMN PER CURRENT FBC Noxoms, FL 34218 m tam j / ALUMINUM PICTURE fy /NDOW, IMPACT FJG 12115M A CHANCE NOTE 1 AND FASTENER SPACING P.O. Box f 5?8 L Gl�k, RE Qum ey: Daft NOKOMIS, FL 34274 Vbiuy 8akr lYO I RM PE 439712 FJC 7114M PW NT.S 10 � 12 425&4 13 Str�Wra� TABLE 3. 1011 ON- CENTER DIMENSION BY ANCHOR TYPE -WOOD SUBSTRATE .... WINDOW "Y" DIMENSION VAND. X' 'a 1 20.0" 25.0" 28.5" 30.0" Q 1.,2.,4. 1.,2.,4. 1., 1.,2.,4. 1. 34.0" 38.5" 45.0" 46.5 48.0" .,4. ,2., 2. 4. •' • . Y X Y X Y X Y X Y X Y X Y X Y 1. 2. 1 4. 1. 1 2. 177 4. X Y X Y X Y X Y X Y X Y X • Y X Y X • ••• • • 49.0" • • • o s• O O.C. O rt�lPtcrt� 0 O d0 O Y X Y X Y X Y to co to Q* m 00 O tq pp r �°DN�N� ao ao N A N N N N P �.. r. r P P r r CO O P r t� t�S p t� P r r r r c� P �' C>3 N P P r t� N !� N P • • • • • t�? ! P !' r r r r P r �� • • • • C. �. O LA P K7 •• • P • Q• 1q P P li7 co K7 1q LfJ {� N O A O r t.7 P p p N N P p r O P 60.0" O.C. N N O N �``.. N O N P r r r P r O N r N r N r P r P r P r w N O O O N N Q0 P r t� r r r P �" A r O r t� N P N N N P P O to O to a P P Q O O O a N Nw r 6515" O.C.' N r �P�P�t� �trOmtr04r1 r P P r !' to P (A P Q� 0 t7 r `� P p P O r O r P !�j P ^ O O 71.0" r m O.C. � t0 co t0 o a5 to r 0 r tp a- O m t0 O P P r r P co CO ec N 141 CO r r P A P r N r P to r r w P �." r �.., r P P P h P M r P P CO N A V-. A P �" P A `� N r A ao e�3 N A N P P O p P 0 0 0 to � r O O P r r. w - 0 v- pp � P O r 76.5" O.C. � O e�3 r o , „� M �' rre�3 � o i l �� P o A O p 0 0 r Q P P r p� 0 0 p `• r `- P '' a r IN 0 w Q O r_ O p P O r P P P P O r O O P to 82.0" m m N O.C. '' .- P P r N co m O •r r 0 r to �'�,. r P r m co P r r m tD t0 O P O r t0 r r t0 O P r r tC P A P r N P OD r r P r r P P r P P r P M P N P P N N tm O co P O P P O Pr- O r O P 87.5" CO N O O.C. r N CO N 00 \ O �! r Y� P O v e- r co r CD t0 tq t m cco ti r �j r m m N m N t N O r �. r r v m t.4 r A r P r r O 'e- O O t� t� e- e- A y. �•. t� r ., P N P A Imo, P e� N N P r P to P p O r O O p P P P r to Go P Q P O P tb Co 93.0" Go O.C.'?"' O r ` v- r?s P O •- , P t� g , tt1 g T- T %- O o`o N tc> N N O r a`o r A P v- C4 P P O P P P O P P P P r P O M O r P r Q1 P P P O r r P^ to N r P P t� P 0 P Q r O P P r P tD O P 96.0" O.C. N ° r r N �- C4 N Pe-a P mv-c P N P om N�NtoNco N to P O r P P p r W O p O " 1 F ( D A N N v to tt? P O r r o O P r O r Q O P O MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) MAX. 81/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: F T DIM. L �- -- "X" DIM ---•� FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. F FK 14"7 I s INEWS Fu TEONIVOLODYDRIVE NOKOMIS, FL 34278 M; o. a sqx ssza OMI3, fI 34274 Visi Bette, WOOD SUBSTRATE ALUMINUM PICTURE W INDOW, IMPACT PW-701 NTS J 7 7 12 4259 -3 I B ANCHOR TYPES; 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.1/4" ELCO TAPCON 4.1/4" ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON `Robed L Clerk, P.E. PE #0712 Sh lewrvi ... TABLE ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE :"•'� : 0 0 : �' • WINDOW "Y" DIMENSION viii c ��a 1 . 2o.0 25.0" 28. 3 0" 0. 34. •� 0 1c, d 3.,4., 3.,4.,5 3. 4.,5. 3. 4.,5. 3. 4.,5. 3. 4. 5. 3. 45 5 45.0 .5" 48.0" 4. g 0 DIM. X Y X Y X Y X Y X Y X Y X Y X Y X Y - Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X • d. d r et m co maomcamm oo Y XY • • • • • � N r r" P � r r 4A � O � P � P ��! �.. ` �" � r � r• r_ — v- x t O CO 0 0 cy co 03 N p P N P N P► C� 4+� !� ! a N N Of r O NW ti O T -- 04 N N P P P r P ti r • • • :0.c' N O N O N Oo '• i i i . r O I�j P 1 d0 r g t� N P O O 0 9 m 9 • • • • • • • O1 p� P a•- r• ^ .� O O O N O N O O •• .• • ••••• • r n O O m pP P O �► Q GO W O co P O r• Q r_ P e73 O c�3 Q r P r 93 ?5 r �$ N N �" r- d0 O r O� r Of h► CO CO Q �P- O ^ N O P O P N 60.0" O.C. r N O I g N ao m m m 00 P P O m P P O O P OD 4fl O P O O r r . QO r P e r V-- l P N f• �`- QO r P •- P Q Q 4A m m W P P N m �- r 85.5" O.C. ' •= a �s � v- � �� `� m�trm 87.5" �mc m a er m P co Q O O O 4A %- �- O `` O '' .- `�' `� P �' `� r `� P r t+�3 N c�3 N m t0 m m CO �" �- h W r0 W Cl m O Q O to O p vm N �" W N P N m m m m 71.0" O.C. p irMv—F - ga m P r �m�mvmm P r �' ^ 01 O a r !7j r '� r_ r r P P O O N P N t0 m �r- O m r r 0 w r ap r ^ r P r r _ r t� ^ M r n ' a n' r r o r r N co P Q r• v- r r P r W w r Q m O P m co Q r P v- (� Q N� � N� N �� m 'd' r �"' � � o chi � c"$ � ,� c� � P r. _ � st c_Q co � m � ''- r ti O P O m O N O O Q P `� O O O� �" r r ;4 CAS 9 �g � r r r . � P �� m m m c P cc P P O Q P Q m 00 O m Oo O r P m �`•. Q P P N 76.5" O.C. Co 82.0" O.C. P P Q o t st _� m _m m m P P P r O O O p O r r r Q �$ ��' ffc 1 o; er- O CO ++� p �y OP P P P r r �T7 P P h r i'7 N r P P r r ^ p. W d! r O r m O O r P P O ti flp r P r r P O.C. N ° N N \ P N O O 0 �. P p M O N O P r P r• r r P t N O O 47p r co P ti r m 0 0 0 0 m O O P m o0 Ds PP r Lo do P 93 - r to O O N 1� r O O O d m O m W c0 .0 O.C. r r P �' N O� r r• r- co O r r- P r T P r e P O P O N P m P CO 00 O P r r P �-. r P r P r P r• r• m O O r o m ao O P 0 0 !- r O r P Q P P r 47 n P 96.0 O.C. T- V- N O ca3 : N r � N co N m m �-' r O m P N P !.. P n Q P O P r• P P P P P P \- r N P' P O P N P O m N N dD "t M W P O O O P m " O P N 1� m P r A ...v. 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS; MAX. ON- CENTER (O.C.) - X - AND °Y" DIMENSION FROM TABLE 4 (MIN. 2118" O.C. CONCRETE SUBSTRATE) DIM, MAX. 81/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR. L ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3..114° ELCO TAPCON 4.1/4 ELCO SS4 CRETEFLEX 5.5/16- ELCO TAPCON s L. GYark. P.E. PE 4:18712 shwk ral FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. ray: FK 4/4/07 8 _ NEW SHEET 1070 TEECIINMOGYDRIVE owl NOK4>IblS, FL 34{375 awn BY 0 P.O. BQX 1528 F. 7114103 NOKO 0 FL 34274 Wstbly Better CONCRETE SU BSTRATE ALUMINUM PICTURE WINDOW, IMPACT PW-701 NT$ 12 of 12 4259-3 B ;• „ • &,. •2F,NFR4•NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 3' UZING O TIONS: (SEE DETAILS ON SHEET 2) A. 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. •. • •. • •. • 8.6/18" 6AMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE • AAAX&QM INTERLAYER. 'C.�S/1®:LAm: CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. • • • D. CAMI bONSISTING OF (2) LITES OF 311W ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXMEEPSAFE • • • • /1XMAYMI•PVB. • • • i /'�0+` LAM! CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • ; ; • • • G.;1 3l14 I WI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER NOA DRAWING MAP H. 13/18" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 618" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE SHEET OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/18" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS GENERAL ............1 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. GLAZING DETAILS 2 J. 13/18" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 ELEVATIONS ..................... 4 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE VERT. SECTIONS ............. 5 OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. PARTS SECTIONS............ 6 L. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS PA LIST EXTRUSIONSS ... .................... 8 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ................: 7 M. 13/18" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 6/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR CORNER DETAIL .............. 7 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 8-11 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) A l DESIGN PRESSURES: (SEE TABLES, SHEETS 3) 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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. &7. REFERENCES: TEST REPORTS FTL-4845, FTL4848, FTL- 4847, FTL -4848, FTL -4849, FTL4860, FTL- 4851, FTL -4723, FTL4957, FTL -4968 AND FTL -6083. ANSI/AF&PA NOS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL PRODUCT' REVISED as emplybo Wilk at vw hb Cowd 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. ��n . 0322 06 Jl 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY gy HURRICANE ZONE (HVHZ). 1a70 OKWI oLL Dl�ve GENERAL NOTES d 7 RK 11/13W B TE 1 NOKOAAts, FL 34278 Imisw ALUM. SINGLE HUNG WINDOW, IMPACT AK MW A ADD Fn 4W TO NOTE Z P.O. egx I= Robert L. Clark, P.E. DOW D UMMIS, FL 34274 yam,, Better s 1 O NTS I sma l w ° 19 B PE *39712 F.K 9/1/w J.J. Z=7 S1`170D a 4Q4O -2U s ucburw ... .... ® NOTE: .... .... . . • 1 LAMI IG OUTBOARD LITES MAY BE • s • • • UPGRADED TO 3/18" WITH NO CHANGE IN DESIGN PRESSURE. ......... . 00 112" NOM. 1/2" NOM. . • .. • • . • 41' GLASS SITE GLASS BITE • .. .. . .. ... .. a EXTERIOR INTERIOR (ALL SECTIONS) • • . •s • • • • 3�7 •• 37 Qp (80,81 or 82 83,84 or 85 ( DO 70 1 /B" ANNEALED OR HEAT STRENGTHENED GLASS 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA. OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 61W NOM. 7/16" LAMINATED 5/16" LAMINATED GLASS 7/16" LAMINATED GLASS Ea 1/2" NOM. 1/2" NOM. 46 GLASS BITE 46 GLASS BITE 38 38 0 0 PRODUCT 86,87,88 or 92 89,90 or 91 ewwbc Cok puma 0 AM w a. zwkadu ° doll 70 70 a 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 7/18" LAMINATED AIR SPACE AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS® 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W/ 7/16" LAMI Isaw gar ,070TECMOUWDRnre �,,,^,� GLAZING DETAILS RK 11113/ 8 AW ITS9N 82 TO &16 LAMI La G.ASB AAA & LAMI K3 NOTE NOKOM93, FL 54276 mv ls� ALUM. SINGLE HUNG WINDOW, IMPACT F.K 1114(08 A NO CHANGE THIS S NEET P.O. Bax 1629 ROW L. Dark, P.E. W. 8er�edllodrt 8"Wr Dw�ama 1 "rr PE #39712 F.K W1105 J.1 2/23/07 NOKOTu, FL 54274 Vity Batley SN700 FU// 2 4040,20 B Strut2luel .. 111, FIANGF OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 1. •••� Bh4Ep4 +1 Fk ANGED WINDOW TIP- TO-TIP FRAME DIMENSIONS • • • • • • • WINDOW HEIGHT •O• WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" 76" MEETING RAIL .•. .'. '. ;48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 HT. • A,B,M +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 79.0 • • •• 5 A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 77.3 +75.9 -75.9 "X" S.4 SH 53 U8" A,B,M +80,0 -80.0 +80,0 .80.0 +79.61 79.6 +78.2 78.2 +76.9 76.9 +75.4 75.4 +74.0 74.0 ;.; q Mi $3:N8" . C,D,E,F.G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +50.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 ... . . . . . • • . • .. .. . . . ..... STANDARD VIEW S RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION ® TABLE 2. BASED ON FLANGED WINDOW TIP- TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "O"" WIDTH ®LASS TYPE 38 318" 44" 50 5/8" 63" 72" 74" 76" W MEETING RAIL 48" A, B, M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 H ' or A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 "X" SASH 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.8 -78.9 +70.0 70.0 +68.8 -68.8 +67.6 -67.6 l 531/8" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 88.0 +66.7 -66.7 1 +65.5 85.5 UP TO 631/8" C,D,E,F,G,H,I,J,K,L 1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1 +80.0 1 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTIONS TABLE 3. BASED ON FLANGED WINDOW TIP TO-TIP FRAME DIMENSIONS W HT. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH 76" FLANGED AND 75" INTEGRAL FIN) • MINUS WIDTH GLASS TYPE 171/6" 2211/16" 28 3116" 33 3/4" 5/16" 4413/16" 50 3/8" 5515116" - SASH 53118" D,E,F,J,K,L +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 1 +80.0 1 -80.0 1 +70.0 -70.0 1 +70.0 70.0 1 +70.0 70.0 1 +70.0 -70.0 HT. hr ' MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "X" SA SH A . 5118" LAMI - (1!8 "A,.090,1 18"A) FTL- 4847, 4648, 4723, 4857 B. 6116" LAMI - (118 "A,.090,101 -18) ^_� -� � _.. FTL- 4647, 4648 C. 5/16" LAMI - (1/8"HS,.090,1/8 "HS) _ __.__..._ __.._..._............---- -_ -. -. FTC- 4647, 4648 D. 7/16" LAMI - (3/16 "A,.090, 3116 "A) _ FTL- 4845, 4885 E. 7/16" LAMI - (3116 "A,.090, 3 116 "HS) FTL�1845 - - PRODUCT REWED F, 7/ 16" LAMI - (311("HS,.090, 3/18 "HS) - _ _ FTL-4646 rem wFirli G. 13116" LAMI IG - 1 /8 "HS, AIR SPACE, 5/16" LAMI - (1/VA,.090,118 "A) r _ FTL -4646, 4723 °Y -- - - �, " Of. H. 13116" LAMI IG - 118 "HS, AIR SPACE, 5/16" LAMI - (118"A,.090,1 /8 "1-IS) FTL -4646 1. 13116" LAMI IG- I/IrHS, AIRSPACE, 5/18" LAMI - (1/8"HS,.090,1 /8 "HS) FTL -4646 AV M J. 13/1 LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3116 "A,.090, 31%'A) FT64649, 4650 K. 13/16" LAMI IG - 1 /8 "HS, AIR SPACE, 7/16" LAMI - (3 3/18"HS) FTL-W9, 4650, 4968 L. 1311W LAMI IG 101-IS, AIR SPACE, 7/16" LAMI - (3118"HS,.090, 311WHS) ~� FTL4%9, 4650 M. 13116" LAMI IG - 1 /8 "A, AIR SPACE, 5/16" LAMI - (118 "A,.090, 1 /8 "A) FTL -3 NOTES 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP- TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM.® arse own*b ra ��,,� DESIGN PRESSURES F.K 11113 B CY87OM FORMAT OPS ADD 1Wr. Rt4 UPDATE 7 NW MM MM FL 3WS mw 750w aw ALUM. SINGLE HUNG WINDOW, IMPACT P.O. BOX M Robert L. Dark, P.E. F.K 112006 A FTL- 4T23TO GLASS TYPESAAl1DQ a e� agar a�nyHo, rr«e mmw FJC 9/1/ J.J. �A77 HoicoMis, FL 3W4 V"& Beam NTS 3 �► 11 4040`20 B ftuctural .. . .. 531/8" MAX. FLANGED WIDTH • • • • • • • • • 521/8" MAX. I.F. WIDTH . .. . .. . . . . • • 49 5 /8" MAX. I FIXED DLO ( ) D C ..... ... .. . • • • • • • f 75" MAX. 75" MAX. • 75" MAX. • •. SSE DLt? • I.F. T A A I.F. I.F. TABLE / D HEI HT SEE DLO HEI HT SEE DLO C � HEI HT .. .. .. TABLE O % ® TABLE O j • . • • • • • • 78" MAX. 76" MAX. 76" MAX. FLANGED FLANGED FLANGED 38 7/16" HEI HT HEI HT HEI 3HT SEE DLO 7 T - TA X % S ASH MAAX.. SEE DLO X % S ISE SEE DLO (MAX.) HEI HT ABLE / NO X 4 TABLE 481/4" MAX. VENT DLO (ALL) DETAIL B DETAIL C DETAIL VIE SASH) RADIUS TOP (STANDARD SASH) 1/1 B E-+1 VE RTICAL G OPENING 76" 75" AX. I.F. I. FIXED LITE F. HEI HT E --j HEI 3HT LOW HIGH S EE j STS O DETAIL SILL SILL 0 _ / A 341 34 3/18" / 78" MAX. / 76" /2" B 41 5/8" 41 1/4" FLANGED FLANGED C 411/4" 40 7 /8" HEI HT HEI HT D 52 5 /8" 52 11/16" E 521/4" 52 5/16" SASH PMDUC • REv» raffift SEE DLO TABLE X SASH SEE DLO TABLE X / SASH LOW HIGH�� . HEIGHT / HEIGHT DETAIL SILL SILL Ataeptaaee O� A 341 /2" 34 3/16 "� B B 27 7/16" 271/8" DETAIL D DETAIL E C t27 7/16" t27 1/8 " 3/8" 3/4" VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) E 3!8" 3/ " AB 5. NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A im TECHN01mr OPM ELEVATIONS 6 F.K 11/13VB B ADD WEGRAL FIN aFj VMSAW CHQ NOTE 3. ADD NOTE A NOKOW, PL 34278 P mr AK v2�oe A No CHANGE THIS sT ALUM. SINGLE HUNG WINDOW, IMPACT P.O. BOX 1629 Robert L. Clark, P.E. q. p Dow NOWAK F. 34274 Vbi Deco �a4r0w't soft l eft l oaftm PE#M?12 r F.K 011105 J.J 2&"7 sHroo NTS 4 �► 11 4040 -20 s rei • —2 '� p NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR • • • OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. 