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WS-14-1582Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220295 Scheduled Inspection Date: April 02, 2015 Inspector: Rodriguez, Jorge Owner: NEGREVERGNE, JULIA Job Address: 429 NE 99 Street Miami Shores, FL 33138-2461 Project: <NONE> Permit Number: WS -7-14-1582 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060170400 Contractor: T BOWLEG CONSTRUCTION Phone: (305)494-6737 junamg uepartment comments INSTALLATION OF 30 WINDOWS AND 5 DOORS WITH Infractio Passed Comments IMPACT I INSPECTOR COMMENTS False Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid Inspector Comments CREATED AS REINSPECTION FOR INSP-220123. CREATED AS REINSPECTION FOR INSP-216337. April 01, 2015 For Inspections please call: (305)762-4949 Page 6 of 34 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING Permit No, Master Permit No JUL 2 2 2014 FBC 2% C2 ROOFING JOB ADDRESS: 429 NE 99TH AVE City: Miami Shores County: Miami Dade zip; 33138 Folio/Parcel#: 11-3206-017-0400 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): JULIA CECILE E NEGREVERGNE Phone#: ,&AA ,��.429 NE 99TH AVE Citv: MIAMI SHORES Tenant/Lessee Name: N/A Email: State: FL Zip: 33138 CONTRACTOR: Company Name: T. BOWLEG CONSTRUCTION Phone#: 305-494-6737 Address: PO BOX 540895 City: MIAMI State: FL zip: 33054 Qualifier Name: THOMAS BOWLEG Phone#: State Certification or Registration #: CGC 032801 Certificate of Competency #: Contact Phonek 305-494-6737 Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 30,000 Square/Linear Footage of Work: 1200 Type of Work: ❑Addition ❑Alteration ❑New ORepair/Replace ODemolition Description of Work: INSTALLATION OF IMPACT WINDOWS AND DOORS Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ V Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectionhich adburs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will*t be a rov a reinspection fee will be charged. owner or agent The foreg instrument was acknowledged before me this 16 day of, 20 lam, by 1A Q, Alun -V Qrr,,n R— > who is person y known to me or who has produced e oath. MOiRAIMA CPAC1TA BERNARD NOTARY P rw MYCOMMISSI®N # 6:-:026451 XPIR -,,,,,., ate r , 2014 Sign: 407)388.0 Fbd Print: My Commission Expires: Q APPROVED BY Signature Ae n - Contractor The foregoing instrument was acknowledged before me this r1 day of 1 , 20 1 by ��0°'1 who is personkiyknownto me or who has produced Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) My Commission Ex fres: 9 l6jI)l zoning Clerk Co 8j' Fl.2lirlensed by ttte Department of Business -and F'rofessionat,Reguiation. 0tflpof�. boxers arbeque restaurants, and they keep Ftorida's economy strorsg. Every day we work to Improve the way we do business in order to serve you better: For information about our services, please tog ontowww.mroiidalicense.com 0 There you can find more Information about our divisions an the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Eftently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE AC#63 STATE OF FLORIDA DEPARTM OF JpjSNSDWR0 pLFNSS1OXhL1':-RraULATXON C%STRUNJON TRY ICENSIX BOARD SEQ#za2091001S24 PAYUWr VXCMM 0=12 1512590 Busil4 m MW TM RECE RMf NO P1RES BOWLEG T CONSTRUCTION RMEWAL SE"EMBER 30 3014 2955 M 156 ST 1512690 Most be 4WvVed stplaw of btWn L41AMI GARDENS FL 33054 to county COds Chapter BA- Art, S St 10 OVMER SEC, TYPE OF fitlSMM Faye REC1iMO THOMAS BOKEG 196 GENERAL BUILDING CONTRACTOR gv TAX a*L.#gcVm worker(s) 10 C' OI $45.00 08/28/2013 FPPU10-13—M2701 Tbb to W Tax ldeWpt owdy coaiftess of tha Lwd Bmdom tax. The is ast a Boom, penwiL ora of theme se qwm � da HoWw mat cam* any f or gevemeM whtcb up* to the baduam Tho RECOPt NO. abmm be MqAwo on all comamciatvehhdes-Mitmd-DadoCob Sao gaM AC49ROr CERTIFICATE OF LIABILITY INSURANCE 0710712014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT, If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed, it SUBROGATION IS WAIVED, subject to the tome and conditions of the policy, certain policies may require an endorsement. A statement on this certfilcate does karst confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER. Cover All Insurance XGency 5800 W Atlantic Blvd CONTAC PHONES , 954 959-0006 _ FAX .IL INSURER(SJ AFFORDM C Margate, FL 33083 INSURER A. American Vehicle Insurance INSURED INSURER s: Worker's Compensation Gro T BOWLEG CONSTRUCTION Thomas E Bowleg, Qualifier PO BOX 54-M95 Miami FL 33054 MUPER C : INSURER 0: INSURERS: WSURERF: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT NTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR' TYPEOF U15URANCE DLSUBR # Miami Shores FL 33133 I POLICY NUMEER i i Ib9II8 i COMMERCIAL MERAL LMMUT'Y° A r:f1xJ CLAIMS -MADE 5-1j OCCUR(i I N GL-O&MO06400-00 i ,06f2412014106124t21 f EACH OCCURRENCE $ ' 1,000,000 - P EMISES Me Demm ml S 100,000 $ 5+000 j i i I ; I PERSONAL & ADV w IURY $ 1,000,0110 i GEM AGGREGATE LIMIT APPLIES PER. PRO POLICY El JJEcT- F LOC Ji OTHER: i GENERALAGGREGATE $ 2T000,uw% I PRODUCTS -COMPIOPAGG $ 1r00I11000 $ AUTOMOBILE LIABILRY ( ANY AUTO � � � i C Im 1L or $ BODILY INJURY (Perp mw) S BODILY INJURY IPer aeddent)1 $ I ALL OVVNED SCHEDULED AUTOS NON -OWNED HIREDAUTOS t AUTOS I # I ( ' I PR PERTYDAWGIS ; g s I UMBRELLA LIAROCCUR f EACH OCCURRENCE ` S _ I AGGREGATE I ^a I , EXCESS Lin' i CLAIMS41ADE j !DED l # RETENTION $ I ' COMPENSAMONRTUTE B AND EMPLOYERS' LIABILITY Y d Nj ANY PROPRIETOMPARTNERIEXECURVE OFFICERIMEMSER EXCLUDED? n {Mandan in NN) I N / A WCP760636600 ; !05/121201405112/2015 i i TH- Ta 1 ER E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE • EA EMPLOYEE $- 100.0w ! E.L. D►seAs€ - POLICY L►MTT S .�. 7500,00(1 II ges, Qesc@ba under' DESCR6aTiON aF aaFRATIoNs below i I � � I I I DESCMfMON1 OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 161, AddkWaal Rama*s Schedule, may ba-aftaehed ►f mme space is mquked) Commercial & Residential Certified General Contractor CEZ-41IFICAILVOLDEIR =ICELI-4TION Tillage Of Miami Shores Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ACCORDM P ROMs F. NOTICE WILL sE DELIVERED IN 10050 NE 2'4 Avenue AUTHOR ATWE Miami Shores FL 33133 I 2014 ACO CO ORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD ..... _........... ....... _ _ .. _..... _... r W A.S.D.IS-DA Consulting Engineers, Inc 173,0 S,W, 142NQ PL MIAMI, P4 33197 PHONE 11861 381 3663 VAX (7861 678 6950 WH' W, A SDCON5ENG.GOM TO: Building Department Official FROM: Fernando Azcue-Eneriz, RE, SI. Structural Engineer, FL Reg. No. 65521 DATE: September 25, 2014 RE: Buck and Anchor Inspection for Sliding Doors 429 NE 99 ST Miami Shores, FL 33139 INSPECTION LETTER Building Department Official: Our firm has been retained to perform the Buck and Anchor inspection for the sliding doors located at the above mentioned project. As per our inspection, the Buck and Anchor installation is in compliance with the permitted documents. 'As a routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure. To the best of my knowledge and ability, this report represents an accurate appraisal of the present condition of the "inspected part of the building" based upon careful evaluation of observed conditions, to the extent reasonably possible. There was no destructive testing done at the previously addressed, " Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Fernand cue-Eneriz, P.E. Lic. No. 65521 1 za t� FL # FL9520 R4 • • Application Type Revision -` 2006 Code Version 2010 i oVrM E:$i86-85 Application Status Approved • Comments • Archived ASTM E1996-09 2009 •; Qtoduct Manufacturer Custom Window Systems Inc. • • • • • • • • • AddressjphgA@/email 1900 SW 44th Avenue • 0000 • • • Ocala, FL 34474 • • • • • • • • • • • (352) 368-6922 Ext 207 • • . s 6; 6 •; mlafevre@cws.cc 0000•• •. • 06 6• Soo:** ' •Quthoriz@d 441neture Michael LaFevre •' •' • •• •... • mlafevre@cws.cc • •• 0060 . • . • • 6. 0000 • • TechnicIlIODIAentative Brian Tenace • • • • 6 � • • Address/�hoRVEmail 1900 SW 44th Ave. • • • • • • • Ocala FL 34474 • • • • • • • • • • • • • (352)368-6922 Ext 291 • • • • btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category Windows i Subcategory Mullionsi Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/10/2016 Validated By Steven M. Urich, PE • •• V�IIQatldn Checklist - Hardcopy Received Certificate of Independence 0.0 00: •.: •FL9520•Rf •COI EvalReo CWS -836 (3 in Mull, Imoact).{?df Referenced Standard and Year (of Stan d arg) 6 • n ar : • • Year • • • rlA 14 459 061 : 2006 • ; ; • : • oVrM E:$i86-85 2005 • • ASTM E1996-09 2009 PA TAS 201/202/203 1994 •�• 0 • r -yuv� .,vuua.a .raunuw v.a Certified.... ertified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/30/2012 • ••• 0000••• 11/02/2012 Date Approved 12/04/2012 • • 0000•• • • 3ippro,4ed for use outside HVHZ: Yes • • • 0000•• •0 Evaluation Reports • 0000• • Created by Independent Third Party: Yes Eonditionse14,1se. •000• •• • 9520-2-w • • • • 4" Alum. Tube Mullion ••000• 00:0 0 • applications. (IMPACT) 0.000• •• Approvea fos use in HVHZ: Yes — FL9520 R4 II CWS -837 (4 in Mull, Impact).odf • • • • 0000•• ••• Design Pressure: N/A • Other: Large Missile Impact; See Installation Instructions and FL9520 R4 AE EvaIReD CWS -837 (4 in Mull,ImDact).Ddf -yuv� .,vuua.a .raunuw v.a Certified.... ertified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/30/2012 Date Validated 10/30/2012 Date Pending FBC Approval 11/02/2012 Date Approved 12/04/2012 Summar of Prnrlurtc R;3C'Iz SY- Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public d oudo got wen • • Qr q, if r y�rr e� myl address released in response to apublic-records request do not send electronic mall to this entity. Instead, contact the olice by phase Srb na�ail. Ieyou have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012 ceps6 11`enyed •oder Chftjer 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for offidaf commThjcaVn witlethO licdnsit. V pever email addresses are public record. If you do not wish to supply a personal address, please provide the Department with jr`e%aawWressw*ich &n be made available to the public. To determine If you are a licensee under Chapter 455, FS., please dickere. Product Approval Accepts: • or ••• WIR M, • FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange • • applications. (IMPACT) Limits of Use Approvafor use in HVHZ: Yes Installation Instructions 3ippro,4ed for use outside HVHZ: Yes FL9520 R4 II CWS -836 (3 in Mull. Impact).Ddf Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Design Ares°sure: N/A Created by Independent Third Party: Yes Evaluation Reports :3ther:•L•a%dFMissile Impact; See Installation Instructions and FL9520 R4 AE EvalReD CWS -836 (3 in Mull Impact)Dd LWaluatitfi"art for complete list of Limitations and Created by Independent Third Party: Yes Eonditionse14,1se. 9520-2-w • • • • 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange 00:0 0 • applications. (IMPACT) Limits 0 Use Installation Instructions Approvea fos use in HVHZ: Yes — FL9520 R4 II CWS -837 (4 in Mull, Impact).odf •Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes_ Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions and FL9520 R4 AE EvaIReD CWS -837 (4 in Mull,ImDact).Ddf Created by Independent Third Party: Yes Evaluation Report for complete list of Limitations and Conditions of Use. 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9520 R4 II CWS -838 (5.5 in Mull. Imoact).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports { Other: Large Missile Impact; See Installation Instructions and FL9520 R4 AE EvaIReD CWS -838 (5.5 in Mull, ImDact).gddf Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. R;3C'Iz SY- Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public d oudo got wen • • Qr q, if r y�rr e� myl address released in response to apublic-records request do not send electronic mall to this entity. Instead, contact the olice by phase Srb na�ail. Ieyou have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012 ceps6 11`enyed •oder Chftjer 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for offidaf commThjcaVn witlethO licdnsit. V pever email addresses are public record. If you do not wish to supply a personal address, please provide the Department with jr`e%aawWressw*ich &n be made available to the public. To determine If you are a licensee under Chapter 455, FS., please dickere. Product Approval Accepts: • or ••• WIR M, • • • •Goose ••••• 0000• • 0000•• Search Criteria Refine Search Code Version 2010 FL# 9520.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL • •Qwality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL • • •: Product Nod4oNumber or Name ALL Product Description AL0000 L A'provefiOr uses in HVHZ ALL Approved for use outside HVHZ ALL • Impact asistant ALL Design Pressure ALL • Other * s e esi ALL 0 0 • • so • •• •• • • • • Roarrh �mtYfifi�� AnnlinaFinnc • • • -Approved by DBPR. Approvals by DSPR snail be reviewed and ratified by the POC and/or the Commission it necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAIEEO employer. Coovridht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MWERE 949*1111 Ci d t °i! .� . F •• ow: Manufacturer Validated B Status • FL952 revision Custom Window Systems Inc. ; "' FL#: FL9520.2 Steven M. Urich, PE Approved R • • • • • Model: 4" Alum. Tube Mullion (717) 932-8500 •� • • • Description: 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange ' 0090 0 applications. (IMPACT) ' Category: Windows so Subcategory: Mullions -Approved by DBPR. Approvals by DSPR snail be reviewed and ratified by the POC and/or the Commission it necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAIEEO employer. Coovridht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MWERE 949*1111 Ci d t °i! .� . F •• ow: • : ••• 4,00 • • • • so •s• 00• s•• • 0 0 • • • • • • • • • • • • ••• • • • • • •• 0.000 • ' ••• •• 000 0 0 TURNER ENGINEERING & CONSULTING. INC. Product Description: PVC 3" Mullion H-1758 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 836 October 26, 2012 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The • preelak testing standards performed are outlined below. ...... TAnical Documentation: • • • • • .4) Approval, drawing CWS -836, signed and sealed by Lucas A. Turner, P.E. -2) -test 141414s NCTL-210-3833-1, -lA, -2, -2A, -3, and -3A, from National Certified • • o. jestW L%dhoratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. 6 a. • .T Thing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 6.0.00 •• ..:486-04/06/09, and AAMA 450-06 •:.... • 31 aSuppl;-,q,enjal Calculations to support CWS -836, signed and sealed by Lucas A. Turner, • I'.E. Installation: Units must be installed according to approval document CWS -836. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS -836, using clips as shown in CWS -836 • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System, Inc. windows, please see individual window unit approvals for applicable design pressures and for more details Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. 2012-10-26 11:23-04:00 �r 10/26/2012 Lucas A. Turner, P.E. FL PE #58201 '�+�� • .. •�` Lucas Turner ooz We iNo- 48201 • • • aJ • • a aP • •• tt�� •fir -d ••• • • Y • • '• 7P �y STATE OF ;_p u � 2012-10-26 11:23-04:00 �r 10/26/2012 Lucas A. Turner, P.E. FL PE #58201 FL # FL158.14_ Application Type New Code Version 2010 Application Status Approved ` ` ` 'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by 2004 the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 2005 (352)368-6922 Ext 207 i• mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category Windows Subcategory Horfzontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Staa•lardf • • sandin ``• year �� PIA:WDMAjtSA/101/I.S.2/A440-08 2008 �• • • ` ` ` AStM�a�30`0•r.14 2004 ASTM E 1996-09 2009 ASTM E1886-05 2005 •`• i i• t! TAS 204%20j4403 1994 • • • • • • • • • ` �•• • • • • • •• • • • • Equivalence of Product Standards Certified By • • fir•• Y • • • ••• • • • • • • • • • • •• •• • • • •• •• • Product Approval Method Method 1 Option A Date Submitted 08/01/2012 Date Validated 09/18/2012 Date Pending FBC Approval Date Approved 09/20/2012 Summary of Products FL # Model, Number or Name Description 15814.1 HS -7700 Horizontal Slider HS -7-700 Aluminum Horizontal Slider, Single Glaze, Impact. Limits of Use Certification Agency Certificate Approved for use in HVHZ j Yes - FL15814 RO C CAC CAR 138-1032.pdf Approved for use outside HiVHZ Yes - FL15814 RO C CAC CAR 138-1033.Ddf Impact Resistant$ Yes_ FL15814 RO C CAC CAR 138-1037.Ddf Design Pressure: N[A FL15814 RO C CAC CAR 138-1044.pd Other: Large Missile Impact, see installation drawings for DP FLIS814 RO C CAC CAR 138-508.odf and sizes. Glass complies with ASTM E 1300-04. FL15814 RO C CAC CAR 138-509.p_df Quality Assurance Contract Expiration Date 05/26/2016 Installation Instructions FL15814 RO II CWS -774 (HS -7700, SG. Impact).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL15814 RO AE DuPont PVB NOA 11-0624 01.Ddf FL15814 RO AE Evai Rep CWS -774 (HS -7700, SG, Imoact).pdf Created by Independent Third Party: Yes F-Ekl nays Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: 2 CIIi?d i A t ` �.� lofidd Dep3i ii ent Busines Professi rral Regulation fry s I f41 r {r BCIS Home Log In User Registration Hot Topics i Submit Surcharge g Stats & Facts Publications # FBC Stag ; BCIS Site Map q Links Search ,Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2010 FL# 15814.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Recultc - Annliratinnc FL_#_ Type Manufacturer Validated By Status FLIS814 New Custom Window Systems Inc. FL#: FL15814.1 Keystone Certifications, Inc. Approved Model: HS -7700 Horizontal Slider (717) 932-8500 Description: HS -7700 Aluminum Horizontal Slider, Single Glaze, Impact. Category: Windows Subcategory: Horizontal Slider ^rr.r —1— r porn myon w I—M mIa ranneu vy ule rv%, anp/or me w1TIm1551011 it necessary. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address H they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Em IF -0-1d RR ,. *44111111441010 SA t' TURNER ENGINEERING & CONSULTING, INC. 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 774 July 31, 2012 Product Description: Series 7700 Aluminum Horizontal Slider Window, LM Impact, max. unit sizes of 74" x 64" DP60 XO or OX, and 112" x 64" DP50 XOX 1/4-1/2-1/4 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -774, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3817-1, -lA, -2, and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 94, AAMA/WDMA/CSA 101/I.S.2/A440- 08, ASTM E 1886-02/04/05, and ASTM E 1996-02/04/06/09 3) Supplemental Calculations to support CWS -774, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -774. Limitations of Use: This product: • May be used up to sizes indicated above in Product Description and as indicated in CWS - 774, with glass types, design pressures, and max. glass daylight sizes as shown in CWS - 774 • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 11-0624.01 • Requires 6063-T6 aluminum extrusions per CWS -774 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in anypther @nt4y ipvolypo iq the testing or approval process of this product. �iliRpr Jog '.' ..: •; 7/31/2012 STATE OF�`p Lucas A. Turner P.E. ... .� s ... 9 mrd 'fio Lucas Turner :':°'1b, t+� FL PE #58201 2012-07-31 16:49-04:00 �'410A -.6, �� CAR & Product ID Number: 138 - 1033.0 Issue Date: 7/5/2012 Revision Date: 7/12/2012 Expiration Date: 5/29/2016 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Document Title: Structural Performance Certification Doc No: FRM 81-02 Rev No: 6 Page: 1 Of: 1 Operator Type: HS Authorization Report Config: EM/IM, GS Ann Lami Mono 5/16"(S) 7/16"(F) Required By: PRO B1-03 CAR & Product ID Number: 138 - 1033.0 Issue Date: 7/5/2012 Revision Date: 7/12/2012 Expiration Date: 5/29/2016 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 7700 Aluminum Impact Horizontal Slider XOX 1900 SW 44th Avenue Operator Type: HS Ocala FL 34474 Config: EM/IM, GS Ann Lami Mono 5/16"(S) 7/16"(F) Max Width: 112 Max Height: 64 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-08 Class LC-PG50 2845x1626 (112x64) -Type HS Qualifying Test Information: Test Report No: Test Report Expiration: NCTL-210-3817-2A 5/29/2016 Authorized Signature: 0 0 . 0 .:.• " Digitally signed by fteeven.M.�jrjeh:.. •;•Keystone Certifications, Inc. DN: cn=Steven M. urich, 564 Old York Road, Suite 5 42/ o=Keystone Certifications, Inc., ou, Etters, Pennsylvania 17319 email=suri�ftk*stone4h%.cbh1, •:• Phone: 717-932-8500 C=Us = :: • . . • • • • • : • 0 Fax: 717-932-8501 Date: 2012.b1..13.1111 O:Od J4'd0a • • : . ....... .... . • • . • . • • • • • . •• WWWAEYSiTONOMRSM.COM • 0 000 • 0 0 000 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 cledy@cws.cc Category Windows Subcategory Single-HUng� Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) • • • 9ta-.-"ftat • :00 • • Year • : &WjiE:NC;A./1014NS.2/A440-08 2008 • : *01,:40--0h • 2004 ASTM E 1996-09 2009 ASTM E1886-05 2005 • • • i PA-iA%2�/Z02/253 • 1994 • • • • • • • • • • • • • • • • • •• • Equivalence of Product Standards • ••• • • • • Certified By • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Product Approval Method Method 1 Option A Date Submitted 06/18/2012 Date Validated 08/02/2012 Date Pending FBC Approval Date Approved 08/02/2012 Summary of Products FL # Model, Number or Name Description 156:1 SH-3�i7D - 5H-3700, Aluminum Single HUng,_ Single Glbzed, Impact Limits of Use Certiflcation Agency Certiflcate Approved for use in HVHZ:j Yes FL15699 RO C CAC CAR 138-1003.Ddf Approved for use outside l4VHZ: Yes-' FL15699 RO C CAC CAR 138-1004.Ddf Impact Resistant; Yes FL15699 RO C CAC CAR 138-1005.oddf Design Pressure: +N/A/ -N/A FL15699 RO C CAC CAR 138-1022.12df Other: Large Missile Impact, see Installation drawings for DP FLIS699 RO C CAC CAR 138-1023.Ddf and sizes. Glass complies with ASTM E 1300-04. FL15699 RO C CAC CAR 138-1024.odf FL15699 RO C CAC CAR 138-297.Ddf ••• • • FL15699 RO C CAC CAR 138-298.odf • FL15699 RO C CAC CAR 138-299.p_df • Quality Assurance Contract Expiration Date 12/28/2015 Installation Instructions FL15699 RO II CWS -726 (SH -3700. SG. Imoact).Ddf •• Verified By: Lucas A. Turner 58201 • • Created by Independent Third Party: Yes Evaluation Reports •• FL15699 RO AE DuPont PVB NOA 11-0624 01-odf FL15699 RO AE Eval Reo CWS -726 (SH -3700, SG, Imoart).g_df Created by Independent Third Party: Yes ••• >aaz#< Fm -_-t Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. N you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: go M -M Ed Im 114049140440 �3_1 2ft Air •• • • • • • ••• •• • ••• • • • • % • •• • • • •• ••• •• • • ••• ••• ••• • • • • • • • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Flodda C�,pawentgl Busines Professi NI Regulation a aLva •; � /f ➢„ 1 p zs BCIS Home i Log In User Registration Hot Topics ( Submit Surcharge Stats & Facts ( Publications FBC Staff SCIS Site Map Links Search Product Approval USER: Public User Product Aooroval Menu > Product or Anolication Search > Application List Search Criteria Refine Search Code Version 2010 FL# 15699 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Onnlicatinnn FL# Tvoe Manufacturer Validated By Status FLIS699 New Custom Window Systems Inc. Keystone Certifications, Inc. Approved Category: Windows (717) 932-8500 Subcategory: Single Hung -.approves Dy UDrK. APPrOVdls Dy uDrK snail De revlewee ano rarineo oy me Put- ana/Or rile wmrmssion n necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 -487 -IM The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick help_. Product Approval Accepts: i itZ-1 Search Criteria Code Version 2010 FL# 15699 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Saarrh Racul*c - Annliratlnne FL.