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WS-13-2234Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 200366 Permit Number: WS -10 -13 -2234 Scheduled Inspection Date: November 06, 2013 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: SEATON, DOUGLAS Work Classification: Window /Door Replacement Job Address: 1201 NE 97 Street Miami Shores, FL 33138 -2559 Project: <NONE> Contractor: EAST COAST WINDOWS & DOORS. INC liuna comments Phone Number 3061758 -1145 Parcel Number 1132050090370 Phone: (954)581 -2113 RETROFIT 27 WINDOWS AND 3 DOORS WITH IMPACT ------ -- INSPECTOR COMMENTS False November 05, 2013 For Inspections please call: (305)762 -4949 Page 17 of 34 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 05, 2013 For Inspections please call: (305)762 -4949 Page 17 of 34 PERMIT WS -10 -13 -2234 HAS AN OPEN INVOICE. PLEASE PAY THIS INVOICE BEFORE PRINTING THE INSPECTION WORKSHEET FOR INSPECTION INSP- 200365. 110) NE 91 s+ Type Ned PQy D 944oh '4 ?Ian eview Fee � t 00, CO e ofe, F 1nal Twonspe V� �)� October 11, 2013 For Inspections please call: (305)762 -4949 page 12 of 25 b <� BUILDING 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 PERMIT APPLICATION OCT 03 2013 FBC 2010 Permit No. Master Permit No ))3 -,223 Ll Permit Type: BUILDING ROOFING JOB ADDRESS: ► Zo ► ME q-1 s r Miami City: M Shores Z County: Miami Dade ip: 33138 Folio/Parcel #: 11 3 20 5 Q6 Q o3 70 Is the Building Historically Designated: Yes OWNER: Name (Fee Simple NO Flood Zone: ra II C Address: 1201 ME q-7 WE City: M 1 hm 1 SHxes State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: East Coast Windows & Doors. Inc Phone#: q54- 551 -2113 Address: 1111 561 Avenue city: Pomano Beach state: FL zip: 33060 Qualifier Name: Edward J Mords Phone #: 954- 240 -4932 State Certification or Registration #: GGG 1504443 Certificate of Competency #: Contact Phone #: 954- 581 -2113 extt��2,,01 Email Address: eleanortaeastcoastuAndows com DESIGNER: Architect/Engineer: L�fT%� CzU/Z[ / Jr Phone #: 9Sq 7 114-10 9 91 Value of Work for this Permit: $ Q iii Oo Square/Linear Footage of Work: Type of Work: I ❑Addition Alteration ONew ORepair/Replace ODemolition Description of Work: Retrofit (2-7) windows and ( 3) doOrs with irnnsct Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Notary Radon Fee $ DBPR $ Bond $ 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 Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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. s ~ i "WA a' -TO OWNER: YOUR FAILUReE., TQ fRFXORJ) ,A, .NOTICE OF COMMENCEMENT MAY RESULT IN ' Y'O PAYING'- TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FI1�[ANJNG3 ;CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CORIJI NGNOUR NOrF10E.0iF-C *"RC9iVI V4f,99 ems•, ,.w q'w r.. Notice to? pp�{ct;nd' As a condition to the issuance of a buildink+mit with an estimated'Va :•V;e &di - �Q, applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure wi�e 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. Signatur Owner or Agent The foregoing instrument was acknowledged before me this N day of , 20k3 , by I --li --U Se(A 10 , who is personally known to me or who has produced L 1. Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 a, by Eduard _1 Mnrris , who is onall known to r who has produced ...As, identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign:t ,Q Print: V It ` a d1.4 Print: " " "4� ELEAPtOR MCAFE \� sr Pu'�i My Commission E 'a'' Commission # EE 6814 My G * * My Commission Expires 07.06 -2014 �,•. Bonded Through nnnnnn 6endlna Co.. Inc. i6 /IJ /l Elean )mmissi Hb commission # EE 5814 * * My Commission Expires 07.06 -2014 Bonded Through Atlantic Bonding Co..Inc. �h xs sk sk sk sg ak x= xs ads >k sK x: sk nk ak ak � ik ak +k ak $s � ak x� ak'h xe sk $s da ga $a ak sk ak $s ak ak ik $a xe =k Ht ik xa ak sk+k xe a$ � sk ga ak sk ak>k H� APPROVED BY Plans Examiner l Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Em 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA: EAST COAST WINDOWS & DOORS INC Receipt #:G»>L CONTRACTOR Business Name: Business Type: CONTRACTOR) Owner Name: EDWARD J MORRIS Business Opened:12 /04/2002 Business Location: 1711 SW 7 AVE State /County /Cert/Reg:CGC 1504443 POMPANO BEACH Exemption Code:. Business Phone: 954 -581 -2113 Rooms seats Employees Machines Professionals 6 For Vending Business Only Number of Machines: Vendino Tvoe: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 1 0.00.11 0.06 0.00 1 0.00 1 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: EAST COAST WINDOWS & DOORS INC Receipt #05A -12- 00011486 1711 SW 7 AVE Paid 07/19/2013 27.00 POMPANO BEACH, FL 33060 2013 -2014 q .rWNW& EASTC06 OP ID: D3 7 AiCOR ©® `.,....- CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 05/03113 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 954- 776 -2222 Brown & Brown of Florida, Inc. 954 - 776 -4446 1201 W Cypress Creek Rd # 130 P.O. Box 5727 Ft Lauderdale, FL 33310 -5727 Andrew Noye, CIC, CRIS CONTACT NAME: PHONE FAX Arc No Ext : Arc N-1! E-MAIL SS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : First Mercury Ins. Co. 10657 INSURED East Coast Windows & Doors Inc INSURER B: National Trust Insurance Co. 20141 Attn: Kelly 1711 S.W. 7th Avenue Pompano Beach, FL 33060 INSURER C:RetailFirst Ins Co PERSONAL & ADV INJURY INSURER D:Lloyd's of London 15792 GENERAL AGGREGATE $ 2,000,00 INSURER E: PRODUCTS - COMP /OP AGG INSURER F: Emp Ben. $ 1,000,00 CAVFRAf�FC CERTIFICATE NIIMRFR- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE AD SUBR POLICY NUMBER MM/VDD EFF MM/VDCD I LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FxI OCCUR CGL000001OS1902 05107113 05107/14 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence $ 50,000 MED EXP (Any one person) $ Exclude PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY [AXI PRO LOC PRODUCTS - COMP /OP AGG $ 2,000,00 Emp Ben. $ 1,000,00 B AUTOMOBILE LIABILITY A NY AUTO ALL OWNED SCHEDULED AUTOS AUTOS X HIRED AUTOS Lx NON -OWNED AUTOS CA00184082 05/07/13 05/07114 Ea sodden SINGLE LIMIT $ 1,000,00 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PeOPERTnDAMAGE $ A UMBRELLA LIAR EXCESS LIAR X OCCUR CLAIMS -MADE EX000001054402 05/07/13 05107114 EACH OCCURRENCE $ 2,000,00 X d AGGREGATE $ 2,000,00 DED I X I RETENTION$ 0 $ C. WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y!❑NN OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA 052042030 05/07/13 05107114 X TOR STATU- OTRH- E.L. EACH ACCIDENT $ 1,000,00 E.L. DISEASE - EA EMPLOYEE $ 1,000,00 E.L. DISEASE - POLICY LIMIT $ 1,000,000 D Professional E &O W126D8130201 03/23/13 05107114 Per Claim 1,000,001 Aggregate 1,000,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, I more space Is required) Excess Liability does not go over Workers Compensation and Employers Liability. re0r1Clr'A'rC unl neo r_ANCFI I ATIAN MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Avenue AUTHORRED REPRESENTATIVE Miami Shores, FL 33138 U 1988 -2010 AGUKU GUKI'UKA I IUN. An ngnis reserves. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD 'r STATE OF FLORIDA ;r DEPARTMENT OF*BUSINESS AND PROFESSIONAL REGULATION .nom gs1 487-139.5 f •. • .• TALLAHASSEE FL r MORRIS, EDWARD JAY EAST COAST WINDOWS & DOORS INC 1711 SW 7TH AVE. POMPANO BEACH FL 33060 Congratulations! With this license you become one of the nearly one million OF` BtiS I)ISSS . AiM' Floridians licensed by the Department of Business and Professional Regulation. 8RQ?ESSIODTAI, REGULATO1rI Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. CGC1504443 07/'25/12 128017426 Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. C,ERTIF3E0 GENERAL CONTRACTOR There you can find more information about our divisions and the regulations that XORRIS EDWARD JAY impact you, subscribe to department newsletters and learn more about the EASE COAST WI1OW8 A DOORS 11C Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. _z S. �TyF =der. tba p; gvigi,ne #.cm -489 FS Thank you for doing business in Florida, and congratulations on your new license! :er ;• 3 "1,..`2Q:1$ uian�isaissz DETACH HERE AC1# S56 ST DEPARTMENT O EUSINE;sS AND pROFESSIONAL REGULATION COAST :IICTION IiJ DSTRY LICENSING BOARD SEQ# L12072501332 07/25/2012 128017426 OC15'04443 The GENERAL CONTRACTOR ' Named .be�.o�a Z'S CERT.IFII�D Urider the provisions of `Chapter 489 FS. Expiration datet AUG 31, 2014 MORRIS, EDW JAY EAST COAST. WIMOWS DOORS INC 1711 9W 7TH . AVE . POMPANO BEACH FL 33060 ; RICA SCOTT KEN LAWSON GOVERNOR S E` CRETARY _ ®JSPLAY AS- REQUIRED,BY rt" s OCT 4 3 2013 :. 