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WS-10-2210Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 157625 Permit Number: WS -12 -10 -2210 Scheduled Inspection Date: March 25, 2013 Inspector: Bruhn, Norman Owner: CONDO, SHORES PLAZA EAST Job Address: 9160 NE 8 Avenue BLDG J Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: THE COMPANIES OF R&S INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 113206044001 Phone: 305 - 256 -6666 Building Department Comments 29 WINDOWS /1 DOOR AS PER LETTER SENT FROM CONDO, OK TO APPROVE 180 DAYS EXTENSION 9/2/11 EXTENSION TIL 07/31/2012 03/01/2013 - PERMIT RENEWAL PER B.O. NORMAN BRUHN. NEW EXPIRATION DATE APRIL 4, 2013. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 154265. Units 1, 2 and 4 ok. March 22, 2013 For Inspections please call: (305)762 -4949 Page 7 of 48 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -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. CFN 2013R0172630 OR 13k 28516 Ps 0276; Ups) RECORDED 03/05/2013 13:34:43 HARVEY RUVIWs CLERK OF COURT MIAMI -C'ADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of reco • ng ���l 1. Legal descri f pro and stree dress �• . �� 1 '� 31 723 E-611c z. NE ' S E. 5�T 'l ` � « s 3 c t• al 2. Description of improvement 3.Owner(s) name and address: ► r; is r :. '-( t4L 1 S .N. st 3I5$ Interest in property: Name and address of fee simple titleholder: -94".44e2" 41,--q)0 1i 4. Contractor's name, address and phone number: --V'r& ,k- VA S 8 "►1 c au. 02-k Aesr...4+ 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CO MENCING Print Name (1---/c Print Name TATS '.= OY F rRiFLOIfRY IthaDA hCC ONru Of ®� st gnna to re (s ) o tne r(e) .. ^ ,..:%0 • 1 1. g •:a .: r/DIrector/Partner OR RECORDING YOUR NOTICE OF COMMENCEMENT. ' Prepared 0Y-_,,, Prepared .e ' �,� �Ii�: Title /Office V « . Pmt bz "i- , Set-C Tale /Offi W,�ArR + � - �R!UMV"I; � N +u�' � 7 / V� . ' Y,► �qys , STATE OF FLORIDA COUNTY OF IAMI -DADS j if The fo s • ing'i ;� men w= ?eked before me this day o " ara 1`. BY L Individually, or ❑ as for Personally known, or ❑ produced the following type ofidentificati Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525,_FLORJDA STATUTE Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Ift x" 1 I iii%,, Al tl, My Comm. Expires ep 23, 2015 Commission # EE 128810 'rf Bonded Through National Notary Assn. Signature(s) of Owne s1's Authorized Officer/Director/Partner/Manager who signed above: By By 13(01-- 1 Alst"£T` k elk e A.1 E_ t q 1 `•Ir o n i (Q 0 >`%'r: e -; IL- 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 FBC 20 BUILDING Permit No. WY-D- PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 9 1 (o 0 City: Miami Shores County: Miami Dade zip: 33 t 38 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 5 - -53 ? L 2J r k � CCOtiINa Phone #: 30 S C – °inc;\ Address: "7 Lk- ck \ City: i-i\\ '' State: f (-1° Tenant/Lessee Name: Phone #: Zip: -3 31 3� Email: CONTRACTOR: Company Name:& - CCA�I{s- \Fi q---6kS \C Phone #: 365.- 3c-2g- ( (o(0 Address: -7 t C. SW \D-GI - `rC --'(.)F - City: v\v 'PC's ' State: 'V• Zip: 33 \ 1 Co Qualifier Name: --)° T• �4`�11J Phone #: State erairic,ation or Registration #: C C 01 Certficate o%Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: ../....4■41›, O - -l-- Phone #: '78 41`\- d Value of Wok for ht Permit: of \ ' k;:;UASIFIAjon OAlteration tili*tf Wori: C1 — j- Square/Linear Footage of Work: ONew ep/R P a ODemolition CcE,e r a:3; yPa Color thru tile: ***************************************Fees******************************************** *********** ********* *************** ******* Permit Fee $__ /J CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Technology Fee $ Submittal Fee $ Scanning Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4.-7O .0 0 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 Fl .F.CTRICAL 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 Signa Owner or Agent The foregoin instrument was acknowledged before me this day of LAA , 20 (21-by I05 • -T c t6 ay o o me or who has produced w who is personally know 7-41 -n to r® Q85 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission APPROVED BY o ry Win - State of Florida My Comm. Expires May 17, 2013 -.4 ` ¢. Commission # 01) 855424 Contractor g instrument was acknowledged bef'e me this 17 r who has produced tion and who did take an oath. tq Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Com Zoning Clerk iiee Shores Tiaza East Candaminium Association, Inc. 745 North East 914 Street Miami Shores, FL 33138 308 -789 - - Voice/Fax TheSPECAinc@aomcastnet - E-Maii June 21, 2012 Mr. Ramon Baez, Mrs. Sylvia Baez South Florida Impact Windows & Doors 4530 SW 71' Avenue Miami, FL 33155 Re: Open Permits /Notice or Termination Dear Mrs. Baez: The association has repeatedly tried to contact you and your company over the matter of unfinished work concerning the installation of impact windows and doors on our property. As of this writing the following permits related to our contract with you are still open: WS -12 -10 -2190 723 NE 91 Street WS -12 -10 -2191 717 NE 91 Street WS -12 -10 -2192' 716 NE 92 Street WS -12 -10 -2193 715 NE 91 Street WS -12 -10 -2194 725 NE 91 Street WS -12 -10 -2210 9160 NE 8 Avenue WS -12 -10 -2211 755 NE 91 Street WS -12 -10 -2212 736 NE 92 Street WS -12 -10 -2213 9140 NE 8 Avenue WS -12 -10 -2214 735 NE 91 Street WS -12 -10 --2215 9120 NE 8 Avenue WS -12 -10 -2231 726 NE 92 Street Since our repeated attempts to contact you have gone unanswered we have no choice but to replace you with another vendor /contractor to finish the job. This letter serves as a Notice of Termination on our part to satisfy the change of vendor requirements of The Miami Shores Village. Should you have any questions, comments or concerns, please feel free to call the Association office at 305 -759 -9069 or send an E -Mail to SPE123 @att.net Very truly yours, Board of Directors, SPECA cc. File cc. Yudany Fernandez, Esq. 11'ir4414111111111`111144t441: 141144414114114 411i444t14i411441 016,- 1 Z -60S9 023 /.0 Q1 3�8 NT t L € :30 o3SS3MIOV Sb 310b2931\113G "QM 213©R3S 01. N2l.Ii132I zT /SZ /90 00 T 30 0€ 3IXIN 11-1761 17000 5L5$ ZI�IZIZ Nnr AEIEE 1dOIIW 39H1S0d -S'n (4' \q4\ -3'",--c,n ci L cig OE G -\-1 Soosz c'l\lXv-4\cIN Ya'ONA \N\-2)91-ksik-MS --1.-4a \,.\Ii3..)\,4 $t ': 09U 066 't.uuu 131:11-1119 '1114 X171 dW 3NI7.03110417 QIOd `SS3lip4� NFif113F1 3H1 i9 1N'JIFi 3Hl CO. 3dO13AN3 dR del ltl ti3110I1S 39'4 0001 =MELT 19.1.S0d 58191SQALINA lWlW S )8I613 4p °N St,/ vob 'ivy/wavy 9MI SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY is 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. It Attach thls card to the back of the mailplece, or on the front If space permits. C. Date of Delivery 0. is delivery address different from Item 1? D Yes If YES, enter delivery address below: 0 No 3. Service lye°' 0 OertlfiedMall D Express Mal 0 Registered 0 Return Receipt for Merchandise 0 Insured Mari 0 4.. Restricted Delivery? (Extra Fee) 0 Yes ° ( Nwnber (Tuns 7009 3410 0001 9987 7760 tiarlsfer fi mm se Form 3811, p'ebruarir 2004. Domestic Return Receipt 102595-02-M-1540 1 Miami Shores Vittage 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.'U1S°-12-1 d -2-2vo Owner's Name (Fee Simple Title Holder): Spy PCP0A S C» O Phone #: 3(3S-1S9 -1 0(0 c Owner's.Address: 145' e6-1" City: 14k ' State : Zip Code: 33 M8 Job Address (Of where work is being done): O L2 City: Miami Shores State: Florida Zip Code: 3 3 `--6°2) Contractor's Company Name: "i W- of & I G Phone #: (o'O C Address: el City: N11■ State: =t-k-o'6 Zip Code: 3� r i tc Qualifier's Name : 364c cs V b 1 Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: C ca — b009- I hereby certify that the work has been abandoned and /or the contractorlarchitect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. owner or Agent Signature The foregoing ins ent was aknowledge before me The this f day o U.,� ,2d2 y C � I RA/era' this Who is pe onffiy know h to me or who has LOEI. uced H (e- o- t�( U Notary Sig • Seal: u IC' i I 1 MARIA M. SOLIS __ Notary Public - State of Florida e My Comm. Expires May 17, 2013 V.r7r Commission # DO 855424 re.oing ins Contractor or Architect ment was aknowledged before 2012-by ,1016,D___TDINtil who has produced as indentification. ho is personally known to e o Notary P Sign: Seal: 1 - ■ - MARIA M. SOLIS z. ; Notary Public - State of Florida 1 My Comm. Expires May 17, 2013 gT ." *RTC �S Commission . 00 855424 the Shares Plaza East Condamiiniinn Association, Inc. 745 North East 914 Street Miami Shores, FL 33138 305- 759 -9089 - Voice/Fax TheSPECAinc®ICamcast.net- E-Mail September 13, 2011 Norman Bruhn (CB0) Building Director Miami Shores Building Dept. 10050 NE 2nd Ave Miami Shores, FL 33138 SEP 1 9 2011 Re: Permits Number: WS -12 -10 -2211, WS -12 -10 -2213, WS-12-10-2210, WS -12 -10 -2212 WS 12 -10 -2231 For Addresses: 755 NE 91 Street, 9140 NE 8 Ave, 9160 NE 8 Ave, 736 NE 92 Street, 726 NE 92 Street, Miami Shores, FL 33138 Permit Type: Windows /Shutters Expiration Date: 9/18/2011, 9/19/2011, 9/20/2011, 9/24/2011, 9/25/2011 Dear Mr Bruhn, We are aware that the above referenced permit is about to expire. We have been unable to make any contact with Sylvia Baez of South Florida Impact Windows and Doors for some time now. Our last attempted Contact was through our attorney on July 21, 2011. Our attorney has instructed us to go to small claims court over this issue. Based on the current situation The Board of Directors respectfully requests that the Village grant us an extension of the above referenced permit so that we may resolve this matter by obtaining another contractor to finish the job should things not work out with South Florida Impact Windows and Doors. Cordially, The Board of Directors Shores Plaza East Condominium Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Expiration: 06/20/2011 Parcel Number Applicant 9160 NE 8 Avenue Number: BLDG J Miami Shores, FL 33138 -0000 113206044001 Block: Lot: SHORES PLAZA EAST CONDO Owner Information Address Phone Cell SHORES PLAZA EAST CONDO MIAMI SHORES FL 33138 -0000 1 Contractor(s) Phone Cell Phone SOUTH FLORIDA IMPACT WINDOWS (305)668 -8805 Valuation: Total Sq Feet: $ 12,000.00 0 1 Type of Work: WINDOWS & DOORS No of Openings: 32 Additional Info: IMPACT Classification: Commercial Scanning: 8 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $7.20 $6.30 $6.30 $2.40 $5.00 $420.00 $60.00 $24.00 $9.60 $540.80 Pay Date Pay Type Invoice # WS -12 -10 -39675 12/23/2010 Check #: 13011 12/16/2010 Check #: 6706 Amt Paid Amt Due $ 490.80 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment 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. December 23, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date December 23, 2010 1 86) 547 -94 January 24, 2010 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 Tel: (305) 795 -2204 RE: Permit #12 -10 -2213 9140 NE Sth Avenue Miami Shores, Florida 33138 Dear Mr. Inspector: This letter is to confirm that hydraulic cement is ideal for use when filling the gap between an existing concrete precast sill /buck and the remaining space adjacent to the new window. This product for the following application is acceptable and I have no exception with its use when handled in accordance with the manufacturer's recommendation. Sincerely, Eduardo A. Suarez, License PE64759 1 V V" V M � NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FLOP 1 HEREBYCErlTF vriginza 11161 in I111I 111111111111 III 11111111111111 111 (:FBI 2010R036,794-4 OR tit 27537 Ps 0053f f (ips) RECORDED 12/29/9010 13 ' :4v HARVEY R%IiVII'dr CLERK. OF COURT MIAMI -C'ADE COUNTY FLORIDA .AST PAGE 'A, COUNTY OF DADE Mat Tisismtry:yr��ayof itte f)20 _ Svif THE UNDERSIGNED hereby gives notice that Improvements will be mad@ttb;ieliryreel property, and in accordance with Chapter 713, Florida Statutes, the follovkigii'rifdrl ig r is provided in this Notice of Commencement. By ,coney C3te y�� ii Sp above r erved for use of recording office �L� al scription o,f,,Property and sNtr� e.t/address: 7 NE a� r/ I A i cnsi .i1�� /At/�Mi hate S - 251 x 17- f ,c a , SI-: h) 2. Description of improvement: 3. Owner(s) name and address: .S *O(e-s TILA -p.f I l_. r tsaop, C- lnterest in property: 7,45- NE `I1V SrrteJ irti.s (4 3DIS Name and address of fee simple titleholder: C-S c~Z. • 4. Contractor's ne.me, address and phone number tick Soal �-i t-� -e-- �1 3 d• , 5. Surety: (PaymenZ bond required by owner from cirlictor, if any) :Lw 4 Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow i w ' Aut Prepared By 1/1 F , AP Print Name Title /Office i' • - STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this IS '`--day of • irector/Partner/Man r^ • Prepared By Print Name Title /Office By Individually, or as r for {=p a ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525._FI.ORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature Ow er(s) oy6)wner(s) s_ Authorized a- who r By 12 9.01.62 PAGE 9 3/10 ueR 4(� O AJ'C.r toE otc -. �.,,r ci �� -�j-1 121 _ " �ic.{�n�� t.F ►c�� N � . SYLVIA BAEZ :,QZ' • -Ifs Commission DD 687047 ''E expires August 8, 2011 v ifonclad By 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 FBC 20 Permit No. —122,74.Q 22- tO Master Permit No. Permit Type: BUILDING 1 C,� 2� OWNER: Name Simple Titleholde 0 r - t.L E ghone#:`56 )7 r Io 1 City: PA TAM t Sine f'es> State: Zip: `U Address: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: cl 0 N City: Folio/Parcel #: Miami Shores e A e' County: Miami Dade Zip: 3$ Is the Building Historically Designated: Yes NO v Flood Zone: CONTRACTOR: Company Name: 1 -, ' W- Phone #: 6 6 ' b W Address: a " e `Si►) --)sA -e.A -,0._.. City: y ' 0^- State: f Zip: r]2 31 Qualifier Name: P Phone #: 31 (0 Co "MC— State Certification or egistration #: -C-' i 31, c't` i 1 Certificate of Competency #: Contact Phone #: ' \.o r { Email Address: DESIGNER: Architect/Engineer: UOCATOLD &,10.0'e.A-- Phone #: 6 —SC-1 x-94 ® I Value of Work for this Permit: $ t XI OW Q Square/Linear Foot e of Work: Type of Work: OAddress UAlteration New epair/Replace UDemolition Description of Work: 7fg- icl-ask/ COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * ***** ** * * * * ** * * * * * * * ** * * * * * *** Fees************* *** * * * * * ** ** ** * * *** * * ** ** ** ** ** Submittal Fee $ Permit Fee $[JC CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ ( 6.6 o 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 st be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abse : e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The fore ing ins y. ent was a o ledg d be • e me this � day of 1C i 20 by !�� I n ' i .116 e , 1 4 who is personally known to me or who has produced • As identification and who did take an oath. NOT ° Y PUBLIC: 11 Sign: Print: Nn A TI UBLI S Nt r My Commission Expires: e 9* ,..t BONDED APPROVED BY 1I' / �' /e7� /eat--°4")° (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/1 5/09)(rev6/4/10) Signature Contractor (� The foregoing instrument was acknowledged before me this d Q dayo ,20 (,�,by who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review NOTARY PUBLIC: Sign: Print: My Com EZ 047 mires August 8, 2011 WNW Thni Tray Fain lneara 804386.7018 Zoning Clerk MIAMaDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 Manuel Per Product Control NOA No. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmund° Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmund° Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmund° Largaespada11/ P (Submitted under previous NOA #05- 1018.01) E -2 Manuel Per Product Control i er NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1°1'JND 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmund° Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 uel ' P.E. Product Contr i er NOA No. i • .22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER B. 5/16° LAMI CONSISTING OF (1) LATE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 716" LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER G. 13/16° LAMI 10: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI 10: (1) LATE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LATE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/18' LAMI 10: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS. AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFUE UKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI 10: (1) LATE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16' LAMA 10: (1) LATE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718° LAMI CONSISTING OF (1) UTE OF 3/16° ANNEALED GLASS AND (1) LATE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13116° LAMI 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/16' LAMI 10: (1) UTE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: 'Or (1/1. VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) g. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4645, FTL -4646, FTL -4847, FTL -4648, FTL- 4849. FTL- 4860, FTL -4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -5083. ANSUAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY !� HURRICANE ZONE (HVHZ). rm.d BF FJC bee Oft 11/13976 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES.. 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNET; DETAIL 7 ANCHORAGE 8-11 Reettlals Raft= 8 Rood* FJC Oft 1IZGD8 RNdmr A CHANGE NOTES s87. ADD NOTE & ADD GLASS7YPEM TO NOTE 1. GLAZING OPTIONS ADDF7L -4723 TO NOTE 7. per FJC Darr 911105 aumader, JJ. Dthr 2!23/07 1070TECHNOLOGY DRIVE NOT, FL 84278 P.O. BOX 1829 NOKO108. FL34274 PcT GENERAL NOTES Tax ALUM. SINGLE HUNG WINDOW, IMPACT NTS evert 1 a 11 4040 -20 B /7/,'" Robert L CDark, P.E. PE 539712 SWderal tEr1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS (6,87,88 or 92 1/2" NOM. GLASS BITE NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER — 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5116" LAMINATED AIR SPACE 118" ANNEALED OR HEAT STRENGTHENED GLASS 13/18' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/18" NOM. 13/16" LAMI IG GLASS W17/16" LAMI Ogrs Darr 11113103 ,a» Itriskar Anwar F.K re 1/24/06 Rails= J.J. A ADD 17EM92 TOMB LAM ILG. GLASS (AA.A) & MAD IONOTE NO CHANGE THIS SKEET F.K Aft 1Affi 2/29/07 1970 TECHNOLOGY DRNE NOKOMIS, FL 34276 P.O. SOX 1649 NOKOMIS, FL 34274 Pc ;T vLstbl� Better GLAZING DETAILS TOW ALUM. SINGLE HUNG WINDOW, IMPACT B"babYt SN700 aww Full awe 2 ✓ 11 u.wra 4040-20 B Robert 4 Clerk, P.E PE#39712 Structural 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION ® TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 63" 88" 68" 70" 72" 74" 78" 48" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 62" A,B,M i +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 77.3 +75.9 -75.9 531/8" A,B,M ® +80.0 -80.0 +80.0 -80.0 +79.8 79.8 +78.2 -78.2 +76.9 -78.9 +75.4 -75.4 +74.0 -74.0 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 5/8" 63" 72" 74" 76" 48" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 58" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,M1 +80.9 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -78.9 +70.0 -70.0 +68.8 -88.8 +67.6 -67.6 531/8" A,B,M1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +88.0 -88.0 +86.7 -66,7 +65.5 -85.5 UP TO 631/8" C,D,E,F,G,H,1J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3 WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH a 76" FLANGED AND 76° INTEGRAL FIN) 53 1/8" D,E,F,J,K,L 171/8" I 2211/16" +80.0 (-ao.o +eo.o 1 -80.0 28 316" 33 3/4" I 39 5/16" so.o -eo.o +80.0 � -80.0 +70.0 1 7a 4413/16" 503/8" 55 15118° + -70.0 +70.0 1 -70.0 +70.0 1 70.0 +70.0 1 70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/18" LAMI - (1 /8"A,.090,118"A) FTL- 4847, 4848, 4723, 4967 - B. 5/16" LAMI - (1 /8"A,.090,1 /8"HS) FTL-4647, 4848 C. 5116" LAMI - (1 /8"HS,.090,1 /8 "HS) FTL -4647, 4648 D. 7116" LAMI - (3/16"A,.090, 3/16 "A) FTL -4845, 4885 E. 7/16" LAMI- (3/18'A,.090, 3/18"HS) FTL-4845 F. 7/16" LAMI - (3/161H6,.090, 3/181H5) FTL -4845 G. 13/18" LAMI IG - 1 /8"HS, AIR SPACE, 5/15" LAMI - (1 /8"A,.080,1/8"A) FTL -4646, 4723 H. 13/16" LAMI 13 - 1 /8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8 "HS) FTL -4646 L 13/16" LAMI 13 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1 /8"HS,.090,1/8 "HS) FTL -4646 J. 13118" LAMI 1G - 1 /8 "HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) F7L -4649, 4850 K. 13/18" LAMI 13 - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL- 4649, 4650, 4958 L 13/18" LAMI IG - 1/8"H8, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL -4849, 4850 M. 13/16" LAMI 13 - 1/8"A, AIR SPACE, 5/16" LAMA- (1l8"A,.090, 1 /8"A)A FTL-5063 HT, . I MEETING RAIL '7C SASH MEETING RAIL HT, . H MINUS. SASH HT S SH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38' MAXIMUM.® "°FJC Deft Daez 1111&00 R°rwne Reektfar 8 (PAVE TOAST ME 150802 REMOVE STD YEW SASH HT REF. Ti0E.E2 REVISED GL STOW FORMAT DPB. ADD INT. FIN. UPDATE TEST NO8 ea.e6y F.K o.