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WS-06-1410Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -18400 Permit Number: WS -5 -06 -1410 Scheduled Inspection Date: February 21, 2013 Inspector: Bruhn, Norman Owner: BORJA PEREZ, TERESA VEREZ CCTCMCAAI AMfl Job Address: 1290 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)758 -2615 Parcel Number 1132060143850 Building Department Comments IMPACT WINDOWS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 20, 2013 For Inspections please call: (305)762 -4949 Page 10 of 23 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 JOB ADDRESS: 17f1 D f44 l to City: Folio/Parcel #: Miami Shores RY: 20 Permit No. V�✓ S No -1410 Master Permit No. ROOFING It-u('- 0 Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): Address: 1 Vro Je '1 % sr City: f/l L rrY` t s'i -i0gee2 County: Miami Dade Zip: NO 1� Zone: Phone #: State: Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: / Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: DESIGNER: Architect/Engineer: Phone #: Email Address: Value of Work for this Permit: $ 2.1! D 17 0 oa Square/Linear Footage of Work: Type of Work: ❑Addition a� AAte�,�. ❑Alteration UNe . .Repair/Replace ODemolitio Description of Work: iIvil� Yv lW Pov d � �e 0-7d /6 e."7, g Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 7 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this / / The foregoing instrument was acknowledged before me this day of m , 3, by IG- Yes ©+- 6' Y-e2 f& iz'rtfG"J day of , 20 , by who is ersonally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign : - Sign: Print: �i�!' —_ �. Print: CASANDRA HARRISON My Commission Expires: My Commission Expires: �` . Notary public, State of Florida Commission # 2E198163 My comm, expires May 14, 2016 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 5 /2 /2012XRevised 3/12/2012) )(Revised 06110 /2009)(Revised 3 /15 /09XRevised 7/10/2007) NAME: ADDRESS: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT DATE: gfi Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though 1 do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring 'a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two - family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial /rvto 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. ,� �? Initial / 1 / 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto : /lwww.mvforidalicense.com/dbpr /pro /cilb /index.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: e Initial ' flJ 2 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial -1 Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 19\- day of 12 , 201 By WO UOVE Produced there License or who was personally known to me or who has as identification. OWNER as .; FLLO .` No a •• b r)(State of Florida .3, • (: My Comm. Expires Sep 23, 2015 Commission # EE 128810 441 '°4 Bonded Through National Notary Assn. Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR 1 ARCHITECT Permit N. 5 - OCP - 410 Owners Name (Fee Simple Title Holder): Phone #: S. 7 •2 I Owners Address: 1710 ie rif, �T City: , ( L ci State : _ Zip Code: 3 138 ifl tad Job Address (Of where work is being done): 12/0 N 1(p M (,QAt( S j4o j City: )6 Miami Shores State:,kFlorida Zip Code: a3IZA Contractors Company Name: NAAMAIgVil— Phone #: Address: City: State: Zip Code: Qualifier's Name : Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: WI N'Ood � I hereby certify that the work has been abandoned andlor the contractor /architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. The foregoing instru ent was aknow this 1C1 day of °a`i ,201 bby ois,o al Notary Sign: Seal: 14t I ged before e own to, me or w has produced eI tification. 1tI'i 0 i art 1r .-\,`r Notary Public - State of Florida 'ham : My Comm. Expires Sep 23. 2015 °a Commission # EE 128810 ocs- Bonded Through National Notary Assn. Signature Contractor or Architect The foregoing instrument was aknowledged before me this day of , 20 by who is personally known to me or who has produced as indentification. Notary Public: Sign: Seal: • Corrlplete Items 1, 2, and 3. Also complete item 4 if Restricted Delivery Is desired. • Rsint your name and address orr the reverse . so that we can retum the card to you. • Attach this card to the back of the mallplece, or on the front if space permits. 1. Article Addressed to: (JN reo co/NM -ri e: ni 6s/e_. iple/- o/4 -3 32i COMPLETE THIS SECTION ON DELIVERY' it =nature `BR�r� ived by ( r1Med Name s v C. Diet D. Is delivery address different fro • 1? ( . es es If YES, enter delivery address h_ s 6- aZEv�f -' rvice Type !titled Mall ❑ Express Main Registered ❑ Retum Receipt for Merchandise Insured Mall ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number - (Transfer from service lane° 7006 3450 0000 2895 4502 PS Form 3811, February 2004 Domestic Retum Receipt 102595-02-M-1540 First -Class Mail Postage & Fees Pald' USPS Permit No. G-10 • Sender. Please print your name, address, and ZIP +4 in this box • '- 1Z WS ,4 1 -331gb 111Ilr11111JJ1 H1J1l1' IJ111111ti1I111181 III �tJ�1}J'J�J11i�IJJJl1111 Freddy Antonio Soto, This is our fmal attempt to contact you. IMIZMEW La JUL f 1 2007 1 • BY: LCD-^ You gave us a timeline for this job of 12 weeks from start to finish 16 months ago, and after too many unanswered calls, unreturned messages and disappearing acts on your part, the job is still unfinished. The permit has expired, there are parts missing, wrong windows, scratches on frames and glass panels, no screens in any of the sliding doors, unfinished entrance door etc., etc. Following the advice of our lawyer and the City of Miami Shores we are writing you & Freddy Pereira to let you know you have three days from the day you receive this letter to contact us and resolve this situation. If you do not contact us by that time, our lawyer will be contacting you, we will submit a formal complaint with the city, which is already aware of the situation and will, as you should know, ultimately impact your contractor license, and we will take any further action necessary. Borja Perez (305)609 -7598 FREDY'S WINDOWS AND DOOR'S,Inc. 4784 SW 75 Ave Miami,Florida.33155 Ph :(305) 207 -9737 Fax :(305) 207 -9775 E -mail: fredywindows @bellsouth.net June 21/2007 Sr: Borja Perez En dias recientes hable con usted por telefono y le dije como en muchas tantas ocaciones que nosotros estabamos en la mejor dispocision de terminar nuestro contrato, el cual aun nos debe dos balances de los mismos, al finalizar el ano pagado hable con usted por telefono para ponernos de acuerdo para terminar los detalles del mismo y usted primero me dijo que saldria de viaje y que al volver lo haria su esposa ,por lo que no estaba seguro cuando podria ser que me llamaria para decirme, esta decision suya y sumandole el contenido de trabajo la compania tiene, ayudo a la demora que ha habido la cual no ha sido intencional. El problema de los permisos vencidos tiene solucion yo necesito que me entregue lo antes possible o me envie por correo toda la documentacion de los permisos que yo le entregue para it a la ciudad pagar los pertinentes fees y actualizar la documentacion de los mismos. Recuerde que todo el producto que usted compro esta intalado y sin embargo aun no estan pagado exectuando algunos detalles que faltan , este balance acciende a la cantidad de $6'500.98 que corresponden al primer contrato que son $4'484.92 y al Segundo contrato de $2'016.26 ,pienso que estos pequenos problemas no hagan un caso legal ya que es algo que no es conveniente para ninguna de las partes. Vuelvo y le repito que estamos en la mejor intencion de terminar su contrato para que usted quede tranquilo y nosotros colectar nuestro balance, le pido que fije una fecha y me la envie por escrito junto a la documentacion de los permisos , en la cual podamos enviarle a alguien a tiempo completo de ocho horas a solucionar los detalles, si usted me envia esto lo antes possible yo con gusto tomare una accion inmediata Atentamente. Bill To: FREDY'S WINDOWS AND DOOR'S, 8825 sw 40 street MIAMI,FLORIDA.33165 PH: (305) 401 -2426 FAX(305) 386 -1062 Ship To: t6 t, te Number: E132 Date: January 27, 2006 Sr.PEREZ BORJA 1290 NE 96 STREET MIAMI SHORES, FL 33138 FAX:(305) 758 -2615 PO Number Terms Customer # Ship Via Project 50- 30-20% 1290 2do floor windows Item # Description Quantity Price Each Tax Amount 1 2 [ 3 % = 4 ry : ;,'. '' 5 note :AII windows casement week. approve: (35x17) casement project (24x39) casement (24x40)casement picture window (531/8x505/8)#34 casement (531 /8x281 /4)casement picture windows LABOR & DEIJVERY white frame,full view,frosted . date: 14)-7,,c, { glass,impact 1.00 ew;, 1.00 1.00 _ 1.00 1.00 reslsten glass,dade /� 0 564.56 720.80 610.34 1,133.50 477.82 280.00 county approve.Deiivery d V d d V and intallation 564.56 720.80 610.34 1,133.50 477.82 280.00 6-10 name and 50% deposit $2'076.26 '1,. C It:1Z;P- signature CHK#: i W7 i ems` '` Sub -Total State Tax 7.00% on 3,507.02 Total $3,787.02 245.50 $4,032.52 * Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: e--017‘fi Ii/41;19 MIAMI 2. Article Number (Transfer from service label) PS Form 3811, February 2004 COMPLETE THIS SECTION ON DELIVERY X ❑ Agent 0 Addressee D. Is delivery address dfffe from Item 1? If YES, enter delivery a�idr� °,� , II7 5 fL) fri i 11- Pt ,3 f.,C ce Type = rdited Mail 0 Express Mall Registered 0 Retum Receipt for Merchandise Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 0 yes 7006 3450 0000 2895 4496 Domestic Return Receipt 102595- 02-M-1540 UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 Sender. Please print your name, address, and ZIP +4 in this box • 11 ;4/ 1( Mtn pi- in 1itliittrtil Ailitlililli!ltllil AI !hi la JUL 11 2001 Freddy Pereira, I am contacting you to inform you of a situation you might not even be aware of. We hired Fredy Widows to do a window replacement in our home in Miami Shores, for which you took out the permit (#WS -5 -06- 1410). We were given a timeline of 12 weeks from start to finish over 16 months ago, and after too many unanswered calls, unretumed messages and disappearing acts on their part, the job is still unfinished. The permit has expired, there are parts missing, wrong windows, scratches on frames and glass panels, no screens in any of the sliding doors, unfinished entrance door etc., etc. Following the advice of our lawyer and the City of Miami Shores we are writing you & Fredy Antonio Soto, to let you know you have three days from the day you receive this letter to contact us and resolve this situation. If you do not contact us by that time, our lawyer will be contacting you, we will submit a formal complaint with the city, which is already aware of the situation and will, as you should know, ultimately impact your contractor license, and we will take any further action necessary. Borja Perez (305)609 -7598 FREDY'S WINDOWS AND DOOR'S, 5 ailaligag 8825 sw 40 street MIAMI,FLORIDA.33165 Number: 1027 PH:(305) 401 -2426 FAX(305) 386 -1062 Sill To: r Sr: Perez & Teresa 1290 NE 96 STREET MIAMI SHORES,FLORIDA.33138 CEL(305) 803 -5993 FAX(305) 758 -2615 Date: June 21, 2006 Ship To: PO Number Terms Customer # Ship Via Project 96 50- 30-20% 1290 $0.00 REMODELING Item # Description Quantity Price Each Tax Amount note: All store front requeride,30% upon 50% deposit: $14'946.75 30 %balance : $10'462.72 20%balance due: $ 4'484.02 by owner: ,door ,windows Impact resisten arrive of mechandise,20% chk#: 1476 chk#: 1675 chk: . glass,dade after impectlon.Delivery date:01 date:03 date: county approve,full and intallation -24-06 /21106 view,clear glass,frame 8-12 week. (white,gray).50% deposit BORJA AND TEREZA PEREZ Sub -Total State Tax 7.00% on 27,050.00 Total $28,000.00 1,893.50 $29,893.50 Amount Paid: 25,409.51 0 - 30 days 31 - 60 days 61 - 90 days > 90 days Total $0.00 $0.00 $0.00 $0.00 $0.00 Bill To: FREDY'S WINDOWS AND DOOR'S, 8825 sw 40 street MIAMI,FLORIDA.33165 PH: (305) 401 -2426 FAX(305) 386 -1062 Sr: Perez & Teresa 1290 NE 96 STREET MIAMI SHORES,FLORIDA33138 CEL(305) 803 -5993 FAX(305) 758 -2615 Ship To: Page: 1 i Number: 1027 Date: June 21, 2006 0 - 30 days Terms Customer # Ship Via Project PO Number 96 50- 30-20% 1290 REMODELING Tax Amount Rem # Description Quantity Price Each 0 Back side house 1 (345x85) fix glass whit door 1.00 8,885.84 1/ 8,885.84 2 (72x80) slinding door 1.00 1,710.89 V 1,710.89 3 (74x26) window room 1.00 901.65 i/ 901.65 4 (191 /8x26)window bathroom 1.00 245.33 d 245.33 5 LABOR & DELIVERY 950.00 950.00 0 front side house 1 (221/4x196) store front/escalera 1.00 1,216.66 V 1,216.66 2 (71 x97)door whit side light 1.00 2,436.87 d 2,436.87 3 (676x97) all front whit door 1.00 9,932.76 d 9,932.76 4 (31x95) interior division 1.00 420.00 0 420.00 5 permit and impection 850.00 V 850.00 6 aluminum cover for finish 450.00 d 450.00 0 - 30 days 31 - 60 days 61 - 90 days > 90 days Total $0.00 $0.00 $0.00 $0.00 $0.00 Bill To: FREDY'S WINDOWS AND DOOR'S, 8825 SW 40 Street ��G�� iatee MIAMI,FLORIDA.33165 Number: 1103 PH: (305) 207 -9737 FAX (305) 207 -9775 Sr.PEREZ BORJA 1290 NE 96 STREET MIAMI SHORES, FL 33138 FAX:(305) 758 -2615 Date: June 20, 2006 Ship To: PO Number Terms Customer # Ship Via Project $0.00 50- 30-20% 1290 $6,048.78 2do floor windows Item # Description Quantity Price Each Tax Amount 1 (35x17) casement project 1.00 564.56 d 564.56 2 (24x39) casement 1.00 720.80 V 720.80 3 (24x40)casement picture window 1.00 610.34 N 610.34 4 (531 /8x505 /8) #34 casement 1.00 1,133.50 d 1,133.50 5 (531 /8x281 /4)casement picture 1.00 477.82 V 477.82 windows LABOR & DELIVERY 280.00 280.00 note :All windows casement week. white frame,full vlew,frosted glass,impact resisters giass,dade county approve.Delivery and intallation 8-10 approve: . date: fell/22/06 name and signature 50% deposit $2'016.26 CHK#: 1653 PAID 30% deposit $1'411.38 20% final $604.88 final payment after impecction $2'016.26 Sub -Total $3,787.02 State Tax 7.00% on 3,507.02 245.50 Total $4,032.52 0 - 30 days 31 - 60 days 61 - 90 days > 90 days Total $4,032.52 $0.00 $0.00 $2,016.26 $6,048.78 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -5 -06 -1410 Invoice Number: WS -6 -06 -25072 Applicant: TERESA VEREZ ESTENSON AND BORJA PEREZ Company Name: Owner Address: 1290 NE 96 ST MIAMI SHORES, FL 33138 Job Address: 1290 96 Street NE Miami Shores Village, FL 33138- Date Payment Type Check Number Amount Friday, July 14, 2006 07/14/2006 Check 1593 $312.70 Change $0.00 Total Payment: $312.70 Page 1 of 1 Issue Date: 6/5/2006 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 11 /21/2006 Owner's Name: TERESA VEREZ ESTENSON AND BORJA PEREZ Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 1290 96 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone UNITED CONSTRUCTION ENGINEE (954)588 -9723 Primary Contractor Yes Comments: IMPACT WINDOWS Additional Information Type of Work: IMPACT WINDOWS No of Openings: 16 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -5 -06 -1410 Phone: (305)758 -2615 1132060143850 Lot: PB: Total Square Feet: 0 Total Valuation: $ 24,000.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $14.40 $4.80 $260.00 $27.00 $6.50 $312.70 Building Department File Copy Appli «: nt Signature Invoice Number WS -6-06 -25072 Total: Amt Due $312.70 CI�iS�t"� JUL 14 PAIR Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 1••■■■■■•■■1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. //15M - /410 TAX FOLIO No. jj 324 al 4.3go STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street address: TY3L .S1' 6 10-n Lai of 2. 5()°5-'s 42 Kul* 1111111101111111111111111111 11111 :FN 2006R07!57674 OR Bk 24718 Ps 3159; (1Ps ) RECORDED 07/14/2006 102730 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA LAST PAGE 2. Description of improvement .190 kLI 3. Owner (s) name and address: \l6M, 'opJk i-17 Interest in property: Name and address of fee simple titleholder 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond: $ 6. Lender's name and address: 'A, COUNTY OF DADE HEREBY CERTIFY thet this is a true c9y of the riginal filed i this office on N/TNESS tARVEY RUVIN, CL 417 'gar 7. Persons within the State of Florida designated by Owner upon whom notices or other documen yima be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name and address: 81n addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13(1) (b) 7., Florida Statutes: Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name -reiv,4 sworn to and e this /3 Notary Public it ... Nitta Trrienez Print Notary's Name t'.* ilk co 7: CI:autiss71 f D:-.2162910 .1.m T ....r. --:...--,,-, - .--. 117 V '' I 1009 My Commission Expire314.44-4,; zpi. L . , , 5, , , tttttttt Pre "et/ .5)7IT Address: 1.13L44.275- ',CV tic) %:(‘ 44.4 Voc Form 104 Miami Shores Village N/6695e Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 3313E °' Tel: (305) 795.2204 Fax: (305) 756.8972 si)vn al ©Mg zit BUILDING PERMIT APPLICATI FBC 2004 Permit Type (circle) Building El ctrical -- Permit No. lMi ° t4 ! D Master Permit No. tr. Z . -- Plumbing / Mechanical Roofing Owner's Name (Fee Simple Titleho ' er) L e-2- Phone # 3'05 75p —, c, /s.- Owner's Address /,, %g��,c3 0 A/c ewo 5 City J- /( 1 5 itec State Fes , Zip 3323)- 3 2 3) Tenant/Lessee Name Phone # Job Address (where the work is being done) / vQg 0 A)C ) City Miami Shores Village County . Miami -Dade FOLIO /PARCEL# % f .3a9-e6— lq — 3(5?_s?' Is Building Historically Designated YES NO Contractor's Company Name Zip F, t-oo 16E1;0 Phone # 6)5 5N1 97,23 Contractor's Address 13/ e mPC City art% 4 State _Pc./ Zip S33,...1- Qualifier Name (Jf)`%-(_ .0 alts, 7 xU �77(�.(J 111 P //f Phone # (5 5,4J 7.3"3 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 0-111 / ©00 •0 0 Square / Linear Footage Of Work: Type of Work: ['Addition DAlteration ['New N(Repair/Repl e jLDemolition Describe Work: % iwoldS a 41)—~ - /41 �►! *** * * *** * ** * * * * * * * *** *** * * * * * * ** * * ** Fees * * * * * * * * * * * * * ** * * * * * ** * * ** * * * *** * *** * * * **** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ 4 -80 Technology Fee $"s • '° •) �. Scanning g-- • ® °' Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 12;7 0 CCF $ B 4 . 40. CO /CC See Rev si fie/ JUL 14 PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning Page 2 PERMIT APPLICATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB STYE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. ST IL OF FILORID OUNTY OF MIAMI -DADE Signs i of Owner r ' N/1 Print Nafne Sworn to and subscribed before me this I �- day of i" ` , - State of Flame ald G. Campbell ;.i: -.'POe ; Commission #DD217353 *= Expires: Jul 04, 2007 ...Rs:. Bonded Thru ?oOF iv °,•` ', , w Atlantic Bonding Co., Inc• Print Name S orn . s 1,nd subscribed before me this oei day of Sign tore of No SEAL: isty Nit ISABEL M PEREZ es MY COMMISSION # DD411168 - 4.0ft'� EXPIRES: Mar. 24,2009 (40398-0153 Florida Notary Sereice.com • - ■■•••■ Personally known OR, Produced Identification Personally known OR, Produced Identification Type of Identification Produced: r'(-)» cto Le"; Type of Identification Produced: r PERMIT APPLICATION Master Permit No. 104 E ' (410. Subsidiary Permit No. INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. ,Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address:' l2- '7o /-t: q7 ter' p Address f Apt. Folio Number / / ° 0t4 ''50C:':/e9 Lot 4 Block e° eik Subdivision�� 1 B°`' PG° Zoning' Linear Feet 'r Current Use of Property ' 04C---e Square Feet Units* / Floors 2 Proposed Use of Property' ` - *(v Value of Work Bldg Value Tenant Information se OVVir•-tri Tax Assessed/Appraised Value Flood Zone Base Floor Elev. M lkft4 6140r-- /r7 City State Zip Description of Work PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor License No. Renewal Telephone Revision i/ Extension Supplement " Reinspection Telephone Relocation of Structure Fax ARCHITECT New Construction. License No. Name Telephone Alteration Exterior License No. Repair Address " ° Telephone Relocation of Structure Fax Foundation Only PROPERTY OWNER Name r, Address 1240 0-140 A414-114( /5 c-• 3-31 Home Telephone ,r (649b) 7 /l Business Telephone $ / ) ? 