4� YF 4i +J h 6T1 8� 8a CX O 10 O X X O (2) 37 x 78 PW 70 314 x 78 718 SGD 139118 x 78 718 SGD 1 x23/4x78 Mull Breakfast nook x 11 l / J X 70 3/4 x 78 718 SGD (2) 55 3/8 x 62 314 HR O C 1 x 2 314 x 62 3/4 Mull x� 5 n l 1 Living Rm 4 34112 x 501/2 SH 36 3/4 x 38114 CA 12 Citc on �--L o ,pry ami �r�ores� ill =7��A AFFRO'VED BY DATE- ZONING DEPT _ -- gl__D+G DEPT SuEd CT i'O CC;P,IptjpP Ewrr-1 AI_t FE STATE- AN,) C:( IjN 1 f ril i S At 17- REGULAT10nIS Dining Rm Front (4) 37 x 62 3/4 CA Door it 3c 3b 3a 3 Prepared by: East Coast Windows & Doors, Inc. 1711 SW 7 Avenue Pompano Beach FL 33060 954 -581 -2113 Ext 201 Bath 521/2 xx3�381/8 CA MEN FZ7 0 Job site: Seaton Residence 1201 NE 97 Street Miami Shores, FL 33138 36 3/4 x 50 112 CA Bedrm 15 36 3/4 x 50 1/2 CA Egress 73 3/4 x 50 3/8 CA Sheet 1 of 2 First Floor (22) 36 3/4 50 1/2 CA 73 3/4 x 50 3/8 CA Egress Egress 36 3/4 50 1/2 CA Bdrm Bdrm 23 36 3/4 x 25 3/4 HR x (191 36 3/4 x 381 /8 CA Bath Bath 36 3/4 38 CA 36 3/4 x:38 1 /8 CA \ 24 Egress Bdrm 52 718 x 50 3/8 CA 52 7/8 x 50 3/8 CA Prepared by: East Coast Windows & Doors, Inc. 1711 SW 7 Avenue Pompano Beach FL 33060 954 - 581 -2113 Ext 201 Job site: Seaton Residence 1201 NE 97 Street Miami Shores, FL 33138 Sheet 2 of 2 Second Floor JOB ADDRESS 1201 NE 97 Street Seaton Residence WINDOW / DOOR Opening Information WINDOWS DOORS MULLION BARS SHUTTER Re 'd PkESSURE kEQU,1RE D, , U .APPROVA L# type I f�u r I N IF PISP 1 73 314 x 50 3/8 70.0 89.2 39.1 50.8 12-1218.09 5/16" Ann/Ann N FAT Frame assembly tube 2 52 112 x 38 118 70.0 90.0 41.6 45.1 12-1218.09 v 5/16" Ann/Ann N FAT Frame assembly tube 3 37 x 62 314 70.0 70.1 40.5 44.0 12-1218.09 5/16" Ann/Ann N N 3a 37 x 62 3/4 70.0 70.1 40.5 44.0 12-1218.09 5116" Ann/Ann N N 35 37 x 62 314 70.0 1 70.1 40.5 44.0 12-1218.09 5116" Ann/Ann N N 3c 37 x 62 314 70.0 70.1 40.5 44.0 12-1218.09 (0 5/16" Ann/Ann N N 4 36 3/4 x 38 1/8 70.0 90.0 41.6 55.7 12-1218.09 - 5/16" Ann/Ann N N 5 36 314 x 38 118 70.0 90.0 41.6 1 55.7 12-1218.09 v 5/16" Ann/Ann N N 6 341/2 x 501/2 64.0 80.0 41.6 45.1 11-1013.14 IV' 5/16- Ann/Ann N N 7 70 3/4 x 78 7/8 46.67 1 60.0 38.2 48.9 11-1018.14 - 7/16" HS/HS N N 8 37 x 78 80.0 80.0 39.7 52.0 13-0502.03 7/16"Ann/HS N Y 11-0922.01 1 x 2 314 x.650 x 78 55.7 55.7 8a 37 x 78 80.0 80.0 39.7 52.0 13-0502.03 7/16" Ann/HS N 9 70 314 x 78 7/8 46.67 60.0 38.2 41.8 11-1018.14 %of, 7/16" HS/HS N N 10 1391/8 x 78 7/8 46.67 60.0 37.3 47.0 11-1018.14 7/16" HS/HS N N 11 55 3/8 x 62 3/4 75.0 , 75.0 39.7 52.0 11- 1114.04 5116" Ann/Ann N Y 11-0922.01 1 x 2 3/4 x.375 x 62 3/4 75.8 75.8 Ila 55 3/8 x 62 314 75.0 75.0 39.7 52.0 11- 1114.04 voo' 5/16" Ann/Ann N 12 55 3/8 x 62 3/4 75.0 75.0 39.7 43.3 11-1114.04 -1 , 5/16" Ann/Ann N Y 11-0922.01 1 x 2 314 x.375 x 62 3/4 75.8 1 75.8 12a 55 3/8 x 62 314 75.0 75.0 39.7 43.3 11-1114.04 A 5/16" Ann/Ann N 13 73 314 x 50 318 70.0 89.2 39.1 50.8 12-1218.09 V 5/16" Ann/Ann N FAT Frame assembly tube 14 36 3/4 x 501/2 70.0 1 89.2 41.6 55.7 12-1218.09 v 5116" Ann/Ann N N 15 36 314 x 50 1/2 70.0 89.2 41.6 55.7 12-1218.09 5/16" Ann/Ann N N 16 52 718 x 50 318 70.0 90.0 40.5 53.5 12-1218.09 5/16- Ann/Ann N FAT Frame assembly tube 17 52 7/8 x 50 3/8 70.0 90.0 40.5 53.5 12-1218.09 t/ 5/16" Ann/Ann N FAT Frame assembly tube 18 36 3/4 x 38 70.0 90.0 41.6 45.1 12-1218.09 v' 5/16" Ann /Ann N N 19 36 3/4 x 38 1/8 70.0 90.0 41.6 45.1 12-1218.09 v 5/16" Ann/Ann N N 20 36 314 x 50 112 70.0 89.2 41.6 55.7 12-1218.09 tj P 5/16" Ann/Ann N N 21 36 314 x 50 112 70.0 89.2 41.6 55.7 12-1218.09 v 5/16" Ann/Ann N N 22 73 3/4 x 50 318 70.0 89.2 39.1 50.8 12-1218.09 %,,( 5/16" Ann/Ann N FAT Frame assembly tube 23 36 3/4 x 25 314 75.0 75.0 41.6 45.1 11-1114.04'k/ 5/16" Ann /Ann N N 24 36 3/4 x 381/8 1 70.0 90.0 41.6 1 45.1 12-1218.09 oe 5/16" Ann/Ann N N 2010 FLORIDA BUILDING CODE /ASCE 7 -10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings With a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES None 41 Mean Roof Tributary Area it) Het ht if Y (ft) 10 15 20 25 3d 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 75 - 43.4 - 42.4 - 41.6 - 41.1 - 40.6 -40.2 -39.8 -39.5 -39.3 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -44.0 -43.0 - 42.2 - 41.6 - 41.1 - 40.7 - 40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 - 44.6 - 43.5 - 42.8 -42.21 41.7 - 41.3 - 40.9 - 40.6 -40.3 18 41.0 40.5 39.7 39.1 38. 