# Tvoe Manufacturer Validated By Status FL15699 New Custom Window Systems Inc. Keystone Certifications, Inc. Approved Category: Windows (717) 932-8500 Subcategory: Single Hung nyylvvco vy worn. nyy,wv— uy worm shin ue revieweu anu rauneu uy me rVl- ano/ur ule {-ummisslun it necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address M they have one. The emalis provided may be used for offldal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F S., please dick here . Product Approval Accepts: Lucas A. Turner, P.E., MBA Evaluation Report 726 2080 Mauve Ter. North Port, FL 34286 Ph. 941-380-1574 June 13, 2012 Product Description: Series 3700 Aluminum Single Hung Window, LM Impact, max. unit sizes of 53 1/8" x 84" DP70 Oriel, 53 1/8" x 76" DP70 OX Equal Split, and 37" x 63" DP80 OX Equal Split Manufacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -726, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3795-1, 4A, -2,-2A, -3, and -3A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2008, ASTM E 1886-2002/2004/2005, and ASTM E 1996-2002/2004/2006/2009 3) Supplemental Calculations to support CWS -726, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -726. Limitations of Use: This product: • May be used up to sizes indicated above in Product Description, with glass types, design pressures, and max. glass daylight sizes as shown in CWS -726 • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 11-0624.01 • Requires 6063-T6 aluminum extrusions per CWS -726 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Tumer 2012-06-13 20:02-04:00 6/13/2012 Lucas A. Turner, P.E. FL PE #58201 YSTt�l� t'! V Document Idle: Structural Performance Doc No: FRM BI -02 Rev No: 6 Page: 1 Of: 1 TgYIOA4YQp�. ZJyQ. Certification Config: EM/IM, GS -5/16" Ann Lami Mono Max Width: 53 Authorization Report Max Height: 76 Required By: PRO 61-03 CAR & Product ID Number: 138 - 1003.0 Issue Date: 2/27/2012 Revision Date: 6/22/2012 Expiration Date: 12/28/2015 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 3700 Aluminum Impact Single Hung 1900 SW 44th Avenue Operator Type: H Ocala FL 34474 Config: EM/IM, GS -5/16" Ann Lami Mono Max Width: 53 Max Height: 76 Referenced Standard: Product Rating: PARAS 201/202/203 Large Missile, DP +/-70, 53x76 Qualifying Test Information: Test Report No: Test Report Expiration: NCTL-210-3795-1 12/28/2015 Authorized Signature: •' :•:: Digitally signed by Stever?M.tlrkh • DN: cn=Steven M. Urich, o=Keystone Certificatigns,1nc., ou,... email=surich@keyst&eceAs.com,' . c=us .. . . Date: 2012.06.2216:04 46 OW00' • ••• •• .. • • ;.�Koysjpne Certifications, Inc. 564 Old York Road, Suite 5 ... .E ter% Pennsylvania 17319 PObne: 717-932-8500 •.' ' •: : Fax: 717-932-8501 . ..•.... .... • . . . . . • . . . WWW.1*EYST4)r,eCC49.00NI • ••• ME Honda Depment- BCIS Home Log In � User Registration Hot Topics ` Submit Surcharge j Stats & Facts Publications � FBC Staff I BCIS Site Map ! Links Search Busiiles ,:` \ ,product Approval Profes k'4 USER: Public User Regulation sl�lal;%��,tl>I!�lei Product Approval Menu > Product or Application Search > Apolication List > Application Detail FL # FL16708-R1 r ! Application Type Revision Code Version 2010 Application Status Approved Comments Comments sent 3/3/14 "Missing Signed and sealed evaluation report and validation checklist" jb Archived 1 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Authorized Signature Gary Rollinson fbc@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterfor-Doors- Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE -73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/10/2018 Validated By Locke Bowden I Validation Checklist - Hardcopy Received Certificate of Independence ••• a * ••• •F• L�6�S R.1.rCOI COI Jeid Wen SS 2014.odf • ••• • • • • as •• Referenced Standard and Year (of Standar;) : • • • : Standard • • TAS 201 ••• ••• •JTiS 202 • • • • •• •JAS 203• • • • • • • • • • • • • ••• • • • • Equivalence of Product Standards Certified By • • ••• ♦ r • • ••• • • • • • • • • �• •t •1• ••• 00 •• 0 Year 1994 1994 1994 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/27/2014 02/27/2014 03/04/2014 04/18/2014 • • • •• •• ••• • • • • • • 009 FL # Model, Number or Name Description 16708,1 Design Pro/ Smooth Pro I Single (X) Impact Opaque Fiberglass -poor Limits of Use Installation Instructions Approved for use in HVHZ: Yep - - - FL16708 R1 II A010871 SS.rdf Approved for use outside-HVHZ: Yes' Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing FL16708 R1 AE PER2766 SS.pdf Created by Independent Third Party: Yes 16708.2 Design Pro/ Smooth Pro Single (X) Impact Glazed Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 111 II A010872 SS.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing FL16708 R1 AE PER2767 SS.Ddf Created by Independent Third Party: Yes 16708.3 Design Pro/ Smooth Pro Double (XX) Impact Opaque Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R1 II A010873 SS.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing FL16708 R1 AE PER2768 SS.odf Created by Independent Third Party: Yes 16708.4 Design Pro/ Smooth Pro Double (XX) Impact Glazed Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 RI II A010874 SS.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing FL16708 R1 AE PER2769 SS.Ddf Created by Independent Third Party: Yes 16708.5 Design Pro/ Smooth Pro Single with side lite(s) (X,O/ O,X/ O,X,O) Impact Opaque Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R1 II A010875 SS.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A • • • • • • Qvpluation Reports Other: 9-0-0x6-8 and 9-0x8-0 Inswingaad puf;v4n� + FL�b708 R1 AE PER2770 SS.odf • "+ • • • • •. Cleated by Independent Third Party: Yes • •• 16708.6 Design Pro/ Smooth Pro Single with side lite(s) (X,O/ O,X/ O,X,O) Impact Glazed Fiberglass Door Limits of Use : : ; ' ' In Nation Instructions Approved for use in HVHZ: Yel ; •� • o + FL -k8 R1 II A010876 SS.odf • Approved for use outside HVHZ: Yes• • • • Velified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 9-0-0x6-8 and 9-0x8-0 Insfing andaWitswin�y • • .FJ16708 R1 AE PER2771 SS.adf • • • • M.. -A L... T...L........ A..- TL -A M...i... V _- • • • •• •• ••• • • • • • • 009 I �1COLcu ur anucucuucu� Eek i44i57a8 Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: BSO -487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick ere . Product Approval Accepts: N; Credit 1-1 .. . . 16708.7 Design Pro/ Smooth Pro Double with side lite(s) (XX,O/ O,X)(/ O,XX,O) Impact Opaque . . Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 RI II A010877 SS.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing FL16708 R1 AE PER2772 S ,gdf . ... Created by Independent Third Party: Yes . . .. . 16708.8 Design Pro/ Smooth Pro Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R1 II A010878, SS,g_df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing FL16708 R1 AE PER2773 SS.Ddf Created by Independent Third Party: Yes Eek i44i57a8 Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: BSO -487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick ere . Product Approval Accepts: N; Credit 1-1 .. . . . •• ••• •• . . . . . . %6 . ... . . . . .. . .. . . . .. ... .. . . ••• ••• ... . . . . . . . ... . . . . . . . . . . . . . . . .. . . . . 0 . . . . . . BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 February 27, 2014 TO: FROM: MANUFACTURER: Dear Sir (Madam), Whom It May Concern 398 E. Dania Beach. Blvd Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 JELD-WEN, Inc. 3737 Lakeport Blvd. Klamath Falls, OR 97601 To the best of my knowledge, the product(s) enclosed with this document conform to the current edition of the Florida Building Code. Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, i :� � : ��• �' � ,moi 7 _ .-o• TT �= Digitally signed by Hermes F. Norero, P.E. 0 X�F I... �P �� Reason: I am approving this document �i Date: 2014.02.2710:37:29-05'00'sly N� ; �?��``` Hermes F. Norero, P.E. Florida Registered Professional Engineer #73778 .. . . . . . •.• .. . ... . . . . .. . ... . . .. ... .. . . ... ... ... . .. . .. . . . .. . . . .. .. .. . Page 1 of 1 . . . . . . . . . . .. .. . . . .. .. . 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 41i A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation ort Of JELD-WEN, inc. Design Pro / Smooth Pro Impact Approved For use in the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro /Smooth Pro Impact Approved For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0" X C--8" (Nominal) 3'-0" X 8'-0" (Nominal) Prepared For: JELD-WEN, roam Prepared by: I.3Vfmes Aff(:rero,-f-.E. Flor:d&PTofessio$al E$.tineer� 7 778 • • • • -date: W19/62014 • `%"J%%1111111111111 %%1u i 11111111FO � A,�d 7 TT _ ' * vr. 4"D' Contents:s��N, ; �$%��`` Evaluation l;ertc" . . . Pages 1..—.5 6igiiall;'si rid ly Hermes F. Norero, P.E. Hermes F. Norero, P.E. • Reagdn: Ilarrrappro0" this document Florida No. 73778 Date: 2014.02.2617:16.48 -05'00' �9 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Door Assemblies Compliance Method: State Product Approval (1)(d) Product Name: Design Pro / Smooth Pro Impact Approved For use in the High Velocity Hurricane Zone (HVHZ) 3'-0" X 6'-8" (Nominal) 3'-0" X 8'-0" (Nominal) FL#: Date: 02/18/2014 Report No: 2766 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN Inc. based on Method 1d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions A010871, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 00 0 0 0 0 *`e 00 4. Site conditions that devi4te+frprp tbe,4etalls of do3wing A010871 require further engineering analysis by a licensed eA§in'e& dr reEis$ereb architect. 5. See Installation Instructions 4010871 `or siie and design pressure limitations. . . ... ... ... . 0,10 • . • . • •• . . . ... . . . . .. . .. . . .... . . .... . . ..... . . .... . . . ... Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 /C/A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: Date: 02/18/2014 Report No: 2766 Quality Assurance Entity: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation & Management Institute (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report # Report Date: SJW2013-131-TAS 7/2/13 SJW2013-206-TAS 11/13/13 SJ W 2013-246 12/17/13 SJ W 2013-231 12/3/13 SJ W 2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 NCTL-210-3925-03 02/07/14 2. Quality Assurance Entity National Accreditation & Management Institute (FBC Organization #QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/09 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635-10, ASTM D638-10, ASTM D1929-12, ASTM D2843-10, ASTM G155-95 . . a. . . .. • • • Report%ij'A4CV$211.6.114port Date: 02/26/13 . . . . . . .. . . . .. ... a.. 000 . ... ... ... . . .. ... .. . . . . . . . . . . . . . 000 .. . Hermes F. Norero, P.E. • 0:0 •• Florida No. 73778 . . . . V: . . . . Page 3 of 5 .. .. . . . .. .. . . . ... . . . ... BUILDING DROPS A Perfect Solution in Every Drop ' Certificate of Authorization: 29578 Equivalence of Test Standards: FL#: Date: 02/18/2014 Report No: 2766 Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, Inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 2) ASTM D635-10 3) ASTM D638-10 4) ASTM D1929-12 5) ASTM D2843-10 6) ASTM G155-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-07 2) ASTM D635-06 3) ASTM D638-03 4) ASTM D1929-96 (2000) e01 5) ASTM D2843-99 (2004) e01 6) ASTM G155 -05a After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the current Florida Building Code. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILDING DROPS .; A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL#: Date: 02/18/2014 Report No: 2766 Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon or %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or Y4" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010871) for anchor spacing and more details of the installation requirements. Design Pressure: •• MAX. OVERALL DEStGN PRESSURE (PSF) • • NOMINAL SIZE •• MISSILE rIMPACr r aNG • • • • • • • • • •• • • • •• ••• •• • • ••• •• • • • • • ••• •• % • • • • • • • • • •• • • • •• ••• •• • • ••• ••• ••• • • •• • • • • • • • • • • • • • • •• • . . ••• . . . . ••• . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 F 3 lo; a D parC�entd) BCIS Home Log In ! User Registration Hot Topics I Submit Surcharge i Stats & Facts Publications FBC Staff Bas Site Map C Unke Search Busines Profess nalOUSER: (Product Approval Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detall t ;a FL # FL16132 Application Type New Code Version 2010 Application Status Approved Comments Archived (l Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (954)781-4430 smetzger@tmwindow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J? Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE -0046549 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By National Accreditation and Management Institute 12/31/2015 Keith E. Lorinos, PE ql Validation Checklist - Hardcopy Received Certificate of Independence FL16132 RO CQI Financial.odf •• ••• • Referenced Standard and Year (oj Standard)• • 0�d'�rd • • • •• • Year •• • i i: -:4%20f 1994 •. ••• •• • -&f 2d' 1994 TAS 203 1994 Equivalence of Product Standards • • . • • Certified B • • • • e • • . • • • • • Sections from the Code • • • • • • • • • • •• •• ••• • • • • • • •• •• ••• • • ' Product Approval Method Method 1 Option D Date Submitted 12/21/2012 Date Validated 12/21/2012 Date Pending FBC Approval 12/26/2012 Date Approved 02/04/2013 Summary of Products FL # Model, Number or Name Description 16132.1 Series 525 Casement Window Aluminum Casement Window Large and Small Missile Impact Limits of Use Installation Instructions Approved for use in HVH& Yes FL16132 RO II Dwo.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo P.E. PE -0046549 Impact Resistant:, Yes; Created by Independent Third Party: Yes Design Pressure: +70/-75 Evaluation Reports Other: FL16132 RO AE Eval.Ddf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact S50.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Ifthey have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: go FIN E9 C1 redia ar" A.FEI ENGINEERING EXE Product Evaluation Report December 21, 2012 Application Number: FLB Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description Scope of Evaluation: FL# 16132.1 12-TMW-07 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 525 Casement Window Large & Small Missile Impact Resistant This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 9N- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #12-TMW-07 titled "Series 525 Casement Window", sheets 1-8, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P. E. is an integral part of this Evaluation Report. TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report #1213.01-12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) #1213.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations • • .0: • : go,' 000 3. Glass Capacity • • ' ' ' ' 0.0 4. Anchor Capacity.. ... • go: ' ' ' ' . . . .. No 33% increase in allowable stress has been used in t he design of each product. • The following are approved for use ir;th�M�-Ills ;gecifieV jp thoR corresponding NOAs: • • • • • ••• 160 SW 12T" AjE1j1F• 11T$ D:ER:Ir.LD BEACH, FL 33442 PHONE: 95.,J;3;•4PQ6%b .C4409!:4-354-0443 WWW.ENGEXP.COM ENGINEERING December 21, 2012 TM Window, LLC. — Series 525 Casement Window (LNII & SMI) Page 2 of 2 • DuPont Saflex Interlayer (NOA # 11-1102.11) • DuPont PVB Interlayer (NOA #11-1118.03) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each products respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12T" AvgVVE, # 1P6. 11Er*rarwiBCD B� AGH, FL 33442 PHONE: 954-154t-06:4 ,::A4: 454+354-0443 :WqV-E 44E1PEON•*•i ••• 0 • 0 ••• 0 0 . ......... • . . . •• .. ••• •• .. . .. . . . . . 160 SW 12T" AvgVVE, # 1P6. 11Er*rarwiBCD B� AGH, FL 33442 PHONE: 954-154t-06:4 ,::A4: 454+354-0443 :WqV-E 44E1PEON•*•i ••• 0 • 0 ••• 0 0 s , •„ '� 5� �•5 ^33a �y��y� �i� ,?�;,#r;,.. jt��ls �.,..�, .. �x�u..:`;-�° �W., • Vii' �'fi ��1, , 1u x';"s' . # r :> SCIS Home Log In User Registration Hot Topics `:. Submit Surcharge Stats &Facts ! Publications FBC Staff BCIS Site Map ( Links € Search Product Approval USER: Public User Product Aoorovai Menu > Product or Application Search > Apolicadon List > Application Detail FL # FL10272-114 Application Type Revision Code Version 2010 Application Status Approved Comments 2004 Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue 1.19V6-020 Ocala, FL 34474 • i (352)368-6922 Ext 207 • .plSTL4 ... �A 'l�VC /2071201 mlafevre@cws.cc Authorized Signature Michael LaFevre • • • •••• • mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. • Ocala, FL 34474 ••• 0 0 Y ••• (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 cledy@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �4 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2015 Validated By Steven M. Urich, PE • • • A%kll&4nUeckl4- Hardcopy Received • ••• • • • • •• • Certificate of Independence •• • •FL10271•R4 CO1 EvaTRep CWS -252F (SGD-8920 PXXXX IMPACT),pdf Referenced Standard and Year (of Standa • • • ••• ••• ••• • • Year •+• Nnnddq• • I:S.2/A440-05 � 2005 • • • • , �q �AyCSk10*t/♦ ASTM E #300-04 • • 2004 ASTM E1886-02 2002 1.19V6-020 2002 • i • • .plSTL4 ... �A 'l�VC /2071201 1994 • • • • • • •••• • •• •• • • • •• • • • • ••• 0 0 Y ••• Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prnducta Method 1 Option D 09/18/2013 09/20/2013 10/20/2013 12/13/2013 i3ae4a S'VfJc@ Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . •• • • • • • ••• •• • • Oroduol AppravabAccepts: • 00 ar • • • ° • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• •• •• • • • •• •• • • • ••• • • • ••• FL # Model, Number or Name Description 10272,1 SGD-8920/8950 "PXXXX" SGD-8920/8950 "PXXXX", 16'x 8', By Pass, and Pocket Sliding Glass Door, +/- 67.5 DP, IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10272 R4 II CWS -252F (SGD-8920, PXXXX. IMPACT).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: Max. 3'x 6'8" nominal Pnl. with PVB interlayer, Max. 4' FL10272 R4 AE DuPont PVB NOA 13-0129 27.12d x 8' nominal Pnl. with SGP Interlayer. Large Missile, 192" x 96", FL10272 R4 AE DuPont SGP NOA 11-0624 02 Ddf FL10272 R4 AE EvaIReD CWS -252F (SGD-8920. PXXXX. +/- 67.5 psf, IMPACT. IMPACT).Ddf FL10272 R4 AE Mikron NOA 11-0830 09,pd_f Created by Independent Third Party: Yes 10272.2 SGD-8920/8950-90 Degree SGD-8920/8950 90 degree, 16'x 16'x 8', By -Pass and Pocket, Sliding Glass Door. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10272 R4 II CWS -253E (SGD-8920, 90 Deg, IMPACT) Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: Large Missile, Max. 4'x 8' panels, DP = +/- 67.5 psf. FL10272 R4 AE DuPont SGP NOA 11-0624 02.rdf FL10272 R4 AE EvaIReD CWS -253E (SGD-8920. 90 Dea, IMPACT).odf FL10272 R4 AE Mikron NOA 11-0830 09.Dddf Created by Independent Third Party: Yes i3ae4a S'VfJc@ Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . •• • • • • • ••• •• • • Oroduol AppravabAccepts: • 00 ar • • • ° • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• •• •• • • • •• •• • • • ••• • • • ••• TURNER ENGINEERING & CONSULTING, INC. 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 252F September 17, 2013 Product Description: Series 8920 Sliding Glass Door, LM Impact, 4'x8' nominal max. panel Manufacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -252F, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3429-1 and 4A, and NCTL-210-3888-1, -lA, -2, and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-2005/2008, and ASTM E 1886/1996 2002/2006 3) Supplemental Calculations to support CWS -252F, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -252F. Limitations of Use: This product: • May be used in up to 49 1/8" x 93 3/16" panel sizes (96" max. door height), with glass type and max. glass daylight sizes as shown in CWS -252F • Achieves design pressures of +/-67.5 psf with sill riser 1698 • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • For up to 96" door heights with 4' nominal panel widths, requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. #11-0624.02. For up to 80" door heights with 3' nominal panel widths, requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. #13-0129.27. • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other eM4yVr*igjvgd�n,thr"sting or approval process of this product. • �.: � � ��+�� R� ��'�. . 0'-o • ., LL %'A-% A F We . 9/17/2013 Lucas A. Turner, P.E. FL PE #58201 Lucas Turner 2013-09-17 15:22-04:00 MM®D1p1DE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mY.Mlamidade aaylbnlidins E.I. DuPont De Nemours & Co., Inc. DuPont P&IP Chestnut Run Plaza, 712/161, P.O. Box 80712 Wilmington, DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: DuPont SentryGlas® Interlayer APPROVAL DOCUMENT: Drawing No. 10-0413.04, titled "DuPont SentryGlasO Interlayer", sheet 1 of 1, dated 04/13/11, prepared by E.I. DuPont De Nemours & Co., Inc., signed and sealed by Allan A. Kozich, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with: "MDCA - SentryGlas®", standing for "Miami -Dade County Approved — SentryGlasV', and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the SentryGlasO interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA gh!ll. bo provided to the user by the manufacturer or its distributors and shall be available for inspec4en g thq j$ ilij at the request of the Building Oficial. This NOA renews NOA # 10-0413.04 a114,cc4is1st§. f INS-I%W, %yjdence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrem. P E. •0 0 0• • • NOA No: 11-0624.02 M' . eco r • • Expiration Date: January 14, 2017 � `� /rr • • . Approval Date: August 25,Ag20e1 � PAP .. .. . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... E.I. Want De Nemours & Co.. Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWING 1. Drawing No. 10-0413.04, titled "DuPont SentryGlasO Interlayer", sheet I. of 1, dated 04113111, prepared by E.I. DuPont De Nemours & Co., Inc., signed and sealed by Allan A. Kozich, P.E. B. TEST REPORTS Laboratory Report Test Date Signature 1. 96177.02-106-18 ASTM D 635 02/22/10 Joseph A. Reed, P.E. 2. 96177.02-106-18 ASTM D1929 02/22/10 Joseph A. Reed, P.E. 3. 96177.02-10648' ASTM D2843' 02122/10 Joseph A." Reed; PS. "Submitted under NOA #.10-0413.0411 1. 3136116SAT-001 ASTM D 635 10/25107 Chris Bowness, P.E. 2. 3111755SAT-002 ASTM D1929 01/02107 Chris Bowness, P.E. 3. 3111755SAT-001 ASTM E 84 12/19/06 Chris Bowness, P.E. 4. PRIO6246 ASTM G 26 06/26/07 Due T. Nguyen, P.E. 3. PRIO6246 ASTM D 790 06/26/07 Due T. Nguyen, P.E. "Submitted under NOA # 07-1116.04" ' C. CALCULATIONS• 1. None D. MATERIAL CERTIFICATIONS 1. None. E. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC) F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC and no financial interest issued by Allan A. Kozich & Associates, dated 08/09111, signed and sealed by Allan A. Kozich, P.E. 2. Laboratory 2007 F.B.0 compliance letter issued by Architectural Testing, Inc., dated 02/22/10, signed and sealed by Joseph A. Reed, P.E. "Submitted under NOA # 10-0413-04" 3. Approved listing of SentryGlas® Plus laminators dated November 30, 2005, signed by Jeffrey D. Granato. "Submitted under NOA # 06-1205.10" .. . . . ...... . . %:.... % . oBI�� . ... ... ... '— Carlos M. Utrera, P.E. • Product Control Examiner • NOA No 11-0624.02 . . . . . . . .. . • • • • Expiration Date: January 14, 2017 Approval Date: August 25, 2011 . . . . . . . . . . .. .. . . . . . .. .. .. . . ... . .. DUPONT SENTRYGLASO INTERLAYER A B C SECTION PRODUCT DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS & CO., INC. DESCRIPTION: A PLASTIC INTERLAYER MATERIAL WHICH IS FACTORY LAMINATED TO A MINIMUM OF TWO PIECES OF GLASS. A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS: (MINIMUM THICKNESS INDICATED. MULTIPLE PLIES OF INTERLAYER TO BE USED AS NECESSARY). A - 118"(3.0 mm) Annealed Glass B - 0.030" (0.76 mm) DuPont SentryGlas@ Interlayer C - 1/8"(3.0 mm) Annealed Glass MATERIAL CHARACTERISTICS SentryGlasO Interlayer Designation Test Properties Flame Spread Index ASTM E84 35 Smoke Developed Index ASTM E84 250 Flash Ignition Temperature 1 ASTM D1929 788 F Flash Ignition Temperature 121 ASTM D1929 752 F Self Ignition Temperature [11 ASTM D1929 806 F Self Ignition Temperature 2 ASTM D1929 770 F Average Extent of Burning 1 ASTM D636 0 cm/min.; Class C1 Average Extent of Burning 2 ASTM D635 0 cm/mina Class CC1 Average Modulus of Rupture I ASTM D790 Weathering* *WEATHERING PER SECTION 2612.2 OF THE FLORIDA BUILDING CODE Before 6,416 psi After 6,366 psi NOTES: [1] 30 mil (0.76mm) thickness DuPont SentryGlas@ Interlayer Sample [2] 180 mil (3.3mm) thickness DuPont SentryGlas@ Interlayer Sample [3] DuPont SentryGlas@ Interlayer by Itself Does Not Comply With the Florida Building Code THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. • • • • • • • • • • •• •• • • • •• •• • • • 000 0 0 0 000 DuPont SentrvGlasaD Interiaver E.I. duPont de Nemours & Co., Inc. ` • : i •' • :: DuPont P&IP - GLS Zh"ut Run Plaza Bldg 7121161 • •::P. Q ��ox 80712 �.' ..::.:: • ' ' • • •11 ton DE 19880-0712 Phone: 302-999-2125 • • • • • • • Dvq, 10.0413.04 rev 1. Sheet 1 of 1 r • • • Dr Iw1m9 Date: 04/13/11 �' ;g 0 s e • • e • Atlpn A. Kozich, PE JUN �, r' Registration # 16864 • • • • • • • • • • •• •• • • • •• •• • • • 000 0 0 0 000 Submit Surcharge j Stats & Facts I Publications FBC Staff ( BCIS Site Map # Unks Search 121111MIJIMM Product Aporovai Menu > Product or Application Search > Application Ust > Application Detail FL # FL15810 I Application Type New Code Version 2010— 010JApplication ApplicationStatus ,Approved • *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by • the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Stancia}d ar?d je4 (pf ,§ilardfrd= .00 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Cal Ledy 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 cledy@cws.cc Windows) Fixed - Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard AAMA/ W D MA/CSA/ 101/I. S.2/A440-08 ASTM E 1300-04 ASTM E 1996-09 ASTM E1886-05 PA TAS 201/202/203 Year 2008 2004 2009 2005 1994 • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • •• • • • • • • • Equivalence of Product Standards Certified By • •• •• • • • •• •• Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Cal Ledy 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 cledy@cws.cc Windows) Fixed - Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard AAMA/ W D MA/CSA/ 101/I. S.2/A440-08 ASTM E 1300-04 ASTM E 1996-09 ASTM E1886-05 PA TAS 201/202/203 Year 2008 2004 2009 2005 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 07/30/2012 08/02/2012 08/05/2012 FL # Model, Number or Name Description 15810.1 PW -3750 Picture Window PW -3750 Aluminum Fixed Window, Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15810 RO C CAC CAR 138-1027.pdf Approved for use outside HVHZ: Yes FL15810 RO C CAC CAR 138-1028.Ddf Impact Resistant: Yes FLIS810 ROC CAC CAR 138-1034.g_df Design Pressure: N/A FL15810 RQ C CAC CAR 138-1043.odf Other: Large Missile Impact, see installation drawings for DP FL15810 RO C CAC CAR 138-503,odf and sizes. Glass complies with ASTM E 1300-04. FL15810 RO C CAC CAR 138-504.pdf Quality Assurance Contract Expiration Date 05/21/2016 Installation Instructions FL15810 RO II CWS -810 (PW -3750,S_ G. Impact),nd Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports ELIS810 RQ AE DuPont PVB NOA 11-0624 01,odf FLIS810 RO AE DuPont SGP NOA 11-0624 02.(df FL15810 RO AE Eval Rea CWS -810 (PW -3750. SG. Impact).gdf Created by Independent Third Party: Yes 15810.2 PW -4700 Picture Window PW -4700 Aluminum Fixed Window, Impact Limits of Use Certification Agency Certificate Approved for use in HVHV: Yes FL15810 RO C CAC CAR 138-1029.ndf Approved for use outside HVHZ: Yes FL15810 RO C CAC CAR 138-1030.odf Impact Resistant Yes FL15810 RO C CAC CAR 138-1041,pddf Design Pressure: N/A FL15810 RO C CAC CAR 138-1042.odf Other: Large Missile Impact, see installation drawings for DP FL15810 RO C CAC CAR 138-505.Ddf and sizes.Glass complies with ASTM E 1300-04. FL15810 RO C CAC CAR 138-506.Ddf Quality Assurance Contract Expiration Date 05/21/2016 Installation Instructions FLIS810 RO II CWS -811 (PW -4700. SG; Imaact).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL15810 RO AE DuPont PVB NOA 11-0624 01.Ddf FLIS810 RO AE DuPont SGP NOA 11-0624 02.Ddf FL15810 RO AE Eval Rep CWS -811 (PW -4700. SG. Imnact).Ddf Created by Independent Third Party: Yes • • • • • • Contact Us :6 1960 Nortb Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of FlAHda Is an AVEE6 G� Imployr. notit 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement • •• • • • • Under Florida law, em4II jdrqFj4 arae o1$Iic r%cordL If oysdp not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Ifthey have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide ttlp�jpopartrn" WRtW email addrqss wych can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., • • • • • • • please dick here . • • • • • • • • • Product Approval Accepts: • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TURNER ENGINEERING & CONSULTING, INC. 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 811 July 30, 2012 Product Description: Series 4700 Aluminum Fixed Window, LM Impact, 76" x 60" unit size O at 65 psf Design Pressure, and 74 1/8" x 37 1/16" unit size O at 80 psf Design Pressure Manufacturer: Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -811, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3813-1, -lA, -2, and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-08, ASTM E 1886-02/04/05, and ASTM E 1996-02/04/06/09. 3) Supplemental Calculations to support CWS -811, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -811. Limitations of Use: This product: • May be used up to sizes and Design Pressures as indicated above, with glass types and max. glass daylight sizes as shown in CWS -811 • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami - Dade N.O.A. #11-0624.02 for 76" x 60", 65 psf configurations • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 for 74 1/8" x 37 1/16", 80 psf configurations Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. • •• • ••• ••• ••• ... •• . • . • Lucas Turner ;•; 2012-07-30 12:24-04600 � • • • : • i;.,., 6`�*Tsar■se.�a, '��► .' •d`� r� No 50201 P • i • :� • s+i wr • '. STATE OF .� ,ONAL .1� 7/30/2012 Lucas A. Turner, P.E. FL PE #58201 V�gYSTON Document Title: Impact Performance Certification Doc No: FIRM 81-43 Rev No: 3 Page: 1 Of: 1 Operator Type: FW Authorization Report Config: No, GS -7/16" Ann Lami Mono Required By: PRO B1-03 CAR & Product ID Number: 138 - 506 Issue Date: 7/3/2012 Revision Date: 7/3/2012 Expiration Date: 5/21/2016 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window System's, Inc Model: 4700 Aluminum Impact Fixed 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS -7/16" Ann Lami Mono Max Width: 76 Max Height: 60 Corresponding Structural CARs: 138-1030.0 Referenced Standard: Product Rating: ASTM E1886 -02/04/05/E1996-02-04/06/09 Missile Levet D, -Wind Zone 4 DP +/-65 76x60 Qualifying Test Information: Test Report No: Test Report Expiration: 105/21/2016 NCTI-210-3813-2A . ......... . Authorized Signature;- ••; ••; ••• ; ; ,•• Digitally signed by Jon Hill DN: cn=Jon Hill, o=Keyston .L'ertific atP$n1,1Qc ou, . . . remail=4Rill@k9ystpnece1ts$oM, .c—US006 008960 • Date: 2012.07.0314:55:11 -04'00' Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 • • • • • • • , EYSfONECERTS.COM ••• • • • ••• • • MIAMFC�A� MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade,ggyJ ►era! Labrador-& Fundora Corp dba V & V -Windows 2355 W 4h Avenue -- Hialeah; FL -33010-1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1130011 Outswing 8'0 Glazed Aluminum EntranceDoor - LALT' APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out -Swing Entrance Door sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared' by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Iargi and Small Missile Impact -Resistant: LIMITATIONS: 1. The maximum positive exterior design pressure shall be + 66.30 psf where water infiltration requirement is needed. 2. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: TheUA• • • nt • • • • • • I'Ij np IlOr' ;p�cEded. by the words Miami -Dade County, Florida, and followed by the expiration date may 1d d3s$layeM Avertising literature. If any portion of the NOA is displayed, then it shall be done In its entirety. INSPECTION: A copy of this entire 1 JOA hall be grovided to the user by the manufacturer or its distributors and shall be avail We �r inspgetiop'bt the jpb site at the request of the Building Official. This NOA revises NOA No! 14 4806b4 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. • • • • The submitted documentation was reviewed by Jaime D. Gascon, P. E. • NOA No. 12-0113.02 MIAM4DADECOUNTY i i • • i i i• i • •, • • • • Expiration Date: September 01, 2015 ` q IZ• • • • Approval Date: April 19, 2012 Page 1 I Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1 Manufacturer's.die drawings and sections. (Submitted under previous NOA No. 10-0406.04) 2. Drawing No. W10-08, titled "Series Aluminum Out -Swing Entrance Door (L'.M.L)", sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201---94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" swing door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0403.02-08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. U. and -Edmunds J.-Largaespada; P. E. (Submitted under previous NOA No. 10-0406.04) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, dazed March 18, 2010, prepared by Al-Farooq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0406.04) 2. Statement letter of conformance and compliance with the FBC 2010, prepared by Al-Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 3. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of AcceptanQe No. 14-4624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "Dvont ; Biu#aCi� P� Interlayer" dated 09/08/2011, expiring on 12/11/2016...' ..: '.: '.' . 0•9 090 0.9 . . .•09 . . . . .9 . . . • . . 9. • ... . . . . ... . . ••• • • • ••• • • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 Labrador & Fundora Cory dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 201.0, prepared by AI Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC 2007, prepared by Ai-Farooq Corporation, dated 04/30/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0406.04) 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. (Submitted under previous NOA No. 10-0406.04) 4. Laboratory compliance letter for Test Report No. ATLSF-11403.02-08, issued by American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 10-0406.04) G. OTHERS 2. Notice of Acceptance No. 10-0406.04, issued to Labrador & Fundora Corp dba V & V Window for their Series "300" 810" outswing Glazed Aluminum Entrance Door - L.M.I.", approved on 09/01/10 and expiring on 09/01/15. Jaime D. Gasc, P. E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 • •• • • • • ••• • •• ••• •• • • • •• 84,0 ... . . .... . Jaime D. Gasc, P. E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 :sees: •4••4• 0000.. 00.00. •0000• • 0004•• RAMMS ENGINEERING, INC. Kd=.85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE - 75 MPH WIND ZONE • 0000.. .. 0000 • 4 • • • • Length of End Zone (a): 10% of least horizontal dimension or .4 h, whicheet I �but not less than 4% of least horizontal dimension or 3 % (h. = mean roof n ). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Interior &Exterior Zones (4&5 -Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, utary Area in Square Feet Height 10 20 30 40 50 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 ' 15 ` 40.4 38.5 37.5 36.7 36.1 35,7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 '40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 • • 40 49.4 47.2 45.9 44:9 44.2 43.6 56.- •ln4erior 7oae (4 -Walls) Negative Pressures �t osure•e For the 175 mph Wind Zone CATEGORY 2 • • • • • • • • • •... Height.. • • • axin4Um • Effective Wind Area or, utary Area in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 • 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 51.8 49.4 48.1 47.1 n 46.4 45.7 • 6 53.7 51.2 49.8 48.8 48.1 47.4 •ln4erior 7oae (4 -Walls) Negative Pressures �t osure•e For the 175 mph Wind Zone CATEGORY 2 • • • • • • • • • •... Height.. • • • axin4Um • Effective Wind Area or, utary Area in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 • 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, utary Area in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13- 15 -54.1 -50.4 -48.3 .-46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 ' 50 -69.3 -64.7 -61.9 -60.0._ . _- --5$.5 -5 60 -71.9 -67.0 -64.2 -62.2 -60.6 .4 0000•. 00.00. • sees.. sees•• se • sees•• JUL '9'j Z014 ••0• OPENING OPENING ZONE SIZE sees . •e NOA DESIGN REQUIRED GLASS CONNECTION •0•••e SHUTTER • LOCATION LOCATION WIDTH HEIGH • 00.00• 0000 •• • . • • •. 000000 12 W1 ZONE 4 37 •• 0000 e •sees• 38 • •• sees•• YES NO X YES NO YES NO 3 W2 • • • sees • • • ^70 00000 38 ADDRE:429 NE 99TH STREET MIAMI, FL 331 ORODUCT APPROVAL REVIEW FORM QTY OPENING OPENING ZONE SIZE NOA NUMBER OR FL NOA DESIGN REQUIRED GLASS CONNECTION EGRESS SHUTTER WATER LOCATION LOCATION WIDTH HEIGH NUMBER PRESSURE + PSF - PSF DESIGN + PSF - PSF THICKNESS TYPE REQUIREMENT REQUIREMENT INFILTRATION 12 W1 ZONE 4 37 38 318 FL15699 701 70 38 41.3 5/16" TAPCON YES NO X YES NO YES NO 3 W2 ZONE 4 37 50 5/8 TL -15699 ^70 70 38 41.3 5/16" TAPCON X X X X 3 W3 ZONE 4 18 38 3/8 FL15699 70 70 38 41.3 5/16" TAPCON X X X 1 IW4 ZONE 4 37 38318 -96'-518 FL 16132.1 70 75 38 41.3 5/16" TAPCON X X X 2 W5 ZONE 4 37 FL 16132.1 70 75 38 41.3 5/16" TAPCON X X X 1 W6 ZONE 4 74 50 5/8 FL 15810 65 65 38 41.3 5/16" TAPCON X I X X 2 W7 ZONE 4 1 74 50 5/8 FL 15814.1 60 60 38 41.3-5/ 611 TAPCON I X X X 3 W8 ZONE 4 11111 38 318 FL 15814.1 601 60 38 41.3 5/16" 1 PCON I X X X 2 W9 ZONE 4 53 26 FL 15814.1 60 60 38 41.3 5/16" TAPCON X X X 1 D1 ZONE 4 76 85 12-0113.02 66.3 75.6 38 41.3 7/16" 1 TAPCO I X X X 1 D2 ZONE 4 37 80 12-0113.02 70 80 38 41.3 7/16" 1 PCO I X X X t D3 ZONE 4 32 80 FL16708.1 65 -67.5-67.5 55 38 41.3 TAPCON X X X 1 D4 ZONE 4 108 89 FL 10272.1 38 41.31 1" I TAPCON X I X X 1 D5 IZONE 4 788 88 FL 10272.1 67.5 67.5 38 41.3 1"1 TAPCON XX X 2 W1 MULLI ZONE 4 1 1X4 1 50 5/8 FL 9520.2 120 120 38 41.3 0 TAPCON X I X BUILDING HEIGHT 15' WIND SPEED= 176 M.P.H IMPORTANCE FACTOR= .85 EXPOSURE CATEGORY=C WIND ANALYSIS PER ASCE 7-10 1/8" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PV9 BY 'DUPONT' 1/8" HEAT STREWD GLASS SILICONE DOW 995 PECORA 895 z i 20 25 11 � I GLASS TYPE 'AL' 5/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1-3/16" HEAT STREN'D GLASS SILICONE DOW 995 PECORA 895 z � � i i � 20 II I i 25 t f 11 � � r GLAZING OPTIONS GLA�aS TYPE 'B' i 7/16" OVERALL LAM. GLASS 0000•• • 0.0.00 j;TH[ESE DOORS ARE RATED FOR LARGE &-SMALL _MWIL IMPACT. SHUTTERS ARE NOT REQUIRED. -- - ALUMINUM OUTSWING ENTRANCE DOO SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET 5. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 0 0 1 N N drawing no. W10--08 sheet 1 of 12 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER z LOADS TO THE STRUCTURE. 5 ao ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 20 .r / i \ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ry , ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. 21 i / Engn JAVAD. *[MAD J CML FLA. PE,,0592 PICODUC'P R13VISED C.A.N. 35 6 e9 ournplyin8 with the Florida GLAZING DETAIL BaiidinCCodo �.•©�� Ac"OptenceNo G AT SIDELITE/TRANS-0 q Jew S? U Miami adv P duct Control . 4 0 0 1 N N drawing no. W10--08 sheet 1 of 12 a a a 39 5/8" MAX. SURFACE APPLIED FALSE MUN71NS OR DECORATIVE GRILL MAY BE USED B 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH 76" MAX. 12" 5" MAX. MAX. EAD/SILL Q _ HEAD SILL a = a Z O — � Q M 3� z SURFACE APPLIED a FALSE MUNTINS OR /D DECORATIVE GRILL EXT.(+) INT.(—) _ MAY BE USED I I 70.0 80.0 7 80.0 39-5/8" 66.3 75.8 66.3 75.8 75.8 66.3 75.8 �I D / II I II I or W ©g a p 41 i I I if \ II \ II \ II I I II v 1 II rr \ II \ I I I I v II \ _ INACTIVE I ACTIVE SURFACE APPLIED FALSE MUN71NS OR DECORATIVE GRILL MAY BE USED B 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH 76" MAX. 12" 5" MAX. MAX. EAD/SILL Q _ HEAD SILL a = a Z O — � Q M DOORS LOAD CAPACITY — PSF SINGLE DOORS WITHOUT TRANSOM (X) 3� z SURFACE APPLIED a FALSE MUNTINS OR /D DECORATIVE GRILL EXT.(+) INT.(—) _ MAY BE USED DOORS LOAD CAPACITY — PSF SINGLE DOORS WITHOUT TRANSOM (X) DOOR DIMS. GLASS TYPE `A' GLASS TYPE 4119 FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(—) EXT.(+) INT.(—) _ FRAME WIDTH FRAME EXT.(+) HEIGHT 70.0 80.0 7 80.0 39-5/8" 66.3 75.8 66.3 75.8 26 3/4" MAX. 26 3/4" MAX. D.L. OPG. D.L. OPG. 36 3/4" MAX. (X)_, l HEAD ANCHORS AT STILE ENDS (4) AT 3" O.C. N ME z �o � o U DOORS LOAD CAPACITY — PSF DOUBLE DOORS 'WITHOUT TRANSOM (XX) if GLASS TYPE GLASS TYPE DOOR DIMS. W *B. FRAME WIDTH FRAME EXT.(+) HEIGHT INT.(—) EXT.(+) INT.(—) 70.0 9fi , 68.3 80.0 76" 75.8 66.3 75.8 II I if II v 1 / I v ACTIVE _ INACTIVE 26 3/4" MAX. 26 3/4" MAX. D.L. OPG. D.L. OPG. 36 3/4" MAX. (X)_, l HEAD ANCHORS AT STILE ENDS (4) AT 3" O.C. N ME z �o � o U NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 I CIVIL. FLA PE 70592 C.A.N.. 538 . LODUCT REVISED oomplybig with the Florida rlidims Codc t N _ra a a A T gWus a >rZZ N O_ O •11 0 N o drawing no. W10-08 sheet 2 of 12 DOORS LOAD CAPACITY — PSF DOUBLE DOORS 'WITHOUT TRANSOM (XX) GLASS TYPE GLASS TYPE DOOR DIMS. W *B. FRAME WIDTH FRAME EXT.(+) HEIGHT INT.(—) EXT.(+) INT.(—) 70.0 9fi , 68.3 80.0 76" 75.8 66.3 75.8 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 I CIVIL. FLA PE 70592 C.A.N.. 538 . LODUCT REVISED oomplybig with the Florida rlidims Codc t N _ra a a A T gWus a >rZZ N O_ O •11 0 N o drawing no. W10-08 sheet 2 of 12 39 5/8" MAX. FRAME WIDTH D.L. OPG. 12„ 5" MAX. MAXHC. EAD/SILL F SILL SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH (O/X) (2) ANCHORS AT TRANSOM ENDS SINGLE DOORS DOORS LOAD CAPACITY - PSF SINGLE DOORS WITH TRANSOM (0/X) GLASS TYPE GLASS TYPE DOOR DIMS. 'A' CBS FRAME FRAME EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT n / I 70.0 80.0 37-5/8" 120" 70.0 80.0 70.0 80.0 39-5/8" 66.3 75.8 66.3 75.8 O Q U 3: x 00 o ifl, I \ II \ II \ II I 1 I I II \ I II II \ I I II \ I II \ 1 L ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH (O/X) (2) ANCHORS AT TRANSOM ENDS SINGLE DOORS DOORS LOAD CAPACITY - PSF SINGLE DOORS WITH TRANSOM (0/X) GLASS TYPE GLASS TYPE DOOR DIMS. 'A' CBS FRAME FRAME EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT 70.0 80.0 70.0 80.0 37-5/8" 120" 70.0 80.0 70.0 80.0 39-5/8" 66.3 75.8 66.3 75.8 SURFACE APPLIED FALSE MUNTiNS OR DECORATIVE GRILL MAY BE USED MUM (O/XX) DOORS LOAD CAPACITY — PSF DOUBLE DOORS WITH TRANSOM (0/XX) GLASS TYPE GLASS TYPE DOOR DIMS. *A. CBS FRAME WIDTH I FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT. (-) 72" 120" 70.0 80.0 70.0 80.0 76" 66.3 75.8 1 66.3 75.8 ALUM REINF. (4) ANCHORS AT TRANSOM ENDS DOUBLE DOORS W U 0 Q o QE 0o .. IL 0: 0 ' a a • 4040•••• Q•W • 4040 4040 4040•••• • U xv LL -0 C Q C CQa—� I t�;R ;s on 1 o>,M1 m Cm Ism ^ > J'CNT� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 o Eagr. JAVAD AHMAD .� o CIVIL. j4 e� FLA: 'PE,70592 CAN., 3538. PRODUCT REVISED as complying with the Florida 6 0 BuildingCode 12-01130 g t rr�� Acceptace No 91 Q ` � - 02 9 O ► t drawing no. By Warn Dade Product Control W 0 ._ 08 sheet 3 of 12 •4041 • • 4040• 4141• • •40 4040 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. a 145" FRAME WIDTH CLUSTER OF 31 3/8" 12 (4) ANCHORS MAX. D.L. OPG. 3„ AT HEAD/SILL HEAD TYP. A SILL uj .I I J I ILL II I IIL vq II II �E _ _ II 11 I 1 � ^ II - I II I I IL r j Goes O �61Y �i.li I to W �- ..I / I ACTIVE I INACTIVE E APPLIED MUNTINS ORJ a RATIVE GRILL 26 3/4" MAX. 26 3/4" MAX. iO AY BE USED D.L. OPG. D.L. OPG. SIDELITE WIDTH MAX.36 3/4" MAX. ALUM REINF. SEE CHART AT LEFT LEAF WIDTH USE SURFAC FALSE DECO M (OXXO) CML FLA. PE 70592 C.A.N. 538 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION Q DECLARATORY STATEMENT DCA05-DEC--219 00 AS PER CHART :ODUCT REVISED corn -plying with (he Florida lldil.g Codd ' cei :ance No + - nIx z U Lo DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAP DOORS WITHOUT TRANSOM SIDELITE WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPE 'A' GLASS TYPE 'B' SIDELITE SIDELITE SIDELITE SIDELITE W/O REINF. W/ ALUM REINF. W/O REINF. W/ ALUM REINF. EXT,(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24 28 32 36 40 80 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 1 70.0 80.0 70.0 80.0 70.0 1 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 40 84 70.0 80.0 70.0 eo.