0 q a c32) --1 —Z6, l'' TYPE OF MANAGEMENT (✓ ) New Construction. License No. Enclosure Telephone Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name 7 AZ) °P. �4 / License No. C t5 e 150 '777 Address /3/3 Q 6440).Z' e /e CI 0.)E-5-70i0 Ft o 5552_4' Telephon6v5.4, 588'74.3 Fax Qualifier Name; CCNJ- 7IL tic Tim EA) Gi,V E JUL 1 0 2007 1290 NE 96 St. Miami Shores FL 33138 July Wy2407� PUNCH LIST 1. Front door — Very badly constructed & installed, wrong style, does not close properly and is not finished. Needs to be redone and professionally painted. Front corner trim needs to be re- installed. (Picts. 1,2,3,4,5) 2. Front sliding glass door — Large scratch in glass panel. Needs to be replaced. Missing threshold. Needs to be installed. Bent- damaged angles need to be replaced. Does not close properly. Needs to be aligned. Missing mosquito screens. (Picts. 6,7,8,9,10,11) 3. Dinning room corner — 4. Bar — Badly crafted and damaged metal trim comer. Needs to be redone. Badly applied stucco. Needs to be re- finished. Outside corner needs to be painted. (Picts. 12,13,14) Open hole in wall, unfinished trim and missing pieces. Needs to be finished. (Picts. 15,16,17) 5. Back sliding glass doors -- Wrong size (too small) and wrong brand. `Filled -in' end is not acceptable and will not pass inspection. Window needs to be replaced by one of the appropriate size, brand and style to match the fixed panels next to it and installed correctly without any `fill -ins'. Wrong handles, different than all the others. Need to be replaced. Badly applied and crumbling stucco outside. Needs to be re- finished. Hanging cables have not been arranged as discussed. Missing trim. Missing mosquito screens. (Picts. 18,19,20,21,22,23,24) 6. Office sliding glass doors — Outside handle hits and damages frame. Needs to be replaced. Filled in outside corners & step very badly finished and already showing rust. Needs to be re- finished. Missing mosquito screens. (Picts. 25,26,27,28,29) 7. Guest bedroom window - Banged up corners. Needs to be repaired or replaced. Bad caulking job. Walls were scratched at installation and need to be painted. (Picts. 30,31,32) 8. Master bath window — Wrong layout (dill. than discussed). Installed at an angle and is missing screws. Needs to be fixed. (Picts. 33,34,35) 9. Scratches in trim & frames all around. All need to be fixed. ic0 I Z-7,T1147;91117INIEM(7=1, zfr •. •• • • • •. •• • • • • • .. • .. • . • • • ••• • • . • . ... • . • . • • DESING WIND PRESSURE CALCUI. ATIONS I\sc - (410 17; gvta e ,r� 2 5 2006 jg • F 7}i CE COPY CUSTOMER COMPANY NAME: • ••• • ••• • •• • • .. • • .. • • • •• • • • • • . • • • • • • • • .. ••• • • • •• • • • •• ••• •• • • • • • • • . • • • • • • ••• •• FREDY'S WINDOWS & DOORS, INC; 8825 S.W. 40 STREET MIAMI, FLORIDA PHONE: (305) 401 -2426 PROJECT: Windows and Doors Installation at: 1290 N.E. 96 STREET MIAMI SHORES, FLORIDA Miami Shores Village APPROVED :;Y ,IATE BLDG DEPT fr. SUBJECT TO COMPLIANC,' ITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS JORGE LLAMA, P.E. # 60156 ABRADRIAN ENGINEERING, LC. 10010 S.W. 23 Tr. MIAMI, FLORIDA 33165 TEL: (305) 992 -3048 5/9/2006 • • ••• • • • ••• DESING MIND PRESSURE CALCULATIONS - ASCE T.�OZ : • • •': • • • • ••• • . • • • • • • • • • Client FREDYS WINDOWS & DOORS, INC.. 8825 S.W. 40 STREET. MIAMI, FLORIDA 4' e. • Job: 1290 N.E. 96 STREET. MIAMI SHORES, FLORIDA • ••• • ••• • •• • • • • • • • • • • • Design Pressures have been determined in accordance with ASCE 7-02 based on the:fo ld/ ag'criteria: "• • • • • : • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••••••• •••• • ••• • ••• • •• • • • • • • • • • • • •• • • •• • • • •• Mk Description Width (inches) Height (inches) Trib.Area (Sq.Ft.) Zdht ' *OW. GCp Min • Delign (psf) Wind Press. SD1a SLIDING GLASS DOOR (cluster A & B, anchor spzckig #2) 188 47 pan. 96 31.33 5 • • OXXO • : : 0.91 .9. :I ' • • .4" • 53.76 -69.14 SD2 SLIDING GLASS DOOR ( c l u s t e r A, anc r spacing #2) 72 36 pan. 80 20.00 4 •' • : O• • • • • P V5: • !1.05••• : • • 55.46 -60.38 SD3 SLIDING GLASS DOOR 8100 240 40 pan. 85 23.61 4 JXXXXC 0.93 -1.03 54.83 -59.75 Page 2 of 2 -14ID p MC Tgr 1 0 10110 MIAMM?ADE BY BUILDING CODE COMPLIANCE OFFICE (RCM) PRODUCT CONTROL DIVISION • •• •• • • • • • • • ••• • • •• • • • • ••• • • • ••••• • • ••• •• •• • • • • • • • • • • • • • • ••• MIAMI DADE COUNTY, FLORIDA r. ■.+• • • •MBTRQ•D4QI FLAG1.ER } lj1LDING iS%FLALLIEILSSIttEt,CURE 1603 • • • • •M1104 Fw u A,P3:30 -1563 • (305i 375 -2901 FAX (305+1 375 -2908 NOTICE OF ACCEPTANCE (NO PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and , ruins governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and opted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AID (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 AHi may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Budding Code. DESCRIPTION: Series C-740 Aunniaum Casement Win dow - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missi a Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date mmy be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECT ION: A copy of this entire NOA shall be provided to the user by the manufactuer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1224.02 consists of this page 1 and evidence pages E-1 and .E-2, as wen as approval document mentioned above. The submitted documentation as reviewed •.• • •• • • 00000 ••• •• • • • • • • • • • • • • • • • • BLDG DEPT SUBJECT TO COMPLIANCE %.ITH ALL F` ti E'AL STATE AND COUNTY RULES AND REGULATIONS NOA No 03-0611.02 Date: May 22, 2008 Date: October 9, 2003 Page 1 MIAMFD BUILDING CODE COMPLIANCE OFFICE (HMO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and re gulate:0 de use of construction radials. The documentation submitted has teen reviewed by Miami-Dark, y Profit Control Division and accepted by the Bored of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having dmisdictirm (ABi). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) an dlor the AHd (irn areas other than lerunni hide County) reserve the right to have this product or material toil for quality assurance purpeses. If this product or material fails to perform in the accepted canner, the manufacturer will incur the apnea of such testing and the Mg may immediately revoke, modify, or suspend the use of such pmduct or material within their jtuisdictton. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Cl Division that this product or material fails to meet the recudrements of the applicable building code. This product is approved as described herein, and has been to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRWflON: Series 710" Ahmdnum Horizonia1 `+ <, 3 s .= Whalow APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window", sheets 1 through 6 01 6, prepared by POT Industdes, dated 2/16198, with revisions 12/29/03 signed sealed by Robert L. Clark, P.E., bearing the asai -. Dade County col Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: L ege and Small Missile hoped LABELING: Each unit shall bear a pannanent label with the maeufactumes name or kg°, city, stye and following statement: "Miami -lame County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the able 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 ce change in the materials, use, and/or manufacture of the product or prows. Meow of this NOA as an endoisement of any product, for sales, advertising or any other purposes shall 'ally terminate this NOA. Fame to comply with any section of this NOA shall be ease for won and removal of NOA. ADVERTISEMENT: The NOA umber preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in My literature. . If any portion of the NOA. is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at die request of the Building Official. This NOA miser NOA # 02.02 and, consists of this page. 1. ancl.evidence page E-i and E-2, as well as approval document R Iww. The submitted docunumtation waxo- 19-10 IMCIEEVEi t'AY 2 5 2096 R B .Yl ••• • • • •• • • • • • • ••• •* •• • • • • • • • • • • • • • • ••• MIAMI-DADE COUNTY, FLORIDA • t •OIViDE PisAGi�l SUII D • • • • • • MIMII4 53130 -1563 (3)3)•375 -12901 FAX (305) 375 -2908 •••• • • -- -t • • • • • • • • • • • • ••• •• APPROVED NOA No 03- 0612.0E Date: May 20, 2007 Date: April 08, 2014 Page 1 ZONING DEPT LDG DEPT SU[ JK;T TO COMPLIANCE WITH ALL FE ER L STATE AND COUNTY RULES AND REGULATIONS WHAMS:MOM BUILDING CODE COMPLIANCE OFFICE (BCCOP PRODUCT CONTROL DIVISION -14IQ gOXIKVO 5 as NOTICE OF ACCEPTANCE (N PGT Industarhs 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miiami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Mani-Dade County Product Control Division (In Miami Dade . County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by 1Vfiand-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building role. 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 "P"W 701" Aluminum Picture Window-LMI APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. • MISSILE IMPACT RATING: Large and Small Mine Impact LABELING: Each unit shall bear a permanent label with the man's name or logo, city, state and following statement "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically umninate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising. literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the mau factuer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists -of this page 1 and evidence pages E-1 and &2, as well as approval document mentioned above. Y • • .•• •• •• • • • • • .• • • • ••• • • • •• ••• .. •. • • •. •• • . • • • • • • ••• • • • • ••• MIAMI DADE cO11NTY, LLORWIA • • O-DA FTGLFR $UiL1 EG IBA• S F,S1A' il63 • • • FLORIDA 33130.1363 (305) 375 -2901 FAX (305) 375 -2908 . • • ... ;;••• • . . • . . . • The submitted dOCUMellt4ion was reviewedby ThwegeBinnan, P.E. APPROVED BY DATE ZONING DEPT BLDG DEPT n[111.11 C1 TO CO,‘/IH IAN( WITH ALL FEaFRAL rAfF ANI) COUN Y HI it F- AN[T RFGI II ATIONS NOA No 03- 1105.01 mtlaan Date: February 19, 2009 rowel Date: February 19,2004 Page l MIAMIDA13i: gcW 41 AY 2 5 2006 �Y BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rule d ons erring the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1"x Std. Wan-Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 00-0912.05 and, consists of thispage `1 as well as val document mentioned above. The submitted documentation was reviewateiligiOd9re , P.E. • • • ••• •••••• • • •• - • • • •s • • • •• • • • • • • • • • • • • • • ••• ••• • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAALERWILDING •' 141Z•ST TaI $a9E 1�'T,:S�JrrE 1603 • • ',�" • • • iy , FLIR.�4 3;130.1563 , • (30�13?5 -Vidal FA4C (301) 375 -2908 •. • • • ,• ••• • • • •• • • • • • •• • • • ••• •• APPROVED DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS NOA No 02-0701.05 tion Date: June 28, 2006 pproval Date: July 10, 2002 Page 1 MIA M IDAt� 010 E7Er 5 2006 �. BUILDING CODE COMPLIANCE OFFICE {BCCO PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Smith Mountain Impact Systems by Parade 11520 SW 120 Street Miami, FL 33176 SCOPE: Tian NOA is being issued under the applicable rules and regulations governing the use of construction 'materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material test 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 ABJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SM1 173" Aluminum Window Wall System APPROVAL DOCUMENT: Drawing No. W03 -54, titled "Series SA41 -175 Alum Window Wall (L.M.L) sheets 1 through ?of 7, dated 8/11/03 with revision on 10/23/03, signed and sealed by Humaayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missle Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami- Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for temaination and removal of NOA.. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0927.10,. and .consists of this page.1,as well as approval document mentioned above. • • ••• • • • ••• •• •• • • • •• •• • ••• • ••••• • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• MIIAMI DADE COUNTY, FLORIDA MET O-DADE FLAB BUILDING • I" •W FIa! ( a SIRE wilt RL 1603 Ft'01tEXA, 13110 -1563 '.'(305).'371 -241' FAX,(3O1) 315 -2908 • • • •• ••• •• • • • • • • • •• • • • • • ••• •• The submitted uHvo) �iDa 7 l SFturea '. APPROVED BY wF, ZONING DEPT NOA No 03- 0925.01 Date: November 21, 2007 proval Date: December 04, 2003 Page 1 Sl1lR,IFCT TO COMP1.IANC _ WITH ALL FEDERAL STATE AND GOON TY RULES AND REGULATIONS 4. MIAM DARE BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT. CONTROL DIVISION NOTICE OF ACCEPTANCE (N PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules trod regulations governing the use of construction Materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (cm areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein., and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SGD-70 Aluminum Sliding Glass Door - Impact APPROVAL DOCUMENT: Drawing No. 4406 -1, titled "Alum Sliding Glass Door- Impact", sheets 1 through 14 of 14, prepared by manufacture, dated 06/18/04 with revisions 10/07/04, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building rode 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 cane for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documen _:� - + rr:+ ;' w , r, BCCO MEVMI• • ... • . • • • • ... • • • MIAMI -DADS •70 FLORIDA METRO -DADE FLAGLER BUILDING v 'r FL4GIEk�rRE1 fswtt 1603 • .. • M gLOROq 33T5U-1563 • • •. M Q1. ' 1"(0395)•375-2908 •• • • • . . • • • •• ••• •• • • • • • • • . • • •• • • • • • ••• •• SUBJECT TO COMPLIANCE WITH ALL FED 'TATF AND COI H 1 v HiiI FS AND PFGUI ATIONS NOA No 04-0622.07 n Date: November 11, 2009 val Date: November 11, 2004 Page l BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N Wiindoor, Inc. 1978 Stephanie Way Orlando, FL 32804 azwrumcir Y , 2 5 20061 • • ••• • • • • • • • • • • • • • ••• •• •• • • • • • • ••- • • •• •• • • • • • • • ••• • • • • ••• •••- MIAMI -DADS COU44;17, FLORIDA. • d.SAUE NAME 111.11t4N4 - ZftTSUP1k kOi • • • FLORIDA 33130 -'1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • • • •- •—•• •••. •• • • • • ••• •• • • •• • • • •• SCOPE: ' WS:Co- t`$' l 0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division On 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 the accepted manner, the manufacturer will incur the product or material fails to perform in expense of such testing and the AEI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hlgh Velocity Hurricane Zone. DESCRIPTION: Series SON AlumQinnm Skiing GIos Door with 5' Wide and 8' High Panels APPROVAL DOCUMENT: Drawing No WINDIOW1, titled "Series 8000 SGD Large Missile 5080 Panels", sheets 1 through 14 of 14, prepared by Prat Technology Coaporation, dated 09/13/04 with revisions "A" 12/29/04, signed and sealed by Eric S. Nelsen, P.E., bearing the Wand-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Mee Impact LABELING: Each unit shall bear a permanent label with the manufactures name or logo, city, state and following statement~ "Miami-Dade County Product Control Appmved ", unless othenvise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall he cause for won and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiation date may be displayed in advertising literature. If any portion of the NOA is displayed, then it rliail be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the useer by the mangy or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA consists of this page 1 and evidence pages E-1, as well as app oval ant mentioned above. The submitted documentation *as reviewed *?1 , BCCO • i•y,.- ;,;;•�c te- y--,, v =ju ,, APPROVED ZONING DEPT BLDG DEPT NOA No 04- 1020.03 on Date: March 17, 2010 Date: March 17, 200S Page 1 SUBJECT TO COMPLIANC TH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS NOTES: LARGE fiAl§SFENIN fi S 1. GLAZING OPTIONS: . .•• • ••• • •• A. 7116" LAMINA11I G SAS C 'f ISEQCF MUTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH . MITERIAYNI, OF.EtIPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 3.7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYEF :OF DUIROD I S 9.41' mfT VOR %FLEX KEEPSAFE MAXIMUM PVB. 1 1116" LAMI I.G. GLA S ) inm OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7116" LAMINATED LASS. ! HCI1 IlirebrillIRSSEO OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WI"H AN . INTERIAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D.1 1/16" LAMI I.G. GLASS COM?RISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED &A88 WHICH IS COMPRISED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT SUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) k NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F, NOT APPLICABLE IN MIAMI -DADE COUNTY. NOA DRAWING-TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED, 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 3. FLANGED UNIT ANCHORAGE: SINGLE IOW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & , MAX. 81/? FROM CORNERS MAX 11" A.C. AMBS: MAX. 8 '112=' FROM CORERS MAX. 11" Q.C. (DESIGN PRESSURE LIMITED TO =' P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL : AT EACH CORNER MAX, 5" 0,C.. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11 Q.C. JAMBS: 48N MAX. 8 1/2" FROM CORNERS MAX. 11' 0.C. (DESIGN P' °: SSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED • 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 ; FTL -3850 1070 TECHNOLOGY ORIVE NOKOMIS, FL 84279 P.O. SOX 1528 NOXOMIS FL 84274 Visibly Setter ardwitarwc NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT 8mfeme824let banking Nu PW-701 NTS 1 a 10 4259-4 Re Robert L Clark, P.E, PE 4138712 Structural • • ••• • • • ••• •• •• • • • ••.•• • • • • . • • • • • ••. • • • • • • • • • • ••• • • ••. • • • • ••• • • • • • • • • •• • • • • • • • . • • • • • ••• • • • • • •. • • • • 3/16" ANNEALED OR HEAT • STRENGTHENED GLASS Rood sy ••. • •. • • • • • .. • • • • • • •• • • • • • ••.• • • .7 /6" MI GLASS NOMINAL • .. . • • • • • • • ••. .• .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OR 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 1 1116" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS __.. OUTSIDE OR 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 3/16" HEAT STRENGTHENED GLASS OUTSIDE 11/16" NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) WSW Ety: Rased 6y F.K. Drawn By. F.K. D.te: 11/1&03 IFovfotora: fiewelun: A NO CHANGE THIS SHEET Derr 7/14/03 Cheaked8r. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Detatagoir GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT 80 6$8181•88 PW-701 NTSI 2 a10 v 4259 -4 //tift 121/7 Robert L Clark, P.E. PE 839712 Structural • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • ••• ••• • ••• • • • • • • •• • • • • • • • • HEXAGON _FULL CIRCLE MAX. SIZE 1 60" BETWEEN FLATS MAX; SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.83 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68" X 68" OR MAX, AREA = 20.71 SQ. 6T. OR MAX. AREA = 25.22 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. EYEBROW MAX. SIZE = 96 °X48" OR MAX. AREA = 31.99 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47° OR MAX. AREA = 31.99 SQ. FT. 441/4" MAX. DLO HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. Rand* Oats: rte: RECTANGLE MAX. SIZE = 48" X 98° OR MAX. AREA = 32.00 SQ. FT. ARCH. MAX. SIZE = 48" X 96° OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. r% ay: wee° By: F.K. fib: 12116/03 77/14/03 Revisions: A NO CHANGE THIS SHEET ar Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1628 NOKOMIS, FL 34274 FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better sa•eANaeek PW-701 NTS sties 3 of 10 Ornery No. 4269 -4 R6w A ///fr itkis Robert L Cleric, P.E. PE #39712 Structural • • ••. • •. •• • • • • • • • • ••• • • • •.. • • • • ..• •. •• • • • • • • • • • • • • • ••• • • •. • • • • • • •• • • • • • • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX SIZE = 60" DIAA, OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 68 "X68" OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SO. FT. HALF CIRCLE MAX. SIZE = 96 "X48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96" X 48° OR MAX.AREA= 31.99SQ.FT. 96" MAX. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. ELLIPTICAL MAX. SIZE = 9611X 47" OR MAX. AREA = 31.99 SQ. FT. 451 /4" MAX. DLO NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. Thlvad Da* BY: RECTANGLE MAX. SIZE =48 "X�" OR MAX. AREA = 32.00 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. FX 92/18103 per. K. 7/14/03 A NO CHANGE THIS SHEET Checked By. midge I 1070 TECHNOLOGY DRIVE NOKOMIS, F1.34275 P.O. BOX 1529 NOKOMIS FL 34274 INTEGRAL FIN ELEVATIONS rs ALUMINUM PICTURE WINDOW, IMPACT PW-701 NTS Sheet 4 a 10 42594 Robert L. Clerk, P.E. PE #39712 St"utl:urel • ••. • • • ••• • • .• •. • COMPARATIVE ANAW: ' A • 1.: : A.1/16'" LAMI( 1Ef CLASS (3116 "A, .090, 3/'I9HS) FTL-383 GLASS TYPE: B. 7/1 ; LAMJNATED.GLASS (3/16"HS, .090, 3/18HS) FTL -38 a Z 'x16;' C/ Ii•L.G.,:3Y1MS, 7/16" SPACE, 7/16" LAM! (3/16A, .090, 3/16 " HS) FTL -385 di 0 C AM1-rG • . 71 " SPACE 7 F 1 3/ " : ' 90 3/ :" F _ 8 . 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WI i 11/4° TAPCONS, DESIGN PRESSURES ARE LIMITED TO + /.5Q P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2. ALL. MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO "' ESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST - B. 7/14/03 1070 TIOLO©YDRIVE NOKOMIS, FL 34275 P.C9.8OX 1525 NOKOANA FL 34274 bly Bette . UMINUM PICTURE WINDOW, IMPACT Berladloobt AMV-701 9cvtsr NTS I 5 of 10 4259 -4 Robert L. Clark, P.E. PE #39712 Structural COMPARATIVE ANALYSIS •2. : A. 7/16" CAM11 NA`f Ed VLASS (3/16 "A, .090, 3 /18HS) GLASS TYPE: B. 7/16" LAIVIIITED.GL ,SS (3116 "HS, .090, 3/16HS) C: 't w.16: LAAI11•I4G.,;3i1 IJS, 7/18" SPACE, 7/16" LAMI (3/16A, #, 3/16" H • D; f �:: `I:h1 lIIito • 71 S 711 R" . PACE 7/1 * "LAM► 3/16 S . 0 3/1 WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 a 1. TAB. 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4° TAPCONS, DESIGN PRESSURES ARE LIMITED TO +/-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS, 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT, UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT • . • • • • • • • ••• • • • • • • • ••• .. • • • • • • ••• MAX. DAYLIGHT OPENING • MAX. WINDOW WIDTH - HORIZONTAL SECTION (FLANGE FRAME) 0 0 lilipil O ALONG ENTIRE JOINT SCREWED INER ASS'Y (FLANGE FRAME) per Rend By: RK oNwnBy. .K. Data: MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) Date: 12115/03 Revisions: A NO CHANGE THIS SHEET 7/14/03 cress Dade: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, PL 34274 2.784" INSIDE MAX. DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT Visibly Better sedaeAKaalk PW -701 NTS 7 a 10 4259.4 71/4 1# Robert L Cfark, P.E. PE #38712 St i chiral . . ..• • • • ••• • • .+ ••• • • • • - • • • • .� • MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) Road Bp. Raved By: Rawl By: F.K DMIMI By. F.K. Date: L. ALONG ENTIRE JOINT KEYED°. CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) Data: 12/16!03 7/14/03 Rev/slow Revb(a:s: A MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING Checked By. NO CHANGE THIS SHEET Dratx 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better VERTICAL SECTION (INTEGRAL FIN FRAME) Demptiar SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT PW 701 NTS Sheet 8 10 4269 -4 A L Clark P.E. PE #39712 Structural ITEM ; DWG NO • • ..• • • • ... ..... • - .. PAM 1 4258A 2 4253 7 1155 8 10 4255 11 4254 12 1224 13 4224 14 15 0 - - ... • .. • DESCRIPTION NTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME•HEAD, SILL & JAMB #8%1 QUAD ?I*NIVIS STAINLESS STEEL SC NEE- MONEI-tEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL wits I:AILSp BEAD ?Me LA01+4.0•6LASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTATION FASTENER COVER oow 17 18 PINING ` GLAZJNG SEALANT DOW CORNING 968 SILICONE STRUCTURAL SEALANT, BLACK 7116" LAMNLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB .INFERLAYER - 3116" HEAT STRENGTHENED 1 1/_16' IAN§ I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4252 84262 ARCHITECTURAL CORNER KEY 7 /1S" LAML, 3116" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .11/16" .AM1 .Q.0LASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVR INTERLAYER - 3/16" HEAT STRENGTHENED 21. .050° ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 Rend Ely: RIG Drawn By: Fit Date: aft .346" .050" —►I I'„'i j ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4254 t .975" 2.784" 2,500" ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A 1.875" tom— .062" 2.784" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 We: Wiens: 12/15/03 A bate: lamed BY 7/14/03 NO CHANGE THIS SHEET Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1328 NOKOMIS, FL 34274 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT Visfbty Bette SeriesIbiadek PW-701 NTS Shark 9 w 10 nminghla 4259 -4 Robert L Clark, R.E. PE #39712 Structural • . • • •• • • ••• • • • _• •• • • • ••• • • • • ••• •• • •• • • • •' •• • • • •• • •••• •• • •••• • •• ••• •• 1/4" MAX. • • ••• •• r SHIM .130" DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A CONCRETE — #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. L 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 8 1/2° MAX. FROM CORNERS & 11° MAX. O.C. Q (SEE NOTE 1) 1/4" MAX. JT SHIM � ~ 1 1/4° MIN. • ° EMBEDMENT •. �' • V e • NOTES: FLANGED DETAIL D (SILL ONLY) 2x WOOD BUCK J (SEE NOTE 2) 1/4" MAX. ,, SHIM T INTEGRAL FIN DETAIL B #12 SCREW, 81/2" MAX. FROM CORNERS & 11" MAX. O,C. A 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) 1/4" MAX. f SHIM FLANGED DETAIL C 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1 1/4" MIN, •.. • : ; EMBEDMENT' f • e, SOLID CONCRETE FOR HEAD & SILL — OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E 1/4° 'MAX, SHIM 1x WOOD BUCK (SEE NOTE 2) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN M @AMI —DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI —DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. Reid B 0ea: Rem , Rend 9y. Hemel Br F.IC away F.K. Oge: 12115103 Robbne: Revbtone: A Dew ChwkedBy. 7/14/03 CHANGE NOTE 1 AND FASTENER SPACING Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SQX 1528 NOKOMIS, FL 34274 I 3. Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS rros: ALUMINUM PICTURE WINDOW, IMPACT Sentidadak PIN -701 NTS stwo 10 of 10 4259-4 1 A Robert L Clark, P.E. PE #39712 Structural • • ..• • • • ... -- .• • • • .. .. • NOTES: LARGE MISSILE IMPACT WINDOWS: • ... . • ••• •.. • • • •. • ••• 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISTING OF AN .990 :PYB !Mr tAYER .Or " DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIIPt* •80WEFN X2 'LIES 27R 1/8" ANNEALED GLASS. •.• • •.' : • • ••• • • • ••. •. •. • • • •• .. • • • • COMPARATIVE ANALYSIS TABLE 1. : L L ASS TYP€6 A & C A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) C. 13/16" LAMI I.G. -1/8 "HEAT STRENGT1D,,34$" NPA* 5/716 LAMI (1/8 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) '•' WINDOW HEIGHTS FTL -1969 & FTL -3740 WINDOW WIDTHS 26.500 26.000 • • • • . • • • ••• • • 38.375 44.000 50.625 59.000 60.000 61.000 66.7 -75.0 66.7 -75.0 6e 7 :66.'Z -75.0E 66.7 -75.0 66.7 -75.0. 66.7 44.000 53.125 60.000 63.000 66.000 70.000 74.000 66.7 .7 66.7 66.7 66.7 68.7 A' -75.0 -75.0 -75.0 -75.0 66.7 66.7 66.7 -76.0 66.7 - 75.0 - 73.5 66.7 62.0 -75.0 -73.1 6• 6.7 16• 1.6 -75.0 -61.6 66.7 X5.0 -75.0 66.7 66.7 -69.4 58.9 -75.0 -75.0 -75.0 65.5 -65.5 56.6 -82.0 -58.9 -56.6 54.8 51.7 -54.8 -51.7 46.0 43.0 -56.0 -46.0 -43.0 55.0 45.1 42.2 49.0 -49.0 60.8 -60.8 53.7 58.2 - 58.2 51.3 -53.7 -51.3 46.3 44.2 -46.3 -44.2 41.2 39.1 37,4 -41.2 40.4 4 -75.0 -55.0 -45.1 -'15.0 -75.0 66.7 x'5.0 62.000 63.000 54.2 -54.2 -42.2 -40.4 44.3 -44.3 41.3 -41.3 39.5 -9.5 66.7 -75.0 66.7 -75.0 -74.0 -53.4 -43.7 66.7 66.7 66.7 52.7 43.2 66.7 53.4 43.7 40.5 38.7 -39.1 -37.4 38.3 36.8 COMPARATIVE ANALYSIS S TABLE 2. GLASS TYPES B & D B. 5/16" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/16" LAMI I.G. -1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI 1/8 "HEAT STRENGTHENED, 090 PVB, 118 "HEAT STRENGTHENED) WIND. W WIDTHS 26.500 -38.3 -36.8 37.4 -37.4 36.1 -36.1 36.8 35.5 -40.5 - 38.7 - 36.8 40.0 37.9 36.1 -75.0 -75.0 - 74.0 -52.7 -43.2 -40.0 - 37.9 - 36.1 - 35.5 34.8 -34.8 FTL -1969 & FTL -3740 26.000 6'6.7 -75.0 38.375 INDOW HEIGHTS 44.000 50.625 59.000 44.000 53.125 60.000 63.000 66.000 70.000 74.000 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 66.7 66.7 66.7' 66.7 66.7 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 •'.7 -75.0 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 66.7 66.7 66.7 66.7 66.7 - 75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 66.7 66.7 66.7 66.7 66.7 66.7 - 75.0 - 75.0 -75.0 - 75.0 - 75.0 - 75.0 66.7 -75.0 66.7 -75.0 66.7 66.7 66.7 -75.0 66.7 -75.0 -75.0 66.7 -75.0 - 75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 - 75.0 -75. .. 1 66.7 - 75.0 66.7 - 74.8 60.000 .7 -75.0 66 66.7 X36.7 66.7 66.7 66.7 61.000 66.7 -75.0 _ 62.000 66.7 -75.0 63.000 66.7 • -75.0 -75.0 66.7 - 75.0 66.7 -75.0 66.7 - 75.0 -75.0 66.7 -75.0 66.7 -75.0 6.7 -75.0 66.7 -75.0 66.7 4 -75.0 66.7 -73.5 66:7 - 75.0 -75.0 - 75.0 66.7 -75.0 66.7 66.7 '66.7 -75.0 -75.0 66.7 -75.0 -75.0 66.7 -75.0 66.7 -75.0 66.7 66.7 -75.0 66.7 -75.0 -75.0 " 66.7 66.7 -75.0 - 75.0 66.7 -74.9 66.7 -73.5 66.7 -72.3 66.7 -72.2 66.7 -70.9 66.7 -69.6 NOTES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. =with Ow Nadir Paarganws • ,,c•,r , ",. Revsd thy: F.K. Rend 5y: F.K. Robe L Clark, P.E. PE #39712 S!uctural RFJf. Relit Date: 12/29/03 7,/23/03 r/4/03 9%6/02 Revisions: F- UPDATE TABLES F- CORRECT TABLE 3 'C&E` Revisions: � 13/16' l.G. /NOTES Revisions: D- REVISED TABLES Grown Hy: D.B. 216/98 Description: GLASS TYPE COMPARATIVE ANALYSIS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, 'FL 34274 iltte: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Modot: HS -710 Scale: NTS Sheet: 2 of 6 Drawing No. 4112 Rev: G • • ••• • • • ••• ■••• • • • •• •• • 1/8" HEAT STRENGTHENED GLASS • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • • •• 5/16" LAMINATE L.% 13/16 NOM. •• • • •• • ••• • • • • • •• • • • • • .• • • • .090 SAFLEX KEEP /SAFE MAXIMUM QOR DUPONT PVB INTER LAYER G 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED --� GLASS __ @OR@ OUTSIDE • • • • • ••• • •• • • • • • • •• • • • • • • • •. •. • • •• ••• •. • • • • • • • • • ••• •• 1/2" GLASS BITE TYP. GLAZING DETAILS: 13/16" (.825) I.G. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 OUTSIDE 1/2" GLASS BITE INSIDE 1/8" ANNEALED GLASS 12 .090 INNER LAYER (DUPONT W /BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) 1/8" ANNEALED GLASS OUTSIDE 1/2" GLASS BITE INSIDE 1/8" HEAT STRENGTHENED --I GLASS 0 1/8" HEAT STRENGTHENED GLASS .090 INNER LAYER (DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) MORK, REVISED GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS iatispiaso Robert L Clerk, P.E. PE #39712 Structural Rend By: Date: RevisIoaa F.K. 12/29/03 ;Irk ITEM 28 GLASS TYPE Roved By: Det : Revia�ne: F.K. 7 23/03 F —ITEM 17 SCALE Rend 8y: e: Reviefor:e: F.K. 4 4/03 E —ADD 13/16" I.G. Revsd 8y: o Revision: F.K. 9 6/02 D ADD GLASS TYPE Drams e: D.B8y . 216/98 Description: SECTIONS & GLAZING DETAILS 1070 'TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Mode* Sealer Sheet: Drawing No. Rev: HS-710 NTS 3 of 6 4 112 G • • ••• • • • ••• •• •• • • • •• •• • EXTERIOR • • • • • • • . • • • • . .. • • • • • • • • • • • ••. • • • • • • ••• ROUGH; • • •• • • e i • • • • • • ' • • •• • • • • • • • Rtx1Ga .. • •• • • • • • OPENING OPENING • • • • • • • • • .500 •• • • • • • ••• •• V 2.784 MAX. HEIGHT MAX. VENT DAYLIGHT OPENING ROUGH OPENING VERTICAL SECTION MAX. WIDTH EXTERIOR MAX. DAYLIGHT OPENING --� MAX. DA 2.784 2.643 — • HORIZONTAL SECTION .705 ROUGH OPENING r- .500 asomparligweadhelnedds Iliesseals •...n...a , 4.0 <.12.a. Rof:le[t L. Clark, P.E PE #39712 Structural Red Roved By: F.K. R� By: Roved iy: Drawn By: D.B. Dat • Revisions: 12/29/03 G—REMOVE REV 28 GLASS TYPE Data Revisions: 7/23/03 F —NO CHG THIS SHY 4 4 03 Revisions: / E —ADD 129 -132 Revfatars: 91,g/02 D ADD GLASS TYPE M6/98 6/98 Description: SECTIONS & GLAZING DETAILS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Tale: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: Scale: Sheet: • Drawing No. Rov: HS -710 NTS 4 of 6 4112 G APPROVED WOOD BUCK (SEE NOTE 4.) • '• • • • ••• • • • ••• •• ♦• • • • 00 •• • • • • • • . • • • . . _•• • • • • • • • • • • • ••• • • • • ••• • 0410 i • 0 • • 1 1/4" MIN. •• • • • • • • ••• ••• • • • •• • • ,A3/16" TAPCON (SEE NOTE 1) 1/4" MAX. ,J SHIM TYPICAL HEAD SECTION SUBSTRATE ANCHORING 4/16" TAPCON (SEE NOTE 1) •d . • .4 4 • • • 000 • • • • • .• 1/4" MAX. SHIM • 1 1/4" MIN. TYPICAL SILL SECTION SUBSTRATE ANCHORING • •• ••• •• • • • • ••• • • • .• • ,. ••• • APPROVED 2x WOOD BUCK (SEE NOTE 3.) 1 1/4" MIN. 1/4" MAX. ,J SHIM #12 WOOD SCREW TYPICAL HEAD SECTION WOOD ANCHORING #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FL-1969 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. 1/4" MAX. SHIM ,3/16" TAPCON (SEE NOTE 1) 1/4" /4" MAX. i-- SHIM 1 1/4" MIN. d• • „. TYPICAL SILL SECTION WOOD ANCHORING APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING .4 4. • . e. e 1 1/4" MIN. 1/4" MAX. SHIM PRODUCE REMO nouliedervalidellikk Wildtsgeste Arserouse Robert L. Clark, P,E. PE #39712 Statttural #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING 1 1/4" MIN. Revd gy Dote: F.K. 12;29/03 Rend 6y: D F.K. 7 3/03 Re F' aayy:: D4ot44/O3 Rev f tK 9 16/02 Drown By: e D.B. 216/98 Deeorlptton: Revisions: 6-O* 3/16' MON &112 Revisions: F— REMOVE 3/16 TAPCONS Revisions: E —NO CHO THIS SHT NOTES 3 &4 ANCHORAGE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 rnle: ALUMINUM HORIZONTAL Series /Model: Settle: Sheet: HS -710 NTS 5 O0 6 SLIDING WINDOW Drawing No. Rev: 4112 • • • 94141 • • • 00. f. 91 • • • 09 .0 • has— .705 .062 2.784 --..i [.•- -- .737 OFLANGE FRAME JAMS 6063 —T5 ALUM. ®5 /i6" GLAZING BEAD 6063 —T5 ALUM. 1.187 --a{ .062 2.074 O FRAME SILL ADAPTER 6063 —T5 ALUM. • • • • • • • • • • 0941 • • • • 909 • .00 • 900 • 09 999 ••• 999 9 • • 90 • • 90 • • .. • 999. 00 • • 99 941.. 0 • 0 • 000 • • • el • r•i.,.,•• 99. , rami . .. .062 1.403 ®FIXED MEETING RAIL 6063HS —T54 ALUM. .062 .723 ®WIND LOAD ADAPTER 6063 —T5 ALUM. .062 1.183 1.349 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. REFERENCE TEST REPORTS: FTL -1 969 & FTL-3740 1,373 ®SASH MEETING RAIL 6063HS —T54 ALUM. .062 1.273 -Flu- 2.710 —0.4 Q FLANGE FRAME HEAD 6063 —T5 ALUM. 30 13/16" GLAZING BEAD 6063 —T5 ALUM. .062 1.349 1.970 ®SASH SIDE RAIL 6063 —T5 ALUM. 1.122 uI I--* 2.710 —40-1 I .062 — ►il-•— FLANGE FRAME SILL 6063 —T5 ALUM. PRO CT Mina seemptingiblbrikwils Osidesese Asinstaws 2.094 Re►ed F.K. Revd (°41 Robert L Clark, P.E. PE #39712 Structural IN WES Dote: Revisions: 12/29/03 F -NO CHG THIS SHT Dote: Revisions: 7/23/03 F NO CHG THIS SHT Roved 9y: Date: Revisions: R.r.d F.K. 4/4/03 E— DD 13/16' BEAD Da F.K. Drawn 9y: Date: F.K. 11/2/01 9/6/02 R a: 0 -NO CHO THIS SHT Description: EXTRUSION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM HORIZONTAL SLIDING WINDOW Series/Model: Scale: Sheet Drawing No. New HS -710 NTS TS 6 of 6 4112 G • • ••• • • • • • ••• •• •• • • • • •• •• • NOTES: LARGE MISSIE U_fINPO;IVD 1. GLAZING OPTIONS: A. 5/16" LAMINATED a,ASS,COJg R!SUD QU (1) LITE OF 118" ANNEALED GI ASS AND 11; L3TE 05 198: k1 EAT STRENGTHENED GLASS W/ AN ;Q$0.14NE1 11.,AY$R O .j6LUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTh N .Q Gi.A$$ VAIN „Q90 INNER LAYER OF SOLUTIA OR DUPOIC M EC : :: • ' • C. 7/16" LAMINATED,NA M4OJIAPFi4jEpOF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5116" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F SHEET 4. F. FOR } --} "XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR 1-514 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND FTL -3729 CONFIGURATIONS OPTIONS } x 0 } x 0 } x } 0 x 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 PRODUCT REVISED as complying with the Fbridi& Ruidtng Code Acceptance No ration Date Rend Ely: owe: F.K 3/17/03 Read 6y vale: F.K. 3/25/03 Rived ay Data: Rednbrp: A REVISE ANCHORAGE NOTE 4 Rev/: B ADD 13198" I.G. & MOVE GLAZING DETAILS TO SHEET 2 Rem: C NO CHANGE THIS SHEET Dry By: Data: F.K. 12117102 Checked By: Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 NOTES AND TABLE OF CONTENTS Visibly Better reo: ALUMINUM CASEMENT WINDOW, IMPACT sue, shoot Amine Ka rm, CA -740 NTS 1 a 12 7045 -8 C /1/4:4_ 6,;_,Z "740,/c) 3 Lucas A. Turner, P.E. PE #58201 Mechanical • • ••. • • • • •• ••.• • .••••• • . • • • " .099 SOLUTIA OR DUPONT PVB INNER LAYER • 1/8" ANNEALED GLASS •• • • • . F"— 1/8" HEAT STRENGTHENED GLASS • ... • . • •.• • • • • • • • • • • • • • I • • • • •.. • • • .• • • .65" NOM. •,• GLASS BITE 5/16" LAMINATED GLAZING DETAIL f 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS —*- .090 SOLUTIA OR DUPONT PVB INNER LAYER j�— 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE r t r 7/16" LAMINATED GLAZING DETAIL 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER ►— 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. GLAZING DETAIL PRODUCT REVISED as complying with the Florida Balding Code Acceptance No E. irsllon Date BY I Ptode AB ` stCeiU 02 Rad ar F.K. Crate: 3/15/03 8 REDRAW GLAZING DETAILS & ADD 13/18" I.G. Road Ely: F.K. Crate: 7/10/03 R.Walma: c NO CHANGE THIS SHEET Rend Sy: Date: Drawn FI K. Oats 03/25/03 Cheeked8 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Desatiptiorr GLAZING DETAILS nor ALUMINUM CASEMENT WINDOW, IMPACT sow CA -745 Sam: NTS suet 2 a 12 7045 -8 ci 7.!lo/v 3 Lucas A Turner, P.E. PE #58201 Mechanical 1 1 (2" • • ••• • • • ••• fir • • • . • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • ANC,hOR • • • 1 UPI : • • LQta'ATi 1: 7. •• •• • *Ylp•• •••• • • • •• ••• •• • • •• •• • • • • • • ••• MID -SPARi ANCH OR DETAIL (SEE Si1T.1 NOTE 4) A.I CHOR LQC,A IONS (SEE SHEET 1, NOTE 4) • • ••' SEE MID-SPAN ANCHOR DETAIL TY I. (2) ANCHOR . LOCATION TYP. DENOTE '" �, LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MI —SPAN ANCHOR DETAIL TYP. (2) ---- 74" MAX. WIDT30" 4A)(. DAYLIGHT OPENING 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT MME 1NG ,IL t3ET'AI (SEE $HT. 1 NOTE 4.) Ns -� 141 f'2" MAX. G.G. TYP. A ON "t" FOR P 134" IwIAX. WIDTH 5,?" MAX. DAYLIGHT OPENING 30" MAX. DAYLIG HT OPENING 30" MPX — DAYL IGH'1' OPENING Pa, 0Tlr: "X" PANEL MAY SWING IN EITHER DIRECTION S) SEE ';MID -SPAN ANCHOR DETAIL TYP. (2) 56" MAX. DAYLIGHT OPINING PRODUCT REYLEEO caunplylae wlth Qhm Florida 8nidin Code Mince E atlat 63" MAX. HEIGHT 4" MAX. 13" MAX. 0.C. 37" MAX. VENT GYP. lv'ATIOP!I "'A W HI H "X (SEE SHEETS 6,13 FOR FIRES; 6O" MAX. FIXED -- HANCE .3HEET NO, REPERENCi;'.5 HINGE LOCATION P DETAILS r X711 TEICHNC7 OGYORMVE NOKOM S, FL 34275 141/2" MAX. O.C. VENT HEl SEE MEETING RAIL DETAIL_ TYP. (4) ULRES) #7or "K V' ELE 4 i IONS ALUMINUM CASEMENT WINDOW IMPACT SILL ON Y P.O 8CX 1528 NOKOMfS, FL 34274 VLiib4 ,Better a. awc�: ;emt c CA -740 NTS 3 12 w. 7045.8 et2_ Lucas A. Turner, P,E. PE 068201 Mectianlcal SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. • • ••• • • • ••• •• •• • • • • • •• •• • • • • 32" AX. v E).TMI " • 25" MAX. DA' LL HT. •• 4" MAX. c 'tNING" • • • d ,, DENOTES HINGE LOCATION AT HEAD & SII,I, OF "X" PANELS, • : ?Y•PICAL. SEE HINGE •. DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) •• • • .