38.2 37.9 37.5 37.3 45.1 44. -43.3 42.7 42. 41.8 41.4 41.1 40.8 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 19 - 45.7 -44.6 -43.8 - 43.2 - 42.7 - 42.2 - 41.9 - 41.5 41.3 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 20 - 46.2 - 45.0 -44.2 - 43.6 - 43.1 - 42.7 - 42.3 - 42.0 -41.7 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 - 47.1 - 45.9 -45.1 - 44.5 - 44.0 - 43.6 - 43.2 - 42.8 -42.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 - 48.0 - 46.8 -46.0 '45.3 - 44.8 -44.4 - 44.0 - 43.6 -433 26 45.0 43.8 419 42.3 41.8 41.3 40.9 40.6 40.3 - 481 - 47.6 - 46.8 -46.1 - 45.6 - 45.1 - 44.7 - 44.4 -44.1 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 - 49.5 -48.3 - 47.5 -46.8 - 46.3 - 45.8 - 45.4 -45.1 -44.8 30 46.3 45.1 44.3 43.6 43.0 42.61 42.2 41.8 41.5 30 -50.3 - 49.0 -48.2 -47.5 - 47.0 - 46.5 - 46.1 - 45.7 -45.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -51.0 - 49.7 -48.8 - 48.2 - 47.6 -47.1 - 46.7 46.4 -46.0 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -51.6 -50.4 -49.5 - 48.8 - 48.2 - 47.7 - 47.3 - 47.0 -46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 36 -52.2 -51.0 -50.1 - 49.4 - 48.8 - 48.3 - 47.9 - 47.5 -47.2 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 38 -52.8 -51.6 -50.6 - 49.9 - 49.4 -48.9 -"A -48.1 -47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 40 -53.4 -52.1 -51.2 -50.5 - 49.9 - 49.4 - 49.0 - 48.6 -48.3 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 - 50.0 -49.6 -49.2 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 52 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 60 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 DESIGN PRESSURES FOR EXTERIOR ZONES ("Zone 51 Mean Roof Tdbut Area sq. ff) Height (ft) 10 1 2 25 35 40 45 50 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 75 -53.6 -51.5 -50.0 - 48.9 - 47.9 - 47.1 - 46.4 - 45.8 -45.2 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -54.4 -512 -50.7 - 49.5 - 48.6 - 47.7 - 47.0 - 46.4 -45.9 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -55.1 -519 -51. -50.2 - 49.2 -48.4 - 47.6 - 47.0 -46.5 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -55.7 -53. -52.0 -50.8 - 49.8 - 48.9 - 48.2 -47. -47.0 42.1 41.0 40,21 39.6 39.11 38.7 38.3 38.0 37.7 19 -56.4 -54.1 -52.6 -51.4 -50.4 - 49.5 - 48.8 - 48.1 -47.6 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 20 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 - 49.3 - 48.7 -48.1 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 - 49.6 -49.0 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 30 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 - 62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -63.7 1 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 36 -64.5 - 61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 38 - 65.2 - 62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 - 65.9 - 63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 44 - 67.3 - 64.6 - 62.7 - 61.3 -60.1 -59.1 -58.2 -57.4 -56.8 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 48 - 68.5 - 65.8 - 63.9 - 62.4 - 61.2 -60.2 -59.3 -58.5 -57.8 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -69.7 - 66.9 - 65.0 - 63.5 -62.2 - 61.2 -60.3 -59.5 -58.8 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 56 -70.8 -68.0 - 66.0 - 64.5 - 63.2 - 62.2 - 61.2 -60.4 -59.7 60 53.61 52.21 51.21 50.4 49.8 49.3 48.8 48.4 48.0 71.8 - 69.0 -67.0 - 65.4 - 64.1 - 63.1 -621 -61.3L_-60.j6 General Notes I These tables list allowable pressures (W.�, given as 0.6 *W„a, whero War is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7 -10 using the ultimate design wind speed (Volt) and the variables given herein. 