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 40 90 704 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 1 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 96 70.0 75.6 70.0 80.0 70.0 75.6 70.0 80.0 70.0 71.2 70.0 80.0 70.0 71.2 70.0 80.0 67.4 67.4 70.0 80.0 67.4 67.4 70.0 80.0 64.1 64.1 70.0 75.5 64.1 1 64.1 1 70.0 1 80.0 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. a 145" FRAME WIDTH CLUSTER OF 31 3/8" 12 (4) ANCHORS MAX. D.L. OPG. 3„ AT HEAD/SILL HEAD TYP. A SILL uj .I I J I ILL II I IIL vq II II �E _ _ II 11 I 1 � ^ II - I II I I IL r j Goes O �61Y �i.li I to W �- ..I / I ACTIVE I INACTIVE E APPLIED MUNTINS ORJ a RATIVE GRILL 26 3/4" MAX. 26 3/4" MAX. iO AY BE USED D.L. OPG. D.L. OPG. SIDELITE WIDTH MAX.36 3/4" MAX. ALUM REINF. SEE CHART AT LEFT LEAF WIDTH USE SURFAC FALSE DECO M (OXXO) CML FLA. PE 70592 C.A.N. 538 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION Q DECLARATORY STATEMENT DCA05-DEC--219 00 AS PER CHART :ODUCT REVISED corn -plying with (he Florida lldil.g Codd ' cei :ance No + - nIx z U Lo 0 o 3 Q� tq O V d' .g. aoE>I • • • • • • N a�, a drawing no. wi W, DESIGN LOAD CAPACITY - PSF SIDELITES W/ SINGLE OR DOUBLE LEAF DOORS W/ TRANSO SIDELITE WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPE 'A' GLASS TYPE 'B' SIDELITE SIDELITE W/ STL• REINF. W/ STL. REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) 24 28 32 36 40 96 70.0 80.0 70.0 SO.D 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 40 102 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 38 40 108 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 1 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 114 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 77.4 70.0 77.4 24 28 32 36 120 70.0 73.6 70.0 73.6 70.0 70.1 70.0 70.1 66.8 66.8 66.8 66.8 63.9 83.9 63.9 1 63.9 NOTE: FOR DOORS CAPACITIES SEE SHEET 3. FOR SIDELITE CAPACITIES SEE CHART ABOVE, LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. 145° CLUSTER OF (9) ANCHORS FOR INSTALLATIONS INTO WOOD AND THRU WOOD BUCKS ONLY CLUSTER OF (6) FOR FOR ALL OTHER INSTALLATIONS SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED STEEL REINF, USE AS PER CHART NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 auuen . • VJTIU FLAN PE �I 70592 C.A.N. 3538, 1� • nv• 00.00. 0000•• ,0DUCT REVISED complying with the Florida hiding Code 10 ,0 oftce No • •• 0 T w 0 v lul 0 OD 0� .r W 3 a� N� o. M 0 C 0 ° 0 d v 00 g///��. ]�� 1�1 Gj N Q CL' � • • W � � •J o•cn � ei W•s�� • • CwJ M W v �+ `oom '0- » c �v4rr. lis Md- o�� LE ev v -9 8 w C z 0 0 u drawing no. wl 0--08 sheet 5 of 12 TYPICAL ANCHORS SEE ELEVATIONS 9/16" MIN. FOR SPACING THROW BOLT PENETRATION 41 19 , 2 1BY 2BY Y . • •• .• /'� W0� BUCK OR WOOD 6 Q TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING HOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS VUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STRUCTURE U a V) N DOOR DETAILS PRODUCT REVISED rA comPlying with the Florida Building Cods Mincelgo t?. -011; • 8gg8�' 0.a N TYPICAL ANCHORS: SEE ELEV. FOR SPACING _o 1/4" DIA, TAPCON BY 'ITT' OR (Fu=120 KSI, FY -92 KSI) 0 r/4'� DIA. ULTRACON BY I _CO'_ {fu=177 KSI, FY -155 KSI) _O g INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN.. PENETRATION INTO WOOD Q I THRU 1BY BUCKS INTO CONC. OR MASONRY W :I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY ! JA SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) q INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") i INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) !i 5 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. I 15 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. r--�--�-- 24 © I I 2 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 20 C--90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. — Q N SEALANTS: Engn JAVAD AHMMAD FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL FLA,. PE' 70592 #45 Al METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. CN. WEEPS: ° ' p • • � 7/2" MIN. TYPICAL ANCHORS 3/16" X 3/4" WEEP SLOTS AT 3" FROM EACH END 11 THROW BOLT SEE ELEVATIONS FOR SPACING PENETRATION U a V) N DOOR DETAILS PRODUCT REVISED rA comPlying with the Florida Building Cods Mincelgo t?. -011; • 8gg8�' 0.a N drawing no. W10--08 _o !1 _O drawing no. W10--08 STRU TYPICAL A SE FOR TYPICAL ANC SFF FOR SP 1/4" MAX. I /ds< ueV BUCK PICAL ANCHORS .E ELEV. IR SPACING 11 /4• MAX. . . SSSS.. SSSS.. Soso SSSS ...... . . .. .. :00:0: :0 �ibs O y 0g RS �z z c�J Engr: JAVAD AHMAD u c (`NIL; FLA. PLS 70592 PRODUCT REVISED C.A.N. 538 es complying with the Florida o "' tt Building Cade... I ,� 4c eptance No ' a v o ®V D to '0 Sy drawing no. DOOR DETAILS Miam1I3 aProdu Controt� 0-08 sheet 7 of 12 TYPICAL ANCHORS IIN. 3OLT TION 0. AT IBLE (XX) IRS ONLY TYPICAL ANC' SEE FOR SP) E; gr' JAVAD MAD' • 4. U o CiV,IgL rL M FLA. C.4..NE. 3538 92 PRODUCTREVISED as camplying wi`th�ftlto Florida o NpV 2 2 A,cF'lpta �a3 d o lw*'" �i ��j, Q� b ; 7 =Control drawing no. �''W 10-08 TRANSOM DETAILS t►'1'sm E" sheet $ of '{ 2 4�.tU 0 0 0 O 0,IL d" O U a �o o �o Da�4� ONmc • • •loom p • w • •• •O oX v E ti-a>o� >� Z Q�13t`l L Ito9 � acj E; gr' JAVAD MAD' • 4. U o CiV,IgL rL M FLA. C.4..NE. 3538 92 PRODUCTREVISED as camplying wi`th�ftlto Florida o NpV 2 2 A,cF'lpta �a3 d o lw*'" �i ��j, Q� b ; 7 =Control drawing no. �''W 10-08 TRANSOM DETAILS t►'1'sm E" sheet $ of '{ 2 C LL 3 4 a a TYPICAL ANCHORS FOR SPACING �G s n #10 X 3/4" FH TEKS r, 1"1\ 1/4" MAX. '•. #10 X 3/4" FH TEKS SHIM 4 O AT 10" FROM ENDS-\ AND 24" O.C. MAX. z1 a Il A TYPICAL ANCHORS a Lj�-i SEE ELEV: FOR SPACING A •� •4 1 D.L. OPG. 4 SIDELITE DETAILS DOORS W/O TRANSOM CAN BE WITH OR WITHOUT ALUM REINFORCING DOORS W/ TRANSOM ARE WITH STEEL REINF. ONLY SEE SHEETS 4 AND 5 FOR CAPACITY Eggr. JAIAD <AHMAD CIVIL FLA. PE 70592 C.A.N. 5311- f 36 t ,,ODUCT REVISED imin lying with(tic Florida d1ding Code I .. nsoutence No �ifatn to w C AF o • r � Q d M drawing no. W10 -OS sheet 9 of 2 LOCKS: 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC.' 7/16" X 3" THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS LOCK LOCATED AT 52-3/4" FROM BOTTOM LOCK HANDLE AT 49-1/2" FROM BOTTOM OPTION j2: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SULLNAN AND ASSOC.' LOCATED AT 39" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.' LOCATED AT 46" FROM BOTTOM INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2- X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-3/4" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2" FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HINGES: OPTION d1: 4-3/4" BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #12-24 X 1/2" FH MS OPTION j2; 7-13/16" THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #10-24 X 1/2" FH MS ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 V501 3/ DOOR FRAME HEAD/JAMB 6063-T6 2 V502 1 FRAME SILL 6063-T6 3 V503 1 SILL COVER 6063-T6 4 V504 AS REQD. SIDELITE STILE 6063-T6 5 V505 2/ LEAF TOP AND BOTTOM RAIL 6063-T6 6 V506 1/ LEAF HINGE STILE 6063-T6 7 V507 1/ LEAF LOCK AND ASTRAGAL STILE 6063-T6 - 8 V513 AS REQD. INACTIVE ASTRAGAL STILE 6063-T6 9 V508 2/ LEAF SWEEP ADAPTER 6063-T6 - 10 V509 AS REQD. SIDELITE ADAPTER 6063-T6 - 11 V511 AS REQD. GLAZING BEAD - 5/16" GLASS 6063-T6 11A V517 AS REQD. GLAZING BEAD -- 7/16" GLASS 6063-T6 - 12 V512 AS REQD. REINFORCING STIFFENER 6063-T6 - 12A - AS REQD. REINFORCING CHANNEL STEEL 36 KSI 13 - 2/ LEAF 3/8" THREADED ROD STEEL - 14 15 V514 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6083-T5 1-1/2" X 1-1/2" X 3/16" •••••• 16 - - - - ...•.� 17 - 3/ LEAF BALL BEARING HINGE ASSEMBLY - - 17A - 3/ LEAF 3 PIECE HINGE ASSEMBLY - • • 18 — — — — — ease.. 19 - AS REQD. FIN SEAL PILE WEATHERSTRIPPING - - • • 20 V516 AS REQD. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60±5 21 #8 X 1/2" AS REQD. GLAZING ADAPTER SCREWS ST. STEEL PH TEKS, AT 2" FROM ENDS & 8" 0.87 MAR. 22 #10 X 2" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 - AS REQD. SIDE LITE ADAPTER SCREWS ST. STEEL - 24 #8-32 X 1/2" 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL FH MS 25 - AS REQD. BUMPER SPACER SILICONE 26 - - - - SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. . CIVIL FLA., PE 7,0592 .C.A.M 538 i RO1DUC7' REVISED tori plying with the Florida R"dine Code 12~ 01Z Acaritance No _ _ _—, • •LX 0 • o LL U u E; z 'off >o,� .- I LL- W) Ij O•�>�MaS L- 0 z >1 1)s �MRrc � � r i �camc> o • N � O t7 drawingno. W 10---08 sheet 10 of 2 FRAME HEAD/JAMB 5) TOP & BOTTOM RAIL —1.500— .060 .500.oso � .388 I 1.608 j s SWEEP ADAPTER ---1 1.134 F— .062 1 485 NP. 1.010 1.164 SILL COVER FRAME SILL 4.688 •.094 1 f I .626 1.750 .078 NP. Ue� HINGE STILE c rn m g 2" I w a rn 0-24 X 1/2" FH MS S TYPE 23 e4" 12-24 X 1/2" FH MS RS TYPE 23 17A 17 3 PIECE HINGE BALL BEARING HINGE 1 INACTIVE ASTRAGAL STILE 2. LOCK/ASTRAGAL STILE SIDELITE STILE 1 1.133 F .062 .814 1.313 I SIDELITE ADAPTER 341 12 F6 17A STIFFENERS 560 .719 .045 T7� ? 11 .640 GLAZING BEAD — 7/16" GLASS rngr: JAVPD 'AHMAD CIVIL. .498 FM MBPE j 92 . .709 .050 * S �N 11A L609 GLAZING BEAD — 5/16" GLASS MUCT REVISED complying with dia f larldg mapigCndo 12-011 a :ceptance No � 0 11 4 d n Q N � M i drawing no. wio—os 22 CML FRA 'P •70582 C A M. X538 • • •••• • a • • •• •• •••••• • • • tODUCT REVISED complying with the Florida t hiding Codc 12— © t / ;ccutance No �. 4U i R J O �W OUOw I m O O t v A ti o O ada o G 0°° 11 � O Y.�z g � • • • CS � luics • • � O CD p`m o 00 T 0 �o;; cc<. -P O �'> z ?$t IU)log O.8M 0 �'� c o sF( N O M i v $v` L2J 5 drawing no. W10 --o8 sheet 12 of 1 2 61 F HE 38 FU HE PICTURE WINDOW ELEVATION IMPAC 77 1/4" FLANGE WIC 76" UNIT WIDTH GLASS DLI A E 7 8 1/4" LANGE .' . . . . 75 3/8" FLANGE WIDTH 741/8" UNIT WIDTH 71 1/4" GLASS DLO . . 5/16" !... 1 0 kNGE IGHT IGHT B GLAZING DETAILS....................................3 • 7 371/16" . 60" UNIT UNIT . HEIGHT . HEIGHT 34 3/16" 57 1/8" GLASS GLASS DLO �— 0)j DESIGN PRESSUR_ E _RATWG: - +%- 65 •• •.. . • . . . •. . . .. • . . . .. ... .. . . . .. TABLE OF CONTENTS .' : : . . .. .' . . . . 75 3/8" FLANGE WIDTH 741/8" UNIT WIDTH 71 1/4" GLASS DLO . . 5/16" !... 1 0 kNGE ANCHOR SCHEDULE & NOTES...............2 IGHT GLAZING DETAILS....................................3 • • . see 371/16" . SECTION VIEWS & ALT. FRAME ....:....:.4 EXTRUSIONS & B.O.M.....................:.... ;.5.: UNIT O . HEIGHT . 34 3/16" GLASS •• •.. . • . . . •. . . .. • . . . .. ... .. . . . .. TABLE OF CONTENTS .' : : . . .. .' . . . . . . . GENERAL NOTES & ELEVATIONS7..... !... 1 0 ANCHOR SCHEDULE & NOTES...............2 GLAZING DETAILS....................................3 • • . see . SECTION VIEWS & ALT. FRAME ....:....:.4 EXTRUSIONS & B.O.M.....................:.... ;.5.: :.'.: INSTALLATION DETAILS................:.'.'..6 7 . . ' • • . DESIGN PRESSURE RATING: +/-80. Lucas Tumer �� 2012-07-12 15:54-04:00 PROPRIETARY AND CONFIDENTIAL 7/12/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ALUMINUM IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL: (SEE SHEET 3) 3. CONFIGURATIONS: "O". 4. DESIGN PRESSURES: (SEE SHEET 3) -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. 7. ALL RECTANGULAR FRAMES SCREWED TOGETHER. JOINTS WITH ANGLES GREATER THAN 105 DEGREES OR LESS THAN 75 DEGREES ARE WELDED TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL JOINTS. 9. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION O STANDS FOR FIXED LITE. O = FIXED LITE. 11. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LUCAS A. TURNER, FL P.E. 58201 40 RE +?4' "• '� � WINDOWS & DOORS NO 502+01 1900 SW 44TH AVE. • d OCALA, FLORIDA 34474 a GENERAL NOTES & ELEVATION - IMPACT STATE OF go 0 ®4 40+* SERIES: RAWN ATE: a� 7/12/2012 #f�`, •.' R 4 .®'�*`� L. ALUM. P.W. ALE: NTS WG. NO.: CWS -811 °�+� /ONM. ��i EV. LETTER: - HEET: 1 OF 8 10 1/16' 6" M 6" 129/1 O.C. ANCHOR LAYOUT - (ANNEALED. FLANGE) THRU FRAME (MASONRY, METAL OR WOOD OPENING) FOR UNITS RATED ±80 PSF INSTALLATION ANCHORS (TYP) 8 1/4" MA 6" MAX 6" P 1 9" P 0.9 ANCHOR LAYOUT - (ANNEALED, FLANGE) THRU FRAME (MASONRY, METAL OR WOOD OPENING) FOR UNITS RATED t65 PSF INSTALLATION ANCHORS (TYP) NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SPACING FOR FLANGE INSTALLATION APPLIES TO ALL SHAPES ALONG ALL FRAME EDGES. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK FOR FLANGE WINDOWS. A MINIMUM EDGE DIST DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #10 SMS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. .. ••• . . . . . •• 9. INSTALLATION ANCHOR CAPAOI IES 'QF�QD•UQj,S N�REIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC RA•VJIY•QE (i;®.9.5 OSQVTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMA' ESSIVE STRENGTH OF 2846 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90 D. ALUMINUM -1/8" THICK MW., 6088 T5 AAM. ••; •• • E. STEEL -1/8" THICK MIN., 30•KSI LAIN. • • • • • • ; : .. .... . .. 10. SEALING AND FLASHING STRAYEdIES FO•R OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: �� FMA/AAMA 100 (FIN WINDOWS), ... . . . . ..- . DENTIAL FMA/AAMA 200 (FLANGE WINDOWS, i • • • • • • THE INFORMATION CONTAINED INRTHI DRAWINGETARY AND S THE SOLE PROPERTY OF CUSOTOM 12 FMA/WDMA 250 (BOX WINDOWS), • i • • • i • i • • • • • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE FMA/AAMAM/DMA 300(EXTERIOR DOURS). WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 Wtty,,RE�V No 582,01 i :0 d STATE OF OR 011-1 NI fmit01110100 b1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ANCHOR SCHEDULE & NOTES - IMPACT 4700 RAWN BY. ADE ATE: 7/12/2012 ALUM. P.W. GALE' NTS WO. NO.: CWS -811 EV. LETTER: - HEET: 2 OF 8 `iiL4MITI: 4:71» 3/16" ANNEALED 105 DUPONT PVB INTERLAYER 3/16" ANNEALED SIKH FLEX 552 or PURFECT GLAZE "H" 3/4" GLASS BITE GLASS TYPE A •. .•• . • . . • .• . •. . • . . ..• • •.. .. • • . • .. ... . . .. • ••• ••• ••• • • . . . . . . . . . . . .. . • . • . . • . . . . . . . . . . • •• •• • • • •• •• ••• • • • ••• • • ,Z7-- PROPRIETARY AND CONFIDENTIAL 7/12/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. MODEL DESIGN PRESSURE (PSF) MAX SIZE FIXED GLASS 4700 PW +/-80 74 1/8" x 37 1/16" A 7011--P1 7 5 76" x 60„- --8 7/16" OVERALL 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED SIKA FLEX 552 or PURFECT GLAZE "H" GLASS-_TYPE-�-' LUCAS A TURNER, FL P.E. 58201 dip G'•,��e�a9i•eera® /� `,1�, ,��5 �••!•a�� WINDOWS & DOORS No 58201 1900 SW 44TH AVE. d OCALA, FLORIDA 34474 1 GLAZING DETAIL - IMPACT "s STATE E +sSERIES: 4700 DRAWN �.`�'. �•.9.... MODEL:s`� ALUM. P.W. 4 N A REV. LEI 11111111110 ADE 1:1 7/12/2012 CWS -811 3OF8 1/2 CIRCLE .. ... . . . . . .. •. .: J4001 •. .. ... .. . .... . ... ... ... . . NOTE:. • • • . ' ' • . . . . . . . .. . . . . . . . . . 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGMJLAR WI-NDOWS-ON•SHE€T 1. 3. ANCHOR SPACING FOR ARCHIT9CT7JAL;LMGE:WIWDOWS MUST FOLLOW NOTE 1, SHEET2. : : : : :.•.: ... . . . ... . . PROPRIETARYAND CONFIDENTIAL 7/12/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. TOMBSTONE LUCAS A. TURNER, FL P.E. 58201 911 •• •M• •w• M • • •• No 88201 • ;0 •„ 1900 SW 44TH AVE. r OCALA FLORIDA 34474 06 SECTION VIEWS - IMPACT • STATE OF • AEU '.. �p �� EF21Es: 47aa RAW ,FV a••:�..•►' �,��►MODEL • •• • • • • ••• • REV. LE •• ••• •• • • • •• . . . . . . . . . . • •• • • • • • • • see SE•CT60q R� TYPICAL LEFaTPGA I S9r--MO � • • •: ••• • • • ••• • • 0�e v—, PROPRIETARY AND CONFIDENTIAL 7/12/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SECTION B -B TYPICAL HORIZONTAL FRAME LUCAS A. TURNER, FL P.E. 58201 ADE i"' – 7/12/201 NTS i" """ CWS -811 - f''--'' 5 OF 8 41DREW 0q �4FY� MWINDOWS&DOORS •� $a«dpaM No 88201 • ;0 •„ 1900 SW 44TH AVE. r OCALA FLORIDA 34474 06 SECTION VIEWS - IMPACT • STATE OF • AEU '.. �p �� EF21Es: 47aa RAW ,FV a••:�..•►' �,��►MODEL ALUM. P.W. +-wl /O A%— REV. LE ADE i"' – 7/12/201 NTS i" """ CWS -811 - f''--'' 5 OF 8 Items Die # i Description I Vendor t Material 1 S-1943 `Frame, all sides lKeymark Aluminum 2 S-1944 Glazeb_ea_d Ke_y_mark ;Aluminum 3P-3443 _ . ... _........... I T slot, .290 x .187mm� . Ultrafab 4 ......... .............. ............_....... 5SikaFlex P-3516 _..........._........._............._......_....._..............__..........._._......._............_............_.....................................__.._....__......_...._...._......_...___................_.......__.W......._......... #8 x 1 1/4" Flat Phil Tek 552 or PurFect Glaze"H" ' Fastenal Steel ..... ............ ......... ......_.. 6 Glass SEE SHEET 3 • 7_.� P-4144µ 1#8 x 1"Phil Pan W/ 1/4" Lead , Fastenal 'Steel 8 ! P-3352 -_ 11/8" x 5/8" x 2" setting blocki FrankL Lowe Rubber •. ••• . • • . • .. • •. . • • • ..• . .. ... .. . . . .. ... ••• ••. . . ... •• . .. . • . . . . • ... . . . . ... . . • • • • • • • • • • • •• •• • • • •• •• >rUM1WQ cxM1j519A5 A.?F 2 1/16" 2 3/4" FRAME S-1943 7 GLAZING BEAD S-1944 LUCAS A. TURNER, FL P.E. 58201 CONSTRUCTION VVI11\LI\ IYILVI 1!""11 \I Vlll�t� FASTENED. tArj RE W !Aj, WINDOWS & DOORS No 50201 1900 SW 44TH AVE. OCALA, FLORIDA 34474 �r Z jr : EXTRUSIONS & B.O.M. - IMPACT x� —A : STATE OF q O ERIES: 4700 N 8Y' ADE fHEET: TE: 7/12/2012 PROPRTHE INFORMATION CONTAINED IN THIS RAWf G IETARY AND S TDENTIAL HE SOLE PROPERTY OFICUSTOOM s»',�� N' `'MODEL: ALUM. P.W. GALE: 1.2 G. NO. : CWS -811 faa4w<a,Ye WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART A WHOLE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,,IINC.SIS PROHIBITED. OUT THE X14 /ONAt. ��+� EV. LETTER: - 6 OF 8 1 1/4„ MIN. EMBEDMENT [C] 1I/4! MIN. EMBEDMENT [C] 2 1/2" MIN. EDGE DIST. [C] CONCRETEIMASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH ;. BY OTHERS ..• • • ••` : ' • •'r .:• • •�• •p •O • • 0 • O • • A, O • s •p•t �• A• s,,• •O O ••• : p • � O •�•• psi d • i CONCRETE/MASONRY BY OTHERS CONCRETE/MASONRY e • e ' a • BY OTHERS �n � • � � . 4 4 a4 a a. � 4 a' 1 '-- 1 BY WOOD BUCK BY OTHERS [A] 1/4" MAX. SHIM [B] INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW [C] INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW [C] HIGH STRENGTH STRUCTURAL GROUT BY OTHERS. kRlIG* ' *** * N; PRlWI36(I fSO•NR'j) • • • •• •• • •• •• ••• • • • ••• • • 1/4" MAX. SHIM SILL STOOL BY OTHERS dads• 0 2 1/2" MIN. EDGE DIST.a e a ' a • [C] a �• 4a4a. 4 � • � alae •' .• USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS. 1 1/4" MIN. EMBEDMENT [C] Z 1/2" MIN. EDGE DIST. [C] SEALANT BETWEEN BUCK AND OPENING BY OTHERS —1 BY WOOD BUCK BY OTHERS 1/4" MAX. SHIM [A] [B] 1/4" MAX. SHIM [B] INSTALLATION ANCHOR, #10 WOOD ANCHOR. [D] INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW.[C] PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION 7 FRAME (MASONRY) SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS SEALANT BEHIND FLANGE BY INSTP PERIMETER SEALANT BY INSTALLER INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW. [C] 4= i 4° D • ° ' °,p D —L" MAX. SHIM ° [l . v D. ° D p D D ALTERNATE PRECAST SILL DETAIL 7 FRAME (MASONRY) CONCRETE/MASONRY BY OTHERS PROPRIETARY AND CONFIDENTIAL 7/12/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. /4" MIN. EMBEDMENT [C] 212_' MIN. EDGE DIST. [C] LUCAS A. TURNER, FL P.E. 58201 13/8" MIN. EMBEDMENT [D] g• gs D _7/8" MIN. EDGE DIST. .;•g> [D] 0 SEALANT BETWEEN BUCK e AND OPENING BY OTHERS 2 BY WOOD BUCK ' s BY OTHERS . • pp [A] 0 D `CONCRETE/MASONRY �.- BY OTHERS EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION 7 FRAME (WOOD) OTE: HEAD AND JAMB IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS HOWN BELOW. REFERENCE NOTES: [A] SEE NOTE 9, SHT 1 [B] SEE NOTE 20, SHT 2 (C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 � ilk% lstllllflj$ *s*k�'3 ; •*�.•O� _'�+�, ' WWDOWS & DOORS klcl -4 • No 58201 "* - w 1900 SW 44TH AVE. OCALA, FLORIDA 34474 IT INSTALLATION THRU FRAME DETAIL - IMPACT STATE OFy`4U �••**, ERIES: 4700 DRAWN BY: ADE FH TE: 7/12/2012 O R ti oa•® N'� MODEL: ALUM. P.W. CALE. NTS G. NO.: CWS -811 �`�At /ONA �! �"�� EV. LETTER: - EET: 7 OF 8 PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLA] BYINSTALLER SEALANT BEHIND FLS BYINSTALLER PERIMETER SEALANT BYINSTALLER • PERIMETER SEALANT BYINSTALLER JN ANCHOR, #10 SCREW [E] PERIMETER SEALANT BYINSTALLER [F] TION ANCHOR, #10 SCREW [E • • • • J EVTICAL or HORIZONTAL SECTION V: • • • • • 08 9, SHT 2 0 Or • • • •0:0 • • • • • • • PROPRIETARY AND CONFIDENTIAL 7/12/2012 • • • • • • • ' ' • • ' THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • ' " " ' ' WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE (Xt : JAW IN51XI.AVON 5ANe A5 H� i) 51.1. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 REFERENCE NOTES: [A] SEE NOTE 9, SHT 1 [B] SEE NOTE 20, SHT 2 [Cl SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 [E] SEE NOTE 6, SHT 2 [F] SEE NOTE 9, SHT 2 SLIDING GLASS DOOR - LARGE MISSILE IMPACT t 80" MAX UNIT HEIGHT 77 3/16" MAX PANEL HEIGHT I 151" FRAME WIDTH 1405/8" MAX UNIT WIDTH A 9 371/8" MAX PANEL WIDTH ANCHOR SCHEDULE AND NOTES ............. .' % ' CONFIGURATIONS..........................................3 .............'..Z .' ... SECTION VIEWS..............................................4 GLAZING DETAIL .................. .5 30" GLASS BOM (8920) .. I-LICOS;rmer .................................................6. EXTRUSIONS (8920) ................................... 7,8 ?.0j j-Q6*19;15.6,(.k:00 DLO INSTALLATION DETAILS ............................ 9-12.. G . . 96" MAX UNIT 93 MF PA HE TABLE OF CONTENTS GLASS TYPE A < 701/16" GLASS DLO ••• • • : : :•: -• GLASSTYPE B 00 "' jf) PANELS'SFIOWN, UNLIMITED NUMBER OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED MAX. PANEL SIZE AS SHOWN. GENERAL NOTES & ELEVATIONS 0 Soo 00GO 'o.4 .' ANCHOR SCHEDULE AND NOTES ............. .' % ' CONFIGURATIONS..........................................3 .............'..Z .' ... SECTION VIEWS..............................................4 GLAZING DETAIL .................. .5 BOM (8920) .. I-LICOS;rmer .................................................6. EXTRUSIONS (8920) ................................... 