26 27 NOTE: BALANCE PARTS USED • • • 1 INSIDE INSIDE MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT ••• • • •• 31 9,10,11,15,16 . • • • . . . . • • . .. .. . .. .... .. 09 0 0 s .. . . . • • • • .. es C O — .. .. : 0 : .. Ar ..• .• :6wmo 2.710 LITE 7,8 OR 17 DAYLIGHT 25 OPENING OUTSIDE ' 25 MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A 6 OUTSIDE INTEGRAL FIN I.F.) FRAME SECTIONS INSIDE 23 47 50 MAx. HEIGHT 21 2. gh HIGH I 0 SIDE I SI L 2. 30 I 2: _oMn_ I LOW SI MAX. VENT DAYLIGHT 49 HIGH SILL 4$ LOW SILL HEAD JAMB OPENING _ _ _ _ — _ _ — _ _ 68 2. &I.F. FRAME q 2$ (I �DUCF REvgm 53 ncamwith dke Ph Idn OUTSIDE COe I Aces 1Vo ZOl! 6 53 VAUfftftnedW 2.s�0^ 2.948" 63 JAD 52 (LOW SILL) (HIGH SILL) SEE NOTE ABOVE 54 64 3 30 12 ULTRALIFT 69 ULTRALIFT 67 ONLY SECTION B-B 12 ONLY SEC TO � � (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL - FLANGED VERSION) '1070 TECHNMOG SECTIONS F.K 11/13W B ADD l.F. SEC770NS & COAfSOiIDATE BAl. CxS NOKOMiB. FL 342713 P a �� ALUM. SINGLE HUNG WINDOW IMPACT Robert L. Clara. P.E. 9 � � 4W A CHANGE TH/3 SHEET NOK�11f�8. F 34274 V"& &tW 8mw �c Ma 1 7B PE #39772 F K 9/1/0 J.J. Z!2 w SHfOD Half 5 d 11 4040'-20 structural . .. mm DWG# DESCRIPTION PGT# ITEM DWG# DESCRIPTION Pow • • •; ;1; • M22A FLANGE FRAME HEAD 612225 60 1835 SCREEN SPLINE -.135 DIA HARD 61635K • 1 5 T #8 X 1.000 QUAD PN. SMS 781 POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 63 506 GLAZING CHANNEL (.688 X.500) 6533402 pl 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH, BUGLE TEK 706X1 • 4 GE FRAME JAMB 612227 67 GLAZING TAPE,1 /16 X 1 /2 - 7/16 LAM 62M 510 4Q28 ' SASH STOP 812244 88 4051A SASH BOTTOM RAIL (HIGH SILL) 84051 40 8 H STOP (EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL (HIGH SILL) 64060 4029 SPIRAL BALANCE, 318 ", 6/8 , OR 11/16" 70 SILICONE, DOW 899, 996 OR EQUIV. 80 BALANCE COVER, 3/8" OR 5/8" 6BALCVRO16 80 A GLASS, 6/16" LAN, (1/8 "A.090 PVB,1/8" #8 X.750 PH. PN. SMLS 7834AA 81 B. GLASS, 5116" LAM, (1/8 PVB,1/8 "HS) BALANCE BOTTOM BRACKET 7BALTBKT 82 C. GLASS, 5/16" LAM, (1N "HS,.090 PVB,1/8 "HS) 13 108511086 SASH TOP GUIDE 42504 ® 83 1 D. GLASS, 7116" LAM, (1/8 "A,.090 PV3,1/8 "A) 16 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 84 E. GLASS, 711W LAM, (118 "A.090 PV19,1/8 "HS) 16 1080 -1 BALANCE COVER, I IMW SBALCVR670 ® 85 F. GLASS, 7116" LAMB, 1/8 "HS,.090 PVB,1/8 "HS) 17 4053 SASH STOP COVER 64063 86 G. GLASS, 13/16" LAMI IG;1/8"HS, AIR SPACE, 5/16" LAMI, (1B "A,.090 P\6,1/8 "A) 18 4029 -1 SASH BRACKET 7ULBRKT 87 H. GLASS, 13/16" LAM! IG;1/8"HS, AIR SPACE, 5116" LAMB, (1/8A.090 PVB,118"HS 19 #8 X 12" LG. PH. FH. TYPE F S. STL 7832X12FPFX 88 1. GLASS, 13/16" LAM IG;118 "HS, AIRSPACE, 6/16" LAMI, (1 /8"HS,.090 PV13,1/8"HS) 21 4064C FIXED MEETING RAIL 84064C 89 J. GLASS, 13/18" LAM IG;1/8 "HS, AIRSPACE, 7/18" LAMS, (3116 "A.090 PVB,3/16" 23 4006C SASH TOP RAIL 64006 90 K. GLASS, 13/1 6" LAM IG;1 /8 "HS, AIR SPACE, 7/16" LAME, (3/16 "A.090 PVB,3 /16 "HS) 26 1236 WSTP.,.170 X.270 BACK, FIN SEAL 67816G 91 L. GLASS, 13/16 LANG IG;1/8 "HS, AIR SPACE, 7116" LAM{, (3/16 "H8,490 PVB,3 /16 "HS) 26 1096 SWEEP LATCH 71096 92 ML GLASS, 13/16" LAMB IG;1/8 "A, AIR SPACE, 5/16" LAMB, 0/8 "A, -090 PV6,1 /8 "A) 27 1016 #8 X.625 PH. FL. SMIS 7868 2.87 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYI. 6TP249 2 ' 7 � - - � 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32"X25/64"X 1" 71622K 1 30 3. 36 1062 LAMB IG SETTING BLOCK 1 "X3 /4" X 1116" 71062K 37 1224 VINYL GLAZ BEAD BULB (THICK) 6TP247WK 38 1225 VINYL GLAZ BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 6/16 LAM. GLASS. 640398 47 FRAME, I.F. HEAD 42 40446 GLAZING BEAD, 6/16 LAMB W/GRILL KIT 644703 ® #4071A. 6063 -T8 44 4222A GLAZING BEAD 7116" LAMB 6+222 FRAME, I.F. LOW SILL WK3 45 985C GLAZING BEAD, 7/16" LAM RILL KIT 6985 48 #4072A, 6063 -T6 46 4067 GLAZING BEAD, 13/16" LANG I.G. 64067 2 47 4071A FRAME, I.F. HEAD 64071 PAODucrREVIM 48 4072A FRAME, I.F. LOW SILL 84072 2.374 a° �'� ue � 49 4073A FRAME, I.F. HIGH SILL 64073 �""° _ Z � 4'b 50 40748 FRAME, I.F. JAMS 64074 ® 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 .082 NOM By 53 1088 SPRING, SILL LATCH (EGRESS) 78PRNO THICKNESS 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 2. 1 56 1014 SCREEN FRAME (HOR. & VER.) 61014 NOM 56 1630 SCREEN CORNER KEY WIRINGS 71630 THICKNESS 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 68 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.135 DIA FOAM 81624K 50 FRAME, I.F. JAMB FRAME, I.F. HIGH SILL #40748, 6063 -T6 ® 4� #4073A, 6063 -T8 (USED AS RADIUS TOP HEAD) asr,esr Oft Dow" G K3 7 PARTS LIST 4 AK 11/13W B CM. � 7 & 13 � 1 �OK� F-�� ALUM. SINGLE HUNG WINDOW IMPACT PO. I= Rob6 Clerk, P.E. F.K 11Z4/I78 A �t�UVOE TtK3 SHEET P.O. w 34274 ably dwKaaet sdrx onr�Na Lip PE X139712 F.K sI�1/05 J.d ?l23/07 NTS 8 d 99 4Q4Q -20 I loftft 'ai • • • • � � I.F. FRAME SEALANT ALONG ENTIRE JOINT . •• •• • • •• •• 1 or 47 ... . ..... 2 I.F. FRAME �- 2.784 .082 • • 2.830 2.330 1'363 .. .082 .. 6 or 50 ••• ; ; X..•� - FLANGE FRAME HEAD • • • • #4002A, 8083 TS . �••+ -2.784 i N . . . ... . . . . .. .. . ....... 1.749 ( FLANGE FRAME SILL (LOW) WELD `:J 6 Or 50 ALONG ir— #4003C, 8083 -T8 SCREW SEALANT OR GASKET BOSS (2) l AT HEAD AND SILL 2.710 1 -1.513 �{ .738 .082 .082 .490 ,Gap I f T VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION 6 FLANGE FRAME JAMB Q #4025,6063-T5 7 #4053, 8083T5 .060 #4004, 8083 -T6 1 USED AS RADIUS TOP HEAD .185 �+— ( ) � I .878 2.328 1.098 �- - ---- -� FL 1 ' 2 r -•-- -2 °279 ----� 062 1'349 GLAZING BEAD (41 5/16" j _1 #403913, 8083 -T5 I ff 1.979 .062 • 1.707 .062 SASH SIDE RAIL .082 S #4008,6063-T5 FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL (LOW) 21 #4054A, 6083HD -T8 23 #4006C, 60631-18-TO 28 #4007, 8083-T5 � •878 .05 GLAZING BEAD 5/16" a�uur��v #40448, 6083 -T5 C 2.326----1 1.096— •�� ---►1 T (USED W/ GRILL KIT) rApirs" , mil l .062 2.948 44 GLAZING BEAD 7/16" '` 3.448 063 #4222, 8-T5 83 2.838 .883 ,050 .082 •060 -•-- .678 1.097 GLAZING BEAD 13/16" IG �--- 2.784 - 1 O #4067, 8083 -T6 SASH BOTTOM RAIL (HIGH) GLAZING BEAD, 7/16" DOW 69 FLANGE FRAME SILL (HIGH) 68 #4061A, 6063 -T5 45 #985C, 6W3-T6 #4050A, 8083 T® (USED W/ GRILL KIT) wader. Oar: l6Mrm a CO r to r.. 1070 TEOHNOLOGY DRNE EXTRUSIGNS FRAME CORNER DETAIL F1G 11/13W B ANQUENADE=21AU NOKOMM, FL W, F qc m y P.O. �x 1� ALUM.. SINGLE HUNG WINDOW, IMPACT Robert L. Cla P.E. F X 1/2M A NO CHANGE THIS SHEET ad ft l amw N „ D� 6A Crae per NOKOMEi. FL 34274 Vbi* Batte9 PE #38712 FA VIA18 W. 1 /07 51f►l0�o H8/f 7 77 4Q40 20 B Sauaurai • ... ANC�H01; QUANTITIES FOR IM FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: .... . ..... . • . • i WINDOW HEIGHT 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS • 2 -1/4• ELCO 854 CRETE -FLEX • • • • kb6TRA'T9 � • 28.603 34.603 40.603 46.603 52.503 58.603 64.603 76.000 3 - #12 SCREWS ANCHOR TYPE: a U U a U' U o U U C� U U U U o U U U U 0 U U • • • • • • M z z Cl z z ch z z ch O z a eo $ z z ch C N z z c� z ch z z 2. ANCHOR LOCATIONS ARE BASED ON THE i i ••i r i `S �UN - 0C4 C %r N NO '' - ON O ON� c%r N 8 0 FOLLOWIING DIMENSIONS. •••••• .. Wl[?TH •.1�LPE U U U U U U U U U U U U U U U HEAD - 181/2" MAX. FROM TOP CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS - 171/2" MAX. FROM TOP CORNERS C,D,E,F,G, . , ., . 15" MAX. FROM BOTTOM CORNERS •• •• •• AfJ,K,L 1 21.1 11 1 1;22;2 2222 22x22;2222;22,22;22.2232233 6" MAX. BELOW MTG. RAIL •• ••• • 119.225• 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 SILL - ANCHORS NOT REQUIRED ••• ;. B,M 1 1 2 2, 2 1 2 2± 2 2.2 Z; 2 2 2 2 2 2 2 2: 2 2 2 2 2 2 2 2: 2 2 2 2: 2 2: 3 2 2 8 3 3.1NSTALL PER THE ADJACENT TABLE ANCHOR 1 2 1; 1 1 1 1 2 1; QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. H,I,J,K,L 1 21 1 21;21,21:22:21 22,22 :22.22;22:22 ;22;22'32;22.2 2;32.22;3332123 :3 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ®ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1.21 112121; 21;22.21 22 2222. 222222 ;222232 ARE 1 "LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 5. DESIGN PRESSURE LIMITATIONS: 32 000 H,I,J,K,L ,2 1:2 2'2 2 3 1 2 2: 2 2! 3 1' 2 2.3 2 3 2 2 2.3 2 3 2:2 2 1 3 3; 3 2 3 3 3.4 3 2 3: 3 3 4 3 3 414 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A ' 1 2 1 2,2.2,2 3 1:'2 2: 3 1;2 2 3 2 3 2 2 2 3 2 3 2 2 2 ; 3 3 3 2 2 3; 3 3 4 3, 2 3 3 3 4 3 3 4 4 OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE C,D,E,F,G, 1 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 1 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN KI,J,K,L 2; 2 1 2 2 2 2'3 1.2 2: 2 3 2 2.3 2 2 2: 3 2 3 2.3 2.3 3 4 2: 3 3 3 3: 4 3 3 3 4 3 5 3 3 4.4 PRESSURE FORTH RESPECTIVE SIZE 37.001? 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 1 . 2 2 1 2 AND GLASS TYPE IS A ' B ' M 2 2 1 2 2 2 2 3 2 3 2: 2 2.3 2 3 2 2 2 3 2 2:3 2:3 3 2 3 3 3 3 3 3 3 4 3 5 4 4 AVAILABLE. PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 2.2 1 2 2.2 2 3 2.2 2 3 2 3 2.2 2.3 2 3 2 3 2 3 2.4 2 3 3, 3 3 4 2.3 3.4 3 5 3 3 4 4 5 3 3 4 4 AB 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221;2222;3222:32. 3222;32.32'32; 3242 .33':3342:334353;3344.53,34:4 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 72 2 2 2 2 2 3 2 2 2 3 2: 3 2` 2 3' 3 2 4 2 3 3 3 3` 4 2.3 3: 3 3.4 2 3 3` 4 3 : 5 3 3 3 4 4 .' 5 3 4 4 5 MAX. PSF F§Wb em w116 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SDP LIMITS !Z Iuu �V15t�D a ft 222.22; 2232` 223232,23; 32423333 :4233;33 :4233'43:53;33:44:53445 SaWia Code JAABOVE2 3 e MB . , PSF 79 79 LUG RAIL g Izac�e , 0IJ C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW J- III 48,000 H,I,J,K,L 2 2 2' 2 2 2 2: 3 12 2 3 3; 4 2` 3 3 3 3' 4 2 3 3 4 3.4 2 3 3' 4 315 313 3; 4 3 5 3: 3 4 5 4 6 3.4 5'5 MTG. RAIL A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 222; 2222 ;32:2233 33,4353;33'43'53:34'54;63:45;5 (FULL DP) PSF 72 79 79 HEAD 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2� 3 3 2 3 JAMB ABOVE 2 3 r1l 53.125 H,I,J,K,L 222222232: 22133 :42;33'43 :42'33: 4343 ;33�43:53�34'44;63�4454i6345�6 MTG.RAIL A.B.M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW 2 2 Z<2 2 2 2 3 2';2 2 3 3 4 2.3 3;4 3 4 2:3 3'4 314 3`3 3;4 3 5 3;3 4,4 4,5 3 3 4;5 4:6 MTG'RAIL w7mw. NOT" ANCHORAGE SPACING, 1/1 WINDOWS �� FX 1INS B B ADD DPMA)L WH @iEANCHORC7YfSRE3Ti�lCTEDBYS+t� NOKGINIS,R34278 7 ft FJC 04ft A NO CHANGE 7W SHEET P.o. Bpx asp AUM HUNG WINDOW, IMPACT l or �,� � �,�, P E ldOiC�dl�, FL94274 Visibly Better app NTS 8 d 91 4040 -20 @ PEA aft FIG 7 J«I. ?/x91I7T • .... ANCHOR �fANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: :'.': : :'.': 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS WINDOW HEIGHT 2 -1/4" ELCO SS4 CRETE -FLEX • • • • S013bTRATY 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ® 3 - #12 SCREWS • ANCHOR TYPE. Q U U U U U O U U O U U O 0 U O U U O U U O U U 2. ANCHOR LOCATIONS ARE BASED ON THE • • • • • �� •GIr�iS Mv N Z P ZM N �ZMO N Z�Ztrl p N P ZM N Z�Z M N Z�ZM N Z P Z • c�i O O c�i O O c�i OZ �i O O �i O Q O m O O c i Q O c4 O O FOLLOWING DIMENSIONS: W , • E U U �g U U U U U ?,,, v U U U V U U U HEAD - IS 1/2 " MAX. FROM TOP CORNERS ••• C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS -171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS •• '19x1 �b' • U J,J,K,L 1 ':1 1: 1 1:1 2 2 2:1 2' 2 2:2 2A 2, 2 2::2 2': 2 212 2 2 2 2 2 212,.2.2 2: 2 3; 212 2 3 2 3 2 2 2 3.2 S" MAX. BELOW MTG. RAIL •; 1 1 1 1 1 1 1 1 SILL - ANCHORS NOT REQUIRED 1 1 1 1 1 1 1 1 1 1 • 0 . •••• 1. 1 1: 1 1. 1 2 2 2. 1 2 2 2 2 2 1 2 2 2 2 2, 2 2 2 2 2 2: 2 2 2 2; 2 12� 2 2! 2 3: 2 2. 2 3 2 3: 2 2; 2 3 x 2 3. INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 E 22E 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 H, I,J,K,L 1 1 1 1 1 1 2 2 1 1 2; 2 2' 2 2 2 2' 2 2 2 2, 2 2:2 3' 2 3 2 2' a 3' 2 1 32 a 2 3 2 3 2 2: 2 3' 2 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1;1 1 2 2 1,1 22 2:2 2;2 2 2:2 2;2 2 2 3'2 3 2 2 3 2 3.2 2 2 3 2 3.2 2'.2 3 2 ® ARE1 LESS. PSF 68 77 '5 DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H, I,J,K, L 1 1 1 1 1 1 2 2 2: 2 2 2 2 3 2: 2 2 2 3 : 3 2 2 3, 3 3; 3 3 2 3, 3 3! 3 2 2 3 3 4 3 3 2 4 3 4.3 3 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 9 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M - - .... OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE 1 1 1: 1 1 - 1 2' 2 2 2 2 2 Z2 2' 2 3 3 2 2 3'3 3 3 2 3:3 3,3 2 2 3:3 4.3 3 2 4 3 4!3 3 2 MAXIMUM DESIGN PRESSURE FOR THE PSF 59 67 79 RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37,000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2.2 2 3 3 3 2: 2 3 3 3 3 3.3 4 3 3:3 3 2 3.3 4 3 3 2 4 3 4.4 3 4.*3 AVAILABLE. 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1111112 (22'22.22322233322333'3334 :33332334332434;43243 PSF 54 79 102 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 44.000 H,I,J,K,L 1 Fl 1 I f 1 il 2 2 2 2; 2 2.3 2 2 3,3 3 3 2:2 3,3 4:3 3 3 4.3 3 3 3 3 4 4 4 3.3 4 3 4.4 3:3 5 3 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M _...._ _.. - ..._ ._....... 