2 These tables are not valid as a site - specific drawing 3 These tables apply to wells and vertical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent ULTIMATE WIND SPEED fmbhl = 175 EXPOSURE CATEGORY = _q Tables are va0d for the followlno conditions outs. 1 Wind Speed, (Vd, 3- second gust) - 175 mph 2 Risk Category: H (General Residential and Commercial Construction). 3 Exposure Category C 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) I5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Enclosed Boding Gcpi =0.18 Consult an Enabteer for any other conditions Indful;Bons 1 Tables show the "worst arse° design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If average cannot be daterramed, use the peak roof height Round up the roof height to the next highest table value. 4 Calculate the tdbotary area (length x height) of the opening in question. Round the tributary area dower to the next smallest table value. If the tributary ama is mdmown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area. 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distance "a," as refered to above, shall be calculated as the smaller of 10%of the minimum building width or 40% of the height, but not less than 3 feet 8 Read the worst case positive and nessave design pry for use as required by governing building department. Er Digitally signed by FL T. Mellinger, P.E. FL Date: 2013.05.21 1 -OW00h Date: May 21, 2013 Not Valid without Signature and Raised Embossed Seal 3 L i m�ere- AV � 4 � IF IF PGT Industries 1070 Technology Drive North Venice, 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 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 (AIIJ). 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 "CA-740" Outswing Aluminum Casement Winslow — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -CA740 LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/48/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. 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, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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. N 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 ofthe Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. -:= APPROVE4 { J NOA No. 12-121&09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD- CA740 -LM, titled "Casement Window Details -- LM & SM ", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS L 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 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteS PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to EX onteXemours & Co., Inc. for their "DuPont SentryGlasS Interlayer" dat 8/25/11, expirft on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying 'th FBC —2010, dat December 10, 2012, issued by manufacturer, signed and Seale by Anthony Lynn 'ller, P.E. 2. Statement letter of no financial interest, da d December 10 2012, issued by manufacturer, signed and sealed by Anthony Lynn 'ller, P.E. 3. Proposal No. 12 -1499 issued by Product Control, y 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. �OMWA� , : Manuel Verezert. Product Control Ex m r NOA No. 12- A9 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E -1 GENERAL NOTES: SERIES 740 IMPACT-RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WTH THE REQUIREMENT$ OF THE FLORIDA BUILDING CODE, WADDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ} 2 }SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS R£tR10N &FOR INStIIATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. owNTY APPROVED MAmwANCHOR& MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM 096 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. Kai PER ANCHOR TYPE, SEE TABLE 3, SHEET 41ALLVMWBUMLMTFM To BE CONSIDERED 1X INSTALLATION& 1X WOOD SUCKS ARE OPTIONAL IF UNIT IS WrALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1- lirTHICKOR GREATER. IXAND2( BUOM MIEN USED) SHALL BE DESIGNED TOPROPERLY TRANSFER LOADS To THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. 