7,8 ?.0j j-Q6*19;15.6,(.k:00 INSTALLATION DETAILS ............................ 9-12.. . ... . . DESIGN PRESSURE RATING -±V.5 ,xz PROPRIETARY AND CONFIDENTIAL 9/19/2013 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL: (SEE SHEET 5) 3. SAMPLE CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TO THOSE SHOWN ON SEE SHEET 3. MAX UNIT WIDTH FOR 4 PANEL BYPASS FOR GLASS TYPE (A) IS 13813/16". MAX UNIT WIDTH FOR 4 PANEL BYPASS FOR GLASS TYPE (B) IS 191-1/8". 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04. 5.ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9-12 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PVC VENTS FULLY WELDED, ALUMINUM VENTS GLUED AND SECURED WITH CORNER KEY. 8. SERIES / MODEL DESIGNATION SGD-8920. 9.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X=OPERABLE SASH, O --FIXED SASH. 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. F RECERTIFICATION, REMOVED ALUM PANEL E UPDATED PER 2010 FBC D CHANGED PANEL HGT,GLASS DLO C ADDED SEPARATE BOM FOR 8920-8950 B ADDED SHT 6 SHOWING ALUM. PNLS LUCAS A. TURNER, FL P.E. 58201 1 A I UPDATED PER NEW FBC REQUIREMENTS Custom) WINDOW SYSTEMS Manufacturer of High Quality Windows, Doors and More 900 SW 44TH AVE. KALA, FLORIDA 34474 08/01/2013 11/15/2011 "— GENERAL NOTES & ELEVATIONS -LARGE MISSILE IMPACT ERIES: 8920 DRAWN BY: ATE: ADE 7/30/20133 PVC SLIDING GLASS DOOR NTS vv,3* "— -CWS - 252 F HEET: 1 OF 12 HOOK STRIP ANCHOR. (SINGLE ROW SET OF ANCHORS) NOTES: MIDPOINT OF PANEL All ot 0 X E--> 0/11 X ll<-::, ii ANCHOR LAYOUT THRU FRAME (MASONRY OR WOOD) SEE NOTE 2 N MAX (TYP) 8" MAX (TYP) 18" MAX O.C. (TYP) FIXED PANEL CLIPS EQUALLY SPACED FIXED PANEL CLIP -- NOTE: CLIP ANCHORS MUST BE LOCATED A MINIMUM DISTANCE OF 3" FROM ANY MAIN FRAME ANCHOR. CLIP ANCHOR EMBEDMENT INTO BUCK ONLY. (SEE SHT 9,10 FOR DETAIL) - INSTALLATION ANCHORS (TYP) INSTALLATION ANCHORS (TYP) 1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. SILL ROLLER TRACK ATTACHMENT SCREWS (ITEM #20) ARE REQUIRED 6" FROM THE ENDS AND 12" ON CENTER THEREAFTER. SEE SHEETS 9-11 FOR DETAIL. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 2 7/16" SHALL BE ACHIEVED IN ANY DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. 6. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 7. INSTALLATION ANCHORS SHALL BE IN ACGORMANCE I&ITAMCCIC►AMANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITFT.9TRFAGJM CESS•ZIMTHE MINIMUM STRENGTH SPECIFIED BELOW. . ••• . .. ... .. . .... 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD --MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIV€ STRfNGTMKQFB, X00 PSI; .-. C. MASONRY - STRENGTH CONFORMANCE TO ASTM•C-9pGFJAD�-N,."PE 1 (OR GREATER). 9. SEALING AND FLASHING STRATEGIES FOFiOV*RALL WAT9R RE§I9TAIVCE OF INSTALLATION SHALL BE DONE BYOTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMEPROPRIETARY AND CONRDENTIAL 9/19/2013 I�T.S:. • • • THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FMA/AAMA 100(FIN WINDOWS), FMA/AAMA;�O�FLA�IGLjVIN0OvvS), • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE FMA/WDMA 250(BOX WINDOWS), FMA/AANpAjQNW3V(EMRW MORS) WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 8" MAX (TYP) 18" MAX O.C. (TYP) FIXED PANEL CLIP DETAIL [3 CLIPS FOR DOOR HEIGHTS UPTO 80") [4 CLIPS FOR DOOR HEIGHTS UPTO 96"1 I- fitUtHTIFICATION, REMOVED ALUM PANEL CONFIGS. E UPDATED PER 2010 FBC D CHANGED PANEL HGT,GLASS DLO C ADDED SEPARATE BOM FOR 8920-8950 B ADDED SHT 8 SHOWING ALUM. PNLS LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS t"tII I IN I11### RrE qac sS° "Tsti4c E hi's�EI „--w : No 58201 � r � • : 0; STATE. OF -*4U rIb s1 s'" `1 v A• STATE uustoYno WINDOW SYSTEMS adurer of High Quality Windows, Doors and More SW 44TH AVE. A, FLORIDA 34474 08101/2013 11/15/2011 07/07/2009 01/1 ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT S' 8920 DRAWN BY: ADE DATE: 7/30/2013 VC SLIDING GLASS DOOR SCALE: NTS WG. NO.: - 252 EV. LETTER. F HEET: 2 OF 12 3 PANELTRACK (PX)OO •• ••• • • • • • • • ••• ••• ••• • • • • • • • 4 PANEL 4 TRACK (PXX)OO PROPRIETARY AND CONFIDENTIAL 9/19/2013 • • • • • • • • THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • • • • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • •• •• • • • •• •• 3 PANEL 2 TRACK (OXO) I- Htc:ERTIFICATION, REMOVED ALUM PANEL CONFIGS. E UPDATED PER 2010 FBC D CHANGED PANEL HGT,GLASS DLO C ADDED SEPARATE BOM FOR 8920-8950 B ADDED SHT 8 SHOWING ALUM. PNLS LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS *'A%*111, i®11011 f 1 RE �tle 4j, ++ • a Jry`J I L 44 �., hau0 552D1 r r 1e E LT :C! STATE OF 'FOINoF1111 wcustomo WINDOW SYSTEMS Jlanufacturer of High Quality Windows, Doors and More 900 SW 44TH AVE. ICALA, FLORIDA 34474 08/01/2013 11/15/2011 05/18/2009 01 /14/2009 SAMPLE CONFIGURATIONS - LARGE MISSILE IMPACT 8920 DRAWN BY: ADE DATE: 7/30/2013 SLIDING GLASS DOOR CALF. NTS DWG' NO.:CWS - 252 REV. LETTER: F HEET: 30F12 • • • • • • • L. • • ••• • • • • ••• • • . • . . . . . . . • • •• •• • • • •• •• RISER DP W DP RISER 1697 +/-50 1698 - +/-67.5 NOTE: 1. INSTALLATION W/ NO SILL RISER ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS REQUIRED. DP+/- 67.5 PROPRIETARY AND CONRDENTIAL 9/19/2013 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 kkt16611111jrpF as �... No 58201 , � e � Rp F 1� • a 4'. STATE OF ;"WL%vs ``ems ''• O R �J'• `"+,�� "r -L; HTIFICATION, REMOVED ALUM PANEL CONFIGS. 08/01/2013 UPDATED PER 2010 FBC 11/15/2011 CHANGED PANEL HGT,GLASS DLO 07/07/20b9 ADDED SEPARATE BOM FOR 8920-8950 05/18/2009 ADDED SHT 6 SHOWING ALUM. PNLS 01/14/2009 UPDATED PER NEW FBC REQUIREMENTS n7/9C%151Mn WINDOW SYSTEMS Manufacturer of High Quality Windows, Doors and More 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ITLE: SECTION VIEWS PVC - LARGE MISSLE MISSILE IMPACT __. 8920 """""'" �'. ADE A I t. 7/30/201$ )EL:SCALE: WG. NO.: PVC SLIDING GLASS DOOR NTS CWS - 252 REV. LETTER: F HEFT: 4 OF 12 1" OVERALL 3/16" TEMPERED 3/8" AIRSPACE 7/16" LAM[ 3/16" ANNEALED .105 DUPONT PVB INTERLAYER 3/16" ANNEALED GLASS TYPE A (max panel size 371/8 x 77 3/16) . .. . • . . ... . ............ • ••• ••• ••• • • • • • • • • • • • • • • • • • • • 0:0 •• • • • . . . • . • • . • • •• •• • • • •• •• ••• • • • ••• • • HENKEL PURFECT GLAZE 'H - 6S BITE 1" OVERALL 3/16" TEMPERED 3/8" AIRSPACE 7/16" LAMI 3/16" ANNEALED .090 SENTRY GLASS TONOPLAST INTERLAYER 3/16" ANNEALED Ii L ;GLASS TYPE B (max panel size 491/8 x 93 3/16) e�e 7—' PROPRIETARY AND CONRDENTIAL 9/19/2013 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SIKAFLEx 552 or HENKEL PURFECT GLAZE "H" 13/16" GLASS BITE LUCAS A. TURNER, FL P.E. 58201 RECERTIFICATION, REMOVED ALUM PANEL CONFIGS. UPDATED PER 2010 FBC CHANGED PANEL HGT,GLASS DLO ADDED SEPARATE BOM FOR 8920-8950 ADDED SHT 6 SHOWING ALUM. PNLS UPDATED PER NEW FBC REQUIREMENTS Customo WINDOW SYSTEMS Manufacturer of High Quality Windows, Doors and More 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ITLE: GLAZING DETAIL - LARGE MISSLE MISSILE IMPACT uaiuv2u13 11/15/2011 05/1 01/1 __. 8920 --" 1" ADE r-. 7/30/2013 )EL: SCALE: DWG. NO.: PVC SLIDING GLASS DOOR 1:1 CWS - 252 REV. LETTER: F HEET: 5 OF 12 Item Die Desexi 'on 1 S-1623,1627,1631 FRAME, JAMB, S® 2 S-1624,1628,1632 FRAME, HEAD, S® 3 S-1625,1629,1633 FRAME, SILL PAN, SCID 4 S-1626,1630,1634 FRAME, ROLLER TRACK, SGD 5 H-1693 ASTRAGAL, BurrsTiLE 6 H-1697 MIDRISEADAPTOR 7 H-1698 1 -HCH ISE ADAPTOR 9 H-1992 HOOK STRIP 10 H-1993 REINFORCEMENT, PANEL 11 H-6032 PANEL, MAIN 12 H-6034 PANEL, MAIN, INTERLOCK 13 P-3142 ROLLER, TANDEM 14 P-3352 SETTINGBLOCK 15 P-3305 WSTP, .270 X 187, BLACK, FIN 16 P-3432 W STP, .330 X 187, BLACK, FIN 17 BACKBEDIDING SEE SHEET 5 18 P-3541 #8 X 1/2 PAN PHIL TEK 19 P-3747 1/2" TALL STRUM 20 P-3762 #8 X 3/8"PHILPAN SMS 22 P-3789 HANDLE KIT 23 P-3793 MULTIPOINT LOCI{ 24 P-4146 #8 X 3/4 FLAT PHIL TEK 25 P-4289 # 10 X 2 PAN PHIL TEK 26 P-4366 WSTP,1" X.700 X 5" DUST PLUG 27 P-4479 WEEP COVER 28 P-4660 #8 X 1 PH TRUSS TEK 29 S-1597 COVER, FDM PANEL 30 S-1618 CLIP, FIXED PANEL 31 S-1643 SLIP ON COVER, HEAD 32 S-1644 SLIP ON COVER, JAMB 33 S-1645 SLIP ON COVER, SIIL 34 S-1649 THRESHOLD 35 S-1652 ASTRAGALCOVER 36 S-1677 TRIM COVER, SCREW 37 S-6046 WELD SUPPORT 38 S-1775 REINFORCEMENT, PANEL 40 S-1979 COVER, INTEMLOCK 41 S-1990 INTERLOCK, SINGLE 42 S-1994 COVER, HOOK STRIP 43 S-6037 GLAZINGBEAD 1" OA. 44 GLASS SEESFIEET 5 45 S-1107 SCREEN INTERLOCK 46 S-1109 SCREEN TOPRAIL 47 H-1108 SCREEN LOCKSTILE 48 H-1110 SCREEN BOTTOM RANI, 49 S-1600 SCREENADAPTOR 50 P-4144 #8 X 1" w/ 1/4" ad ! j S 51 P-3504 1/4-20 x 1/2" Plt H M • • • • • • 52 P-3220 ROLLER, SINUZ SCREEIQ• • • 53 P-3228 .155 BLACK FOAM ROUND SPLINE 54 P-3230-31 HANDLE KIT. SST • • • • • • 55 SCREEN 56 P-4777• ER. S 57 S-1660 SCREEN ASTRAGAL 58 P-3080 SCREEN AS GAL Material Aluminum Frank Lowe Rubber Ultmfab Steel Ultrafab M&M Nylon Fastenal Steel Amesbury Stainless Fastenal Steel Fastenal Steel Fastenal Steel Ultrafab M&M Nylon Fastenal Steel Ke mark Aluminum Ke mark Aluminum Ke mark Aluminum Ke mark Aluminum Ke mark Aluminum Ke mark Aluminum Keymark Aluminum R D • Aluminum Aluminum Aluminum Aluminum F RECERTIFICATION, REMOVED ALUM PANEL CONFIGS. Aluminum E UPDATED PER 2010 FBC Aluminum D CHANGED PANEL HGT,GLASS DLO Aluminum C ADDED SEPARATE BOM FOR 8920-8950 Aluminum B ADDED SHT 6 SHOWING ALUM. PNLS Steel LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS Steel�agyp 4� i 01®Jr18�p.I Steel �#�^1 I"'��e•ae rola eT'B0 custom � Foam ��,�C. ¢�� PAOJ I1 E N,0.4.r� 4. �� WINDOW SYSTEMS ZemaC e� 5` �� Manufacturer of High Quality Windows, Doors and More 9201 } e 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Steel ' ms's LE' BOM - LARGE MISSILE IMPACT Aluminum �� STATE OF �es 4 � SERIES: RAWNBY: E PVC PROPRIETARY AND CONFIDENTIAL 9/19/2013 ' ° '•°' 4��.° �++ 8920 ADE THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �i�**C`'•�','4 R."a�`~ MODEL: SLIDING GLASS DOOR SCALE: NTS v WRITTENWINPERMISSION OF CUS OM WINDOWSYSTEMS, Y REPRODUCTION IN PART ,IINC. IS PROHIBITED. R AS A WHOLE OUT THE �� d�t� .1ti#� EV. LETTER: F F 08/01/2013 11/15/2011 07/07/2009 05/18/2009 01/14/2009 7/30/2013 CWS - 252 6OF12 DOOR FRAME SILL PERIMETER SEALANT BY INSTALLER/DO NOT COVER WEEP HOLES TRACK ATTACHMENT SCREW (ITEM #20) LOCATED 6" FROM END AND MAX 12" ON CENTER THEREAFTER SEALANT UNDER SCREW HEAD BY INSTALLER . p p 21/2" MIN. 53/4" EDGE DIST. [C] SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 1/4" MIN. EMBEDMENT [C] 1 3,W MIN. EDGE DIST CONCRETE/MASONRY BY OTHERS a v` a� 0 1/4" MAX. SHIM [B]—F SHIM TO PLUM AND SQUARE HIGHRISE SILL [50 DP RISER SHOWN] SEALANT BETWEEN HIGHRISE SILL AND FRAME BYINSTALLER INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR W/WASHER [Cl -4-C.�— CONCRETE/MASONRY �� p BY OTHERS D 4e aD ' p 1 1/4" MIN. EMBEDMENT [C] E VERTICAL SECTION 11 FRAME (MASONRY) 3 TRACK SILL 1/4" MAX. SHIM [B] SHIM TO PLUM AND SQUARE QINST7[d ALLATION ANCHOR, d 3/16" DIA. MASONRY ANCHOR W/WASHER [C] HOOK STRIP PERIMETER SEALANT BYINSTALLER •--SHIM AS REQUIRED TO MEET INTERIOR • TRACK FACE. SILL TO SIT IN BED OF CONCRETE BYINSTALLER 2 BY WOOD BUCK BY OTHERS [A] 1/4" MAX. SHIM [B] SHIM TO PLUM AND SQUARE DOOR FRAME SILL PERIMETER SEALANT BY INSTALLER/DO NOT COVER WEEP HOLES .p 41 2 1/2" MIN. — EDGE DIST. [C] SILL TO SIT IN BED OF CONCRETE BYINSTALLER TRACK ATTACHMENT SCREW (ITEM #20) LOCATED 6" FROM END AND MAX 12" ON CENTER THEREAFTER INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR W/WASHER [Cl 1/4" MAX. SHIM IS] SHIM TO PLUM AND SQUARE INSTALLATION ANCHOR, #10 WOOD SCREW WMASHER [D] HOOK STRIP PERIMETER SEALANT BYINSTALLER SHIM AS REQUIRED TO MEET INTERIOR (RACK FACE. 5 3/4" VERTICAL SECTION 11 FRAME (MASONRY) 4 TRACK SILL LUCAS A. TURNER, FL P.E. 58201 C1 HORIZONTAL SECTION 0,+>�°�6°1°°°rid�� 11 �L"9Fk@r FRAME (2X BUCK)!e�# HOOK STRIP + ' ., CE N No 58201 � s . m STATE OF PROPRIETARY AND CONFIDENTIAL 9/19/2013 '•*,°•.';'r O R C.'° *�' THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM '•�..,.,.` WRITTEN PERMISWINDOW SION OF CY REPRODUCTION IN PART ,IR AS A WHOLE USTOM WINDOW SYSTEMS, IS PROHIBITED. OUT THE ��#,�#�ttle r ti by SEALANT UNDER SCREW HEAD BY INSTALLER HIGHRISE SILL [50 DP RISER SHOWN] SEALANT BETWEEN HIGHRISE SILL AND FRAME BYINSTALLER CONCRETE/MASONRY BY OTHERS 4 0. • p4 0 4 • ' D ' p 1 1/4" MIN. EMBEDMENT [C] HtUERTIFICATION, REMOVED ALUM PANEL UPDATED PER 2010 FBC CHANGED PANEL HGT,GLASS DLO ADDED SEPARATE BOM FOR 8920-8950 ADDED SHT 6 SHOWING ALUM. PNLS UPDATED PER NEW FBC REQUIREMENTS REFERENCE NOTES: [A] SEE NOTE 9, SHT 1 [B] SEE NOTE 2&3, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 08/01/2013 11/15/2011 01/1 rA*'4' Custom Lam WINDOW SYSTEMS Manufacturer of High Quallty Windows, Doors and More 1900 SW 44TH AVE. OCALA. FLORIDA 34474 ITLE: INSTALLATION DETAIL - 3T & 4T SILL & HOOKSTRIP FRIES: 8920 DRAWN BY: FHEE ADE 7/30/201$ MODEL: CALE: NO.: PVC SLIDING GLASS DOOR NTS CWS - 252 REV. LETTER: F . 1 1 OF 12 • ••• ••• ••• • • 4 HORkONTAL SEeTION "' • 11 FRAME ( MASONRY) HOOK STRI,r SILL TO SIT IN BED OF CONCRETE BYINSTALLER 2 BY WOOD BUCK BY OTHERS [A] 1/4" MAX. SHIM [B] SHIM TO PLUM AND SQUARE DOOR FRAME SILL PERIMETER SEALANT BY INSTALLER/DO NOT COVER WEEP HOLES .p 41 2 1/2" MIN. — EDGE DIST. [C] SILL TO SIT IN BED OF CONCRETE BYINSTALLER TRACK ATTACHMENT SCREW (ITEM #20) LOCATED 6" FROM END AND MAX 12" ON CENTER THEREAFTER INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR W/WASHER [Cl 1/4" MAX. SHIM IS] SHIM TO PLUM AND SQUARE INSTALLATION ANCHOR, #10 WOOD SCREW WMASHER [D] HOOK STRIP PERIMETER SEALANT BYINSTALLER SHIM AS REQUIRED TO MEET INTERIOR (RACK FACE. 5 3/4" VERTICAL SECTION 11 FRAME (MASONRY) 4 TRACK SILL LUCAS A. TURNER, FL P.E. 58201 C1 HORIZONTAL SECTION 0,+>�°�6°1°°°rid�� 11 �L"9Fk@r FRAME (2X BUCK)!e�# HOOK STRIP + ' ., CE N No 58201 � s . m STATE OF PROPRIETARY AND CONFIDENTIAL 9/19/2013 '•*,°•.';'r O R C.'° *�' THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM '•�..,.,.` WRITTEN PERMISWINDOW SION OF CY REPRODUCTION IN PART ,IR AS A WHOLE USTOM WINDOW SYSTEMS, IS PROHIBITED. OUT THE ��#,�#�ttle r ti by SEALANT UNDER SCREW HEAD BY INSTALLER HIGHRISE SILL [50 DP RISER SHOWN] SEALANT BETWEEN HIGHRISE SILL AND FRAME BYINSTALLER CONCRETE/MASONRY BY OTHERS 4 0. • p4 0 4 • ' D ' p 1 1/4" MIN. EMBEDMENT [C] HtUERTIFICATION, REMOVED ALUM PANEL UPDATED PER 2010 FBC CHANGED PANEL HGT,GLASS DLO ADDED SEPARATE BOM FOR 8920-8950 ADDED SHT 6 SHOWING ALUM. PNLS UPDATED PER NEW FBC REQUIREMENTS REFERENCE NOTES: [A] SEE NOTE 9, SHT 1 [B] SEE NOTE 2&3, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 08/01/2013 11/15/2011 01/1 rA*'4' Custom Lam WINDOW SYSTEMS Manufacturer of High Quallty Windows, Doors and More 1900 SW 44TH AVE. OCALA. FLORIDA 34474 ITLE: INSTALLATION DETAIL - 3T & 4T SILL & HOOKSTRIP FRIES: 8920 DRAWN BY: FHEE ADE 7/30/201$ MODEL: CALE: NO.: PVC SLIDING GLASS DOOR NTS CWS - 252 REV. LETTER: F . 1 1 OF 12 1/4- MAX SHIM [B] 1 1/4" MIN. EMBEDMENT [C] CONCRETE/MASONRY Q ' BY OTHERS a 0 a p Q FAV Q a p a p Q' 415/16" Q p a p ar p INSTALLATION ANCHOR, Q 3/16 DIA. MASONRY ANCHOR WNJASHER [C] a p c p Q a'p 21/2"MIN, V EDGE DIST. [C] Q p ' a p a Q r o DOOR FRAME a 00, JAMB O 00 Oe �° ° PERIMETER SEALANT O BYINSTALLER 1 BY WOOD BUCK BY OTHERS [A] EXTERIOR FINISH BY OTHERS KJH1 HORIZONTAL SECTION 12 FRAME ( MASONRY) 3 TRACKJAMB 1/_4"_ MAX. SHIM [B] 1 1/4" MIN. EMBEDMENT [C] Q' CONCRETE/MASONRY BY OTHERS a a p a 'v- 4 4 15/16" Q p r a p Q' a n � INSTALLATION ANCHOR, 3/16 DIA. MASONRY ANCHOR Q a r p W/WASHER [C] 2 'MIN. c p EDGE DIST. [C] Q ' a p a p DOOR FRAME O . 0. JAMB O O°0 O. ° BY IMET LER SEALANT 1 BY WOOD BUCK BY OTHERS [A] EXTERIOR FINISH BY OTHERS PROPRIETARY AND CONRDENTIAL 9/19/2013 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. REFERENCE NOTES: HORIZONTAL SECTION 12 FRAME (MASONRY) [A] SEE NOTE 9, SHT 1 4 TRACK JAMB [B] SEE NOTE 2&3, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 F RECERTIFICATION, REMOVED ALUM PANEL CONFIGS. 08/01/2013 E UPDATED PER 2010 FBC 11/15/2011 D CHANGED PANEL HGT,GLASS DLO 07/07/2009 C ADDED SEPARATE BOM FOR 8920-8950 05/18/2009 LUCAS A. TURNER, FL P.E. 58201 B ADDED SHT 6 SHOWING ALUM. PNLS A UPDATED PER NEW FBC REQUIREMENTS 01/14/2009 07/29/2008 �. Custom@ �.�.....° .,. `C E /V�,ti Q 0'r� WINDOW SYSTEMS e` 1. P9�8�1 :e'1900 Manufacturer of High Quality Windows, Doors and More SW 44TH AVE. CALA, FLORIDA 34474 a !tJa. X11 !`iaa STATE OF ITLE. INSTALLATION DETAIL - LARGE MISSILE IMPACT SERIES: 8920 DRAWN BY: ADE ATE: 7/30/2013 �,•' MODEL: PVC SLIDING GLASS DOOR SCALE: NTS WG. NO.: CWS - 252 ... R. A"'* +��!19/ �� + ��*►'' REV. LETTER: F HEET: 12 OF 12 TM WINDOW & DOOR SERIES 525 ALUMINUM CASEMENT WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT .• ••• . • • • •• • • • • ••• . .. .... . .. .... ....... . . ..... . ... . ...... . .... .... . . .... . GENERAL NOTES No o'• STAT ,s��NALEN �"'4eeeen+nee+++' . �� 't''! o ED W(n WW �al Z a (a Q9 01" hcjw lj WW � In OWE .4N 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-09 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd -1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. B. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. E.I. DUPONT DE NEMOURS & CO., INC. - BUTACITE PVB INTERLAYER N.O.A.# 11-1118.03 12, SOLUTIA,INC,- SAFLEX PVB INTERLAYER N.O.A.# 11-1102.11 13, APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 FL #16132.1 12-TMW-07 COVER SHEET s U. SURFACE APPLIED FALSE MUNTINS OPTIONAL .. ... . . . . . .. . ••• ••• ••• . . • . . . ••• • .... ....... . • •• •• • • • •• •• ••• • • • ••• • • 8 1/4' MAX. FOR ANCHORS TYPE "B" 16 1/2" MAX. 6" MAX FROM FOR ANCHORS ANY JOINT OR TYPE "A°, °C", 'D" CORNER (TYP.) I I 6" MAX FROM ANY JOINT OR r CORNER (TYP.) q---- it ---------- II II d O = J ----- ---- ----- O 0;, W Q ii ii H HN N fl 11 II 11 II tl 11 I II ELLE--D.L.O.— FRAM WIDTH TYPICAL ELEVATION D.L.O. WIDTH = WINDOW WIDTH -4 % D.L.O. LENGTH = WINDOW LENGTH -4 Ve" 8 1/4" MAX. FOR ANCHORS TYPE 'B" CORNER (TYP.) 16 1/2" MAX. 6' MAX FROM FOR ANCHORSANY 6" MAX FROM TYPE "A°, -C", 'D" JOINT OR /-CORNER (TYP.) ANY JOINT OR CORNER (TYP.) I - SURFACE APPLIED FALSE MUNTINS OPTIONAL ••� I 1 I I 4 ii• ii JL \• Ci I{ _--- SEE SEPARATE., l7 I I i I APPROVAL FOR; z7 _J----- ---- ----- ALUMINUM MULLION LL \ a N•L a co O �' W --: L- __j I.. ----- _ � --; i----_ ' a�•. i i � f I I I ' L� WINDOWS S�FRAME —D.L.O.—�CONTIALLOWED F WIDTH APPROVED ALUMINUM MULUUN IS USED TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION R.L.O. WIDTH - WINDOW WIDTH -4 -/e" D.L.O. LENGTH - WINDOW LENGTH -4 %' FL #16132.1 12-TMW-07 ea►La Km lu.5 9 W EXISTING HOST METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. WOOD PTIONAL). '.M. 4 1 EDULE. N IR SCREW HEADS SEALANT (TYP.) I WOOD BUCK Q. NOT BY T. M. • • • • • • • • • • --V RUCTURE • •• • • • • ••• • 1 T1(PICAL •SEtfIUN 6" - V-0" VERT SECT . 3 ..0 ••• ••• ••• • . • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DIST ANCHORS PER ANCHOR SCHEDULE. SEE TYPIC ELEVATION FOR SPAC MAX SHIM SEE MULLION APPROVALS FOR TYPE AND SIZE. QST I" MAX SHIM ANCHORS PER NCHOR SCHEDULE. ;EE TYPICAL LEVATION ON SHEET /8 FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. P.E. WOOD BUCI sr !O %r rrrs A iD]j1A\ ��j+M f 9AX SHIM'IYYN�JI � U Z� >��M j CHOR TYPICAL CHORS PER SCHEDULE. Z pm W VATION ON W � � 9 EET 2/8 FOR "0 4CING C to z Lu'S ,10d° 4 TYPE 'D' - 5/16" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, TYPICAL PICAL ANCHORS; SEE ELEV. ON PAGE 2/8 & ANCHOR T CHARTS FOR SPACING & QUANTITY O ? ICL Q jVPE-A = I DIA. ULTRACON BY'ELCO' (Fu=177iKSI, (SYP#2 G=0.55 MIN) Fy 155 KSI) 0 a b W K3 THRU IBY INTO CONCRETE (2846 PSI MIN) OR GROUT z mO'' uJ FILLED BLOCK (ASTM C90) z� TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK= 2-1/2" MIN. 1-3/4" MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. 6 O N4" F]rP11E 12-TMW-07 pQ� TYPE B' ^ 1 DIA. ULTRACON BY (Fu= KSI, Q a Fy=155 KSI) z INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1--1 (SYP#2 G=0.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD g TYPE 'C'- 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 I" MIN) (Fu=120 KSI, Fy=90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE a THREAD PLANE MIN.) STEEL: Ye" THK. MIN. (Fy=36 KSI MIN) ALUMINUM: 1/8" THK. MIN. (6063 -TS MIN) , (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'D' - 5/16" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, Fy=155 KSI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 8 (SYP#2 G=0.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK= 2-1/2" MIN. Q7PYRGHI Hi4VJi F]rP11E 12-TMW-07 INTO WOOD STRUCTURE = 1" MIN. (FOR TYPE "B") INTO WOOD STRUCTURE = i ih" MIN. (FOR TYPE "D") SCAL ft HTg PAGO DesCR rfXQM INTO METAL STRUCTURE _ %" MIN. COVER SHEET FL #16132.1 1 NJ c,� j LL Q 0 ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 / FOR SPACING t SEE MULLION APPROVALS FOR ig MULLION TYPE AND SIZE. ANCHORS PER ANCHOR � SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy- 36 KSI MIN. ALUMINUM: 6063 -TS MIN. r-1/4- MAX SHIM WIDTH 3 OPTIONAL JAMB CONDITION 9 4 j 6- = V-0- HORIZ SECT •• ••• • • • • • •• 0:6 ...... . . .. . .. . . . .. . % .... . .. • . . ... .... ....... . . ..... . ... . ...... . .... .... . . .... . 1 B OR 2BY 1/4- MAX SHIM 1/4- MAX SHIM WOOD BUCK INTERIOR r— I 7 13 13 ANCHORS PER ANCHOR SCHEDULE. I 6 ELEVATION ON SHEET SEE TYPICAL I 2/8 FOR SPACING 38 4 L S 2 D.L.0.1 5 2 8 I 1 FRAME WIDTH EXTERIOR z TYPICAL SECTION 4 6'.11-0. HORIZ SECT SrHFDIJI_F_ "A" SCHEDULE "B" lx OR 2x WOOD 4��:�f' . �OqIp BUCK (OPTIONAL) �itS�LE ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 .FOR SPACING EXISTING HOST STRUCTURE DESIGN LOAD CAPACITY DESIGN LOAD CAPACITY (ASD METHOD) FRAME HEIGHT FRAME HEIGHT FRAME WIDTH GLASS TYPE M7 GLASS TYPE M2 GLASS TYPE IS +) .S.F (-) P.S.F. +) P.S.F -)P.S.F. +) P.S.F (-) P. F. 70 70 _ 2812" 37" 70 70 75 70 75 70 1 75 70 75 70 76 75 W 38" 70 76 70 _ 75 70 76 70 76 38° 70 75 70 2812" 70 75 70 75 70 75 as 3!8` 37- _ _ 38" _ 70 70 76 _ 70.__ 7S 70 75 70 7b 70_ 75 76 24" 70 76 70 70 75 70 75 _ 60 Sib 3T _: 38" . _. -70 70 - 70 75 70 _ 76 70 76 70 75 76 70 2812" 70 75 70 75 70 75 ST 37" 38" 70 7075 75 70 - - 70 75 70 75 70 75 76 70 75 70 75 70 [id 2812" 70 75 70 76 70 76 37' 70 75 70 75 70 75 741!4" 38" 70 75 70 75 70 75 6c' 38" 38' 7D _ 70 76 70 7b 70 75 70 76 70 75 7578" 70 70 73w - 70 76 70 76 70 75 lx OR 2x WOOD 4��:�f' . �OqIp BUCK (OPTIONAL) �itS�LE ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 .FOR SPACING EXISTING HOST STRUCTURE DESIGN LOAD CAPACITY (ASD METHOD) FRAME HEIGHT FRAME GLASS TYPE M7 GLASS TYPE M2 GLASS TYPE IG IMDTH (+ P.SF (-) P.S . +) P.S.F.(-) P..F. +) P.S.F.