• ••• •:• • ••f• • • • • • • • • • • 65" MAX. DAYLIGHT OPENING 72" MAX. HEIGHT •-I _ 141 /2" -- 4" MAX, MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL Revsd By F.IC 0 F.IC : 3/17/03 141/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. --F 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 56" MAX. DAYLIGHT OPENING L___ 4" MAX. f 4" SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 63" MAX. HEIGHT 141 /2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 13" MAX. O.C. �. 4" MAX. 4" MAX. 30" MAX. 53" MAX. -- DAYLIGHT -- "— 'DAYLIGHT OPENING OPENING 97" MAX. WIDTH F.---60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX. O.C. 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 0 4" MAX. ✓ L4 MAX. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) ---- x--13" MAX. O.C. ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 1 56" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) t 1 13" MAX. O.C. 37" MAX. VENT . 1. 60" MAX. FIXED ELEVATION "P' - 63" HIGH "X0" & "OX" UNEQUAL L TE (SEE SHEETS 7 -8 FOR PRESSURES) PRODUCT REVISED as complying with Ibe Florida Belding Code Acceptance No E - =iration Date Revisions: A REVISEANCHORAGE Cam: 3/25103 B CH,4NGE SHEET NO. REFERENCES a•iaa By. F.K. Cam: 7/10/03 Revision.: C ADD HINGE DETAIL & HINGE LOCATION NOTES Dre•l, By: Dew Checked Bar, aem: F.K. 12/17102 F.K. 1070 TECHNOLOGYORIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better "X", "0" "XO" & "OX "ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Serkialhfolet CA-740 NTS Meet 4 a 12 &ming No. 7045 -8 740 %0 Lucas A. Turner, P.E. PE *58201 sdechanke► .. , , , ‘ ,5--• , .. I 0 F.---60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX. O.C. 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 0 4" MAX. ✓ L4 MAX. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) ---- x--13" MAX. O.C. ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 1 56" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) t 1 13" MAX. O.C. 37" MAX. VENT . 1. 60" MAX. FIXED ELEVATION "P' - 63" HIGH "X0" & "OX" UNEQUAL L TE (SEE SHEETS 7 -8 FOR PRESSURES) PRODUCT REVISED as complying with Ibe Florida Belding Code Acceptance No E - =iration Date Revisions: A REVISEANCHORAGE Cam: 3/25103 B CH,4NGE SHEET NO. REFERENCES a•iaa By. F.K. Cam: 7/10/03 Revision.: C ADD HINGE DETAIL & HINGE LOCATION NOTES Dre•l, By: Dew Checked Bar, aem: F.K. 12/17102 F.K. 1070 TECHNOLOGYORIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better "X", "0" "XO" & "OX "ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Serkialhfolet CA-740 NTS Meet 4 a 12 &ming No. 7045 -8 740 %0 Lucas A. Turner, P.E. PE *58201 sdechanke► . . ..• . . . • :• COMPARATIVE ANA S�It TABL? 1BASEI) ON 1/4"fiAPCONS OR #T4 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3582 FTL -3587 FTL -3729 GLAZING OPTIONS: " "A. 5/'16" LAMI (178 "A,.090,1 /8 "HS) B. 5116" LAMI (1/8 "HS,.090,1 /8 "HS) E. '3/16" LAMI (1/8 "HS,3 /8" SPACE,5 /i6" LAMI -W/ 1`8 "1IS,.090,118 "HS) HEIGHT "X" WIDTH 19 125 B,E 24 000 B. E 26.500 B,E A 26Q0; -r 34. -O�Of. . NEG: PO.a� :NEOPPO`\N1+G: .. - -90.0 704 -90.0 70.-0 - 90.0 70.0 -90.0 , 70.0 -90.0 70.0 -90.0 70.0 -90.0 7Q:0 .Q :71.Q Wp.0' ,70.0 -90.0 701) : -9lD.D 701% 4)0.0 74).0 -90.0 70.0 70.0 -90.0 -90.0 -90.0 70.0 70.0 30'000 B E -90.0 70 -90.0 -90.0 70.0 ` -90.0 70.0 -90.0 38.375 43.000 57.000 1 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS POS NEG POS N -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0-70.0 - 90.0, 70.0 -90.0 70.0 -90.0 '70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 48.000 50.625 54.000 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -87.4 70.0A -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 ` -58.5 70.0 -90.0 70.0 -90.0 70.0 32 000 A -90.0 70.0 -90.0 70.0 -86.3 70.0 NEG - 90.0 -90.0 -89.6 -90.0 -69.9 -90.0 58.5 -56.2 70.0 -90.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 34 000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 B,E -75.0 70.0 -75.0 70.0 , -75.0 70.0 36 000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 -81.0 - 90.0 70.0 70.0 70.0 - 90.0 -71.1 -90.0 70.0 70.0 70.0 -75.0 70.0 -65.5 -75.0 70.0 -75.0 65.5 70.0 -90.0 - 61.8 -90.0 -57,5 -75.0 70.0 61.8 70.0 - 90.0 -58.9 - 90.0 70.0 58.9 70.0 -90.0 -56.1 - 90.0 70.0, 56.1 70.0 -90.0 -53.8 -90.0 57.5 70.0 -54.9 -75.0 54.9 70.0 -51.8 -75.0 51.8 70.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 37 000 A -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 - 47.9 47.9 -48.6 -75.0 -44.8 53.8 -50.4 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 -90.0 - 90.0 -86.3 -90.0 -67.8 -90.0 -53.4 70.0 70.0 70.0 70.0 67.8 70.0 53.4 66.000 EG PO 69.000 S NEG POS 72.000 NEG POS -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -84.2 70.0 70.0 -90.0 -66.2 -90.0 -51.3 70.0 66.2 70.0 51.3 -90.0 -83.2 -90.0 -65.0 -90.0 70.0 70.0 -90.0 -81.7 70.0 70.0 - 49.8 70.0 65.0 70.0 49.8 -90.0 -63.7 , -90.0 -48.3 70.0 63.7 70.0 48.3 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 70.0 -90.0 48.6 -45.2 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 - 87.8 70.0 -84.4 70.0 45.2 70.0 -42.4 - 75.0 42.4 70.0 44.8 -42.2 42.2 -39.7 39.7 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "X" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL' X" SIZES UP TO 32.000" WIDE x 72.000" HIGH t - 90.0170.0, TEST REPORTS: FTL -3580, FTL -3587 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) A. 5/16" LAMI WIDTH 37.000 43.000 A A GLAZING OPTION: "XX" WINDOWS 26.000 NEG POS -75.0 70.0 -75.0 70.0 31.000 NEG POS -75.0 70.0 -75.0 HEIGHT 1/8"A,.090,1/8 "HS) TEST REPORTS: FTL -3582 36.000 NEG POS -75.0 70.0 38.375 NEG POS -75.0 70.0 43.000 NEG POS -75.0 70.0 48.000 EG POS - 75.0 '70.0 50.625 NEG POS -75.0 70.0 54.000 NEG POS -75.0 70.0 57.000 NEG POS -75.0 70.0 60.000 NEG POS -75.0 70.0 63.000 NEG POS -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 48.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 53.125 57.000 A A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0. 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 70.0 67.5 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 .000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - -63.0 63.0 -60.8 60.8 -58.0 58.0 -15.0 70.0 -65.4 68.4 -63 9 63 9 -� 0 60 0 -rR 64.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68.000 I A -75.0 I I 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5' 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 „ f -,�.V� ,V.V� -t�.U� ,V.u-,�.IJ 1U.U�- (U..f� 74.000 A 1-75.0170.0 -75.0 70.01-73.7170.0 -67.9 TABLE 4. BASED ON 1/4" TAPCONS LAZING OPTI 70.0 - 60.4160.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 - 39.7139.7 67.91-59.0j 59.0 - 52.8152.81-49.9149.91-46.4 46.4 - 43.5 43.5 -41.1 41.1 I 38.61 OR #14 SCREWS XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 N: B. 5/16" LAMI ( /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" MI -W/ 1/8"HS,.090,1/8' SL. ALL "XX" SIZES UP 0 74.000" WIDE x 63.000" HIGH 1 - 75.0170.0 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) 'XX" WINDOWS TEST REPORT: FTL -3580 may F.14 Raved tly F.IL Rend By FI4 �: 3/17/03 A GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3116 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH [90.01 70.0 x x NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX° WINDOWS IS LIMITED TO 46.7 P.S.F PRODUCT REVISED as complying g with Ibe Florida lluiding Code Acceptance No E t lraitun Date By Div Product Co REVISE TABLES 1 AND 3 GLASS TYPE A a>e ay: F.K. Dale: 3125!03 awe: 7/10/03 R 8 ADD GLASS TYPE E TO TABLES 18 4 Revisions: C NO CHANGE THIS SHEET o 12/17102 Gated Sy Oen: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- X & XX CONFIG. WINDOWS rme: ALUMINUM CASEMENT WINDOW, IMPACT Sege lefode: CA-740 NTS ghat 5 .1 12 &vote No. 7045 -8 Ufa° L4 746/ 3 Lucas A. Turner, P.E. • PE #58201 M drank ai • • ••• • • • ••• •• •• • • • •• •• • COMPARATIVE ANALYSIS 'AIILE 81ASGD ON 1/4" TAPCONS OR #14 SCREWS "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582 -3582 -3729 GLAZING OPTIONS: - A. 6/16" LAMI (Vf8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) C. 7116" LAMI (3/16 "A,.090,3 /16 1HS) E. 13/1.6_" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS .090118 "HS) FTL FTL '0" "XOX" : "" I-;EIGI4T : 26300.' • 33.000 :1' 26.000 38.375 43.000 48.000 50.625 54.0.00 57.000 60.000 63.000 WIDTH WIDTH r NEG Pdr NgG PO•S f1EG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 _ - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 - 39.7 39.7 36.000 72.000 B,E . 8.CC 100 •46.0 :MG =75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C - $Q.01" 01.41 -16.3 .10.0 ':90.0 70.0 -90.0,i 70.0 -90.0 70.0 -90.0 70.0 -90.0 , 70.0 _-75.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 A ?5.0' 70.01 -75.1) '70.0"-73.7 70.0 -67.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9' 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 , 41.1 -38.6 38.6 37.000 74.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0.70.0 -75.0 70.0 - 75.01.70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 70.0 -90.0 , 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62:1 - 55.7 55.7 -49.8 49.8 -46.9 46.9 - 43.6 43.6 -41.1 41.1 - 38.6 38.6 - 36.5 36.5 39.500 79.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 ` 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.04 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 A -75,0 70.0 -75.0 70.0 - 62.4 62.4 - 58.4 58.4 - 63.3 63.3 - 56.4 56.4 -53.4 i 514 -50.0 50.0 - 46.9 46.9 - 44.3 44.3 -41.9 41.9 42.000 84.000 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 A -75.0 70.0 -70.3 70.0 -58.0 58.0 - 54.6 54.6 - 59.3 59.3 -53,6 53.8 - 50.9 50.9 -47.5 47.5 - 44.7 44.7 -42,1 42.1 - 39.7 39.7 45.000 90.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0, C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.Q-81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2 A -75.0' 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42.5 42.5 - 40.4 40.4 -38.4 38.4 48.000 96.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0, -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0, 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 A 75.0 70.0 - 60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 - 48.7 48.7 -46.9 46.9 - 43.5 43.5 -41.3 ' 41.3 -39.2 39.2 -37.1 37.1 50.500 101.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 , -81.2 70.0 -75.7 70.0 -70.3 70.0 - 66.8 66.8 - 63.5 63.5 - 60.5 60.5 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 - 50.0 50.0 - 46.1 46.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 - 38.0 38.0 -36.2 36.2 53.125 106.375 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0, -71.1 70.0 -66.5, 66.5 -63.0, 63.0 - 60.0 60.0 -57.3 57.3 A -75.0 70.0 - 58.2 58.2 -47.9 47.9 - 44.5 44.5 -49.1, , 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9_ -39.8 39.8 -37.6 37.6 - 35.9 35.9 54.000 108.000 B,E -75.0, 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C -90.0 70.0 -90.0, 70.0 -90.0 70.0 - 90.0 70.0 -86.9 70.0 _ -75.0 70.0 -70.1 70.0 - 65.4 65.4 -61.8 61.8 -59.1 59.1 - 56.4 56.4 A -75.0 70.0 -57.1 57.1 -46.4 46.4 , - 43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 42.2 -40.8 40.8 -39.1 39.1 -37.2 37.2 - 35.4 35.4 55.500 111.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 =84.3 70.0 -72.5 70.0 - 68.4 68.4 - 83.6 63.6 -60.1 60.1 -57.5 57.5 - 54.8 54.8 A -75.0 70.0 -56.2 56.2 - 44.8 44.8 -42.1 42.1 -46.2 46.2 -42.5 42.5 -41.2 41.2 -39.8 39.8 - 38.5 38.5 - 36.7 36.7 - 34.8 34.8 57.000 114.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 . -75.0 70.0 -75.0, 70.0 -73.3 70.0 -69.6 69.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 - 66.7 66.7 -61.8 61,8 -58.7 58.7 -55.9 55.9 -53.2 53.2 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 - 44.8 44.8 -41.3 41.3 -40.2 40.2 - 38.7 38.7 -37.6 r 37.6 -36.1 36.1 - 34.2 34.2 58.500 117.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0_ -75.0 70.0 -75.0 70.0 -75.0 70.0 - -75.0 70.0 -75.0 70.0 -72.2 70.0 -68.4 68.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 79.4 70.0 -69.0 69.0 - 64.9 64.9 -60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 - 415 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.6 - 36.7 36.7 -35.5 35.5 -33.7 33.7 60.000 120.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0+ 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3_70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 - 50.0 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16"HS) ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH -90.0 70.0 1 4 X 1 2 0 4 X 0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No C iratioa Date Rand ny FK Date: 3/17/03 Revisions: A REVISE TABLE 6, GLASS TYPESA & C Rome By F.K 3x26/03 RevaYOro: 8 ADD GLASS TYPE t; ro TABLE 6 Meted Sy: F.K Oman Sy: F.K. pare: 7/10/03 12/17/02 Revisions: C NO CHANGE THIS SHEET Chadied By: Date 1070 TECHNOLOGY DRIVE NOKGMIS, FL 34276 P.O. 80X 1529 NOKOMIS, FL 34274 Descriptiorr PRESSURES 0& 1/4-1/2-1/4 XOX CONFIG. WINDOWS Tai: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Seneseloest 04.740 Scalt NTS Bart 6 uf 12 Waiving 7045 -8 7 /oli3 Lucas A. Turner, P.E. PE #58201 Mechanical • • ••• • • • ••• •• •• • • •, •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ••• ••• •• • • • • • •• • • • • xo) 141 Aget � .. REPORT: xo, "Ac ..1, WI $t A 721 ...� 40.333 74,( 79. ._ 7C.2i 7C. -75.0 70..5 1 75.0 ? 70.0 45.0 ,: 70.0 45.0 5 4..000 •75.0 70.0 -75.0 70.0 -76.0 70.5 - 75.0.70.0 -75,0 70.0 =7 ..F._70.0 laadir Tr 70 756 70th 70 , ; 7X3.© 70:. k -7561 70.0 3 1 X 3 3.. 0 3 X 4 0 70.0 oa4 ! 6.3.4 .8 .8 61.8 1! °'•� `�. _. _.!1 70.017 -55.1 65,1 -84.3 14.3 .8 2. 4 422 4 ad, 11 x,1,1 ly±anrA'47"'F�P 4'✓1� SI 4 ' 5/1 R ' 2X an LAg: T 4 OW llHll 1i 2. 1f3.1#a R S:I <-`i L 118"Ha R, c SPAOE,5/10 ` k .t// 1/51HS r ,1 , L 9/3.1, /3 X SIZE y 0 111.000" + / : x ALL "XO" , S L C 0.7/16 446 [3116 °A,,09 16 1S) I HIGH A D L "1/3- `?�-1 X XH IZE; TEST 1 . T. 1rTL -3 83.000 14 N OTE: 3P US W; 3/16" T. °, " CCNS OR #12 . C E ' DESIGN' .E $SORE FOR `'; O° OR "OX" AN[. `'; Qx" WlNDOVtd" 3 WAITED TO ' ,° p, .P. REV1E T49LE 11, GLASS TY,•T11 a TYPE E 10 TAW-0 1070 TEC INQLOGY DRIVE NOKOMIS, fl. 34278 P.Q. BOX 1029 NOKCMQIS, FL 34274 NO ti:HAN" 71US SHEET F.K. 12!11 /02 i/z 7 /iu /o3 PP SSURES- XO OXL & 1/3- 1/3-11 XOX WINDOWS tale ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 7 e 12 I 7045-8 Lucas A, Turner, P.E. PE #58201 . Mechanical • • • • •• • • • .. • .. • • • .. .. • COMPARATIVE ANALYSIS T_ABI*E :1:. (BA_ S6D ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 -3582 -3729 LAZING OPT'R: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) B. 5/16" LAM/ (1/8 "HS,.090,1 /8"HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) • ••• • ••• • •• • ;. .E' 1;1/'6 L�4�AIg11'$_HS,318" SPACE,5/16" LAP/11-W/ 1!8 "HS,.0901 /8 "HS FTL FTL "XOX" WIDTH VENT WIDTH • • • • FIXED WIDTH . • • • .... I� . EIGHT 63.000 26.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS 69.264 19.125 '. 31.01 ;.A: i75.0 :x:0.0' .-75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.9 -60.6 60.6 -58,1 58.1 - 56.1 56.1 -53.3 53.3 -50.5 50.5 ; a$ .77'1 z,„ .Q -z5.0 70.0' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0, 70.0 -90.0 70.0 -90.0 70.0 86.919 24.000 38.919 A -75,0 70.0 -69.14 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 ' 44.1 -41.6 41.6 -39.2 39.2 - 36.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 95.973 26.500 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2, 70.0 -73.1 70.0 108.649 30.000 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0 - 40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 - 66.3 68.3 -63.1 63.1 115.892 32.000 51.892 A -75.0 70.0 -49.9 49.9 - 46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 -36.6 36.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 - 68.3 68.3 - 64.8 64.8 -61.4 61.4 - 58.8 58.8 122.000 33.687 _ 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 - 35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 , -85.8 70.0 -74.0 70.0 -69.4 , 69.4 - 64.7 64.7 -61.0 61.0 - 58.4 58.4 -55.7 55.7 123.135 34.000 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75. 0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 - 68.8 68.8 - 64.1 64.1 - 60.5 60.5 -57.9 57.9 -55.2 55.2 126.000 34.791 A -75.0 70.0 -45.5 45.5 -42.6 42.6 - 46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 - 36.9 36.9 -35.0 35.0 56.418 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0-70.0 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 - 56.5 56.5 -53.8 53.8 130.000 35.896 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 - 41.541.5 - 40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34.3 58.209 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 - 65.3 65.3 - 60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 130.378 36.000 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0, 45.0 -41.4 41.4 -40.3 40.3 - 38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 58.378 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0, 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 ` -60.5 60.5 -57.4 57.4 - 54.6 54.6 -51.7 51.7 134.000 37.000 A -72.9 70.0 -42.2 42.2 - 39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 - 36.7 36.7 -35.5 35.5 -33.7 33.7 60.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 _ -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. X 0 X UNEQUAL LITES X O UNEQUAL LITES 0 x UNEQUAL LITES TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS GLAZING OPTION: D. 7/16" LAMI (3116 "HS,.090,3 /16 "HS) TEST REPORT: FTL -3580 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND 90.0 ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED as complying with the Florida Bulalis8 Code Acceptance No Lion Date �r 1 KrZepii By Div Dade Product Raved*: F.K. 3/17/03 R A REVISE TABLE 11, GLASS TYPES A & C may: F.K. Date: 3/25/03 Review: B ADD GLASS TYPE E TO TABLE 11 Revsd By: F.K. Date: 7/10/03 Ravages: C NO CHANGE THIS SHEET F.K. ay: Data: 12/17/02 Cheated * Data 1070 TECHNOLOGY DRIVE NOKOMIS, Fl. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT SedesAbist CA -740 NTS seen 8 or 12 Dm*. Na 7045 -8 -740,6 3 Lucas A. Turner, P.E. PE 088201 Mechanical • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • •• REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SKEET 10 • ••• • • • • • • • • • •• • • •• • • • • • • • • • • • • • • ••• • •• • • • •• • • ••• • • • 4 • •• • • • • 4 ••• •• • MAX VENT DAYLIGHT OPENING (SEE SHT. 3) MAX FIXED LITE DAYLGHT OPENING (SEE SHT, 3) MAX. WICTH (SEE SHT. 3) F ORIZONTA!.. SECTION - XOX REFERENCE 'XX' FRAME ASSEMBLY DETAIL, SHEET 10 H MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SPITS. 