8) ANCHOR EMBEDMENT To BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STU(= . USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE % MEET 4, NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SPALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTM)OTION& 81 SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT RUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ONTHEM BYTHE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALJCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL! CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM EIM. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REC ILURED DESIGN PRESSI)R£. THE 33.1!9% STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THATOOME INTO CONTAOT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL- 7=.35M, 35M 3724: ELOO ULTRACON NOA; ELCO CRETEFLEX NOA: ANSUAFSPA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. :a1.�n GMsa lyp" Street t 1 fif18" to (1 -.OW PVB -118 An ) 8 J GLAZING DETAILS...._.. __._.. 1 No. 58705 3 7118" Leffil 3/18 HS -. SGP - 18 S) 7 4 718° LsmL ICR 118" An -7118" Air - N8' An -.�' PVS - V8" An S 6 7!8 Lmni.N3 (IN T- 718' Air - IMAn -. PVB - iff 8 6 7l8"LOML1G 13 'An- IW Air - 3115+An OW SGP- 3118"An 9 7 7! 8' Lard.IG (XI 8'An- IW Air - 3115'HS OW SOP -3!18 HS 8 718- L.and.IG 18" T- 114' Air - 3118Ah- .�'SGP- 3118"An 917p 9 7!8"Lamt.IG(3t18T- 114 "Nr - 3118 °HS- .�'SCNP- 3l18°HS DESIGN PRESSURE RATING 1[dPACT RAT= VARIES. SEE SHEETS 6.9 RATEaFORIAROE&BMALL 16lYACT RESISTANCE v 3A W@TH 25478'MAX O.C.IFWDTH IS UNDER 33A76'CHEAD & SU MAx —r S. SEE SHEET 2 or VISIBLE LIGHT HEIGHT (DLQ) 4" MAX - - 30' VISIBLE OPENMG(DLO) TYP. ELEVATION OF CASEMENT WINDOW 8d[8' IHM91 ,�„ {� 'nOLAS4sTAgC cRAesarngc I` 3H8'ANNEALSROR d1POMSOP if9'AHNEAi.® H1}AT33TI N011 � 3Pre•AHNSMMOR rAf'ANNEALW HEAF0rlM RiIHEKU GLASS 7 F?r I 11 8H OL"S SITE ,,, �11 f � 111 G61 LASS BITE - 4 —� I7111' GLASS TYPE 1 GLASS TYPES 2 & 3 MAX 7APNCAN. 7WI'm A, SEE O.C. t3tAessTAac GLASS TACK C1LA8S STAac GLASS 01 7EO 3HEET2 y GLASS STACK OtA8,4EALE 1 '�' 3r19'�a+.EOOR 9" MAX THWAMSPAW< AWDUPCmr IWAUWACE pEATBTR£tRlTHENEOt Me. IWAA9MaAMOR nUTACRE PVa SAN :ABO.OHPONr88P WMPE WGIASS 91ii 1B'ANNEALED USE ANCHOR 38 c HE�Ar THE W O PAR AT JAMB � FAC2I ter-' HEIGHT IS 37 11/18' GLASS BITE 8T 11!18' GLASS BRE 28"OROVER - i n i 78' HEIGHT 14-ilr MAX O.4 1F WDTH IS 33.478' & OVER ONAD & SILL) LYNN �: bENERAL NOTES. »...». ».�- ..�._1 �f ELEVATION... _. ». » ....................._...1 J GLAZING DETAILS...._.. __._.. 1 No. 58705 lz - (� - - 3 1 ; ANCHOR QUANIITIE &...- .....».. -....4 •" () '. STA O t1/ 30' VISIBLE OPENMG(DLO) TYP. ELEVATION OF CASEMENT WINDOW 8d[8' IHM91 ,�„ {� 'nOLAS4sTAgC cRAesarngc I` 3H8'ANNEALSROR d1POMSOP if9'AHNEAi.® H1}AT33TI N011 � 3Pre•AHNSMMOR rAf'ANNEALW HEAF0rlM RiIHEKU GLASS 7 F?r I 11 8H OL"S SITE ,,, �11 f � 111 G61 LASS BITE - 4 —� I7111' GLASS TYPE 1 GLASS TYPES 2 & 3 MAX 7APNCAN. 7WI'm A, SEE O.C. t3tAessTAac GLASS TACK C1LA8S STAac GLASS 01 7EO 3HEET2 y GLASS STACK OtA8,4EALE 1 '�' 3r19'�a+.EOOR 9" MAX THWAMSPAW< AWDUPCmr IWAUWACE pEATBTR£tRlTHENEOt Me. IWAA9MaAMOR nUTACRE PVa SAN :ABO.OHPONr88P WMPE WGIASS 91ii 1B'ANNEALED USE ANCHOR 38 c HE�Ar THE W O PAR AT JAMB � FAC2I ter-' HEIGHT IS 37 11/18' GLASS BITE 8T 11!18' GLASS BRE 28"OROVER - i n i 78' HEIGHT 14-ilr MAX O.4 1F WDTH IS 33.478' & OVER ONAD & SILL) GLASS TYPES 4 & b GLASS STACK 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 CERT. OF AUTH. #29296 GLASS TYPES 8 & 7 me'uneNaTeo CLAW STACK I3EIT4T TI4MOLAS9 -.080+O9POwSGP 3AWAR ALWOR _KF.AT.9TRENGTHEM GLASS 11H8" GLASS SITE GLASS TYPES 8 & 9 RevWm: :o.. I GLAZING DETAILS I J ROSOWSKI ENT WINDOW DETAILS - LM & SM 08108112 C Seole: Sheet 7D..Mg Ne. Rev: 740 NTS I 1 OF 10 1 MD- CA740 -1 LYNN �: bENERAL NOTES. »...». ».�- ..�._1 :��,�0'�� V10EN'•4t�,p ELEVATION... _. ». » ....................._...1 GLAZING DETAILS...._.. __._.. 1 No. 58705 INSTAL ASSEMBLY TUBE DETAILS......»..» 3 ANCHOR SPECIFICATIONS» SPECIFICATIONS-- 4 - (� - - 3 1 ; ANCHOR QUANIITIE &...- .....».. -....4 •" () '. STA O t1/ DESIGN PRESSURES.... 