� 124.68 A ADD F71.4725 TO GLASS TYPESAAND a a..,ay: FJC Dar 8/1/05 J.L Oahe 2/23107 1WO TECHNOLOGY OR E NOKOMIS, FL 34215 P.O.2 X157H NOKOMIS. FL 34274 PST Vtstbly Better DESIGN PRESSURES Ilk ALUM. SINGLE HUNG WINDOW, IMPACT adrskat SN700 Oak abort NTS 3 d 11 o+"+vMa 4040 -20 B Robert L Dark, P.E. PE 039712 Structural SEE DLO TABLE SEE DLO TABLE (MAX.) L SEE DLO TABLE SEE DLO TABLE 531/8' MAX. FLANGED W1DTHA 52 1/8° MAX. I.F. WIDTH D II 75" MAX. I.F. D HEI HT 788' MAX. FLANGED HEI HT 38 /18" MAX. SASH HEI HT 481/4' MAX. VENT DLO (ALL) DETAIL A 1/1 B 0 j DETAIL 49 5/8' MAX. FIXED rDLO (ALL) -1 O j X j 531/8' MAX. FLANGED W1DTHA 52 1/8° MAX. I.F. WIDTH D II 75" MAX. I.F. D HEI HT 788' MAX. FLANGED HEI HT 38 /18" MAX. SASH HEI HT 481/4' MAX. VENT DLO (ALL) DETAIL A 1/1 B 0 j DETAIL 75" 1.F. HEIGHT MAX. ®I FLAN HER X j A SASH HEIGHT 34 3/16" B DETAIL D VIEW (CUSTOM SASH) GED ;HT 1A SEE DLO TABLE $ P 75" MAX. A I.F. HEI HT SEE DLO ® TABLE 78" MAX. FLANGED HEI HT f SEE DLO TABLE 1 X j C1 75' MAX. I.F. HEIGHT 78' FLANGED HEI S1E NO 4 DETAIL B VIEW (STANDARD SASH) E� DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A are SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16" B 41 5/8" 41114" C 41 1/4" 40 7/8" D 52 5/8" 5211/16" E 521/4° 52 5116" SASH LOW HIGH DETAIL SILL SILL A 341/2" 34 3/16" B 27 7/16" 2718" C 27 7(16" 2718" D 1638" 153/4" E 1638" 153/4" TABLE 5. PRODUCT MINIM em tempt** ebb IleNMI ONMieg Cade Acceptance . .04 2611 Rovers Neoree FJC Dais 11113/013 Ilealwor 8 Remit, FJC melees. FJC art 1Q4A76 Daft 8HA7B Rellsbas A memraF J.L ADD IN7EORAL FIN(LF) VERSION, CHa NOTE 3. ADD NOTE 4. NO CHANGE THIS SHEET ?123617 1070 TECHNOLOGY DRIVE RO GOMIS. FL 34276 P.O.BOX7829 NOIW168. FL34274 PST VL*1b1Y Better ELEVATIONS Die ALUM. SINGLE HUNG WINDOW, IMPACT e.aatmm Valk as. NTSI 4 r11 Mac 8 Robert L Clark, P.E. PE#39712 Struck el MAX. HEIGHT DA O 0 I+- 2.784' 111 001 MAX. FIXED LITE DAYLIGHT PENING OUTSIDE MAX. DAYUGHT OPENING �FI VENT DA O DOA ©0 SECTION B-B (LOW SILL SHOWN) INSIDE 7,80R17 0 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6' FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING OUTSIDE oJ- 00 Foe MAX. FIXED LITE DAYLIGHT OPENING MAX WIDTH SECTION A -A NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,154 "MI 1 11 /I' `M 2.710' OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS 2.. HIGH SILL HIGH SILL 2.330• (LOW SILL) SEE NOTE ABOVE ULTRALIFT ONLY 0 0 2. LOW SILL I r m LOW SILL HEAD ALTERNATE HIGH SILL 0 0 2.946" (HIGH SILL) ULTRALIFT ONLY •1 INSIDE m JAMB OUTSIDE, 2.710' 1 I.F. FRAME r 0 L14,111 OUTSIDE —Ni 0 CD RendBt F.J( Revd* FJC tanex FJC 11/1306 ore 1!2450 W15 B RAM= A omo:dA J.J. ADD I.F. SECTIONS & CONSO1.(DAWEBAL. t27MPONENTS NO CHANGE HES SHEET or.2123/07 1070 TECHNOLOGY DRIVE NOKOMIS, F,34275 P.O. BO(1529 NOKOMIS, 8.34274 VL 1M, Better SECTIONS SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) 0 PRODUCT REVVED R+ep�g �ePY Code 1i � C (I &emplane Ns pindico Doe r,.. 1l Oft ALUM. SINGLE HUNG WINDOW, IMPACT arrt/ea,c SM70D Hoff 5 d 11 t1(814 4040 -20 .,4/7 Robert L. Clark, P.E. PE #.18712 StruGwel REM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" 10 1080 BALANCE COVER, 3 /8" OR 518" 6BALCVR916 11 C. GLASS, 5116" LAMI, (18"HS,.090 PVB,18' HS) #8 X.750 PH. PN. SMS 7834M 12 E. GLASS, 7/18" LAM, (1/8".,.090 PVB,18"HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1085 SASH TOP GUIDE 42504 15 1 GLASS, 13/16" LAM IG;1 /8"HS, AIR SPACE, 5/16" LAMI, (1/811S,.090 PVB,1 /8"HS) #8 X1 PHILLIPS FLATHEAD S. STL 78XI FPAX 18 1080 -1 BALANCE COVER, 11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64008 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S18G 28 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 812230 30 1226 WSTP., BULB VINYL 6113249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1822 LAM SETTING BLOCK 3/32 "X25/64 "X 1" 71622K 36 1052 LAMB IG SETTING BLOCK 1 "X314" X 1/16" 71052K 37 1224 VINYL GLAZ BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5118 LAM GLASS. 64039B 42 4044B GLAZING BEAD, 5/16 LAMB W /GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAM 64222 45 985C GLAZING BEAD, 7/16" LAM V8GRILL KIT 6985 46 4067 GLAZING BEAD, 13/1 6" LAMB I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAM 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 81014 56 1630 SCREEN CORNER KEY WRINGS 71830 57 1831 SCREEN CORNER KEY W/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1824 SCREEN SPLINE -.135 DIA FOAM 61824K bar A A ITEM DWG.# DESCRIPTION PGT# 80 1635 SCREEN SPLINE -.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 83 605 GLAZING CHANNEL (.688 X.500) 8533402 64 1181 #6 X1.000 PH. BUGLE TEK 708X1 87 GLAZING TAPE, 1/16 X12 -7118 LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIP. 80 A GLASS 5/16" LAM!, (1/8"A,.090 PVB,1/8 A) 81 B. GLASS, 5/16" LAMS, (1/8"A.090 PVB,18"HS) 82 C. GLASS, 5116" LAMI, (18"HS,.090 PVB,18' HS) 83 D. GLASS, 7/16" LAMB, (118"A.090 PVB,18"A) 84 E. GLASS, 7/18" LAM, (1/8".,.090 PVB,18"HS) 85 F. GLASS, 7/16" LAM, (18"HS,.090 PV6,18"HS) 86 G. GLASS, 13/16" LAM IG;18"HS, AIR SPACE, 5/18" LAMll, (1/8"A,.090 PV8,1/8"A) 87 H. GLASS, 13/16" LAMB IG; 1/8"HS, AIR SPACE, 5/18" LAM, (1/8"A,.090 PVB,1 /8"HS) 88 1 GLASS, 13/16" LAM IG;1 /8"HS, AIR SPACE, 5/16" LAMI, (1/811S,.090 PVB,1 /8"HS) 89 J. GLASS, 13/16" LAM 1G;1 /8"HS, AIR SPACE, 7/16" LAM, (3/16"A.090 PVB,3/16"A) 90 K. GLASS, 13/16" LAMB IG; 1/8"HS, AIR SPACE, 7/18" LAM, (3/18"A.090 PVB,3/18"HS) 91 L GLASS, 13/16" LAM IG;1/8"HS, AIR SPACE, 7/16" LAMI, (3116"HS,.090 PVB,3/18"HS) 92 M GLASS, 13/16" LAM IG;18A, AIR SPACE, 5/16" LAMB, (1/8"A, 090 PV8,1/8 A) 2.784 1. (-4-;) FRAME, I.F. HEAD #4071A, 6083-T6 FRAME, I.F. LOW SILL #4072A,8083 -T8 1 2. .062 NOM THICKNESS Z FRAME, I.F. JAMB OFRAME, .F. HIGH SILL ® #4074B, 8063-76 ® #4073A, 8063 -T6 (USED AS RADIUS TOP HEAD) PRODUCT NEVIS D as complying whit Os Mild. Buddlag Code AaepmsseN. ,y_, 2 O6 nw .T5.7.7/Kt 2b/1 Roibs ruo RaaJA: Fx tlalw 11/13476 RMINII* vox F.K 121108 Wool* Dm* FJC 871.8 ADO LF.FRAME HEWS 47,,41 49 AND 60. UPGRADE ITEM21. B ADD ITEM 92. CHG. DESCRIPTION REM 7,9 & 13 A NO CHANGE TH1SSHEET aedaae, oft J.J. - 223477 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 9911529 NOKOMIS, FL34274 PA^T VtibFp Beuar PARTS LIST wk ALUM. SINGLE HUNG WINDOW, IMPACT Sohalltdet 81750 Book NT abot 6 a 11 n.rota Ra 4040 -20 8 1f .062 1 FLANGE FRAME HEAD #4002A,8083 -T6 2.710 6 FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) 7 155 FIXED MEETING RAIL #4054A.6083HD -T86, .062 3.446 1 I 2.830 2. F.-- 2.784 O FLANGE FRAME SILL (LOW) #4003C, 6063-T8 ' 11.49 k- 1.451 1- OSASH STOP #4025, 8083 -T5 .738 17 SASH STOP COVER #4053, 6083-T5 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4008C, 6063H6-T6 #4007, 6063-T5 1 2.946 —2.784 69 FLANGE FRAME SILL (HIGH) #4050A, 6083 -T6 2.838 68 SASH BOTTOM RAIL (HIGH) #4051A,6083 -T5 A I.F. FRAME SEALANT ALONG ENTIRE JOINT 740 ° L/1 11 P.RAM'EA 6 or 50 6 or 50 SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D-D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION —.1 1.165 .878 1.096-1 -_- f 1.349 41 GLAZING BEAD, 5/16" #40398,8083 -T5 31 SASH SIDE RAIL #4008,6083 -T5 .050 .678 1.098 T O GLAZING BEAD 7/16" #4222, 6063-T5 .050 1.115 7 (-.) GLAZING BEAD, 7/16" #985C.8063 -T5 (USED W/ GRILL KIT) .050 GLAZING BEAD, 5/16" #4044B, 6083-T5 (USED W/ GRILL KIT) .878 .683� .oso — 11.097 GLAZING BEAD, 13/16" IG #4067, 6083 -T5 PRODUCT REVISED tomPIyi g',k6rit P1erlia Sulam Code Accepts= Na Deft 2f, /P-7.411,4 trades FK w.aAF FJ( Dewar Date FJ( 9/!#005 Date times Ore !2400 Peeks Podia 8 A J.J. mower UPDATE FRAME CORNER ASSEMEXY TO INCLUDE I.F. AND UPGRADE ITEM 21 ALLOY. NO CHANGE THIS SHEET 22307 1070 TECHNOLOGY DRIVE NOKOMI,PLMVO P.O. SQX 1528 NOKOMIS, FL 342M P�T VLrtbty Better EXTRUSIONS & FRAME CORNER DETAIL 7— ALUM. SINGLE HUNG WINDOW, IMPACT srmikde SN700 are s"e H8/f I 7 s 11 Matta. rb,e 4040 -20 B Robert L. dark, P.E. PE #38712 Strut twat ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6. SUBSTRATE: -. ANCHOR TYPE : - WINDOW HEIGHT 28.E 34.603 40.603 46.603 52.803 58.603 64.603 76.000 0 N 0 N O-ZM 0 O 0 0 ON 3 0 Z 0 0 ' Z 0 ] lV O 3 0 N Z 0 0 �oJ 0 0 0 3 0 N Z 0 0 PZ,, 0 0 O 3 0 N Z 0 0 ' Z 0 0 c O 3 0 N Z 0 0 ' ONZ 0 O 0 0 _Z 0 D 0 Z 0 0 HZ 0 WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1 , 2 1 1 1 1 1 1 1 1 2 1 1 . 1 1 1 2 1 2 2 1 1 ; 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2'2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 3.3 ABM 1 12111112111222122. 1 1 1 1 1 1 1 1 2222222222 1 1 1 1 1 '2222222222222222.32'233 1 1 1 1 1 1 1 1 1 1 24.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1:2 1 1.2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2,2 1 2 2 1 2.2 1 2 2 1 2 :2 1 2 2 1 2 3 1 2 2 1 2 2 1 2,3 1 2.2 1 2,3 1 3 3 1 2:2 1 3'3 ABM 1 121112121;21' 1 1 1 1 1 2221222222222222222232222232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ;22333223:3 1 1 1 1 32.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2.3 1 2 3 1 2 2 1 2 3 2 3 3 1 2 2 1 3 3 2 3 4 1 3 2 1 3 3 2 3 4 1 3 3 1 4 4 AB,M 1 1 2 1 1 2 1 2 2 1 2 3 1 1.2 1 2.2 1 2.3 1 12 1 2 3 1 2 3 1 2 2 1 2 3 1 2,3 1 2 2 1 2 3 1 3 3 1 2 2 1 33 1 3 4 1 3,2 1 3 3 1 3 4 1 3 3 1 4 4 37.000 C,D,E,F,G, H,I,J,K,L 1 2; 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2.3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3, 3 2 3 4 1 3 3 2 3 4 2 3 5 1 3 3 2 4 4 A B,M 1 2 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2.3 2 2 3 1 2 2 2 2 3 2 2,3 1 2,3 2 2 3 2 3 4 1 2 3 2 3.3 2 3,4 1 3 3 2 3 4 2 3.5 1 3 3 2 4 4 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 1 2 2 2.2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3.3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 3 2 4 4 AB,M 2 2 2 2 1 2 2 2 2 2 2.3 2 2.2 2 2 3 2 2.3 2 2 2 2 2 3 2 2 3 2 2 3 2 2,3 2 2 4 2 2 3 2 3:3 2 3.4 2 2,3 2 ,- 3 4 3 5 2 3 3 2 3 4 2 4 5 2 3 3 2 4.4 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 :3 2 3 4 2 2 3 2 3' 4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 4 2 4, 5 A B,M 2 222. 2 22223222`. 2 2 2 2 32322332.42.3333423333 2 2 2 2 2 2 2 2 2 2 42334353,334453445 2 2 2 2 2 2 2 2 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 3 2` 2 2 2 2 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 , 4 3 3 5 2 3 , 3 2 4 5 3 4 5 2 3 4 2 5 5 A B,M 2 222 2 2222'32.223342;33. 2 2 2 2 2 2 2 33423343 2 2 2 2 '42.33435333;43533454:63455 2 2 2 2 2 3 2 2 3 2 2 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2-1-2- 2 2 2 2 2 2 3 4 2 2. 3 2 3.4 2 3 4 2 2 3 2 3 4 3 3 4 2 3 :3 2 3 4 3 3 5 2 3,3 2 4 4 3 4 8 2 3 4 3 4 5 3 4.6 2 3.4 3 5.6 2 2 2 2 213 2 2 2 3 ABM -2142 2 2 2 2 2 2 2 3.4 2 2 3 2 3;4 2 3 4 2 2 3 2 3,4 3 3 4 2 3,3 2 3;4 3 3.5 2 3;3 2 4-4 3 4,5 2 3:3 2 4.5 3 4:6 2 3;4 3 4:5 2 2 2 2 3 2 , 2 2.3 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX ® 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -1812" MAX. FROM TOP CORNERS JAMBS -1712" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 4.ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX. PSF (DP LIMITED} HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL ©© (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 Resider F.IC twee, FJC Wesley. FJC Dot 11113106 tee 124 Oft 7 Roftkour 8 A e JJJ. REVISE ANCHORAGE TABLE AND_ S. ADD DP MAX WHERE ANCHOR WY M E$7RjclmBYS E NOCHANGETH/BSHEET Z123/O7 1070 TECHNOLOGY DRIVE NDKOMIS, FL 34276 P.O. BOX 1628 NOKOMIB, FL 34274 Pc CT Visibly Better ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT a.wase mis ea,e NTS 8 •11 4040 -20 ANCHOR SUBSTRATE:` QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHORTYPE -. cn--o CVONO''ONONO 2 2.8 O 2.8 �Oc o NO'-'Oc 2.8 o NO 2.8 �8N U 2.8 '-OcINO U 2018 '-01NO''ON O v m 0 NU Z 'O WBVDOW GLASS WIDTH TYPE 0 0 U U C,D,E,F,O, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 1`1 1 1 1 1 2 2 2 1 2:2 22 2.1 2 2 2 2 2:2 2.2 2 2 2.2 2,2 2.22 2 2 2 3:2 2 2 3 2 3 2 2-2 3.2 A,BN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1'1111122212: 2222,12,2222. 22222222222212223.22232322,23.2 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 111 1 1 1 1 2 2 1 1 2:2 2 2 2:2 2 2 2.2 2.2 2 2 2 2 2.2 3 2 3 2 2 2 3 2 3 2 2 2 3.2 3 2 2.2 3 2 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 2 2 1 . 1 2:2 2 2 2 2 2.2 2 2 2 2 2 2 2 : 2 2 2 3:2 3 2 2,2 3 2 3 2 2;2 3 2 3 2.2 2 3,2 PSF 66 77 C, D, E, F, G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 111 1 1 111 2.2 2 2 2,2 2 3 2 2 2:2 3 3 2 2 3,3 3 3 3 2 3,3 3 3 2 2 3 3 4 3 3:2 4 3 4 3 3 2 4 3 ABM 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1111111122222223222'23322333332333322334332434 :33243 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 111 1 1 111 27 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3.3 4 3 3 2 4 3 4 4 3.2 4 3 ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111111112122. 222232223332233333343333233433243443243 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L i11 111 111 212 2 2 2,2 2 3 2 2 3 3 3 3 2 2 3 3 4:3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 11:1 212 2 2 2 2 2.3 2.2 3 3 3 3 2 2 3' 3 4 3 /3 4 3 3 3 3.3 4.3 4 4 3.3 4:3 4.4 3 3 5 3 PSF 49 79 56 79 ,79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 111 1 J 1 111 212 2 2 212 3.3 2 2 3 3 3.4 2 3 3 3 4 4 3:3 4 3 4.4 3 3 4 3 4:4 3-3 4 3 4 4:3 3 5 :4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 3 - 3 4 : 4 4 : 4 3 ' 3 3 413 4 4 3 3 5 4 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 1 1 1 1 1 1 1 1 2T2 2 ' . 2 212 313 2:2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 313 4.4 4:4 4'3 5.4 4.4 4 3 5:4 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 1 - 1 1 111 111 212 2:2 212 313 212 3 3 3 1 4 3.3 313 4 4 3 3 4 4 4 4 3 1 3 4.4 4 4 4.3 5 4 4.4 4.3 5'4 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3. 3 2, 3 3 2 3 3 2 3 53.125 H,I,J,K,L 111 111 1 1 1 2 T 2 2 2 iT2 313 3 3 3 3 4 4 3, 3 4 4 4 4 3.3 4, 4 4 4 3 3 414 515 4 3 5 4 5 5 4 3 5:4 AAA/ 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 111 111 111 212 2:2 172 3T3 3 3 313 4:4 3:3 4.4 414 3,3 4 4 4 4 3.3 414 5;4 4,3 5;4 5:4 4 3 5,4 • nam Roraima eF nrr taws REW. EANCHORAGE TABLE AND NOTE& 107DTECHNOLOBY DRIVE FJCF 11/1386 0 ADD MAX Wt�ANCHOR QTY tSRESTRIC7EDBYS� NOKOMIS, FL 34275 F.K, OYr 1/16 Rovislcuc A NO CHANGE THIS SHEET ri"n 0-F F.0 Deft absossits Jr. T/23/07 PA. S9X 1528 NOKaAS, FL34274 d T Visibly Better ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4' ELCO S54 CRETE -ILEX ® 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2' MAX. FROM TOP CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RA8- ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. &ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 117 3 313 (FULL DP) ■ HEAD JAM ABOVE MTG. RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT adrea,e Sara NTS are I as�as 9 d 11 I 4040-20 B L. Clark, P.E. PE 639712 Structural ANCHOR QUANTITIES SUBSTRATE: �. ANCHOR TYPE:"`-- ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28211 33.754 39296 44.839 50.382 55.925 0 N 0 0 N 6-- 0 o 6 0 0 N° 0 N 0 0 0 O 0 N 0 0 N O 0 " O 0 0 c 0 N 0_ 0 0 O 0 0 O 0 N 6,_CO 0 0 0 0 0 N E,_O 0 0 0 0 O 0 N O•- 0 0 O 0 0 O 0 N 6,_ 0 0 g 0 WINDOW WIDTH G L As s TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24 000 D,E,F,J, XL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32 000 D,E,F,J, KL 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 2 1 2 2 2 2 3 2 3 3 2 3 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 62 K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 79 79 79 212 79 2 2 3 213 41313 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 1 3 1 4 K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 8 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 8 6 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES SUBSTRATE: ANCWNDHOR TY PW E AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT \ 12.776 15.776 18.776 21.776 24.778 27.776 30.776 31.106 ' o isi 2 ppag ' o .. ❑ 2 oU1SS _ 2i, Q No OON _ ❑ Q ii ao 0 o 8a ❑ u V _Q uag ❑ V _ ❑ 8g8 N ❑ Co*O No "o O WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 1 2 2 2 2 31213 3 1 213 31313 41313 41314 4 1 314 44.000 62 2 212 2 2 3 213 31313 413 1 3 41314 51314 513 1 4 48.000 83 72 79 2 212 2 2 2 3 213 41313 41314 41314 51314 51314 53.125 73 58 00 72 � 2 1 2 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - 912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 181/2" MAX. FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 8° MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 125/8" MIN. TO 38° MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX PSF (DP LMTED) HEAD JANE ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 4 ® TABLE 8. KEY: MAX PSF (DP LWITED) 112 JAMB BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL n Rood 13P e now* nwc Nr REVIIE ANCHORAGE TABLEqM NOTES FJG 1V19476 8 ADD D P MAX WHERE ANCHOROTYISRE87R lCTEOBYSIZE. Road Br *ft Raft= AK 1,24 A NO CHANGE THIS SHEET Own BF bw" dre6dftc bne FJL 7,2985 J.J. 223/07 1070 TECHNOLOGY SRNS NOKOWB, FL 34275 P.O. BOX 1878 NOROMM, FL 34274 c; r_ ANCHORAGE SPACING, CUSTOM VIEW tue ALUM. SINGLE HUNG WINDOW. IMPACT awe ISIne ALTS I 10 a 11 10esingalo. 4040-20 B L Clark, P.E. PE 539712 Structural A. 3.35 KSI MIN. CONCRETE EXTERIOR INTERIOR �% A LL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) A 2x WOOD BUCK ®(SEE NOTE 4) OPTIONAL 1x • WOOD BUCK (SEE NOTE 4) wasp FJC FJC elaaaep FJC • ." 1 3/8" MIN., 1/4" TAPCON® •1.3/4" MIN., 1/4" CRETE -FLEX 1/4" MAX SHIM era ff/f3+SB 1/4" MAX SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 114° MIN. 1/4' MAX SHIM CONCRETE ANCHOR, FFI BELOW MEETING RAIL. (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL C .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. 1318" MIN. 1 3/8" MIN. A 1/4' MAX SHIM ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4' SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4'. 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/T. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 118' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX —+ SHIM 1/4" MAXI SHIM DETAIL F, (HEAD) .131' DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5'O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME ��!IIh)11 HIP V .131' DIA. MIN. I" • ^v HIP x CORNERS NAIL, . 1 1 DETAIL G, (SILL) 1/4' X SMAHIM WOOD FRAME NIAmar Dar !24/00 81005 Bait= A mead go, J.J. ADD AMORAL FIN ANI A UPDA REORDER OTES. ADD NOTE 7. S UPDATE CONCRETE EMBEDMENT ADD NOTE BRE RAT HEAD ANCHORS. 2123/17 1070 TECHNOLOGY OWE NOlCOMM, FL 94215 P.O. BOX 1529 NOKOM9, FL 94274 PICT YtslLFj Better ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Se d 811100 sot NTS 11 a 11 waven4040 -20 l B BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT TED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS I. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- • • No. FTL 3587 dated 10/8/02, signed and sealed by Jo e . h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 08- 11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th:, _ 'es C -740 Aluminum Casement Window -- L.M.I., approved 0� 3/06, ex •'�f a -� 5/22/08. Manuel P .. P.E. Product Contro.i iner NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. CONFIGURATIONS OPTIONS x 0 4 x 0 x x i 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL UTES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LtTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7116" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 44.E "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "X0" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. ,A.4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 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 ® SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. L17. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. A knew >r Deis F.K. 325/03 tmmar F.K Oat. Revisions: 5 ADD 13/16 LG. & MOVE GLAZING3GETAILS TO SHEET2 7/10/03 ar F.K. 0/23/05 arc neoorm„ NO CHANGE THIS SHEET raaa ar Dee Chsded ar. F.K. 12/17/02 ADD 76HT., GLASS TYPES FAND G. REVISE ANCHORAGE. Dee 1070 TECMVOLOGYDRIVE NOKOMIS. FL 34275 P.C. SOX 1529 NOKO44IS. FL 34274 rG"`"""' Visibly Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT se4armoaec CA.740 NTS Show 1 m 13 Oresiv 7045-8 PRODUCE' REa1:u•RS ascorarna•lov rail ;ac Meat A.��1r,•: �:D L.q ode Fs imetCenenit, Lucas A Tunes, P.E. PE 058201 Mechanical A, 1/8" ANNEALED OR .090 PVB INTERLAYER 86 HEAT STRENGTHENED 1 GLASS 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE - 30 31 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT �- STRENGTHENED GLASS .65" NOM. GLASS BITE Rma4ar Dale: Rerbbm: F.K. 3/26/03 8 Read ey. F.K Rwmar Fit 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" 1.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL PROMCW Dater 7/10!03 itevirkm C REDRAW GLAZING DETAILS & ADD 13N6"LG. NO CHANGE THIS SHEET Drab, Data: 6/23/05 Review= D ADD 13/16. LAMI I.G. W/7I167AM1 & CORRECT S/16"LAM! DETAIL oxen 03/25/03 mocker Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1528 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT sel"vumee CA.745 Eamar NTS 2 m 13 Drawing No 7045 -8 ( Vs i /ate Luxe A. Turner, P.E. PE #58201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATION TYP. 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. --- 99 96y F.X Hera 46y. kerld F.X By F.X 325/03 7110103 6/23105 ::ems C SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. --DAYLIGHT OPENING 7 ANCHOR LOCATION TYP. 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 30° MAX. DAYLIGHT OPENING 13" MAX. O.C. 4° MAX. 4" MAX. F A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT / \ / / / \\ \ SEE MEETING \ RAII/DETAIL 1/7. (2) >-\- A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT / K/X \- \ O \\ 30" MAX. -- DAYLIGHT -- OPENING 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION / X 69" MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. 