1 1 1 1 11 22222;22,322333'32, 2334 .33;343333;3434.43;34 :34:43,353 TABLE KEY PSF 49 79 56 79 1 79 1 1 MAX PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z (DP LINaTED) 997 rPRODaclrsv 44.000 H,I,J,K,L 1 11 1 11 2222223:32 3; 2334 2 3 3w 3 414 3 :34.34:4334;34;4334 °34 - 4335;4 �„�om�wkbdoF A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD ..3.. � alormom &.1 22 313223i 334233:34 :4334134 :43!343443 :34?3443*3514 A 3 3 MT. RAIL PSF 45 74 51 74 79 79 JAMB BELOW C,D,E,F,G, 2 2 2 _2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 3 2 2 MTG RAIL 48.000 HJAK,L 1111 11 222 ;222332;23.33: 4333' 3443 ;34;44;43!34;4444:35;44;44:35 : 4 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 A,B,M _... _.. _ _ T.... (FU LL DP) 1111 11222: 222332j2333143:33134�43 ;34;44;4334;44,44:3544.44:35;4 HEAD 2 PSF 41 87 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 _3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAS ABOVE 2 2 H,I,J,K,L MTG. RAIL 53.125 9 1 11 1 122222233333`34`43;34'44;43: 3444..43134'45154:35.45.54.35;4 JAM BELOW 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 ARTG RAIL A,B,M - _ 1 1 1 1 1 1 2 2 2.2 2 2 3 3 3:3 313 4 4 3,34;4 4 3,3 4.4 4 4 3;3 414 5 4 4;3 5 :4 5 4:3 5;4 HM ANCHORAGE SPACING STANDARD VIEW l RK 11/13W B z MA)GWHEREAA►CHORQTYfS�BYS�E NO OM 3� }°" RK 144W A NO CH4NM TM SHEET ALU M. SIN HUNG MNDOW IMPACT Rob c1mk, P.E. F.K J.J. WW? NoKOM�, r�.3a2�a Vbdy Bstte� NTS 9 d 1 1 4040.20 a P ? • •• Aj4CNOR,0MNTITIES ABOVE MEETING RAIL HEAD S JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE (VOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS • jtotRAM • • 17.125 22.668 28211 33.754 1 39.296 1 44.839 50.382 55.925 2 -1/4" ELCO SS4 CRETE -FLEX ANCHOR TYPE: — o v o o U v o U U o o o o o o U o 0 0 3- #12 StkREWs WINDOWGLASS�ON5�zc ►L(�NZPzc�Oc%j N Z�ZMC N z % - zMO N z v -z 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING Ta 'gyp • N U V N U V N U U N U U N V t�.l N U U N V tp) N V I gp MAX. FROM CORNERS DrE, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS - 171/2' MAX. FROM TOP CORNERS • • • 19425 • K,L i 11 1/2" MAX. ABOVE THE MEETING RAIL 1 1 1 2 2 2 2 2 2 2 2 a 2 2 2 3 2 3 3 2 3 3 3 3 6" MAX. BELOW MTG. RAIL •�• • D,E� 1 1 1 1 1 1 1 1 1 9 1W MAX. FROM BOTTOM CORNERS • ..... 1 1 1 2 2 2 2 2 Z 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL - ANCHORS NOT REQUIRED •s • ��• D 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM K,L 1 1 1 1 2 2 2 1 3 2 3 3 3 3 3 2 3 4 3 4 4 3 1 4 5 3 5 1 (� V IEE SI WINDOWS FROM RIA OF NOTE N 2. USE TABLE FOR PSF I 79 ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 Z 2 1 2 2 2 1 2 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 5 4 6® WINDOWS ARE 12 5/8' MIN. TO 38' MAX. PSF 79 79 79 78 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR jS FLANGED WINDOWS, INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 Z 2 2 Z 2 2 2 2 2 2 2 2 Z E a 2 2 2 2 2 1" LESS. K,L 1 'f 1 2 Z 2 3 3 3 4 3 4 4 3 4 4 4 5 5 4 6 8. DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 79 ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 5 4 5 5 4 6 SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 78 PRESSURE FOR THE 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND GLASS TYPE IS K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE. PSF 71 79 63 71 79 64 74 88 77 1 69 69 ® TABLE 7. KEY: 53.125 D,E,F,J, 2 2 ! 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L - 1 1 _1 - 2 2 2� . -3 3 3 _ 4 4 4 5 4 5 8 5 6 8 5 7 6 5 7 MAX. PSF (DP LMTED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAL 43 ABOVE 2 SASH HEIGHT MTG. RAIL SUBSTRATE. 12.776 15.776 18.776 21.776 24.778 1 27.776 30.776 31.106 ANCHOR TYPE- ° o o v �_� WIND C N p m p FULL DP `"g �"'NB�,`"NB�"'Ng�� HEAD 2 WIDTH �y JAMB ABOVE $ r"Ducr uvom 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 G, RAIL NCM wim re m - 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 > f . 6(o 32.000 2 1 2 2 Z 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 E 79 37.000 ® TABLE 8. KEY: s 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 MAX. PSF 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 1 3 1 4 (DP LIMITED) 112 44.000 68 78 JANE BELOW1 Z 2 2 2 2 2 2 3 2 1 3 3 1 3 3 4 1 3 1 3 4 3 1 4 5 1 3 4 5 I MTG. RAIL 48.000 63 72 79 2 a 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 FU( LL DP) 73 56 66 72 JAMB BELOWB 53.125 2 2 2 2 2 2 3 1 3 1 3 1 4 1 3 4 4 1 3 14 1 5 1 3 1 4 1 5 3 1 5 5 3 L 5 MTG. RAIL away 1M7WHNOMOME ANCHORAGE SPACING CUSTOM VIEW Fx 11/1 B B ADD A�NG WHAZ6 OR QTYP3 "8Y NOKOMIS. FL M5 d� n A nro cr> THIS stir P.o Ddx NOKO agx 1s� ALUM. SINGLE HUNG WINDOW, IMPACT Fx 1 c,, P.E. Dane A 2 94274 ` &Abiy &Weir r PE #39712 F Fx 7 ,,Ur 2aNT 6h7W NTS 1 10 d It 4NO 1 7 B I siruaurei EXTERIOR INTERIOR ® } NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY USE ONLY MIAMI -DADE COUNTY , DETAIL .� •. • ••• •• •. • ALL HEAD AND SILL APPROVED 114" ELCO TAPCONS OR 1!4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM 'AA ' ' "' CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 13/4". 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3),& 2x WOOD BUCK WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G6) OR • �. ®(SEE NOTE 4) (SEE NOTE 2 & 3)A 1/4' SS4 CRETE -FLEX. ... , ... • • 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. '; ": ::::• a ; 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1 x ARE BUCKS WHOSE •• R' a •. 13/8" MIN., 1/4' TAPCONA TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE . , •9 3/4" MIN„ 1!4" CRETE -FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" ,� .. O$'j101yAl" 1x.. p 1" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE • 'WpQD j M r . ® ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAl/!NG JURISDICTION. W : ESEE.NO'E 4) : ___1 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1I4" 1/4" 6083 -T6 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE -- ----- MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 114" 1 3 /S" MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4" MAX. SHIM 1. i MIN MIN •. 1/4" MAX. SHIM . 6• ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANS UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, • •.•:. EDITION, SECTION 2003.8.4 (SUPPLEMENT 2006). • CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING® RAIL. (SEE NOTE 1 & 3)® RAIL. (SEE NOTE 2 & 3) 10 3.35 KSI MIN. CONCRETE INTERIOR r, OR 1.5 KSI MIN. CMU (ALL JAMB DETAILS) EXTERIOR 1 x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4% (SEE NOTE 4 )® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. 114" SHIM WOOD FRAME MAX. PYOp{F WOOD FRAME p `� [SHIM p{ tt7�� wilbdom " .131" DtA. MIN. �Dm •�� x 2 1/2" NAIL, .131" DIA. MIN. AT CORNERS �1 ode �'red�t x 21/2" NAIL, AND 5" O.C. WOOD FRAME AT CORNERS AND 5" O.C. .131" DIA. MIN. 114" x 21/2" NAIL, MAX. AT CORNERS SHIM AND 6" O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE AM MEOW FIN c� u�arE& REO�MOTES ,ovaM� WOUr0� ANCHORAGE DETAILS /m Io F 11 /13W B INO 7. UPDA SWEDMENrD/M NoKO , �. s 's" FK 1124MO A NOTE 6 RE FAT HEAD ANCHORS P.O. �c teas ALU M. SIN HUNG WINDOW, IMPACT stone P.E. a� o nroxat, , Fl. 34V4 NTS 111 �? 4D4a -20 B ,ra� F.K w1im J.J. ZM7 ANCHORS DETAIL "B", W ANCHORS DETAIL B C OR D AT BOTH » '"D •' .ANCHORS DETAIL A ANCHORS DETAIL "B' „ C OR AT BO�I-I' • ' • ' ' ENDS AND AT BOTTOMS C OR D BOTH ENDS ENDS AND AT BOT ;QW? . ; AJV CH(JRS DETAIL A • ••• •• • W • ... % H L .. ANCHORS DETAIL "B", "C OR aa 0 LOTH ENDS H2 2 t � M3 H at7 H = H 1 +H2 MULLIONS H MULLION (1) WINDOW MULLED_ H 1 VONEE ABOVE Ma MULLIONS H �� %� FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES I A' M4 ON PAGE 5 11 1 i 1 W2 i MAX OPENING = H OR H 1 +H2 MULL LENGTH = W W= W 1 +W2 W2 H= H 1 +H2 W W= W 1 +W2 +W3 L2 ) WINDOWS MULLED H = H 1 +H2 W = W1 +W2 W ONE ABOVE MULTIPLE WINDOWS MULLED (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE W ONE ABOVE FOR DETERMINING MAX ALLOWABLE -0 DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 DESIGN PRESSURE SEE TABLES ON PAGE 5 M 1) MAX OPENING = H OR H 1 +H2 ON PAGE 5 MAX OPENING = W OR W 1 +W2" MULL LENGTH = W OR W 1 +W2 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = H M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = W OR W 1 +W2 +W3 MULL LENGTH = H1 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 1. THE 33 1139. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 7 UNITS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. Revsd er °•� RevTelone: 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. F.K. 5,30/06 ,4DU NOTES 5 do 6 ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 F.K. 518/06 C ADD TE CH. REFS ANS11AF &PA NDS -2001 FOR WOOD CONSTRUCTION D rown Date ADM -2000 ALUMINUM DESIGN MANUAL INDUSTRIE P.J.P. 4 28 00 oew 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— � �. P MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY oC� STANDARD WALL, ELEVATIONS HURRICANE ZONE (HVHZ). 1 0 70 TECHNOLOGY o RNE n tle. 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS NOKOMIS, n 34275 ALUMINUM TUBE CLIPPED MULLION ® TO THE STRUCTURE. Robert L Clark. P.E. P.O. BOX 1529 Series /Moser Scwe. shoe. . Drawing Rev: PE #39712 NOKOMIS, a 34274 MULLS NTS 1 of 5 6220 D Structural . . ... . . . ... 12 FH SMS 12 FH SMS PGT 1x MULLION •" ::: :.:. 2" OR 4" 1 " MULL= �" STAGGERED ON PGT 1 x MULLION 1 " 2" OR 4" STAGGERED ON OPPOSITE SIDES OPPOSITE SIDES MULLION CLIP. CUT.'. .•. S0 AS NOT TO SO AS NOT TO FLANGES OFF CLIf? ; . e :• 4?1N. INTERFERE WITH WOOD BUCK 1 INTERFERE WITH TO FORM A -- — —� EACH OTHER) REMOVED TO BUCK 2 MIN — — _j EACH OTHER) "U" CHANNEL AND SEE NOTE 3 CONCRETE SEE NOTE 3 INSTALL AS SHOWN . • .'. �2(TY�')1 (71'P} 7 Yp MASONRY ANCHOR ...... • • • � - ^� -- ( )18(TYP - - - -" - SEE NOTES 1 & 3 PGT Ix MULLION ... — - __ .. ....... 112 SCREW ` , _ — SEE ' ' ; ., .. '.:' SEE — — SEE NOTE 3 NOTE 1 ° + NOTE 1 �'',::: a ' • FOR 1 " MULL» 2' , .. +. TYPICAL MULLION TO MULLION INSTALLATION, DETAIL 'A TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C 1 " 2" OR 4" #12 FH SMS STAGGERED 2" OR 4" ON PGT 1x MULLION I + AS ON NOT OPP O INTERFERE SO STAGG OPPOSITE SIDES (SO AS NOT 1 WITH EACH OTHER) 1 TO INTERFERE WITH EACH OTHER) SEE NOTES 2 & 3 MIN. SEE NOTE 3 2 MIN. SEE NOTE 3 WOOD BUCK 8(TYP) 1 (TYP 0 ) 1 SEE NOTES 2 & 3 2h(TYP ® �- 1 ) MASONRY ANCHOR, SEE NOTES 1 & 3 ANCHOR EMBED. SEE NOTE 2 Aew SEE �... , r •? , PGT 1x MULLION NOTE 1 ,:;• ,. ' : � Wp At OddftCoh TYPICAL MULLION TO STRUCTURE WITH (WOOD BUCK NOTES: _WOOD BUCK, DETAIL "B _ ` r TYPICAL MULLION TO STRUCTURE W1TH 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE WOOD BUCK AND CONC.. DETAIL "D COUNTY APPROVED ELCO 114" TAPCONS OR 114" SS4 CRETE -FLEX MASONRY SEE :.: ' '' •:•`' ': ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTE i 1 ° -.': � •.. :y� '�.,' •,;•:. IS 2 112" MIN. EMBEDMENT. TAPCONS 1 114" CRETE -FLEX 1 314" 2. FOR WOOD APPLICATIONS USE # 12 SCREWS, ELCO 1 ,� TAPCONS OR 1 :.; SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 112" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR Re" ey Reviwane: LOCATIONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL -TO -CLIP F.K. 5,34/06 - dlOD1FY NOES 3 & 5 TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING FK. y 5,8/06 C BED. DETALS r vo . (MINIMUM OF 2 SCREWS PER CLIP). Orawwn sy j-- P.J.P. 4 28 00 5. IMPORTANT QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL INDUS Rte Descrwron: REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO I " STD WALL, CLIP INSTALLATION DETAIL CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND ® PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING ,S �� 1070 TECHNOLOGY DRIVE CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. NOKOMI'S, FL 34275 ALUMINUM TUBE CUPPED MULLION Robert L. Clark. P.E. edes /Model• scale: Shoet © awing No. Rsv: ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. P.O. P sox 1x29 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PE aural NoK F1 34274 MULLS NTS 2 ar 5 6220 D Structural . . . . . . . . . . 000. 21 0 a 0 0 $ 0000... 0000 0000 ... 0000 . . . 0 0 . 0 0 0 0 0. 0 0 . 3 .. .. 0000 4 0 00 1 " MULL CLIP 000 00 W/TABS REMOVED 0000... 0 (CLIP TO MULL) 1 - 3 MIN. DWG # 1099 2 -MIN. TYP. 3 1 8 -MIN. L A/2 8 3 I� � , 4MAX. 14MAX. T 4 2 + 3 MI 8 N. LA-J 3 p Pm - MAX . ONE (1) ANCHOR 4 MAX. + 1 LOCATION .� 8 3MIN. - f 11 1 MULL CLIP L A - J I-•- -- —►! OPE (CLIP TO MI N. TYP. EXTRUSION DWG �acr �rr�wir� # 099 8 TWO (2) ANCHOR FOUR L4) ) ANCHOR 3 EQ.SP.® u EW O LOCATIONS LOCA770NS ( , 3/4)/ 3 MIN. A O THREE L3 ANCHOR LOCATIONS DOTES TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS CLIP LENGTH CHART FOR 1x MULL ? IMPORTANT QUANTITY OF ANCHORS SHOWN ARE FOR Roll . Oot : R-07 oes HG THIS SHT : PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY F. K. 5 >3 %6 --NO C - MULL SIZE 'A' OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON F. K. F 51 C SSE SPACING 1 x 2 x 1/8 1 11116 SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE o r — a w rn p e; REQUIRED FOR YOUR SPECIFIC APPLICATION. IN USTMES P.J.P. 4 S9 00 ? x 4 x i/8 3 11/16 De cdptf,: 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION 1 " STD WALL, ANCHOR LOCATIONS SHOWN AS MAX. TWO. v �� 1070 TECHNOLOGY OR"'E ALUMINUM TUBE CLIPPED MULLION J. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. NOKOMIS, FL 34275 Robert L. Clark, P.E. P.O. BOX 1529 SWIea /Modell scale: Sheet. Drawing No. Rev: PE Structural NOKOMIS, FL 34274 MULLS NTS 3 of S 6220 D . • . ... . . . ••. . . . .e• • . • . •.• . . . • . . . • . • e• • • • •• ••• •• (Typ • ••• • • • • •• • 4 ._8 ( p) 4 2 a4 3 rm>roucr Bahr " w ft ft Rtrr 1 x STD. WALL MULLS MAT'L: 6063 —T6 TO BE* USED ONLY WITH PGT INDUSTRIES PRODUCTS Revsd ax: 't : evisins: F.K. 1,9/08 R V0 o CHG. THIS Siff Wiiw . 00 Revisions F.K. 58/06 C —RIO CHG THIS SHT D rawn 8y Do s: 1 P.J.P. 4 28 00 Description: NorE .,- �� r� , " STD. WALL, MULLION PROFILES Title: NOKOMIS, t7. 34275 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 7070 TECHNOLL►GY DRIVE 5 ALUMINUM TUBE CLIPPED MULLION Robert L Clark, P.E. Ssrtes /mww -- Scale: Sheet: Drawing Mo. Rev: PE #39712 NOKOMIS,FL'34274 MULLS 1x 4 of 5 6220 D Structural CHART 1. —1 x2x.12¢ : : :':: 11 11 11 11 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 50 ,{dQ .. 70. • �0 .900.e. 100 110 120 130. 160 CLIP TO (2) A (aI;A� {2) R. (23;A T21 A� (2) A (2) A (2) A (2) A (2) A _: . OPENING (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B CLIP TO Multiple Mulled Units (1) B (1) B; i1i i ( a�;B; (1)'B (1) B (1) B (1) B (1) B (1) B 6 MULL .. .. ...... 7 w 42 129 115 107 104 103 103 103 103 103 103 Vertical Mull Horizontal Mull = 48 83 73 67 63 61 61 61 61 61 61 _ _ Mull Z 50.625 70 61 55 1 52 50 49 49 49 49 49 i Length Z 54 57 49 44 41 39 38 38 38 38 38 Mull Opening = 60 41 35 31 29 27 26 25 25 25 25 Length Width 63 35 30 27 24 23 22 21. 