69 DETAIL.SIBOMw»»»_..10 %'O�'•., FCORIOp;. %•G \�� ASSEMBLY i ZONAL�ti��`. GLASS TYPES 4 & b GLASS STACK 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 CERT. OF AUTH. #29296 GLASS TYPES 8 & 7 me'uneNaTeo CLAW STACK I3EIT4T TI4MOLAS9 -.080+O9POwSGP 3AWAR ALWOR _KF.AT.9TRENGTHEM GLASS 11H8" GLASS SITE GLASS TYPES 8 & 9 RevWm: :o.. I GLAZING DETAILS I J ROSOWSKI ENT WINDOW DETAILS - LM & SM 08108112 C Seole: Sheet 7D..Mg Ne. Rev: 740 NTS I 1 OF 10 1 MD- CA740 -1 INSTALLATION OPTION 1 EDGE INSTALLATIoNANOHDRS DISTANCE INTO2X WOOD. AS REQUIRED PER C2 TABLE 3, SHEET 4 36-37 ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB WINDOW 81 HEIGHT VISIBLE C LIGHT HEIGHT (OLD) ATTACHED TO FRAMEJAMB a ATTACHED TO r VENTJAMB L 4 - EDGE DISTANCE EMBEDMENT —� TYP. ANCHOR TYPE. EMBEDMENT - AND EDGE DISTANCE PER SUBSTRATE. 1 SEE TABLE 3. / SHEET 4. JAMB HARD- WARE JAMB h1�F N • =. .unn>,nm INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 114' MAX SHIM $ 8 BUCKWIDTH ATTACHED TO 16 18 VENT SILL 32 33 III 0 20 EDGE DISTANCE �— 82 82 ATTACHED TO VENT SILL EMBEDMENT • 1 24 �_ VISIBLE LIGHT WIDTH IDLO) 70 FOR SNUBBER SNUB" REQUIREMENTS, SEE TABLE 4. SHEET 4. FLANGE O WAG, SILL 8 JAMSS SEE DETAIL Al. BELOW INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 7 #12 STEEL. SELF-DRILL= SMS, SEE TABLE 3, SHEET4. DADEAPPROVED MULLION, ALUMINUM, STEEL FRAMING OR r STEEISTUD. 0 HORIZONTAL SECTION A A� Et#iE33 F- ORMULHS: WDTH. WASH HI NW: WINDOW WDTH - 13-112 % I 1 .YSUBSTRATE•APPROPWATE I` ANCHORS LISTED ON TABLE 3, SHEET 4. 0 FOLLOW EMBEDMENT AND EDGE BUCK DISTANCE LIMITS. ANY INSTALLATION HEIGHT OPTION SHOWN MAY BE USED ON ANY ASSEMBLY TUBE CENTERLINE. SIDE OF THE WINDOW, iED 11 ME 2)ALL WODD BUCKS LESS THAN 1 -112' THICK ARE TO BE CONSIDERED IX 0 INSTALLATIONS. 1X WOOD BUCKS ARE INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 7 #12 STEEL. SELF-DRILL= SMS, SEE TABLE 3, SHEET4. DADEAPPROVED MULLION, ALUMINUM, STEEL FRAMING OR r STEEISTUD. 0 HORIZONTAL SECTION A A� Et#iE33 F- ORMULHS: WDTH. WASH HI NW: WINDOW WDTH - 13-112 OPTIONAL. UNIT MAYBE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCK$ --►{ �►— 10' MAX DEPICTED AS 2X ARE I -lW THICK OR GREATER iX AND 2X BUCKS IWHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 1 WOOD BLIC K DESIGN AND INSTALLATION B THE RESPONSBII.LTY OFTHE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE Im. +►rte r,�.�i h�rjl�IEa!�1��7� •. .,,. i iw f i VERTICAL SECTION B-B DETAIL Al _ 1 1 LYNN�i�'i ~ No. 58705 * ' '�O•a SAli "'7,S1oNAL Er:``. % NOTES: WIOTM. EoFjEW HNGE: mnuvw m. n - r -uc 1)WHENINSTAWNG HEIGHT:WINDOWHEIGHT -6 COMBINATION UNITS, ADDITIONAL INSTALLATION VISIBLE LIGHT LAS: /0' MAX T f 0 i/ OPTIONAL. UNIT MAYBE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCK$ --►{ �►— 10' MAX DEPICTED AS 2X ARE I -lW THICK OR GREATER iX AND 2X BUCKS IWHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 1 WOOD BLIC K DESIGN AND INSTALLATION B THE RESPONSBII.LTY OFTHE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE Im. +►rte r,�.�i h�rjl�IEa!�1��7� •. .,,. i iw f i VERTICAL SECTION B-B DETAIL Al _ 1 1 LYNN�i�'i ~ No. 58705 * ' '�O•a SAli "'7,S1oNAL Er:``. _a 1 r L�S�i*J 1070 TECI- INOLOGY DRIVE lute: N. VEPICE, FL 34275 CA, P.O. BOX 1529 NOKOMIS, fL 34274 CERT. OF RUTH. #29296 % NOTES: WIOTM. EoFjEW HNGE: mnuvw m. n - r -uc 1)WHENINSTAWNG HEIGHT:WINDOWHEIGHT -6 COMBINATION UNITS, ADDITIONAL INSTALLATION VISIBLE LIGHT LAS: /0' MAX T ANCHORS MAY NEEDTOBE WIDTH:WINDOWWIDTH -7 INSTALLEUTHROUGHTHE HEIGHT: WINDOW HEIGHT -7 V W MFRAMESAT17MAX 0 i/ FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. WLidow HoW Manor A SEE TABLE BELOW. _a 1 r L�S�i*J 1070 TECI- INOLOGY DRIVE lute: N. VEPICE, FL 34275 CA, P.O. BOX 1529 NOKOMIS, fL 34274 CERT. OF RUTH. #29296 do SECTIONS & INSTALLATION J ROSOWSKI :NT WINDOW DETAILS - LM & SM 08108112 genie; S!»et 'm Mo. Ttar. 40 NTS 2 OF 10 D- CA740 -LM e; Z; � tr- 9 0 wo 0 29' -28.0` 0 1 � a,L WLidow HoW Manor A B.0 &D 1r -228' 0 0 28' -2so. 0 1 28'+ 1 1 do SECTIONS & INSTALLATION J ROSOWSKI :NT WINDOW DETAILS - LM & SM 08108112 genie; S!»et 'm Mo. Ttar. 40 NTS 2 OF 10 D- CA740 -LM CASEMENT (X) FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOURANC HOR GROUP FROM TABLE 3. SHEET 4. 