13" MAX. O.C. - I--- -� 60" MAX. FIXED 76" MAX. HEIGHT 1- 141/2° MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) PRODUCT RENEWED as comply548 9,551193P591911 CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX H7: 7076 -AND MAX 01.0 TO 69• tea, F.K Da" 12717/02 rmthr" ay Dare: 1070 TECHNOLOGY DRIVE NOXOMIS, FL 34275 P.O. BOX 1529 NOXOMIS, FL 34274 �T- VtdrbijbiJeBener "XX" & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 13 Ocadng� 7045 -8 f. Lucas A Turner, P.E. PE 958201 Mechanical "m4 By F.K arras ay: F.K. Raved ay: FK 7/10/03 CHANGE MAX H7. 7076'ANDMAX DLO TO 09' DENOTES HINGE LOCATION AT HEAD & SILL OF ",X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL Date 3/25/03 dew X3/05 141/2" MAX. O.C. VENT HEAD & SILL ONLY Reateb ; 8 13" MAX. O.C. 4" MAX 4" M 37" MAX. WIDTH 60" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT - DAYLIGHT OPENING OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. i 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 141/2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 4" MAX. 97" MAX. WIDTH 1 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. A 69" MAX. DAYLIGHT OPENING L 4" MAX. 4" MAX. . ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 30" MAX. 53" MAX. DAYLIGHT 4- DAYLIGHT OPENING OPENING /Th -I 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MANX DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) i--- I- . 1 13" MAX. O.C. 4° MAX. -- -- 37" MAX. VENT » 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT PRoeticrREVt9ab Wiles cse, Alteptiopp s — PRODUCT R1'.N W I coa+ikfi"g with flit Rlatlk Cd t CHANGE SHEET NO. REFERENCES Restskrow ADD HINGE DETAIL 8 HINGE LOCATION NOTES Bmm By F.K. Dele 12/17102 Clacked Br F.K 1070 TECHNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 vi#iM�rLjeBener Bmtnen "X", "0", XO" & OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT seeunwdet CA -740 NTS Meek 4 m 13 Dewing No. 7045-8 VVo Lucas A. Turner, P.E. PE #58201 Mechanical / i -I 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MANX DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) i--- I- . 1 13" MAX. O.C. 4° MAX. -- -- 37" MAX. VENT » 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT PRoeticrREVt9ab Wiles cse, Alteptiopp s — PRODUCT R1'.N W I coa+ikfi"g with flit Rlatlk Cd t CHANGE SHEET NO. REFERENCES Restskrow ADD HINGE DETAIL 8 HINGE LOCATION NOTES Bmm By F.K. Dele 12/17102 Clacked Br F.K 1070 TECHNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 vi#iM�rLjeBener Bmtnen "X", "0", XO" & OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT seeunwdet CA -740 NTS Meek 4 m 13 Dewing No. 7045-8 VVo Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE, 5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19 1/8 A -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 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -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 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 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 26112 A -90.0 70.0 -90.0 70.0 -90.0 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 -69.9 69.9 -67.8 67.8 - 66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -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 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68A -63.9 63.9 -60.0 80.0 -58.5 58.5 -56.2 56.2 -53A 53.4 -51.3 51.3 -49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 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 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 racomKtilvisto NNW fir •• - 2- - tirxa .; ALA r ' 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 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6" B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH -90.0 70.0 PRODUCT RENEWED as complging with the Float B6kUngCada TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4807, FTL -4608 GLAZING OPTIONS: C. 7116" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 Acceptance a „_. =,,,,:, Ka I1; a Dace !!_TG4 h�'. NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. J �;- /�� /_ A` rr- O � Lucas 0. Turner, P.E. PE 958201 Mechanical a."4er• P.K Dab. 3/2503 B ADD GLASS TYPE TO TABLES t 84 1075TECHNOLOGYDRNE NOXOMIS, RL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P -1- PRESSURES- X CONFIG. WINDOWS Read* FJC OM 7/20/03 Rents.. C NO CHANGE THIS SHEET T+. ALUMINUM CASEMENT WINDOW, IMPACT Ammar FJC 6%13/05 ""°� D REVISE ANCHORS & ADD 76- HEIGHT OPTION ay: FIC w% 12/27/02 cneexe45y aatn I Visibly Better "°ratl"' CA -740 ' NTS .x 5 " 13 ...X0 7045 -8 ft, D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG PCS 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 -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 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 - 65.2 65.2 - 63.0 63.0 -60.8 60.8 -58.0 58.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 68.4 68.4 - 63.9 63.9 - 60.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 53.4 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 58.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60,4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 7 4 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 4. "XX" WINDOWS X X TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE, 5/16" LAMI -W/ 1 /8"HS,.090,1 /8"HS) TABLE 5. "XX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 TEST REPORT: FTL -3580 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH TABLE 5A. 1 -90.0 70.0 "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7116" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: j 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rawsd mr Dater er F.K 8/2395 0 12/17/02 Ri D REVISE ANCHORS 8 ADD TABLES 70' HEIGHT OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Visibly Better PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT __Moat $ t Stn mrm CA -740 NTS 6 m 13 7045 -8 COMPARATNE ANALYSIS TABLE 6. "0° & "1/4- 112 -1/4 X0X" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4808 GLAZING OPTIONS: A. 5/16` LAMI (1/8"A,.090,1/8 "HS) B. 5/18" LAMI (118"HS,.090,1/8 "HS) C. 7/16° LAMI (3/16"A,.090,3/16°HS) E. 13/18" LAMI (1/8`HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.0901/8"HS) F.13/16" LAMI (1/8"A, AIR SPACE,7 /16" LAMI -W/ 3 /16"A,.090,3/18'HS) HEIGHT WIDTHS "0" "XOX" 28 31 38 383/8 43 48 50 5/8 54 57 63 67 72 76 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 36 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 NEG POS NEG POS NEG POS 44.8 -42.2 42.2 -39.7 39.7 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 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -90.0 -59.0 70.0 -90.0 70.0 52.8 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 59.0 -52.8 -48.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.8 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 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -87.8 70.0 67.8 -90.0 -82.1 70.0 82.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 391/2 79 -55.7 55.7 -49.8 49.8 -48.9 43.6 -41.1 41.1 -38.6 38.8 -36.5 36.5 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 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 42 84 A -75.0 70.0 -75.0 70.0 -62.4 82.4 -58.4 70.0 58.4 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -63.3 63.3 -56.4 56.4 53.4 -50.0 50.0 -48.9 46.9 -443 44.3 -832 70.0 -55.01 55.0 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F 45 90 A -90.0 -75.0 70.0 70.0 -90.0 -70.3 70.0 70.0 -90.0 -58.0 70.0 58.0 -80.0 -54.6 70.0 54.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.8 70.0 -55.01 55.0 -59.3 59.3 -53.6 -50.9 50.9 -47.5 47.5 -44.7 44.7 -42.1 42.1 -39.7 39.7 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 ,70.0 -90.0 70.0 48 98 A -75.0 70.0 -65.0 65.0 -543 54.3 -51.1 51.1 -90.0 -55.1 70.0 55.1 -90.0 -51.4 70.0 51.4 -88.2 70.0 -81.8 70.0 -76.9 -72.4 70.0 69.2 48.6 -45.3 45.3 42.5 -40.4 40.4 -38.4 38.4 B,E -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 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 6012 101 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 70.0 48.7 -80.9 70.0 -75.0 70.0 -70.7 70.0 67.3 -64.1 -55.01 55.0 -55.01 55.0 -5321 53.2 43.5 -41.3 41.3 -37.1 37.1 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 -74.3 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -58.7 70.0 58.7 -90.0 -48.7 70.0 48.7 -90.0 -45.4 70.0 45.4 -90.0 -50.0 70.0 50.0 -812 -48.1 70.0 48.1 -75.7 -44.2 70.0 -70.3 70.0 -86.8 63.5 -80.5 60.5 -52.61 52.6 531/8 108 3/8 44.2 -42.2 422 -40.1 40.1 -38.0 38.0 -38.2 36.2 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 70.0 70.0 -75.0 70.0 -72.4 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -58.2 70.0 58.2 -90.0 -47.9 70.0 47.9 -90.0 -44.5 70.0 44.5 -88.6 -49.1 70.0 49.1 -45.3 70.0 -71.1 70.0 -63.0 63.0 -60.0 57.3 -53.81 53.8 54 108 45.3 -43.4 43.4 -41.9 41.9 -39.8 -37.6 -35.9 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -57.1 70.0 57.1 -90.0 -48.4 70.0 46.4 -90.0 -43.3 70.0 43.3 -86.9 -47.5 70.0 47.5 -75.0 -43.9 70.0 -70.1 -42.2 70.0 42.2 -65.4 -40.8 -61.8 61.8 -59.1 59.1 -nal 52.8 5512 111 8,E 40.8 39.1 37.2 -35.4 35.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -56.2 70.0 582 -90.0 -44.8 70.0 44.8 -90.0 -42.1 70.0 42.1 -84.3 -48.2 70.0 482 -42.5 70.0 42.5 -41.2 412 -63.6 63.8 -60.1 80.1 -57.5 57.5 -54.8 54.8 67 114 -39.8 39.8 -38.5 38.5 -38.7 -34.8 34.8 B,E C,F -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 70.0 A -90.0 -742 70.0 70.0 -90.0 -55.0 70.0 55.0 -90.0 -43.4 70.0 43.4 -90.0 -40.9 70.0 40.9 -81.8 -44.8 70.0 44.8 -41.3 70.0 41.3 -402 66.7 -81.8 81.8 -55.9 -53.2 53.2 -49A1 49.4 5812 117 402 -38.7 38.7 -37.6 37.8 -38.1 -342 342 B,E C,F A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -722 70.0 -68.4 68.4 60 120 8,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -89.0 -72.9 -75.0 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -64.9 64.9 -57.3 57.3 -54.5 -39.2 39.2 37.6 -38.7 36.7 -35.5 54.5 35.5 -51.6 51.8 -33.7 C,F 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -71.0 70.0 67.4 43.8143.6 41.7141.7 -80.0 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. TEST REPORT: FTL-3550 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rm ter F.K Fonder F.K Ro"s.a 8 ADD GLASS TYFE ETO TABLE 6 Revsdey F,l( O.a"n 6y F.K. 7/W/03 Rouble¢ C NO CHANGE THIS SHEET nmo: 623/05 Duke 12/17/02 Revisions: D Geckeder CHANGE ANCHORS AND ADD 713. HT. OPTION Oster 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34175 NOKOMIS R_ 34274 4 1 2 1 4 PRODUCT RENEW= Bidding Cede AceeptisuseNe ICXXx ALUMINUM CASEMENT WINDOW, IMPACT SoneesUakot NTS 7045-8 Lucas A. Turner, P.E. PE 55EQ01 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1/8 "HS) "XO" WIDTH °XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC ' POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 - 82.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 - 63.9 63.9 -60.0 60.0 - 58.5 58.5 - 58.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 582 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 - 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 .49.9 49.9 -46.4 46.4 -43.5 43.5 41.1 41.1 - 38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1 /8 °HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5118° LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3 -1/3 -113 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3 /16 "A,.090,3 /16 "HS) ALL ")(0" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 1 3 X 1 3 O X X 0 O X TABLE 10A. "XO" or "OX" & "1/3.1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FM-4608 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /161HS) F.13/16" LAMI (1/81L,AIR SPACE, 7116" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "113- 1 /3-1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rend BY F.K Rear ay: F.K ltmxder. FA Dew 326/03 e>re 7/10/03 Revisit= e ReWbne ADD GLASS TYPE E TO TABLE9 NO CHANGE THIS SHEET astir 6/23/05 Revisions: 0 CHANGE ANCHORS AND ADD 75° HEIGHT OPTION erentar F.K. Dore 12/17/02 cheated Sr 1070 TEGHNOLOOYDRIVE NOKOMIS. FL 34275 P.O.60)1 1529 NOKOMIS. PL 34274 RGT Visibly Better PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS 110s ALUMINUM CASEMENT WINDOW, IMPACT smn"mr CA -740 NTS m 13 #move No 7045 -8 Z- C7 Lucas A Turner, P.E. PE 658201 Mechanical COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL-4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,118"HS) B. 5/18" LAMI (1/8"HS,.090,1 /8"HS) C. 7/16" LAMI (3/16 "A,.090,31161HS) E. 13/16" LAMI (1/81-IS,3/8" SPACE,5116" LAMI -W/ 1/8 "HS,.090,1 /8"H5) F. 13116° LAMI (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT WIDTHS "XOX° VENT FIXED 26 36 38 3/8 43 48 50 5/8 54 57 60 67 72 76 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG FOS NEG POS NEG FOS NEC POS 69.284 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 -53.3 53.3 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -69.1 70.0 -90.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 86.919 24 38.919 89.1 -63.4 63.4 -56.5 58.5 -50.4 50.4 -47.5 47.5 .44.1 44.1 -41.6 -39.2 39.2 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 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 95.973 27 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 70.0 52.8 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55.01 55.0 -49.1 49.1 -46.2 -43.6 43.6 -41.1 41.1 42.973 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 C,F -90.0 108.849 30 48.649 A -75.0 70.0 70.0 -90.0 -53.5 70.0 53.5 -90.0 -50.4 70.0 -90.0 70.0 -90.0 70.0 -00.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.01 55.0 -55.01 55.0 50.4 -54.5 54.5 -50.7 50.7 -48.2 • 482 44.9 -42.0 42.0 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 70.0 -75.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 115.892 32 A 51.892 -76.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 70.0 47.4 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 -83.1 63.1 -55.01 55.0 -55.01 55.0 -45.5 45.5 42.7 40.7 40.7 -38.8 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,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.8 70.0 -73.2 70.0 88.3 -84.8 -61.4 122 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 -4t4 41.4 -39.5 61.4 -58.8 58.8 -55.01 55.0 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 -71.4 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -46.8 70.0 46.8 -90.0 -43.6 70.0 43.6 -85.8 -47.9 70.0 -74.0 70.0 -69.4 69.4 -64.7 64.7 -61.0 81.0 -58.4 58.4 -55.7 47.71 47.7 123.135 34 55.135 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -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 -71.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -45.5 70.0 45.5 -90.0 -42.6 70.0 42.8 -85.0 -48.7 70.0 46.7 -73.1 -43.1 70.0 43.1 -68.8 68.8 -64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 -51.51 51.5 4721 47.2 128.000 34.791 56.418 -41.6 41.8 -40.2 402 -38.7 38.7 -36.9 -35.0 35.0 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 -73.7 70.0 -70.1 70.0 C,F A -90.0 -74.4 70.0 70.0 -90.0 -43.8 70.0 43.8 -90.0 -41.2 70.0 41.2 -82.8 -45.1 70.0 45.1 -71.3 -41.5 70.0 -87.3 67.3 62.5 -59.2 592 58.5 53.8 45.81 45.8 130 35.898 58.209 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 362 -34.3 34.3 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 -75.0 70.0 -72.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 130.378 38 A 58.378 -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -85.3 -40.3 85.3 -57.6 -54.7 54.7 -51.9 51.9 40.3 -38.8 38.8 -37.6 37.6 -34.3 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 70.0 -72.3 70.0 -68.5 68.5 -48.1148.1 43.91 43.9 41.91 41.9 C,F A -90.0 -72.9 70.0 70.0 -90.0 -42.2 70.0 42.2 -90.0 -39.7 70.0 39.7 -79.6 -43.5 70.0 43.5 -89.1 -40.4 69.1 -65.1 -39.2 -57.4 -51.7 51.7 134 37 60 40.4 39.2 -37.7 37.7 36.7 -35.5 35.5 33.7 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 70.0 -73.3 70.0 70.0 -67.4 C,F -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 1(0' & OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. 59.1 -55.9 -53.0 53.0 -50.0 50.0 42.81 42.8 TABLE 12. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/18" LAMI (3/16°HS,.090,3/1frHS) ALL "X0X" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH 70.0 TABLE 12A. °X0° or "Or & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 ALL °XOX" SIZES UP TO 134" WIDE x 76° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rene87 F.IC Rne1 By F.K. flaw 3!25/03 RBw10ne: 0 0 UNEQUAL LITES UNEQUAL LITES 0 UNEQUAL UTES PRODUCC SulaMECLeJa • ADD GLASS TYPEE TO TABLE 11 Rs. By FX 7110/03 C NO CHANGE THIS SHEET 6723/05 Iterloms D CHANGE ANCHORS AND ADD 76• HEIGHT OPTION ommey F.I( 12/17/02 gamey mom: 1070 TECHNOLOGY DR/VE NOKOMIS, FL 3075 13 LT_ Visibly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT Senceatiaa NTS Daft 7045-8 A 71 Lucas A Turner. P.E. Mechanical 0 GI REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A .r. MAX. VENT DAYLIGHT ®OPENING (SEE SHT. 3) OGG MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A /REFERENCE "XX' FRAME ASSEMBLY DETAIL, SHEET 11 A i 15 MAX. VENT F ,�„ I-- DAYLIGHT OPENING . I 0 if (SEE SHT. 3) © (s) �Q@ LEI MAX. WIDTH (SEE HT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT 0 VERTICAL SECTION FIXED UNIT HORIZONTAL SECTION - XX cilia W W MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X 0 ISO5 CT REVISED MONwptykit �wiH the MIAs 8 PRODUCT RENEWED as implying with the Plod& %Wag Cello Ample= No +:., 1/ Date Z!-1 L✓, 2013 Feeder F.K aab: 3/25/03 AMa4o r 8 ADD 13/16 LG. GLAZING BEAD ITEM Fent08r PK Dab: 7110/03 AeWfom. SHOW TOP HINGE Aewdar F.K. 6123/05 0 CHG SHT. NO. REF AND ADD ITEM 89 oa,"ser F.K Gab: 12117/02 cnemmdEly 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P�T Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT sart,s4n m CA-740 sm. NTS Mast 10 a, 13 Drawing,. 7045-8 114.r/or Lucas A. Turner, P.E. PE 658201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. 0.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB / "0" FRAME JAMB Rend ar. F.K "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL Dek: 3/25/03 MAIN FRAME ASSEMBLY DETAIL 0 -►I 1.376" Ti � 440" .095"-F CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 1 .434" 2.854" .062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 2.784" OFIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A 3.544" .062" NOM. .062" NOM. 2.784" 2.919" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A PRODUCT RENEWED as 4®Wrlmsvtm 194 Maas RaMUvy rc3a Acrs : td® Reasons: B NO CHANGE THIS SHEET Realer F.K Dane 7/10/03 NO CHANGE THIS SHEET Rimear FX Dale 0/23/00 nom. : ADO 1715W 89 Dn"m0r F.K Dale: 12/17/02 1111441187 Dal 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1029 NOKOMIS, FL 34274 P4G-11-- Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 Awing m. Rer D NTS 11 a 13 7045 -8 IVItAvs- Lucas A. i Truer P.E. PE 950201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8X1 QUADPHSMS 3 7008 FRAME CORNER KEY 4 1/2"X1/2"X1/8" CLOSED -CELL FOAM TAPE 7003A. SASH - TOP, BOTTOM & SIDE RARS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 10 7026 MAXIM MULTI - POINT LOCK LOCK SUPPORT PLATE 11 #10-24 X.562 PH. PN. TYPE F 12 7014 13 1157 78X78PPSMS MULTI -LOCK KEEPER (R.11. & LHL) #8 X .875 P11. EFL 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 H 21 7032 22 78587A STUD BRACKET (L.FL & R.H.) #8 X 5/8" FLT. PHI. SMS 23 7033 24 7022 OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 25 7023 26 710x12FP 12" HINGE (HEAVY DUTY) #10 X.500 PH. PHL. 30 5/16" LAMINATED (I/8A & 1/813S GLASS) .090INTERLAYER- SOLUTIA OR DUPONT PVB 31 5/16' LAMINATED (1/8145 & 1/8119 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16115 & 3/1611S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 41 7042 43 1224 6T1'247 44 45 46 GLAZING BEAD (5/16°) GLAZING BEAD (7/16") VINYL BULB WSTP (THICK) SBSCONE - DOW CORNING 899, 995 OR EQUIV. PARABOND 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 712X1PPT #12 X 1" PH PHIL TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 72 7018 7PLDHD SNAP-ON T- HANDLE KNOB FOLDING HANDLE R"wdey F.K. PO. RK RowdUy. F.K. F.K. ostx 3125/01 Dettr 7/10/03 6723/05 ReWbro. B PARTS LIST CONT. ITEM DWG # FGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - BEAD, SILL &JAMBS 81 1155 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16' LG. GLASS (133`11S, AIR SPACE, 5 /16 "LAMI) 5/16° LAM(= (2) LITER OF 1 /811S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16' LG. GLASS (1/8"HS, AIR SPACE, 7 /16"LAMI) 7/16" LAMI 3116A & 3/16HS GLASS WrTHAN.090INIERLAYER - SOLUTIA OR DUPONT PVB 88. 13/16" I.G. GLASS (1/8°115, AIR SPACE, 7 /16"LAMI) 7/I6" LAMI= 3 /1611S & 3/1611S GLASS WITH AN. 090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" Jam`;` .865" 40 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" —1 .050" .865" 41 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" .423" 0 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 7 993° r .040° .172" .870" ((( 1.050" F-- .569" O13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" .062" 1.124°r- INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701' i 0 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A ADD 13/18" LG. GLASS & GLAZING BEAD Reristom NO CHANGE THIS SHEET Red oo: Deb: 12/17/02 G""kedey ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS87, 88 AND 89 Osta: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 39275 P.0.80X 1523 NOKOM/S, FL 34274 PARTS LIST & EXTRUSIONS Visibly Better 1t ALUMINUM CASEMENT WINDOW, IMPACT CA-740 soak NTS 12 m 13 7045.8 D tumultTi..mer, P.E. PE #68201 Mechanics! A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -j ASEE NC'T.