20 20 20 Z 66 30 26 23 21 19 18 18 17 17 17 Opening - � Mull O W dth J 72 23 20 17 16 - - - - - _ Width Length J —� 76 20 17 15 - - - - - - - a 7$ - CHART 2. - 1x4x.125 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 50 60 70 80 90 100 110 120 130 160 CLIP TO (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A NOTE OPENING (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B ffi eompft .finew,, 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. cue CLIP TO i MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, 42 170 170 170 170 170 170 170 170 170 170 CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 9. ombMdmdftm 48 170 170 170 170 170 170 170 170 170 170 J. REFERENCE TEST REPORT FTL- 2902, 2903 AND 2975 50.625 170 170 170 170 170 170 170 170 170 170 4. ANCHOR TYPES. A. ELCO 1 14" TAPCONS, EMBED. (1 114') OR W 54 170 170 170 170 162 158 157 157 157 157 114" SS4 CRETE — FLEX, EMBED. (1 314') V 60 170 170 157 143 134 127 124 122 122 122 B. #12 SCREWS Z 63 170 160 141 128 119 112 1 108 106 106 106 5. SEE ANCHOR SPACING DETAILS SHEET J. Z 66 170 145 127 115 106 100 96 93 92 92 TO B USED ONLY WITH PGT INDUSTRIES PRODUCTS = 72 142 120 105 95 87 81 77 74 72 71 Revsd D� : Revisions: 76 120 102 90 81 74 69 65 63 61 59 F I�.` 5,30/6 o -NO c HG THIS SHT Z 78 111 94 83 74 68 63 60 57 55 53 x: 5 >8/04 ca cHavcEs W J 84 88 75 65 59 53 49 46 44 42 40 DAP P. 4 Zs 00 90 72 60 53 47 43 39 37 35 33 31 IIVDU S Pte 2 96 59 50 43 38 35 32 30 28 27 24 a 1 STD. WALL, PRESSURE CHARTS 1 & 2 108 41 I t 30 27 24 22 20 19 18 16 � 1070 TEChWOLOGY DRNE Two. 111 38 28 24 20 19 17 16 - be O KOMIS, FL 34275 ALUMINUM TUBE CLIPPED MULLION Robert L. Clark. P.E. P.£. v. Series /Model Scale. Sheet: Drawing No. Re 144 17 - - - - _ - - _ PE #39712 NOKOMIS, Fl. 34274 MULLS NTS 5 ar 5 6220 I- Structural • • •; • 44 NOTES: IMPACT HORIZONTAL ROLLER FLANGED A14D INTEGRAL FIN WINDOW 1. GUYING OPTIONS: (SEE DETAILS ON SHEET 2) .0.5/16: LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. . . . . . . . . . . . . . . . . . . . . . . . . Sfi0 i.AMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE 'MAXIMUM PVB INTERLAYER. .. .. :.12.5416' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. . ... . . . . .. . •: :•: • D. 7/11i" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7h6" 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 NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS YfITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES .............1 GLAZING DETAILS............ 2 G. 13/16" LAMI IG: (1) LITE OF 1 /8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 VERT, SECTIONS ............. 5 H. 13116" LAW IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS............ 5 OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST ....................... 6 EXTRUSIONS .................... 7 1.13/16" 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 CORNER DETAIL .............. 5 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 8-11 J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" 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, 3/96" OR 1/4" AIR 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, 3116" 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: O_,_,X X0, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) 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 TA3LES ASTM E 1300.02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED as cmnnlying with the Florida Bvildi Code 5. SHUTTERS ARE NOT REQUIRED. Acr nce No Expiration Date C / 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Miatn be Product Coa Q7. REFERENCES: TEST REPORTS FTL- 48.58, FTL -4859 AND FTL -5330. Divi on ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL e 8. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CLI(yq?NIWWXG THE HIGH VELOCITY a HURRICANE ZONE (HVHZ). R9Vbd B Og/9: R.vlsbna: : F K. 4115107 C ADD FTC 5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT ` r 1t, Rsvbk : 1070 TECHNOLOGY DRIVE T GENERAL IV O f ES 1 F.K. 10117106 8 CHANGE TO ASTM E 1300 -02 NOKt}R9t3 FL 34275 R"'�1p""' P ■ ALUM. HORIZONTAL ROLLER WINDOW IMPACT ' Qa6eJ � Ro rt L. Ctar`ic, F.E. F.K. 5113106 A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. P.O. BOX 1529 o� ar: oak Meor�eda . tom: NOKOMIS, FL 34274 Visibly Better � �: eti@ar ° g "�"' " � PE #39712 F.K. 2128106 J.J. 3123106 HR790 NT$ 9 91 4927 -90 C structural .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 0 g . •. . . 0 G • s • • • • • • • • • .. . . • • • .. • • ... • • 50 21 50 •' a " a ..• •. EXTERIOR INTERIO ' ' ' ' ' " " " " ' " S3 55 ' ' ' 1/2 NOM. 1/2 NOM. ' (ALL SECTIONS) .. . . . GLASS BITE GLASS BITE . . ... .. 51 60,61,62 51 63,64,65 1/$" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8 "ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 7/16" LAMINATED 5/16" LAMINATED GLASS 7/16" LAMINATED GLASS 21 50 21 50 1/2" NOM. 1/2" NOM. 59 GLASS BITE 59 GLASS BITE 52 � 52 66,67,68,69,70,71 PRODUCT REVISED A i-�_ 72,73,74,75,76,77 ass compi /ins with the Florida Building Code 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS A,ccepta!*e Nn 0 _ • 09 .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER Expiration Date 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS BY 5/16" LAMINATED 7/16" LAMINATED adeproduct Conl 4-i 5/16" OR 3/8" AIR SPACE 3116" OR 1/4" AIR SPACE Di 'ion v 1/8" OR 3/16" ANNEALED (MIN.) GLASS 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W/ 7/16" AM � 114 L! Revad By: Date: Revisions: „ F.K. 4195107 C NO CHANGE THIS SHEEP GLAZING LAZING DETAILS R evsd Deter Re 9070 TECH+VOL06Y DRIVE Ttee. �J F.K. 90/97/06 B NO CHANGE THIS SHEET NOKOMIS, FL 34275 j> F.K. 5113106 Rest ADD AIRSPACE DIM TO LAMI IG DETAILS P.O. 30X 1529 ALUM HORIZONTAL ROLLER WINDOW, IMPACT R L. Clark P.E. NOKOMiS. FL 34274 Uasib Better scab. PE #39712 sr�t °r""b'BN"' Rev Drawn 8y: Date: ctre�ed B . pate: HR710 FUl/ 2 a 9 9 4 927 - 10 C Structural F.K. 2128106 J.J. 3!23!06 . . ... . . ... •• •• • ..• •• • TABLE 1. ... . ..... . .;, ; XJ)X 0 14,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT .WXRTI '. TYPE 26" 36" 38 318" 48" 50 518" 54" 60" 63° 84% a . 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 96" 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 -6 0.0 +58.8 -58.8 +56.2 -56.2 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 +55.2 -55.2 +52.3 -52.3 A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 1 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 1 +60.0 -60.0 +59.5 -59.5 1 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D, E, F, +75.0 -75.0 J, K, L TABLE 2. XOX (113,113,1/'3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A'B'C' G, H, I +60.0 -60.0 TO 86 7116" D, E, F, +75.0 -75.0 J, K, L TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 2X" 36" 38 318" 48" 50 518" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 1 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 1 -75.0 +75.0 -75.0 +75.0 1 -75.0 1 +75.0 1 -75.0 +75.0 1 -75.0 +75.0 -75.0 +68.1 1 -68.1 +63.8 -63.8 C D E F a:; c -; i:::, with the Ftorida Buiidi jg code UP TO 74" I,fC, 'L' +75. -75.0 ,� r 7- 0815.0 J, 9 GLA TYP ES: TEST REPORT FTL4858 (XO)), FTL4859 (OX & XO) AND FTC. -5330 � eruct A. 5116" LAMI - (1/8!'A .090,118" A) G. 13/16" LAMI IG -1/8" OR 3116 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) t0° B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13116" LAMI IG -1/8" OR 3/16 1 'A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13116" LAMI IG -118" OR 3 /16 "A, 5/16" OR 3/8" AIRSPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) D. 7/16" LAMI - (3116" A, .090, 3/16!'A) J. 13116" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /16 "A, .090, 3116 "A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13116" LAMI IG -1/8" OR 3/16"A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3116 "A, .090, 3/16 "HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) L. 13116" LAMI IG -1/8" OR 3/16 "A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16" HS) aek Revbk = ate: F.K. 4/15/07 C ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300 -02 DPs DESIGN PRESSURES RXay. Revlskne: 1070 DR1VE F.K 10117108 B REVISE DP TABLES TO AS TM E 1300 -02 N FL FL 34275 ''ftl ALUM. HORIZONTAL ROLLER WINDOW, IMPACT K. 5/13/08 A ADD AIR SPACE DIME NSION GLASS TYPES G THRU L. P. O . P.o. soX 1529 Robert L. Clark, P.E. F. sfflv� p Bey Oaf.: cede NOKOMIS. FL 34274 Visibly Better pD Rar. PE 539712 F.K. 2128108 J.J. 3123/06 NR710 NTS 3 19 4127 -10 IC Sm,ca,ral • •: •: • : • •: •: • 273/8" 27 3/8" 27 3/8" : • MAX. DLO 54 5/16" MAX. DLO FIXED MAX. DLO MAX. DLO • • • • • • • VENT VENT FIXED D D B B B B .. :0 1 0 .. X 0 fl x X O X �-• 110" MAX. WIDTH I.F. FRAME -- --+■ -� p r" 85 7116" MAX. WIDTH I.F. FRAME --� 111" MAX. WIDTH FLANGE FRAME 86 7116" MAX. WIDTH FLANGE FRAME DETAIL B — XOX (1/4- 1/2 -1/4) DETAIL C — XOX (1/3- 1/3 -1/3) NOTE: 33 9/16" MAX. 33 9/16" MAX. 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED DLO VENT 63" MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL A I A FRAME ALL 15 673/80 I 56" CONFIG. MAX. MAX A DLO ALL DLO ALL 15 I.F. FRAME ; t, ti. r4 r REVISED VENTS with the Florida FIXED 62" MAX. LITES I.F. FRAME Eic- :t;ce No 47' Iff.0 O I X ALL Ex iamt10n Date CONFIG. n— I ® m uct Divi on 1 13 FLANGE FRAME r' 73" MAX. WIDTH I.F. FRAME ---� A VIEW D -D 74" MAX. WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO er. Dam. R-fak : ADD INTEGRAL FIN FRAME MAX DIMENSIONS D CORNER F.K. 4115107 C CONSTRUCTION DETAIL FROM SHT. 6. ELEVATIONS Dam Rft* : 1070 TECHNOLOGY DFIVE F.K. 10/17/06 8 NO CHANGE THIS SHEET NOKOMIS, FL 34275 Tmw Dam Ra ALUM. HORIZONTAL ROLLER WINDOW, IMPACT P.Q. BOX 1529 abort L. Clark, P.E. F.K. 5/13/08 A NO CHANGE THIS SHEET NOKOWI , FL M274 Visibly Better � � ataer °ra "�" ° ' '�°" PE 1839712 Dmwa e7r. D c �ne . a.m HR710 NTS 4 "+ 9 9 4 927 90 Structural F.K 2128106 J.J. 3!23/06 C . . ... . . . ... 0000 . 0000.. . • INTERIOR 22 0000 37 32 35 39 1 22 0 . 0000 ... ... .........000 0 .. 00 .. 000 0 .. 16 0 0 0 0 0 0 so 0 0 2 00 . . 0 00 . RX MIOR INTERIOR 13 . :: . . . 0 :0 . 0 0 000... 21 0 . 0 • • • • ' ' • • •' MAX. VENT DLO MAX. FIXED DLO--4 MAX. VENT DLO MAX. WIDTH (FLANGE FRAMED EXTERIOR 19 SECTION 13-13 7 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX HEIGHT 17 35 32 37 39 FLANGE FRAME MAX. A VENT MINI 11 DLO 0 16 MAX. FIXED DLO 22 �-+— MAX. FIXED DLO---4 MAX, VENT DLO oi 43 MAX. WIDTH (I.F. FRAME) 21 EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) 24 A 8 22 21 ®41 22 INTERIOR c 2 PRODUCT' REVISED 12 8 EXTERIOR as eam°lE jng with the Modda � " 7 24 a�w:�:No _ at 12 Qa Date ! i� r o 21 Br 7 � EXTERIOR INTERIOR 6 S 10 SECTION C -C Q ® 42 SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F FRA ME) Q (VERTICAL SECTION, I.F. FRAME) ,& ,map DOW Remimm., t F.K. 4/15107 C ADD INTEGRAL FIN FRAME ITEMS 41 42 AND 43 AND VI EWS. tMa: Revblons 1070 TECHNOLOGY DRIVE SECTIONS F.K. 10/17/06 B NO CHANGE THIS SHEET NOKOMIS, FL 34275 ALUM. HORIZONTAL ROLLER WINDOW IMPA Q Robert L. Clark, P.E. F.K. 5/13/06 A NO CHANGE THIS SHEET P.O. BOX 1828 t � 7c a s �, B 6c NOKOMIS, FL 34274 Visibly Better PE 439712 F.K. 2126/06 J.J. 3/23106 HR710 Half r5 -f 11 4127 -10 Swctural • �; •;• �• PVl;(S# RLM DESCRIPTION MAIM PGT# IM DWG DESCRIPTION I MAIL PM :41N A IFIANCEFRAME BEAD 6063 -T6 AL 612237 66 CLASS 13/16" LAMI IG- 1 18 "A, 318 "AIR SPACE, 5116" LAMI (1/8"A,090 PVB, 1/8"A • ' "' ' 2 0 4025 1 SASH STOP STD. ANTI LIFT CLIP 6063 -T5 AL 612244 67 " 13/16" LAMI IGrI /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8"A,.090 PVB,1 /8 " HS 3 #8 X 3/4 PH. PAN HEAD 7834AA 68 13/16" LAMI IGI /8 "A, 3/8" AIR SPACE, 5/16" LAMI 1 /8 "HS, .090 PVB,1 /8 "HS •' • •' • •'. 4 J !453 0, SASH STOP COVER SASH STOP 6063-T5 AL 69 13/16" LAMI IG- 3/16 "A, 5116" AIR SPACE, 5/16" LAMI (1/8"A,.090 PVB, 1/8"A • •' ' ' ' $ :433$ FLANGEFRAME SILL 6063 -T6 AL 64136 70 13/16" LAMI IGr3 /l6"A, 5/16" AIR SPACF 5 /16" LAMI (1 /8 "A, .090 PVB,1 /8 "HS .. .. • •� 7 4137 SILLADAPTOR 6063 -T6 AL 64137 71 13/16" LAMIICr3 /16 "A, 5116" AIR SPACE, 5/16" LAMI 1 /8 "HS,.090PVB,1 /8 "HS 8 4131 ROLLER TRACK 6063 -T6 AL 64131 72 13/16" LAMI IG-I /8"A, 1/4" AIR SPACES 7/16" LAMI (3/16 PVB, 3116 "A •,• ;�; j0: 71W8 WEEP HOLE COVER POLYPROP. 71298 73 " 13/16" LAMI IG I /8 "A,1 /4" AIR SPACE, 7/16" LAMI (3/16 PVB, 3 /16 "HS • 2 • 1 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 13/16" LAM! IG- 1 /8 "A, l /4" AIR SPACE, 7/16" LAMI 3 /16 "HS, .090 PVB, 3/16"HS 13 4002 A IRANCEFRAMEJAMB 6063-T6 AL 612225 75 13/16" LAMI IG- 3 /16 "A, 3/16" AIRSPACE; 7/16" LAMI (3/16"A,.090 PVB, 3/16 14 4134 GASKET' FORMAIN FRAME SILLJOINT 74134W/K 76 13/16" LAMI IG3 /16 "A, 3/16" AIR SPACE, 7/16" LAMI 3/16 "A, .090 PVB, 3116 "HS 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 77 " 13/16" 1AM1 IG- 3/16 "A, 3/16" AIRSPAC3, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 6411 O 90 1014 ISCREEN FRAME (HOR & VER ) 3105-H14 AL 17 4054 B FIXED MEETING RAIL 6063HD -T6 AL 64054A 91 1630 SCREEN CORNER KEY W/RINCIS POLYPROP. 19 4066 1 WSTP.,.187 X.230, FIN SEAL 64066G 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 21 4105 ISASHTOP&BMOM RAIL 6063 - -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. 22 1683 WSTP.,.250 X.270 BACK, ON SEAL 616M 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 23 225 -1 ROLLER HOUSING& GUIDE 42112HD 95 1635 SCREEN SPIKE - .135 DIA. HARD EM PVC 24 226 IBRASS ROLLER. WHEELS BRASS 7BRWHI2 1 96 SCREEN CLOTH 29 4128 1 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D ISASHMEUNGRAIL 6063HS -TEAL 64006 2.710 33 1235 WSTP.,.170 X.270 BACY, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X.625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 2.624 38 1683 W STP.,.250 X.270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K Osa 40 1MRAELCOVERCAP 74078"C" L OR R 41 4139 J IX. FRAME HEAD 6063 AL 64139 Q 41 I.F. FRAME HEAD 42 4140 I.F. FRAME SILL 6063 -T6 AL 64140 Q ® #4139,6063-T6 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 50 CII AZING SILICONE, DOW 899, 995 ORFQUEVALENT 51 1224 VINYL C7AZING BEAD BUE.,B (MCK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB 6TP248K as c mpt g with aii�a Ftorias 53 4 039 B GLAZING BEAD - 5/16" 6063 -T5 AL 64039B 2.784 Ac e N 54 4044 B GLAZING BFAD - 5116" W /GRU L KIT 6063 -T5 AL 644703 3.152 .062 n Dace i 55 4222 A CL AZINGBEAD - 7/16" 6063 -T5 AL 64222 BY 56 985 C GLAZING BEAD -7/16" WA3RILLKIT 6063 -T5 AL 6985 1.988 082 Div 59 4067 GLAZING BEAD- 13/16" 6063 -T5 AL 64067 60 CHAS 5116" LAM! 1 /8" A, .090PVB,1 /8" A 43 I.F. FRAME JAMB 61 5/16" LAM! 1/8" A, .090 PVB, 1/8" HS Q #4141,6063 LA 62 5116" M! 1/8" HS, .096PVB,1 /8" HS 63 7/16" LAND 3/16" A, .090PVB, 3/16" A 2.710 64 7/16" LAMI (3/16 A, .090PVB, 3/16" HS I.F. FRAME SILL 65 7/16" LAMI 3/16" HS, .090 P VB, 3/16" HS 42 #1{140 6063 -T6 �'-►�, RwW Sr. COW Rev(slona: t : F.K. 4/15107 C ADD !TENS 41, 42 & 43 PARTS LIST R�arey.