3 & 4) MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) -- --MAX, WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X • DUCI'REVISED cmmplyl with Es RMMitds i{aldl „ t e Aeccp E e VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT NO NTh!SSHEET SECTIONS MOVY TOP HINGE ALUMINUM CASEMENT WIND t W, IMPACT Visibly Better CA -740 'Ts 7048-8 C 0Z. o Lucas A. Tumor. P.B. PE 058201 Mechanical • • ..• • • • l__ *_ . 1 : ' : : ••: trIx'i PB T MS FRo JVIE ASISEMe 'v'' :. :• : ; Ire" W/ (2) SCREWS TUBE, MAT'L: 6063 ":' �f 3" APART AT MID -SPAN • ••• "X" FRAME JAMS. • •• • • •. •• •••• • "X X" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MARL: 6363 -Te "X" FRAME JAMB #12x1 PH TEK SLABS 13" MAX. O.C. W/ (2) SCREWS 3' APART AT MID -SPAN "O" FRAME J "co. &'XOX" F RV,, Y DETAIL NOTE: ALL ALUMINUM . HALL BE OF 1:063 -T6 SASH FRAME TOP OR BOTTOM RAIL #Ix1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH 'AE ASSEMBLY DETAIL QUAD PH SMS n. ) PE`t CORNER AIN FRAME ASSEMBLY DETAIL 2.854" .O62" NOM. 1.; - 2.139" E HE:, SILL, JAMB MAT'L: 6083 -T6 DWG# 7003A FIXECi F'RAV E HEAD SILL JAMB MAT'L.: 606346 DWG# 7,i A btr FK. F lC F.K. REVIS i1r'RAM 'S'YDEMSCREWSPACING 1IA .,3E VHS 9NEET NOi E TI-'tS' SHEET 070 TEC MNQ FL 3427�°IIVE , NOKCIdMa�,'Ft 3477 F.0 OM 1020 NOXCI HIS, FL 84274 Visibly Betted' XTRUS ONS & MS$EMBLYDETAILS .062" NOM. 2.919" 7 ,� 2. SCI FRAME HEAD, SILL„ JAMB MAT'L: 608346 DWG# 7002A mixer REVISED 113 emptying wills tie Mau tkdding Cade Duo ALUMINUM CAS EFMENT WINDOW, IMPACT 7045 -8 War: 70141 ° NTS I 16 12 CA-740 "?%©,/u .5 Lucas A. Turner, P.E. PE #68201 ME,d antw1 • • ••• • • • ••• •• •• • • • •• •• • S Sr' ITEM DWG # 'PGT' #"' 'P • DESCRIPTION 1 7002A MAXIM SINGLE LOCK MAIN FRAME - HEAD, SILL & JAMBS 2 1155 • 78dPQA • #8 11•1•QUAD•PH SMS 3 ° 7008 :: +• _ • 41 iRAMVIE EO N R Y 4 • • • • - • ; i 1/2•4? /2 "XPI• CLOSED-CELL FOAM TAPE 5 7003A #8 X I QUAD PN SMS SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781P�A #8 X 1 QUAD PH SMS 7 7017 •3.701ki • 4 \1 •W A'I STR1P .187X.240 8 7009 - • I-0- i : 1'I�CORNER kf Y 9 7024 • • • • • M/41901V1 SItLLT'1-POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 *10-24 X .562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA #8 X 5/8" FLT. NIL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #10 X .500 PH. PHI,. 5/16" LAMINATED (1/8A & 1/8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 30 31 5/16" LAMINATED (1 /8HS & I /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3116A & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16HS & 3 /I6HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899 OR 995 45 PARABOND 46 1634 6163K SETTING BLACK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH . 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712XIPPT #12 X I" PH. PHIL. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -QN T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE Revel Bp F.K Revd By: FK. Rey e F.K Craw By: F.K. Dale: 3/17/03 Oats: 3/25/03 Date: A ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 78IPQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" I.G.) 86 13/16 " T.G. GLASS (1 /8"HS,3/8 "AIR SPACE,5 /16 "LAMI) 5/16" LAMI (2 LITES OF I /8"HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523 "_1 ham_ I 865" .050" 7116" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" .423" 1.000" -i-j '-- .172" .870" . L .050" E.-.01 I— .569" 13/16" GLAZING BEAD MATL: 6063-T6 DWG# 7047 .125" .062" CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 --1 1.124"r.– .993" .289" Elf .040" T INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 1 2.701" .093" CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A PRODUCT RFV1SED as complying with the Florida Bidding Code Acceptance No E radon Date 140 CHG THIS SHEET B ADD 13118" I.G. GLASS & GLAZING BEAD 7/11/03 Oats: 12/17/02 Revisions: C Checked By/ NO CHANGE THIS SHEET Date: 1070 TECHNOLOGY DRIVE N0I(OMIS. FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Visibly Better PARTS UST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT MOdel: CA-740 NTS slum 11 m 12 DIM** *1 7045 -8 Rev: C Lucas A. Tamer, P.E. PE 958201 Mechanical • • ••• • • • . APPROVED WDOD33U .,. 1 1/2" OR MARE THICK (SEE NOTE 3) (SEE GEC °) • .'. ••• 1/4" MAX. SHIM ---- • • 1/4" MAX. SHIM .. • • : 317 R' tR 1/4" TAPCON • • • ••• ••• • • • APPROVED WOOD BUCK • • • • .HESS THAN 1 1/2" THICK #12OR #14 SCREWS (StE IIOTE 1 BELOW •� ittAD SHEET 1, NOTE 4) .•. • ••. • •• • • ••• • • • ••• •• APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM —•.-1 r- #12 OR #14 SCREWS APPROVED WVOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM --*- 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) ailii $611111111 1 MIN. +If3EDMENT OPE k UNIT F__ AMRAME TO WOOD BUCK 1 112" OR MORE THICK .11/4" MIN. EMBEDMENT iJlIT F —.1 1 1/2" �— MAIN. B NT FIXED UN ; FRAME vypoo .,BUCK 1 V2" OR MORE THICK .11 1/4" MIN. EMBEDMENT FIXED UNIT.FRAME TO CONCRETE W/ WOE BUCKLES s THAN 1 law THICK 1/4" MAX. SHIM I 3/16" OR 1/47 TAPCOIJ (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1/4" MAX. SHIM 3/16s OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, S f L.L, AND JAMB. S +S iItl41yi9111111), NOTES: j 1 1/4" MIN. EDMENT OPERABLE UNIT FRAME TO CONCRETE _J 1 1 /4" MIN. EMBEDMENT FIXED W. ::T FRAME TO,CONCRETE PRODUCT REVISED *scompiyiag with the Fond. Defiling Code 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2e INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 VT OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL.. 3 INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. SOR QPTON NO NGE THi Ffi 0 CHANGE S$R' Visibly Better �^ NCHD :'AGE DE`TAILS ,-h�'mLlM/A JM CASEMENT WINDOW, IMPACT �aaao NT$ 12 a 12 7045 -8 RV* /o, 3 Luca A. Tamer, P.E. PE *68201 Mechanical ANCHORS: TYPE "B; "C" OR "0" BOTH ENDS TYP. MULLION W2 Wm Wt +W2 (2) WINDOWS MULLED TO_gETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ONPAGE5OF5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H • ••• • • ••• • • . .• •• • •• •• - • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • ••• • • • • •• • • •• • • • • • • • • • ••• • • • • • • • ••• • •• • • • • • • •• • • • • • • • • • •• • • �•� ••• ••• ••• • • • . • • ••• • _• �• • • •• ANCHORS;.' : : •I I TYPE. B ; _ "C" OR "D \ GLAZING j BOTH SAWS PRODUCT E H2 1 ,Y1 MULLION GLAZING PRODUCT H m H1+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ANCHORS: 1W E , "C" OR "D" BOT?I ENDS 1113. � MULUON N GLAZING PRDDucr GLAZING PRODUCT H1 1 w2 W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M 1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 /7/' Robert L. k, . P.E. #39712 Structural W "= W l +W2 +W3 H wit H1 +H2 MUL IPLE WINDOWS KILLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H 1 PODUCT REVISED slam ,i paw p -w Acceptance No » 0;0/.05 SOUTH FLORIDA BUILDING CODE APPROVED AS COMPLYING WITH THE Mk Division Dade uct Caattn) Roved 8y: Dote: Chkd By: Date: Revisions: Drawn 8y: P.J.P. Nt 44/28/00 Description: ARRANGEMENT DETAIL BY PRO = T • - 01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.00 - S t 2 .DS rrue: - 9f STD. WALL MULLION 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series/Model: Scats: Sheet: MULLS NTS 1 a 5 Drawing No. 6620 Rev: P.C.T. li MULLION MULLION CUP CUT FLANGES ow OF MULL CUP TO FORM A V -CHANNEL AND INSTALL AS SHOWN • • • • • ••• • • • • •„ • • ••• • . r-2" OR 4 "--j • ••• • • • • ••• • • • • • • • • •• • • • • • •• • gg • ••STTAG ERED'01!• OPPOSITE SIDES (SO AS Nar TO • • 170 •• • (( • 2 FFASTE VERSS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 •• • •• • • • • • FOR 7 " MULL i" P.Q.T. MULLMN TYPICAL MULL ON TO MULLION INSTALLATION TYPE "A", I--2" OR 4" /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 /12 WOOD SCREW (199/) MIN. PENETRATION INTO BUCK. UCK. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "B ", NOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL -TO -CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING. 2, REFERENCE TEST REPORT FfL -2902, 2903 AND 2975 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. ir/ y Z Robert L. Q 'P.E. P.E. #39712 Rtrruurzal WOOD BUCK 1_2- OR 4"--1 2.4 074 { /12 STAG FGERRED'ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 MIN. s' TAPCON (246/) . MIN. tj PENETRATION INTO . CONCRETE OR BLOCK • STRUCTURE: ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 „ZaCALAUJILOAMMISTUKSLaszgL .BUCK REMO ED FROM CONC. TYPE "C”, /12 F.H. S.M.S. STAGGERED ON OPPOSITE stars (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 MIN. 1}' TAPCON (2461) MIN. 1 PENETRATION INTO CONCRUE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY .APPROVED. SEE NOTE it u TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONVC. TYPE "D", PRODUCT REVISED aacomp1Tlag with do Florida Belding Cede Acceptance No C Espirallou Date APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA BY PR. •, T • • TROLDIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO DO— D 9 i 2 .t°r Revsd By: !Dote: Chkd By: rate: Revisions: Drawn By: P.J.P. Date: 4/28/00 Description: CLIP & INSTALLATION DETAIL rrtro: 1" STD. WALL MULLION 1070 TECHNOLOGY DRIVE' P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series/Model: MULLS Scale: NTS Sheet: 2 of 5 Drawing No. 6620 • • ••• • • • ... .. •• • •'•'• • • IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x b 14 1 x 4 x • • • • •••••• • ••• • • • • • •• • • • • • • • • • • • • •• • ••• • • • • • • • • • . • • • • • • • • • • • • • ••• • •• • .. • • • • • .• • • o • o • •• • •• • • • • •• •. • . •.� •� �• •• • • • • • ••• •• MIN. FROM ENDS (TYP) ' i 14 MAX Lq �� 1" MULL CLIP TWO (2) ANCHOR LOCATIONS •EXTRUSION DWG # 1099 4 MAX. 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG ,/i 1099 NOTES , L Cc Mee 1. REFERENCE TEST REPORT F?L- 2902,2903 AND 2975 , sviZ MIN. FROM END (TYP) 1" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG ! 1099 MIN. FROM r- END (TYP) Q•- 1" MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG iF 1099 PRODUCT REVISED as Bidding Cade with the Holds Acceptance No A 0 A' •05 Expiration Date ?L l[ BY Mb aai Dude Product Central Dlvisioti APPROVED AS COMPLYING WITH THE SOUTH RA IIE BY RAW I � PROi7Gf•F'OONTROL DIVISION BUILDING CODE COMPUANCE OFFICE xj r. %AtRG AIA 00 - 7 I2 • Q+S T INDUSTRIES Roved By: }Date: Chkd By: Date: Revisions: Drown By:. P.J.P. Date4/28/00 Description: 1" MULLION CLIP ANCHOR LOCATION Title: 1" STD. WALL MULLION 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series/Atodei: MULLS scot.: NTS Sheet: 3 o15 Crowing No. 6620 • 4 ••• • • •• • •• •e• •• •• • • • • . • • ••• -: • , • • ••• • • • • • • • • • • • ••• • • ••• • • • • • •• • • • • • • • • • 1 4 •• • • • ••• • • • • • •• • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • •(.. • • • • • • 1 . • ) .8 • • •Typ • 1 x STD. WALL MULLS MAT'L: 6063-T6 NOTE: 1. REFERENCE TEST REPORT FTL - -2902, 2903 AND 2975 Robert L. ark, .E. P.E. #39712 Structural 8 (TYP) PRODUCT NEVIS= as cerplying with tie Florida Rafts Cede Aapac No a -0 .• Date %77i' -7 • Mk Dade Product Control Rend By: rote: Chkd By: bate: Drown P.J.P. Da m4/28/00 APPROVED AS COMPLYING WRFC THE SOUTH FI,Q [QA WJILD DATE JUN [fir 1t11 BY PRO' 4 -•- OLDIVISION 9UILDJNG CODE COMPLIANCE • , E ACCEPTANCE NO, OO'0`tla•aS Revisions: Description: PROFILES Titre: 1 f2 STD. WALL MULLION 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Series /Model: Scala: Sheet: MULLS NTS 4 of 5 Drawing No. 6620 Rev: 1 x2x.125 2 Anchors w 0 z • ••• . • ••. • • •••• ' OPE VINE **M i N II GRES 50 60 ( 70 80 1 90100 110 _._ 42 129 115 107 104 •*e3 103 :1 ©3 48 83 73 67 63 : 'Fr1 6t 50.625 70 61 55 54 57 49 44 41 60 41 35 31 29 24 21 _ . _ _ ._ 63 35 30 66 30 26 72 23 20 17 76 20 17 15 78 18 15 84 - _._. 90 96 - 108 ` -_111 _.. _ 120 1301 1601 103 103 103 61 39 3e •:r . 2Ts • .. • : 6. : •23: •'ai2•••71 19 18 18 61 49 49 38 38 25 25 20 20 17 17 61 1 x4x.125 4 Anchors 50 w 1 OPENING WIDTH IN INCHES 60 70 80 r 90 100 110 120 130 160 42 170 170 170 170 170 170 170 170 170 170 50.64� 170 _ 170 � 70 170 170 170 170 170 170 170 ., 2L. __,_ 170 170 170 170 170 170 170 170 5^_170 170 170 170 162 158 157 157 157 157 _60 170 170 157 143 134 127 124 122 122 _122 63_ 170 160 141 128 119 112 108 106 106 106 __ 66 ` 170 145 127 115 106 100 _ 72 142 120 105 95 87 81 76 120 102 90 81 78 111 94 83 74 84 88 75 65 59 90 72 60 53 47 96 59 50 43 38 35 32 30 108 41 35 30 1 1 38 32 28 144 17 92 92 72 71 61 59 55 53 42 40 33 31 27 24 18 16 16 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert L. P.E. #339712 9712 P.E. Structural Vertical Mull Mull Length ! �Opening__J Width Horizontal Mull Opening L • F-- Mull —1 Length Multiple Mulled Units Mull Length Opening Width INDUSTRIES Raved By: Date: Chkd By: Dote: Revisions: PRODUCT MIRED as complying arkb dm Rodin Durlding Code Acceptance No on Date Dade net Control DivIelon APPROVED AS COMPLYING WITH THE SOUTH F4PRIQIlIU1laDI ire D t. J�IJJ�n i 1 jj BY 7/i7hlll� !, PRO 01. DIVISION BUILDING CODE COMPLIANCE OFFICE ArCPTANCENO 00 -o"?. t. or Drown Fly: P.J.P. Dote4 /2 %0 Description: PRESSURE CHARTS •11 STD. WALL MULLION 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series /Model: Scale: Sheet: MULLS NTS 5 of 5 Drawing No. 6620• • • ••• • • • 1.� • e •• •• • O. • ••• • • •. GENERAL NOTES; • • •:• • - 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE HVFgg, ;•• FLORIDA BUILDING CODE. • • 2) WOOD BUCK, STEEL OR WOOD FRAMING TO • BE'• DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK. 'OR • • FRAMING IS RESPONSIBILITY OF ARCHITECT Off' RECORD. • • • •' • .. •• • •. • 3) ' PRODUCTS ARE APPROVED FOR USE WHERE LARGE MISSILE IMPACT RESISTANCE IS REQUIRED. IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED, 4) SEE DESIGN PRESSURE TABLE AND APPROVED CONFIGURATION TABLE SHEET 1. • • • • • ••• ••• • •. • • • • •• ••••. • •••• •••• • • •• •, •• ••• • • • ••• •• • • • 239.250° TESTED WIDTH 52.250" MAX. D.L.Q. w z --- 96" TESTED APPROVED CONFIGURATION TABLE 2 TRACK XO OX, XX, OXO, OXXO XXXX, PX XP, PXX, PXXP PXXXXP 3 TRACK XXX OXX XXO OXXX XXXO, XXXXXX OXXXXO, OXXXXXXO PXXX XXXP, PXXXXXXP 4 TRACK XXXX, OXXX, XXXO, XXXXXXXX, OXXXXXXO, PXXXX, XXXXP, PXXXXXXXXP 6000 OXXX SLIDING "BOR" PANEL (FIXED) "El" PANEL (ACTIVE) "AI" PANEL (ACTIVE) "BO" PANEL (ACTIVE) GLASS DOOR 2 TRACK = 61 5/16" X 94 5/16 = 62 1/1.6" X 94 5/16" = 61 5/16" X 94 5/16" = 61 5/16" X 94 5/16" EET 1 TABLE OF SHEET DESCRPTION ELEVATION St GENERAL NOTES EL ATION GENERAL NOTES DETAILS TRACK. + R° CA►L CROSS SECTIONS TRACK ,TI CAL CROSS SECTIONS 4 TRACK VERTICAL CROSS SECTIONS 2 'TACK H AL CROSS SECTIONS 3 TRACK HORIZONTAL CROSS SECTIONS 4 TRACK HORIZONTAL CROSS SECTIONS 3 4 TRAC HORIZONTAL CROSS SECTIONS NG DETAILS BI 1. OF MATERIAL' COMPONENTS ENTS Per Dads Mier dated 12/03/04 SYN REVISION 12/29/ D4 DRI. DATE BY jiff t (V( (Cr Erlo S.Nleeaen Florida P. E. No. 41323 P1ro60 c t l Tuc Winter Pork, Florida 32788 FBPE CerUfleate of Authosizollon NO. B881 WEEP HOLES 1" x 3/16" TYP. Approved as d0 «lul dor WINDOOR, INC. 1978 STANHOME. WAY, ORLANDO, FL 32804 " SERIES 8000 SGD LARGE MISSILE 5080 PANELS ELEVATION AND GENERAL NOTES . PREPARED EM Ptadtiat T•adnof.pir Co,pa,allob Phone 407.622.0334 Fait 407.622.6330 MUM 09/13/04 o>YO. WIN000B1 SWEET: 1 OF 14 DESIGN PRESSURE TABLE PANEL SIZES 1 1 2" SILL RISER 2 1 4" SILL RISER 3" SILL RISER 3 1 2" SILL RISER 4" SILL RISER ALL 6 8" HIGH PANELS +40 -120 +60 -120 +80 -120 +100 -120 +120 -120 42" X 96" OR LESS +40 -120 +60 -120 +80 -120 +100 -120 +120 -120 42 -1 8" TO 48" X 96" +40 -115 +60 -115 +80 -115 +100 -115 48-1 8" TO 60" X 96" +40 -100 +60 -100 +80 -100 +100 - 1 00 +100 -100 EET 1 TABLE OF SHEET DESCRPTION ELEVATION St GENERAL NOTES EL ATION GENERAL NOTES DETAILS TRACK. + R° CA►L CROSS SECTIONS TRACK ,TI CAL CROSS SECTIONS 4 TRACK VERTICAL CROSS SECTIONS 2 'TACK H AL CROSS SECTIONS 3 TRACK HORIZONTAL CROSS SECTIONS 4 TRACK HORIZONTAL CROSS SECTIONS 3 4 TRAC HORIZONTAL CROSS SECTIONS NG DETAILS BI 1. OF MATERIAL' COMPONENTS ENTS Per Dads Mier dated 12/03/04 SYN REVISION 12/29/ D4 DRI. DATE BY jiff t (V( (Cr Erlo S.Nleeaen Florida P. E. No. 41323 P1ro60 c t l Tuc Winter Pork, Florida 32788 FBPE CerUfleate of Authosizollon NO. B881 WEEP HOLES 1" x 3/16" TYP. Approved as d0 «lul dor WINDOOR, INC. 1978 STANHOME. WAY, ORLANDO, FL 32804 " SERIES 8000 SGD LARGE MISSILE 5080 PANELS ELEVATION AND GENERAL NOTES . PREPARED EM Ptadtiat T•adnof.pir Co,pa,allob Phone 407.622.0334 Fait 407.622.6330 MUM 09/13/04 o>YO. WIN000B1 SWEET: 1 OF 14 • ••• • • • ... • • • • • • • • • • • • • • • •.• • • • • ... .. • • ••• ... • ... • • • .. • a 239.250" TESTED W IDTH 52.250" MAX. DLO, .... • • .... • • •• .. • • • P 4 296.310" TESTED WIDTH 52.250" MAX. D. L.O. "01 " P EL (FIXED) "Al " PANEL (AC) "C" PANEL (ACT WE) "AOR" PANEL (ACTIVE) 1 5/16 X945/16 61 5/16" X 94 5/16" 61 5/16" X 94 5/16 61 5/16 °" X 94 5/16" WEEP HOLE 1" X 3/16" TYP. EPP,P. PX} ,LijD: S DQ TR "CN" PANEL (ACTIVE) = 61 5/16" X 94 5/16 "01" PANEL ACTIVE) = 61 5/16" X 94. 5/16 °, "C2W ` PANEL :ACTIVE) ® 61.5/16" X 94 5/16" "A'DF " PANEL WA :) = 61 5/16" X 94 5 16" WEEP HOLE 1" X 3/16" TYP. IMIIINIIINIIIIMIMMIIIIIIIIIIIII IIIIMI C3 GA r Ito, WINDOOR, INC, 19 76 ST HOME WAY O .. LANO FL 3 804 SHIES S ILE PANELS pie S. MOM Florida P. E. Ida.. 41 324 Pr cfta t Teehnmlaty ..., , z, fan 1150 Loukeksrna :4vL° u Winter :`'ark, Florida 3%7t� FEW Chertilicato oP AutNartgaglosq anannwtre 09 13 04 Photo 407 2 OF 14 • • • • • • • • • • • 40'. • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • • • • • • 18" MAX. 0,C, FOR 3 ac* 4 TRACK 18" MAX, Q.C. • • • • •• • • ••• 13" Mk,. 6,c, FOR 2 TRACK . • • • • • • • • • . • • •• • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0,C. MAX. 18" MAX. O.C. FOR 3 & 4 TRACK 13" MAX. O.C. FOR 2 TRACK C+1 1'1 NT ce ce ce o L. LI- L.LI 0 . (.4 (3 d# ci 0 ci 0 INSTALLATION ANCHORS (SEE NOTES 3, 4 & 5) g PO 03 SERIES 8000 OW REINFORCED SUDING GLASS DOOR SEE NOTES THIS SHEET HOOK STRIP 18" MAX, 0.0 INSTALLATION (SEE NOTE 6) ) SHIM AS REQUIRED AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 2) ANCHORS REQUIRED AT EACH ANCHOR LOCATION SHOWN ARE AS FOLLOWS: FOR 2 TRACK FRAME, TWO (2) ANCHORS; FOR 3 TRACK FRAME, THREE (3) ANCHORS; FOR 4 TRACK FRAME, FOUR (4) ANCHORS. 3) CONCRETE OR MASONRY SUBSTRATE WHERE ONE BY, NON —STRUCTRUAL, WOOD BUCKING IS EMPLOYED, USE 1/4" DIAMETER, RAWL TAPPER CONCRETE SCREW ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM OF 1 1/4" INTO CONCRETE OR MASONRY. 4) WOOD FRAME SUBSTRATE, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1/2" INTO WOOD FRAMING. 5) STEEL STUD SUBSTRATE, USE 1/4" TAPPING SHEET METAL SCREWS OF SUFFICIENT LENGTH TO PENETRATE BEYOND THE STEEL FRAMING A MINIMUM OF THREE PITCHES OF THREAD, 6) HOOK STRIP ANCHOR SPACING 5.7" O.C. MAXIMUM SERIES 8000 PXXXX REINFORCED SUDING GLASS DOOR SEE NOTES THIS SHEET WINDOOR, INC. 1978 STANHOME WAY ORLANDO FL 32804 SERIES 8000 SOD LARGE -M WILE 5080 PANELS NO ON MI 103 N111111111111111111111111111111111111111111111111 NM =MI II II El, IIIIIIIINNIIIIIIIIIIIIIIIIIIIIIIIIIII Par Roo tor d igolvo. ItiVISION OgrE (t1(er Elio 6. Nio Ian Florida i, K. No. 41323 Produet Toottnoloqy Caliendo 1160 ii$401414011 Ave., sura 6 MOW Park Flativia 32786 POPE Wale* Authertaltloh NO. 6181 Pititat Pima 407.112=134 9AI mow ∎ 19 w t' $ +lf CONCRETE OR MASONRY \ BY OTHERS , 1 1/4" Mft,1. EMBEbMEN "` • • •• • • • • • ••• •• •• • • • • ••••• • • •• • • •• • • • • • • • • ••••••• •••• • • • •• • ••• • •• •• •• ••• • • •• • • ••• • ••••• • • vNg•$i•'w0' ©b•• SHIM AS REQ'D (SEE NOTES ON SHEET 3) BUCK BY. OTHERS `•• • • s •• ••• •• • • .. • • • • • A• • • • • • • ••• •• /T1NC, BY FRAMING BY OTHERS ,s1 ,r?f • • 1 /4" MAX SHIN SPACE I SHIM AS REQ'D (SEE NOTES ON SHEET 3) 20 GA. TWO BY STEEL FRAMING BY OTHERS (SEE NOTE 5 SHEET 3) 1 1/2" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE SHIM AS REQ'D (SEE NOTES ON SHEET 3) FIXED PANE-. 