` c NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Rm°d er Offie: eeeTtee FX. 3/25/03 B A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 A SEE NOTE 4 11/2" L._ MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM A SEE NOTE 1 3131. i11- .1.1'1111 '..yilll 1 ll;lll!!Illtlll, 1 1/4" MIN. A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM — i r- A SEE NOTE 2 A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM ASEE NOTE 1 A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 i11111.,11311tIR1I11 II SEE NOTE A 1 SEE NOTE 4 1 1/2" .-- MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK „I iItl111iI111111Y A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE r A SEE NOTE 4 11/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. Revd er FC Road Br FK Oremd By F.IC taw 7/10/03 bee: 5/23/05 NO CHANGE THIS SHEET Rmbtrns NO CHANGE THIS SHEET awaked er REVISE NOTES AND REMOVE 3/15• TAPCONS & 914 SCREWS 12/17/02 10707ECHNOLOSYDRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Visibly Berner ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT ."1.11.1, CA -740 Seater NTS 13 13 R. 7045 -8 Rat D Lucas A. Turner, P.E. PE 958201 Mechanical MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/builddinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, 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 Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform. Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 if/ Manuel Per Product Control _ i ,T" 1 NOA No 07- 109 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03-0421.01 issued to Saluda Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to TOT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116° LAMI CONSISTING OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18° LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716° LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS :.I TH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/18' LAMI 13: (1) LITE OF 118° OR 3/16° ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI IG: (1) LITE OF 1/8' OR 3/18° ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16° LAMI IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8° AIR SPACE AND 5116° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLE QKEEPSAFE MAXIMUM PVB INTERLAYER. .1. 13/16° LAMI IG: (1) LITE OF 118° OR 3/16" ANNEALED (MIN.) GLASS, 3116° OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K.13/16° LAMI 13: (1) LITE OF 118' OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 1/4° AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/18' LAMI 13: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 7/18' LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: O�X X9, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSMVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4858, FTL-4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01,03. 0225.05 ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL A. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CLJRkjEN ,Tj;ELIILTjK))ad[Ji)14DING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Bentley F 4/15/07 ReWsiors c ADO FTL5330 TO NOTES 74 CHG. NOTE8 TO CURRENT EDIT. ReveCay F.K nt 10/17/06 R°°bimec CHANGE TOASTME 1300-02 F.K. oga 5/13/06 ReHeb . A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 78 NOTES Organ By F.K. 2128/06 a,mmue): J.J. 3!23/06 1070 7ECANOLOOY DRIVE NOCOkIS, FL 34275 P.0. 11051529 NOKOMI3, FL 34274 Visibly Bruer DescrOar GENERAL Iklei rES` ' rmr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sm°vuua°e HR710 NTS I 1 m 11 5" 4127 -10 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED as complying with 11m Florida is 76:14, Code Am -Tim= No 0 0 SA O Expiration Date " s2 _ i L. Clark, FE. PE 639712 S Lanai 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS C] EXTERIOR INTERIOR* (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16° LAMINATED GLASS 112" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER — 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16° LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS WI 7/16" LAMI PRODUCT REVISED as complying with the Florida Building Coda Expiration Ditto.h/ Bq , rada Pmd t erf y' Read Sr Rehr RaWab¢ FK 4/15107 C NO CHANGE THIS SHEET Reee46y F.K. mew 10 /17/08 RaMep¢ NO CHANGE THIS SHEET Read 13y. F.K the 5113/08 : A ADD AIR SPACE DIM. TO LAMI /0 DETAILS Dn"n ay F.K. 228/06 under. J.J. 323/08 1070 TECHO4OLOSY DRIVE NOKOMIS, FL 34275 P.O. S9X 1828 NOKOMIS. FL 342/4 POI Vrsib[y Better GLAZING DETAILS ro° ALUM. HORIZONTAL ROLLER IMNDOW, IMPACT SesyNadet 1,07710 Full owe 2 m 11 4127 -10 L. Clark, RE. PE 839712 Structural TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP T0111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7116" A,B,C, G,H,I +60.0 -60.0 TO 86 7116" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 518" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 1 =::^ "' "- SE2 6.M ^? .yl..;.7401 the Florida s"" .,,coe 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 75.0 aon,t,'.• __ gf B` in,= -rte ", ' GLASS TYPES: TEST REPORT F11 -4858 (XOX), FTL -4859 (OX & XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5116" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3116" A) E. 7/16" LAMI- (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI 1G -118" OR 3116 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1 /8 "A) H. 13/16" LAMI 10 -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1 /8"HS) L 13/16" LAMI 1G -1 /8" OR 3116 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "HS, .090,1/8"HS) J. 13/16" LAMI 10 -1/8" OR 3116 "A, 3/16" OR 1/4" SPACE, 7/16" IAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI 10 -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16 "HS) L. 13/16" LAMI IG -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI- (3 /16"HS, .090, 3 /16 "HS) /a /° Robert L. Clerk, P. E. PE 839712 structural ....der F.K. 5� 4/15/07 ,.: C ADD INTEGRAL FIN OPTION & {/PDATEAS7M E 1300.02OP4 1070 TECHNOLOGYORIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 �� _ DESIGN PRESSURES FK 10/17/06 B REVISE DP TABLES TO ASTM E 1300-02 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT '"" Wad By: F.K 5/13/06 "°"""" A ADO AIR SPACE DIMENSION CLASS TYPES G THRU L Omar air FK Dew 2/28108 co.Ndar. J.J. ame 323/06 I Visibly Better s'2"'"' HR710 saw NTS 3 - 11 Math* N 4127 -10 C 27 3/8° MAX. DLO —•- VENT 6 54 5/16° MAX. DLO FIXED i 0 6 110° MAX WIDTH I.F. FRAME 111° MAX WIDTH FLANGE FRAME RCM DETAIL B - XOX (1/4- 1/2 -1/4) 36 °MAX DLO FIXED 33 9N8° MAX. DLO DLO VENT r-• A 57 3/8° MAX DLO ALL FIXED LITES O A 58° MAX DLO ALL VENTS 82° MAX I.F. FRAME ALL CONFIG. 63" MAX FLANGE FRAME ALL CONFIG. Q C 73° MAX. WIDTH I.F. FRAME 74° MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO Q 27 3/8° MAX DLO VENT X 273/8° MAX. DLO -+- FIXED 0 X 1- 85 7/16° MAX WIDTH I.F. FRAME — . Q X86 7/16" MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) ICI' REVISED ..:.';:: vrdd We Florida .ace no-D: ration Dtc O43f31 S Y -ijo s F.K Reran Byr F.K Reran By: Draw F.K 5/13/88 t neraww 4/15/07 C bake Revision: 10/17/88 S ADD INTEGRAL FINFRAMIE MAX DIMENSIONS AND CORNER CONSTRUC7TONDETAIL FROM SHE B. NO CHANGE THIS SHEET Darn a7r tmab F.K. 2/28/06 A NO CHANGE THIS SHEET Cholera . Dann J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.0.80X 1820 NOKOMI8, P1.34214 1 ELEVATIONS 1:1 NTS Visibly Better ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Soleettabdek HR710 abaft 4 d 11 4127-10 INTERIOR ortlivik ANN 0 EXTERIOR I--- MAX. FIXED DLO ---I MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGEAFRAME) MAX HEIGHT FLANGE © FRAME INTERIOR ;4 41111111111111111 L MAX. FIXED DLO — . MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIFRAME) EXTERIOR 0 SECTION C-C (VERTICAL SECTION, FLANGE FRAME) Rmetley Data F.K 4/15107 Parsaby F.K newsy: F.K baeney F.K. bee: Revtalanr SILL INTERIOR (VERTICAL SECTION, I.F. FRAME)) 10/17/08 bale: 5/13/08 ReoisknIs ADD INTEGRAL FIN FRAME ITEMS 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET Reakaais A NO CHANGE THIS SHEET 2128/08 taeoledy J.J. / 3100 I 32 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1520 NOKOMIS, FL 34274 PGT Visibly Better HEAD (VERTICAL SECTION, I.F. FRAME)) SECTIONS Taa ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ae HR710 Half Shoot 5 d 11 Deed. Na 4127-10 Rea C MAX. VENT DLO PRODUCT REVISED 81 com°Iying with the Florida Erd: ": Coda Ar.;:oj':.r¢e No Dom Robert L. Clerk, P.E. PE 530712 Structural ITEM DWG# REV DINCRIPTION MAIL PGIW 4102 A FLANGE FRAME HEAD 6063 -T6AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 #8X3 /4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063 -T6AL 64136 7 4137 SILL ADAPTOR 6063 -T6AL 64137 8 4131 ROLLER TRACK 6063 -T6AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 16 4I10 G SCREEN ADAPTOR 6063 -T5 AL 78IPQA 64110G 17 4054 B FIXED MEETINGRAIL 60631 -ID-T6 AL 64054A 19 4066 WSTP.„187 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 225-1 WSTP,.250X 270 BACK, FIN SEAL 61683G ROLLER HOUSING& GUIDE 42112IID 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRALL 6063HS -T6 AL 64006 33 1235 WSTP,.170 X 270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP,.250 X 270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 41 4139 LF. FRAME HEAD 6063 -T6AL 64139 40 LIFT RAIL COVER CAP 74078 "C" L ORR 42 4140 I.F. FRAME SITS, 6063 -T6AL 64140 43 4141 I.F. FRAME JAMB 6063 -T6AL 64141 50 51 1224 GLAZING SILICONE, DOW 899, 995 OREQUWALENT VINYLGLAZINGBEAD BULB (THICK) 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP247W,K 6TP248K 53 4039 13 GLAZINGBEAD - 5/16" 6063 -T5 AL 6403913 54 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 6063-T5 AL 644703 55 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GR1LLKIT 59 4067 GIAZINGBFAD - 13/16" 6063 -T5 AL 6063 -T5 AL 6985 64067 60 GLASS, 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 61 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 63 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 65 7/16" IAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) wrrder F.K. wder F.K. wader F.K Date: 4/15/07 Reablanc A A ITEM DWG # REVI DPSCRIVIION I MAIL j PGI# 66 GLASS, 13/16" LAMI IG.1 /8 "A, 3 /8"AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 67 " 13/16" LAMI IG- l /8 "A, 3/8" AIRSPACE, 5/16" IAMI (1/8 "A, .090 PVB, 1/8"HS) 68 13/16" LAME IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAME (1 /8 "HS, .090 PVB, 1/8"HS) 69 " 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (118 "A, .090 PVB, 1/8 "A) 70 " 13/16" LAMI IG3 /16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB,1 /8 "HS) 71 " 13/16" IAMI IG•3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 72 " 13/16" LAMI IG.1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/I6"A) 73 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 74 " 13/16" LAMI IG•1/8 "A,1/4" AIRSPACE, 7/16" LAMI (3116 "HS, .090PVB, 3/16 "HS) 75 " 13/16" LAMI IG•3 /16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3 /16 "HS) 77 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE 7/16" LAME (3/16"HS, .090 PVB, 3 /16"HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105 -H14 AL 91 1630 SCREEN CORNER KEYW/RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST,ST, 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN CLOTH OA I.F. FRAME HEAD 2.784 .062 I 1.988 O43 I.F. FRAME JAMB ® 44141, 6063 -TB ADD ITEMS 41, 42 & 43 Dtas"ey F.K 10/17V0 abb: 5/13106 Revisfortx NO CHANGE THIS SHEET wrisk s A pee 228106 J.J. ADD SPACE DIMENSIONS ITEMS 86 THRU 77. 3123/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. SOX 1929 NOKOMIS, FL 34274 PUT PARTS LIST 2 710 42 .F. FRAME SILL © #4140,6063 -T8 Vis/b1y Better te" ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sot me r 161710 serer NTS 6 d 11 4127-10 Row C PRODUCT' REVISED es complying with the Florida Building Code Acceptance No 0 Expiration Date By Render F.K 0 FLANGE FRAME HEAD #4102A,6063 -T8 ----11 --062 .490 F k- 1.451+) O SASH STOP #4025,6063 -T5 062 LIt 1I .349+y 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 1.183 . .050 .878 1.096 i-T c) GLAZING BEAD, 5/16" #404413,6083 -T5 (USED W/ GRILL KIT) 4/15/77 Re s. 1. .06 3.152 6 FLANGE FRAME SILL #4138, 8083 -T6 O HORIZ. ROLLER TRACK #4131, 6063 -T6 2 1.081 h-.— 32 SASH MTG. RAIL #4006D, 8063HS-T6 .678 T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 2 0 FRAME SILL ADAPTER #4137, 6063 -T6 1.187 x+-1.403 17 FIXED MEETING RAIL #4054B,6083HD -T6 37 SASH SIDE RAIL #4126, 6083-T5 .050 ---� 1.115 -- • 1 T 56 GLAZING BEAD, 7/16" #9850,6063 -T5 (USED W/ GRILL KIT) 1.513. x.040 ►'.443 .738 O SASH STOP COVER #4053, 8063 -T5 I� -- 2.784 ----1 1.363 .062 13 FLANGE FRAME JAMB #4002A, 8063-T8 .878 1.096 f� --•-{ 0 53 GLAZING BEAD, 5/16" #4039B, 6083-T5 .83 —� 1 1.097 59 GLAZING BEAD 13/16" #4087,6083 -T5 NO CHANGE THIS SHEET Rama". FIG Res. Fly Fit Dam 10/17/06 /endear NO CHANGE THIS SHEET Mts. 5/13106 Rdm"er A NO CHANGE THIS SHEET F.K 2128/06 J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 3427$ 5.0 89X 1828 NOKOMIS, FL 34274 P Visrhly Better EXTRUSIONS tat ALUM. HORIZONTAL ROLLER WINDOW, IMPACT amt &uor 7 a 11 7+ estisedosst 118710 Half 4127-10 PRODUCT REVISED es complying with the Florida Building Ccde Acceptance No O Expiration Date Robert L. dark, P.E. PE 539712 Structural ANCHOR QUANTITIES, XOX (1141/2 -1/4) WINDOWS TABLE 4 GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L ANCHOR TYPE ) & SUBSTRATE 2,3, WOOD 2 CONC 1, CONC 23, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES TONES ZONES WINDOW SIZE w r H HEAD & SILL rn 29 11 HEAD & SILL rn 2 HEAD & SILL y 29 HEAD & SILL 2 HEAD & SILL 2 HEAD & SILL co 53.125x 38.375 48.030 50.625 54.000 60.000 6301m 1+02 +1 +102+1 2 1+102 +1+0211 2 1 +102 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1+02 +1 +102 +1 2 1 +02 +1 +02 +1 3 1 +102 +1 +102 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +102 +1 3 1+02 +1 +C2+1 3 1 +02+1 +02 +1 3 1 +102 +1 +C2+1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +102 +1 +102 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2+1 +02 +1 3 1+02 +1 +102 +1 3 1+02+1+02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +102+1 3 1 +02 +1 +02+1 3 1 +02 +1+C2+1 3 1+02 +1 +02 +1 3 1+02+1 +02+1 3 1 +102 +1+02 +1 3 1 +02 +1 +102 +1 3 1 +03 +1 +03+1 3 60.000x 38.375 48.000 50.825 54.000 x.000 83.000 1 +02+1 +102 +1 2 1+02 +1 +102 +1 2 1+02 +1+02 +1 2 1 +02 +1 +02 +1 2 1 +102 +1 +02 +1 2 1 +02 +2 +02 +1 2 1 +(2+1 +02+1 3 1 +02 +1 +02+1 3 1 +102 +1 +102+1 3 1 +102 +1 +102 +1 3 1 +102 +1 +102 +1 3 1 +02 +2+02 +1 3 1+02 +1 +102 +1 3 1+02 +1 +102 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1+02+1 +02+1 3 1 +02 +2+02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +C2+1 3 1 +02+1 +102 +1 3 1 +02 +1 +02 +1 3 1 +02 +2+02 +1 3 1 +102 +1 +C2+1 3 1 +C2+1+C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1+02 +1 3 1 +03+2 +03+1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1+02+1 +02 +1 3 1 +02 +1 +102 +1 3 1 +02 +1 +02+1 3 1 +03+2+03+1 3 74.000x 38.375 48.000 50.825 54.000 60.000 83.000 1 +02 +2 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +2 +02+1 2 1 +02 +2 +02+1 2 1 +02 +2+02 +1 2 1 +02 +2 +02 +1 2 1 +02+2+02+1 3 1 +02+1 +102 +1 3 1 +02+2 +02 +1 3 1 +02 +2+02 +1 3 1 +102 +2 +102 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +102 +1 3 1 +102 +1+02 +1 3 1+02+2+02+1 3 1 +02 +2 +02 +1 3 1+02 +2 +02 +1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1+02 +1+02 +1 3 1 +(2+2 +02 +1 3 1+02+2 +02+1 3 1 +02 +2+02 +1 3 1 +03+2 +03+1 3 1 +02 +2+C2+1 3 1 +102 +1+02+1 3 1 +102 +2+02 +1 3 1 +02 +2+02 +1 3 1 +02 +2+02+1 3 1 +q+2 +03+1 3 1+02 +2+02+1 3 1+02+1 +102 +1 3 1 +03+2 +03+1 3 1 +03 +2 +03+1 3 1 +02+2+02 +1 3 1 +03+2+03+1 3 84.000x 38.375 48.00 50.825 54.000 60.000 83.000 1 +102 +2+02 +1 2 1 +02+2 +02 +1 2 1+C2 +2+02 +1 2 1 +02 +2 +02 +1 2 1 +102 +2+02 +1 2 1+02+3+0 +1 2 1 +102 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +102 +2 +102 +1 3 1 +02+2 +c2 +1 3 1 +02+2+02+1 3 1 +03+3+0+1 3 1+02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2+(2 +1 3 1+C2 +2+C2+1 3 1 +02 +2 +102 +1 1 +02 +2 +02+1 3 1+02+2+02+1 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +03+3 +03+1 3 3 1 +02 +2+02 +1 3 1 +04 +3+04+1 3 1+02+2+02+1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +02 +2 +02 +1 3 1+04 +3+04 +1 3 1 +02+2 +02 +1 3 1+02+2+02+1 3 1 +03+2 +03+1 3 1 +03+2+03 +1 3 1 +(2 +2 +02 +1 3 1 +04 +3+04+1 3 106.375x 36.375 48.000 50.825 54.000 60.000 63000 1 +C2+2 +C2 +1 2 1 +02 +2 +02+1 2 1 +02 +3 +02 +1 2 1 +102 +3+02 +1 2 1+02 +3+02 +1 2 1+02 +4 +102 +1 2 1 +02 +3+02+1 3 1 +02 +2 +02 +1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1 +02 +3+02+1 3 1 +03+4 +03+1 3 1 +02+3+02 +1 3 1 +03+3+03+1 3 1 +C2+2 +102 +1 1 +02+2 +02 +1 3 1 +03+3+03+1 3 3 1 +03+3+0;3+1 3 1 +03+3+03+1 1 +03 +3+03+1 3 1 +03+3+03+1 3 3 1 +03 +3+03+1 3 1 +03 +4 +03+1 3 1+04 +4 +04 +1 3 1 +03+3+03+1 1+03+3+03+1 3 3 1+02 +2+C2+1 1 +102 +2 +102 +1 3 1 +104 +3+04 +1 1+C4+3 +C4 +1 3 3 1 +C4 +3+C4 +1 1 +01+3 +C4+1 4 4 1 +03+3 +03+1 1 +04+3+04+1 3 1 +04+4+04 +1 3 3 1 +05+4 +05+1 3 111.000x 38.375 48.02x) 50.625 54.000 80.000 63.000 Raw ay F.K Releal 14- F.K. Ressar. FK Deae 4/15/07 Ova: 1 +02 +3+02 +1 1 +(2+3+02+1 2 3 1 +C2+2 +C2 +1 1 +02+2+02 +1 2 3 1 +102 +3+02 +1 1 +C3 +3 +03 +1 2 1 +C2+3+C2 +1 1 +03+3+03+1 3 1 +102 +3+02 +1 2 1 +02 +4 +02 +1 2 3 1 +02+3+02+1 3 1 +03 +4 +03+1 3 1 +02 +3+02+1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1+03+3+03+1 3 1+03+4 +03+1 3 1+03+3+03+1 1 +03+3+(3+1 3 3 1 +02 +2 +02 +1 1 +02 +2 +02 +1 3 3 1 +G3 +3+03+1 1 +04 +3 +04 +1 3 3 1 +03 +3+03+1 1 +04+3 +04+1 3 1 +C3 +3+C3+1 3 4 1 +03+3+03+1 3 1 +04+4+04 +1 3 1 +04 +4 +04+1 3 1+03+3+03+1 Revlskar C 3 1 +02+2 +02+1 3 1 +104 +3+04+1 3 1 +04 +3+04 +1 4 1 +C4 +3+C4 +1 3 1 +05+4+C5+1 4 10/17/08 mew 5113108 Rot» Romons A UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES G THRU L. D,mmay Deco: Ma:4W Ely. oear F.K. 2/28/08 J.J. 3/23108 1070 TECPINOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16° LAMI - (1/8" A.090, 1/8° A) B. 5/16° LAMI - (118° A..090,1/8° HS) C. 5/16° LAMI - (118° HS,.090, 1/8° HS) D. 7/16° LAMI - (3/16° A,.090, 3/16' A) E. 7/16" LAMI - (3/16' A,.090, 3/16° HS) F. 7/16' LAMI - (3/16° HS,.000, 3/16° HS) G. 13/16° LAMI 10 - 1/8° OR 3/16" A, 5 /16' OR 3/8° SPACE, 5/16' LAMI H. 13/16° LAMI 10 - 1/8" OR 3/16" A, 5/16° OR 3/8" SPACE, 5/16° LAMI I. 13118" LAMI 10 - 1/8° OR 3/16' A, 5/16° OR 3/8° SPACE, 5/16' LAM! - J. 13/16° LAMI IG - 1/8' OR 3/18° A, 3/16° OR 1/4° SPACE, 7/16' LAMI - K. 13/16' LAMI 10 - 1/8" OR 3/16' A, 3/16° OR 1/4° SPACE, 7/16° LAMI - L 13/18° LAMI IG - 1/8° OR 3/16° A, 3/16" OR 1/4° SPACE, 7/18' LAMI - (1/8" A,.090, 1/8° A) - (1/8" A,.090,1/8° HS) (1/8" HS,.090, 1/8° HS) (3/16° A,.090, 3/18° A) (3/16° A,.090, 3/16" HS) - (3/16° HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22 1/2° MAX. O.C. TABLE KEY: O I1 +03+4 +03+1 13 1 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) � f -+I 253/4'max. -�i I---3' MIN. 1 111 1 1 1 1 151 9' REF. X O MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9° REF. 25 3/4° MAX. -► 1 112° TYP. MIN. 1 1111 1 1 1 1 1515 1 X O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS d Visibly Better ANCHORAGE SPACING, XOX (1/4 -1/2 -114) me ALUM. HORIZONTAL ROLLER WINDOW, IMPACT emmvuo_et: meet u olev.. 111,1710 8 d 11 4127 -10 NTS PP.OI'UC:T +:FVISED with the Florida Acc;-,,txnce No O Expiration Data Robert L Clark, P.E. PE 839712 Structural ANCHOR QUANTITIES, XOX (113- 113 -113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - 412 STEEL SCREWS (G5) ANCHOR TYPE) &SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD & SILL in 2 HEAD & SILL -1 (1) 2 HEAD & SILL -> CO 2 HEAD & SILL rn ¢ HEAD & SILL -1 m 2 HEAD & SILL -, 55, 2. GLASS TYPES: 2 A. 5/16" LAM1- (118' A,.080,118" A) -, B. 5/16' LAMI - (1/8° A,.090, 1/8° HS) 48.000 x 38.375 48.000 50.625 54.E 60.000 63.