(-) P.S.F. 24" 30" 70 70 76 76 70 70 75 75 70 70 75 75 30' 38° 70 76 70 75 70 76 38° 70 75 70 75. 70 76 24" 70 76 70 75 70 75 30" 70 -- 75 70 75 70 4S, 38° 70 75 70 75 70 38' 70 75 70 75 70 [id 24° 70 76 70 76 70 76 w 70 75 70 7b 70 76 6c' 38" 38' 70 70 75 75 70 70 75 76 70 70 75 75 24" 70 75 75 70 70 75 75 70 70 75 75 74" 1 38" 70 75 70 75 38" 1 70 76 70 75 70 75 24- 70 76 70 76 70 75 30°... 70 75 70 7S -70 75 78° 38° 38" 70 70 1 75 75 70 70 75 75 70 70 1 75 75 FL #16132.1 . P.E. CaPTKKWfF1110E1 12-TMW-07 SCOAM NTS jua PAGE DRSI MIPTIDMO COVER SHEET Q 19 ITS DUAL ARM OPERATOR PART # DESCRIPTION OP -10603G LTS DUAL ARM OPERATOR LH ATTACHMENT ANCHORS: FRAME SILL ATTACHED WITH (2) *10x 5/8° PHILLIPS FH, SS, UNDERCUT, SMS. ARM OPERATOR TRACK ATTACHED WITH (3) #8x 3/4° PHILLIPS FH, SS, SMS SCREWS. PIVOT ARM ATTACHED WITH (3) #8x 3/4° PHILLIPS FH, SS, SMS SCREWS. O 0 ro 0.0981— -2.989 .098-2.989 —} {-1.094 --}--1.094 — }0 5 O O pco rio LL 9 LL •• ••• • • • • • •• L SHAPE STUD BRACKET LH OP -10227 L SHAPE STUD BRACKET RH OPS -10226 L SHAPE STUD BRACKET SNAP ON LH OPS -10727 I LSHAPE STUD BRACKETSNAP ON RH �' • •• f • • • ••• • m ai N ••• • • • • • •• • • • • • • • • • • • •f• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • 0.775 L SHAPE STUD BRACKET PART # DESCRIPTION OP -10726 L SHAPE STUD BRACKET LH OP -10227 L SHAPE STUD BRACKET RH OPS -10226 L SHAPE STUD BRACKET SNAP ON LH OPS -10727 I LSHAPE STUD BRACKETSNAP ON RH ATTACHMENT ANCHORS: INSTALLED AS PER MANUFACTURER SPECIFFICATIONS. 0.750 N ui 0.867 20 MULTIPOINT LOCKING HANDLE 1.663-1 PART # DESCRIPTION PO -2301 1 LYS MULTIPOINT LOCKING HANDLE APPLIED GASKET AROUND SLOT ATTACHMENT ANCHORS: LOCK HANDLE ATTACHED WITH (2) #10-24 x i4" PF'F! PHILLIPS ZINC, B -POINT, MS SCREW. LOCK BAR ATTACHED WITH (2) #8x %' FH PHILLIPS, TEKS SCREW. LOCKPIN STRIKER ATTACHED WITH #10 x %' FH, UNDERCUT PHILLIPS HEAD, B -POINT, SS SCREWS. 21 MAGNUM HINGES 3000 SERIES, OFFSET 4 -BAR PROJECTION HINGE ATTACHMENT ANCHORS: 3) #10X 3/8° PHILLIPS PH, SS, SMS ATTACHED TO THE TOP OF THE VENT HEAD AND (5) #10 x %" PHILLIPS PH, SS, SMS SCREWS 10.6001 —� N L I� 1� 0.435 2 2 #1549-3 SNUBBER ATTACHMENT ANCHORS: FRAME SNUBBER RECEIVER ATTACHED WITH (2) #10X V LONG FH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS. FRAME SNUBBER DRIVER ATTACHED WITH (2) #10X %' LONG FH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS. FL #16132.1 tip •c`� P.E. J .... lire tZITERORC�IRA F%PI+F89 12-TMW-07 SrAM Nis 03 PAM DNSCRZMGNI COVER SHEET 122112012 - V6mn loam F.T1 Proleot F7i aslTM Window & Door • • 0.4301 0.245 T W N T O • A OD z • • • � 0.350 N • ZA o 0.500 • _ ~ O to p T � — N m moorn z M O J �mDDD' oAN ate= E c—m A Imll N 2.675 -2.1S4 N N H i-2.087 q TAi X /` 8 S casemaNVMmiow 526 CasemeN-FL StateMde 3.671 1.610 0 0 V) c� 12 �8 1.296 3581---0.938 d to Ul cp �nD}on NO 1.298 -0.360f-0.938 0 w 0 0 - +�+ TM WINDOW AND DOOR, LLC 601 NW 12TH AVE. POMPANO BEACH, FL (954)781-4430 L 3110L mmaa°wlac®w'� SERIES 525 CASEMENT WINDOW .a••�®oma FLORIDA STATEWIDE APPROVAL LARGE AND SMALL MISSILE IMPACT 160 SW 12th AVENUE, DEERFIELD BEACH, FL 3 •'' Pic (954) 354-06M FM: (95a) , WWW.ENGE)(P.COM '••y CERT ov Am Mm A FRANK L WMAARDO, Pte., = INNOVATION ••• • • • ••• •• ••• • • • •••••• • • • • • • • • •••••• • ••• • • 00 • • 0.4301 0.245 T W N T O • A OD z • • • � 0.350 N • ZA o 0.500 • _ ~ O to p T � — N m moorn z M O J �mDDD' oAN ate= E c—m A Imll N 2.675 -2.1S4 N N H i-2.087 q TAi X /` 8 S casemaNVMmiow 526 CasemeN-FL StateMde 3.671 1.610 0 0 V) c� 12 �8 1.296 3581---0.938 d to Ul cp �nD}on NO 1.298 -0.360f-0.938 0 w 0 0 - +�+ TM WINDOW AND DOOR, LLC 601 NW 12TH AVE. POMPANO BEACH, FL (954)781-4430 L 3110L mmaa°wlac®w'� SERIES 525 CASEMENT WINDOW .a••�®oma FLORIDA STATEWIDE APPROVAL LARGE AND SMALL MISSILE IMPACT 160 SW 12th AVENUE, DEERFIELD BEACH, FL 3 •'' Pic (954) 354-06M FM: (95a) , WWW.ENGE)(P.COM '••y CERT ov Am Mm A FRANK L WMAARDO, Pte., = INNOVATION .vepm PARI Proiect FUmITM Vftdoa & Door nMVd =l2N2-TMW-07 TM Casement and Uncbped MuUpo103 -Series 625 Casement Vdhtdmv Fmridal2-TMW-07_ Casement -FL "11 r rn w N i" to D r 1 �QiA N Dam 2 Z, C m r m 70�ZpD D�DZ� z m r < Oe�Sm - _ L P Z m m a `o0 m ' \ci�. ilci a tw�r 601 NW 12TH AVE. TM WINDOW AND DOOR, LLC60 POMPANO BEACH, FL (954) 781-4430 EXPRE . A•'•, SWENGINE C 112th AVENUE,' �! DEERFIELD BEACH, FL 334 Plc 54 354-0660 Fax: 35Q-0443 (9 ) SERIES SSS CASEMENT WINDOW W W W ENGEXP.0OM FLORIDA STATEWIDE APPROVAL LARGE AND SMALL MISSILE IMPACT • • • • • .vepm PARI Proiect FUmITM Vftdoa & Door nMVd =l2N2-TMW-07 TM Casement and Uncbped MuUpo103 -Series 625 Casement Vdhtdmv Fmridal2-TMW-07_ Casement -FL "11 r rn w N i" to D r 1 �QiA N Dam 2 Z, C m r m 70�ZpD D�DZ� z m r < Oe�Sm - _ L P Z m m a `o0 m ' \ci�. ilci a tw�r 601 NW 12TH AVE. TM WINDOW AND DOOR, LLC60 POMPANO BEACH, FL (954) 781-4430 EXPRE . A•'•, SWENGINE C 112th AVENUE,' �! DEERFIELD BEACH, FL 334 Plc 54 354-0660 Fax: 35Q-0443 (9 ) SERIES SSS CASEMENT WINDOW W W W ENGEXP.0OM FLORIDA STATEWIDE APPROVAL LARGE AND SMALL MISSILE IMPACT A FRANK L BENNARDO, P.L. ItaC. INNOVATION DESIGN PRO/ SMOOTH PRO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. S. 6 -PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION. REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS 21.0 TABLE OF CONTENTS SHEET REVISION • • • • • • • SHEET DESCRWnON 1 - TYPICAL EL6'JA1il61lSp*DCSI!N!R%6SURES, AND GENERAL NOTES 2 - • • • %IUL ACHbFhA%UTS AND NOTES 3 - OPTIONAL 2X BUCK ANCHORING DETAILS 4 - i • • e • • VERTICAL AZSCMILIES 5 - : : • • • •H &ON'1I.ASUABLIES 6 - WOOD SUBSTRATES 7 - •:• : : : (VICl SUB;TRATES 8 - : %9COW(INE11TS &.BTUZF MATERIALS 371/2" MAX. O.A. WIDTH 1 4 _ x N z ��= 13 O_ 00 5 5 I— t� 00 A o O ACTIVE cj z W z �y0 2 O? / M Ly - - 3 4V71 7 8 9 k.j4 4 4 4 A 4 1 TYP. ELEVATION 1 1 W-8" DOOR M13M 371/2" MAX. O.A. WIDTH 1 MAX. OVERALL FM4 DANIA BEACH,FL33004 PH: (954)399-B478 NOMINAL SIZE WEB: www.bulldingdraps.com 1 s CONFIGURATION 3 5 z Do w C7 Q. O N Z 2Lu W J O W x 3� WIDTH In CT1 `iUj ¢ Q UjCL U O n ® J CD 4 H � J Q W z L`ACTIVE X z 33d oz C = i- M1 &SMI_1' X 3'-0" 2 TYP. ELEVATION 2 1 8'-0" DDDR HEIGHT NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. *SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. PREPARED BY: MON �r11 %- L , i MAX. OVERALL DESIGN PRESSURE (PSF) DANIA BEACH,FL33004 PH: (954)399-B478 NOMINAL SIZE WEB: www.bulldingdraps.com MISSILE CONFIGURATION IMPACT C -0o ra Q. O N Z 2Lu W J INSWING OUTSWING 3� WIDTH HEIGHT ¢ Q UjCL Y RATING POS. NEG. POS. I NEG. ~' H � J Q d LLI V) X 3'-0" 6.'-8"-� 65* 65 j65* 65 / i- M1 &SMI_1' X 3'-0" 8'-0" 50* 50 50* 50 LMI & SMI *SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. PREPARED BY: MON �r11 %- L , i BUILDING DROPS, INC.. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH,FL33004 PH: (954)399-B478 FAX. (954)744.4738 WEB: www.bulldingdraps.com W z I— 0 C7 O C -0o ra Q. O N Z 2Lu W J 0�o00o� YLL�' 00 & 3� C) trto W m a m ¢ Q UjCL Y 0 QC Z ¢ z ~' H � J Q d LLI V) a O J W Q OC U � o } N REMARKS BY DATE THIS M IS E PROPERTY OF BUILDING DROPS, IN AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS, INC. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARIONGS TO THIS DOCUMENT ARE NOT PERMITTED AND NVALIDATE OUR CERTIFICATION. l u►ri��i `,``��yr,� S F. % �E O i ` � .0 i r • 7 _ ' r ; 4U �H�Ti�A"M6J1{oRER$ GN ftE lDA P. E. N0.737A� ftyd30�Qs}�E. pD U. FBPECEE.29579 Digitally signed by Hermes F. Norero, P.E. Reason: l am approving this document Date: 2014.02.2617:34:43 -05'00' DATE: 02.05.14 DWG. B CHK. BY: SSM TJM I MSS SCALE: NTS DWG. #: A010871 SHEET: OF 8 1 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE N 6'8" DOORS 8'0" DOORS ANCHOR TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN. EDGE DISTANCE MAX- O.C. MAX. O.C. O Z >a+r'� J Ln 371/2" MAX. SPACING AT SPACING AT o d O.A. WIDTH JAMBS JAMBS WOOD SCREW #10 2X WOOD BUCK 1-1/2" 3/4" 17-1/2" 17-1/4" OR FRAMING cc H a ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"u CONC. 1-1/4 CMU 1" 17-1/2" 17-1/4" ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" . ... ...... . . .. . .. . . . .. .... ....... . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PREPARED BY: BUILDING DROPS, INC.. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH,FL33004 PH: (9S4)399-8478 FAX -(954)7".4738 WEB: www.bulldingdraps.com � 11 /_ I F_: 1 'NP. ANCHOR LAYOUT 2 NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS, INC. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARIONGSTO THIS DOCUMENT ARE NOT PERMITTED AND F. Z :• .0' 7 i'l�kT'EDA pDA sPt.&.ND0R. FBP�Ca7+367• RB,G� �� it IY�FH91.yf%�S}E` 29� I DATE: 02.05.14 Issm/TJM I CHKSS SCALE: NTS DWG. #: A010871 z 11 N Lu It 0 O Z >a+r'� J Ln 371/2" MAX. O o d O.A. WIDTH C Z IS 3" TYP. 3" TYP. C Z ; a e a cc H a a Qn ,L m i0 to 0 0 Y a g Z; =W Q 0 �c 00io � ca 2 U .a = m m z a Q V-1WIn n2 m m J r: ® r,l z z W U a r"3 NZd 0 a WC a Lu Lu 0ZQ N N H � REMARKS BY DATE � 11 /_ I F_: 1 'NP. ANCHOR LAYOUT 2 NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS, INC. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARIONGSTO THIS DOCUMENT ARE NOT PERMITTED AND F. Z :• .0' 7 i'l�kT'EDA pDA sPt.&.ND0R. FBP�Ca7+367• RB,G� �� it IY�FH91.yf%�S}E` 29� I DATE: 02.05.14 Issm/TJM I CHKSS SCALE: NTS DWG. #: A010871 z 11 INTERIOR EXTERIOR 1 OPERABLE HEAD 4, OUTSWING SHOWN - INSWING SIMILAR DXTERIOR 11-171-1111 INTERIOR 3 OPERABLE SILL 4 INSWING ENDURA ZAIL4565F 4 OPERABLE SILL 4 OUTSWING AFCO J-2297 y� INTERIOR 13 I� 6 OPERABLE SILL 4 INSWING AFCO A -276/P-2000 • • ai >rn`iO1 �Ng INTERIOR N EXTERIOR = W W — � m m Q = n�dLL � O Q N Y Q a Q d H� W U F.. a O � � W a a t C H REMARKS BY I DATE 0 Lq 0 . .•. •.• ••• . . ' '' ''' g "' OPERABLE SILL OUTSWING OPTIONAL AFCO A-117 • • . . . . • • • . . .. .. . . . .. .. •.. . . . ••• • . 7 OPERABLE SILL 4 OUTSWING OPTIONAL AFCO H-497 9 OPERABLE SILL 4, OUTSWING OPTIONAL ENDURA ZOBL4565F RIOR %0 ri PREPARED BY: BUILDING DROPS, INC. 398 E. DAM BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)399-8478 FAX -(954)744.4738 WEB: www.buildingdraps.com AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS, INC ALTERATIONS, AMMONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND Itilifrrrrrrr�i g F. 0 iii ♦ • r• 'a T T •� '" 3. 0 L gyp•; �A✓ -� V1.p7yDA P. E. N0.73788, FB '7DDAAI�/�LIPCI►Q V[KS%E` EE 11 DATE: 02.05.14 DWG. B : CHK. BY: SSM/TJM I MSS SCALE: NTS DWG. #: A010871 SHEET: OF 8 r� v ai >rn`iO1 �Ng o a N F0,A iq a-Joo°� = W W — � m m Q = n�dLL � O Q N Y Q a Q d H� W U F.. a O � � W a a t C H REMARKS BY I DATE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS, INC ALTERATIONS, AMMONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND Itilifrrrrrrr�i g F. 0 iii ♦ • r• 'a T T •� '" 3. 0 L gyp•; �A✓ -� V1.p7yDA P. E. N0.73788, FB '7DDAAI�/�LIPCI►Q V[KS%E` EE 11 DATE: 02.05.14 DWG. B : CHK. BY: SSM/TJM I MSS SCALE: NTS DWG. #: A010871 SHEET: OF 8 r� v I 1 LOCK JAMB 5 OUTSWING SHOWN - INSWING SIMILAR HINGE SCHEDULE DOOR HEIGHT QUANTITY 6'-8" 3 8'-0" 4 HINGE DETAILATIAMB: 7 SCREWS (ITEM #25),1 SCREW (ITEM #23) PLACE ITEM #23 NEXT TO WEATHERSTRIP —#9 X 2-1/2" PHIWPS FLATHEAD WOOD SCREW —#9 X 3/4" PHIWPS FLATHEAD WOOD SCREW —#9 PHILLIPS FLATHEAD WOOD SCREW USE 3/4" LENGTH FOR 6'-8" DOORS USE 1" LENGTH FOR 8'-0" DOORS 3 HINGE JAMB 5 OUTSWING SHOWN - INSWING SIMILAR PREPARED BY: Q BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)3995478 FAX (954)744.4738 WEB: www.buildingdrops.com mi AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS, INC. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARIONGS TO THIS DOCUMENT ARE NOT PERMITTED AND 4 .O •• ; D �P.E. NO. APE CEI-11�30Q�t 29S78 DATE: 02,05,14 DWG. BY: CHK. BY: SSM TJM MSS SCALE: NTS DWG. #: A010871 SHEET: OF 8 5 <t .ow c>LQ nLo O W o�C4 a J °C CL��^ = W m se `� a g~ w N au. n J W O a O •: O a w Q H l= REMARKS BY DATE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS, INC. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARIONGS TO THIS DOCUMENT ARE NOT PERMITTED AND 4 .O •• ; D �P.E. NO. APE CEI-11�30Q�t 29S78 DATE: 02,05,14 DWG. BY: CHK. BY: SSM TJM MSS SCALE: NTS DWG. #: A010871 SHEET: OF 8 5 MIN. EDGE DIST. SEE TABLE SHEET 2 N O� W = CO N 2X WOOD BUCK � W J Z_ W W N WOOD ANCHOR SEE TABLE ON SHEET 2 1 HEAD (TYPICAL) 6 OUTSWING SHOWN - INSWING SIMILAR .,..CK MIN. EMBED. SEE TABLE SHEET 2 ••b •• • Ir . • • 2 JAMB (TYPICAL) 6 OUTSWING SHOWN - INSWING SIMILAR 3 OPERABLE SILL �J6J INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F SILICONE SILICONE 2X WOOD BUCK nn RI Iry 4 OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED AFCO J-2297 6 OPERABLE SILL 6 INSWING - NO ANCHOR REQUIRED AFCO A -276/P-2000 7 OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED AFCO H-497 9 OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED ENDURA ZOBL456SF ILICONE 2X WOOD BUCK PREPARED BY: Q BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH:(954)399-8478 FAX: (954)744.4738 WEB: www.6Bildingdrops.mm ? Ol Ln O SILICONE OmN ca Cie -Rt I— a J Ln OLu LL d heLn o°� W Q Ln gam= �• Q •: ••: : : •: • 2X WOOD BUCK H 0 0 P40 � W O .. ... •. • . •. n TJ.1 J H REMARKS BY DATE '•; • ', ' SILL •. . g QPERABLE ,;• 6 OUTSWING - NO ANCHOR REQUIRED AFCO A-117 ... • . . . •.. • • . . • • • • • • • • • • • 7 OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED AFCO H-497 9 OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED ENDURA ZOBL456SF ILICONE 2X WOOD BUCK PREPARED BY: Q BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH:(954)399-8478 FAX: (954)744.4738 WEB: www.6Bildingdrops.mm AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS, INC. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARIONGS TO THIS DOCUMENT ARE NOT PERMITTED AND i �� • ' �p „ to "�w•H�E�Ii"ATEi i.NORERb•• Gi� ��` �ti}Q1yP. E. N0.737 O DDAAITAA FBPE CE q .29S78 DATE: 02.055 ,14 DWG. B CHK. BY: SSM/Tim I MSS SCALE: NTS DWG. #: A010871 SHEET: OF8 Lei ? Ol Ln O OmN ca Cie -Rt I— a J Ln OLu LL d heLn o°� W Q Ln gam= Q H 0 0 P40 � W O n TJ.1 J H REMARKS BY DATE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS, INC. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARIONGS TO THIS DOCUMENT ARE NOT PERMITTED AND i �� • ' �p „ to "�w•H�E�Ii"ATEi i.NORERb•• Gi� ��` �ti}Q1yP. E. N0.737 O DDAAITAA FBPE CE q .29S78 DATE: 02.055 ,14 DWG. B CHK. BY: SSM/Tim I MSS SCALE: NTS DWG. #: A010871 SHEET: OF8 Lei SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT EQUAL SPLIT (53 1/8" X 76") DESIGN PRESSURE RATING: +/- 70 PSF 37" UNIT WIDTH 33 7/8" GLASS DLO I O27 1/2" I GLASS DLO I 63" UNIT HEIGHT 323/8" 53 1/8" UNIT WIDTH 50" GLASS DLO I 134 G DL I SASH 1NIT 4EIGHT 38 7/8" SASH HEIGHT I / O I I' HEIGH 134 G i D I i I %( 48 1/8" GLASS DLO 51 5/8" SASH WIDTH EQUAL SPLIT (53 1/8" X 76") DESIGN PRESSURE RATING: +/- 70 PSF 37" UNIT WIDTH 33 7/8" GLASS DLO I O27 1/2" I GLASS DLO I 63" UNIT HEIGHT 323/8" I ••� ••• I7LASS SASH I ••• •• I HEIGH DLO 32" GLASS DLO I---35 1(2;S6ASH )JVIQTH ----4 • • • • • • • • � - • � -ter•- -z -_ • • `EQUAL SPIN 3" X 031. •.; DESIGN PRESSfiR RATING: +/- 86 PSF • LASS LO LASS LO 84" UNIT HEIGHT 50 1/4" GLASS DLO 25 3/4" GLASS ORIEL (53 1/8" X 84") DESIGN PRESSURE RATING: +/- 70 PSF TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .......... 1 ANCHOR SCHEDULE & NOTES...............2 DP CHARTS & GLAZING DETAIL.............3 SECTION VIEWS.......................................4 EXTRUSIONS & B.O.M ..............................5 INSTALLATION DETAIL .........................6&7 Lucas Tumer 2012-06-12 13:25-04:00 PROPRIETARY AND CONFIDENTIAL 6/12/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ALUMINUM IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATINGS (SHEET 3) -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEALANT USED AT ALL FRAME JOINTS. 8. REFERENCE TEST REPORTS: NCTL-210-3795-1, -1 A, -2,-2A,-3,-3A 9. SERIES / MODEL DESIGNATION SH -3700. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LUCAS A. TURNER, FL P.E. 58201 6" MAX 19 1/2" MAX O.C. 14 L 19 1/2" MAX O.C. NOTES: SEE NOTE 2 ANCHOR LAYOUT EQUAL SPLIT 37" X 63" THRU FRAME (MASONRY, WOOD OR METAL OPENING) INSTALLATION ANCHORS, SEE NOTES (TYP) 6" MAX. 6" MAX. 0 ANCHOR LAYOUT EQUAL SPLIT 53"X 76" THRU FRAME (MASONRY, WOOD OR METAL OPENING) SEE NOTE 2 INSTALLATION ANCHORS, SEE NOTES (TYP) 1.9 6" MAX. 141/4 -{ MAX O.C. , 6" MAX. - 13 1/2" MAX O.C. t_ INSTALLATION ANCHORS, SEE NOTES (TYP) SEE NOTE 2 ------------- � O � � X Al � ANCHOR LAYOUT ORIEL 53"X 84" THRU FRAME (MASONRY, WOOD OR METAL OPENING) 1. A) MASONRY, WOOD, OR METAL OPENING: INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR LOCATIONS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4" FOR MASONRY OR WOOD, AND 1/8" FOR ALUMINUM. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" DIA. ELCO ULTRACON FLAT MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2-1/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS (FLANGE INSTALLATION THROUGH FRAME) MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #10 SMS SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN PCCQg ANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STR j G LE$S.1'HA0l}iF."NIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES F,QR PPQDl7I;fS4jffRVI •ARE•BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN•AINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANG& TO ASTM.G 90, GRAPE N, TYPE 1 (OR GREATER). D. ALUMINUM - 1/8" THICK MIN., 604375 PJIN. . • • • E. STEEL- 1/8" THICK MIN., 30 KSI 'M114. ; . • • 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE 1jDCU jlE:4 3---- • 6/12/2012 FMA/AAMA 100(FIN WINDOWS), FMA/AAMA20p(F•3I L�NQE�IVIhr0001s , : NTI PROPRIETARY AND CONFIDEAL FMA/WDMA 250(BOX WINDOWS), FMA/AffpJV4DMA O�iEXI�ERILOPAORS). THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • •. • • • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 HORIZONTAL SLIDER ELEVATION (IMPACT) 75 1/4" FLANGE WIDTH 74" UNIT WIDTH --� 3713/16" SASH WIDTH 65 1/4" 33 1/16" FLANGE rBGLASS DLO HEIGHT 7 i 64" UNIT HEIGHT 651/4" FLANGE HEIGHT 64" UNIT HEIGHT 60 9/16" SASH HEIGHT 6' X M,r© wiw1 33 1/16" GLASS DLO 58 7/8' GLASS DLO L6, u -ox of -DX— � 7 -DESIGN PRESSURE RATING j - - ±60- 60 9/16" SASH HEIGHT —1131/4" FLANGE WIDTH 112" UNIT WIDTH 28 1/16" SASH W I DTH 23 5/16" GLASS DLO 57 1/16" 58 7/8" GLASS I GLASS DLO I DLO X 52 1/4" GLASS DLO EO 65 1/4" FLANGE HEIGHT 64" UNIT HEIGHT ALUMINUM IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 86 1/2" FLANGE WIDTH 2. GLAZING OPTIONS: (SEE SHEET 3) —851/4" UNIT WIDTH 3. CONFIGURATIONS: "OX", "XO", "XOX". `FRAME SPRING SIDE LATCH APPROVED UP TO SASH WIDTHS OF 281/16" AND 281/16" SASH WIDTH MAX +/- 50DP. "FRAME MEETING RAIL LOCKS VALID FOR ALL SASH WIDTHS. 23 5/16' GLASS DLO 57 1/16" GLASS DLO X 251/2" 4. DESIGN PRESSURE RATINGS (SHEET 3) GLASS DLO I -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E-1300. Al 58 7/8" GLASS F/3-1 /3=t/3 DESIGN -PRESSURE RATING +50 LVI 55 3/4" FLANGE WIDTH —541/2" UNIT WIDTH 28 1/16" SASH WIDTH 651/4" 23 5/16' 23 5/16" FLANGE GLASS DLO I GLASS DLO HEIGHT 60 9/16" SASH HEIGHT 571/16" 58 7/8' 164" GLASS I GLASS DLO DLO UNIT I I HEIGHT 60 6„ SASHX I O HEIGHT 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7-8 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE SCREWED TOGETHER, SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. 8. SERIES / MODEL DESIGNATION HS -7700. 9. 1 x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 11. SECTION CALLOUTS FROM OX AND ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS = 1/4" X 1" LOCATED 6" FROM BOTH ENDS. LUCAS TURNER, FL. P.E., 58201 ' ' ••• •�• MAXX/O UNIT SIZE WITH • •" see FRAME SIDE LATCH. SEE DESIGN PRESSURE RATING • • g o: 0' 0 • • • NOTE #3 TABLE OF CONTENTS ±50 DESIGN PRESSURE RATING • ... ... ... ±50 GENERAL NOTES & ELEVATIONS •' • ..................................1 ANCHOR SCHEDULE & NOTES.......................................2 GLAZING DETAILS :' '.' •. • Lu(ApgT&per y� ...........................................................3 2012-07-31 16:49-04:00 COMPARATIVE ANALYSIS..............................................4 SECTION VIEWS & ALT. FRAME "O/X","X/O","X/O/)C ...... 5 ••• • • . . *00 . . PROPRIETARY AND CONFIDENTIAL 7/31/2012 EXTRUSIONS & BILL OF MATERIALS .............................6 i %:THINFORMAVON • CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM INSTALLATION DETAIL..................................................7,8 • • • • •�••-WR#TEN4PEiI�ISSIONOF • WIOVa SYSMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE CUSTOM �� • WINDOW SYSTEMS, INC. ISPROHIBITED. EXTERIOR INTERIOR • ••• SECTION A -A .:. :•••j 9�� PROPRIETARY AND CONFlDENTIAL 6/12/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. NOTES: INTERIOR EXTERIOR SECTION B -B 1. ITEMS 14, 16, 18, 21, 22, 26, & 27 ARE NOT SHOWN FOR CLARITY. ITEM 29 IS NOT USED ON THIS PRODUCT. LUCAS A. TURNER, FL P.E. 58201 Item Die # Description Vendor Material 1 H-1934 Fxd. Mtg. Rail Keymark Aluminum 2 H-1946 Sash Meet. Rail Keymark Aluminum 3 H-1947 Sash Bot./Pull Rail Keymark Aluminum 4 S-1931 Fr. Head Keymark Aluminum 5 S-1932 Fr. Sill, Keymark Aluminum 6 S-1933 Fr. Jamb Keymark Aluminum 7 S-1935 Reinforcement Keymark Aluminum 8 S-1936 Scm. Adapt. Keymark Aluminum 9 S-1939 Sash Side/Top Rail Keymark Aluminum 10 S-1941 Glazing Bead, (5/16" Glass) Keymark Aluminum 11 S-1954 Sash Stop Keymark Aluminum 12 S-1956 Sill Latch Keymark Aluminum 13 P-3018 Wstp., .300 x .187 Bulb Vinyl Amesbury Nylon 14 P-3029 Screen Pull Tab Summit Steel 15 P-3033 Screen Spring, SS FlaScrn SS 16 P-3046 Take Out Clip 17 P-3218 Screen Frame Allmetal Alum 18 P-3228 Screen Spline, .155 Dia., Blk. Dapa Nylon 19 P-3305 Wstp., .270 x .187 Black SoftTouch Center Fin, Black Ultrafab Nylon 20 P-3309 Wstp., .210 x .187 Black Soft Touch Center Fin, Black Ultrafab Nylon 21 P-3321 Screen Frame Comer Key Allmetal Alum 22 P-3342 Seam Sealer, SM -5504 Schnee 23 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. Frank Lowe 24 P-3443 Wstp, .290 X.187 Black, Bulb Vinyl, Hollow Ultrafab Nylon 25 P-3515 #8 x 0.625 Ph FH Type A SMS Fastenal Steel 26 P-3581 Screen Cloth, 18 x 16 Fiberglass Phifer 27 P-4144 #8 x 1" w/ 1/4" lead Quad PH Type A SMS Fastenal Steel 28 P-4707 Sweep Lock Lawrence Nylon 30 P-4959 Wstp., .420 x .187 back PolyFin, Gray, SoftTouchUltrafab Nylon 31 P-5228 Sash Cam M&M 32 Balancer lViscor Caldwell 33 GLASS See Sheet 3 34 Purfect Glaze "H" or Sikaflex 552 Henkel/Sika 35 1 P-5244 IClosed Cell Pad, 1-1/2"xi-1/4"x3/16" 36 S-1949 IGIazing Bead, (7/16" Glass) Keymark jAluminum ITEM 29 IS NOT USED ON THIS PRODUCT. SASH CORNER I FRAME CORNER CONSTRUCTION CONSTRUCTION • FIXED MTG RAIL CONSTRUCTION 2 2 3/4" �{ 3 S-1931 HEAD, FRAME S-1932 SILL, FRAME 2 5/8"--- -1116- 23 16" /8" 1/16"23/16" Li 1. L F6 S-1933 JAMB, FRAME 5/8" 10 .050 3/4"moi S-1941 GLAZING BEAD, 5/16" 07- 2 SII/ L+J(}�T SEAIi+I SEALALE PROPERTY OF CUSTOM NT PROPRIETARY AND CONFIDENTIAL 6/12/2012 •; •U�SED'RT•A�L• A(idl ,l®INTS THE INFORMATION CONTAINED IN THIS WINDOW SYSTEMS, NC. ANY REPRODUCTION IIN PART ORG IS THE OAS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 21/2" 2 5/16" H-1946 MTG RAIL, SASH NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 7 7/8" j [ 1/8" S-1935 REINFORCEMENT 11/8--1 1/16" 9 1/16" (1� 13/4" H-1934 MTG RAIL, FIXED 2 3/8" c rinr-g 1/16" H-1947 BOTTOM RAIL, SASH LUCAS A. TURNER, FL P.E. 58201 %, t"6"IItjr j�U tk 10, -'d : No 58201 a STAT OF rZ S-1939 SIDE RAIL, SASH 11: S-1954 SASH STOP INITIAL RELEASE 02WINDOWS & DOORS 1900 SW 44TH AVE. DCALA. FLORIDA 34474 R1213/16" 1/16" 1 1/4" S-1956 LATCH, SILL 1/2" .050 3/4" S-1949 GLAZING BEAD, 7/16" 5/16'�j 9/L I 1/16" 8 S-1936 SCREEN ADAPTOR EXTRUSIONS/BOM - LARGE MISSILE IMPACT 0111111 ALUM SINGLE HUNG 6/11/2012 TEF DATE: 05/17/2 NTS DWG. NO.:OWS- 1: - SHEET: 5 OF 7 2 1/2" MIN. EDGE DIST. [C] EXTERIOR FINISH BY OTHERS .