• 030., Revlslon� 1070 TECHNOLOGY DRIVE F.K. F.K. 10/ �. 17106 B NO CHANGE THIS SHEET NOKOMIS, FL 34275 6 ey . . ALUM. HORIZONTAL ROLLER WINDOW, IMPACT P.O. BOX 1529 be L. Clark, P.E. Br. A ADD SPACE DIM ENSIO NS !TENS 66 7NRU 77 NOKOMIS. FL 34274 Visibly Better- s °i "� "� �" PE 1139712 aaw om" W. F IC 2128/06 J.J. 3/23/06 HR71Q NTS 6 d 11 4127 -10 (; sirucwraI • . ... ... .062 1.187 �-- .738 . . .... 3.152 . .. ... . . 1.44 . � 062 . • •• q.37 3 O SASH STOP COVER � .062 3.00 .. .. ... .. 3 #4053, 6063 -T5 LA ... .. 1.122 . . .. ... .. 2.71 - 2.71 O FLANGE FRAME HEAD 6 FLANGE FRAME SILL FRAME SILL ADAPTER �- 2.784 #4102A, 6063 -T6 O #4136, 6063-T6 T #4137,6063-T6 1.363 .062 061 1.18 13 FLANGE FRAME JAMB 062 #4002A, 6063 -T6 .490 � .437 �- 1.403� j-■-1 51-� -� � .46 SASH STOP HORIZ. ROLLER TRACK 17 FIXED MEETING RAIL #4026,6063-T5 J #4131, 6063 -T6 #4054B, 6063RD -T6 .062 2. 79 .062 1 1 2. 26 9 .050 1.183 06 I ec— M — I Q " �� .678 .349- -r1 1 1.081 �+-- 1.29']+ 1 1.096 !- -- j TOP B OTTOM RAIL SASH MTG. RAIL SASH SIDE RAIL GLAZING BEAD 5/16" 21 SASH B 63-T5 32 #4006D, 6063HS -T6 37 #4126, 6063 -T5 53 #40398, 6063 -T5 as comp C r with t � #4133, as with the Florida Building Code AccopmaceNoO 050 apff Dam -h -O '119 �y Product .050 --� .678 .678 .050 - .678 4 w on 1.096 --�-+ ---• -� 1.096- -{+ --•-� T 1.115 -i-• --1 1,097 GLAZING BEAD, 5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD, 7/16" 59 GLAZING BEAD, 13/16" / #4044B, 6063 -T5 #4222A, 6063 -T5 #985C, 6063 -T5 #4067, 6063 -T5 (USED W1 GRILL KIT) (USED W1 GRILL KIT) FK 4195107 CC NO CHANGE THIS SHEET EXTRUSIONS �13�� 8 Y oar: �PevLSs 1070 TECHNOLOGY DRIVE F.K 90197108 B NO CHANGE THIS SHEET NdKOMIS. FL 34275 T� ° P.a Sox 1529 -- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Roretr L. dark, P F. F K 5193108 A NO CHANGE THOS SHEET NOK06AIS, FL 34274 Uesabl Better met sm: Sheer' a ft Mw PE #39712 � ,sy. o1e: Half 0 y HR710 a 7 m 11 4927 - F.K 7128/06 J.J. 3/23/08 �! 1 Structural • • • ANCHOR QUANTITIES, XOX (1/4- 112414) WINDOWS TABLE 4 NOTES • • • ' ' GLASS TYPES A,S,C,G,H,I GLASS TYPES D,E,F,J,K,L . • 1. ANCHOR TYPES: • �� ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO S54 CRETE -FLEX 3 412 STEEL SCREWS (G5) & SUBSTRATE 2DNES WNES ZONES ZONES Z NES ZONE • 2. GLASS TYPES: • : VWND00WFI;p HEAD & SILL g HEAD & SILL. g HEAD & SILL 2 HEAD & SILL g HEAD & SILL HEAD & SILL A. 5/16" LAMI - (118" A,.090, 118` A) . � •}�•� � � � ' ' � B. 5/96 LAMI - (1 /8' A,.090, 1/8 HS) • •• • 53.125x 38.375 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 +1 +C2 +1 2 C. 5116" LAMI - (1 /8 " A 1 D. 7/16" LAM - (3/16" ' A,,..09 090, , 3/1616 A) " A) : • .•: •.• :•• •48.480. 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 F.7 /16'LAMl- (3/16 "HS,.090,8116HS) • • • • • • • : • p p p • • • • • . • 5 -w 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 G. 13/16" LAMI IG -1/8" OR 3/16"N 5/16" OR 3/8" SPACE, 5/16" LAMI - (10 A,.090,1/8" A) 000 • ' ' ' 000 511.x00 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 H. 13/16" LAMI IG » 1/8" OR 3/16 "A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" HS) 60.000 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. 13116" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAM[ - (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" LAM] - (3116" A,.090, 3/16" A) 63.000 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+1 +C3+1 3 K. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAM] - (a(16 HS) 60.000 x 38.375 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 L. 13/16" LAM] IG -1/8" OR 3/16" A. 3116" OR 1/4" SPACE, 7/16" LAMI -(3/16 HS,-090, 3/16" HS) 48.000 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 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.625 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 +2 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 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 +2 +C2+1 3 HEAD & SILL: 101/2" MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 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 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX FROM CORNERS AND 22 112" MAX. O.C. 63.000 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 TABLE KEY: 74.000x 38.375 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+2 +C2+1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 X O X 48.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +02 +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 +C3 +4 +C3 +1 3 ANCHOR QUANTITY PER JAMB 50.625 1 +C2 +2 +C 2+1 3 1 +C2 +1 +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 31 HEAD AND SILL ANCHOR QUANTITY. 54.000 1 +C2 +2 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3+1 31 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 60.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 1 +C3 +2 +C3+1 31 ANCHOR AT EACH OPERABLE VENT 63.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+2 +C3+1 3 1 +C3 +2 +C3+1 3 1 +C2 +2 +C2 +1 3 1+C3 +2 +C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000x 38.375 1 +C2 +2 +C2 +1 2 1+C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 48.000 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 +C3 +3+C 3+1 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 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 +C3 +3+C3+1 3 54.000 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 +C4+3+C4+1 3 25 3/4" max. --j {---3" MIN. 80.000 1 +C2+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3+2 +C3+1 3 1+C2 +2+C2 +1 3 1 +C4 +3+G4 +1 3 H 11 63.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3+1 3 1 +C3 +2 +C3+1 3 1 +C2 +2+C2 +1 3 1 +C4 +3+C4+1 3 9" REF. X O X 106.375x 38.375 1 +C2+2 +C2+1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3+C2+1 2 1 +C2 +3+C2 +1 21 1 +C2+4 +C2 +1 2 PL'+•01 ucr IZrwISFl3 48.000 1+C2 +3+C2 +1 3 1 +C2 +2+C2 +1 3 1 +C3 +3+C3+1 3 1 +C3 +3 +03 +1 3 1 +C2 +3+C2 +1 3 1 +C3+4 +C3 +1 3 MTG. RAIL, TYP. CLr - :r witlx the Florida 50.625 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3+1 3 1 +C3 +3+C3+1 3 1 +C3 +3+C3 +1 3 1 +C3+4 +C3+1 3 L�: ?^;.cN EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS A.e.;er��:cc1Vo o 54.000 1 +C3+3+C3 +1 3 1 +C2 +2+C2 +1 3 1 +C3 +3 +C3+1 3 1 +C3 +3+C3+1 3 1 +C3+3+C3+1 3 1 +C4+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) Expiz cionDato 1 60.000 1 +03+3 +C3+1 3 1 +C2 +2 +C2+1 3 1+C4+3+C4+1 3 1 +C4+3+Cs4+1 4 1 +C3+3 +C3+1 3 1 +C4 +4+C4+1 3 sy acts 63.000 1 +C3+3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +04+3+C4 +1 3 1 +C4+3+C4+1 4 1 +C4 +3 +C4 +1 3 1 +C5+4 +C5+1 3 25 3/4" MAX Di 111.000 x 38.375 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2+1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2+1 2 - " f 1 1/2" TYP. --'t� !- --•3" MIN. 48.000 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C3 +3+C3 +1 3 1 +C3+3 +C3+1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3+1 3 g° REF. 50.625 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3+C3 +1 3 1 +C3 +3 +C3+1 3 1 +C3+3+C3+1 3 1 +C3+4+C3+1 3 � X 0 X 54.000 1 +C3+3 +C3+1 3 1+C2 +2 +C2 +1 3 1 +C3 +3+C3 +1 3 1 +C3 +3 +C3 +1 3 1+C3 }3 +C3+1 3 1 +C4 +4 +04+1 3 60.000 1 +C3+3+C3+1 3 1 +C2+2+C2 +1 3 1 +C4+3 +C4 +1 3 1 +C4+3 +C4+1 4 1 +C3 +3 +C3+1 3 1 +C4 +4 +C4+1 3 MTG. RAIL, TYP. 63.00 1 +C3+3 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C4+3tC4 +1 3 1 +C4 +3 +C4 +1 4 1 +C4+3+04 +1 3 1 +C5 +4 +C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rend F.rG 4115107 �C JU PDATE T ABLE 4, S ELE CT VALUE DUE TO ANCHOR C:AP. ADJ. ANCHORAGE SPACING X 1/4- 9/2 -1/4 /d �% Asa Oar Rerbtopa: 1070 TECHNOLOGY Q F.F.K. 90/f7/Q6 B REVISE' ANCHORAGE FORAAAT, HEAD & SILL CLUSTERS NOKCM►S, FL 34275 5 + Tu F x. �� R A ADD SPACE DIMENSIONS GLASS TYPES G TMRU L P.o. sox 152s ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L, Clark P.E. bmm sr. e . owe: NOK01419, R 34274 Visibly Better H °` " NO ' PE #39712 F.K. 2/28106 J.J. 3123106 HR7f0 NTS 8 d 79 4127 -10 (; Structural • ••• ANTMIES XOX 1/31/3413 WINDOWS TABLES •• •• NOTES: : ; : GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L • % ANMOR*rpp 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD Z :ANC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 -1/4" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (135) • .. . .... 2. GLASS TYPES: .. .. • • 0 • $IIPDOV'1912E J HEAD & SILL HEAD & SILL 2 HEAD & SILL g HEAD & SILL mg HEAD & SILL m g HEAD & SILL 2 A. 5/16" LAMI - (1/8" A,.090, A) • • • • • • • • W • > > ; -7 -7 B. 5/16" LAMI - (1/8" A,.090,1/8" HS) 48.000x 38.375 1 +C2+1+C2+1 2 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 1 1+C2+1+C2+1 2 1 1+02+1 +C2+1 2 1 +C2 +1+C2 +1 2 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) Q8.O11Q, 9 +CZ +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 D. 7/16' LAMI - (3/16' A,.090, 3/16' A) • • • • • • • E. 7/16 LAMI - (3/16 &.090, 3/16 HS) ' ° : •: : : : : : •50.b5 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 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) : • • ° : 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 31 G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3 /8" SPACE, 5/16" LAMI - 1/8" A,.090,1/8' A 60.000 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 H. 13116" LAMI IG -1/8" OR 3/16" A, 5116" OR 318" SPACE, 5/16" LAMI- 118" HS) 63.0 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 +1 +C3+1 3 1 . 13/16" LAMI IG -1/8" OR 3116" A, 5/16" OR 3/8" SPACE, 5116" 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) 53.125 x 38.375 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 +1 +C2 +1 2 K. 13/16" LAMI IG -118" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 48.000 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 L. 13/16" LAMI IG -118" OR 3116" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" HS,.090, 3116° HS) 50.625 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 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 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 +I +C2 +1 3 1 +C2 +1 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 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+1 +C3 +1 3 63.000 1 +C2 +1 +C2+1 3 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 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS 60.000 x 38.375 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 +1 +C2+1 .2 JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O.C. 48.000 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 TABLE KEY: 50.625 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 X 0 X 54.000 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 +1+C3 +1 3 1 +C3 +1 +C3+1 3 -+- ANCHOR QUANTITY PER JAMB 60,000 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+1 +C3+1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED 66.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C;2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 21 ON EACH MEETING RAIL PLUS (1) 48.000 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 ANCHOR AT EACH OPERABLE VENT 50.625 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+1 +C3+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 11 +C2 +1 +C2+1 3 1 +C3 +1 +C3 +1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1 +C2 +1+C2 +1 3 1 1 +C2 +1 +C2 +1 3 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" MIN. O.C. ANCHOR SPACING) 63,000 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1+G3 +1 +C3 +1 3 1 +C3+1 +C3 +1 3 1 +C2+1 +C2 +1 3 1 +C3 +1 +C3+1 3 74.000x 38.375 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 9 +C2 +1 +C2 +1 2 25 314" MAX 48.000. 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+1 +C3 +1 3 s - "►`�-W MIN. 50.625 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 +1 +C3+1 3 54.000 1 +C2 +1 +C2 +1 3 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 9" REF' X 0 X 60.000 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 +C2 +'1 +C2 +1 3 1 +C3+1 +C3+1 3 63.000 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 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 a s vart t3!T g with the h die Florida MTG. RAIL TYP a� sortg: p iasi; vv 84.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 -2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2t•1 +C2 +1 2 1 +C2 +1 +C2 +1 2 Bui:diug Code EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Acccprw,wr4o o - 081S.0? 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2+1 3 1tG2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 te oft 50.625 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 +1 +C3 +1 3 (SHOWN IN TABLE KEY ABOVE) 13 54.000 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 +C2 +1 +C2 +1 3 1+C3+1 +C3 +1 3 i+ Dade odua 60.000 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C3+1+C3 +1 4 1 +C3+1 +C3 +1 3 1 +C3+1 +C3 +1 3 25 3/4" MAX ion 63.000 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3+1 +C3+1 4 1 +C3+1 +C3 +1 3 1 +C4+1 +CA +1 4 112" TYP. 3" MIN. 86.437x 38.375 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 2 1 +t2 +1 +C2 +1 2 .