(00 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +532 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +532 +1 +532 +1 2 1 +C2 +1 +532 +1 2 C. 5/16° LAMI - (118° HS,.090,1/8" HS) °A,.090,3 1 +02 +1 +02 +1 3 1 +532 +1+02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +532 +1 +532 +1 3 E.7/16" LAMI- (3/18 /16" H) E. 7/16° LAMI - (3118° A,.080, 3116° HS) 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 F. 7/16" LAMI - (3/16" HS,.090,3H6" HS) 1+C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +532 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02+1 3 G.13/16" LAMI IG -1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5116" LAMI - (1/8° A,.090,1/8" A) 1 +532 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +532 +1 3 1 +532 +1 +02+1 3 H. 13116" LAMI IG - 1/8" OR 3/18° A, 5/16" OR 3/8' SPACE, 5/16" LAMI - (1/8" A,.090, 1/8° HS) I. 13116° LAMI 1 +02+1 +532 +1 3 1 +532 +1 +532 +1 3 1 +02 +1 +532 +1 3 1+02+1+02+1 3 1+02+1+02+1 3 1 +03+1 +03+1 IG -1/8° OR 3/16" A, 5/16° OR 3/8" SPACE, 5118' LAMI - (1/8" HS,.090,1/8° HS) 3 J.13/16" LAMI IG -1 /8° OR 3/16° A, 3/16' OR 1/4" SPACE, 7/16° LAMI - (3/16° A,.090, 3/16° A) 53.125x 38.375 48.000 50.825 54.000 80.000 63.000 1 +02 +1 +02 +1 2 1 +C2+1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 1 +532 +1 +02 +1 2 K.13/16' LAMI IG -1/8° OR 3116° A, 3/16' OR 1/4" SPACE, 7/18° LAMI - (3/16" A,.090, 3/16° HS) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +532 +1 +02+1 3 1 +02 +1 +02 +1 3 L. 13/16° LAMI IG -1/8" OR 3/16' A, 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16" HS,119o, 3/18" HS) 1 +532 +1 +(2+1 3 1 +532+1+02+1 3 1 +02+1 +02+1 3 1+02+1+02+1 3 1 +532 +1 +C2+1 3 1 +532 +1 +62 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +532 +1 +532 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +532 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02 +1 3 1 +532 +1 +532 +1 3 1 +132+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1+02 +1 +02+1 3 1 +02 +1+02+1 3 1102 +1 +532 +1 3 1 +02+1 +532 +1 3 1 +532 +1 +532 +1 3 1 +03+1 +03+1 3 HEAD & SILL: 10101° MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02+1 +02 +1 2 1 +532 +1+02+1 2 1 +02 +1 +02+1 2 1 +02+1 +532 +1 2 1+02 +1 +02+1 2 1 +02 +1 +02 +1 2 JAMBS: 8° MAX. M4° MFR. AX. FRO M CM CORNERS M CORNERS AND 22112° MAX. O.C. 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +02 +1 +532 +1 3 TABLE KEY: 1 +532 +1 +532 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +532 +1 +02 +1 3 1 +532 +1 +02 +1 3 1 +02 +1 +02 +1 3 X O X 1+ +1 +532 +1 3 1 +02+1 +532 +1 3 1 +532 +1 +02 +1 3 1+02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 I1 +533 +1 +533 +1 1 3 1-5--ANCHOR QUANTITY PER JAMB 1 +02 +1 +02+1 3 1+02 +1 +02+1 3 1 +532 +1 +532 +1 3 1 +532 +1 +532 +1 3 1+02+1+02+1 3 1 +03+1 +03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +532 +1+532 +1 3 1 +532 +1 +02 +1 3 1 +02+1 +532 +1 3 1 +03+1 +03+1 3 1 +532 +1 +532 +1 3 1 +03+1 +03+1 3 68.000x 38.375 48.000 50.625 54.000 80.000 63.000 1+02 +1 +532 +1 2 1 +C2 +1 +C2+1 2 1 +532 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +02 +1 +02+1 2 1+02 +1 +02 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +532 +1 +02+1 3 1 +02 +1+02 +1 3 1+02+1+02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +532 +1 3 1 +02+1 +532 +1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+(2 +1 3 1 +02 +1 +02 +1 3 1 +532 +1 +532 +1 3 1 +03+1 +03+1 3 1 +02+1 +02+1 3 1 +532 +1 +532 +1 3 1 +532 +1 +02 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1+03+1 +03+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +0 4.1 +03+1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 74.000x38.375 48. 48.000 50.625 54.000 60.000 83.000 1 +02+1 +532 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +02+1 +02 +1 2 1+02 +1 +02 +1 2 1 +02 +1 +02+1 2 1 5 I 253/4" MAX. 1+02+1+02+1 1 +532 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +532 +1 3 1 +02 +1 +532 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 1 +03+1 +03+1 3 3 �I+-3" 111 MIN. 1 111 o 5 x Pi<ODL•C6'fiEYISED as caromtying watt tia-. Florida Euildkig Code 5.09 1+02 +1 +532 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 8° REF. 3 r x 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 -` 1+02 +1.02 +1 3 1 +02+1+02 +1 3 1 +03+1 +03+1 03 3 1 ++1 +03+1 3 1 +532 +1 +532 +1 3 1 +03+1 +03+1 3 W/ QTY. OF (3) ANCHORS 84.000x 38.375 48.000 50.825 54.000 60.000 83.000 1 +02 +1 +02 +1 2 1+02 +1 +532 +1 2 1 +02+1 +02 +1 2 1 +02+1 +02 +1 3 1 +C2 +1 +C2+1 2 1 +02 +1 +532 +1 MTG. RAIL, 2 TYP.- CLUSTER 1 +02 +1 +02 +1 1 +532 +1 +532 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +532 +1 +532 +1 3 1+02 +1 +532 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +63+1 3 1 +02 +1 +03+1 EXAMPLE 3 Acceptance No O DB P 3 (SHOWN IN TABLE KEY °MAX ABOVE) •.• anon Dau: /Aft: 0(1 By ,Li ...._.... i, • ,,. Dada Product • '100 1 +02 +1 +02 +1 3 1 +02+1 +532 +1 3 1 +03 +1 +533 +1 3 1 +03+1 +03.1 3 1 +02+1 +02 +1 3 1+03 +1 +03 +1 3 1 +(2 +1 +532 +1 3 1 +532 +1 +532 +1 3 1 +l+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +( +1 +03+1 3 25314 1+03+1 +03+1 3 1 +532 +1 +532 +1 3 1 +03+1 +03+1 3 1+03+1 +03 +1 4 1 +533 +1 +63+1 3 1 +534 +1 +534 +1 4 1 1P2°TYP• 1+-3° 88.437x 38.375 48.00 50.625 54.000 (X1.(00 63.000 1 +02 +1 +02+1 2 1 +532 +1 +532 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 2 1 +02 +1 +532 +1 --0- 2 1 MIN. jp p7 Robert L. Clerk PE. PE 728712 Structural 1+C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +532 +1 +532 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 8' REF. 1111 X 1 1111 0 5 x 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03 +1 3 -"' 1 +532 +1 +022 +1 3 1 +02 +1 +532 +1 3 1 +03+1+03+1 3 1 +03 +1 +533 +1 3 1 +533 +1 +533 +1 3 1+03+1+03+1 3 OF (4) ANCHORS 1 +532 +1 +532 +1 3 1 +532 +1 +532 +1 3 1 +03+1 +03+1 3 1+03+1 +03+1 4 1 +533 +1 +03+1 3 1 +534 +1 +534 +1 4 MTG. RAIL, TYP•' 1 +03+1 +03+1 3 1+02+1+02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03 +1 +03+1 3 1 +04 +1 +04 +1 4 EXAMPLE CLUSTER W/ Q. rmmaer F.K Bake 7 R.w.I. C UPDATE TABLES, SELF'CTI /ALUESOUE70ANL7iOR OAP.ADJ 079TEOMIS, FL 4DRIVE NOKOMIS, FL 34275 P.C. X01529 ROCOA7I8, FL 34274 F. 1� arsalptiorc ANCHORAGE SPACING, iCOiC(9id- i%3 -9/3) rrermex F.K. rtEr 10/17/06 rtevtatmx 8 REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �°tl8p F.K. Ode aN3/06 A ADD SPACE DIAENSIONS GLASS TYPES G THRU L them ex FK vox 2/28/018 cna�lar J.J. 3/23!08 I Visibly Bever HR710 �` NT$ apavc 9 11 �h °#" 412740 C ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANC1 -1/4' ELCO ELCQ ES: TAPCONS 2 -1J4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16° LAM! - (1/8'.0,.090,1/8° A) B. 5116° LAMI - (1/8 ".0,.090,1/8° HS) C. 5116° LAMI - (118° HS,.090,1/8" HS) D. 7/16° LAMI - (3/16° A,.090, 3/16° A) E. 7/16° LAMI - (3/16' A,.090, 3/18° HS) F. 7/16° LAMI - (3116" HS,.090, 3/18" HS) G. 13/16° LAMI 10 - 1/8° OR 3/16" A. 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8" A,.090, 1/8' A) H. 13/16° LAMI 10 -118° OR 3/18° A, 5/18° OR 318" SPACE, 6/16" LAMI - (1/8" A,.090, 1/8° HS) 1. 13/16' LAMI IG -1/8° OR 3/16' A, 5/16' OR 3/8° SPACE, 5/18" LAMI - (1/8" HS,.090,1/8° HS) J. 13116° LAMI IG -1/8° OR 3/16" A, 3/16° OR 1/4" SPACE, 7/18° LAMI - (3/16".0,.090, 3116° A) K. 13/16° LAMI IG -118° OR 3/16° A, 3/18° OR 1/4° SPACE, 7/18° LAMI - (3118' A,.090, 3/16° HS) L. 13/16° LAMI IG -1/8° OR 3/16" A, 3/16° OR 1/4' SPACE, 7/16° LAMI - (3/16° HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22 1/2' MAX O.C. TABLE KEY: ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H a1 1 1n = 05 m 2 14, ¢0¢ =1 00 5 X e5 m 2 -ai ¢0¢ U1 5 z ca m Qg.- - ¢0 2, 00 5 1 i6 m 2 ¢0 uS 5 _ °6 m 4 - ¢o 00 5 = c6 m n 37.000x38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1+C2 +1 3 1 +02 +1 3 '1 +C3 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +02 +1 3 1+C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1+02+1 3 1+02+1 3 1+02+1 3 1+02+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +0'2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +02 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +02 +1 3 1 +C3+1 3 1 +C3+1 3 1 +02 +1 3 1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 0 X 1 2+03+2 f 3 I ANCHOR QUANTITY PER 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 1 +02+1 3 1 +02 +1 3 1 +03 +1 3 JAMB HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +02 +1 3 1 +C2 +1 3 1+C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 1 +C3 +1 4 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 4 1 +C3 +1 3 1 +C4 +1 3 1 +03 +1 4 1 +C3 +1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1+02 +1 3 1 +02 +1 2 2 +02 +2 2 1 +02 +1 3 1 +02 +1 2 2 +02 +2 2 1 +02 +1 3 1 +02 +1 3 2 +C3+2 3 1 +02 +1 3 1 +02 +1 3 2 +03+2 3 1 +03 +1 3 1+02 +1 3 2 +03 +2 3 1 +03 +1 3 1 +C2 +1 3 2 +03+2 3 1 +C3 +1 1 +C3 +1 4 4 1 +C2 +1 1 +C3+1 3 3 2 +C3+2 2 +04 +2 3 4 1 +03 +1 1 +C3 +1 4 4 1 +C2 +1 1 +C3 +1 3 3 2 +03+2 2 +04 +2 3 4 9" X18 314° MAX -.--I I-+-3° MIN. O PRODUCT RLVI8ED es comp' lo3 with Eta Florida Building Cod., Acceptance No • O8 5.01J Expiration Date ' L51 -11 t ','� 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 REF. � r 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2 +2 3 1 +02 +1 2 2 +C2 +2 3 2 +02 +2 3 1 +02 +1 2 2 +02 +2 3 QTY. OF (3) ANCHORS 2 +C2 +2 4 1 +02 +1 3 2+C3 +2 3 2+C2 +2 4 1 +C2 +1 3 2+C3 +2 3 MTG. RAIL EXAMPLE CLUSTER W/ 2 +03 +2 4 1 +C2 +1 3 2 +C3+2 3 2 +C3 +2 4 1 +02 +1 3 2 +C3 +2 3 2 +C3 +2 4 1 +02 +1 3 2 +C3 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 (SHOWN IN TABLE KEY ABOVE) 2 +C3+2 4 1 +C3 +1 3 2 +04 +2 4 2 +C3+2 4 1 +C3 +1 3 2 +04 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 2 +03+2 4 1 +C3 +1 3 2 +C4 +2 4 18 314° MAX 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +02 +2 2 2 +C2 +2 3 y - 1 112° TYP I+-3° MIN. 2 +03+2 4 2 +02 +2 3 2 +03 +2 4 2 +C3 +2 4 2 +02 +2 3 2 +03+2 4 Er REF. 0 /� /// xl y� ��l /'.1.------- b / 22 J Robert L. P.E. Sbuotwat 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 X 2 +03+2 4 2 +03 +2 3 2 +04 +2 4 2 +03+2 4 2 +03 +2 3 2 +04 +2 4 2 +03 +2 4 1 +03 +1 3 2+04+2 4 2 +C3 +2 5 2 +03 +2 3 2 +C4 +2 4 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 +C3+2 4 1 +03+1 3 4 2 +C4 +2 4 2 +C4 +2 5 2 +C3 +2 4 2 +C4 +2 s Rend* FK aft 4l1IaR17 Reviskrrec C CHG.TABLEO TO B, &SELECT VALUES DUE TO ANCHOR CAP. AIM ANCHORAGE SPACING, OX AND XO WINDOWS rmanay. FJ "°"°� F.K mkt. 10/17/06 ear 5/13/06 xesto"c B ° A t� rEOHNOLOGV DRNE REVISE ANCHORAGE FORMAT, HE4D & SILL CLUSTERS NOKOMIS, FL 34276 ADD SPACE DIMENSIONS TO GLASS TYPES 0 THRU L P.C. BOX 1829 rac ALUM. HORIZONTAL ROLLER WINDOW, IMPACT atm Br F.K Dater 7/18/06 tacec iar• J.J. tmm: NOKOMIS. FL 34274 323/06 I Visibly Better s.r�weee HR710 mrY NTS sa.r 10 m 11 aim. 4127 -10 �: C A a MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 13/4' MIN. E.O. TYP. • NOTE 1a CONCRETE ANCHOR, NOTE 1 114° MAX. SHIM WOOD ANCHOR, NOTE 2 JI MAX SHIM 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS A 1 3/8" MIN. 1 3/8° MIN. 101 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM CONCRETE ANCHOR NOTE 1 i 1/4° MAX. SHIM 1x WOOD BUCK, NOTE 3 DETAIL F 1 1/4" MIN. (1.5 KSI CMU) o OR PER NOTE 1 ' (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO A TAPCONS EMBEDED 1 3/8° MIN. OR 114° SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. ),2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (05) OR 1/4' SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. 1 1 314" a EXTERIOR INTERIOR�% MIN. E.D (HEAD & SILL DETAILS A, B, C, D, C3 & H) TYPICAL. FLANGE FRAME JAMB SECTIONS r • ° I • 1 3/4' MIN. MIN. 3.4 KSI J' E.D. TYP. ), CONCRETE 1/4" MAX SHIM ° . • NOTE 1 A DETAIL C 2x WOOD BUCK DETAIL ,D NOTE 3 1 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4° MAX. SHIM DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS 0, H & L SEE 3/8° MIN. A NAILING TYPICAL FLANGE FRAME SILL SECTIONS Moi°Elr 0ata REVISE NOTES 1 & 2 REGARDING 7RIMF7T HD. & EMBEDMENT. F.K. 4/15/07 C ADD LF. FRAME CHO. NOT E5 TO FBC, CURRENT EDJTfON' awsixay Revisions FIC 10/77/09 8 F.K. omw en F.K. Dffi: 5/13/06 Dates 2/26108 Aar; A Ctremmsy. J.J. REVISE EDGE DIST. , EMBEDMENT & BHT. REFERENCES ADD NOTE S. X06 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1528 NOKOMIS, FL 34274 P DETAIL G (SILL)), DETAIL I (JAMB)), A, TYPICAL INTEGRAL FIN FRAME SECTIONS TANCHORAGE DETAILS tms �' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT $ 1 7 S m10. sme HR71D Half 1 11 m 11 4127 -10 I C ViribI, Better PP.C_.... ".....39 III Ac- raticO Dail 9-/`7 Robert L. Clark, P.E. PE 839712 Structure' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FI. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve• the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width - 3.75" and /or= Height - 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon comer dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1 and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov/buildingcode NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1 "1't+:D A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11 /2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 is c1 1. L14,4tui Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 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 10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ® ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 LUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT El EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Mead Or bre Arno sr F.K. i PRODUCT RENEWED ase malytgwwthe+F+I7. I Bald/ag Cede Expiration �/e/ kut i Dh4ston Den 414/07 Oe" 1211803 Reirtskac 0 NO ckQ. TES. ADD NOTE2 1111 r° �E 13�ffiAND REVDSEANC7 70NOTE OAND ADD N07E 7. Road* FR Omni* Dee FJC 7/14/03 A Cbsslatair REDUCE ANCHOR SPACING 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. SOX 1879 NOKONIS, FL 34274 Vvt & Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT strmm,e P101-701 "a.a NTS 1 a 12 4259 -4 IR.6 7 Robert L Cisk P.E. PE 839712 Structural 3/16' ANNEALED OR HEAT STRENGTHENED GLASS Rood 13r 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS OUTSIDE 0 R 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 11/16° NOM GLASS BITE f 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16' LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 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) PRODUCT RENEWED asmai*'*with 9k Watdr Beldfrai Cade Rer FJC FJC rses•9ax FJC Dtle 414107 NO CHANGE 7105 SHEET War 12/1&73 /14/U3 Mare A NO MANGE NOS SHEET Mks 1070 TECtINOLOGYORNE NOKOMIS, FL 94278 P.O. scot 1829 NOKOA09, R. 94274 ca" Better GLAZING DETAILS rex ALUMINUM PICTURE WINDOW, IMPACT Pw701 FLILLI 2 s 12 OrmIgilft 4259-4 B Robe t L Clark, P.E. PE #39712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60° BETWEEN FLATS MAX SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" x a7" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96 "X48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE =96 °X48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX 96" MAX. QUARTER CIRCLE MAX. SIZE = 68° X 68° OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96° X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 44 1/4" MAX. DLO I•- 921/4" MAX. DLO I RECTANGLE MAX. SIZE = 48 "X96° NOTE: ® OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. MAX. SIZE = 48" X 96° OR MAX. AREA = 3028 SQ. FT. MAX. SIZE = 48"X96° OR MAX. AREA = 31.99 SQ. FT. PRO97WCr t° � e 1 �RW6D r 44 »» Deratity DSc Malabar Dandily F./G 4A77 1l PDAT E ANf X iORAGE NOTE Rand By FJC tanner F.!G Dais 12/1$03 Dais 7114103 a A NO CHANGE THIS SHEET Chinks 18y Oats 1070 TECHNOLOGY DRIVE 501033412, FL 34276 P.O.22221529 NOKOMIS, FL 34274 IPA T Visibly Belies FLANGED ELEVATIONS rase ALUMINUM PICTURE WINDOW, IMPACT as at.�r NTS 3 v12 Daininb 4259-4 B Robert L Clark P.E. PE#39712 HEXAGON FULL CIRCLE MAX SIZE = 60" BETWEEN FLATS MAX SIZE = 60" DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 96° X 48° OR MAX AREA = 25.13 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68° OR MAX. AREA = 25.22 SQ. FT. EYEBROW MAX SIZE =96 °X48" OR MAX AREA = 31.99 SQ. FT. A 981/4" FRAME O.D. 96" MAX. 1 50 1/4" FRAME O D. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 45 1/4" MAX. DLO NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 931/4" MAX. DLO RECTANGLE MAX SIZE = 48" X 96" OR MAX AREA = 32.00 SQ. FT. A CH. MAX. SIZE = 48 "X96" OR MAX AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48 "X96° OR MAX AREA = 31.99 SQ. FT. PRODUCT RENEWED as earaplika with the Plei i Raid* Code Accepturts Nu 2.to EtplMies Dm PRODUCT itt.v actIP rs a®pyl"t with the FIeeI Riddbal Code Acceptance Ns ! ii fir.< - 0 9 RB Dar Revisteeme FJC FJC Oahe 44/07 Doke 12/15V3 Fbabas 8 A ADO FRAMEO.D. DHMILVSIONSAND UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET asee,e FJC Aar 7/14/03 Mgr 1070 TECHNOLOGY ORM NOKOMIS, FL 34278 P.O. KM 1MI1 NOKOMIS, FL34274 PG" Visibly Better INTEGRAL FIN ELEVATIONS nr" ALUMINUM PICTURE WINDOW, IMPACT SdrIbns PW 701 awe sow "row. NTS 4 m 12 4259-4 B Robert L ctwk. P.E FEMME Ord TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7/16" LAMINATED CLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3116HS) C. 1 1/16" LAMI I.G., 3116HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/1611S, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE FTL 3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D AREA +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 11.57 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D AREA +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 60.000 I A,B,C,D 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. AREA +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 65.500 I A,B,C,D 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. AREA +80.0 I -80.0 12.96 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 71.000 I A,B,C,D 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. AREA +80.0 I -80.0 14.05 SQ.FT. +90.0 I -80.0 16.76 SQ.FT. +80.0 1 -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +90.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +90.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. RaeeBJc anz Rend BF F.K RelaaBr F.K. an.* F.K ONes complying with FohI striding Code Acceptance e,u�14 IA a • Division PIRODUCT REVISED as complyiepoith de Flunk Ridding Cede ONNWSwo oide , 5a,11c Product Costing Rwiarc B Rw64a A UPDATE DESIGN PRESSURES PERASTME 1300-02 AND NOTES. CLEANUP TABLE 1 DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING WITH 612SCREWS abaft IB7 Date 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST vL�reh sear. FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT alsaffloclet epee 'one NTS 5 a 12 "adeRa II 4259 -4 B Robert L CIO*, P.E. PE 639712 Strucbzed TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3116HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3116A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 I -80.0 +80.0 1 -80.0 +80.0 I a.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 I A,B,C,D +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +78.8 -76.6 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +87.0 -67.0 c +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +53.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +60.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUAUFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. PRODUCT RENEWED as rnerplythg with the Florida Ridding Code Amputee. No O$ -2122 10 Ezplratloa Drte B Mid Dais' Weldon lieratOr Oare ,tea,: AK 47 Rafting UPDATE DESIGN PRESSURES PER ASTME 130042 AND RTES. CLEAN UP TABLE DESCRWTIONAND HEADINGS. Kew er ar: FK 12/1@,03 Rerkianv A CHANGENOTE 1 ANCHORING VAIN SW SCREWS F.K. Dar 7/14/03 er,emaer 1070 TECHNOLOGY ORME NOKOMIS, FL 34275 P.O. BOX 1623 NOK MIS, FL 34274 Pc T Visibly Better INTEGRAL RN UNIT DESIGN PRESSURES Tee ALUMINUM PICTURE WINDOW, IMPACT PW -701 12 I 42554 I B /1"77# 0/7 Robert L Clark P.E PE d38T12 Sbudurd MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH — HORIZONTAL SECTION (FLANGE FRAME) O F �=� J 1110111 ALONG ENTIRE JOINT SCREWED C • RNER ASS'Y (FLANGE FRAME) Dafrx MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y L Q WELD (FLANGE FRAME) �.JE FRAME ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) Roaster -- 2.784" -.. 0 0 MAX.© DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) PRODUCT &MEWED as complying Isith the Florida Binding Code AaepaneeNwe& -1!IZ. AO s Espiratbs Dste z � p7 89 v . Mid Dude Oloisino ae.aar FK Date Revtrkos 0 NO CHANGE TIES SHEET roAmsx FK n ar: FK stem 1211&09 Dew 7/14/033 weak= A NO CHANGE THIS SHEET case 1470 TECHNOLOGY DRIVE NOXOMIS, 77. 94278 P.O. BOX 18 NOKOMIS, F194274 Pc �T Visibly Better SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT amwtee * PIN-701 MF &fleet 7 s 12 Doming Ka 4259-4 2.784' 1 OUTSIDE MAX. DAYLIGHT OPENING — MAX WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX WINDOW HEIGHT �— 2.784° —� 0 0 0 MAX DAYLIGHT OPENING INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED as complying y wfh the Abrtda Padding Acas 4 pcs Ns :saltation kt. �/WTety Ry Lta M Undo- Itt�all Medan Dote Ftwdsionce tore 4147 bew 92/}lddl4 0114.73 8 rsrr.r A NO CHANGE 7H!S SHEET NO CHANGETMS SHEET taee`sinF Dols 98WO TECHNOLOGY ISM NOKOMIS, F134275 P.O.31X9828 NOKOMI3 FL 34274 c; Visibb Better SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT eeremt 8 d 12 In'*6'4 4259.4 B ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 84255 7116 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/18" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .050" .970" .975" ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 mar F.K A..eeF FK der F.1c m .346° -�-1 .050" .975" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAT'L• 6063 -T5 DWG NO. 4254 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A 1.875° .062" Solt 2.784" ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 MONK. as emptying 14th me $?e*hh e°tat°g Code Acceptance No to Expiration Dee HY !Wand Soh Ethision Doha 4/4A17 Data 171164x9 Rarlekaa 8 NO CHANGE INS SHEET Florakese A NO CHANGE TtMSHEET 7/7/14/03 Ogee 10707Ec4WQLOGYDRIVE NOKOHIB, FL 94278 P.O 8g1829 NOKO2113, F1. 