1/4" MAX. SHIM SPACE SEE GLAZING DETAILS SHEET 10 SECT IO ...D EXTERIQR SET C 0 1 1/4" MIN. EMBEDMENT 4 4 d 4 lI WINDOOR, INS 78 STANHOME WAY, ORLANDO, EL 32804 SERIES 8000 SCO LARGE MISSILE 5080 PANELS TRACK VERTICAL. CROSS SE Qt' S CONCRETE BY OTHERS Erlo S.':Nte Florida P. E. No. 41323 n Pro 1TGoo111:01 w.CM ca Motor Park, Florida' 32789 FBPE O rtifts a of AutHortzogon NO. III 301, 'dl;,l 1,1.1!1 ildl MI REVISION _, Erlo S.':Nte Florida P. E. No. 41323 n Pro 1TGoo111:01 w.CM ca Motor Park, Florida' 32789 FBPE O rtifts a of AutHortzogon NO. III 301, 'dl;,l 1,1.1!1 ildl 1 1/4" MIN. EMBEDMENT :coNe'�e : • • ••• OR MASONRY ;'pr.'OfFIliE' • • • •• ONE: 6 bl l�`I! M7Y !ATlICDC! ° , '1.Jrl! :BX; ©T; R.w° 20 GA. TWO BY STEEL FRAMING SHIM AS 'REQ'D BY OTHERS (SEE NOTES ON (SEE NOTE 5 SHEET 3) ON SHEET 3) WOOD FRAMING—; BY OTHERS SHIM AS REQ'.D (SEE NOTES ON ( 70 SHEET 3) 1/4" MAX. SHIM SPACE 1 1/2" MIN EMBEDMENT E2SIE6►Q.B 1 /4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE SHIM AS REQ'D (SEE NOTES ON SHEET 3) E EXTERIOR 5FCT1ON 1, CONCRETE BY OTHERS 1 1 /4" MIN. EMBEDMENT NO 1111111 �.' VOA REVISION RAU SECTIONS El10 8. NT. i�lortda �; E. No. 41323 Product Teohnplop' Corperaticn 1180 laulelona Ave. Ite $ Winter Pork, Florida 32789 FIVE C.rllneate of Authorisation No. 8881 • • ••• • • • ••• •• •• • • • ••.•. • CONCRETE OR MASONRY BY OTHERS ONE BY WOOD BUCK BY OTHERS • • • • • • •.•.• • • • ••• • ••• • • • • ••• • •. • •••. • ••• • •• • • • • • • • •• • • •. • • • • • . • • .• •• • • • • 20 GA. TWO BY STEEL FRAMING BY OTHERS (SEE NOTE 5 ON SHEET 3) .• • • • •• ••• •• • • • •• • • • • • ••• •• 1/4" MAX. SHIM SPACE 1 1 4 MIN. EMBEDMENT SHIM AS REQUIRED (SEE NOTES ON SHEET 3) 1/4" MAX.J SHIM. SPACE SHIM AS REQUIRED (SEE NOTES ON SHEET 3) EXTERIOR SECTION U SHIM AS REQUIRED (SEE NOTES ON SHEET 3) WOOD FRAMING BY OTHERS SECTQN. T MOVING PA EL 1/4" MAX. SHIM SPACE EXTERIOR 1/4" MIN. MBEDMENT WINDOOR, INC, 1978 STANHOME WAY, ORLANDO, FL 32804 ES S 0 SOD E SSI a= Q PANELS CONCRETE BY OTHERS SCTN S lf"ti' Erlo Florida P. E. Ne. 414 Product Toth C 11 SO l.oui'iant Wlntor Park,. Florida 4 TRACK VERTICAL, CROSS SECTIONS A Per C titer dated I2/03 /04 SYM REVISION DA' lf"ti' Erlo Florida P. E. Ne. 414 Product Toth C 11 SO l.oui'iant Wlntor Park,. Florida 4 TRACK VERTICAL, CROSS SECTIONS • • ••• . .. .. • • • ..... • • • ••• 1 1/2" MIN. EMBEDMENT WOOD FRAMING BY OTHERS • • • • • • .. . ...... • . ... 1/4" MAX. SHIM WOE • • • ... • • • • .. ... • • • 1 •. . • • • •. • ... ., ••• ... • • 1/4" MAX. SHIM SPACE --1 1/4" MIN. EMBEDMENT CONCRETE OR MASONRY BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) EKiEB1Qe SECTION E SHIM AS REQ'D (SEE NOTES ON SHEET 3) (SEE NOTE 5 ON SHEET 3) 20 GA. TWO BY STEEL FRAMING BY OTHERS 1/4" MAX. SHIM SPACE SECTION H MEMO Emma REINFORCED DOORS SFI T(QN r SECTION PJREL CONST u. QtJ EACH PANEL HAS COPED &. BUTTED. CORKERS. EACH CORNER IS FASTENED TOGETHER WITH TWO #10 X 1 1/4 SS PAN HEAD SCREWS. ONE BY WOOD BUCK BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) SEE GLAZING DETAIL SHEET 10 , EXTERIOR SECTJQN F WINDOOR. ,I C 1978 STANHOME WAY, ORLANDO, FL 32804 c S F IES 8000 D LARGE M 5080 P NELS Frio S.• Woo Florida P. E. No. 41323 Product Technology Corporator 1150 Loulalonn Aw., Sufte 8 Winter Park, Florida 32789 FBPE CdrUFioate of AuthorbroSon WO. B 51 T Photo 407=2=4 1 1/2" MIN. EMBEDMENT WOOD FRAMING BY OTHERS • • ••• • • • ••• 1 /4" MAX. SHIM SPACE ••• 1 : •:• • •.• • ••• • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • MAX. SHIM SP --1 1 /4" MIN. EMBEDMENT CONCRETE OR (MASONRY BY OTHERS • • •• .• EXIEEM EXTERIOR SHIM AS REQ'D. (SEE NOTES ON . SECTJQN N SHEET 3) SHIM AS REQ'D (SEE ' NOTES ON SHEET 3) (SEE NOTE 5 ON SHEET 3) 1 /4" MAX. SHIM SPACE 20 GA. TWO BY STEEL FRAMING BY OTHERS SECTION 0 EXTERIOR SECTION Q EXTERIOR SECTION R SECTION 1 PANEL QONSTRUCTIQN EACH PANEL HAS COPED & BUTTED CORNERS. EACH CORNER IS FASTENED TOGETHER WITH TWO #10 X 1 1/4 SS PAN HEAD SCREWS. A Per Dads Lear doted 12%004 SYM REVISION ONE BY WOOD BUCK BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) .1 .4 as sereplyieg Dees i r> 1t%1M '0r say, 1. WINDOOR. INC. 1978 STANHOME WAY, ORLANDO, FL 32804 IntE2 SERIES 8000 SGD LARGE MISSILE 5080 PANELS 3 TRACK HORIZONTAL CROSS SECTIONS 2�! Eric Florida P. E. No. 41323 Product Technology Corporation 11$0'. Louisiana Ave., Sulte 8 Winter Park. Florida 32789 FBPE Certificate of Authorisation NO, 8381 09/13/04 WIND0081 8 OF 14 CONCRETE OR MASONRY BY OTHERS (SEE NOTE 6 ON SHEET 3) 1 1/4" MIN: EMBEDMENT WOOD FRAMING BY OTHERS SECTION W 1 1/4" MIN. } EMBEDMENT SECTION Z • • ••. • .•• • •• • • . • • • • • • • • • •• • • •. • • • •• • • • • • • • • • •••. • .. • .•.• • • ••• • • • •• • • • •. • • • •• • ••••.•• . • • ••• • • • . .•• • ••..•••• • • •• •. • •••• EXTERIOR 20 GA, TWO BY STEEL FRAMING BY OTHERS (SEE NOTE 5 ON SHEET 3) ECTIQN Y (SEE NOTE 6 ON SHEET 3) SECTION AA A Per Dad totter doted 12/03/04 SYM REVISION 12404 DATE itttl. BY W 1 /2" MIN. EMBEDMENT EMUS SECTION X WOOD FRAMING BY OTHERS SHIM AS REQUIRED • (SEE NOTES ON SHEET 3) PANEL,. CONSTRUCTION EACH PANEL HAS COPED & BUTTED CORNERS. EACH CORNER IS FASTENED TOGETHER WITH TWO #10 X 1 1/4 SS PAN HEAD SCREWS. 0., my. /Y,X.1; WINDOOR. INC. 1978 STANHOME WAY, ORLANDO, FL 32804 SERIES t#000 SGI) LARGE MISSILE 5080 PANELS Er10 Meson FIortdg R. E. No.. 413$3 Product Teohnoto CarpOratton 1 t5O LouI&ano Ave., utte 8 Winter Paris, Florida 32789 F8FE Ciartiftooto of Authorization NO. 8881 Product Toobadosy Corparatton Photo 407.622.5334 Pax 407622.6335 1 1/2" MIN. EMBEDMENT WOOD FRAMING BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) • • ••• • • • •.• •• •.• • • • •• •• .• • • • • • ••• • • • ••• • • • • • • • • • ••• • • • • .•. • • • • • •• • • • .• • • • . • ••. • •• • . . • • • • •• • • • •• • • • • • • • • • • • • • .e• • • . • .. • • • •• ••• •. EXTERIOR SECTION BB • • • • • • • ••• •• 1 1/4" MIN. --•.. EMBEDMENT CONCRETE OR MASONRY BY OTHERS 1/4" MAX. SHIM SPACE ONE BY WOOD BUCK BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) EXTERIOR SECTION CC EACH EACH TWO #10X 1 THREE #10 WOOD FRAMING BY OTHERS SEE NOTE 5 SHEET 3 SHIM AS REQUIRED (SEE NOTES ON SHEET 3) OR SECT ON DD FRAME ASSEMBLY FRAME HAS NOTCHED AND BUTTED CORNERS. CORNER IS FASTENED TOGETHER AS FOLLOWS: 1/4 SS PAN HEAD SCREWS ON THE 2 AND 3 TRACK. X 1 1/4 SS PAN HEAD SCREWS ON THE 4 TRACK. A Per Dads totter deed 12/03/04 SYM REVISION 17/29/04 ma. DATE BY t.. (v Eric, S. Nielsen Florida P. E. No. 41323 Product Technology Cor ton 1150 Louisiana Ave., utte 8 Winter Park, Florida 32789 FBPE Certificate of Authorfaatton NO. Beal WINDOOR. INC. 1978 STANHOME WAY, ORLANDO, FL 32804 TITLEI SERIES 8000 SOD LARGE MISSILE 5080 PANELS 4 K •` ZONTAL R e S SECTION 09/13 04 WIND0081 10 OF 14' • • ••. •• •• • • • • • .• •• . •�''''it''r'' .'''''S • • • ••• } • • • • • • • • • • • • • •. • • • • • ••• • ••• • • • • • • • • •• • • • • • • • • • • • • • ••• ••• • •• • • • • •• • • • •• • • • • • • • • • • • • • • •• • w• ••• •• • • • • • • • • • • .r • • �'��._ • • • •• • • • • • ••• •• 1" GLASS BITE i l I { 9/16" IMPACT GLASS O.A. CONSISTING OF: 1/4" HEAT STRENGTHENED; 0.075 VANCEVA; 1/4" HEAT STRENGTHENED GLAZING TYPE A GLAZING TYPE B 1" INSULATING GLASS O.A. CONSISTING OF: 7/16" TEMPERED; 0.075 VANCEVA (INSIDE LITE) 3/8" AIR SPACE; 3/16" TEMPERED (OUTSIDE UTE) A Per Oath tether chid 12/03/04 SPAS REVISION 12/2G/04 DATE ORL BY Eric S. Nielsen Florida P. E. No. 41323 Product Toohnolc9Y Corporation 1150 Louisiana Ave.. Suite B Winter Park. Florida 32789 FBPE Coats of Authorization NO. 811131 WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 SERIES 8000 SGD LARGE MISSILE 5080 PANELS GLAZING DETAILS Pice at Techcoleey 066061066 Phan 407.822.6334 P68 407.622.6338 X11 OF 1 4 • ••• • ••• • • • PART NO. FS -01846 FS -01845 FS -01885 S -02180 FS -02181 FS -02182 FS- 02071 BILL OF MATERIALS . DESCRIPTION MATERIAL PART NO. 2 TRACK FRAME HEAD WS NS 2 TRACK FRAME JAMB WS NS: : :. 2 TRACK SILL PAN WS NS : :• 2 TRACK INSERT WS 3 TRACK FRAME HEAD EXTRUDED AWN. A6063- E it7 ELim; A6063- EXTRUDED ALUM. A6063- EX R ECI.ALUM . A6063- A6063- KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK BILL OF MATERIALS DESCRIPTION FRAME ASSEMBLY SCREWS #10 X 1 1/4" PH F SS SILL ASSEMBLY SCREWS #8 X 1/4" PH F SS ROLLER INSTALLATION SCREWS #8 x 5/8" PH F SS PANEL ASSEMBLY SCREWS #16 X 1 1/4" F SS SCREEN ASSEMBLY SCREWS #8 X 5/8" PH TYPE F OLLER INSTALLATION SCREWS #8 X 3/4" TYPE F BAFFLES 4 T'R.ACK FRAME I EAD SILL PAN FS-02: 1871. FH -02165 4 TRAC NSERT XTRUDED ALUM. A6063- EXTRUDED ALUM. A6063 KEYMARK TOP RAI )TTO$ RAIL INTERLOCK LOCK STILE PLAT EXTRUD ALUM. A6063 EXTRU E ALUI. A6063- KEYMARK TP870 1 14 1088 -9000 TP876 ' W33351NK000 W33221NK00 W2 ,401NK W1 131NK v9988 NRAHP 468 2470 KEYMARK 01878 . FS- 01882. FS- 02210 FS- 01883 02 726 FS-02208 FH -02813 ASS STOPS 16" VERTICAL GLA S S RUDED SGD- 205 -CH EXTRUDED A LUM . A60.3- XTRUDED ALUM. A6063 FRAME _ STILE , JAMB NSERT L COVER EXTRUDED A U NS I 3/1 » - ' 4 -2 SCREEN INTERLOCK ADAPTER SWEE SCREEN STILE SCREEN ASTRAGAL FH -02300 FS -02629 FH -02625 FH -02626 F.H -02939 F 0264 FH- 01879 FS- 0230` 3 1/2" SILL RISER 4 1 4" SILL RISER ALUMINUM REI NFORCE ENT' BAR 1tt HORI ONTAL GLASS STOP .." VERTICAL GLASS STOP POCKET POOR HOOK STRI' BASE POCKET DOOR HOOK STRIP 13 ASE COVER OCKET OO4R HOOK S ' RIP EXTRUDED ALUM. A6063- EXTRUDED ALUM. A6063- EXTRUDED ALUM. A6063- EXTRUDED ALUM. A6063 EXTRUDED ALUM. A6063- EXTRUDED ALUM. A6063- EXTRUDED ALUM. A6063- EXTRUDED ALUM. A6063- KEYMARK KEYMARK KEYMARK IMPACT GLASS STOP VINYL OLYMPUS HANDLE SET TANDEM ROLLERS INTERLOCK BUMPER TOP /BOTTOM RAIL FINSEAL .187 x .350 WEATHER5TRIP FINSEAL .187 x .220 WEATHERSTRIPING ,187 x .400 WEATHERSTRIPING .187 x .130 GLAZING TAPE 1 4" x 3/8" PANEL HEIGHT AD]USTMENT HOLE PLUGS DUAL POINT MORTISE LOCK MORTISE LOCK THUMB TURN LOCK & KEEPER HANDLE NYLON PANEL GUIDE ROLLER FIBERGLASS SCREEN MESH SCREEN SPLINE SEALANT GLASS SETTING BLOCKS 9/16" OA CLEAR HS GLASS: 0.075 VANCEVA COMPOSITE VS02 INTERLAYER 1. " OA I. TEMP. GLASS: 7/16" TEMP.; 0.075" VANCEVA COMPOSITE VS02 INTERLAYER; 3/8" AIR SPACE; 3/16 TEMP. 4" DIA. RAWL TAPPER WOOD SCREW KEYMARK YMARK KEYMARK EYMARK EYMARK EXTRUDED ALUM. A6063 EXTRUDED ; L.WM. A6063- XTRUDED ALUM. A6063- t(EYMARK KEYMARK TAPPING SHEET METAL SCREW CHINE SCREW .50 X 2. 5" DUAL FINNED DUST PAD YMARK isilddra- A Pforeadsietter WAIN Pr Erie 5. Mclean Florida P. E. No..41323 Product Toohnalogy Corporation DRS 1450 Louisiana Aim, Sutte e DATE BY Winter Park, Florida 33789 FaPE Certificate at-Autiorication No. 6881 WINDOOR, INC. 1978 STANHOME WAY ORLANDO FL 32804 SERIES 8000 SOD LARGE MISSILE 5080 PANELS BILL OF WATERIALS Z.7iY 11 Pitons 407.822.63E rat 407.522.6335 12 OF 14 TWO •TRAGR• FIiAiviE ■J'AMB WS /NS TYP. WALL THICKNESS 0.075 TWO TRACK SILL INSERT WS TYP. WALL THICKNESS 0.075 3 TRACK FRAME HEAD TYP. WALL THICKNESS 0.075 3 TRACK FRAME SILL PAN TYP. WALL THICKNESS 0.080 la I 1.250 7.475 4 TRACK FRAME HEAD TYP. WALL THICKNESS 0.075 4 TRACK FRAME JAMB TYP. WALL . THICKNESS 0.075 3 TRACK FRAME SILL INSERT TYP. WALL THICKNESS 0.075 1 4 TRACK FRAME SILL PAN TYP. WALL THICKNESS 0.080 4 TRACK FRAME SILL INSERT TYP. WALL THICKNESS 0.075 PANEL TOP & ' BOTTOM RAIL TYP. WALL THICKNESS 0.080 PANEL INTERLOCK NP. WALL THICKNESS 0.080 h- 3.500 . i�kj•1"1'X +-seer �. FEMALE BUTT STILE TYP. WALL THICKNESS 0.080 A Per Cade lei dated 12/03/04 ‘ft Y(Or Erlo S. Nielsen Florida P. E. No. 41323 Product Technology Corporation efle . 1150 Louisiana Ave„ Sulte 8 Winter Park, Florida 32789 FBPE Certificate of AuthortmtIdn NO. 8581 WINDOOR, INC. 1978 STANHOME WAY ORLANDO FL 32804 'SERIES 8000 SID LARGE MISSILE 51080 OANELS COMPONENTS Phone 407.822.8334 For 407.622.8356 09 13/04 WINDO081 13 OF 14 9/16" VERTICAL GLASS STOP• 9/16" HORIZONTAL GLASS STOP • • ••• • • • ••• ••-•i i've! "ROLL BACKUP TYP. WALL ::• T i s:•4. i n • • •••• • • • • • • 1.450 • .• •• •• • • • • •6 •• • • • • •• • • 1'375 •• FRAME HEAD INSERT TYP. WALL THICKNESS 0.060 ro.a7s TH H.0.850 FRAME HEAD COVER TYP. WALL THICKNESS 0.050 -� 1.975 I--- i 1.135 FRAME JAMB INSERT TYP. WALL . THICKNESS 0.060 0.235 1 1 1.170 FRAME STILE JAMB INSERT TYP. WALL THICKNESS 0.060 0.710 FRAME SILL COVER TYP. WALL THICKNESS 0.050 3" SILL RISER TYP. WALL THICKNESS 0.060 �- 3.000 H 0.810 SCREEN INTERLOCK ADAPTER TYP. WALL THICKNESS 0.060 1.146 0.503 ii=E.ir SCREEN STILE TYP. WALL THICKNESS 0.062 SCREEN ASTRAGAL TYP. WALL THICKNESS 0.050 1.100 ---- SCREEN TOP /BOTTOM RAIL TYP. WALL THICKNESS 0.064 I-- 2.588 --I 1.144 1-1/2" SILL RISER TYP. WALL THICKNESS 0.060 1.500 �-- i E=3320.810 2-1/4" SILL RISER TYP. WALL THICKNESS 0.060 2.250 la 0.810 t 3 1/2" SILL RISER NP. WALL THICKNESS 0.060 3.500 0.810 t 4 1/4" SILL RISER TYP. WALL THICKNESS 0.060 4.250 -�. 0.810 REINFORCEMENT BAR TYP. WALL THICKNESS 0.250 1 -- 2.650 1.560 HORIZONTAL GLASS STOP -11.6251-- 0.22 1" VERTICAL GLASS STOP -i 1.6501-i oazs7 POCKET DOOR HOOK STRIP BASE TYP. WALL THICKNESS 0.075 --- 3.50 --I t 1.750 POCKET DOOR STRIP HOOK BASE COVER TYP. WALL THICKNESS 0.075 0.975 4.650- POCKET DOOR HOOK STRIP TYP. WALL THICKNESS 0.080 4.500 1� r 0.831 1'-. A Par Dade dtd 12/93/04 SYM REVISION 12/Z*/04 'DATE BY Eric S. Mule n Fk rldo P. E. No. 41.323 Product Taohnoiogy er r�oratton AvOoi Sadie Winter Pork, Florida 32789 FSPE Cer tificate of Authorization ice. 8881 WINDOOR, 1 . 1.978 STANHOME WAY, ORLANDO, FL 32804 SERIES B000 SGD 'LARGE MISSILE 5080 PANELS COMPONENTS PROMO SY: • • Product Technology CorpOndion Phone 407.E Fax . 407.8224339 DR": DRL SCALE N.T.S. A t1ATE: 09/13/04 faWIND0091 14rF.' 14 OF 14 • • ••• • • e ••• •• •7 • • '• •• •• • GENERAL NOTES: II1ICE.M T LEI IG GLASS DOOR 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) • ••• • ••• • •• A. 7/16" LAMI CONSISTING QF•(Q LITE.OF3116"411 44D GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORTS FTL x¢169 AND PIr41 t. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. C. 7/16" LAMI CONSISTING O ?( UTt 4Fa3116(ANNtALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR Seek AEE'SME LAXIMOM PVB. TEST REPORT FTL -4171. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL-4471. E. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. THE 7/16" LAMI COMPONENT IS ITEM C ABOVE. TEST REPORT FTL -4162. F. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. THE 7/16" LAMI COMPONENT IS ITEM D ABOVE. TEST REPORT FTL -4162. . G. 9/16" LAMI CONSISTING OF (2) LITES OF 1/4" HEAT STRENGTHENED GLASS WifiH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. 2. CONFIGURATIONS: SEE SHEET 6. 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. FOR MIAMI -DADE COUNTY ANCHORAGE REQUIREMENTS SEE SHEETS 13 AND 14. 5. OUTSIDE MIAMI -DADE COUNTY, REFER TO SHEET 14 FOR ANCHORAGE DETAILS AND REFER TO APPLICABLE TEST REPORTS FOR ANCHORAGE SPACING. 6. SHUTTERS ARE NOT REQUIRED. 7. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER, 8. REFERENCE TEST REPORTS: FTL -4159, FTL -4161, FTL -4162, FTL -4163 & FTL - 4171. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 -5 CONFIGURATIONS 6 VERT. SECTIONS 7 HORIZ. SECTIONS 8 -9 PARTS LIST 10 EXTRUSIONS 11 -12 ANCHORAGE 13-14 Amp revel clitt Rood By: F.K Oats: 6/25/04 Rev A CHG. NOTE2 Rand by: F.K Dated 8/16/04 Rods( c m 8 NO CHANGE THIS SHEET Roved Ey: off: ? K 10!7/04 nawey bater F.K. 6118/04 RevlaWx C Checked 13y. ADD GLASS TYPE G, 9/16* LAW 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.O. BOX 1529 NOKOMIS FL 34274 Visibly Better GENERAL NOTES AND MAP TO: ALUM. SLIDING GLASS DOOR, IMPACT Serlositiodek - SGD-70 Soak NTS Shoe 1 114 Mooing Iva 44064 Pz": I0,43' /G c- Lucas A. Twnor, P,E. PE 1158201 Mechanical mar F.K Rated EIF Raved*: FIG • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • • • • • • ••• ••• :`/%16 "1146M.r• • • •• • • •• • • • • • • • • • • • • 3/16" ANNEALED (OPf A) OR HEAD • STRENGTHENED GLASS (OPT. B) •••• • ••t• EXTERIOR • • • • • • a • • •. • • •• • •• • • •.0t0 SENTRYGLAS PLUS INTERLAYER 71-- 3/16" HEAT STRENGTHENED GLASS .591 NOM. GLASS BITE 7/16" LAMI GLASS (SGP) GLAZING OPTIONS A & B 7/16" NOM. 3/16" ANNEALED (OPT. C) OR HEAT STRENGTHENED GLASS (OPT. D) EXTERIOR Oak 8/25/04 8/18/04 Dakc 10/7/04 INTERIOR 7/16" AIR SPACE 3/16" TEMPERED GLASS 0 EXTERIOR 1 1/16" NOM. 3/16" ANNEALED (OPT. E) OR HEAT STRENGTHENED GLASS (OPT. F) .090 PVB INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED GLASS .591 NOM. GLASS BITE OR NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. .090" PVB INTERLAYER (SEE NOTE) -0-- 3/16" HEAT STRENGTHENED GLASS .591 NOM. GLASS BITE INTERIOR RevIslarar A 7/16" LAMI GLASS (PVB) GLAZING OPTIONS C & D 1 1/16" LAMI LG. GLASS GLAZING OPTIONS E & F 9/16" NOM. 1/4" HEAT STRENGTHENED GLASS 1/4" HEAT STRENGTHENED GLASS EXTERIOR INTERIOR .090 SENTRYGLAS PLUS INTERLAYER. Approved as eampb114 with Ir Florida Dale .591 NOM. INTERIOR NOA# GLASS BITE 9/16" LAMI GLASS (SGP) ® GLAZING OPTION G ADD GLAZING OPTION DESIGNATIONS NO CHANGE THIS SHEET RavIsfortx C ADD 9/18"LAM Damn 8y: Dot= Checked Sy. Date: F.K. 6/18/04 1070 TECHNOLOGY DRIVE NOKO IS, FL 34278 P.O.8OX 1529 NOKOMIS, FL 34274 GLAZING DETAILS Mgr ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better SGD•70 FULL Swat 2 ar 14 *swing 4406-1 Flew Lucas A. Ttimer, P.E. PE #56201 Mechanical •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • EXTENDED SILL (31/2 "), MAX' 96" WI) HIGH 150'0R. •' • ALL CONFIGURATIONS WITH AMAX. NOM. PANEL WIDTH OF 80" (5°) GLASS TYPE A 7/16" LAM! (iJ1(#:ANN.,:0410 P,•3118: HN. •• e ••• ••• :n SGoorhleIghf•• ••• Nom. Panel Width TABLE 1 FTL -4159 30" (26) 72" (8°) +70.0 80" (66) -70.0 +70.0', -7j, 84" (7°) :40" 90" (7°) 96" (8 °) •..0 • +70.0 -70.0 +70.0 -70.0 38" (3°) +70.0 -70.0 +70.4. • -7D.q • 't70.Q : -zao ,86.8 -66.8 +64.8 -64.8 42" (36) +62.6 -62.6 +56.7 -56.7 +53.9 -53.9 +50.7 -50.7 +48.2 -48.2 48" (4° +53.2 -53.2 +47.2 54" (46) +46.2 -46.2 +41.3 -47.2 -41.3 +44.4 -44.4 +42.3 -42.3 +40.6 -40.6 +39.4 -39.4 +37.1 -37.1 +34.6 -34.6 60" (5°) +41.7 -41.7 +37.6 -37.6 +35.8 -35.8 +33.1 -33.1 +30.9 -30.9 EXTENDED SILL (31/2"), MAX. 96" (8 °) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (5 °) GLASS TYPE B. 7116" LAMI (3/16" HS,.090 SGP, 3/16" HS) Nom. Panel Width TABLE 2, FTL -4163 48" (4°' Door Height 72" (6°) 80" (66) 84" (7°) 99(76) 96" (8 °) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 54" (46) 60" (5°; +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70,0 -70.0 +69.1 -69.1 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +66.2 -86.2 +61.8 -61.8 EXTENDED SILL (3 1/2"), MAX. 96" (8°) HIGH DOOR. TABLE 2A. ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (5 °) GLASS TYPE G. 9/16" LAMI (1/4" HS,.090 SGP, 1/4" HS) FTL..4163I +70.0 1 -70.0 EXTENDED SILL (3 1/2"), MAX. 96" (8 °) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4°) GLASS TYPE C. 7/16" LAMI (3/16" ANN.,.090 PVB, 3/18" HS) GLASS TYPE E. 1 1/16" LAMI I.G W/ 7/16" LAMI TYPE C. (3/16" TEMP., 7/16" AIR SPACE, 3/18" ANN.,.090 PVB, 3/16" TABLE 5. FTL -4171 FM-4162 HS) Nom. Panel width Door Height 72" (6 °) 80" (8h 84" (7°) 90" (76) 96" (8 °) 30" (2°) +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 36" (3) +76.6 76.6 +72.7 -72.7 +70.6 -70.6 +66.8 - 66.8 +64.8 -64.8 42" (36) +62.6 - 62.8 +56.7 -56.7 +53.9 - 53.9 +50.7 - 50.7 +48.2 -48.2 48" (4°) +53.2 - 53.2 +47.2 -47.2 +44.4 -44.4 +42.3 - 42.3 +40.6 -40.6 EXTENDED SILL (3 1/2"), MAX. 96" (8 °) HIGH DOOR. TABLE 6, ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) GLASS TYPE D. 7/16" LAMI (3/16" HS,.090 PVB, 3/16" HS) FTL -4171 +80.0 -80.0 GLASS TYPE F. 1 1/16" LAMI I.G W/ 7/16" LAMI TYPE D. FTL- 4182 +80.0 -80.0 (3/16" TEMP., 7/16" AIR SPACE, 3/16" HS,.090 PVB, 3/16" HS) IALEXTENDED SILL (3 1/2"), MAX. 120" (10 °) HIGH DOOR: TABLE 4. L SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4°) GLASS TYPE B. 7/16" LAMI (3/16" HS,.090 SGP, 3/16" HS) FTL-4161 I +60.0 -60.0 EXTENDED SILL (31/2"), MAX. 120" (106) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) GLASS TYPE A. 7116" LAMI (3/16" ANN.,.090 SGP, 3/16" HS) Nom. Panel Width • TABLE 3, FTL -4161 72" (6°) 80" (68) 84" (70) 90" (76) Door Height 96" (8 °) 102" (86) 108' (9 °) 114" (96) 120" (10° 30" (26) +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 36"(3°) +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 42" (36) 48" (4°) +60.0 -60.0 +56.7 -56.7 +53.9 -53.9 +50.7 -60.0 -50.7 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.9 -58.9 +58.2 -58.2 +48.2 -48.2 +46.3 -46.3 +44.6 -44.8 +43.4 -43.4 +42.1 -42.1 +53.2 -53.2 +47.2 -47.2 +44.4 -44.4 +42.3 -42.3 +40.6 -40.6 +38.3 -38.3 +36.0 -36.0 +34.4 -34.4 +33.1 -33.1 NOTES: 1. STANDARD 2 7/16" SILL LIMITS POSITIVE DESIGN PRESSURE TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHANGED. 2. REINFORCEMENTS NOT REQUIRED IN DOOR PANELS WITH GLASS TYPES C, D, E AND F (TABLES 5 AND 6). REINFORCEMENTS ARE REQUIRED IN DOOR PANELS WITH GLASS TYPES A OR B (TABLES 1, 2, 3 AND 4). Roved By: F.K. Rend By: F.K. R•ved Br. F.K. nay: F.K oat= 8/26/94 Draw 8116/04 Rte: A NO CHANGE THIS SHEEP B ADDED LAMI LG. GLASS RECIPE 10!7704 Poe 611W4 ADD TABLE 2A. 8/96" LAM/ I 1070TECHNOLOGYDRIVE NOCOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Cmormrran: DESIGN PRESSURES ALUM. SLIDING GLASS DOOR, IMPACT SerteslAtedek SGD-70 FULL 3 of 14 4406-1 lo/Vattc Lucas A. Turner, P.E. PE #08201 Mechanical • • ••• • • 0 ... NOTES: 1. SEE SECTIONS ON arEEIS f 8 A�IbI : 2. FOR APPROVED:CON I�J R2fFOMS SiE•4I EET 6. 3. FOR ANCHORAGt SE N(RES 4 AND 5, SHEET 1. Rend Ely: FK Reed eY F1( Raul Bs F.K • • • • ••• • • • .. .. .. • • .. • • • • .. • • •• ..... • • • • • . . . • • • . ... • • • POCKET D Er SEE MAX. WIDTH TABLE Ef 1 D. Data: 8!16/04 10/7/04 pX OR Xp • .. ... .. f 39 1/4" TYP. SEE MAX. WIDTH TABLE XOOROX E� POCKET M1 lC A{ 1 A 112 3/4" MAX. DAYLIGHT OPENING, TYP., FOR PANELS UP TO 4 FT. WIDE NOM. (DOOR HEIGHT - 7 1/4") 120" MAX. HEIGHT, TYP., FOR PANELS UP TO 4 FT. WIDE NOM. SEE MAX. WIDTH TABLE pXXXO OR OXXXp a.. 1 IB POCKET SEE MAX. WIDTH TABLE XXp OR p)X -a Gf Fr IG IB SEE MAX. WIDTH TABLE OXO 43 7/16" MAX. DAYLIGHT OPENING, NOM. 4FT.WIDE PANELS TYP. (NOM. WIDTH - 4 9/16") lA MAX.WIDTH TABLE CONFIG. DIM. pX or Xp 49 1/8" OX or XO 9613116" XX 9613/16" pXX or XXp OxS XXO or OXX pXXO or OXXp XOX 000 OXXO pXXXO or OXXXp XXXX pXXXX or XXX(p p)0 0 0000 • 96 1/4" 101 1/8" 149 3/8" 149 3/8" 148 13/16" 144" 144" 196 9/16" 1960 196 9/16" 196" 195 1/2" 196 9/16" Revisions: B ADD OPPOS CONFIG TO WIDTH TABLE' AND VIEWS NO CHANGE THIS SHEET NO CHANGE THIS SHEET Oren ' Cake Checked By Dam: F.K. 6/18/04 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1529 NOKOMIS. FL 34274 EXAMPLE ELEVATIONS, NOM. 4 FT WIDE PANEL Rim: ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better SGD•70 IA %S 4 ar 14 Thawing Na. 4406 -1 )7z- 104-Ay Lucas A. Turner, P.E, PE #582U1 Mechanical 1° // a aj er IB lC A{ 1 A 112 3/4" MAX. DAYLIGHT OPENING, TYP., FOR PANELS UP TO 4 FT. WIDE NOM. (DOOR HEIGHT - 7 1/4") 120" MAX. HEIGHT, TYP., FOR PANELS UP TO 4 FT. WIDE NOM. SEE MAX. WIDTH TABLE pXXXO OR OXXXp a.. 1 IB POCKET SEE MAX. WIDTH TABLE XXp OR p)X -a Gf Fr IG IB SEE MAX. WIDTH TABLE OXO 43 7/16" MAX. DAYLIGHT OPENING, NOM. 4FT.WIDE PANELS TYP. (NOM. WIDTH - 4 9/16") lA MAX.WIDTH TABLE CONFIG. DIM. pX or Xp 49 1/8" OX or XO 9613116" XX 9613/16" pXX or XXp OxS XXO or OXX pXXO or OXXp XOX 000 OXXO pXXXO or OXXXp XXXX pXXXX or XXX(p p)0 0 0000 • 96 1/4" 101 1/8" 149 3/8" 149 3/8" 148 13/16" 144" 144" 196 9/16" 1960 196 9/16" 196" 195 1/2" 196 9/16" Revisions: B ADD OPPOS CONFIG TO WIDTH TABLE' AND VIEWS NO CHANGE THIS SHEET NO CHANGE THIS SHEET Oren ' Cake Checked By Dam: F.K. 6/18/04 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1529 NOKOMIS. FL 34274 EXAMPLE ELEVATIONS, NOM. 4 FT WIDE PANEL Rim: ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better SGD•70 IA %S 4 ar 14 Thawing Na. 4406 -1 )7z- 104-Ay Lucas A. Turner, P.E, PE #582U1 Mechanical • • ..• • •.• NOTES: 1. SEE SECTIONS ON SI I E1:6 7,7S WD49� 2. FOR APPROVED VON FICi1t T1 tstS S MET 6. 3. FOR ANCHORAGE SEE NOTES 4 AND 5, SHEET 1. mar F!G mar: FX • ••. • • • • • •• • • • • • • • • • • POCKET D • • • ••• • • • • •• • • • • • • .•• • • • .• • • • • • • •• • • • • •••• • • • •• •.• •• .• • D • • • • • • • • • ••• •• IE SEE MAX. WIDTH TABLE 6/25/04 8/16104 pXORXp 391/4" TYP. Ar IB L_ SEE MAX. WIDTH TABLE XO OR OX R A Df POCKET --ip ci a a1 er IB Ai Le- SEE MAX. WIDTH TABLE pXXXO OR OXXXp lE °f b b ET -Ia POCKET SEE MAX. WIDTH TABLE XXp OR pXX 1 A 88 3/4" MAX. DAYLIGHT OPENING, TYP., FOR PANELS WIDER THAN 4 FT, UP TO 5 FT. WIDE, NOM. (DOOR HEIGHT - 71/41 1 96" MAX. HEIGHT, TYP., FOR PANELS WIDER THAN 4 FT. UP TO 5 FT. WIDE, NOM. Ff G IF E> Bf I A 1 I // I { 1 1B I SEE MAX. WIDTH TABLE oxo 55 7/16" MAX. DAYLIGHT OPENING, NOM. 5 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9116 ") lA MAX.WIDTH TABLE CONFIG. pX or Xp OX or XO )0X pXX or XXp 000 OX0 XXO or OXX . pXXO or OXXp XOX 000 OXXO pXXXO or 0000 XXX pXXXX or XXXXp 0000(p 0000 DIM. 61 1/8" 120 13/16" 120 13/16" 120 1/4" 125 1/8" 185 3/8" 185 3/8" 18413/16" 180" 180" 244 9/16" 244" 244 9/16" 244" 243 1/2" 244 9/16" Approved arse UL' Adeefloolor ADD OPPOS CONFIG TO WIDTH TAKE AND VIEWS Rend Ely FJ ta' Date: FIG 6118/04 Vale: 1017/04 Revitions B NO CHANGE THIS SHEET Revisions C NO CHANGE THIS SHEET awaked By: vas 1070 TECHNOLOGY DRIVE NOKCOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 EXAMPLE ELEVATIONS, NOM. 5 FT WIDE PANEL ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better see SW-70 Isca{KNTS sheet 5 of 14 awing No. 440 &1 c Lucas A. 713 Mar, P.E. PE #58201 Mechanical • • ••• • •• •• • • • •• •• _L-SECT. E /- C1. • =, • • • • • • ••• • • • • ••• • ••• `• •• • • • NIL • • • • • • • • • • • ',L. • • • • • • •• • • X POCKET. XI) (SHb141114 dR DX • • • • • -SECT. E -E,, -SECT. Et-p_ SECT. I -1 • i / / //i / /�'�� • ,-• ,,.//7/./////27/7/./ iiii/,70l XX SECT. D-D SECT. A A SECT. p-® $EC."cr Br. \.SECT. B -B SECT. 1 -t /./�/ // // % �im t • • _� ////////// / / //!/0 `Y OX (SHOWN) OR XO XX POCKET, pXX (SHOWN) OR XXp SECT. D -D l _- „SECT. C-C -_ SECT. D- D--`_� . 4 XX DOUBLE POCKET, pXXp SECT. E-E -\._ SECT. B -B--_ SECT. B-B -- _SECT. E -E -_ // '�'` g �'4 / `,`. 'fir' ,~`'. • . XOX SECT. G-G -- -SECT. B- B-\__ SECT. B-B SECT. G-G- `.r 000 ALL FIXED SECT. A -A --- SECT. B-B -\,_ SECT. F -F - -_SECT. G1 e r OXO W/ LEFT SLIDING PANEL (SHOWN) OR W/ RIGHT SLIDING PANEL SECT. AA SECT. b -D-\,_�` ,4 -SECT. F -F SECT. D-D-\. SECT. B-B-\. SECT. C-C \. _� SECT. A -A - _ SECT. B -B SECT. A-� SECT. F -F ._SECT. B-B- ,/ / / 4 — 'o� / /.mil j/ j�r// %//. /U////,/ /L/ _4E-SECT. E-E r OXX (SHOWN) OR XXO SECT. A -A /- SECT. H -H j- SECT. H -H ,-- SECT. A -A 0000 ALL FIXED SECT. C -C-\._ � .j -SECT. B-11_,./- SECT. A -A. • SECT. G-G -- SECT. B-B / / //L � ////;%/ ./ / / / / /i / / %/ // ��/ /�'i•�i. /� fib 0XXO SECT. C-C-% _ SECT. B-B SECT. D -D OXXX POCKET, OXXXp (SHOWN) OR pXXXO SECT. D- D- _SECT. B-B- -_ SECT. C -C-� j -SECT. B-B \ j _ j� %/. % / / / / / / % / / / / / / / / /// / '1/////i /ii /ii //i// / ,iii ii /iii Ui/ // >• YY�r����YYYYYYYYY ,YYYY����rYY��� XXXX POCKET, pXXXX (SHOWN) OR XXXXp SECT. I -1 -- _,SECT. B -B-- SECT C -C-\._ � SECT. E-E 1 (--SECT. B-11_,../- SECT. I -I , Ai XXXX \\ VA yyV' avtyy yvyy' .\\\ `svVSNX.N. XXO POCKET, pXXO (SHOWN) OR OXXp NOTES: 1. SEE SECTIONS A -A, B-B, C -C , D-D AND E-E ON SHEET 8. 2. SEE SECTIONS F -F, G-G, H -H AND I -1 ON SHEET 9. Rend sr• F.K. Rend Ely: F.K Dore: W5104 A f -SECT. B-B f -SECT. D -D iiismasiviram INTERIOR (ALL CONFIG.) Nar EXTERIOR XXXX DOUBLE POCKET, pXXXXp Daft: 8/16/04 Road lir maw F.K. 10/7/04 map D F.K 6118/04 SWORN CORRECTXXI & OXO CONFIGS NO CHANGE THIS SHEET C . NO CHANGE THIS SHEET t$lookad Er 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P .T Visibly Better SGD-70 CONFIGURATION DIAGRAMS nax ALUM. SLIDING GLASS DOOR, IMPACT Scats: NTS Shook 6 a 14 flawing No. 4406-1 Row C fa /5” /c Lucas A. Tamar, P.E. PE #58201 Mechanical 0 •.. • • • ••• • • • • .. 0 • • • • • • • • • • • • • • • ... Reled By: El( Revad Sy: F.IG Rsned F.K TYP, VERTICAL SECTION SHOWING ONE ACTIVE PANEL AND ONE FIXED PANEL Dab: 8/25/04 : 8/10104 Date: 40/7/04 Ro A TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANELS ASTRAGAL SIDE RAIL Approved Date at, WOA# T%Jroi it ADD INTERIOR DESIGNATIONS Daiwa ey: Dabs 1= IG 6198/04 Rerktlarrw 9 Revisions: C NO CHANGE THIS SHEET NO CHANGE THIS SHEET awaked By: Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 VERTICAL SECTIONS ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better SGD-70 Scala 112 Sheet 7 a 14 4406-1 to4r/oV Lucas A. Turner', P.E. PE #58201 Mechanical • • ••• • • • ••• • • • • • • • • • • • •• •• • • • • • • • I�:tOLA:fEi* AT VERTICAL • b • EN R,:1•2e FROM TOP AND BOTTOM OF FIXED PANELS • •() REC'D • • •• • • • • •• • • • •• • • •• �••� OrX REINFORCEMENTS REQ'D W/ GLASS TYPES A OR B ONLY O or X SECT. A -A FIXED STILE AT JAMB (OUTSIDE) SECT. B -B DOUBLE & SINGLE INTERLOCK Raved By. F.K Revel By F.K. ReadBy: F.K. 6/25/04 paw: 8/18104 Date: 10/7104 SECT. C -C MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) Revisions: A i ct�dr,lu'Fa9'itr t—' •• EXISTING STRUCTURE SECT. D =D MOVABLE INTERLOCK AT P -HOOK REINFORCEMENTS REQ'D W/ GLASS TYPES A OR B ONLY SECT. E -E MOVABLE STILE AT JAMB (INSIDE) INTERIOR (ALL SECT.) EXTERIOR CHANGE SEC7C -C TITLE & REMOVE EXT KNOB fterlafeivc B NO CHANGE THIS SHEET &widow C NO CHANGE THIS SHEET Omen Dy: Date: Ceecked* Dam F K 6/1&04 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pic," Visibly Better SefiesftdrE SOD-70 HORIZONTAL SECTIONS Nag ALUM. SLIDING GLASS DOOR, IMPACT 1/2 mar 8 d 14 Dreailp No. 4406 -1 ROW C c Lucas A. Turner, P.E. PE 58201 Mediation! • • •.. • • • • •.• • •• . • • • •• •• • . • . .. • • REINFQRCgV1E rr qD NUT GLASS'TYPES•aVR B'ONLY • • • • • ... le ••• .. ••• • • • • • ENNIEL 121r, MI, % 11 iitr; % SECT. F -F MOVABLE TO FIXED ASTRAGAL (INSIDE) REINFORCEMENTS REQ'D W/ GLASS TYPES A OR B ONLY SECT. H -H DOUBLE & SINGLE INTERLOCK (FIXED) Rend By F.K. 0/25/04 Rawer new FIC 6/18/04 Roved By: Vale F.K. 10/7/04 onrwn Br b F.K. 6/18/04 LOCATED AT VERTICAL CENTER, 12" FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D SECT. G -G FIXED STILE AT JAMB (INSIDE) SECT. I -I MOVABLE STILE AT JAMB (OUTSIDE) A Re B Re Cheerer t C SECT F-F CHG TITLE & REMOVE KEY. SECT H-H CHG CLIP SCREWS NO CHANGE 77118 SHEET NO CHANGE THIS SHEET Oats: 1070 'TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM/S, FL 34274 HORIZONTAL SECTIONS CONTINUED T ALUM. SLIDING GLASS DOOR, IMPACT Vlsfbly Better 3 SGD-70 1/2 9 ar 14 Weft 44084 INTERIOR (ALL SECT.) EXTERIOR O2 Lucas A. Turner, P.E. PE #53201 Mechanical • • ... • • • ... ITEM DWG# 1 4302 PGT # : • ; DP.SCRIPT ON: : 612245 : :FPAmt WAD : •:- ITEM DWG# PGT # DESCRIPTION 2 4386 3 4303 4361 5 4314 6 4315 7P4386 SILL/HEAD WEATHER STRIPPING PAD 64303 . ...FRAME SILL .• 64361 : :- 3.640 bli_kik®11011: •. • •. •ADMTE'13,•FIXEEY'PtEL 612254 64315 THRESHOLD COVER 39 7 4385 8 4304 9 1155 -1 71164 , , HEAyY QLJTy 4_HQI,E BUMP STOP •. :al"b 1 • •. 612247 781 PQA : 10 4306 612249 44 X 1: LAMS: STL. QUAD/PHIL PAN HEAD PANEL SIDS 1 AIL 11 4383 64383 DOUBLE INTERLOCK 12 4399 64399 INTERLOCK 13 4398 64398 ASTRAGAL BASE 14 4380 64380 FEMALE ADD-ON 15 4381 64381 MALE ADD-ON 16 4305 64305 TOP & BOTTOM RAIL 17 4403 64403 P -HOOK FOR POCKET DOORS 18 4362 64362 FIXED PANEL CLIP 19 1235 67S16G 20 4393 67393G 21 720X112X 22 WSTP .170 X .270 BACK, FIN SEAL WSTP .400 X .270 BACK, FIN SEAL 1/4-20 X 1.50 PH. PAN HEAD S. STL. TYPE F 71420X114SHCSF 1/4-20 X 1.25 LG. SHCS S. STL. 23 71032X1FPFX #10-32 X 1" LG. PHILLIPS FLAT HEAD 18 -8 S. STL. RECESS ADAPTER MOUNTING SCREW & HANDLES 24 70834X 25 78X38PPT 26 71032INSERT 27 4357 64357M 28 4388 #8 X 3/4" LG. PHILLIPS PAN HEAD 18-8 S. STL. KEEPER MOUNTING SCREW #8 X 3/8 LONG PHILLIPS PAN HEAD TEK 10 -32 ALUMIN THREADED INSERT ALUM. REINFORCEMENT .500 X 1.500 MOVING/FIXED INTERLOCK END PLUG 29 4387 44387 30 4389 44389N ASTRAGAL BASE END PLUG LOCKSTILE END PLUG 31 4392 32 4392 7XXXIMD(BSW) TOP RIGHT STICKER COVER 7XXX4MD(BSW) BOTTOM RIGHT STICKER COVER 33 4392 7XXX3MD(BSW) TOP LEFT STICKER COVER 34 4392 35 1049 7XXX2MD(BSW) 71049 BOTTOM LEFT STICKER COVER TANDEM ROLLER 36 1636 72048 W,K,S 3/4" HOLE PLUG 37 7SGD4050 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS 38 Rend Br FX. Rind BF F.K Raved By: F.K. arm er: F.K 7SGD2889 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8 -32 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS (1) MORTISE LOCK LATCH & (1) KEEPER (1) STAINLESS MORTICE LOCK (1) ZINC DICHROMATE RECESS ADAPTER 8125/04 Date: 8!16114 lam.: 10/7104 A 40 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 3/1 6" H.S. 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" ANN. 41 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 42 1 1/16" LAMINATED GLASS 3/16" TEMP - 7/16" AIR SPACE - 3/16" ANN. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 43 1 1/16" LAMINATED GLASS 3/16" TEMP - 7/16" AIR SPACE - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 44 DOW CORNING 899 SILICONE GLAZING SEALANT 45 DOW CORNING 995 SILICONE STRUCTURAL SEALANT 46 1224 6TP247 47 1225 6TP248 49 4324 6534601 VINYL BULB WEATHERSTRIP (THICK) VINYL BULB WEATHERSTRIP (THIN) 7/16" LAMI GLAZING BEAD 51 4395 64395 1 1/16" LAMI 1.G. GLAZING BEAD 52 1267 71267N SETTING BLOCKS 1" X 1/2" X 1/8" THICK 53 749 7BRKTM25 54 4356 74356A 55 REINFORCEMENT SPRING CLIP FIXED PANEL ANGLE BRACKET 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 3/16" ANN. 58 9/16" LAMINATED GLASS - 1/4" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 1/4" H.S. 57 4375 64375 9/16" LAMI GLAZING BEAD 51 4317 812256 SCREEN TOP RAIL S4 4318 612257 SCREEN BOTTOM RAIL S7 4319 612258 SCREEN SIDE RAIL 811 4320 612259 SCREEN MEETING RAIL S14 4344 64344 SCREEN ASTRAGAL S15 4384 64384 SCREEN ASTRAGAL ADAPTER Approved w efthdo >s[!f 11,) �' ' YX.� r wr 11II1,'R, R B REVISE DESC IP. ACES 12,13,18,S1,84,87& 911 NO CHANGE THIS SHEET C ADD ITEMS 58 8 57 6118104 cosy: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1528 NOKOMIS, FL 34274 F 1" Visibly Better Detatage PARTS UST 77der ALUM. SLIDING GLASS DOOR, IMPACT SeMsaisdat SGD-70 NTS Shoat 10 .► 14 Thawing Mo. 4406-1 Rat C (.ucas A. Turnsi, P.E. PE #88201 Mechanical •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••. • 5.1'x•% • r-- .078 NOM. : • ••• • •• • •• • • • • .• • •. •• • • • •• • • •••• • • • • • • • • • ••• • • • • • • • • •• • • • • • • 1'619 ' . • • _ • • • • •i• •• 1 - FRAME HEAD MAT'L: 6063 -T5 DWG# 4302 r_ 1.986 .557 .062 NOM. - -►{N -- 6 - THRESHOLD COVER MAT'L: 6063 —T5 DWG# 4315 WALLS VARY FROM .060 TO 250 Rem IBy: F.K Revad Bps F.K R•vadSy: F.K Drawn 8y' F IC Dom: 6/25/04 OW": 8/16/04 Data: 10/7/04 2.048 11 - DOUBLE INTERLOCK MAT'L: 6063HS -T54 DWG# 4383 A 3 - FRAME SILL MAT'L: 6063 -T5 DWG# 4303 .078 NOM. i. 5.357 8 - FRAME JAMB MAT'L: 6063 —T5 DWG# 4304 WALLS VARY FROM .060 TO.125 1.235 12 - INTERLOCK MAT'L: 6063HS -T54 DWG# 4399 .062 NOM. t 3.500 4 - ADD ON SILL MAT'L: 6063 —T5 DWG# 4361 .062 NOM. 1.500 j-0— 1 2.591 16 - TOP & BOTT. RAIL MAT'L: 6063 —T5 DWG# 4305 WALLS VARY FROM .060 TO.125 .190 L 1.087 125 km— 2.000 --4.-1 T 17 - P -HOOK 13 - ASTRAGAL BASE MAT'L: 6063 -T6 DWG# 4398 MAT'L: 6063 —T6 DWG# 4.403 CHO ITEMS 12 & 13 NAMES 8 NO CHANGE THIS SHEET 8118/04 Revletaor C NO CHANGE THIS SHEET Ds 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 Visibly Better EXTRUSIONS ALUM. SLIDING GLASS DOOR, IMPACT Sedaviedel: SOD-70 e NTS Shfst 11 or 14 aaaa9ue. 44064 ioNAI Lucas A. Turner, P.E. PE #58201. M41%1114111 •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • •• • •• • • • • • .421 •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • • •• •• ••• •• • .062•OM. ••• •• • • • 5 - ALA) PTER, FIXED PANEL MAT'L: 6063 -T5 DWG# 4314 WALLS VARY FROM .108 TO .188 Reved F.K. sasy: F.K. Raved sr. F.K Dawn By: (+— 2.376 --al 11 1.644 .062 NOM. 10 - PANEL SIDE RAIL MAT'L: 6063 -T5 DWG# 4306 1.428 -7 1.700 __.[ 14 - FEMALE ADD-ON MAT'L: 6063 -T5 DWG# 4380 oa: 6/25/04 : 8/16/04 10/7/04 A .062 2.757 1.700 .109 AVG. WALL THK. 15 - MALE ADD -ON MAT'L: 6063 -T5 DWG# 4381 .062 NOM. 1.019 1.872 S11 - SCREEN MEETING RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4320 NOM. 1.993 .062 NOM. —1 1.019 [is— .062 NOM. 1.993 S1 - SCREEN TOP RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4317 S14 - SCREEN ASTRAGAL MAT'L: 6063 -T5 DWG# 4344 f 1.872 S4 - SCREEN BOTTOM RAIL S7 - SCREEN SIDE RAIL (SCREEN FRAME) (SCREEN FRAME) MAT'L: 6063 -T5 MAT'L: 6063 -T5 DWG# 4318 DWG# 4319 .060 NOM. f • 3.162 .063 NOM. 2.272 L 515 - SCREEN ASTRAGAL ADAPTER MAT'L: 6063 -T5 DWG# 4384 1.935 Q.800 18 - FIXED PANEL CLIP MAT'L: 6063 -T5 DWG# 4362 REVISE DESCRIPT. S1,S4,S7& S11 NO CHANGE 77-113 SHEET Pate 6/18/04 Revisions: C Ely: NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 113GT Visibly Better EXTRUSIONS Tar ALUM. SLIDING GLASS DOOR, IMPACT setegodek SGD-70 NTS 12 of 14 No 4406 -1 Lucas A. 1 uriler, P.E. PE #58201 Mechanical • • •.• • • • • .• HEAD AND SILL INTERLOCK & A&Y (IALi4N(iH(Ri x%16 L$MI (A, .090 SGP, H) B. 7/16 LAMI (H, .090 SGP, H) CLUSTER BY PANEL SIZE & GLA S TY E :. • • • • C. or &;:i116 ' LAMI (A,H) OR IN 1 1/16 LAMI 1.G G. 9/16" LAMI D. OR F. 7/16 LAMI (H,H) OR IN 1 1/16 LAMI I.G. (H,.090 SGP, H) NOM. PANEL WIDTH DOOR HEIGHT 72" (6°' i0%48�;•' 1341•,,r/ x'90" `� .. .'3�° (8 °) 102° (8°) 108" (9°) 1 114" (9y 1 120" (10°) ' •' • ' O i • • i ice' Z O Z U, N F- VJ to F= q= y i= �j F= 4j i sid61:65.4 2.64?g it.) (A'A� rA A•41' lift A A A A /CA A 'A AAA A 24" (2°) A A A A A A A A A A A A A N A B A A A A A A A A A A A A A A A C,E A A A A A A A A A A A A B A A A D,F A A A A A A A A 8 A B• A A A A A A A A A A A A A B 30" (2°) A A A A A A A A A A A A A A A A A A A A A A A A A B A A B C,E A A A A A A A A B A A B A D,F A A A A A A B A B A B B AAA A A AA AIA A AIAI•AIA BIAIAI44 8 A AIA B 36" (3°) A A A A B B B A A A A A A A A A A A A A B A A B C,E D,F A A A A B A A A B A A A 8 A A A A A A A B 42" (3) A A A A A A A B A A A B A 8 A A A B A A A B A A B B A A B B AIA A B A A A B A A B B A B B B A A Bf AIBIBICIA AAA BIAAIA AA B C,E D,F A A B A A A A B A 8 B A B B C A A B A A A A A A A A A A A B A A A B A A A A B A A B B B B C Bj 8 B B 8 C 48" (4°), A B 0,E D,F A A A A A A A A A A A B A B A B A A A A A A A B A B A B A B A C A A A A 8 A A A B B A B A 8 A C A A A A A 8 A B A B A B A C A C A A 8 A B A B 8 A B A A A B A B A A A A A A A A B A A A B C A 8 8 C A B B C A 8 8 C A C 54" (4) A A A A A A A A A A A A A A A A A A B,G A A B B A B C A B B C A B B C 8 B B C 60" (5°) A A A A A B,G A A B A 8 8 C A A A A A A A A A A A A C B B C 8 8 C C ANCHORS ABOVE ARE MIAMI -DADE COUNTY APPROVED 1/4" TAPCONS OR 412 SCREWS TABLE 7. INTERLOCK OR INTERLOCK OR l- _- ASTRAGAL CENTERLINE i'"— ASTRAGAL CENTERLINE I ` i a CLUSTER - (4) ANCHORS r-- Ogg 8, " -- CLUSTER - (6) ANCHORS INTERLOCK OR 1 ASTRAGAL CENTERLINE 1 A■ 1-- *. -"-t- 84" --i CLUSTER�C - (8) ANCHORS HEAD OR SILL ANCHOR CLUSTERS MIAMI -DADE COUNTY ANCHORAGE SPACING RE UIREMENTS: 1. TWO MIAMI -DADE COUNTY APPROVED 1/4" TAPCONS OR #12 SCREWS AT EACH HEAD, SILL AND JAMB LOCATION DETAILED IN NOTES 2 THROUGH 4. P HOOKS REQUIRE AA SINGLE ROW OF 1/4" TAPCONS OR #12 SCREWS AT EACH LOCATION DETAILED IN NOTES 2 THROUGH 4. 