� D• a D• e D • s D. s• PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER 1 I 4" MIN. EMBEDMENT [C] SEALANT BETWEEN BUCK e AND OPENING BY OTHERS D ' ' CONCRETE/MASONRY BY OTHERS ' n D ► D 1 BY WOOD BUCK BY OTHERS. [A] e •e 1/4 MAX SHIM [B] INSTALLATION ANCHOR, 1/4" DIA. MASONRY SCREW [C] 1 BY WOOD BUCK BY OTHERS. [A] 1 1/4" MIN. EMBEDMENT [C] CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 1/4" DIA. MASONRY SCREW [C] 2 1/2" MIN. EDGE DIST [C] SEALANT BETWEEN BUCK AND OPENING BY OTHERS e .e•4.4 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BYINSTALLER 1/4" MAX SHIM [B] B HORIZONTAL SECTION 6 FRAME (MASONRY INTO 1X BUCK) INTERIOR EXTERIOR SEALANT BEHIND FLANGE BY INSTALLER &I;llLy, l 1 3/8" MIN. EMBEDMENT [D] MIN EDGE DIST [D] INSTALLATION ANCHOR, #10 WOOD SCREW. [D] 2 BY WOOD BUCK BY OTHERS. [A] SEALANT BETWEEN BUCK I AND OPENING BY OTHERS )R FINISH ERS 'ERIMETER SEALANT BY INSTALLER C HORIZONTAL SECTION 6 FRAME (2X WOOD BUCK) "- ks lull NOTE: HEAD AND JAMB I 1 I I SIMILAR FOR 2BY INSTALLATION. SILL INSTALLATION SAME AS IN SHOWN BELOW. EXTERIOR n= INTERIOR INSTALLATION ANCHOR, 1/4" DIA. MASONRY SCREW. [C] SEALANT UNDER SCREW HEAD BY INSTALLER 1/4" MAX SHIM [B] EXTERIOR FINISH BY OTHERS ti= q o p .• S • p ° , •o • o°�• v • p LUCAS A. TURNER, FL P.E. 58201 ° p [C]/4 MIN. EMBEDMENT o , 4-D>I' D °• v 'r lip•• iV�41�1wAJt"�� or 00 .s'4 D v D 4® No 55201sea p p 21/2" MIN EDGE DIST CONCRETE/MASONRY [C] BY OTHERS• • • • • • • 0:0 6/12/2012 A VERTICA- SEIr'Trfi : PROPRIETARY AND CONFIDENTIAL 6 FRAME ( NQY; • • s • THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • • i • i • • i WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 2&3, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 HORIZONTAL SLIDER ELEVATION (IMPACT) 75 1/4" FLANGE WIDTH 74" UNIT WIDTH --� 3713/16" SASH WIDTH 65 1/4" 33 1/16" FLANGE rBGLASS DLO HEIGHT 7 i 64" UNIT HEIGHT 651/4" FLANGE HEIGHT 64" UNIT HEIGHT 60 9/16" SASH HEIGHT 6' X M,r© wiw1 33 1/16" GLASS DLO 58 7/8' GLASS DLO L6, u -ox of -DX— � 7 -DESIGN PRESSURE RATING j - - ±60- 60 9/16" SASH HEIGHT —1131/4" FLANGE WIDTH 112" UNIT WIDTH 28 1/16" SASH W I DTH 23 5/16" GLASS DLO 57 1/16" 58 7/8" GLASS I GLASS DLO I DLO X 52 1/4" GLASS DLO EO 65 1/4" FLANGE HEIGHT 64" UNIT HEIGHT ALUMINUM IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 86 1/2" FLANGE WIDTH 2. GLAZING OPTIONS: (SEE SHEET 3) —851/4" UNIT WIDTH 3. CONFIGURATIONS: "OX", "XO", "XOX". `FRAME SPRING SIDE LATCH APPROVED UP TO SASH WIDTHS OF 281/16" AND 281/16" SASH WIDTH MAX +/- 50DP. "FRAME MEETING RAIL LOCKS VALID FOR ALL SASH WIDTHS. 23 5/16' GLASS DLO 57 1/16" GLASS DLO X 251/2" 4. DESIGN PRESSURE RATINGS (SHEET 3) GLASS DLO I -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E-1300. Al 58 7/8" GLASS F/3-1 /3=t/3 DESIGN -PRESSURE RATING +50 LVI 55 3/4" FLANGE WIDTH —541/2" UNIT WIDTH 28 1/16" SASH WIDTH 651/4" 23 5/16' 23 5/16" FLANGE GLASS DLO I GLASS DLO HEIGHT 60 9/16" SASH HEIGHT 571/16" 58 7/8' 164" GLASS I GLASS DLO DLO UNIT I I HEIGHT 60 6„ SASHX I O HEIGHT 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7-8 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE SCREWED TOGETHER, SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. 8. SERIES / MODEL DESIGNATION HS -7700. 9. 1 x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 11. SECTION CALLOUTS FROM OX AND ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS = 1/4" X 1" LOCATED 6" FROM BOTH ENDS. LUCAS TURNER, FL. P.E., 58201 ' ' ••• •�• MAXX/O UNIT SIZE WITH • •" see FRAME SIDE LATCH. SEE DESIGN PRESSURE RATING • • g o: 0' 0 • • • NOTE #3 TABLE OF CONTENTS ±50 DESIGN PRESSURE RATING • ... ... ... ±50 GENERAL NOTES & ELEVATIONS •' • ..................................1 ANCHOR SCHEDULE & NOTES.......................................2 GLAZING DETAILS :' '.' •. • Lu(ApgT&per y� ...........................................................3 2012-07-31 16:49-04:00 COMPARATIVE ANALYSIS..............................................4 SECTION VIEWS & ALT. FRAME "O/X","X/O","X/O/)C ...... 5 ••• • • . . *00 . . PROPRIETARY AND CONFIDENTIAL 7/31/2012 EXTRUSIONS & BILL OF MATERIALS .............................6 i %:THINFORMAVON • CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM INSTALLATION DETAIL..................................................7,8 • • • • •�••-WR#TEN4PEiI�ISSIONOF • WIOVa SYSMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE CUSTOM �� • WINDOW SYSTEMS, INC. ISPROHIBITED. 6 6" MA 18" M M ANCHOR LAYOUT - [FLANGE] THRU FRAME - (MASONRY, WOOD, AND METAL OPENING) INSTALLATION ANCHORS TYP. 18' ANCHOR LAYOUT - [FLANGE] THRU FRAME - (MASONRY, WOOD, AND METAL OPENING) INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #10 SMS SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. .. ... . . . . . .. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON S06STRaE.M4kT fRJAL VWTA THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREAj�R). • • : • . : • . . : • • . B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. ALUMINUM - 1/8" THICK MIN., 6063 T5 MIN. 0 ... 000 • E. STEEL - 1/8" THICK MIN., 30 KSI MIN. :Go • • 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE �.' '.' ; • • • OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS). LUCAS TURNER, FL. P.E., 58201 ,7-,-7- LUCAS z • • • • • • • • • • • • PROPRIETARY AND CONFIDENTIAL 7/31/2012 • • i i. i TH� INFbRMA=ION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • :WINDOW S&tSFEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE • • • • • . VATT*I'PETVISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. GLASS TYPE A SASH OTE --.ALL GLASS IS SHOWN FULLSIZE )VERALL 5/16" OVERALL JNEALED 1/8" ANNEALED UPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER JNEALED 1/8" ANNEALED wm DESIGN MAX # SASH FIXES IODEL PRESSURE (PSF) w SIZE yGLASS GLAS! Xw/Slde , Latch +/-50 54 1/2" x 64" A _A .._�.. .. 74" x 64" A A, UX I +/-50 112" x 64" 1 A 7/16" OVERALL 3/16" ANNEALED .105 DUPONT PVB INTERLAYER 3/16" ANNEALED SIKAFLEX 552 or PURFECT GLAZE "H" LIJ-1 r---(15) SIKAFLEX 552 or PURFECT GLAZE "H" TbiT --(15) SIKAFLEX 552 or PURFECT GLAZE "H" S BITE 1I I i rJ 1113/4" GLASS BITE 1 I i U 1 11 3/4" GLASS BITE GLASS TYPE A FIXED -XO .. ... . . . .• • ......... . .. ... .. 0.0. . .. GtASU)TE B FIXED-XOX LUCAS TURNER, FL. P.E., 58201 • . . . . - �Z. • "" " " • • • • •PROPRIETARY AND CONFIDENTIAL 7/31/2012 • • THE 1IRMIrION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • • W"D 8 EMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE •' • • • • WRITT P MISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SEE NOTE 3, SHT 1 INTER SECTION VIEW C -C EXTERIOR .• ••• . . . . . .. 0.0 • ••• ••• ••• so 0 • ••• • • • • • ••• • • • • • LUCAS TURNER, FL. P.E., 58201 %%%l �p 10 RE a �'77`a,, k. z - No 55201 a. • • .0 6 0 * .� STATE OF 4u do s • � � • • • • i i ' i' i PROPRIETARY AND CONFIDENTIAL7/31 /2012',,`+G; 4.s"ry"*# ' • • • • TOE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��I . as a"'a' a�a► • • • • • • VQND4Wt4TEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE �i f� � "' ' • • "RIT11EN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE' HORIZONTAL SECTION VIEWS - "XOX" - IMPACT SERIES: RAWN BY: ATE: 7700 ADE 06/01/12 AODEL: HORIZ. SLIDER CALE: 1:1 p WG. NO.: CWS -774 50F8 Item # Part # Description Vendor Material I H-1934 FIXED MEETING RAIL KEYMARK ALUMINUM 2 H-1946 SASH MTG. RAIL, SASH KEYMARK ALUMINUM 3 H-1947 SASH LIFT RAIL, SASH KEYMARK ALUMINUM 4 P-3018 WSTP, (.300 x.187back, Bulb) AMESBURY 5 P-3029 SCREEN LIFT SUMMIT STEEL 6 P-3033 SCREEN SPRING FLA SCREEN STEEL 7 P-3169 LOCK SPRING FLA SCREEN STEEL 8 P-3302 WSTP (.210 x. 187back) ULTRAFAB 9 P-3218 SCREEN FRAME (5/16") ALL M ETAL ROLLFORM 10 P-3228 ROUND SPLINE (.155) DAPA 11 P-3305 WSTP (.270 x. I 87back) ULTRAFAB 12 P-3321 SCREEN CORNER KEY FLA SCREEN NYLON 13 P-3352 SETTING BLOCK(1/8" x 5/8" x 2") FRANK LOWE RUBBER 14 P-3397 OPEN CELL PAD (black) HO PRODUCTS 15 P-3433 HOLT MELT TRUSEAL 16 P-3443 WSTP, (.290 X.187) BULB ULTRAFAB 17 P-3515 #8 X 5/8" PHIL FLAT WHT FASTENAL STEEL 18 P-3566 SCREEN CLOTH WIER 19 P-3804 ROLLER ASSEMBLY M&M NYLON 20 P-4144 #8 X 1 PAN PHIL W/ 1/4" LEAD FASTENAL STEEL 21 P-4479 WEEP HOLE COVER M&M NYLON 22 P-4707 SASH MTG RAIL LOCK LAWRENCE NYLON 23 P-4959 WSTP (.420 x. 187back) ULTRAFAB 24 P-5289/90 SASH END CAP M&M NYLON 25 S-1933 HEAD KEYMARK KEYMARK 26 5-1935 REINFORCEMENT KEYMARK ALUMINUM 27 S-1936 SCREEN SUPPORT KEYMARK ALUMINUM 28 S-1939 TOP/BTM RAIL, SASH KEYMARK ALUMINUM 29 S-1941 GLAZING BEAD - 5/16 KEYMARK ALUMINUM 30 S-1949 GLAZING BEAD - 7/16 KEYMARK ALUMINUM 31 S-1956 SPRING SIDE LATCH KEYMARK ALUMINUM 32 S-1959 ROLLER TRACK KEYMARK ALUMINUM 33 S-1960 SCREEN CATCH KEYMARK ALUMINUM 34 S-1962 JAMB, LOCK KEYMARK ALUMINUM 35 S-1966 SILL, BOTTOM KEYMARK ALUMINUM 36 S-1967 SILL, TOP KEYMARK ALUMINUM 37 S-1957 JAMB, FIXED KEYMARK ALUMINUM 38 WSTP (.530 x.I87back) ULTRAFAB 40 GLASS see sheet 3 29 3/4" 1/16" 1. 5/16" GLAZEBEAD — 1941 26 7/7/8111 /8" -L REINF. — 1935 OTE: ALL ALUMINUM EXTRUSION ARE 6063-T 1/16" 2": 12 5/8" HEAD — 1933 2 f LOCK JAMB - 1962 SASH LIFT RAIL — 1947 15/16" . . ..l . • • : : : ;•; 1— 1/ • • • QCRrEfiN CATGh- 196Q • ••• • •• • • • • • • • • • • • • • • • • —�j 3/4" 30 ii� —1--j 1/16" 1" 811 7/16" GLAZEBEAD — 1949 31 2 5/8" — w 1/16" SILL, BOTTOM — 1966 1 15/16" --1 211/16" 4ED JAMB — 1957 2 1/2" 2 5/16" 1/16" SASH MTG RAIL — 1946 13/16" 1/16" 1 1/4" 31 SPRING SIDE LATCH — 1 1 5/16" 1/16" -4-- 1135/16- SILL, 135/16" SILL, TOP — 1967 1 7/16" 32 1/16" 1/211 ROLLER TRACK — 1919 1 5/16" 1 1 /16" 21/2" FIXED MTG RAIL — 1934 28 1 3/4" 1/16" x� SASH TOP/BTM RAIL — 1939 7/31/2012 LUCAS TURNER, FL. P.E., 58201 • • • • • • • • • • PROPRIETARY AND CONFIDENTIAL i i • i VE IlVFOR ATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • WINDOW STT EMS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE • • • • • • • • • • •1VFIIinpN9N RMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. OW�,tot�urrlfrri ORE IiV � fk +► I •a.....r.os 4l +s .• Nay 58201 •� -lid . • ace -P- 13* STATE OF 4 J410NAA S:% 12aaom WINDOWS&DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 FRAME CORNER CONSTRUCTION SASH CORNER CONSTRUCTION MEETING RAIL ATTACHMENT SMALL JOINT SEAM SEALANT 27 15/16" - 1 /16"--1vj1 9/16" SCREENI'SUPPORt — 1936 EXTRUSIONS & B.O.M - IMPACT RAWN BY: ATE: 7700 ADE 06/01/12 rUUML. HORIZ. SLIDER p%,IALC: 1:2 r""" '"" CWS -774 60178 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DIST. [C] EXTERIOR FINISH BY OTHERS 0 °D ' O D O0o °• a °o PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER (SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER p. a EXTERIOR FINISH BY OTHERS a •e e , •t ;•• v f •eD • °i•,°. e• • D • e •, e e DeD ► D• a �•e D• eD•eD De e D D•DeD•D•A e e D• •DeD D• D►•e D•eD•D• D• D•DD•D e •e D ••se p• a •e e D •e e D• D• A•• eD• D•e• e • D• • e e •e a •e e D• a e e s e D• a ... D s. • . D. D• • CONCRETE/MASONRY BY OTHERS 1 1/4„ MIN EMBEDMENT [C] 2 1/2" MIN. EDGE DIST. [C] 1 1/4" MIN EMBEDMENT [C] SEALANT BETWEEN. BUCK AND OPENING BY OTHERS .a- a v �� a a D 1> .a C''°�• . a C' a a it s D --{ 1/4" MAX SHIM I [B] D , 4p 4 0 4 � 44 ''4o�: 4 a 4 4 4 o 40 4 _ 4& 4 I 0 4' 4 1 BY WOOD BUCK 4 4 BY OTHERS ° 4 [A] .Q 4p. 4 4 0 4 0 ° 0 4 ' •O o 1/4" MAX SHIM O • yo°oC}p° n [B] n °Oo o INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR. [C] SEALANT UNDER SCREW HEAD BY INSTALLER. INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR [C] HIGH STRENGTH STRUCTUAL GROUT BY OTHERS •v• eD•eDe—exe e A e e • • • 'pe D • D • 'D • •D eDe�aDe, /•� e• e e De eD e.eD a •e �e s• eD . D eD •D A VERTICAL SECTION �,7j CLIP (MASONRY) n .. EXTERIOR FINISH BY OTHERS 1/4" MAX SHIM [B] 1 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR. [C] SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER � HORIZONTAL SECTION 7 CLIP (MASONRY) SEALANT BEHIND FLANGE BY INSTALLER SILL STOOL BY OTHERS PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH C• ° , ° BY OTHERS g g D °D ° C'. p• pD °� °� ° D C' USE SOLID WOOD SUPPORT TO MAKE • .9"L�V%, BY OTHERS. • • • • • • i • ' e • 1'= IV 4 ELWENENT [Cl • • • . • ... •. ° 2 T/M NO. EDGE Q[4 T. 1/4" MAX SHIM [B] INSTALLATION ANCHOR, #10 WOOD ANCHOR. [D] SEALANT BEHIND FLANGE----" BY INSTALLER PERIMETER SEALANT BY INSTALLER 1 318" MIN. EMBEDMENT [Dl SEALANT BETWEEN BUCK AND OPENING ° ° p BY OTHERS a Al p � p a ° A4 , .p p p L MIN. EDGE DIST. [Dl. ► pa ► p a ' a ,p .p ° 0 2 BY WOOD BUCK ► p , p BY OTHERS �p �p [A] ° O ► p; ah� CONCRETE/MASOIN 00• p A. p BY OTHERS • t�L_ EXTERIOR FINISH - C HORIZONTAL SECTION BY OTHERS 7 CLIP (WOOD) SEALANT UNDER SCREW HEAD BY INSTALLER. INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR. [C] Lil�1/4" MAX SHIM — [B] ° D D ° . ° C' ° C' C' 1 1/4„ MIN EMBEDMENT [C] ° CONCRETE/MASONRY-J 1 2 1/2" MIN. EDGE DIST. BY OTHERS D ALTERNATE PRECAST SILL DETAIL [C] 7 CLIP (MASONRY) LUCAS TURNER, FL. P.E., 58201 •e• a �:7— • • ° ° • • • • • e . • PROPRIETARY AND CONFIDENTIAL 7/31/2012 • • • •l HE NFOSi(STATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • • 1lIN©ow EMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE I • • • • • • • N".PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. �,�L...r. ,rex �r;�K-� "�� _ .a,w� "` ''ezwna:+ffis• c� ,� '� .^. `x � r..0 ..u. t �. , � �x'sswnarci OTE: HEAD AND JAMB IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS HOWN BELOW. REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 2&3, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 [E] SEE NOTE 6, SHT 2 [F] SEE NOTE 9, SHT 2 V PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLEI SEALANT BEHIND FLAI BY INSTALLER PERIMETER SEALANT BY INSTALLER [F] 1/4" MAX SHIM [B] RIMETER SEALANT ,(INSTALLER 11 1V I „"L -r% i , ON ANCHOR, #10 SCREW [E] ANT UNDER SCREW HEAD ISTALLER. RIMETER SEALANT ,(INSTALLER PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER 1/4" MAX SHIM [B] [F] INSTALLATION ANCHOR, #10 SCREW [E] PERIMETER SEALANT BY INSTALLER CE) HORIZONTAL SECTION 8 REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 1/4" MAX SHIM [B] SEE NOTE 20, SHT 2 B] [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 [F] [E] SEE NOTE 6, SHT 2 [F] SEE NOTE 9, SHT 2 11,412 1 �� I 1%jN ANCHQti* ••: : : •'• ••• #10 SCREW 0 •: •': :: %: '. LUCAS TURNER, FL. P.E., 58201 ••• • • • • E VERTICAL SECTION ••• a • • • • ••• • PROPRIETARY AND CONFIDENTIAL 7/31/2012 : • : THINPbRM/�TION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • WI DOI�/ SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ' ••• • • • • • • •• • VJ%T.•PTfPf�ISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 0000•• 0000.. 0000.. 0000. •0.0• 0000. 0000. 0000. ANCHOR CLIP •••• B 0000 . •0 O O 1 • • • 0000.. • • . . • 0000•• •• . •• •• • • • 0 • 0 00 000006 •• . 0000 0 • • • • •• 0000 4" MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS WO ANCHOR CLIP • 0000.. • • • • • • • ANCHOR • CLIP EXAMPEE PVC WINDOW WITH HORIZ./VERT. MULLIONS 0000 • Soso • (FOR SECTION VIEW CALLOUTS ONLY) TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 ANCHOR SCHEDULE.................................2-4 EXTRUSIONS & B.O.M...............................5-6 MULL BAR SECTION VIEWS.....................7-8 INSTALLATION DETAILS ...........................9-10 ANCHORI -� CLIP ANCHOR — J CLIP ! 9 9 1 EXAMPLE PVC WINDOW WITH VERTICAL MULLION (FOR SECTION VIEW CALLOUTS ONLY) Lucas Turner 2012-10-2611:30-04:00 �Z- PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. IMPACT MULL BAR INSTALLATION REQUIREMENTS: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. CONFIGURATIONS SHOWN: (SEE SHTS 3-4) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS ARE 6063-T6 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE_ (SHEETS 3-4) 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 7. PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. 8. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10. lx OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. 12. NON -INTERSECTED MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. LUCAS A. TURNER, FL P.E. 58201 B O O 1 O ANCHOR — J CLIP ! 9 9 1 EXAMPLE PVC WINDOW WITH VERTICAL MULLION (FOR SECTION VIEW CALLOUTS ONLY) Lucas Turner 2012-10-2611:30-04:00 �Z- PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. IMPACT MULL BAR INSTALLATION REQUIREMENTS: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. CONFIGURATIONS SHOWN: (SEE SHTS 3-4) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS ARE 6063-T6 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE_ (SHEETS 3-4) 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 7. PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. 8. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10. lx OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. 12. NON -INTERSECTED MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. LUCAS A. TURNER, FL P.E. 58201 NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. OR 1/4" DIA. ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 1/8" SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 13/8" MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4" SHALL BE MAINTAINED. 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. D. ALUMINUM - 1/8" THICK MIN., 6063 T5 MIN. E. STEEL -.060" THICK MIN., 33 KSI MIN. 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: FMA/AAMA 100 (FIN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), FMA/WDMA 250 (BOX WINDOWS), y FMA/AAMA/WDMA 300 (EXTERIOR DOORS). y PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 •99• ...... . . . . • • 0000•• • 0.000• •• • •• •• • • • • 9 00000 • 00 00.000 0909• •• • 0000 • • • • • a so ••9••• • • • 90•x•• ••9••• •• • ••999• 0 • •9• • •• • • • • •99••• 00000*00 • • • NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. OR 1/4" DIA. ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 1/8" SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 13/8" MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4" SHALL BE MAINTAINED. 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. D. ALUMINUM - 1/8" THICK MIN., 6063 T5 MIN. E. STEEL -.060" THICK MIN., 33 KSI MIN. 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: FMA/AAMA 100 (FIN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), FMA/WDMA 250 (BOX WINDOWS), y FMA/AAMA/WDMA 300 (EXTERIOR DOORS). y PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 TWIN/TRIPLE HORIZONTAL MULLION OPENING SIZE L MULL LENGTH I�- OPENING SIZE--) C TWIN VERTICAL MULLION z L4 J J J - OPENING SIZE -moi A G TWIN HORIZO jj%MULLION L 1, ; w N U) 1900 SW 44TH AVE. 0 OCALA, FLORIDA 34474 z z TITLE: ANCHOR SCHEDULE, 4" MULL BAR, NON -INTERSECTED tu STATE OF .+ « 4}; te •' *. '�'=a. CL RAWN BY: ATE: ADE 09/27/2012 O * 4a"1 ,fes � e 1 laky •s9 k+r• �� I+- MULL LENGTH -moi I F �� TRANSOM OVER TRIPLE •• • •• ••••• OPINING S1ZE(in.) 39 45 51 57 63 69 75 3/8 81 87 93 99 1073/8 114 120 126 .••E 138 i TRANSOM OVER TWIN VERTICAL MULLION I�- OPENING SIZE--) C TWIN VERTICAL MULLION z L4 J J J - OPENING SIZE -moi A G _ z w J J J L OPENING SIZE I�- D TRIPLE VERTICAL MULLION H z U, J J J -4 OPENING SIZEI-- B-; TRIPLE HORIZONTAL MULLION L 1, ; w N U) 1900 SW 44TH AVE. 0 OCALA, FLORIDA 34474 z z TITLE: ANCHOR SCHEDULE, 4" MULL BAR, NON -INTERSECTED tu STATE OF .+ « 4}; te •' *. '�'=a. CL RAWN BY: ATE: ADE 09/27/2012 O * 4a"1 ,fes � e 1 laky •s9 k+r• �� I+- MULL LENGTH -moi I F �� TRANSOM OVER TRIPLE EV. LETTER: - HEET: 3 OF 10 VERTICAL MULLION _ z w J J J L OPENING SIZE I�- D TRIPLE VERTICAL MULLION H z U, J J J -4 OPENING SIZEI-- B-; LUCAS A. TURNER, FL P.E. 58201 %%111®if 0fi f't DREW � �,� b�,9iasliYp• ® • �J Gi 1, ; WINDOWS &DOORS No 58201 1900 SW 44TH AVE. OCALA, FLORIDA 34474 :�� TITLE: ANCHOR SCHEDULE, 4" MULL BAR, NON -INTERSECTED 10/26/2012 STATE OF .+ « 4}; te •' *. '�'=a. SERIES: PVC MULL BAR RAWN BY: ATE: ADE 09/27/2012 Design Pressure Chart, PSF, for Non -Intersected Impact PVC 4" Mullion H-1759, with 1522 clips using four (4) #10 screws or 3/16" ITW Tapcons per each end of mullionii * 4a"1 ,fes � e 1 laky •s9 k+r• �� ODEL:�� 4 ALUM. MULL I PERMISSION OF CUSTOM WINDOW SYSTEMS,,IINC.SIS ROHIBI EDHOUT �� EV. LETTER: - HEET: 3 OF 10 OPINING S1ZE(in.) 39 45 51 57 63 69 75 3/8 81 87 93 99 1073/8 114 120 126 132 138 i 1.15 3/8 483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 53 1 /8 120.0 120.0 120.0 120.0 120.0 120.0 118.6 115.1 1123 1103 109.1 108.6 108.6 108.6 108.6 108.6 108.6 108.6J. a 57 120.0 120.0 120.0 120.0 117.9 111.7 1065 102.9 99.9 97.6 96.0 94.6 943 943 943 943 943 70.0 63 120.0 120.0 119.6 1103 102.9 97.1 92.1 885 85.4 82.9 80.9 78.9 77.9 77.4 77.2 70.0 70.0 70.0 F" 68 120.0 120.0 108.8 100.0 93.1 875 82.7 79.2 76.2 73.6 71.6 693 68.1 67.2 66.6 663 663 663 W72 120.0 112.1 101.4 93.1 865 81.1 765 73.1 70.1 67.6 655 632 61.8 60.8 60.0 595 59.2 04 76 118.6 105.2 95.0 87.1 80.7 75.6 71.1 67.9 64.9 625 60.4 58.1 56.6 555 54.7 54.0 80 70.0 70.0 70.0 70.0 70.0 70.0 665 633 605 58.1 56.0 53.7 52.2 51.1 501 84 70.0 70.0 70.0 70.0 70.0 665 62A 593 56.6 54.2 52.2 49.9 48A 473 88 70.0 70.0 70.0 70.0 673 62.8 58.8 55.8 53.2 50.9 48.9 46.7 45.2 1 �. 