94274 OEt viribly Better EXTRUSION PROFILES & PARTS UST Teir ALUMINUM PICTURE WINDOW, IMPACT PW-701 HALF amb Daelta 9 a 12 � 4259-4 11 .131 "DIA.MN. x 2 1/2" NAIL, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1 1/4" MAX. SHIM CONCRETE ANCHOR (SEE NOTE 1) (�' 1/4" MAX 1 SHIM 1. SEE NOTE 1 FOR • EMBEDMENT A WOOD ANCHOR (SEE NOTE 2) 1 3/8" MIN. ®EMBEDMENT INTEGRAL FIN DETAIL B 1/4" MAX r 1 SHIM 1 WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. ® EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 1 FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) SEE NOTE 1 FOR :-• A EMBEDMENT:•. • r1/4" MAX. 1 SHIM 1 1x WOOD BUCK (SEE NOTE 3) ®�3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: ® o� „,w5\1. 1. FOR CONCRETE APPLICATIONS IN-Mbsatf:DADEltetilfFV, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. tf• 11. \%Mt 2. FOR WOOD APPLICATIONS - USE #12 OR #14 STEEL SCREWS (05) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. Road* arz RB F.K FK FK. Ravkletar Dar 7 met 11/160:4 owe 7/14/03 Roridorts a Realtbne A Checked . REVISE AND UPDATE ANCHORAGE PER CLIRRBVT FOC CRAW ENOTE 11114DFASTENER SPACOY3 Dery 1070 TECHNOLOOYDRIVE NOKOA0S, 51 34275 P.O. BOX 1629 NOKOMIS, ice. 34274 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU VMb, Better ANCHORAGE - HEAD, SILL AND JAMBS PRODUCI 4tiati: &D "e complying with Has Melds Balding Code Acceptance No 4* I1 12.16 Expiration Date 21191'~114 M Dade Division Inr ALUMINUM PICTURE WINDOW, IMPACT 4aaw ,dm PW-701 INTS seat om4ow 10 w 12 4259 -4 TABLE 3. ANCHOR ON.CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "X° DIM. IX U a ill ct. Q 1- > WINDOW "Y" DIMENSION 15.0° 20.0" 25.0' 28.5" 30.0° 34.0° 39.5" 45.0" 46.5° 48.0" 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1. 2. 4. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. X Y X Y X Y X Y X Y XY XYXYXY XY XY XY XY XY XY XY XYXYXY XY 49.0° O.C. co r N �" "� r ° c� r N N r < r °0 r rn r r r r r m r r m ,‘- CO m r m m e�3 CO r m di CO m r^ m a m . tO N m m e N m s s N •r tO r OD N r N QD r N 54.5° O.C. CO t(�i O r SO ter O O r tc3 O a i0 O d. (0 m '� O D, 10 03rOra3r O m r O r m O (01010(0(0(0(0 3.0 r O CO O u3 v. 0 0 &'∎nru�,a- CO O r m O r CO O 1010(0(l(0 e., r O . -0,- r O r O raiN r 0 m V`3ra3N O m O 60.0" O.C. r N n N O N N r N v r CO r W r r r r r r r ID o't CO r m r7 r CO ®m t?3 07 03 e r r CO 03 m r CO N r r N m r tf r O) N r r m O, r r r m 07 r 65.5° st 0 V' 0 V CO N N V' 0 d. m v 0 r v OrO` sr -O sr v -0 m 0) v 0 m d' 0 O, .- m 0) m r m sr Oro . m m N v r0a0r r co V r N r m m v 0 V . 0 71.0° OC (D F3 r N to a3 r O (0 �3 r N s- a (0 e3+ ,- r "0 O P3 r D, m a3 r t0 r �t r r m cat r m r i` O m O) m 00 er- 040t0,0 83 i` D1 to 0-, O, i"- 0) m '0' r s- 00 ^ co a` r n co N m r Ps r r N,0 r r` r co N r r m fi m m r. r r r _m ^ 07 r 76.5° O.C. at PS O N ,- l ...et t O O V Ps O ,- a 4. a3 o,0 V 00 O m V' Ps O' 'V' r00,- O O 0,- o' --,�3,0-'s0; 0) m Q) V CD CO a 0 m 0) r0--- ' at 0 0, --. 0) N V =�3 r o N ,- � r w N r �N0eo 0) "7 0 --a 0, 82.0" 0.C. CO •- r N r m r O m r N a CO r r CO m r W m r (0 r m r rOps rmr°) m m ,- r�o m m mmr. cor7ror0r m - r CO" N m N ""3 ''i' (0 r°- r r CO r 87.5' O.C. CO O r N f• CO r o CO (�( r N r CO i73 r ^ m m (fir r O t° 3ru�ra- O m r Cal r (.°- 0 mc^mm(°mm rlaaV) W W r W O CO rr m CO ,-rrrr 0 (0 O) m�mNmNm m ,- r O rrrr r C) r CO CD ,-rnr 0 (0 m 93.0" O.C. m 'T) r �` CO 'Sr r o CO v3 r N a CO r at co +D CO u3 r m 03 rs- 0 03 r r a- CO Z1 r -0,"a m O) CO r (O m en' 0) D m 0mru3rmr.." CO O) m r ID W r r tV 0) r r rDr• co O, D =r0+a 0 96.0" 0.0.r CM r- r ° r N co r V co N 87 N O rrrrrP) r r N 0 mm 0, P3 CO r5 mNm(D O W 5rrrr8rr O) CO N O r 03 O) (ONNN(DNm CO r O r rrrr' r r CO r 03 N rrr o r :2 CO m NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (0.C.) 'X' AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/8° O.C. CONCRETE SUBSTRATE) MAX. 81/2° FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR "Y" DIM. L ��-- "X" DIM. ----I FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 812' FROM ANY CORNER. a°w"ee Drift Debr MMOT Oda �7/145S Rmiebnc aerra NEW SHEET Cheakalax fWm TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 n 1- Visibly Better ANCHORAGE, WOOD SUBSTRATE ANCHOR TYPES: 1. #12 STEEL SCREW (35) 2. #14 STEEL SCREW (35) 3. 1/4' ELCO TAPCON 4.1/4" ELCO SS4 CRETEFLEX 5.5/18' ELCO TAPCON PRODUCT RENEWED Dublin with the Florida E rate 070 - I Z• 0 Wei= 411811* ,e" ALUMINUM PICTURE WINDOW, IMPACT sedroksla PW.7O1 Sake NTS X11 .1 12 I � 4259-3 I B /A- RmwtL072915 P8 PE 1/39712 Slnadwal TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE WIND. "X' DIM. x O 0 a ¢ 1- > WINDOW 'V" DIMENSION 15.0" 20.0" 25.0" 28.5" 30.0 34.0" 39.5" 45.0 48.5 48.0" 3.,4.,5 3.,4.,5 3. 4. 5. 3. 4.,5. 3. 4.,5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0 O.C. % N N �. m N O m ai N N CO m as N N r N .'. .- Of r CO m /� N a ..- CO s .... CO to m a, N O .,4. r m r N r m N r m )� h m 0) N m W m N m M 01 m f; n V. r CO m [� N m as N m n m co tb a3 eN- N r er- m ai < N r a- m P n a r t` 1-- N m N N 54.5 0.C.0 O n 0 o o 0�0..- o co o N 0e= o m )21��020 o m co o of e0 ,-0�0i o O N co s-0 0 0 T. ''0 W o W cov0��i ). m o o .- °� ). co �3�`m o` o< .-°D�"`mN81 1, p, co o oo 0 N 80.0" O.C.N N r n N a CO u3 to N CO Ns'0 N N m m v rN.-0 CO Y CO m o a)Nwm.N N: cc, CO gNa,N m m m m a4nr0s- m CO m v CO m CO Nr- CO n m m 0 CO m u'?'s- CO N N N r m fi m sr r n m 9t OD N NN 65.5 O.C. V' (8+ O co r r. V' 8 O O Y F8 O s- co V' 8 O N N m )Ti CO or r co V 8 O or rs3m co m CO A O W m � ti r V' a3 O r 'at a3 O r' m n m g m sr ai O m g m sr a3 0 m g CD m a r DD Y as O r V' Ps O r CO .rte.., 0 m a- m V' t� O< N r V' Pi O LV T m or r n, st as O N v ai O 04 71.0 O.C. m t'� r as- n m a3 r O �: co e- m,- to 8 N N m n m e- m to a3 er- .- sr m m n co m to a3 r w m `n co r m tg r r r to p'j' r n m to n m m er"3 to m s- m to m CO at m CO °) r m r r CO m CO m O) N,- er- m r N m a� m or n n CD r m r r 76.5 O.C. Y t� O co ),,, a �� O o at of O co m V' c� Or N N ,r W ,r r m Ot as or r m CO .rte- m 0) ' m CO CO r r at as r0 r r .0 c'i b CO as h CO as CO V' `� O m a3 m sr Or m a3 to N,r r m r m ,r e- W _ sr • er N r to m co sr r O) N er„ d' .- N r N .- m sr r n v-. O7 N v '� ca CO 82.0' O.C. co r N s- h co _ r o Or N m m r N --t8ee N V• m sr m m s- r v rain m sr co to r m5 to n co _ r r m r rhds m 0 °5 co CO m e- r to 5* 0) co Pirorr m or CO m r ra3oas CO CO CO CO Y CO N m < r N `'nrasN' r CO m Y h sr CO m r N 87.5 O.C. m 1D N co r r' CO )f) N O CO r- �: W co m CO N N N m is CO a. . CO m I�t N y. rna+ CO m m m N mfr m h r m as r co w N r do fi m CO �i CO m as m m CO CO N m aid c CO m or e.. 00 m fir m CD N '- r m m co a0 m r` O) N e- er- CO „� N N a- m . ,D or r �` m ti CO N CO Z N N 93.a O.C. m u' r co r' r' W r o m ,- co m DD Sp .r- N `- eN- o) Y r"' CO m .r.., r CO CO CO W CO ra m CO PS n 'm CO Z r r W rn r r r o, m CO a3 CO CO `- e- OD a3 0) OD z : MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Horida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 renews and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01 /05 /01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. l+ 1'L -2903, dated 01 /05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3/4" wall vertical mullion and a 2 x 6" x 1 /4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04-0528.05, issued to PGT Industries for their 1" x Heavy Wall - Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL 8" "C" OR 0" AT BOTH ENDS AND AT BOTTOM MULLIONS w ANCHORS DETAIL A ANCHORS DETAIL A / / 1. Wt W2 w W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 1 NOTES; 1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. ANCHORS DETAIL "8", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS s' \ \ 12\ " Iris 0 ■ / / 1. Wt W2 w W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 1 NOTES; 1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. ANCHORS DETAIL "8", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS s' \ \ 12\ " IIIII3 r ■ r DWI y� W2 j W.3 ANCHORS DETAIL "B", "C" OR 0" BOTH ENDS ANCHORS DETAIL 8 ", "C" OR "0" BOTH ENDS • MULLIONS H 1 W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR Ht +H2 MULL LENGTH = W OR W 1 +W2+W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. FOR awl , w2--- MULLION W W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR Ill +H2 MULL LENGTH = W ri0■UCrUNEWED Mtoptaxas .itrs�xrr. is —01 07' -t ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. obert L Clark, P.E. PE #39712 Structural It T INDUSTRIES Revel By: F.K. Revad RK F.K. Orarn Ry: P.J.P. Oeseriptkm: 5730/06 75/06 48/00 Revisions: D—ADD NOTES 5 & 6 Revisions: C—ADD TECH. REFS. 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 807 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION SeAes/Madek MULLS NTS Sheet 7 ring No. 6221 R� PGT 1 x MULLION MULLION CUP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION WOOD BUCK #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" #12 SCREW, SEE NOTE 3 PGT 1x MULLION SEE NOTES 2 & 3 MIN. 1 28(x) 18(TYP) 2° OR 4" WOOD BUCK REMOVED TO CONCREIL WOOD /— BUCK 2 lgTYP SEE } NOTE 1 } SEE NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 A PGT lx MULLION— Robert TYP CAL MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" 1. FOR CONCRL I E APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRL I E EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" NOTE 1" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" } SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 1' TT MIN. 2' OR 4° #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 TYP CAL MULUON TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" --2' OR 4"—•-• #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT 1 rTO INTERFERE WITH EACH OTHER) / SEE NOTE 3 MIN. } *T )j 18( w) } SEE NOTE 1 o el WOOD BUCK MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS PE #39712 P.E Structural IND Rend By: F.K. Rend By: F.K. 7rawn By, P.J.P. Oaedtpfbn: 5%30/06 0R DPY NOTES 3 & 5 5%3/04 C DAD EMBED. DETAILS 48/00 1' HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Mk ALUMINUM TUBE CLIPPED MULLION Sertee/MOdet Scots: Sheet Drowtng No. MULLS NTS 2 el 7 6221 Rev: D 1 4 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 r2 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CUP LENGTH CHART FOR I x MULL MULL SIZE 1 x 2 x 3/8 1 .3/16 1 x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 3/16 ® MOLOCATIONS ANCHOR ©THRE ANCHOR LOCATIONS BMIN. 1 ONE (1) ANCHOR LOCATION A/2 3MIN.TYP. (2)EQ.SP.@ (A- 3/4)/2 iMIN LAJ © TWO (2) ANCHOR LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. .3. RthLRENCE ILST REPORTS: FR-2902, 2903 AND 2975. © FOUR (4) ANCHOR LOCATIONS FAMIN.TYP. (4)EQ.SP. t' (A- 3/4)/4 ® SIX (6) ANCHOR LOCATIONS ® THREE (3) ANCHOR LOCATIONS MIN. ® FIVE (5) ANCHOR LOCATIONS MIN. TYP. mama 4SNEVIE eece p withgrThrW �ke ,, it •� AaeppuneN" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural T INDU ES Reved By. R ered IeC�- F.. 530/06 5%5/06 D-NO CHG THIS SNf C RE W, ADD DN..&NOTE Dram By P.J.P. 4%28/00 11 "p1 HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TM= ALUMINUM TUBE CLIPPED MULLION swim/mom: MULLS NTS Sheet 3 of 7 Drawing No. 6221 Rev: D 3 r 4 8 2 1- 4 1 4 8 1 8 21 32 4 7 x HEAVY WALL MULLS MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 1 8 -43.•-••-•••■ TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS vA, obert L Clark, P.E. PE #39712 Structural R F.K. 5730 /06 0R N HG THIS SHT TR FK. 55/06 CR N0 CHG THIS SWT INDUSTRIES Drown P.J.P. 48/00 veaortptloa: 1' HEAVY WALL, MULLION PROFILES 1070 7EMIS. FL 34 75 ALUMINUM TUBE CLIPPED MULLION NOKOdlIS, FL 34275 P.O. BOX 1529 NOKOAMS, FL 34274 Serka /Yedek Scaler Sheet Drawing No. Rev: MULLS 1 X 4 a* 7 6221 0 CHART 2. -1 x2.75x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 CLIP TO OPENING (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A- (4) B 120 130 160 (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B CLIP TO MULL La (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 170 (3) B 170 (3) B (3) B (3) B (3) B (3) B (3) B 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 131 131 112 112 99 99 90 90 84 84 80 80 77 77 76 76 76 76 76 76 113 113 97 97 85 85 77 77 72 72 68 68 65 65 64 64 63 63 63 63 86 86 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 73 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 38 36 67 67 57 57 50 50 45 45 41 41 38 38 36 35 35 33 33 32 32 54 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 43 43 37 37 32 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 25 25 21 21 18 18 16 16 23 23 19 19 17 17 15 15 CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B CLIP TO MULL AA (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 155 142 134 130 130 130 130 130 130 130 129 116 107 102 100 99 99 99 99 99 115 100 91 85 82 80 80 80 80 80 94 81 73 68 64 63 62 62 82 62 67 58 51 47 44 42 41 41 41 41 58 49 44 40 37 35 34 34 34 34 50 43 38 34 32 30 29 28 28 28 38 32 29 26 24 22 21 20 20 20 32 27 24 22 20 18 17 17 16 18 30 25 22 20 18 17 16 15 15 24 20 17 16 19 16 16 Vertical Mull Mull Length k_Opening—_I Width Horizontal Mull Opening Width L I Mull I Length --- Multiple Mulled Units Mull Length Width 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 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE 139712 Structural 1 DUSTRIES Remit": Roved 9y: F.K. 5%30/06 5%5/06 0-NO CHG THIS 5!if C MARKED REVISIONS 0nnon By: P.J.P. 48/00 Description: 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY DRIVE NOKOMIS, F7. 34275 P.O. SOX 1529 NOKOMIS FL 34274 ALUMINUM TUBE CLIPPED MULLION semis /lwaet MULLS stoke: NTS Sheet Drawing No. 6221 Roc CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 CLIP TO OPENING (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A — (4) B 110 120 130 160 (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B CLIP TO MULL (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B MULL LENGTH IN INCHES 42 48 50.625 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 137 157 166 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 141 123 141 54 60 63 66 72 76 78 152 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 133 152 117 134 106 122 99 113 94 107 90 103 88 101 100 88 100 88 100 125 143 110 126 99 114 92 105 87 99 83 95 81 93 91 80 91 80 91 118 135 103 118 93 107 86 97 81 90 77 85 75 82 73 80 73 79 73 79 106 108 92 92 81 81 73 73 67 67 63 63 60 60 58 58 56 56 56 56 91 91 77 77 68 68 61 61 56 56 52 52 49 49 47 47 46 46 45 45 84 84 71 71 63 63 56 56 51 51 48 48 43 43 42 42 40 40 84 90 96 108 111 67 67 57 57 50 50 44 44 40 40 37 37 35 35 33 33 32 32 30 30 54 54 46 46 40 40 36 36 32 32 30 30 28 28 26 26 25 25 23 23 44 44 38 38 33 33 29 29 26 26 24 24 23 23 21 21 20 20 18 18 31 31 26 26 23 23 20 20 18 18 17 17 15 15 29 29 24 24 21 21 18 18 17 17 15 15 Vertical Mull Mull Length Opening_ Width Horizontal Mull Opening Width Mull Length —' Multiple Mulled Units 7 Mull Length ,Opening Width 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 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural NDUSTRIES Reva ey. RRtsd jBy: F.K. 30/06 4575/06 DR O CHG THIS SHT C � REVISONS Oman sr P.J.P. :A3/6o Oeaalpuon: 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1 529 NOKOMIS FL 34274 TI9e: ALUMINUM TUBE CLIPPED MULLION Se,Jea /Model• MULLS Scab: NTS Sheet 6 of 7 Oraatn9 No. 6221 CHART 4. - lx4x.375 QTY. & TYP. • ANCHOR CLIP TO OPENING OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) PI (4) B (3)A • 6) B (2).A (4) B (3) A (6) B CLIP TO MULL® (5) (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 170 170 170 170 170 170 170 170 170 170 170 (5) B 170 (5) B (5) B (5) B (5) B (5) B (5)`B (5) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 154 170 169 143 170 162 170 158 170 157 170 157 170 157 170 157 170 170 136 170 131 170 128 170 127 170 127 170 127 170 170 170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 116 165 116 165 170 170 150 170 135 170 125 170 117 166 112 156 108 150 106 145 105 144 105 144 154 170 134 170 120 165 110 148 103 136 98 127 94 120 91 115 89 112 88 111 144 170 125 160 112 140 102 126 95 116 90 108 86 102 83 98 81 95 79 93 140 170 121 148 108 129 99 116 92 106 87 99 83 93 80 89 78 87 75 84 84 90 96 128 138 111 117 98 102 90 92 83 83 77 77 73 73 69 69 66 66 62 62 112 112 95 95 82 82 74 74 67 67 62 62 58 58 54 54 52 52 48 48 92 92 78 78 67 67 60 60 54 54 50 50 47 47 44 44 42 42 38 38 108 111 144 64 64 54 54 47 47 42 42 37 37 34 34 32 32 30 30 28 28 25 25 59 59 50 50 43 43 38 38 34 31 31 29 29 27 27 26 23 23 27 27 22 22 19 19 17 17 15 15 Vertical Mull Mull Length k_Opening4 Width Horizontal Mull 7 Opening Width Mull Length —' Multiple Mulled Units Mull Length I. `,OpWiening dth 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 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. b oR TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS tart t. CIar4-., P.E. PE x$32712 Structural 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 ae B. 5%30/06 RevIsIoner 0-NO THIS SHT Reese) By: F.K. 55/06 C— MARKED REVISIONS Drown By: P.J.P. 428/00 1 " HEAVY WALL, PRESSURE CHART 4 tar& ALUMINUM TUBE CLIPPED MULLION Smhe /Modek MULLS Scale: NTS Sheet: 7 of 7 0rawkg No. 6221 Rev: D MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AEU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by 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 "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, 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 Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Fach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 \cu., 1. LitLJ -. lshaq 1. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. B. 3/8° LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.4851 CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS . D. 7/16' LAMI NOM. (.4651 CONSISTING OF (1) UTE OF 3/16° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) UTE OF 3/16' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X O X,X XO.OX• XXO, OX)C OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO i to 1 NON NOA: 04- 0721.01, 03- 0225.05, ANSI/AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), 1S REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3/18" HEAT STRENGTHEND GLASS EXTERIOR 1/2" GLASS BITE A EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM and* Om Fowl* Ow FA: &H&O7 'feet' Fx .402 A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2° GLASS BITE EXT. - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .485 +- 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ SECTIONS 5 PARTS LIST 8 EXTRUSIONS 6, 7 ANCHORAGE 8-10 i� es complying with the Date t:Xolotees IL Zoe/ NOM ©7 ^04Zs?• P Mel Mutivaa�moi nnDade Product Conked Anse* FJC IM Of ?022/07 BerArbor B C.URO'YFXT: OFISABB, OVERALL TMQNESB AND MASS ENE ADD GLUM AZIIDDETABQADDGIABBLNE(. 71dC, REVISE NOTE 1.OIASS T. &ADDN01E& Beatles A Ode 011/07 10707EC NOLOGYORME NOKOMIS, FL um P.O BOX RM NOKOOIEL FL 84274 PBGT Visibly Better NOTES AND GLAZING DETAILS 7— ALUM. FRENCH DOOR & SIDE WES, IMPACT asdadelade FD101 ix Ms* d 10 tweata 11005-1 B Robek L Clark, P.E. PE F39712 Shuowral TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, )0(, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A B, C OR D HEIGHT X WIDTH XX WIDTH 3° 371/2" 60 71 3/4" 68- 793/4" +75.0 -75.0 7°- 833/4" 87 3/4" 91 3/4" 8° - 95 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O WIDTH 27 3/4" 36 1/8" 36 3/4" 0 WIDTH 36 3/4" SINGLE SIDE LITES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -642 +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.0'1+75.0 -75.01+75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVALS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7°- 833/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.8 +41.4 -41.4 +39.3 -39.3 28 33112" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 371/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE UTE Roadl3p Dslc O WIDTH GLASS TYPES A, B, C OR D 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -85.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 361/8" +352 -35.2 +352 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. 318" LAMI (1/8" A, .090 PVB, 3/16° HS) B. 318° LAMI (118" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/18° HS, .090 PVB, 3/16" 118) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2" MAX. OXO WIDTH = 1091/2" MAX. XXO /OXX WIDTH = 107 314" MAX. OXXO WIDTH =143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. A5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90° HIGH SINGLE DOOR WITH 29° SIDE LITES DESIGN PRESSURE = +87.6 ! -87.8 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" MOH DOUBLE DOOR WITH 361/2° SIDE LITES DESIGN PRESSURE = +70.4 1-70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 314" HIGH SINGLE DOOR WITH 28° SIDE LITES DESIGN PRESSURE = +43.8 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF All FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved as t000d tog the Florida ', Cods t nNOOAM -rJ:'f Ill• Mind Dade Yealoet CmbI gy 4 Amosler FJC D! Asekkac WfMST 8 REWSED TAKE 2 P MDI NOIFREOCF. VERNON COMMIE GLASS TYPES MAX 8D48M7DNDR•$BMONOIE888B. fwe1eX Due FJC BM4O7 ors 91r D,t FJC 222107 ONAfte RE EENOTEl 2 as ADD NOTATIONS TO TABLE 1MIDI A REDUCEWM WE0888iN PRESSURE ANOADJOST.ALLWBFOR medal* Due JJ 821/07 7ABIE2 1070 TECHNOLOGY DANE N0R0M R.3W8 P.a BCC 1828 FL 3474 c; 7_ VkibFj Better DESIGN PRESSURES tae ALUM. FRENCH DOOR & SIDE LITES, IMPACT Fn1D1 Ix ss.e 2 d 10 11005.1 731/2' MAX. MAX, SEE NOTE 4OX OR XO 353/4' 1091/2' MAX. —". jSEE NOTE 3-►{ i 3J4' +— ■ # O I E� O ., 4 1 1 i e1 lE \ 1 XACT oi t7i 0 0 , /Ej' X /NACTtT , O E� .. / E/Er X 11 jE 1 O SEE NOTE 4 71 3/4" MAX 24 9/18" MAX. DLO (TYP) OXO -SEE NOTE 4 NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP T AND IOC DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', '0X0' I XO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABILITY SHEET 2). 