2. MAX. 96" HIGH DOORS W/ PANELS UP TO 48" WIDE. AHEAD 8 1/4" MAX. FROM CORNERS AND 16 318" MAX. O.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CENTERLINE. SILL 8 1/4" MAX. FROM CORNERS AND 46 3/8" MAX. O.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENTERLINE. JAMBS 8" MAX FROM BOTTOM AND 2611/16" MAX. O.C. P- HOOKS., 8" MAX. FROM BOTTOM AND 20" MAX. O.C. (1/4" TAPCONS), 16 5/8" MAX. O.C. ( #12 SCREWS). 3. MAX. 120" HIGH DOORS W/ PANELS UP TO 48" WIDE. AHEAD 81I4" MAX. FROM CORNERS AND 16 3/8" MAX. O.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CENTERLINE. SILL 8 1/4" MAX. FROM CORNERS AND 16 3/8" MAX. O.C. PLUS APPLICABLE CLUSTERS) FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENTERLINE. JAMBS 8" MAX FROM BOTTOM AND 26" MAX. O.C. P- HOOKS8" MAX. FROM BOTTOM AND 26" MAX. Q.C. (114" TAPCONS), 20 13/16" MAX. O.C. (#12 SCREWS). 4 MAX. 96" HIGH DOORS W/ PANELS UP TO 60" WIDE. 'HEAD81/4" MAX. FROM CORNERS AND 22 7/8" MAX. O.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CENTERLINE. SILL 81/4 "" MAX. FROM CORNERS AND 22 7/8" MAX. O.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENTERLINE. JAMBS 8" MAX FROM BOTTOM AND 2611/16" MAX. O.C. P- HOOKS8" MAX. FROM BOTTOM AND 26 11/16" MAX. O.C. (1/4" TAPCONS), 151/2" MAX. O.C. ( #12 SCREWS). By: Rem: F.K A Road Road By: F.K. Roma By: F.K. F.K. Drawn Dab: 8125/04 8/16/04 �: 10/7104 REVISE NOTES 2, 3 & 4 NEAR. REVISE TABLE B l C 6118/04 t edgy: NO CHANGE T7415 SHEET RECALC ANCHOR CAPACITIES, UPDATE SPACING NOTES & TABLE DOW: 1070 7ECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 39274 EtT_ Visibly Bet ter ANCHORAGE SPACING ALUM. SLIDING GLASS DOOR, IMPACT Serlailicidet SGD-70 118 fame 13 of 14 4406 -1 IC msr_ �7• •__, • +.iC�+R�1r - Ulm A. Turner, P.E. PE I01 Mechanical 1 1/2" MIN. —►j #12 SCREWS • • ••. • • • ... .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••••••• • •••• ••• • ••. • •• • ••• ...• .• • • ••• •• • • ..• • .. . • • • • • • •• •••• • • ••• • • • •• • • • •• ••• •• :2 VsUbd•' •' • :(Stf 000 2): ••• 1/4" MAX. SHIM —►I �--- EXTERIOR • 1/4" TAPCONS (SEE NOTE1) (CONCRETE) 1x WOOD BUCK (SEE NOTES 3 & 4) 1/4" TAPCONS (SEE NOTE 1) 1x WOOD BUCK (SEE NOTES 3 & 4) (CONCRETE) "'sr 1 1/4" • T °•� �: , . MIN. �� 1/4" MAX. SHIM EXTERIOR MIN. EXTERIOR TYPICAL FRAME HEAD INSTALLATIONS NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTYAPPROVED.TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE-ENGINEERED BY OTHERS AND TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4, WOOD BUCKS LESS THAN 1 1/2" THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE). EXTERIOR TYPICAL FRAME JAMB INSTALLATIONS (CONCRETE) (CONCRETE) 1 1/4" MIN. —0-1 1/4" TAPCON (SEE NOTE 1) Rend ay: Fit Rand By FJC vox EXTERIOR 1 114" MIN. 1x WOOD BUCK (SEE NOTES 3 & 4) 1/4" TAPCON (SEE NOTE 1) EXTERIOR EXTERIOR TYPICAL POCKET P -HOOK INSTALLATIONS R A 2x WOOD (SEE NOTE 2) EXTERIOR 1/40 MAX. r SHIM .1L T f1 1/2' MIN. GROUT MUST TRANSFER SHEAR LOAD TO SLAB 2x WOOD (SEE NOTE 2) EXTERIOR 1/4" TAPCONS (SEE NOTE 1) • (CONCRETE) 1/4" MAX. 1 1/4" MIN. L• TYPICAL FRAME SILL INSTALLATIONS 2x WOOD (SEE NOTE 2) 1/4" MAX. SHIM REMOVE SILL VIEW W/ 1x WOOD 8/16/04 R 0 Rowdily, Oak R FJC 10/7/04 C NO CHANGE THIS SHEET REMOVE MFR NAME, NOTE 1 Drawn 13y: Ddte: Cheated By: Dom: FJC 6/18/04 1070 TECHNOLOGY DRIVE NOKOMIS, PL 34276 P.O. 8QX 1529 NOKOMIS, FL 34274 IfiGar Visibly Better 8648464t ANCHORAGE DETAILS tt� ALUM. SLIDING GLASS DOOR, IMPACT sue: 1/4 swat of 14 Owing Net 4406-1 Lucas A. Turner, P:E. PE #5820.1 Mechanical 1 D.L. OPG. SEE SHEET 2 • • ••• • • • ••• ... • • • • • • • • • • • • • • ••• 7.L• OPG. • ••• SEE SHEET 2 • • .. • • • • • • • • • • •. • • • • • •• • • • • • • • • D.L. OPG. SEE SHEET 2 • SERIES S141-1715 ALUM W NNW WALL STOREFRONT SYSTEM IS RATED FOR LARGE MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -98 OR ASCE 7 -98 AS REQUIRED BY PREYAIUNG BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL. BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAU. DRESSING OR STUCCO. ALL STEEL: IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED, 2 OR 3 ANCHORS AT EACH SIDE OF MULLION -' SEE SHEET 4 FOR CAPACITY TYPICAL ELEVATION$ INSTRUCTIONSi USE CHARTS AS FOLLOWS. STEP 1 STEP 2 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHART ON SHEETS 4 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. 1 D.L. OPG. SEE SHEET 2 M n ! e !'.limm m! MI,i i a t!!!# M111111111M111811 I _ / r,�. _ •• • • • •• ••• •• '• • •• • • • • • ••• •• O t .1- — CT. / / % / / / / /• t i / / / �/ r \\\ SEE 'SMITH MOITAIN' IMPACT DOOR NOA FOR DOOR RATING & DETAILS. c N ce2 1—......---, tr.. • SERIES S141-1715 ALUM W NNW WALL STOREFRONT SYSTEM IS RATED FOR LARGE MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -98 OR ASCE 7 -98 AS REQUIRED BY PREYAIUNG BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL. BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAU. DRESSING OR STUCCO. ALL STEEL: IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED, 2 OR 3 ANCHORS AT EACH SIDE OF MULLION -' SEE SHEET 4 FOR CAPACITY TYPICAL ELEVATION$ INSTRUCTIONSi USE CHARTS AS FOLLOWS. STEP 1 STEP 2 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHART ON SHEETS 4 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. 1 D.L. OPG. SEE SHEET 2 M n ! e t ► 1 a � I _ / r,�. _ N I 1 O I 1 3" HEAD /SILL CORNERS 5• 22 7/8" MAX. SILL ammagigitenliMagellikeilliat SfRL T LIRE # F C.A.N. 8587 OCT 2 3 2003 0 In drawing no. W03-64 sheet of 7 100.0 94.8 1004 100.0 100.0 100.0 100.0 100.0 63.0 83.0 • • ••• • • • ••• GLASS LOAD CAPACITY - PS • • • • • ••• • NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'S' • • GLASS TI°PE' •GLASS TYPE• Yi D.LO. WIDTH 0.1.4. HEIGHT EXT.( +) ►NT.( -) EXT.( +) INT.( -) EXT.( +) 1Nt ( -) EXT.( +) INT.( •) 20° 28" 32" 38° 44° 50" 88" 80" 88" 74" 63.0 63.0 83.0 63.0 83.0 63.0 63.0 63.0 83.0 59.2 55.2 200 28" 32" 38" 50" 50" 56" 60" 88" 80° 63,0 83.0 63.0 63.0 834 82.1 54.7 MO 20" 28" 32" 38" 44" 56" 56" 60" 88° 86" 63.0 83.0 63.0 63.0 63.0 58.2 20" 28" 32" 38" 44" 50° 558" 60" 66" 92" 63.0 63.0 63.0 83.0 63.0 63.0 63.0 83.0 59.2 55.2 83.0 83.0 83.0 63.0 63.0 62.1 54.7 83.0 83.0 83.0 63.0 83.0 58.2 83.0 83.0 63.0 63.0 63.0 63.0 WWI 83.0 83.0 83.0 MID 63.0 63.0 83.0 63.0 83,0 63.0 63.0 83.0 83.0 63.0 83,0 63.0 83.0 63.0 63.0 63.0 to% • 100.0, 4 •JOQ4 90.0 • 90.0 • 90.0. • 90.0 90.0 90.0 90.0 90.0 90.0 00.0 90.0 90,0 • 100.0• 100.0 f0Q0 0• moo• 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 88.8 90.0 90.0 90.0 100,0 96.6 88.5 100.0 100,0 100.0 9rri • 9oc 90.0 99.0 :9Q.Q' • 9C.o: 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 00.0 •100 0• • 4400.0• .1000. 100.0 100.0 100.0 100,0 100.0 100.0 100.0 90.0 00.0 90.0 90.0 900 90.0 90.0 90.0 90.0 60.0 90.0 90.0 90.0 90.0 90.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 100,0 100.0 100.0 63.0 63.0 90.0 100.0 90.0 100.0 83.0 63.0 0.0 100.0 90,0 100.0 54.6 54.6 90.0 100.0 90.0 100.0 90.0 98.3 90.0 100.0 90.0 90.0 90.0 1004 82.6 " 82.6 90.0 92.8 1/4" ANN. GLASS .120° UVEKOL -LIQ RESIN 1/4° ANN. GLASS 1/4" ANN. GLASS .090" INTERLAYER SAFLEX/KEEPSAFE MAXIMUM 1/4° ANN. GLASS GLASS TYPE 'A' GLASS TYPE 'B' GLASS LOAD CAPACITY - PS, NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C'' GLASS TYPE 'D' D.L.0. WIDTH 01.0. HEIGHT EXT.( +) INT.( -) EXT.( +) 1NT.( -) EXT.( +) INT.() EXT.( +) INT.( -) 20" " 83.0 63.0 63.0 63.0 90.0 100.0 90.0 100,0 26" 63.0 83.0 63.0 83.0 90.0 100.0 90.0 100.0 32" 63.0 83.0 - - 90.0 100.0 90.0 100.0 38" 83.0 83.0 - - 90.0 100.0 90.0 100.0 44" 62.8 82.8 - - 90.0 100,0 90.0 100.0 50" - - - - 90.0 100.0 90.0 100.0 58" - - - - 90.0 90.3 90.0 100.0 60" - - - - 84.1 84.1 90.0 96.9 68° - - - - 77.4 77.4 88.5 86.8 20" 83.0 83.0 63.0 63,0 90.0 100.0 90.0 100.0 26° 63.0 63.0 83.0 83.0 904 100.0 90.0 1004 32° 38" 44° 50" 56° 80" " 104" 63,0 83.0 ••• - 90.0 1000 90.0 100.0 83.0 63.0 1 - - 90.0 _ 100.0 90.0 100.0 89.4 - - 90.0 100.0 90.0 100.0 - - - - 90.0 97.8 90.0 100.0 - - - - 84.9 84.9 90.0 99.3 - - - - 78.9 78.9 90.0 91.5 20" 28° 32" 38" 44° 80' 58" 110° 83.0 83.0 63.0 630 90.0 100.0 90.0 100.0 63.0 63.0 610 63.0 90.0 100.0 90.0 100.0 83.0 83.0 - 90.0 100.0 , 90.0 100.0 63.0 63,0 - - 90.0 100.0 90.0 - - - - 90.0 100.0 90.0 - - - - 90.0 93.1 90.0 - - - - 80.2 80.2 90.0 20" 26" 32" 38" 44" 50" 58" 63.0 83.0 63.0 834 90.0 100.0 90.0 63.0 63.0 - - 90.0 100.0 90.0 63.0 63,0 - - 90.0 100.0 90.0 116° 63.0 83.0 - - 90.0 100.0 90.0 - - - - 90.0 100.0 90.0 OOO Q - - - - 89.4 89.4 90.0 - - - 78.0 76,0 90,0 20" 26" 32" 38" 44" 50" 63.0 63.0 63.0 63.0 90,0 100.0 90.0 83.0 63.0 - - 90.0 100.0 90.0 120" 63.0 63.0 - - 90.0 100.0 90.0 83.0 83.0 - - 90.0 100.0 90.0 - - - - 90.0 100.0 90.0 - - - - 87.1 87.1 90.0 1/4" HEAT STREN'D GLASS .120" UVEKOL -LIQ RESIN 1/4° HEAT STREN'D GLASS GLAZING OPTIONS 5/16" HEAT STREN'D GLASS .120" UVEKOL -UG RESIN 1/4" HEAT STREN'D GLASS GLASS TYPE 'C' GLASS TYPE 'D' D.L.Q. D.LO. WIDTH WIDTH l 40 4 a a % (0. 1 o A BY - ;; • 0& duce t Cea� ;MT": A STRUCTURES . C A,N. 3 8587 OC rt 2 2 2003 0I t 4 '44 :4,1g O " a : aa V t8 ' �sM 8 61N a a 5 0 drawing no. W03 -64 s h e L 2 2 f L • ••• ••• MULLION LOAD CAPACITY - PSP : NOMINAL DIMS. WITHOUT REINFORCING RITE REINFORCING • WIDTH (W) 'FRAME HEI t, EXT.( +) INT.( -) EXT.( +) INT.( -) 24" 30" 36" 42° 48° 54° 80" 86" 72" 72" 75.0 75.0 90.0 100.0 • 75.0 75.0 90.0 . -. 1004 a 78.0 75.0 90.0 100.0 , • 75.0 75.0 90.0 100.0 75,0 75.0 90.0 100.0 75.0 75.0 90.0 100.0 " 75.0 75.0 90.0 100.0 78.0 75.0 90.0 ~ 100.0 75.0 75.0 90.0 100.0 24" 30" 36" 42" 48" 54" 80" 66" 72° 78" 75.0 75.0 90.0 100.0 75.0 75.0 90.0 100.0 75.0 75.0 90.0 100.0 75.0 75.0 90.0 100.0 78.0 70.0 90.0 100.0 75.0 75.0 90.0 100.0 75.0 78.0 90.0 100.0 78,0 75.0 90.0 100.0 - - 90.0 100.0 24° 30" 38" 42" 48" 54" 80° 88" 72" 84" 75.0 75.0 90.0 100,0 75.0 75.0 90.0 100,0 75,0 75.0 90.0 100.0 75.0 75.0 90.0 100.0 75.0 75.0 90.0 1004 75.0 75.0 90.0 100.0 75.0 75.0 90.0 , 100.0 - - 90.0 100.0 - - 90,0 100.0 24" 30" 38" 420 48" 54° 80" 56" 72" 75.0 73,0 90.0 100.0 75.0 75.0 90.0 100.0 75.0 75.0 90.0 100.0 75.0 75.0 90.0 100.0 90" 73.0 75.0 90.0 100.0 78.0 754 90.0 100.0 - - 90.0 100.0 - - 90.0 100.0 - - 90.0 100.0 240 30" 38" 42" 48" 54" 80" 86" 72" 75.0 75.0 90.0 100.0 78.0 75.0 90.0 100.0 75.0 75.0 90.0 100.0 75,0 78.0 90.0 100.0 98" 75.0 78.0 90.0 100.0 75.0 75.0 90.0 100.0 - - 90.0 100.0 - - 90.0 100.0 - - 90.0 100.0 24" 30" 36° 42" 48" 54" 80" 88" 75.0 75.0 90.0 100.0 75.0 75.0 90.0 100.0 75.0 75.0 90.0 100.0 " 75.0 75.0 90.0 100.0 102 75.0 75.0 90.0 100.0 - - 90.0 100.0 - - 90,0 100.0 - - 90.0 100.0 , • • • • ob • • • • • MUL�,IOIY LOAD CAPACITY - PSF • • NOMIIQAI' DIMS. " "' W WIPEOUT REINFORCING 1 11178 REINFORCING WIDTH (W) F FRAME HEIGHT EXT.( +) I IM'.( -) E EXT.( +) M MIT.( -) •• 2' ••• • ••• . . •• 7 75.0 9 90.0 1 100.0 ' "•78.0 7 75.0 9 90.0 1 100.0 '•-75.0 7 75.0 9 90.0 1 100.0 75.0 7 78.0 9 90.0 1 100.0 WITHOUT REINFORCING WITS REINFORCING Asurossee WIDTH 010 W1 +W2 - 2 SMITH MOUNTAIN DOORS SEE SEPARATE NOA 7 -'I I/ 1 W1 W2 W1 _ WIDTH (W) - W1 + W2 2 SMITH MOUNTAIN DOORS SEE SEPARATE NOA P -- A =-1 I 1'1 I y%/.A i� Iii �∎N hi iii 1�.� 11 //1 1 W1 _ W2 W1 WIDTH (W) - 21 + 42 INTERMEDIATE HORIZONTALS WIDTH (W) m W2 W1 + W2 2 SMITH MOUNTAIN DOORS SEE SEPARATE NOA WIDTH (W) Wt + W2 2 SMITH MOUNTAIN DOORS SEE SEPARATE NOA -�_aasa as s . y* 1,/! 11 \`.`! ANT IAA II //1 1 \ `. II / // I WI W2 W1 .. WIDTH (W) - W1 + W2 2 P 9 ' STRUOTIJR!S MLP.. PE # 18857 G.A.N. OCT 2 3 2003 t73 • A 2 a c0 c t drawing no. W03 -64 (sheet 3 0f7 W1 W2 W1 _ WIDTH (W) - W1 + W2 2 SMITH MOUNTAIN DOORS SEE SEPARATE NOA P -- A =-1 I 1'1 I y%/.A i� Iii �∎N hi iii 1�.� 11 //1 1 W1 _ W2 W1 WIDTH (W) - 21 + 42 INTERMEDIATE HORIZONTALS WIDTH (W) m W2 W1 + W2 2 SMITH MOUNTAIN DOORS SEE SEPARATE NOA WIDTH (W) Wt + W2 2 SMITH MOUNTAIN DOORS SEE SEPARATE NOA -�_aasa as s . y* 1,/! 11 \`.`! ANT IAA II //1 1 \ `. II / // I WI W2 W1 .. WIDTH (W) - W1 + W2 2 P 9 ' STRUOTIJR!S MLP.. PE # 18857 G.A.N. OCT 2 3 2003 t73 • A 2 a c0 c t drawing no. W03 -64 (sheet 3 0f7 W1 _ W2 W1 WIDTH (W) - 21 + 42 INTERMEDIATE HORIZONTALS WIDTH (W) m W2 W1 + W2 2 SMITH MOUNTAIN DOORS SEE SEPARATE NOA WIDTH (W) Wt + W2 2 SMITH MOUNTAIN DOORS SEE SEPARATE NOA -�_aasa as s . y* 1,/! 11 \`.`! ANT IAA II //1 1 \ `. II / // I WI W2 W1 .. WIDTH (W) - W1 + W2 2 P 9 ' STRUOTIJR!S MLP.. PE # 18857 G.A.N. OCT 2 3 2003 t73 • A 2 a c0 c t drawing no. W03 -64 (sheet 3 0f7 WIDTH (W) - W1 + W2 2 P 9 ' STRUOTIJR!S MLP.. PE # 18857 G.A.N. OCT 2 3 2003 t73 • A 2 a c0 c t drawing no. W03 -64 (sheet 3 0f7 A2. B2. C$ •• 1 • ANCHOR LOAD CAPACITY - PSF • • • •' EXT.( +) & !Wt.) : • • • • • NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' WIDTH (W) FRAME HEIGHT A2 A3 B2 B3 •C2 • • • C3 • 24" 300 38" 42" 48" 54" we 88" 72" 78" 100.0 100.0 1000 100.0 :44. , }OO.Q • 100:11. 100.0 100.0 100.0 1000 100.0 1000'„• 100.0 100.0 100.0 100.0 100.0 95.3 100,0 100.0 100.0 100.0 , 100,0„ :.'Q47: : 1110;0 : 83.4 100.0 100.0 100,0 100.9 74.1 100.0 100.0 100.0 100.0: 80.7 100.0 100.0 100.0 105.5? 100.0 60.8 91.0 100.0 100.0 100.0 1004 85.8 53.4 100.0 100.0 100.0 100.0 24" 301 38" 421 48" 54" 80" 66" 72" 84" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 68.5 100.0 100.0 100.0 1000 100,0 77.4 100.0 100.0 100.0 100.0 100.0 58.8 100.0 100.0 100.0 100.0 1000 81.9 92.9 100.0 100.0 100.0 100.0 50.3. 84.5 100.0 100.0 100.0 100.0 51.8 77.4 100.0 100. 100.0 100.0 24" 300 38" 42" 48" 540 60" 88" 720 90" 100,0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.4 100.0 100.0 100.0 100.0 , 100.0 82.6 100,0 100.0 100.0 100.0 100.0 72.3 100.0 100.0 100.0 f 100.0 100.0 64.2 98.4 100.0 100.0 100.0 100.0 57.8 88.7 100.0 100.0 100.0 100. 82.6 78.8 100.0 1000 100.0 100.0 48.2 72.3 93.7 100.0 93.7 100.0 24" 301 38" 42" 48' 540 80' 66" 72" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90.3 100.0 100.0 100.0 100.0 100.0 68.5 77.4 100.0 100. 100.0 100.0 100.0 98" 87.8 100.0 100.0 100.0 100.0 100.0 100.0 60.2 90.3 100.0 100.0 100.0 100.0 100.0 84.2 81.3 1010 110.0 100.0 100.0 100.0 49.3 73.9 95.8 100.0 95.8 100.0 61.9 45.2 87.8 37.8 100.0 87.8 100.0 A2. B2. C$ •• 1 • : : • • • • ANCHOR LOAD CAPACITY - PSF EXT.( +) & INT.( -) NOMINAL DIMS, ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' . 0 • WIDTH •(W) _ fMAME HEIGHT A2 A3 B2 B3 C2 C3 ' • • • • , • • • ' • • 24" : 3e." 36" .A" •. :48" • • •4• • . 60" 68" : • . .. • 102" 100.0 100.0 100.0 100.0 100.0 100.0 J 100.0 100.0 100.0 - 100.0 100.0 100 100.0 85.0 100.0 100.0 100.0 100.0 100.0 72.9 100.0 100.0 100.0 100.0 100.0 83.8 95.8 100.0 100.0 100.0 100.0 56,7 86.0 100,0 100.0 100.0 100.0 51,0 78.5 99.2 100.0 98.2 100.0 46.4 89.8 90.2 100.0 90.2 100.0 24" 30" 38" 42" 48" 54" 60" 66" 108 " 100.0 100.0 100.0 100.0 100.0 100.0 98.4 100.0 100,0 100.0 100.0 100.0 80.3 100.0 100.0 100.0 1000 100.0 68.8 100.0 100,0 100.0 100.0 100.0 60.2 90.3 100,0 100.0 100.0 100.0 53,5 80.3 100.0 100.0 100.0 100.0 48.2 72.3 93.7 100.0 93.7 100.0 43.8 65.7 55,2 100.0 85.2 100.0 24" 30" 36" 42" 48" 54' 600 100.0 100.0 100.0 100.0 100.0 100.0 91.3 100.0 100.0 100.0 100.0 100.0 76.1 100.0 100.0 100.0 100.0 100.0 114" 55.2 97.8 100.0 100.0 100.0 100.0 57.1 85.8 100.0 100.0 100.0 100,0 50.7 78.1 98.6 100.0 98.8 100.0 45.6 68.5 88.8 100.0 85,8 100,0 24" 30" 38" 42" 48" 54" 60" 100.0 100.0 100.0 100.0 100.0 100.0 56.7 100.0 100.0 100.0 100,0 100.0 72.3 100.0 100.0 100.0 100.0 100.0 100.0 120" 61.9 92.9 100,0 100.0 100.0 54.2 81.3 100.0 100.0 100.0 100.0 48.2 72.3 93.7 100.0 93.7 100.0 43.4 65.0 84.3 100.0 84,3 100.0 1.3. 83. C3 iftettcratvista raistrialielltiets hateptsaceNe WIDTH (W) . W1 + W2 2 it W1 WIDTH (W) ANC ORS,,I'YPE3: SEE SHEET 4 FOR DESCRIPTION A2 a {2)) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB 82 f (2) ANCHORS TYPE 'B' AT EACH SIDE OF MULLION OR JAMB C2 = { {2 ANCHORS TYPE 'C' AT EACH SIDE OF MULLION OR JAMB A3 = {{-3)) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB H3 m 3 ANCHORS TYPE '8' AT EACH SIDE OF MULLION OR JAMB C3 - ((3 ANCHORS TYPE 'C' AT EACH SIDE OF MULLION OR JAMB ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. W1 W1 + W2 2 WIDTH (W) - W1 + W2 2 uAR FLA. 6057 CLAN. WWTH(W)•+ 21+ OCT 23 2003 drawing no W03 -64 (sheet 4 of 7 5 �,o taca+a 1 /' \ I I, /I {M 1�� ■ III / I s.- III .. -1 uAR FLA. 6057 CLAN. WWTH(W)•+ 21+ OCT 23 2003 drawing no W03 -64 (sheet 4 of 7 5 METAL STRUCTURE 1/8" MIN. THICKNESS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • • • • • • • ••• • • • • • - • • • •• • • • • -f= :r :z��4ri TYPICAL ANCHORS , a; SEE ELEV. FOR , SPACING WOOD BUCKS NOT BY SMITH MOUNTAIN, MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 1/4" TAPCONS INTO WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE '5'— 1/4" TAPCOI'4S DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'— #14 SMS OR 1/4" SELF DRILLING SCREWS INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGg DISTANCE INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. E� r 6 9e1�dat n S TRt1CiWRE3 Alai 6 i+� 0 'FLA. PE # 16587 II11!� 1►1x' C.N. 8 .rr TYPICAL ANCHORS SEE ELEV. FOR SPACING OCT 28 2003 drawing n W03 -64 sheet 5 of 7 TYPICAL ANCHORS OPTIONAL . .. • • ••• • i • • • • • • • • • • • ••• • • • • • • • • •' • • • • ••• • • • • ••• • ••• • • • • • •• • • • • • • • • • • • ••• • • • • •• • • • • • ••• • • •• • • • •• • • • • • • 1/4" MAX. SHIM '4r ., • FULL LENGTH REINFORCING OPTIONAL SEE CHARTS ON SHEETS 3 FOR CAPACITY D.L. OPG. 1/4* MAX. SHIM O eddelleide 1- (" ' L SEE 'SMITH MOUNTAIN' f IMPACT DOOR NOA FOR DOOR RATING AND DETAILS 1. tP4.-? 0 a 0^1.• -mss r drawing no. W03 -64 4.500 • • ••• • • • ••• . RI • • • • • • • • • • • ••• • • • • e • • • • ••• • • • 2,087 • ••• • ••• • • • • • • • • •• • • •• • • • • • • • • • • • • • • ••• • • • 1.750 •• • • • •• •• • • • • •• • • • • • •• FRAME HEAD /SILL /JAMB 3.697 9" LONG AT ENOS INTERMEDIATE SNAP —IN ;697 POCKET FILLER PRODUCT REMO .,:_,:: , gitalka NMI Marpliate 01 WEDGE —IN GASKET SCALE 1 :1 1.683 — r. OR. BYO 0 SIRUCTUR S C.N. '38338 POCKET FILLER GLAZING STOP FRAME.CORNER drawing no. W03 -64 sheet 7 of 7 6 PART i QUANTITY DESCRIPTION MATERIAL MANF. /BUPPLIER/REMARX8 • s • •1 SMI -001 AS REQD. FRAME HEAD /SILL /JAMB 6083.45 SMITH MOUNTAIN . 2 SMI -003 AS READ. INTERMEDIATE SNAP -IN 6063 -T5 SMITH MOUNTAIN o • or • SMI -004 AS READ• FLAT FILLER 8083 -75 SMI'M MOUNTAIN I • i4• • • • • a SMI -002 1/ CORNER GLASS STOP 6063-T5 SMITH MOUNTAIN • 5• 14-43 AS RECD, GLAZING GASKET EPDM 70 t3 UNIVERSAL RUBBER CO. 8 G -40A AS RECD. SETTING BLOCK (1/4" X 1/2" X 2" LONG) EPDM 70 *5 UNIVERSAL RUBBER CO. ••9 1/4-20 X 2 -1/4" AS READ. MULLION SCREWS WITH NUT & WASHER - AT 9" FROM ENDS & 24" 0.C. 'S #12 X 1 -1/2" 2 PER CORNER FRAME ASSEMBLY SCREWS - HEX H SELF DRILLING i • • 9 V2100 - ADHESIVE FOAM TAPE (1/4" X 1/21 - NORTON 10 995 - GLAZING COMPOUND - DOW CORNING 10A 895 - GLAZING COMPOUND - PECORA 11 - REINFORCING CHANNEL STEEL 1 -3/16" X 4 -1/18" X 1 -3/18" X 3/16" THK. 12 - - REINFORCING CHANNEL STEEL 3/4" X 3-5/8" X 3/4" X 1/8" 9" LONG AT ENOS INTERMEDIATE SNAP —IN ;697 POCKET FILLER PRODUCT REMO .,:_,:: , gitalka NMI Marpliate 01 WEDGE —IN GASKET SCALE 1 :1 1.683 — r. OR. BYO 0 SIRUCTUR S C.N. '38338 POCKET FILLER GLAZING STOP FRAME.CORNER drawing no. W03 -64 sheet 7 of 7