• 48.000 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+1 +C3 +1 3 9" REF. X 0 X 50.625 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 +1 +C3 +1 3 - - - 54.000 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 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL, TYP. 63.000 1 +C3+1 +C3+1 3 I 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3+1 4 I 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 EXMPLE CLUSTER W/ QTY. OF (4) ANCHORS Pvm Br. F.K. 4/15/07 R C UPDATE TABLES, SELECT VALUES DUE 70 ANCHOR CAP. ADJ. ANCHORAGE SPACING XOX 113 -113- M RBVistwte: 1070C FL 3 DRIVE P T F.K. 90117106 8 REV /SEANCHORAQE FORMAT, HEAD &SILL CLUSTERS N FL 34 275 '� r Die: Revue: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L. Clark, P. F.K. 5113108 A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. P.C. BOX 1829 wn ON. 8 . Data,, NOKOM16, FL 34274 Visibly Better $B� sire s� n,�uo Rev: PE #39712 F. IG 21 28106 1 J.J. 3f23/08 HR710 NTS 9 a 11 4127 - C Structural % •; • ;• ••• 0UANTITIES, XO & OX WINDOWS TABLE 6 NOTES: • : �•� GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 1. ANCHOR TYPES: • •" ' • A N;Wdk TYPE 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 - 1(4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE - FLEX 3 - 012 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES • • .... ..• .... • • • • • • • • • • • • • Q Q Q Q J Q J Q J co 2. GLASS TYPES: �_ p� J ap c J pp _J ap A. 5116" LAM! - (118' A,.090,1/8' A) • • '• • • ' • WI $WV S1� ,`� to 2 m 2 ul c/3 L 31 co 2 ` u 1 ca 2 w m B. 5/16" LAMI - (1i8" A,.090, 1/8" HS) ' • W • v • H _ °6 � _ °� `t ,, :c °6 _ °8 _ 05 � = a8 C. 5116" LAMI - (1/8' HS,.090,1/8' HS) 37.0 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 D. 7/16" LAMI - (3/16" A,.090, 3116 A) •• • • •:• •• E. 7/16" LAMI - (3116" A,.090, 3116' HS) :0: L 0 :. 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 F. 7/16 LAMI - (3116" HS,.090, 3116" HS) 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8' 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 318' SPACE, 5/16" LAMI -(1/8"A,.090,1/8' HS) 54.000 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 I. 13/16' LAMI IG - 1/8" OR 3/16" A, 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" HS,.090,1/8' HS) 60.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16' OR 1l4' SPACE, 7/16' LAMI - (3/16' A,.090, 3116" A) K. 13/16" LAMI IG -1/8" OR 3116" A, 3/16" OR 1/4" SPACE, 7/16' LAMI - (3M 6" A,.090, 3/16' HS) 63.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +103 +1 3 L. 13/16" LAMI IG -1/8' OR 3/16"A. 3/16" OR 1/4' SPACE, 7116" LAMI - (3/16' HS,.090, 3/16" HS) 48.000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2 +1 2 1 +102 +1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 18 3/4" MAX. FROM CORNERS. 60.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1+C3+11 3 JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 63.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 TABLE KEY: O X 53.125 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 2+C3 +2 3 -+- ANCHOR QUANTITY PER JAMB 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +CZ +1 3 1 +C2 +1 3 1 +C3 +1 3 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL 60.000 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 PLUS (2) ANCHORS AT OPERABLE 63.000 1 +103 +1 4 1 +C3 +1 3 1 +C4 +1 j 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 48.000 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 8 3/4" MAX. 54.000 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1+C2+11 3 2 +C3 +2 3 l ---1 F---3" MIN. 60.000 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 9" REF' X O 63.000 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 .2 +C4 +2 4 66.000 x 38.375 2 +I2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 PRO DUCT prXIISED 48.000 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 MTG. RAIL ag comp;, i3, vvit s the Florida Building Codc 50.625 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS Acc pmn ceNo - 08 S.PVf 54.000 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 iii DadeYmduct 63.000 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 18 3/4" MAX. Di ion 74.000 x 38.375 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +C2 +2 '2 2 +C2 +2 3 1 1/2' N 1+-3' MIN . 48.000 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 9" REF. 50.625 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 X O 54.000 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 2 +C3 +2 4 2 +C3 +2 3 2+C4+21 4 60.000 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 5 2 +C3 +2 3 2 +C4 +2 4 MTG. RAIL 63.000 1 2+C3+2 4 1 +C3 +1 3 2 +C:4 +2 4 2 +C4 +2 5 2 +C3 +2 4 2+C4 5 EXAMPLE CLUSTER Wl QTY. OF (4) ANCHORS eo 1-e-� ,we am peviskm F.K. 4115107 C CHG.TABLE # TO 6, & SELECT VALUES DUE TOANCHOR CAP. AD , � r• �: 1070 I LUMOLOGY DRIVE ANCHORAGE SPACING, OX AND XO WINDOWS F.K. 90117106 8 REVISEANCHORAGE FORMAT, HEAD & SILL CLUSTERS NOKOMIS, FL 34275 TX iww To. Isy-Mm. r F.K. 5193106 A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. P.C. BOX 1529 1 c.. r ALUM. HORIZONTAL. ROLLER WINDOW, IMPACT Robert L. Clark P.E p n w. Dam: C1udwd Dam: NOKOMIS, FL 34274 Visibly Better : °`"" ro" Rev PE #39712 F.K 1 2128106 J.J. 1 3123106 HR710 NTS 10 99 4927 -10 C Stuchm . ' . • • ' ' • • • •® 13/4" MIN. E.D. NOTES TYP ' • • • • • • • • •� • � WOOD BUCK • • • • ' ' ' ' 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO _ . . • . • • 'UIIN. X 9.4 SCSI NOTE 3 • •;• ; : ,CONER4'1'E 1 31W ® TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 13/4' MIN.. MINIMUM DISTANCE FROM '. ' ' •• " I MIN. ANCHOR TO CONCRETE EDGE IS 1314 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. o : NOTE 1A r - ••• ••• ••• ; 1x 74'• ' ° __ �2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH .. •. • • • • . • 1 _ - #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1l4" 1/4" THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. " ' ' ' • • • . • MAX. MAX. WOOD BUCKS DEPICTED AS Zx ARE 1 1 /2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD .. • • ... . • • • • • • ' ` " SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • ` ` • • ` • tQNGRtTE WOOD ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE �- WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114" MAX, 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM 13/ 1/4" MAX. SHIM 1 1/4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. CURRENT EDITION. (1.5 KSI CMU) 1� ! ' "Q OR ~ • PER NOTE 1 • a : ' ' (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1 , EXTERK)R INTERIOR � fla"I Typ. MIN. E.D (HEA &SILL DETAILS A, B, C, D, G & H) 2x WOOD BUCK, NOTE 3 ix WOOD BUCK, NOTE 3 _T SEE NAILING INTERIOR DETA E D ETAIL F (JAMB DETAILS E , F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR A C CONCRETE WOOD DETAIL H .. (HEAD ANCHOR, ANCHOR, NOTE 1 NOTE 2 NAILING .131 DIA. MIN. x 21/2" NAIL !� AT CORNERS AND 5" O.C. 1/4' 1 /4" TYPICAL DETAILS G, H & I. 1 4l es o::.: MAX. MAX l ar i;�n� 1aa, a .0q SHIM SHIM ir.ticnDc V_ ° a ► _ SEE BY ct NAILING - -- ` (�n1 Mi Praiu .' NOTE 1 A _ ��... 1 3/8 MIN. - on • I 1 3/4" MIN.® I— E.D. TYP. SEE NAILING MIN. 34 KSI CONCRETE 2x WOOD ® DET AIL C BUCK, DETAIL D NOTE 3 DETA G (SILL) ® DETAIL I (JAMB) TYPICAL FLANGE FRAME SILL SECTIONS Q TYPICAL INTEGRAL FIN FRAME SECTIONS ftWdW. Date: R"*b R EWSENO TES 1 &2RWARDINO TRIM D. &EMBEDMENT, o�rr�orc F.K. 4115107 C ADD LF. FRAME CHG. NOTE 5 TO FBC, "CURRENT EDffKW Rwsd BY.- nay: 1070 L DRIVE 0 7 p �: f 10117!06 8 REVISE EDGE bIST. , EMBEDMENT & SHT. REFERENCES NO L 34 ANCHORAGE DETAILS F.K. � 3aa7s Tm% f er ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5113108 A ADD NOTE 5. P.O. BOX 1529 Robert L. Clark, P.E. F. NOKOMIS, FL 34274 visibly Beater' � °eB � �°" PE #39712 F.K 2128106 I J.J. 1 3123106 1 1 HR710 Haft 1 11 of 11 4127 -10 C Structural % • mu G WS CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTENTS : :.. x'.;31 AZNG► OPTIONS: A. 5/'16` GLASS COMPRISED OF (1) LITE OF 1/8" SHEET �a � � � NOTES ............ ............................... 1 ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED 1 2 � — — GLAZING DETAILS ........................ 2 ••.. ••; x O x x o x :: •.; • . CI: S.W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB UNEQUAL LITES ELEVATIONS .. ............................... 3-4 ••• ••' .' • 15 5/ II "INATED GLASS COMPRISED OF (2) LITES OF 118" DESIGN PRESSURE TABLES....... 5 -9 HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF o x o x o SECTIONS ....... ............................... 10 •• J jQLp. A OR DUPONT PVB UNEQUAL LITES CORNER CONSTRUCTION........... 11 x:7/16: LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" EXTRUSION PROFILES ................ 11 -12 • ' ' : •: !QVNg;4LED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED x o x o x PARTS LIST ..... ............................... 12 GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16 UNEQUAL LITES ANCHORAGE ............... 1,3,4,13 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. 5116' 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 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 E 1300 -98. as 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. y F. FOR J44 "XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR 144 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 331/3°10 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. 141/2" SPACING ON VENTS moDucirmw MAX. 13" SPACING ON FIXED LITES SulMingCo (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS $ MAX. 13" SPACING (2) ANCHORS .3 APART AT MID - SPAN s 1, SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" 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. Rowd By. Dare: Reyiam . n�a„aore FIC 3125103 B ADD 93116° I.G. 8 a4ovE GLAZING DETAfLS TO SFIEET2 NOTES AND TABLE OF CONTENTS By. Dire: pe�, 1070 TECNsVOLOGY DRIVE F K 7110103 C NO CHANGE THIS SHEET NOKOMIS FL 34275 ' Rend By: Dare: b ALUMINUM CASEMENT WINDOW IMPACT F x 6123!05 D ADD 76° HT., GLASS TYPES FAND G. REVISE ANCHORAGE. P.C. BOX 9528 �' ' Lucas A Tumer, P.E. a Dmm By. ores, — od — m - r Dare: NOKO,t4;S, FL 34274 Wnbly Better °` �'' PE #58201 F.K. 12177102 CA -740 NTS 1 93 7045 -8 D Mechanical : • : • o : ANNEALED OR .090 PVB INTERLAYER 13/16 •� : I dAE bigNGTHENED 118" HEAT STRENGTHENED GLASS 86 5/16" LAMINATED COMPONENT GLASS 1/8" HEAT STRENGTHENED GLASS • 43 3Q 31 3/8" AIR SPACE ,090 PVB INTERLAYER • " ' 46 •; ..•• � � 118" HEAT STRENGTHENED GLASS • •. ; ••• ••� 1/8 HEAT STRENGTHENED GLASS .65" NOM. 43 46 •• 40 .. GLASS BITE • . • OGG • .65" NOM. ' ' • • • 85 44 GLASS BITE 44 5 NOTE: PVB It'. tRLAYER IS BY SOLUTIA OR DUPONT 5/16" LAMINATED GLAZING DETAIL 5 13/16" I.G. W/ 5/16" LAM[ 32 33 .090 PVB INTERLAYER GLAZING DETAIL 3/16" ANNEA1 E5 Ck 87 88 13/16" t , -. " " n HEAT fiENG ; -AED 3116 HEAT 3/16 ANNEALED OR HEAT 7116 LAMINATED COMPONENT —1 g GLASS STRENGTHENED STRENGTHENED GLASS X • GLASS AIRSPACE ,090 PVB INTERLAYER 43 1 1!8 ANNEALED GLASS f 3/16" HEAT STRENGTHENED GLASS 41 .65" NOM. 43 46 GLASS BITE 85 .65" NOM. 44 GLASS BITE P DUCT w %rains ced, Aeft-st - • 1J 44 2ot3 46 MOD 5 7/16" LAMINATED 5 GLAZING DETAIL 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL ft+saer: Dare: Rena: nasal: F.IG 3 B REDRAW GLAZING DETAILS &ADO 13116'1 G. GLAZING DETAILS • Dare: Data. Ravlsbrre: 1070 TEChiNOLOGY DRIVE ' F.K. 7110103 C NO CHANGE THIS SHEET Dare: NOKOMIS, FL 34275 s &: °a. Rew " UT ALUMINUM CASEMENT WINDOW, IMPACT F.K. D ADD mir LAMI I.G. W171162AMI & CORRECT 5116" LAMI DETAIL P.O. BOX 1529 Lucps A, Tumer, P.E. omm NOKOMIS, FL 34274 Vis l Better si � r . °feMd " re I PW. PE #58207 a . o F:K. 03125103 CA -745 NTS 2 - 13 704$$ D Mechanical • •. " • • DENOTES HINGE • • • ' " • • •- ---- -- 74 MAX. WIDTH • ••� ANCHOR LOCATION AT HEAD & 30" MAX. • ••• LOCATION SILL OF "X" PANELS, DAYLIGHT ANCHOR TOP TYPICAL. SEE HINGE OPENING 1 1/2 • ••• " LOCATION • DETAIL SHT.4 se • .. •• •• CEL�TE�,INF� SEE MID -SPAN i • • .. ANCHOR DETAIL 0 ..... i2. ... o TYP. (2) 69" MAX. • ...... 7 " 7 " 3" DAYLIGHT 4" MAX. i OPENING Q X X 4" MAX. 13" MAX. O.C. 76 „ MAX. MID -SPAN ANCHOR DETAIL SEE MEETING HEIGHT (SEE SHT. 1 NOTE 4) MEETING RA IL n'- RAIPETAIL c�� a ti r. 1 NOTE 4) 4” MAX. SEE MID -SPAN 4" MAX. 14 1/2" MAX. O.C. TYP. ANCHOR DETAIL TYP. {2) ELEVATION "B" - "X X" ANCHOR 134" MAX. WIDTH (SEE SHEET 7 FOR PRESSURES) LOCATIONS 30" MAX. 53" MAX. 30" MAX. (SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT NOTE: "X" PANEL MAY SWING 1 ZFI: NOTE 4) OPENING OPENING OPENING IN EITHER DIRECTION 7 SEE MID -SPAN / \ ANCHOR DETAIL / \ TYP. (2) 69" MAX. DAYLIGHT PR0D = OPENING n 13" MAX. O.C. X X ® 1 X 13 76" MAX. togs- 9A \ O / HEIGHT 4" MAX. -- 4" MAX• �- 13" MAX. O.C.' -- i - � --14 1/2" MAX. O.C. VENT HEAD & SILL ONLY " VENT AX. 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - 'XOX" (SEE SHEETS 7 -9 FOR PRESSURES) Revad By pate. Re Wsiaw F.K. 3/25103 8 CHANGE SHEET NO. REFERENCES 8y.• ",1()�(" & WOK" ELEVATIONS Date R;;rb a: 1070 TECHNOLOGYDRIVE F K 7110103 C ADD HINGE LOCATION DETAILS NOKOMIS, FL 34275 T T� 79�0 _w M97 _fs;Gw-_ rd "' ALUMINUM CASEMENT WINDOW FJC 6123105 D CHANGE MAX. HT TO 76°AND MAX. DLO TO 69" P.D. BOX 7529 ' IMPACT Lucas A. Tumor, P.E. oravin sy.• pate. heated e . Dare: NOKOMIS, FL 34274 Visirl6. A&Be 'ter seder` X01 shut ° air a no. �" PE #58201 F.K. 12117102 cA -740 NTS 3 a 13 7045 -8 D Mecr,"raeal • • • • DENOTES HINGE 37" MAX. WIDTH 60" MAX. WIDTH • • • • : ' ' LOCATION AT HEAD & 30" MAX, 53" MAX SILL OF "X" PANELS, DAYLIGHT DAYLIGHT OPENING • TYPICAL. SEE HINGE OPENING '•: ' :: '.' DETAIL SHT. 4 SEE • �•� '� �•� '•' SEE M ID-SPAN MID -SPAN / ANCHOR 69" MAX, % ANCHOR DETAIL • ' ' '•• •�• ® DAYLIGHT • •' SHT. ' ' ' •` � �•� " DETAIL / SHT. 3' OPENING � • . 