6. CLEAR OPENING FOR 'X' AND IOC DOORS AS FOLLOWS: (IC DOORS = WIDTH - 5.648) (IOC DOOR = DOOR WIDTH/2 - 4.079) X XX �-- MA3/4 —.1+ —SEE NOTE 3 143 3/4' MAX. 38 3/4'_'I MAX. SEE NOTE 4 —' G G OXXO SEE NOTE 4 DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH 'X' = DOOR WIDTH - 1215/16' DLO WIDTH IOC = DOOR WIDTH/2 -11 5/18° SIDE LITE DLO HEIGHT = HEIGHT -11 318' DLO WIDTH = WIDTH -31/8' qpy: wri e.:vl-lipyt with lM CAC Y,xke, o-T..1.?' ' Ra40, uda: AsoscUto FX fiele SN307 RsMbs El O 07VEFMOALOLONWFORMIHAO Rmd37 ADD= FORMULAS FOR DOOR AND31DEL EA00 DO=RLILODOL PX • ®0711FY DEAD B TNVD YXAO7.M arINACT.. Oaron3F _ Cluxbdal. aerc F.K 2122107 J.L 621177 S/a4O7 A 1070 TECHNOLOGY DRIVE RL34275 P33.Box1629 UIO1Wtlk8& FL34274 PST ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ed.aum! FD101 NTs titsaC 3 a 10 ix.apAu 110051 B ii i MA ■ # O I E� O ., 4 1 1 i e1 lE \ 1 XACT oi t7i 0 0 , /Ej' X /NACTtT SEE NOTE 4 —' G G OXXO SEE NOTE 4 DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH 'X' = DOOR WIDTH - 1215/16' DLO WIDTH IOC = DOOR WIDTH/2 -11 5/18° SIDE LITE DLO HEIGHT = HEIGHT -11 318' DLO WIDTH = WIDTH -31/8' qpy: wri e.:vl-lipyt with lM CAC Y,xke, o-T..1.?' ' Ra40, uda: AsoscUto FX fiele SN307 RsMbs El O 07VEFMOALOLONWFORMIHAO Rmd37 ADD= FORMULAS FOR DOOR AND31DEL EA00 DO=RLILODOL PX • ®0711FY DEAD B TNVD YXAO7.M arINACT.. Oaron3F _ Cluxbdal. aerc F.K 2122107 J.L 621177 S/a4O7 A 1070 TECHNOLOGY DRIVE RL34275 P33.Box1629 UIO1Wtlk8& FL34274 PST ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ed.aum! FD101 NTs titsaC 3 a 10 ix.apAu 110051 B ii MAX. DLO rat INTERIOR MAX. DOOR HEIGHT 1.489 EXTERIOR MAX. DLO INTERIOR MAX. SDE LATE HEIGHT DOOR SECT. A A SL SECT. B-B VERTICAL VERTICAL SL VIEW G-G CORNER ASSEMBLY Approved as eompiyhtg with the Der 1�p8C�,,°d7,0�7 Miami Dade Product Control By S. q L k OAS Rodskor tt4801 Oda 4407 Dsbe 0 Flotstrox A tftallader JJ NO CHANGE flr8SHEET. ESHOWDOUBLE HOLLOWtiEADSEGTONAT COMA ASSEMBLY cws IWO ?WHAMMY DANE R. MTh P.0.1317X 1528 NOKOMIS. 8.34274 PST V afhIy Beta. EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT arNWt RN01 Art 4 s 1D dryad 110054 B 70C SECT. C-C HORIZ. MAX. x WIDTH MAX. DLO {-� MAX. SL WIDTH - IC SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY - _ MAX SL WIDTH —�I INTERIOR EXTERIOR MAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved a carnal)** with the Date_ & rj Y. 2a NOAH Miami Dade Product Imhof n9_5,s4+7 (. (r4A4i.. Asokar Rend p FJC 91/8/07 Raids N0 CHANGE RiSHEET. Rawl* FJC Deic 81/4/07 Rabble A Dote F.K tea* J.J. ADO 'DOOR t6t LITE•108ECTAIE£a TINGLE BMELDE'701E07:FF dela 6/21/07 1070 TECHNOLOGYDRNE MONONA FL 34275 P.O. 877X1 MOtcOAtfs, FL $*7M Pc r VWbhr VERTICAL SECTIONS nr ALUM. FRENCH DOOR & SIDE LITES, IMPACT e.t.memt FD 01 Oalc 5 d 10 11005 -1 1f , ���1�tI��" Robert L Sad4 P.E. PE @39712 Structural ITEM DWG # PGT# DESCRIPTION ITEM DWG # PGT# DESCRIPTION 1 9436 60411 FRAME HEAD 80 9200 692013 SIDELITE HEADER 2 1010 60300 WSTP.,Q -LON .190X.375 HIGH 61 921D 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 91613 60381 SIDELITE JAMB 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781PQA #8 X 1.000 QUAD PN. SMS 5 938 7938X 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING #70998) 6 956 7958A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS (STOCKING #70999) 7 7832X12FPXP #8-32 X.500 PH. FL MS - S.S. W /SILICONE PATCH 68 934A 61841M SIDELITE JAMB ADAPTER 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 70 712653K SETTING BLOCK, 3/32" X 1/4" X 1" W /PSA 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/16" X 1/2" X 1" W/PSA 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD, 7/16" 12 1870 671670 WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY#32011) 73 988 8888 BEAD, 3/8" 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 92 986 64986 BEAD, INTERIOR 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 93 1224 8TP247 BULB, THICK (USED IN EXTRUDED BEAD) 15 11002A 411002A ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 16 11003A 411003A ACETAL SPACER .140 ( INHOUSE INJECTION MOLDED) 95 GLASS, 3/8" LAMI - 1/8" A .90 PVB, 3/16" HS 20 91513 80380 FRAME JAMB (OUTSWING) 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 21 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 97 GLASS, 7/16° LAMI - 3/16" A, .90 PVB, 3/16" HS 22 8808 66608M REINFORCEMENT, 1.000 X 2.750 X 0.650, 6061 -T5 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/18" HS 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 102 11006A 141106A ACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 103 OFF -THE SHELF DEAD BOLT LOCK 25 930 41721N STRIKE PLATE INSERT .055—.-II--.-7 OUTSWING 3 O CHANNEL 8083.78 26 1118 710X34PFA #I0 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187X.300 HIGH 30 91013 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION #10 X.625 PH. FL SMS 33 1178 71058FP W,B 34 913A 60378M TRUSS CLAMP . W .380 THRESHOLD COVER 35 1130 6TRODA 5/18-18 THREADED ROD 36 990 7990NUTA 5/16.18 FLANGED HEX NUT 37 914A 80379M WEATHERSTRIP CHANNEL 38 7834FPT #8X.75 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) Approved enasjemptying g�b ode Hate OcT /6� 2ea /7 Nw�mmt �� 40 1023 679243 WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLTASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BIDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) o„ c���� Dh lun 46 1213 8Q200K WSTP.,Q-LON .190 X.200 HIGH 2.750� 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 1. �r t 1 f ,✓� f f° 1i pl f Lt2mk. PS. PE #39712 Structural 48 1139 7634F #8 X .750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE �1.000 22 TUBE 6083 MULL -T5 DOOR & SIDELITES, IMPACT 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS Read* Ate noses W?OTP9DAD1007DltNE Aga P.O. BfpCrS9 l FL 94274/ �� PARTS LIST ALUM. FRENCH Road* Fx 1131w WW1 taadelsee a rrocra ,►� r n,a18,: Fx Ate 8+14/07 rNwiee A 11031113!f03OPADBOLTAAD AaeBp FJG Ata 212207 a wo), J.J. INACTIVE MEL Oar roRENO. we 1 821167 Visibly Bear Atretc Mot ave re 1/2x B s 10 a.rrna 11005-1 ,ae B 4.826 4.000 .7501 J .082 DOOR PANEL $Q TOP & BOTTOM RAIL 6083 -T5 4.728 4.100 1 .550 .050 0T FILLER HEAD ADAPTER 6083-T6 1.479 1 .050 .079 1.489 3.000 11 OUTSWING THRESHOLD 8083 -T6 1.750 4.728 4.100 DOOR PANEL SIDE RAIL 8083 -T5 44 1.500 x-.1251 1 .750 TRUSS CLAMP 808345 DOOR PANEL INTERIOR ASTRAGAL 8083 -T5 4.875 t- 1.480 oDOOR PANEL 45 EXTERIOR ASTRAGAL 8083-T5 CI 7/18' GLAZING BEAD 6083-T5 �-- 3.100 -►j 6. SL HEADER 8083 -T8 61 SL SILL 8053 -T8 20 DOOR FRAME, JAMB 8083 -T8 1.578 62 SL JAMB 8083-78 83° r 2.980 .060 0 SL JAMB S6 ADAPTER 8083 -T8 2 WEATHER STRIP CHANNEL 8083-T5 HINGE 808375 0.375 .125 Approved as emptying with We Florida Binding Code Date OLT /OF174.7 NOM A7-04 ? 4. Miami Dade Product Coetrol aenf$F Banc Rawl Bp flee FJC Yfa01 wamc B NO CHANGE iHBaHET. AOD WOW TODH1130a GRASS B1311214 101704844 31,4445a a2 MI FR af.�aea: FJC MV? Thar Reeklote A Hewrse adc 1070 TECHNOLOGY DRNE NORf7lIA R ma P.O. Egg 1529 MOWN& PL mire PGT Vtdbly Bemsr EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT seseemkdok fvtm 1/2v Elba Loaaym. 7 s 10 11005-1 B z .lay L Clark, P.E. PE #39712 Swdund HEAD ZONE "C"1 JAMB ZONE "A" JAMB ZONE "A" HEAD HEAD _1 ZONE "D°--/—ZONE "D° JAMB ZONE "A" A xx SILL I ZONE "C" SEE TABLLE. 3. SHT. 9 HEAD �ZEANDE I ZON HEAD E —/-ZOONj NE itt w a N m ;xo SILL I SILL ZONE "D" T ZONE "D" SEE TABLE 4., SHT. 9 HEAD ZONE "E"1 JAMB ZONE "B" O ZONE "D"--/-ZONE l <XOOR Ox JAMB ZONE B" SILL ZONE "E°� t ZONE D° t ZONE "E' HEAD �y� SEE TABLE 5., SHT. 9 SEE TABLE 8., SHT. 9 ZONE "D" I ZONED'F'� ▪ -t � O�t-ZON"F"--/--ZONE �Z E-f } JAMB ZONE "A" I ,A\ / OR I \♦ OXX \ // } JAMB ZONE "B" <XXO \\ / EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19 "x833/4" SIDE UTES "B AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314" x 83 3/4' XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+6 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. N m L X X X I // ' Oxxo \ // / I \ I 7 t 7 7 } JAMB ZONE "B° \\ I \\ Very I-- ZONE-1— E� SILL SILL �_ SILL --t-ZONE � 1-ZONE-1— SILL �_ SILL �ZO E-4 E ZONE E ZONE "D" ZONE "F° "E" "E, ZONE "F" ZONE °F° E SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9 SEE TABLE 7.. SHT. 9 NOTES: 713/4M/'XX' AS AN DOOR WEXAMPLE ITHP 9°W SIDE ANCHORAGE SEE SOumON �VEi 1. APPROVED ANCHOR TYPES ARE 1.114" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3.412 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 23118° MAX. O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. HEAD & SILL OF SIDE LITES: Cr MAX FROM,CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approved es comt, ;lug Wilk the oat g?o�oo NOM 67- e 24• to tdi�t Dade Product Cowol ,ITI44 I. (- n,.19F Oats r F.K NO MANGE THE SHES7. Rod 13s PJC 9N4dA Swears A CHANGENT OR 'OIPANL1mR ZONE FROM 'G'7Q ff. ADD ANCHOR TYPES OWOSSc Oak CrNadBp tl sc FJC 2/8V7 J.J. 6021,o7 107O7Eda4Oi.OQY DRAIIE Nd(0104 F134279 P.Q. BOX 1520 N FL 94274 PGT 1RdLly 8elrar ANCHORAGE CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sidslaltsik Sat NTS 8 ▪ ▪ + 10 110054 I B TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2 CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR TYPE & SUBSTRATE s B, C, 26 WOOD 1,2, CONC TABLE 5.0 SIDE LITE GLASS TYPES TYPE &SUBSTRATE 23, WMD A, B, C, D 1,2 CONC TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 23, WOOD 1,2, CONC TABLE 7. OXO, XXO OXX & OXXO GLASS TYPES A, B, 0, D ANCHOR TYPE & suasTRATE 23 WOOD 1,2 CONC DOOR WIDTHS "X" - 25.50 TO 37.50 LOAD ZONES U WIDTH X HT -0 [- lit X a DOOR WIDTHS 90( - 47.75 TO 71.75 WIDTH x HT. LOAD 20 a f4 n WIDTHS "O"- 10.75 TO 38.75 WIDTH x HT. !ga° OAD ZONES DOOR WIDTHS "X" - 25.50 TO 37.50 ZONES SIDE LITE WIDTH x Hi 0 0 .Q, Iu t 00 b DOOR WIDTHS X"- 25.50 TO 37.60 "XX - 47.75 TO 71.75 LOAD ZONES SIDE UTE WIDTH X HT. a. 25.50 x 79.75 83.75 87.75 91.75 95.75 27.50 x 79.75 8375 87.75 91.76 95.75 29.60 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.75 83.75 87.75 91.75 95.75 35.50 x 79.75 83.75 87.75 91.76 95.75 37.60 x 79.75 83.78 87.75 91.75 95.75 7 7 7 7 7 7 7 7 7 7 8 8 6 8 8 8 8 8 8 10 8 8 8 10 10 8 8 8 10 10 8 8 10 10 4 10 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 47.75 x 79.75 83.75 87.76 91.75 95.75 51.75 x 79.75 83.75 87.75 91.75 95.75 55.75 x 79.75 83.75 87.75 91.75 95.75 59.75 x 79.75 83,75 87.75 91.75 95.75 83.75 x 79.75 83.75 87.75 91.75 95.75 67.75 x 79.75 83.76 87.75 91.75 95.76 71.75 x 79.76 83.75 87.75 91.76 95.75 3 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 4 4 4 4 4 4 4 4 4 4 4 4 4 7 4 8 5 8 6 8 5 8 5 8 5 8 5 8 6 8 6 8 5 8 8 10 5 8 6 8 5 8 8 10 8 10 5 8 5 9 5 9 8 10 8 10 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 2 2 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3( 3 3 3 3 3 3 3 3 3 3 3 5 3 3 3 5 5 3 3 6 5 5 3 6 5 5 5 5 5 5 5 5 5 5"". 10.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 4 12.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 2 2 2 2 2 19.00 x 79.76 83.75 87.75 91.75 95.75 4 4 4 4 4 2 2 2 2 2 21.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 6 5 2 2 2 2 2 27.75 x 79.75 83.75 87.76 91.75 95.75 6 5 5 6 8 2 2 2 2 2 38.13 x 79.75 83.75 87.75 91.75 95.75 6 6 7 7 7 3 5 5 5 Oft Rabb: D 38.75 x 79.75 83.75 87.75 91.75 95.75 8 6 7 7 7 3 3 3 3 3 3 3 3 3 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 96.75 19.00 x 79.75 83.75 87.75 91.75 85.75 21.75 x 79.75 83.75 87.75 91.75 95.75 27.76 x 79.75 83.75 87.75 91.75 95.75 38.13 x 79.75 83.75 87.75 91.75 95.75 38.75 x 79.75 83.76 87.75 91.75 96.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 6 3 5 3 6 3 5 3 6 3 8 3 8 3 6 4 6 4 7 5 7 5 7 5 8 4 8 4 7 5 7 5 7 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 10.75 x 79.75 83.75 87.75 91.75 95.75 12.76 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.76 95.75 21.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 _3 4 3 4 3 4 3 5 3 5 3 5 3 5 3 5 3 6 3 6 3 6 4 6 4 7 6 7 6 7 6 6 4 27.75 x 79.75 83.75 87.75 91.75 95.76 36.13 x 79.75 83.75 87.76 91.75 95.75 38.75 x 79.75 83.75 87.75 91.75 95.75 6'4 7 5 7 5 7 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 LC 0 g 5 u. O QZQ 0 6 0 e3 O 0 0 d z APPROVED ANCHOR TYPES: 1.114° ELCO TAPCONS 2.114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approvd as complying who the Norlas ed NH bar 1"/ e»7 NOAE .47 -nG7t". IQ M6®I Bade Product /Cm�tto1 si«L1 1. LLs5 µ .� Amway FJC Nowkitak e NO CHAIM THIS SHEET. findElp Px DAs J.J. Retidosr A N31214LBOUSE W/TABLEETO MIL E4.. CHANGErABEO. MEMZ0?E •C'TO'0'ANDOOLL®4•eREFERENCE ADD 1270ANL7Nxi TYPE Rwnepe FJL Doke 2117107 Taw taro TECHNOLOGY DANE NOICOlita FL 9427E PQ BQx 1529 NORMA FL 34274 PG" ANCHOR QUANTITY LOAD ZONE TABLES we ALUM. FRENCH DOOR & SIDELITES, IMPACT NA 8 u 10 I°°�°° 11005-1 B 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 ExT. 1X WOOD BUCK NOTE 2 1,*_,1 3/4" fl MIN MIN ED. MIN E.D. I • . 1 318" TYPE 1 1 3/4° TYPE 2 1/4° MAX SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1 1/4" 'TYPE 1 OR 2 (CMU) 1 (CONC) 1 18° 1/4' MAX. 1 314" TYPE 2 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 3 TYPE • 4 314* MIN. D. 1/4" MAX. SHIM 1 1/4* TYPE 1 OR 2 (CMU) 1 318" TYPE 1 (CONC) 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 3f8" MIN. 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3. NOTE 1 1 3/8" TYPE 1 1 3/4° TYPE 2 SHIM -- 1/4' MAX. SHIM 1 3/4" TYPE 2 (CONC) l'r ill M■111111 II./ 111111, • 1111 bl ip III/IIIIII.II. .• .:* 3/4" MIN. ED. 4 ..--7 i .i....*7•':4 t_ 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 3113" MIN. CONC. ANCHOR, NOTE 1 DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR. TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 J 13/4" 2X WOOD BUCK, NOTE 2 MIN. E.D. DOOR SILL (WOOD) DOOR SILL (CONC) NOTE 3 F1/4" MAX 1 318" TYPE 1 ..p 1 3/4" TYPE 2 3.4 KSI MIN. CONC. WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 3/4 MIN. E.D. 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8° MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) CONC. ANCHOR. NOTE 1 LI 3.4 KSI MIN. CONC. MIN. E.D. 1/4" MAX. SHIM 3/8' TYPE 1 `•• 3/4" TYPE 2 SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 1/4° SS4 CRETE-FLEX EMBEDDED 1 3/4' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4°. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8' MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD. 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approved as comp: :Au oda the Florida Buottog Code Date P'S ZOb NOM co? —0629. fir Miami Dodo Product COSIVOI ryit1.1 I. (1.144J.. Dots Real* FX Oats BMW Reid= 8 NO CHANGE 71E8 SHEET. Resod* F.K Oa* EWA? Amides A EPEE 7YPE I &283 ON CCM DE7PIU3. EPEE. 7YPE 28 ONIVOCID DETAILS. ADDANCHOR TYPES TO NO773 I. dr F.K EAs 2/22/07 mama* 0/21071 /070 TENNOLOGY WIVE NOIPOIEE FLS4239 P.O. BOX Ida NOICOMIA $L38374 BCTI Mb& BeKsg ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT SwilMt.ft FD/Of NTS 10 dlO I 11005-1 / 2(7,1 L Clark, P.E. P8839712 Ettruchgal 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 FBC 20 Permit No. Master Permit No. l.1/41)1 212 I C� Permit Type: BUILDING ROOFING JOB ADDRESS: - 1 t(.4) (J 1.— Fr AN/r City: Miami Shores County: Miami Dade Zip: - 3 k'U Folio/Parcel #: Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder ) : {) LA-2A tS.o Phone #: � � S P 6(9ct Address: 7/4 S fJ 1 ( S City: M \ A-■l\ Sick' d 2 State: -S [IA 1SiN Zip: ) 38 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 1-144(--- e ®f'ck Q J It.sc Phone #: 3 '` �` � 6 Address: e76 S i..4 ,{ £ City Mg t State: tS Zip: `3 \ W Qualifier Name: '' '`�� T- o t Phone #: State Certification or Registration #: C G CW 7 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: 0 S Phone #: 7 2)(:e 1 - 9 `f ■ Valve of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: > 'Ut-1 j'-2._ a., n(.2.. f.; Color thru tile: * *** ***err **** **** * * ***** * * * ** * * **** * *F **,r,r, ,r,u******* *,r,r******** ** ************* * *** a Submittal Fee $ Permit Fee $ 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 t .LizWh' < . # roved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 13 �-3 2013 , by C.P42 U j 'TAL.A\I /S e or who has produced As identification and who did take an oath. ``` ∎ U11tiiiit1 jkt' d �;u'• L-_ NOTARY PUBLIC: Sign: Print: My Commission Expires: /nI11tit °, Contractor / g instrument was acknowledged before me thisf day of 6-14 , 20 /3, by L04 Y7 001,-0-ey who ' personally known t�io� a or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Jo wtld /0;g617 * EXPIRES: January 10, 2017 44,04 * Bonded ThuBid Noisy Senko ******** **** *********** ******** ** ************ ****** tar*** ****** *** * *** ***** *************** *ter ***** ** * ******* APPROVED BY Plans Examiner Structural Review (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09)(Revised 7/10/2007) Zoning Clerk MIAMI•D14DE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF AC, TANCE (N A)1 CGI Windows & Doo , Inc. 10100 N. W. 25th Stree FEB 13 2013 Miami, Fl. 33172 SCOPE: —� I l /- c7/ This NOA is being issued under the applicable rules and egulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Aluminum Outswing glazed Doors w /wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98 -01, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10 -20 -97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6 and 7 for unit sizes Vs lock options, mullion type, sidelites, glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type 5 -0). Sills (thresholds) types SS -1 & SS -2 are not rated for water infiltration. See thresholds (sills) limitations notes, in sheets 4 & 6 and glass type A 1 (muntin) limitations notes, in sheet 6. 4. Narrow stile sidelites are limited to 18" or less. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", 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 # 11- 1025.02 consists of this page 1 and evidence pages E -1& E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /economy lARFROVED. NOA No. 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 11- 1025.02). 2. Drawing No.W98-01, titled "Series 450 outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10 -20 -97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file # 11- 1025.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94( +50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w /wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 0080- 0304 -11 dated 11/28/2011 and HTL -0080- 0902 -11, signed and sealed by Vinu 3. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B- 5234.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL - 97055 (0080 - 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -01071 (0080 - 0402 -02) dated 04/01/2002 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09- 0723.04). Original tests conducted per SFBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 E -1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under file # 11- 1025.02) 1. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under file # 11- 1025.02) 3. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer ", expiring on 01/14/17. 2. Notice of Acceptance No. 08- 1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer ", expiring on 12/11/13. 3. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer ", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises # 11- 1025.02, expiring on November 09, 2016. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal # 10 -0940, dated 11/17/10 approved by BNC. E -2 c Ihaq L Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 . TYPICAL ELEVATIO \S 6 7/8" 38 -9/16" 6 7/8° G STEPS TO USE CHARTS SEE SHEETS 6 Sc 7. 6 7/8" LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. FRAME WIDTH - - D.L OPG. D.L. OPG. WIDTH m WIDTH H3o OUTSWI 23 -3/4' 12 -7/8' 2/6 L. IA / / / / / / / / / / / / / / W g 1/ ■ \ N. \ \ \ \ \ N i // '/ ACTIVE \\ 6 7/8° G STEPS TO USE CHARTS SEE SHEETS 6 Sc 7. 6 7/8" LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 74 -1/2" FRAME WIDTH 11 1/4" O.L. OPG. WIDTH D.L. OPG. DTH 6 7/8° HINGES 4 SEE SHEET 1.1 • D.L. OPG. WIDTH 23 -3/4' 12 -7/8' 2/6 L. IA / \ '7\ \\ 24 7/8' W g 41 -3/4' i // '/ \\ \ 100 -7/8' pi / 1 / / /. \ \ \ \ N. \ INACTIVE 112 -7/8' ACTIVE ,/ \ie/ /Y '/ \ \ \ 106 -1/2' / // ./ // \\ ,/ \\ \ \ \\ \ \\ 74 -1/2" FRAME WIDTH 11 1/4" O.L. OPG. WIDTH D.L. OPG. DTH 6 7/8° MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) tp N 113 -1/16" FRAME WIDTH AIL HINGES 4 SEE SHEET 1.1 • D.L. OPG. WIDTH 23 -3/4' 12 -7/8' 2/6 29 -3/4' IA / \ '7\ \\ 24 7/8' W g 41 -3/4' i // '/ \\ \ 100 -7/8' pi / 1 / / /. \ \ \ \ N. \ INACTIVE 112 -7/8' ACTIVE MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) tp N 113 -1/16" FRAME WIDTH AIL HINGES 4 SEE SHEET 1.1 • D.L. OPG. WIDTH 23 -3/4' 12 -7/8' 2/6 29 -3/4' //11 3/0 \ 24 7/8' 3/6 41 -3/4' i // '/ 8/6 100 -7/8' /. 