92 96 70.0 70.0 70.0 70.0 70.0 70.0 69.1 65.8 63.8 60.6 59.4 56.4 55.6 52.7 52.7 49.9 50.1 47A 47.9 453 46.0 43A 43.8= 413 Design Pressure Chart, PSF, for Non -Intersected Impact PVC 4" Mullion H-1759, with 1767 clips using six (6) #10 screws or 3/19' ITW Tapcons per each end of mullion OPINING SIRE(in.) 39 45 51 57 63 69 753/8 81 87 93 99 1073/8 114 120 126 132 138 145 3/8 483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1175 116.0 115.2 1149 70.0 70.0 70.0 F" 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.9 113.4 109.6 1065 103.2 1013 100.0 70.0 70.0 70.0 70.0 w72 120.0 120.0 120.0 120.0 120.0 120.0 113.9 108.8 1043 100.6 975 94.1 70.0 70.0 70.0 70.0 70.0 a 76 120.0 120.0 120.0 120.0 120.0 1125 105.9 101.0 96.7 93.0 89.9 86A 70.0 70.0 70.0 70.0 80 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 r 84 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 r l I 88 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.070.0 695 673 92 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 685 65.2 �� s 96 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 653 62.2 58.5 = LL , - ��. g,. �' mss..•. .,. ) #12 Design Pressure Chart, PSF, for Non -Intersected Impact PVC 4" Mullion H-1759, with 1767 cliusing six (6) screws or 1/4" ITW Tapcons (solid concrete substrate only) per each end of mullion OPINING S12E(in.) 39 45 -s1 57 63 69 753/8 81 87 93 99 1073/8 114 120 126 132 138 1453/8 a 483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 e 57 _ 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 s 63 120.0 120.0 120.0, 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 70.0 70.0 F 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 70.0 70.0 70.0 70.0 W72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.7 112.6 70.0 70.0 70.0 70.0 70.0 ..� 76 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.7 1113 107.6 1035 70.0 70.0 70.0 70.07711. .a 80 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 3 a 84 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ° 88 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 92 70.0 70.0 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.2 96 70.0 70.0 70.0 70.070.0 70.0 70.0 69.0 653 62.2 585 LUCAS A. TURNER, FL P.E. 58201 %%111®if 0fi f't DREW � �,� b�,9iasliYp• ® • �J Gi 1, ; WINDOWS &DOORS No 58201 1900 SW 44TH AVE. OCALA, FLORIDA 34474 :�� TITLE: ANCHOR SCHEDULE, 4" MULL BAR, NON -INTERSECTED 10/26/2012 STATE OF .+ « 4}; te •' *. '�'=a. SERIES: PVC MULL BAR RAWN BY: ATE: ADE 09/27/2012 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM THE WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PARTWRITTEN * 4a"1 ,fes � e 1 laky •s9 k+r• �� ODEL:�� 4 ALUM. MULL CALE: G. NO.: NTS CWS -837 PERMISSION OF CUSTOM WINDOW SYSTEMS,,IINC.SIS ROHIBI EDHOUT �� EV. LETTER: - HEET: 3 OF 10 Design Pressure Chart, PSF, for Intersected Impact PVC 4" Mullion H-1759, with 1522 clips using four (4) #10 screws or 3/16" ITW Tapcons per each end of mullion 3 OPENING SIZE in. s' 39 45 51 57 63 69 753/8 81 87 93 99 1103/8 114 120 126 132 138 1453/8 .-. 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1183 106.6 103.4 98.5 94.0 89.9 862 82.0 423/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1143 107.4 1013 91.6 88.9 84.6 80.8 773 74.1 708 F 483/4 120.0 120.0 120.0 120.0 120.0 120.0 112.9 105.8 99.1 933 88.0 79.6 77.2 73.6 70.4 67.4 64.6 61.4 z 531/8 120.0 120.0 120.0 120.0 120.0 111.1 102.7 963 903 85.0 803 72.6 70.4 67.1 64.2 61.5 59.0 56.2 57 120.0 120.0 120.0 120.0 111.2 102.8 95.0 89.1 83.6 78.7 743 673 653 623 59.5 57.0 54.7 52.1 ,a 63 120.0 120.0 118.6 108.1 993 91.8 85.0 79.7 74.8 70.5 66.6 60.4 58.6 56.0 53.5 51.2 68 120.0 120.0 108.4 98.9 90.9 84.2 78.0 73.2 68.7 64.8 613 55.5 53.9 518 72 120.0 112.1 101.4 928 85.1 78.8 73.1 68.6 64.5 60.8 57.5 52.2 50.7 .,; , , "�. 71,93/8 119.7 ,0000, 106.2 E 95.9 87.7 80.7 74.8 r 69.4 65.2 613 ..„.,»A...m, 57.8 54.7 ��...............,.,_...,...,...,.�, 49.6 5, _ Design Pressure Chart, PSF, for Intersected Impact PVC 4" Mullion H-1759, with 1T767 clips using six (6) #10 screws or 3/16" ITW Tapcons per each end of mullion OPENING SIZE(in.) ' 39 45 51 57 63 69 753/8 81 87 93 99 1103/8 114 120 126 132 138 1453/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 • • L°•; 42 3/4 29. . 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 1103 105.0 0000 *. 04R3f19 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.5 114.9 109.6 104.7 1003 96.1 91.5 •• z 531/8 114,0.: 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.5 108.1 104.9 100.0 95.5 91.5 87.8 83.6 • •• • 57 • 119.0• • 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.1 110.7 100.2 97.2 92.7 88.6 84.8 81.4 77.6 63' • 1209' • 120.0 120.0 120.0 120.0 120.0 120.0 118.7 111.4 105.0 99.2 89.9 873 833 79.6 762 ••• • "68110.V. 120.0 120.0 120.0 120.0 120.0 116.1 109.0 1023 96.5 91.2 82.7 803 76 :... • 72 2 .0 120.0 120.0 120.0 120.0 1173 108.8 102.2 96.0 90.5 85.6 77.7 75.4Mr, �..... 0;5 3/8 jZQ.Q 120.0 120.0 120.0 120.0 1113 1033 97.0 91.2 86.0 81.4 73.9,E �a '••••• �•Besign PressuresChart, PSF, for Intersected Impact PVC 4" Mullion H-1759, with 1767 clips using six (6) #12 screws or 1/4" ITW Tapcons (solid concrete substrate only) per each end of mullion 0 • OPENING SIZE (in.) b 39 45 51 57 63 69 753/8 81 87 93 99 1103/8 114 120 126 132 138 1453/8 ,. 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 423/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 F-+ 483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 109.5 z 531/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 1143 1095 105.1 100.1 W 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.4 111.0 106.0 101.6 97.4 92.8 �a 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.8 107.6 104.5 99.7 953 91.2 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.5 109.2 99.0 96.1 91.7 72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.0 1083 102.5 93.0 903:,. 753/8 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 116.2 1 109.2 103.0 97.4 88.4 H c7 z LU J J J I� L f-- OPENING SIZE ---�I H TWINITRIPLE VERTICAL MULLION HORIZONTAL MULLION F I w N 0 I I SINGLET I z TWIN w I OR a TRIPLE 0 UNITS IBELOWI L MULL LENGTH J LUCAS A TURNER, FL P.E. 58201 a��C�'•'!'�`• :°�°•+ WINDOWS & DOORS No 58201 d y�� 1900 SW 44TH AVE. e OCALA, FLORIDA 34474 TITLE: �ANCHOR SCHEDULE, 4" MULL BAR, INTERSECTEDspU'� .r . r a ERIES:RAWN BY: ATE: °+ PVC MULL BAR ADE 09/27/2012 PROPRIETARY AND CONFIDENTIAL 10/26/2012 '•` :'.0 Rprw,y,MO �ir THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM #APA ��,��q,�� a� DEL: 4„ ALUM. MULL CALF: NTS WG. NO.: CWS -837 W NDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR SA WHOLE OUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. #�p��pl� EV, LETTER: - SHEET: 4 OF 1 O ITEM NO. PART NO. DESCRIPTION 1 H-1759 MULL,1 3/8"x4", FLAT, PVC 2 S-1895 DRIP ADAPTER 3 S-1896 FLANGE ADAPTER 4 S-6018 MULL COVER 5 F-1522-014 RETRO FIT MULL ANCHOR CLIP 6 F-1522-027 NEW CONSTRJFIN ANCHOR CLIP 7 F-1767-002 L -ANGLE 4" MULL CLIP, STANDARD (see sheet 5) 8 F -1767-005L L -ANGLE 4" MULL CLIP, FIN, LEFT (see sheet 5) 9 F -1767-005R L -ANGLE 4" MULL CLIP, FIN, RIGHT (see sheet 5) 10 F -1767-007L L -ANGLE 4" MULL CLIP, RETRO FLANGE, LEFT (see sheet 5) 11 F -1767-007R L -ANGLE 4" MULL CLIP, RETRO FLANGE, RIGHT (see sheet 5) 12 RETRO #10 x 1 1/2", PANHEAD PHILIPS ZINC 13 #10 FLAT WASHER 14 F-1767-002 CAULK 15 #10 OR #12 HEX WASHER HEAD TEK SCREW *(see note below) 16; •••5-1898 4" HORIZ. MULLION CLIP, PVC • ••1 . P-5132 '.' MQLLBAR CAP 0•0014& 1 • • #10 HEXWASHER HEAD TEK SCREW • 19 1 a• • • 10 FH TEK SCREW • .iii. WOOD•SC�FW Sl , r;i•0.OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT ..... .. . .... DRIP ADAPTER S-1895 1 1/4" 1!Z" 3 .090 FLANGE ADAPTER S-1896 F 1 13/16" 1 7/16" 4 -F-F�t .079 PVC MULL COVER -6018 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 835 TOP VIEW 31/2"� 16 —1 /8" 4" HORIZ. MULLION CLIP S-1898 4 1/4" 195 �— -I .150 13/8" 1/8" ,V MULLBAR H-1759 4: 17/16" 4—� 9/m `AP OUTSIDE 1/8" 4 7/8" ---moi F- 1522 - 027 NEW CONSTRUCTION / FIN INSTALLATION 3 'T' MULLBAR CUP "L" MULLBAR CUP FRAME TYPE OPENING (F -1522 -)XX) (F -1767 -XXX) 1 11/16" (2X) NEW NOT RECOMMENDED F-1767-002 ...... .. • X14/16" F-1522-014 F-1767-007(L&R) or 7/16" t JOUTSIDEJ F-1767-002 NEW • F-1767-005(L&R) FIN •,�• 2 RETRO F-1522-027 F-1767-005(L&R) NEW .090 DRIP ADAPTER S-1895 1 1/4" 1!Z" 3 .090 FLANGE ADAPTER S-1896 F 1 13/16" 1 7/16" 4 -F-F�t .079 PVC MULL COVER -6018 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 835 TOP VIEW 31/2"� 16 —1 /8" 4" HORIZ. MULLION CLIP S-1898 4 1/4" 195 �— -I .150 13/8" 1/8" ,V MULLBAR H-1759 4: 17/16" 4—� 9/m `AP OUTSIDE 1/8" 4 7/8" ---moi F- 1522 - 027 NEW CONSTRUCTION / FIN INSTALLATION 3 2" TYP. FIN FRAME SCORE, BEND, AND BREAK TO REMOVE FIN LUCAS A. TURNER, FL P.E. 58201 ,lk%W$ "I! i M, jrr4P,#,# I *� p,�,110REIV Bio Srei�h' �liaZ-4 No 58201 100LOW Pt i DETAIL A -7 PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. '?fY 6i 'ONX%. Q®i — 7/16" THRU (TYP) 11/4" THRU (TYP) -- 7/16" 4 7/8" RETRO CLIP (4') F-1522-014 I ; AH WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & BILL OF MATERIALS - 4" MULL BAR PVC MULL BAR p RAWN BY. ADE ATE: 09/27/201 4" ALUM. MULL r_.'_ NTS r v- CWS -837' 5 OF 10 'T' MULLBAR CUP "L" MULLBAR CUP FRAME TYPE OPENING (F -1522 -)XX) (F -1767 -XXX) 1 11/16" (2X) NEW NOT RECOMMENDED F-1767-002 FLANGE RETRO F-1522-014 F-1767-007(L&R) or 7/16" t JOUTSIDEJ F-1767-002 NEW F-1522-027 F-1767-005(L&R) FIN RETRO F-1522-027 F-1767-005(L&R) NEW NOT RECOMMENDED F-1767-002 BOX RETRO F-1522-014 F-1767-007(L&R) F-1767-002 2" TYP. FIN FRAME SCORE, BEND, AND BREAK TO REMOVE FIN LUCAS A. TURNER, FL P.E. 58201 ,lk%W$ "I! i M, jrr4P,#,# I *� p,�,110REIV Bio Srei�h' �liaZ-4 No 58201 100LOW Pt i DETAIL A -7 PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. '?fY 6i 'ONX%. Q®i — 7/16" THRU (TYP) 11/4" THRU (TYP) -- 7/16" 4 7/8" RETRO CLIP (4') F-1522-014 I ; AH WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & BILL OF MATERIALS - 4" MULL BAR PVC MULL BAR p RAWN BY. ADE ATE: 09/27/201 4" ALUM. MULL r_.'_ NTS r v- CWS -837' 5 OF 10 7/8" 1 11/16" (2X) 3/8" (2X) 7/16" t JOUTSIDEJ 1'5/16" 15-;116" 2" TYP. FIN FRAME SCORE, BEND, AND BREAK TO REMOVE FIN LUCAS A. TURNER, FL P.E. 58201 ,lk%W$ "I! i M, jrr4P,#,# I *� p,�,110REIV Bio Srei�h' �liaZ-4 No 58201 100LOW Pt i DETAIL A -7 PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. '?fY 6i 'ONX%. Q®i — 7/16" THRU (TYP) 11/4" THRU (TYP) -- 7/16" 4 7/8" RETRO CLIP (4') F-1522-014 I ; AH WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & BILL OF MATERIALS - 4" MULL BAR PVC MULL BAR p RAWN BY. ADE ATE: 09/27/201 4" ALUM. MULL r_.'_ NTS r v- CWS -837' 5 OF 10 • • • ••see• •••••• e • Osseo* 3" 10 67/8" 3 7/8" . 8• .. .. v �. • .so ' ' • • OUTSIDE • • • 73/x" • 5" I. ANGLE V.- MULj. CLIP, RETRO FLG (LEFT) F -1767-007L *see 3 718" OU" L ANGLE 4" MULL CLIP, RETRO FLG (RIGHT) F -1767-007R ----------------------------------- L 1 L 6 7/8" — 7/16" (TYP) —1/4" (TYP) 4 1/4" OUTSIDE L ANGLE 4" MULL CLIP, FIN (LEFT) F -1767-005L (WOOD CONSTRUCTION ONLY) O O 41 /4" O 1/2" 2 3/4" OUTSIDE 5" L ANGLE 4" MULL CLIP, FIN (RIGHT) F -1767-005R (WOOD CONSTRUCTION ONLY) 1 1/8" kil-4 z� PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 3" 7 118" 6 7/8" 7/16" (TYP) 1/4" (TYP) 3 7/8" +O OUTSIDE 2 7/16" (2X) 19/16" (2X) 2 7/16" --moi I 1/2" (2X) L -ANGLE 4" MULL CLIP, STANDARD - F-1767-002 19/161, UCAS A. TURNER, FL P.E. 58201 �R4i4fi �®Ofjppj' + IR 4 Ao WINDOWS & DOORS a; No 58201 1900 SW 44TH AVE. S OCALA, FLORIDA 34474 S pv R iTLE: EXTRUSIONS & BILL OF MATERIALS - 4" MULL BAR STATE OFrR 1. SERIES: PVC MULL BAR RAWN Bv: ADE ATE: 09/27/201 io'C) F 9 +*' `'" +;,MODEL: CALE:WG. NO.: i' a'•�aa,,•� 4" ALUM. MULL NTS CWS -837 [EV. LETTER: - HEET: 6 OF 10 '�T'' MULLBAR CUP "L" MULLBAR CUP FRAME TYPE OPENING (F-1522 XXX) (F -1767 -XXX) NEW NOT RECOMMENDED F-1767-002 FLANGE RETRO F-1522-014 F-1767-007(L&R) or F-1767-002 NEW F-1522-027 F-1767-005(L&R) FIN RETRO F-1522-027 F-1767-005(L&R) NEW NOT RECOMMENDED F-1767-002 BOX RETRO F-1522-014 F-1767-007(L&R) F-1767-002 UCAS A. TURNER, FL P.E. 58201 �R4i4fi �®Ofjppj' + IR 4 Ao WINDOWS & DOORS a; No 58201 1900 SW 44TH AVE. S OCALA, FLORIDA 34474 S pv R iTLE: EXTRUSIONS & BILL OF MATERIALS - 4" MULL BAR STATE OFrR 1. SERIES: PVC MULL BAR RAWN Bv: ADE ATE: 09/27/201 io'C) F 9 +*' `'" +;,MODEL: CALE:WG. NO.: i' a'•�aa,,•� 4" ALUM. MULL NTS CWS -837 [EV. LETTER: - HEET: 6 OF 10 SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW SEAL BEI TO � DETAIL A SEAL BEHIND FLA PRIOR TO ATTACI WIN( APPLY SEALANT ALONG Fl LENGTH OF WINDOW FRA GROOVE PRIOR TO ATTACHI CO) •••• ( FIN MUST WHERE BE REMOVED—' WINDOWS W W •..: CONNECT TO MULL I • • • •• • • ( (—A"�HORIZONTAL MULL BAR SECTION { A VERTICAUHORIZONTAL MULL BAR SECTION A T�ORIZONTAL MULL BAR SECTION FRAME IN 7 FIN FRAME WINDOW 7 NGE FRAME WINDOW .. r_ i (B)VERTICAL MULL BAR SECTION 7 FLANGE FRAME WINDOW j FIN MUST BE REMOVE[ WHERE WINDOW: CONNECT TO MULL i f SEAL BEH TO A I i r%%.nuvv vvnvuuvv --B-'�VERTICAL MULL BAR SECTION r 7 FIN FRAME WINDOW Z�t PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM I WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. E APPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP PRIOR TO ATTACHING FLANGE ADAPTOR ADAPTOR U `- O nO 1 2 II Er— DETAIL A UCAS A. TURNER, FL P.E. 58201 N-,% � .DREW °�'.rt ° �ys4�°•a �. `mss r''" WINDOWS & DOORS No 58201 :° � � 1900 SW 44TH AVE. OCALA, FLORIDA 34474 a ITLE' DETAIL B —° � SECTION VIEWS - 4" MULLBAR ASSEMBLY STATE OF 14UZ SERIES: RAWN BY: ATE: >, •�°,�a e , �.� PVC MULL BAR ADE 09/27/201e OR 4': r•°`' tea"MODEL: WG. NO.. 4" ALUM. MULL CALE. NTS CWS -837 ttt$7�� EV. LETTER: - SHEET: 7 OF 10 3" HORZ. MULLION CLIP (SEE NOTE 1) 0 0 • • e 18 OR 19) (SEE NOTE 4) I.1 CD •• • !S?� - • =,,; _H 0000•• ,r' • s • ,� t: ;tyre —1 OCALA, FLORIDA 34474 J _ M/BAR ASSEMBLY 1! .t .T J I -. r1 rIr e • • 0000• • •• ;4ro,ON ' 0000• •• • 0000•• • • e 0000•• •• • 0000•• •e•• 0000 3" HORZ. MULLION CLIP (SEE NOTE 1) 0 0 • • e 18 OR 19) (SEE NOTE 4) I.1 CD �I !S?� - =,,; _H 1 ,r' No 56201 ,� t: ;tyre —1 OCALA, FLORIDA 34474 J _ M/BAR ASSEMBLY 1! .t .T 0 h' IIS O ISI TOP VIEW FIN FRAME SEE NOTES 1 & 2 (QTY 1 EA.) 11/16" MAX. EDGE DIST. SEE NOTE 1 3" MULLBAR (H-1758) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) © 4" HORIZ. TO 3" VERT. MULLBAR SECTION 8 FLANGE FRAME WINDOW X w rC_� 4" HORIZ. TO 4" VERT. MULLBAR SECTION 8 FLANGE FRAME WINDOW NOTES: 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM #18 AS SHOWN ABOVE. 2. PRE -DRILLED HOLES (THRU H/V CLIP 1897 OR 1898), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32". 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. Y 2 EA.) =DGE DIST. SEE NOTE 1 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ,r J 1, 1 ,r' No 56201 1900 SW 44TH AVE. I� OCALA, FLORIDA 34474 i SECTION VIEWS - HORIZ. TO VERT. 4" M/BAR ASSEMBLY ,,i STATE OF p y!°�➢ g P ,. sSERIES: +�¢ , 4.J J I -. r1 rIr TOP VIEW FIN FRAME SEE NOTES 1 & 2 (QTY 1 EA.) 11/16" MAX. EDGE DIST. SEE NOTE 1 3" MULLBAR (H-1758) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) © 4" HORIZ. TO 3" VERT. MULLBAR SECTION 8 FLANGE FRAME WINDOW X w rC_� 4" HORIZ. TO 4" VERT. MULLBAR SECTION 8 FLANGE FRAME WINDOW NOTES: 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM #18 AS SHOWN ABOVE. 2. PRE -DRILLED HOLES (THRU H/V CLIP 1897 OR 1898), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32". 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. Y 2 EA.) =DGE DIST. SEE NOTE 1 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ,r l IF— _j 1 lIlj WINDOWS & DOORS SECTION A—A C 5" HORIZ. TO 4" VERT. MULLBAR SECTION 8 FLANGE FRAME WINDOW LUCAS A TURNER, FL P.E. 58201 9-:01 -BAR (H-1760) PARATE APPROVAL FOR PRIATE DP CHARTS) =DGE DIST. 00i�o RE �V ,e 0: .'_ I,, WINDOWS & DOORS No 56201 1900 SW 44TH AVE. OCALA, FLORIDA 34474 -g oTITLE: SECTION VIEWS - HORIZ. TO VERT. 4" M/BAR ASSEMBLY ,,i STATE OF p y!°�➢ g P ,. sSERIES: +�¢ , RAWN BY: PVC MULL BAR ADE ATE: 09/27/2012 �� .+� �,.`;�;7 R t.,�,�`� It. MODEL: 4" ALUM. MULL GALE. NTS .- WG No CWS -837 EV. LETTER: - HEET: 8OF10 ;4ro,ON ' 1/8" MIN. EDGE DIST. [B] . .° .° CONCRETE/ MASONRY BY OTHERS °ee'•o '� fl EXTERIOR FINISH BY OTHERS PERIMETER • SEALANT BY • :•W$CALLEFt••• 0• 0666•• ':T*BVWOOD13UCR 6BY OTHERS • oemo• •• 666IVQ"1.l 6• 6.BAR C:jP •. • (SEF„ NOTI'J) • • •6060• •••66• •• • 6 •66 • •6.61• •666 0666 4" VERTICAL MULL BAR MULL BAR CLIP PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS • • • SEALANT BETWEEN FRAME AND OPENING BY OTHERS 1 1/4" MIN. EMBEDMENT [B] ° e e e p ;D • e s �o 1 1/4„ MIN. EMBEDMENT D . ° D • DD a [B] e pe° 0 II 1) L r JLJI D Do 0 6 L_1,I� BY INSTALLER INSTALLATION ANCHOR, 3/16" DIA. OR 1/4" DIA. MASONRY SCREW [B] 1 BY WOOD BUCK BY OTHERS (A) 4" VERTICAL • • MULL BAR ��• INSTALLATION ANCHOR, 3/16" DIA. OR 1/4" DIA. MASONRY SCREW 6066.. [B] D VERTICAL MULL HEAD SECTION 9 MULL CLIP (MASONRY) 4 a Qa4 44 a 4 .4.4 4a ' 4 a' 4 4 a ' 1 1/8" MIN. a 4 4a'a INSTALLATION ANCHOR, #10 OR #12 WOOD SCREW [C] 1 BY WOOD BUCK BY OTHERS [A] _ MULL BAR CLIP — — — — (SEE NOTE 2) EDGE DIST. [B] a ' ` 4 ° 4 . SEALANT BETWEEN FRAME AND OPENING BY OTHERS EXTERIOR FINISH CONCRETE/MASONRY BY OTHERS BY OTHERS HORIZ. MULL JAMB SECTION n 9 MULL CLIP (MASONRY) I I SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL BAR MULL BAR CLIP 4" HORIZ. MULL BAR PERIMETER SEALANT BY INSTALLER �r ; Jr�l f , • e • e ' es •° e D . D . ° D •e D • e eD D • • D • ° D D• `°D e e e e , , Dep ; D • •e D • ° D D , e' e D • D • D � •e D ••pe D • e `e e � `e � � p . A � • ep , •e , p , � G CONCRETE/ MASONRY BY OTHERS •e ,e ,e e ,eD D p p D E VERTICAL MULL SILL SECTION 9 MULL CLIP (MASONRY) SHIM AS REQ'D TO MAKE LEVEL FOR MULL BAR 1 1/4" MIN. EMBEDMENT [B] 1 1/6„ MIN. EDGE DIST. [B] INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EITHER SIDE OF MULL BAR. �] rr t — 9 r� O� -ren %11MAI 0 PERIMETER SEALANT o p D Do 0 BY INSTALLER D ' DDD DD D INSTALLATION ANCHOR, p D 3/16" DIA. OR 1/4" DIA. MASONRY SCREW D> o Do 0 [B] EXTERIOR FINISH ya•p....; t p I``r BY OTHERS e �� ' p ° oD }} IF l i I ,, STOOL BY OTHERS v D ° >D 9`° D DD D (SSILLEE NOTE I >D CONCRETE/MASONRY D Io D D° D BY OTHERS p D D e D> o II I D° D D • e • e ' es •° e D . D . ° D •e D • e eD D • • D • ° D D• `°D e e e e , , Dep ; D • •e D • ° D D , e' e D • D • D � •e D ••pe D • e `e e � `e � � p . A � • ep , •e , p , � G CONCRETE/ MASONRY BY OTHERS •e ,e ,e e ,eD D p p D E VERTICAL MULL SILL SECTION 9 MULL CLIP (MASONRY) SHIM AS REQ'D TO MAKE LEVEL FOR MULL BAR 1 1/4" MIN. EMBEDMENT [B] 1 1/6„ MIN. EDGE DIST. [B] INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EITHER SIDE OF MULL BAR. �] rr t — 9 r� O� -ren %11MAI 0 2 5/16" MIN. EDGE DIST. [B] EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN FRAME AND OPENING'; BY OTHERS 2 BY WOOD BUCK BY OTHERS [A] 7/8" MIN. EDGE DIST. [C] G HORIZ. MULL JAMB SECTION 9 MULL CLIP (WOOD) JAMB SHOWN, HEAD SIMILIAR 4" VERTICAL MULL BAR INSTALLATION ANCHOR, 3/16" DIA. OR 1/4" DIA. MASONRY SCREW [B] --7 1 1/4" MIN. EMBEDMENT [B] H ALTERNATE PRECAST SILL DETAIL 9 MULL CLIP (MASONRY) MULL CLIP 1767-002 ANCHOR REQUIREMENT Z PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 REFERENCE NOTES: A SEE NOTE 10, SHT 1 B SEE NOTE 1, SHT2 C SEE NOTE 2, SHT 2 NOTE: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION 2. RECESS RETRO FIT CLIP 1/4" FOR ANCHOR CLEARANCE WHEN INSTALLING WINDOW UNITS ow*11 to 11 fir1f# 1, WOO WOO `WINDOWS &DOORS • No 58201 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ,ITLE: MULL CLIP/MASONRY INSTALLATION -4" MULL BAR STATE y� IJ 4 M,4 SERIES: RAWN BY: ATE: ® PVC MULL BAR ADE 09/27/2011, a�+0 R .*N�~�MODEL: 4" ALUM. MULL CALE. NTS WG. NO.: CWS -8371 NAL EV. LETTER: HEET: 9 OF 10; v�o o p D Do 0 D ' DDD DD D D� p p D D> o Do 0 2 5/16" MIN. EDGE DIST. [B] EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN FRAME AND OPENING'; BY OTHERS 2 BY WOOD BUCK BY OTHERS [A] 7/8" MIN. EDGE DIST. [C] G HORIZ. MULL JAMB SECTION 9 MULL CLIP (WOOD) JAMB SHOWN, HEAD SIMILIAR 4" VERTICAL MULL BAR INSTALLATION ANCHOR, 3/16" DIA. OR 1/4" DIA. MASONRY SCREW [B] --7 1 1/4" MIN. EMBEDMENT [B] H ALTERNATE PRECAST SILL DETAIL 9 MULL CLIP (MASONRY) MULL CLIP 1767-002 ANCHOR REQUIREMENT Z PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 REFERENCE NOTES: A SEE NOTE 10, SHT 1 B SEE NOTE 1, SHT2 C SEE NOTE 2, SHT 2 NOTE: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION 2. RECESS RETRO FIT CLIP 1/4" FOR ANCHOR CLEARANCE WHEN INSTALLING WINDOW UNITS ow*11 to 11 fir1f# 1, WOO WOO `WINDOWS &DOORS • No 58201 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ,ITLE: MULL CLIP/MASONRY INSTALLATION -4" MULL BAR STATE y� IJ 4 M,4 SERIES: RAWN BY: ATE: ® PVC MULL BAR ADE 09/27/2011, a�+0 R .*N�~�MODEL: 4" ALUM. MULL CALE. NTS WG. NO.: CWS -8371 NAL EV. LETTER: HEET: 9 OF 10; PERIMETER SEALANTS °°° °° ° BY INSTALLER 7/8" MIN. EDGE DIST. L= [C] SHEATHING �1: 4 SEALANT BEHIND BY OTHERS JL IL s - ==;JL J) FIN BY OTHERS _ — — • • 2 BY WOOD BUCK iL • 40 •jo BY OTHERS o, [A] �• WINDOW WRAP ° °°o° 40:40••• (SEE IJOTE 2)6• • BY OTHERS 0 -op... s••f• • 4040 4040•••• ° °° ° ° ° 4040 s 4040•• • • 0. 40.40••• • • EXTERIOR FINISH ° °° ° HEAD SECTION 1 3/8" MIN. EMBEDMENT [C] 1 3J8" BY OTHERS °° _ • {MIN. EMBEDMENT) ° , o° • • • •6• w ••• 4040•• • • A • s •••• PERIMETER SEALANTS °°° °° ° BY INSTALLER L= r �1: 4 lo JL IL s - ==;JL J) 40:06 _ — — • • ..4040 4040 iL • 40 •jo .4040••• �• MWLL BAR CEIi�: 40:40••• (SEE IJOTE 2)6• • s••f• • 4040 4040•••• •••s• 4040 s 4040•• • • . 4040 40.40• 40.40••• • • 4040• ••I VERTICAL MULL HEAD SECTION ..4040.. .• 4040: .� KhT _ • • 4040• • 4040 • • • •6• w ••• 4040•• • • • s •••• 4" VERTICAL MULL BAR WINDOW WRAP BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY OTHERS EXTERIOR FINISH BY OTHERS �lr ir I� JI II SHEATHING BY OTHERS 7/8" MIN. EDGE DIST. [C] INSTALLATION ANCHOR, #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER [C] INSTALLATION ANCHOR, I #10 OR #12 WOOD SCREW — WITH INTEGRATED WASHER 2 BY WOOD BUCK--,,.— — — — — — [C] BY OTHERS [A] 4" VERTICAL MULL BAR 7/8" MIN EDGE DIST [D] J, SHEATHING BY OTHERS — — — — — r bit= EXTERIOR FINISH ��oo bo o °� ° o °� ° 4 3 BY OTHERS o°°$'°bo°o° �oo -- ---- SEALANT BEHIND FIN BY OTHERS 4" HORIZ. PERIMETER SEALANT MULL BAR WINDOW WRAP BY INSTALLER BY OTHERS MULL BAR CLIP K HORIZ. MULL JAMB SECTION (SEE NOTE 2) 10 L ANGLE CLIP/FIN FRAME (WOOD) INSTALLATION ANCHOR, #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER [C] NOTE: 1. RECESS RETRO MULLION CLIP 1/4" FOR CLEARANCE OF 2 BY WOOD BUCK WINDOW UNIT WHEN INSTALLED. BY OTHERS [A] 2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION. 13/8" MIN. J VERTICAL MULL SILL SECTION 10 RETRO CLIP/FIN FRAME (WOOD) ENT [C] PROPRIETARYAND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. MULL BAR CLIP (SEE NOTE 2) LUCAS A. TURNER, FL P.E. 58201 REFERENCE NOTES: A SEE NOTE 10, SHT 1 B SEE NOTE 1, SHT 2 C SEE NOTE 2, SHT 2