3 69" MAX. • ••• •• TYP. (2) DAYLIGHT TYP. (4) �---� OPENING A Y I ® 76 " MAX. 76" MAX. 13• F HEIGHT 13" �� HEIGHT MAX O MAX. O.C. O.C. X � 25 4" MAX. 4" MAX. 141/2-1 13" MAX. O.C. 4" MAX. � � � MAX. O.C. 4" MAX. ELEVATION "D" - "X" ELEVATION "E" - "O" (SEE SHEET 5 FOR PRESSURES) (SEE SHEET 7 FOR PRESSURES) HINGE LOCATED APPROX. weoavcrimyIND FLUSH AGAINST JAM, dwsh TYPICAL HEAD & SILL 30 MAX 97" MAX• WIDTH NOTE: "X" PANEL MAY SWING a - 29. HINGE LOCATION DETAIL " 53" MAX. IN EITHER DIRECTION DAYLIGHT OPENING DAYLIGHT OPENING ' SEE SEE MID -SPAN MID -SPAN I ANCHOR DETAIL ANCHOR / Q SHT. 3 TYP. (2) DETAIL / 69" MAX. SHT. 3 � DAYLIGHT TYP. (2) OPENING K I X O - 11 — " 2D oo " `� 76 MAX. 7= 13 HEIGHT SEE MEETING MAX. i RAIL DETAIL SHT. 3 on O.C. � • TYP. (2) 4" MAX. - -- }-� --13" MAX. O.C. 14 1/2" MAX. O.C. VENT 4" MAX. HEAD & SILL ONLY 37" MAX. VENT 60" MAX. FIXED ELEVATION "P - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) Reved ay Do w Revbio w Desaipdoa: F K 3a5103 a CHANGE SHEET NO. REFERENCES "X" "O" 'XO" & "OX" ELE r!ATIONS Rave= Y oats: : 1070 TEWNOLOGY DRIVE F.K. 6!13105 C ADD HINGE DETAIL A HINGE LOCATION NOTES NOKOMIS, FL 34275 Two: ALUMINUM CASEMENT WINDOW, IMPACT F.K. 7110103 D CHANGE MAX HT. TO W AND MAX. DLO TO 6r P.O. BOX 1528 Lucas A. Tumor, P.E. Dra"Br. oats Dais NOKOMIS, FL 34274 Vi"0 4Aftetce, SwwwWodek acme: sneer PE #58201 F.K. 12117102 F.K. CA -740 NTS 1 4 -f 13 7045 -8 D Mechanical •� • ' 5mitAR TI E ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 • ' ' GLAkIRIG OPTIONS: A. 5116" LAMI (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) • HEIGHT • ; ; •' 26 31 36 383/8 43 48- 505/8 54 57 60 63 66 69 72 WIDTH ••' NEG POS NEG POESN G POS NEG POS NEG POS NEG P�?c P:EG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 000 ' �1,�•1i8• A -90.0 70.0 -9Q.0 70..0 70.0 -90.0 70.0 -90.0 70.0 -Q;.v 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 • • .: B'F -90.0 700 -90.0 70..0 70.0 -90.0 1 (s :3.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0' -90.0 70.0 -90.0 70.0 -90.0 70.0 • • ' ' • 24 • '�,' -90.0 70.0 -90.0 70.0 -9�.0 70.0 vv.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 .70.0 -90.0 70.0 -90.0 70.01-89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B, E -90.0 70.0 -90.0 - J - -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-83.6 70.01-79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.91-67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B, E -90.0 70.0'-90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 - 60.0 60.0 - 58.5 58.5 -56.2 56.21-53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48..3 B, E -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 70.01-90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.01-90.0 70.01-86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.61-58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2142.2 B, E -90.0 70.01-90.0 70.01-90.0 70.0 -90.0 70.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.01-90.0 70.0 -90.0 70.01-90.0 70.0 -87.8 70.01-84.4 L7LOj 34 A -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.91-51.8 51.81-48.6 48.61-45.2 45.2 -42.4 42.4 B,E - 75.0 70.0 1 700 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 70.01-75.0 70.0 -75.0 70.0 36 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 -47.9 47.9 - 44.8 44.81-42.2 42.2 -39.7 39.7 `, -75.0 70 .0 -75.0 70.0 -75.0 70.0 -76.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 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 �""��> 37 Z 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. 7116" LAMI (3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH -90.0 70.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL4608 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 - 3116 "A,.090,3 116 "HS) �ucr nr ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 L3 X I NOTES: d 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. Vim 2. IF INSTALLING WITH412 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 7 aew d sy: D". F.K 3!25103 B ADD GLASS TYPE E TO TABLES 1 & 4 PRESSURES - X CONFlG. WINDOWS RwAd Y: 08W ReWStarts: 1070 TECMNdLOGYDRIVE F.K T!t 0/03 C NO CHANGE THIS SHEET NdKOM1S, FL 34275 rme: Y "li ALUMINUM CASEMENT WINDOW, IMPACT RK 6!23105 D REVISE ANCHORS & ADD 76 HEIGHT OPTION P.O. BOX 1529 Lucas A. Turner, P.E. 34 7 sew sr Aa "' P 8 01 F.K. 12/17/02 0-- r• Dare: crr�reee . Hare: NOKdMIS, FL 2 4 Uuibly Better CA-740 NTS 5 w 13 7045 -8 D Mechanicai ••• • • • : : : • •.• : • • . COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 ' ••� •" GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) X X 96 • ...... HEIGHT 26 31 36 38318 43 48 50518 54 57 60 63 WIDTH N POS NE G POS NEG POS NEG POS NEC- -OS 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 1 -75.0 70.0 6.01 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 . u.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - ` % 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.01-75.0 70.01-75.0 70.0 -75.0 70.0 531 /8 A -75.0 70.0 -75.0 70.0 -75.0 '�. •± -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 ;,.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 7 -75.0 70.0 -75.0 70.; -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 7 n 7 L 70,0 -75.0 70.0 -75.0 70.0 -71.1 70.0 61.8 -58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50A -47.7 47.7 68 "~ -�5.0 'C.;: 1 4 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 -42.4 42.4 7" A -75.Q 70.0 ' 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 tt 74 A -75.0 , ' .,�, -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 �""�► me oftrift M-t 1 [ T�R "_" "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 SIM GLAZING OPTIONS: B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) E. 13/16" LAW (1/8 "HS,3 /8" SPACE,5/16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) . t Ma�� ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -75.0 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -90.0 170.0 Rs c®e�g�lyBa� a ice' 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/ 3116 "A,.090,3 116"HS) f''h ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55,0165.0 A cr wom9owNwwouri NOTES: A 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. Revad6y: Dam: RoWslo+s; paxriyUon: . s Dam: Rovk4orta: 1070 TECHN PRESSURES- XX CONF/G. WINDOWS NOKOMS, FL 34275 Tax -. ALUMINUM CASEMENT WINDOW, IMPACT F.K. 612311455 D REVISE ANCHORS & ADD TABLES 76" HEIGHT OPTION P.O. BOX 1529 Lucas A Tamer, P.E. orawn ey Dam Cad a . Date: NOKOMIS, FL 34274 Visibly Better ° : ° v " e "'' Rev: g PE #58201 F.K 12117102 CA -740 NTS 6 0� 13 7045 -8 D nned,ar�cat 1 • C - M YSIS TABLE 6. "O" &"1 142-1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL - 3729, FTL -4607, FTL -4 608 �; • • : ; (#LAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8"HS) B. 5t16" LAM] (1 /8"HS,.090,1/8 "HS) C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) • • • • "' E. 13/16" LAMI 1/8"HS,3/8" SPACE,5/16" LAMI -W/ l/8"HS,.090,1/8 "HS F.13/16" LAMI 1/8 "A,AIR SPACE, 7 /16" LAMI- W/3118"A,.090,3/16 "HS) HEIGHT 1 � • 4 2 4 . . e . 1ZVIDTHS • 26 31 36 383/8 43 48 505/8 54 57 60 63 67 72 76 • • ••� • "CS" 'X "; •• 4 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG I POS NEG POS NEG POs X Q X • : • • • -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4160.4 -64.3154.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 - -- - 36 72 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 • • . F C -90.0 70.0 70.01-90.0 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 -55.0155.0 -55-0155.0 -55.0155.0 • • •• • ' • • • • 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 49.91-46.4 46A -43.5 43.5 •41.1 41.1 -38.6 38.6 • : : : �7'. ; 74 $,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 -7 •• 5.0 70.0 Q • • • 1 * 0 * C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.01-90 -90 .0 70.0 -90.0170.0 -90.0 70.0 -55.0 55.0 -55.0 55.0 -56.0155.0 A - 75.0 70D - 70.0 -67.8:67.8 - 62.1 62.1 -55.7 55.7 49:8 49.8 46.9 46.9 - 43.6 43.6 -41.1 41.1 - 38.6 38.6 -36.5 39lt2 79 13,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 C,F -90.0170.0 -90.0 70.01-90.0 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 -87A 70.0 -83.2 70.01-55.0155.0 -56.0156.0 -65.0155.0 A -75.0 70D -75.0 70.01-62A 62.4 - 58.4 58A - 63.3 63.3 -56A 56.4 -53.4 53.4 - 50.0 50.0 46.9 46.9 - 44.3 44.3 -41.9 41.9 42 84 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 -76.0170.0 -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 -84.5 70.0 -79.7 70.0 -75.6 70.0 -55.0156.0 -55.0155.0 -55-0155.0 A -75.0 70.0 -70.3 70.0 - 58.0 58.0 - 54.6 54.6 -59.3 59.3 -53.6 53.6 - 50.9 50.9 -47.5 47.5 - 44.7 44.7 -42.1 42.1 - 39.7 39.7 45 90 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 C,F - 90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0,70.0 -88.2 70A -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.21-55.0155.0 - 55.0 55.0 -55.0 55.0 A -75.0 70.0 - 65.0 65.0 - 54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 - 48.6 48.6 - 45.3 45.3 -42.5 42.5 - 40.4 40.4 -38.4 38.4 48 96 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 77 C,F -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 - 67.3 67.3 - 64.1 64.1 - 55.0 55.0 - 55.0 55.0 -53.2 532 A -75.0170.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 - 48.7 48.7 - 46.9 46.9 -43.5 43.5 41.3 41.3 - 39.2 39.2 -37.1 37.1 5092 101 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 -74.3 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -66.8 66.8 - 63.5 63.51-60.5 60.5 -55,0155.0 - 52.8 52.6 -49.6149.6 A -75.0 70.0 - 58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 - 46.1 46.1 - 44.2 442 422 42.2 -40.1 40.1 - 38.0 38.01-36.2 36.2 531/8 106 3/8 B,E -75.0 70.0 -75.0 70.0 -75.070.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75:0 70.0 -75.0 70.0 -72.4 70.0 BEC$' mw dw now C F -90.0 70.0 -90 0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -78.4 70.0 -71.1 70.0 - 66.5 $6.5 63.0 63.0 -60.0 60.0 -57.3 57.3 -53 -49.4149.4 -46.21462 A -75.0 70.0 -58.2 58.2 47.9 47.9 - 44.5 44.5 -49.1 49A 45.3 45.3 -43.4 43.4 41.9 41.9 7 918 39.8 -37.6 37.6 -351 35.9 54 108 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 70D -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0170.0 -70.1 70.0 -65A 65.4 -61.8 61.8 -59.1159.1 -56A 56.4 -52.8152.8 -48.4 48.4 -45.2 45.2 A -75.0 70.0 -57.1 57.1 - 46.4 46.4 - 43.3 43.3 -47.5 -43.9 43.9 -42.2 42.2 40.8 40.8 -39.1 39.1 -37.2 37.21-35.4 35.4 551/2 111 B,E -75.0 170.0 -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 -74.3 70.0 -70.8 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70.0 - 68.4 68.4 - 63.6 63.6 -60.1 60.1 -57.5 57.5 - 54.8 54.8 -51.1151.1 -46.8146.8 - 43.8 43.6 A -75.0 70.0 - 56.2 56.2 - 44.8 44.8 -42.1 42.1 - 46.2 46.2 -42.5 42.5 -41.2 41.2 -39.8 39.8 - 38.5 38.5 - 36.7 36.7 - 34.8 34.8 57 114 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 -73.3 70.0 -69.6 69.6 C F -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -81.8 70.0 -70.7 70.01-66.7 66.7 -61.8 61.8 - 58.7 58.7 -55.9155.9 -53.2 -49.4149A -4522 45.2 -42.6142.6 A -742 70.01-55. 55.0 -43.4 43.4 - 40.9 40.9 - 44.8 44.8 -41.3 41.3 - 40.2 40.2 - 38.7 38.7 -37.6 37.6 -315.1136.1 - 34.2 34.2 PRODUCT 58112 117 B,E -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.(1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 - 68.4 68.4 Roam C,F -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 - 69.0 69.0 - 64.9 64.9 -60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 -47.8147.F -43.6 43.6 -41.7 41.T Cade A -72.9 70.0 - 53.4 53.4 -422 42.2 -39.7 39.71-43.6143.6 -40A 40A -39.2 39.2 -37.6 37.6 - 35.5 36.5 - 33.7 33.7 60 120 - 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.01-76.0170.01-76.0 70. -75.0 70.0 .75.0170.01-73.3170.0 71.0 '70.01-67.4167.4 C,F -90.0 70.0 -90A 70.0 -90A 70.0 -90.0 70A -TT.1 70.0 -67.3 67.3 -63.3 63.3 -59.1159.11-55.9155.91-53.0 53.01-50.01W.001 - 46.3 46 42-40 .3 -42.8 .$ .8 40.8 >� MYs aie TABLE 7. "0"&"1/4-1/2-1/4 XOX" WINDOWS TEST REPORT: FTL -3580 4hds GLAZING OPTION: 0.7/16" LAMI (3/16"HS,.090,3116 "HS) ALL "O" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH TABLE 7A. 1 0" & "1/4-1/2 -1/4 XOX" WINDOW TEST REPORTS: FTL -4607, FTL460 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS) G. 13/16" LAMI (1 18 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "HS,.090,3 /16 "1-fS) ALL "O" SIZES UP TOOT WIDE x 76" HIGH AND ALL "114- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR A 1/4" SS4 CRETE -FLEX ANCHORS. r 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revad F.K. 3/25103 B ADD GLASS TYPE E TO TABLE 6 PRESSURES- vadey. 0 & 114-112-114 XOX CONFIG. WINDOWS rte r e R : ev�to� 1070 TECHNOLOGYDRIVE _ F.K. 7110103 C NO CHANGE THIS SHEET NOKOMIS, FL 34275 r. ALUMINUM CASEMENT WINDOW, IMPACT F K 6123!05 D CHANGE ANCHORS AND ADD 76° HT. OPTION P.O sox 1529 Lucas A. Turner, P.E. oaw„ar. Da+a: d�eked nom: NOKOMIB. FL 34274 Visibly Better �' " s °` N0 ker PE #M01 Fk 12117102 CA - 740 NTS 7 93 7045-8 D Mechanical • . .. r; 0 goo 0 0 0 " • . . • ; 0 : • . .: . ... 0 g o o - 0 • CCNF T ,RNALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 1 1 1 •; • 4 •' '.' GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) 3 3 3 • HEIGHT • ' ' 'O'� ."COX" 26 31 36 38318 43 48 505/8 54 57 60 '63 • :0, . ..' : A m, UVZDTH NEG I POS NEG POS NEG I POS NEG I POS NEG I POS NEG I POS NEG POS NEG 'POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.01 70.0 -75.01 70.0 -75.01 70.0 -75.0 -75.01 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 -75.01 70.0 -75.0170.0 -75.01 70.0 -75.01 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 X O 491/3 74 A -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 792/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1 -75.0 70.0 -75.0 70.01-75.0 70.01-75.0 70.0 -72.1 70.0 -69.5 69.5 -67.51 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 1 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 -56.2 56.2 -53.4 53.4 5" A -; 5.^ 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.6 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 -50.41 50.4 47.7 47.7 O X 67.333 101 A 1 -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 70.917 106 318 A -75.0 70.d -75.0 7Q.0 -75.0 70.d -71.8 70.0 -61.8 61.8 -55.1155.1 -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 'O.d -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4160.4 - 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 7ii.6 TABLE 9.. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 P D GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13116" LAMI (1/8 "HS,3 /8" 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 -75.Q 70.0 E j 1 1 2 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,.090,3 /16"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 -90.0 70.0 TABLE 10A. "XO" or "OX" & 0 1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /16"HS) F.13/16" LAMI (1 18 "A,AIR SPACE, 7 /16" LAMI -W/ 3116 "A,.090,3 /16"HS) �� ®, ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "113- 1/3 -1/3 XOX "SIZES UP TO 111" WIDE x 76" HIGH -55.0 55.0 ascompiftw1mduiPhdO A � Acapte :By 2813 NOTES: A 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. • �• G' sue"` Revad By. Date: Revia=. Desotpdarc F.K. 3125103 B ADD GLASS TYPE E TO TABLE 9 PRESSURES- XO OX, & 113-113-113 XOX WINDOWS RaysaBy ta: Revlatona: 1070 TECHNOLOGYDRNE FX 711OW C NO CHANGE THIS SHEET NOKOMIS, FL 34275 rim _*qt FY R � 0 ALUMINUM CASEMENT WINDOW, IMPACT F.K. 6123/05 D CHANGE ANCHORS AND ADD 76' HEIGHT OPTION P.O. BOX 1528 Lugs A. Turner, P.E. Drawn er. Date c><ecked Date: NOKOMIS, FL 34274 Visibly Better sir wheat O e R '' ' PE #58241 F.K. 12117102 CA -740 NT$ 8 d 13 7045 -0 D Mechanical • • �: a Cp1UjPWw ALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, • • � • o ' • • FTL -3729, FTL -4607 FTL -4608 e . • �• • ' GLITZ*" OPTIONS: A. 5/16" LAMI (1 /8 "A,.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. 13116" LAMI 1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090 1/8 "H5 F. 13/16" LAMI 1 /8 "A,AIR SPACE,7 /16" LAM! -W/ 3/16"A,.090,3/16 "HS X Q X ••• •�• a HEIGHT r e e • •� a :.; �VI T S • 26 36 383/8 43 48 505/8 1 54 57 60 63 67 72 76 •• xo)o ED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS UNEQUAL LITES 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 -58.1158.1 -56.1166.1 -53.3 53.3 -50.5 50.5 .. e 69,04 19.125 31.014 B,E -75.0 70.0 -75.4 70.0 -75.0 70.0 -75.0 70.0 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 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0155.0 -55.015500 -55.0155.0 • • • • e.' ; ; • • . A -75.0170.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4-47.5 47.5 =44.1 44.1 -41.6 41.6 -39.2 39.2 - 36.9 36.9 X Q 86.919 • '24 • 38.919 R E -75-0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7a.0 -73.8 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 - o�.0 70.d -89.4 70.0 -85.2 70.0 -55.0155.0 -55.0155.0 -55.0 55.0 A -75.0 70.4 -60.5 60TO90.0 7.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 F� t- ' ;;. ; , �y.1 - 48.2 46.2 - 43:6 43.6 - 41.1 41.1 UNEQUAL LITES 95.973 27 "� 973 B,E -75.0170.0 -75.0 705.0 70.0 -75.0 70.0 -75.0 70 75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 �^ ^, -yu.0 170.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -65.0155.0 -56.0165.0 -5b.0 55.0 ' .A - /5.... . G.6 . • z,3.51 53.5 -50.4 50.4 ` - 54.5 8W5 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0.-40.1 40.1 -36.0 38.0 108.649 30 48.649 B,E -75.0170.0 -75.0170.0 -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 0 X C,F -90.0170.0 -90.0 170.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 -69.7 69.7 -66.3 66.3 -63.1 63.11-55.0155.0 -55.0155.0 -622152.2 -' - A -75.0 70.0 -49.9149.9 - 46.8 46.8 -51.3 51.3 -47.4 47.41-45.5 45.5 42.7 - 40.7 40.7 -38.6 38.6 - 36.6 36.6 115.892 32 51.892 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 -75.0 -73.2 70.0 UNEQUAL LITES CF -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0-78.6 70.0 -73.2 70.0 -68.3 68.3 - 64.8 64.8 -61.4 61.4 - 58.8 58.8 -55.0155-0 -50.9 50.9 -47.7 47.7 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7. -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 122 33.687 54.627 B,E . -75.0 1 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 -74.9 70.0 -71.4 70.0 C,F 1-90.0170.0 -90.0170.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 -58.4 58.41-55.7 55.71-52.1162.1 -47.7147.7 - 44.6 44.6 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47,9 47.9 44.3 44.3 -42.4 42.4 -41.1,41.1 -39.3 -37.3 37.3 -35.5 35.5 123.135 34 55.135 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 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 - 55.2 55.2 -51.5151.5 -47.2147.2 - 44 - .0144.0 co ra �a tae A -75.0 70.0 -45.5 45.5 -42.6 42.6 48.7 46.7 -43.1 43.1 -41.6 41.6 40.2 40.2 -38.7 38.7 -36.9 36.9 -35.0 35.0 126.000 34.791 56.418 B,E -75.0 70.0 -75.0170.0 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 -70.1 70.0 C,F 1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.51-59.2 592 -56.5158.5 -53.8 53.8 -50,1150.1 -45.8145.8 -43.0 43.d A -74.4 70.0 -43.6 43.6 -41.2 41.2 -41.5 41.5 -40A 40.4 -38.9 38.91-37.7 37.7 - 36.2 36.2 - 34.3 34.3 130 35.896 58.209 B,E -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 she" C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 61.9 -48.1148.1 -43.9143.9 -41.9141.9 A -74.3 70.0 -43.543.5 -41.0 41.0 - 45.0 45.0 -41.4 41.4 - 40.3 40.3 - 38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 130.378 36 58.378 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 -72.3 70.0 - 68.5 68.5 C F -90.0170.0 -90.0170.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 - 65.1 65.1 -60.5160.5 -57.4 57.4 - 54.6 54.6 -51.7:51.7 -48.0148. 0 -43.8 43.8 -41.8 41.8 A -72.9 70.0 -42.2142.2 -39.7 39.7 -43.5 43.5 - 40.4 40.41-30.2 39.2 -37.7 37.7 - 36.7 36.7 -35.5 35.5 - 33.7 33.7 134 37 60 B,E -75.0 70.0 -75.0170.0 -75.0 70.01--75.0 7575 70.01-75.0170.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4167A PRODUCT BENEWFO CF -90.0 70.0 -90.0170.0 -90.0 70.01-77.1 70.0 -67.3 67.3 - -6 - 3 - 316 - 3.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 46.3 46.3 -42.8 42.8 -40.8 140.81 n "XO "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" 8 "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 !ice 201 GLAZING OPTION: D. 7/16" LAMI 3/16 "HS,.090,3 116 "HS g� ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND -90.0 70.0 ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH TABLE 12A. "XO" or "OX" 8 "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 A GLAZING OPTIONS: D. 7/16" LAMI 3/16"HS,.090,3/16 "HS G. 13/16" LAM) 1 /8 "AAJR 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 -55.0 55.0 ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1 0 1/4" SS4 CRETE -FLEX ANCHORS. r ,� 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIM TO 69.6 P.S t Revad W. Gate: ReNStmw DesaipBmc F.K. 325103 B Ar1D G/ASS TYPE E TO TABLE 11 PRESSURES- UNEQUAL CONFIG. XO OX & XOX ey: � Rev)siaea: 1070 TECHNOLOGY DRIVE PRESSURES- F.K. 7110103 C NO CHANGE THIS SHEET NOKOMIS, FL 34275 m ALUMINUM CASEMENT WINDOW, IMPACT F.K. Y 6123105 D � CHANGE ANCHORS AND ADO 76° HEIGHT OPTION P.O. BOX 1529 Lucas A. Tumer. P.E. -a Dra 9y. pare 5;dceee Date: NOKOMIS FL 34274 Visibly Better Berea taewaa". Rev PE #58201 F.K. 12117102 CA-740 NTS 9 13 7045 -6 D Mechanical REFERENCE "XO" & "XOX" FRAME 67 REFERENCE "XO" & "XOX" FRAME •: •;� 1 ASSEMBLY DETAIL, SHEET 11 ® 83 ASSEMBLY DETAIL, SHEET 11 A • A89 40 41 85 40 41 • .MAX. VENT MAX, FIXED LITE 85 • DAYLIGHT DAYLIGHT OPENING • ••• • .: 5 OPENING 5 (SEE SHT. 3) 5 • ' •° (SEE SHT. 3) 80 80 se e • • • • • • MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX 67 REFERENCE - W FRAME ASSEMBLY DETAIL, SHEET 11 A 1 89 ® ® gg A 89 7 1 4 II 85 40 41 7 I+DAYLIGHT OPENING �I 80 5 (SEE SHT. 3) s 5 5 1 25 5 43 85 40 41 MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX 12 83 40 41 � 85 15 1 10 43 $ 89 �t- MAX. DAYLIGHT 1 9 OPENING FIXED & 85 40 41 —` MAX. OPERABLE VENT MAX. VENT HEIGHT (SEE SHTS. 3 & 4) (SEE SHTS. 3 & 4) 5 DAYLIGHT OPENING 5 (SEE SHT. 4) CIS MAX. WIDTH (SEE SHT. 4) 19 HORIZONTAL SECTION - X PRODI T UNEW as comma whh the FZ I - A UMUM 23 24 46 2C?l� 5 25 1 80 17 18 VERTICAL SECTION VERTICAL SECTION FIXED UNIT OPERABLE UNIT Re,�W Data: F.K. 3125103 B ADD 13116'I.G. GLAZING BEAD ITEM RN r• Hasa RevlaJons 1070 TECHNOLOGY DRIVE SECTIONS F.K. 7110103 C SHOW TOP HINGE NOKOMIS, FL 34275 rrt: r USE +. ALUMINUM CASEMENT WINDOW, IMPACT F.K. 6123X!5 D CHG SHT. NO. REF. AND ADD ITEM 89 P.O. BOX 1528 Lucas A Turner, P.E. wn sr. flaw Sided y cafe, NOKOMIS, FL 34274 Visibly Better $Bf O �"'� Rev: PE #58201 F.K. 12117102 CA-740 NTS 1 10 d 13 7045 -8 I D Mechanical • •• *go #12x1 PH TEK SMS MUMIE ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF 6063 - T6 ;TjJBf I�ITL: 606:1 -T6 3" APART AT MID -SPAN j� 1.376" "X" FRAME JAMB "X" FRAME JAMB ..... ::..:: .095" • .'• : ; . •• SASH FRAME TOP 89 CASEMENT BACKING PLATE 062" " • • : • : :::. • ; • n---s OR BOTTOM RAIL MAIL: 6063 -T6 2.919 NOM. ••':: DWG #7071 "XX" FRAME ASSEMBLY DETAIL 2 784 /#8xlAD PH SMS FRAME A;�;'FMBLY #12x1 PH TEK SMS (2) PER CORNER .43401 CD 6063 -T6 FRAME HEAD, SILL, JAMB 13 MAX. O.C. W1(2) SCREWS _f 2.854" TUBE, MAIL: 6063 -T6 3" APART AT MID-SPAN SASH FRAME ,062" DWG# 7002A "X" FRAME JAMB "O" FRAME JAMB Sig — -valL NOM. 1.159 i 2.139" ►cr rvy O SASH FRAME HEAD, SILL, JAMB U MAIL: 6063 -T6 r DWG# 7003A II � -- SASH FRAME ASSEMBLY DETAIL "XO" &',N rRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER PftOgwr vwN Fkdft FRAME HEAD OR SILL FRAME JAMB 3 544" �°°� .062" /3 NOM. t wo" .438" 2.784 " 80 FIXED FRAME HEAD, SILL, JAMB , MAT'L:6063 -T6 DWG# 7005A MAIN FRAME ASSEMBLY DETAIL Revsd ay: Date. Rte: oe F.K. 3!25/03 B NO CHANGE THIS SHEET EXTRUSIONS & ASSEMBL DETAILS Read By. Date: Revisicna: 1070 TECHNOLOGY DRIVE F.K. 7/10/03 C NO CHANGE THIS SHEET NOKOMIS, FL W75 B' Ra a ALUMINUM CASEMENT WINDOW, IMPACT F.K. 6/23105 D DD ITEM 89 P.O. BOX 1529 Lucas A. "s'amer, P.E. 09ar � a Data NOKOMIS, Ft 34274 Visibly Bever a° °rte � Rte PE #58201 F.1C 12117102 CA-740 NT.S I 1 13 7 D Mechantcat • PARTS LIST PARTS LIST CONT. • I # PGT. # DESCRIPTION ITEM DWG # PGT. # DESCRIPTION 1 70MA MAIN FRAME - HEAD, SILL & JAMBS 73 7025 MAXIM SINGLE LOCK • . 2 1155 781POA #8 X 1 QUAD PH SMS 74 7015 SINGLE LOCK KEEPER + : • - : 0 3' • p0$ . FRAME CORNER KEY 75 70834A #8 X.750 QUAD PN SMS • • 4' • • • • • 1/2 "Xl /2 "XI /8" CLOSED -CELL FOAM TAPE 80 7005A FWD WINDOW FRAME -HEAD, SILL &JAMBS 5 ' •/003te SASH - TOP, BOTTOM & SIDE RATLS 81 1155 781 P A #8 X 1 QUAD PN SM.S 6 1155 781PQA #8 X 1 QUAD PH SMS 82 7010 FDMD FRAME CORNER KEY t oo i 10 -o. 7QU7 67017K BULB WEATHERSTRIP .187X.240 83 7007 INSTALLATION HOLE COVER +• + i s • • • ®09 SASH CORNER KEY 85 7047 67407 GLAZING BEAD (13116" LG.) ' • • • '� • ' 70 4 MAXIM MULTI -POINT LOCK 13116" LG. GLASS (1/8 AIR SPACE, 5/16 5116" LAW = 10 7026 LOCK SUPPORT PLATE (2) LTTES OF 118 "HS GLASS WITH AN.090 IlVTERLAYER - SOLUTIA OR DUPONT PVB I 1 # 10 -24 X.562 PH. PN. TYPE F 87 13/16" LG. GLASS (1 /8 "HS, AIR SPACE, 7/16-LAW 7/16" LAMI 12 7014 MULTI -LOCK KEEPER (R.H. & L.H.) 3/16A & 3116HS GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PVB 13 1157 78X78PPSMS #8 X.875 PH. PN. SMS 88 13116" I.G. GLASS (1 /8 "HS, AIR SPACE, 7 116 "LA G) 7/16" LAMI= 14 7013 TIE BAR GUIDE 3/1611S & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 15 7015 TIE BAR ASSEMBLY 89 7071 67071 EASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR .706" 18 7030 OPERATOR GASKET � �� .993 " � .2$9" 19 7031 BACKINGPLATE �_. 83 INSTALLATION HOLE COVER 20 #8 -32 X.375 PH. PN. TYPE B .050" .865 040" � MATL:6063 -T6 (L.11 21 7032 STUD BRACKET (L. & R.H DWG# 7007 22 7858ZA #8 X 518" FLT. PHI, SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 40 5/16" GLAZING BEAD 25 7023 „rAVYDU'1'Y [—.172- 26 710X12F?' ,. to X.500 PH. PHI.. MAT L. 6063 -T6 .870” " DWG# 7036 30 5/16 LAMINATED (1/8A & 11811S GLASS) 050 .090 INTERLAYER - SOLU 1A OR DUPONT PVB m 5/16" LAMINATED (1/811S & 1/811S GLASS) .569 " b .090 TNTERLAYER - SOLUTIA OR DUPONT PVB ��-- -- y .. 7116" LAMINATED (3/16A & 3 /16HS GLASS) . 523" ---1 j 13/16" LAZ GING BEAD 090 INTERLAYER - SOLUTIA OR DUPONT PVB i (____� (i 33 7/16" LAMINATED (3/161IS & 3/16HS GLASS) 050 .865 MAIL: 6063 -T6 . .090 INTERLAYER - SOLUTIA OR DUPONT PVB DWG# 7047 40 7036 GLAZING BEAD 5116 ") 41 7042 GLAZING BEAD (7/16) 1 1.124" 43 1224 6TP247 VINYL BULB WSTP ( B 7 /16 - GLAZING BEAD 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. Q P1r®Ducr 1dER11L`l9 W as PARASOND MAT'L:6063 -T6 46 1634 6163K SETTINGBLOCK DWG# 7042 .125" 50 7006 SCREEN FRAME 2.701 51 7040 SCREEN CORNER KEY low 52 SCREEN CLOTH .062" 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP .040" 1.000" 55 78x12PST'W/B #8 X.500 SQ. PN. T'EK SMS .093" 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE .423" �-*-- 68 712XIPPT #12 X 1" PH. PHIL. TEYL 69 7011 LOCK SUPPORT PLATE 67 CASEMENT FRAME 70 7012 LOCK SPACER 50 CASEMENT SCREEN FRAME t=- -' ASSEMBLY TUBE 71 7019 711573 SNAP -ON T HANDLE KNOB MAT L. 6063 -T6 MAT'L: 6063 -T6 72 7018 7FLDHD FOLDING HANDLE DWG# 7006 DWG# 7004A Revsd 9y Date: Rewskn : per, FX 3125103 a ADD 13116"M GLASS & GLAZING BEAD PARTS LIST &EXTRUSIONS Revsd Y Dare: Rev47ona: 1070 TECHNOLOGY DRIVE F.K 7110103 C NO CHANGE THIS SHEET NOKDA9IS,FL342l5 nci ALUMINUM CASEMENT WINDOW IMPACT aid r. Revtator�: F 87 P 0.80X 1529 ' Lucas A 1'�mer, P.E. .K 6/23/08 D ADD EQUIV. TO ITEM 44 SILICONE AND ADD 1T MS AND 89 . aWwWodO. Z; atwa Are"tnB No. Ro+r. Draw" Dam: cnacxeda . Dide• NOKOMIS, Ft 34274 Visibly Better PE #58201 F K. 92117102 CA -740 NTS 1 12 -113 7045 -8 D Mechanics, I • • • • • • • • • ••• • 0: • �•' WOOD BUCK A 1 x WOOD BUCK D 2x WOOD BUCK � � 1x WOOD BUCK (SEE NOTE 3) (SEE NOTE 3) � (SEE NOTE 3} (SEE NOTE 3) • • 1/4" MAX. SHIM 1/4" MAX. SHIM ••....' .• • ' 1/0 Q • IV�. SIJIM � 1/4" MAX. SHIM ° A SEE NOTE 1 ;,; A SEE NOTE 2 A SEE NOTE 1 SEE NOTE 4 ,1 •.• .. &.§EE NOTZ c 0 • . • • • ••• •• / D • . • • �•..• y r ..' SEE NOTE 4 . 1 SEE NOTE 4 1111LIM • .... M R - - J SEE NOTE 4 ` 1i 11 1 1 1 1/2" 1 1/4" 11/2" 1 1/4" MIN. MIN. MIN. MIN. OPERABLE UNIT FRAME OPERABLE UNIT FRAME FIXED UNIT FRAME FIXED UNIT FRAME TO CONCRETE W/ TO WOOD BUCK TO CONCRETE W/ WOOD BUCK TO WOOD BUCK WOOD BUCK LESS THAN 1 1/2" THICK 1 1/2" OR MORE THICK LESS THAN 1 1/2" THICK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 7 1/4" MAX. SHIM D D SEE NOTE 1 SEE NOTE 4 Idaa now 0 . ASEE NOTE 1 1 1 • .,. A • b• 1 SEE NOTE 4 NOTE: ALL DETAILS , ' APPLY TO HEAD, - SILL, AND JAMB. , a 1 1/4" J 1 1/4" MIN. MIN. @jt0Dt)Cr RENEWED OPERABLE UNIT FRAME FIXED UNIT FRAME as *e plo TO CONCRETE TO CONCRETE 1 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 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 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. Rand a Dare: RevAtbita: D,�yeon: F.K. 9125103 8 NO CHANGE THIS SHEET ANCHORAGE DETAILS Reid ey.• bete. amlefor� 1070 TECHNOtOOY DRNE F.K. 7/10/09 C NO CHANGE THIS SHEET NOKOMIS, Ft 34275 T Ram y : DsN: R ALUMINUM CASEMENT WINDOW IMPACT F.K. 6/23105 D REMISE NOTE'S AND REMOVE 3116' TAPCONS & #14 SCREWS P.O. BOX 1529 ' Lucas A. Tumor, P.E. Scale Draw, 9y Data: cher8ed .Date: NOKOU1§, Ft 30274 Visibly Better ` srAet ae N '' PE #58201 o 1 2117102 CA -740 NTS 13 of 13 704" D Mechanical