9/0 106 -7/8' / / /. \ \ \ \ N. \ \ \\ 112 -7/8' 100 -1/2' / / / / / /' \ie/ /Y '/ \ \ \ 106 -1/2' / // ./ // \\ ,/ \\ \ \ \\ \ \\ 4 ACTIVE 3 / / / / ACTIVE \l /' INACTIVE MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) tp N 113 -1/16" FRAME WIDTH AIL HINGES 4 SEE SHEET 1.1 • D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' 18 -7/8' 3/0 35 -3/4' 24 7/8' 3/6 41 -3/4' 30 -7/8' 8/6 100 -7/8' /. 9/0 106 -7/8' / / /. \ \ \ \ N. \ \ \\ 112 -7/8' 100 -1/2' 10/0 118 -7/8" 106 -1/2' /. /% ACTIVE NOMINAL PANEL WIDTH D00R /SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' 18 -7/8' 3/0 35 -3/4' 24 7/8' 3/6 41 -3/4' 30 -7/8' NOMINAL PANEL HEIGHT DOOR /SIDELITE PANEL HEIGHT D.L. OPG. HEIGHT 6/8 78 -7/8° 66 -1/2° 7/0 82 -7/8' 70 -1/2' 7/6 88 -7/8° 76 -1/2° 8/0 94 -7/8' 82 -1/2' 8/6 100 -7/8' 88 -1/2° 9/0 106 -7/8' 94 -1/2' 9/6 112 -7/8' 100 -1/2' 10/0 118 -7/8" 106 -1/2' FRAME HEIGHT = PANEL HEIGHT + 1 -7/8" STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4" Engr; JAVAD AHMAO CIVIL FLA. PF 70582 C.A.Nt 3538 2012 revisions: E 10.18.06 F 07.10.08 H 10.25.11 I 04.23.12 .1 08.29.12 ~KT IttV060 =ins wtsis cite I Code hisipa. Pie JZ -' o6.63 ltua►ttl o 0/11`./c4, Zo /C 1 t _ LEGEND —0 — OUTSWING DOOR DETAIL — ITEM DESCRIPTION (see sheet 2 of 7) REV. PER BCCO COMMENTS UPDATED FOR 2007 FBC REV. PER BNC COMMENTS REV. PER PERA COMMENTS NO CHANGE THIS SHEET DWG. NO.: W98 -01 • CG\ WINDOWS ac DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors Sc Sidelites date : 10 -20 -97 sheet 1 of 7 TYPICAL ELIVATIO\S LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) // TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR SIDELITE PANEL) 117 OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME HEIGHT = PANEL HEIGHT + 1 -7/8° (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4" CGI 3 POINT LOCK 12 10A : COPPER CREEK W/ CGI 3 POINT 1OAA : BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 100: DOR -0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK N REGENT COMMERCIAL i w o�� / / / 11 // •/ i / / / / / / / / / / / ACTIVE INACTIVE 12 w n 3 POINT LOCK 10A 10AA 10B 10C & IOCC 1OD & 10E 10 F DOOR HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 84" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96 -3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108 -3/4" - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120 -3/4" - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 10A : COPPER CREEK W/ CGI 3 POINT 1OAA : BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 100: DOR -0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK N REGENT COMMERCIAL i w o�� / / / 11 // •/ i / / / / / / / / / / / ACTIVE INACTIVE 12 w n 3 POINT LOCK RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING // / / • / / / / / / / 3 `.` 11 44 1/2' \\ \ ` \\ \ \ / \` 109 / % / // / 1 ° 1 ` \\ \ ■ ACTIVE INACTIVE RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING 1JPT❑ 90 -3/4' 3 35 1/2' ABOVE 90 -3/4' UPTO 120' 4 44 1/2' DOORS WITH 3 HINGES LIMITED TO 100 PSF HARDWARE DESCRIPTION VegHl s r N sgas W t. FIXED FIXED CGI DOORS , (SEE SHEET 1) / aa aaat:/ rl / h / / / / / / / / / /. / Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 t. it) IMOSKVBEvirage at LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W98 -01 • CG\ WINDOWS ac DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.1 of 7 BULB VINYL CGI -382 3/16" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY ' SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS BULB VINYL CGI -382 SIUCONE GE -1200 DOW 995 DOW 899 3/16" HEAT STREN'D GLASS .075" INTERLAYER VANCEVA COMPOSITE BY ' SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" HEAT STREN'D GLASS GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8" OR 1/4" TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY ' SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS GLASS TYPE 'Al 1" OVERALL INSUL. LAM. GLASS SILICONE GE -1200 DOW 995 DOW 899 SIUCONE GE -1200 DOW 995 DOW 899 AIR SPACE CONSISTING OF SPACER; ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. BULB VINYL CGI -382 3/16" ANN. GLASS .090" PUB INTERLAYER SAFLEX IIIG BY ' SOLUTIA' 3/16" HEAT STREN'D GLASS SIUCONE GE -1200 DOW 995 DOW 899 GLASS TYPE `B' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8° OR 1/4° TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS GLASS TYPE `B1' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SIUCONE GE -1200 DOW 995 DOW 899 BULB VINYL 001 -382 .090 ALUMINUM SHEET 1/4" PLYWOOD .090 ALUMINUM SHEET oa SIUCONE GE -1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL BULB VINYL CGI -382 .090 ALUMINUM SHEET 3/4" PLYWOOD .090 ALUMINUM SHEET SIUCONE GE -1200 DOW 995 1" DOW 899 1 OVERALL COMPOSITE PANEL GLAZING STOP OPTIONS CGI -375 CGI -396 Engr. JAVAD AMMO CIVIL FLA. PE 11 70592 C.A.N. 538 UN 9 2012 h4 � with the Fib .050 CGI -504 1.672 r_ m N rI .742 b °-.0130 CGI -519 CGI -515 DOORS AND SIDEUTES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS /ADAPTERS DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.2 of 7 74 1/2" (TESTED SIZE) 4 1/4" 3° 24" MAX. FRAME WIDTH 6" 3" 24" MAX. 4 1/4" 35 -1/2" MAX. PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) - 132.0 PSF GLASS TYPE `A` LOCK OPTION 10AA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" 38 9/16" FRAME WIDTH 24" MAX. _ / / / / ACTIVE io 10AA 2 It Engr JAVAD AHMAD CIVIL FLA. PE W 70592 C.A.N. 538 flii► JUN 9 2.012 wftb tb2 /__ _pS n DWG. NO.: W98 -01 • EI WINDOWS ,Se DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.3 of 7 — n CO Cn g . M ""-• m7 I 24 3/4" / t- /' I I i i \ \ \ \ \ / — a N N7 / oa m \ / / ,2 o /- -I j� 10AA tc+J \ \ \ . D d - 3 / 1� co r Pi / .t o v Mi co am INACTIVE / ACTIVE ° i I , , 9 .--T- 35 -1/2" MAX. PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) - 132.0 PSF GLASS TYPE `A` LOCK OPTION 10AA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" 38 9/16" FRAME WIDTH 24" MAX. _ / / / / ACTIVE io 10AA 2 It Engr JAVAD AHMAD CIVIL FLA. PE W 70592 C.A.N. 538 flii► JUN 9 2.012 wftb tb2 /__ _pS n DWG. NO.: W98 -01 • EI WINDOWS ,Se DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.3 of 7 rn 74 1/2" (TESTED SIZE) 4 1/4" 3" 24" MAX. • FRAME WIDTH 6" 3" 24" MAX. " 4 1/4" 4 1/4" n 0) u) elk 35 -1/2" MAX. PANEL WIDTH 6" 24" DOORS LOAD CAPACITY - PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( -) 96 -1 /2" 1.0,7,›- 70.0 70.0 84 -1 /2" — / / / / /% 100 \ OR 10E \ \ / / \ CONCEALED VERTICAL ROD \ \ \ 0 -% / / / / d M ��11�i// T I " ACTIVE ACTIVE in m n 0) u) elk 35 -1/2" MAX. PANEL WIDTH 6" 24" DOORS LOAD CAPACITY - PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( -) 96 -1 /2" 74 -1 /2" 70.0 70.0 84 -1 /2" 74 -1 /2" 80.0 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 10D AND 10E 7 1/4" 38 9/16" FRAME WIDTH 24" MAX. H -0 CVR PANIC HARDWARE 0) ri kA y CONCEALED VERTICAL / / �% 1OR 0E \ ROD / \ \ in N O 3 d I 4 L to N I " in m ACTIVE APPROVED PANIC HARDWARE FOR DOORS DOR -0 -MATIC SERIES 1690 TOUCHEIAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE a lg 7 1/4" 6 7 1/4" Engr: JAVA() AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 UN 20 201 2 1114040Fi. REVISED alt wtth the Hoehht. sl�: Ailitpiesee ,.•03 DWG. NO.: W98 -01 • CG\ WINIDOWS 8c DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.4 of 7 BILL OF VATERIALS ITEM 1 2A 2B 2C 3 5 6 7 8 9 10 10 10 10 1fl 10 10 10 10 DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 @ CENTER OF PAIRS SPACED 6" O.C. & 24" O.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, CO 3" & 7" FROM ENDS & 19 -3/8" O.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL 082410. AA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP Sc BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. B REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. C SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. CC SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES 082410. D DOR -0 —MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. 10E JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. F CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WI TH BALDWIN SERIES 8200 DEAD BOLT. 12 13 141 17 18 19 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4 -1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12 -24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4 ") CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE -1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063 —T6. 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063 —T5. ilex MTh !a Engr: JAVAD AHMAD CIVIL FLAC. ANPE # 70592 . )538 3 DWG. NO.: W98 -01 • EL WINDOWS 8c DOORS 10100 northwest 25 street miomi, #iorido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2 of 7 • 1 .750 .125 4.462 1.812 .100 2.082 CGI -507 DOOR FRAME HEAD /SILL CGI -511 JAMB COVER 4.562 CGI — 509 FRAME JAMB /MULLION CGI -503 NARROW SIDELITE STILE CGI -502 JAMB /LOCK /SIDELITE STILE i 1.918 656 CGI — 505 ASTRAGAL 075 CGI -500A TOP RAIL 4.522 CG -510 SIDELITE MULLION .075 W -1.063 .465 CGI -508 FRAME COVER 1.844 CGI -501 BOTTOM RAIL .188 .500 1 CGI -540 4.000 _4.1 SADDLE THRESHOLDS r• -1.844 CGI -514 HORIZONTAL MUNTIN g .639 fl CGI -375 CGI -396 Engr: JAVAD AMMO IL FLA. PE CIV# 70592 C.A.N. 538 4' Ott eft .050 CGI -504 --.080 -Ix- .742 I- CGI -519 0D .080 co N 1 .744 CGI -515 DWG. NO.: W98 -01 • [GI WINDOWS e4c DOORS 10100 northwest 25 street miami, fiorida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2.1 of 7 4.711 1/2' 1 /2" Bolt T— Bolt a Housing Assembly E1 #10 x 3/4" PH SMS Flushbolt Tip J r ' Linkage Assy. Rod Keyed Cylinder /Deadbol Assy. Connection Wheel TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3 —POINT LOCK Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 12 #10 x 3/4" PH SMS #8 x 1/2" PH MS Flushbolts (Inactive Panel) 1/2° 1/2" Bolt Tip Threaded Rod Keyed Cylinder Deadbolt Assembly Iw ct #10 x 3/4" PH SMS Bolt Housing 0 Actuator Arm REGENT 3 POINT COMMERCIAL LOCK Actuator Arm Bolt Tip TOP SECTION SHOWN (BOTTOM SIMILAR) #10 x 3/4" PH SMS #10 x 3/4" FH SMS SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT Engr: JAVAD AHMAp CI4X g N •FLA. RE N 70592 CA.N. 5;i5 gz g JU 9 9 2012 MARKT NIMROD Surface Mounted Activator DWG. NO.: W98 -01 • EL WINDOWS ac DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.2 of 7 #12 x 1 1/2" FH SMS Keeper Top Lock Assembly Bottom Bolt Bolt Guide Dor— O —Matic 1690 #10 x 1/4" FH MS El N N g� Engr. JAVAD AHMAD CIVIL.. FLA. PE # 70592 CAN. 3538 Jackson 20861 Strike Plate Top Guide w /trip release Top Bolt Bottom Bolt Bolt Guide 1/2" n_sis #10 x 1/2" FH MS #10 x 1/2" FH MS wawa hakifiagelth 12 *670e Illpirvalout Date ///4/4 DWG. NO.: W98 -01 • EI WINDOWS Sc DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.3 of 7 1X4 PT WOOD SEE NOTE BELOW z w I ° I EDGIE;t 41 d Air 111111911111www- ..... ATOM Pr n 1/4" DIA. ULTRACON 6" FROM ENDS AND 24" 0.C. (INTERMEDIAT ANC (SEE „HEET CONQ 1/4" DIA. ULTRACON SEE SHEET 7 ED E DIST SEALANT 2X4 PT WOOD SEE NOTE BELCW OPTIONAL INSTALLATION INTO 2X4 PT WOOD SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL TYPICAL CD L1J w 2 LL JITTZSITIOb TYPICAL x-.125 OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) TYPICAL #12 SCREWS 3/ END 1.844 -0-2.082 F.100 TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON 6" FROM ENDS AND 19 -3/8" 0.C. FOR LOADS UPTO 70 PSF 14 -1/2" 0.C. FOR LOADS UPTO 110 PSF 12" 0.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) 1X4 PT WOOD 509 511 TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 504 375 1/4" DIA. ULTRACON 509 1 -1/4" I¢ -1.250 2X4 PT WOOD .150 EXTERIOR OPTIONAL INSTALLATION INTO 2X4 PT WOOD 4.852 a EXTERIOR PANEL WIDTH 1.250 NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI MUST BE PROPERLY SECURED AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. 1/4" DIA. ULTRACON ® 6" FROM ENDS AND 24" 0.C. (INTERMEDIATE ANCHORS) $ Engr: JAM AHMAD ckio alMO FLA. PE # 70592 CIVIL NOTE: C.A.N. 538 ALL ANCHOR CONDITIONS SHOWN ON :11N! SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACS = WITHOUT VARIATION IN CAPACITY. s $ INTERIOR 502 FRAME WIDTH 1.250 505 13 ASTRAGAL REQD. FOR WATER RESISTANT DOORS ONLY J l 502 OR 16 8 ACTIVE S) EXTERIOR E .I 3 .I. CON ETE I d 14 1 505 A 1 oo INACTIVE OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 3 of 7 THIS SILL IS NOT RATED FOR WATER ADA SADDLE 502 MULLION #1 2.878 b- -1,250 1X4 PT WOOD SEE NOTE SHEET 3 511 511 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. 511 1/4° MIN. 502 EXTERIOR SWEEP --� DOOR PANEL WIDTH 1.918 4.812 EXTERIOR © SEALANT -v- -1.250 DOOR FRAME WIDTH .125 .188 IMPEL • 'VW& SIDELITE PANEL IDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH 4" WIDE SADDLE THRESHOLD 540 THIS SILL IS NOT RATED FOR WATER RESIDENTIAL SADDLE 1/4" DIA. ULTRACON 6" FROM ENDS & 24" O.C. 3 SI CONCRETE DOE ' IST. 4 M EXTERIOR x-.125 hilgu III gglOgs .125 3 KSI °NCR• TE a UJ L. cax REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engl.; JAVAD AHMAD FLA. PE # 70592 C.A.N. 3538 JUN 2 9 2.012 Qtr WLVISSO 1/4" SHIM T .125 3.278 1/4" DIA. ULTRACON CQ? 6" FROM ENDS & 19 -3/8" 0.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 3 DWG. NO.: W98 -01 • CG\ WINDOWS ae DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 4 of 7 MULLION TYPE 1 WIDE STILE -WIDE STILE 502 4.812 SEALANT EXTERIOR SIDELITE PANEL WIDTH MULLION TYPE 2 WIDE STILE - NARROW STILE 502 EXTERIOR SIDELITE PANEL WIDTH 511 MULLION TYPE 3 NARROW STILE - NARROW STILE 503 EXTERIOR 503 1.918 r Q SIDELITE PANEL WIDTH 25 1.062 SIDELITE PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH WIDTH (W) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (W) HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) / / / \ / / �\ . 1/6 2/0 2/6 3/0 3/6 // / / / 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH WIDTH (W) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (W) HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 1/6 2/0 2/6 3/0 3/6 6/8 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 1/6 2/0 2/6 3/0 3/6 7/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 7/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 8/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 100.0 104.6 - - - - 1/6 2/0 2/6 3/0 3/6 8/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 100.4 - - 98.9 98.9 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 9/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 104.1 - - 98.1 98.1 70.0 70.0 - - 82.9 82.9 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 100.0 110.0 9/6 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 70.0 70.0 10/0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 59.9 59.9 - - - - Engr. JAVAD AHM1A0 CIVIL FL4: PE # 70592 C.A.N. 3539 W 4. 1180PUCT liVEVWED Arlipipione Pie fkcparfaiak DWG. NO.: W98 -01 • EL WINDOWS Sc DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10- 20-97 sheet 5 of 7 (sheet 6 of 7] PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIDELITES LIMITED TO 18" OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. ,GLASS TYPE 'A' 7/16" COMPOSITE PANELS 1" COMPOSITE PANELS GLASS TYPE 'Al' GLASS TYPES 'B' & 'BI' NOM. PANEL WIDTH NOM. PANEL HEIGHT EXT. (+) INT. C -) EXT. C +) INT. C -) EXT. < +) INT. (-) 2/0 2/6 3/0 3/6 6/8 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/6 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 105.0 105.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 8/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 70.0 70.0 70.0 * 70.0 * - - 2/0 2/6 3/0 3/6 8/6 100,0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 IN - - 2/0 2/6 3/0 9/0 100.0 110.0 70.0 IN 70.0 IN - - 100.0 110.0 70.0 * 70.0 IN - - 100.0 110.0 70.0 * 70.0 Ni - - 2/0 2/6 3/0 9/6 70.0 70.0 70.0 it 70.0 IN - - 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 IN - - 2/0 2/6 3/0 10/0 70.0 70.0 70.0 * 70.0 IN - - 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 IN 70.0 * - - LOADS OWN ABO ARE FOR DOORS USING THRESHOLDS IN ANY CONDITION AND ® & WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN. a 0 a 0 507 a \4\ 4 \q OUTSWING OUTSWING (SADDLE) RESIDENTIAL (SADDLE) n Y PANEL WIDTH1TANEL WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DOOR /SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE' EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE. CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. Engr: JAVAD AHMAD CIVIL FI. A. PE g 70592 C.A.N. 3538 mewiN► Noe i hiarissei, Phi Z--- �03 emprwmair MAW fo o on g 4: I ro u. d' d C4QR 8 co oz 1'2 IL zrn _ 8 _g j COMP — ANL \W98 -01 CG) c CGI WINDOWS & FAX. (305) 593 -6592 m N 0 N 0 W 1 c N v 0 1 l) 0 -o a G.; a 0 ■-c dote: 01 -02 -98 v drawing no. W98 -01 0 24" MAX. DOOR HEIGHT / / \ \ PANEL WIDTH SINGLE DOOR OR SIDEUTE 6" -MULLION ANCHORS AT SIDEUTE 6" 24" DOOR HEIGHT MTG. STILE ANCHORS 1 !1111`1) 1 (1 1111 MTG. STILE ANCHORS 3° MIN. TYP. ANCHOR SPACING �c DOUBLE DOOR 3" MIN. TYP. ANCHOR SPACING CL CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY MTG. STILE ANCHORS AT DOUBLE DOORS '`y� c. ,te. DESIGN LOAD CAPACTY-PSF / / / / / / / / / i% \ \ -� \ \ \ \\ \ \ \ \ i% / / / \ PANEL WIDTH PANEL HEIGHT / / / PANEL HEIGHT DOUBLE DOOR 3" MIN. TYP. ANCHOR SPACING CL CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY sn DOOR HEIGHT PANEL WIDTH PANEL WIDTH PANEL WIDTH o- PANEL WIDTH MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS OMINAL DIMS. Y ,te. DESIGN LOAD CAPACTY-PSF TYPE 'B' TYPE 'C' -� TYPE 'B' & TYPE 'C' AT SS1 SILL TYPE 'C' AT S -0 & SS2 SILL PANEL WIDTH PANEL HEIGHT / / / PANEL HEIGHT CLUSTER OF 3 ANCHORS \ `\ \ CLUSTER OF 6 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS / / / \ 2/0 2/6 3/0 3/6 6/8 \ \ / \ 110.0 110.0 0 2/0 2/6 3/0 3/6 6/8 105.7 110.0 110.0 110.0 110.0 81.1 110.0 110.0 sn DOOR HEIGHT PANEL WIDTH PANEL WIDTH PANEL WIDTH o- PANEL WIDTH MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS OMINAL DIMS. DESIGN LOAD CAPACTY -PSF DIMS. DESIGN LOAD CAPACTY-PSF TYPE 'B' TYPE 'C' NOMINAL TYPE 'B' & TYPE 'C' AT SS1 SILL TYPE 'C' AT S -0 & SS2 SILL PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 100.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 6/8 105.7 110.0 110.0 110.0 110.0 81.1 110.0 110.0 110.0 110.0 84.5 110.0 110.0 110.0 110.0 68.0 90.7 110.0 110.0 110.0 70.4 93.9 110.0 110.0 110.0 58.6 78.1 110.0 101.3 110.0 60.4 80.5 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 95.6 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.7 110.0 110.0 110.0 110.0 77.2 103.0 110.0 110.0 110.0 80.5 107.4 110.0 110.0 110.0 64.8 86.4 110.0 110.0 110.0 67.1 89.5 110.0 110.0 110.0 55.8 74.4 110.0 96.5 110.0 57.5 76.7 110.0 108.0 110.0 2/0 2/6 3/0 3/6 7/6 89.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 94.0 110.0 110.0 110.0 110.0 72.1 96.2 110.0 110.0 110.0 75.2 100.3 110.0 110.0 110.0 60.5 80.7 110.0 104.6 110.0 62.7 83.6 110.0 110.0 110.0 52.1 69.5 104.3 90.1 110.0 53.7 71.6 107.4 100.9 110.0 2/0 2/6 3/0 3/6 8/0 83.7 111.6 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/0 88.2 110.0 110.0 110.0 110.0 67.7 90.2 110.0 110.0 110.0 70.5 94.1 110.0 110.0 110.0 56.8 75.7 110.0 98.1 110.0 58.8 78.4 110.0 110.0 110.0 48.9 85.2 97.8 84.5 107.8 50.4 67.2 100.8 94.6 110.0 2/0 2/6 3/0 3/6 8/6 78.8 105.1 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/6 83.0 110.0 110.0 110.0 110.0 63.7 84.9 110.0 110.0 110.0 66.4 88.6 110.0 110.0 110.0 53.5 71.3 106.9 92.4 110.0 55.4 73.8 110.0 103.9 110.0 46.0 61.4 92.1 79.6 101.5 47.4 63.3 94.9 89.1 110.0 2/0 2/6 3/0 9/0 74.5 99.3 110.0 110.0 110.0 2/0 2/6 3/0 9/0 78.5 104.6 110.0 110.0 110.0 60.2 80.3 110.0 104.0 110.0 62.8 83.7 110.0 110.0 110.0 50.5 67.3 110.0 87.3 110.0 52.3 69.7 104.6 98.2 110.0 2/0 2/6 3/0 9/6 70.6 94.1 110.0 110.0 110.0 2/0 2/6 3/0 9/6 74.4 99.1 110.0 110.0 110.0 57.0 76.1 110.0 98.6 110.0 59.5 79.3 110.0 110.0 110.0 47.9 63.8 95.7 82.7 105.6 49.6 66.1 99.1 93.1 110.0 2/0 2/6 3/0 10 /0 67.1 89.4 110.0 110.0 110.0 2/0 2/6 3/0 10/0 .70.7 94.2 110.0 110.0 110.0 54.2 72.3 108.4 93.7 110.0 56.5 75.4 110.0 106.1 110.0 45.5 60.6 91.0 78.6 100.3 47.1 62.8 94.2 88.4 110.0 ANCHORS: TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI)- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY .EDGE (STANCES INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. TYPE 'C'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy =155 KSI) DIRECTLY INTO CONCRETE 1 -3/4" MIN. EMBED INTO CONC. .EDGE DISTANCES INTO CONCRETE = 2 -1/2" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD & SILL. -AT HEAD -AT HEAD OR SILL STEPS TO USE CHARTS: 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 6. Engr: JAVAD AHMAD CML FLA. PE 1 70592 CAN. 538 OSIVROMMIri Laxtral1 Ake Reset � L [(04`u 0 WINDOWS & DOORS U FAX. (305) 593 -6592 rn 0 0 r. 0 0 v 1 1 2 13 v 0 0 3 0 lg La 42 4 `scale: 1/2° = 1" drawing no. W98 -01 0 sheet 7 of 7 #12 SCREWS 2/ END EXTERIOR HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. ,(SS2i RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION INTERIOR EXTERIOR #12 SCREWS 3/ END PANEL CORNER DETAIL (SO) STD. SILL CORNER DETAIL INTERIOR inowcriumma e$ 'del Code Aievireams PM /2-09 •03 ,Z0/( 2 X 2 X 1 /4° ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR INTERIOR (SS1) ADA SILL CORNER DETAIL 2 X 2 X 1/40 ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR INTERIOR ADA SILL 0 MULLION Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 838 rn O w ga 4 o 0 cg O t og gha W zth' -i _I(181. etEAN COMP —ANL\ W98— 0 1 CG c 0 N 1 .0 revisions t - drawing no. W98 -01 (sheet 7.1of 7