3) FROM SHEETS 64H, FIND THE SHEET FOR YOUR GLASS TYPE. FNO THE PRODUOrSDESXIIN PRESSURE FROM THE TABLE LABELED' DESIGN PRESSURE (PSG FOR SINGLE 149NDOWS, ALL ANCIM GROUPS• 4) DIMENSIONS SHOWN ARE TIP-TO-TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR H-1 DMENSION SHOWN ON THE TABLES. 6) USING THE TABLE LABELED NNNOOW ANCHORS REQUIRED' (TABLE 2, SHEET 4� DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WNDOW. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) 10'. SEE NOTE THIS SHEET .BEE NOTE 7, THIS SHEET AWNING/ CASEMENT/ FIXED CASEMENT (XXO LL! -��TlI r+ 0' INSTALLATION HOLES 740 SERIES AWNING FRAME ASSEM TUBE 740SERIFS FRAME -ASSEMBLY TUBE MINI 12 X Alsms THROUGH INSTALLATION HOLES 740 SERIES FRAME 740 SERIES SEM EXTERlCIR ASSEMBLY Y 740 SERIES V TUBE EXTERIOR EXTERIOR FIXED CASEMENT HORIZONTAL SECTTON C-C WINDOW' FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTK:AL SECTION E-E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2. THIS SHEET. DETERMINEYOUR ANCHOR GROUP FROM TABLES, SHEET4. 2) FROM SHEETS 8.0. FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 10ESIGN PRESSURE (PSF) FOR INROOWS ATTACIW TOA YERPCAL FRAMASSEMBLYTUBE' OR 9ESIGN PRESSURE( P," FOR WNDOMATTACHE D7OAHOR IZONTALFR4MEASS94 /9LYTU&E', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED .THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TOTHE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP-TO-TIP. FOR SRES NOT SHOWN ROUNDUP TO THE NEXTAVARABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHETABLES. 4) USING THE TABLE LABELED W/NDOWANCHORS REOUIRED' (TABLE 2, SHEET 4). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, BILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2.9. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1' ANCHORS ARE TO 13E USED THROUGH THE FRAME INTO THE FRAME ASWJMILY TUBE {SE£DETAILS ON THIS SHEET}. 11 DRIENSK}N8 SHOWN ARE TIP -TO.,P DItuIENB� FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND LIP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 7404ERMS PRODUCT (CASEMENT. AWNING ORFIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE. SIZE AND DESIGN PRESSURE LIMITATIONS. 3)ALL WINDOWS W THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR 4) FRAME AMEM13LY TUBE TO BE FASTENED TO WINDow, AS SHOW IN DETAILS, WITH MN. I12X I' SHEET METAL SCREW& USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. �g 5) THE FRAME A88EM3LY TUBE MAY NOT EXCEED 8Y IN LENGTH (AS USED w sr FLANGED WMIDO U)OR BE USED IN TEE OR CROSS CONFIGURATIONS. 0) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXIT=R JOINTS TO BE SEALED BY INSTALLER FoaALLCOnI�INATroN UNTTs ADDITIONAL @1STALLATK)N ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: 4.pprwalaccam aBaUhHkB IrlaAae wlag a pate r 1¢OA! p ti p r o 0 J U. a o W th g z D] Q °v . W � LLJ R '? V � m �ggg A NN czi��N a b z cczss '01 LYNN ',I ��'� . •4�CENS6' FP ' NO. W705 *' 40- H ,l'� H �Pf .BEE NOTE 7, THIS SHEET AWNING/ CASEMENT/ FIXED CASEMENT (XXO LL! -��TlI r+ 0' INSTALLATION HOLES 740 SERIES AWNING FRAME ASSEM TUBE 740SERIFS FRAME -ASSEMBLY TUBE MINI 12 X Alsms THROUGH INSTALLATION HOLES 740 SERIES FRAME 740 SERIES SEM EXTERlCIR ASSEMBLY Y 740 SERIES V TUBE EXTERIOR EXTERIOR FIXED CASEMENT HORIZONTAL SECTTON C-C WINDOW' FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTK:AL SECTION E-E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2. THIS SHEET. DETERMINEYOUR ANCHOR GROUP FROM TABLES, SHEET4. 2) FROM SHEETS 8.0. FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 10ESIGN PRESSURE (PSF) FOR INROOWS ATTACIW TOA YERPCAL FRAMASSEMBLYTUBE' OR 9ESIGN PRESSURE( P," FOR WNDOMATTACHE D7OAHOR IZONTALFR4MEASS94 /9LYTU&E', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED .THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TOTHE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP-TO-TIP. FOR SRES NOT SHOWN ROUNDUP TO THE NEXTAVARABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHETABLES. 4) USING THE TABLE LABELED W/NDOWANCHORS REOUIRED' (TABLE 2, SHEET 4). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, BILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2.9. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1' ANCHORS ARE TO 13E USED THROUGH THE FRAME INTO THE FRAME ASWJMILY TUBE {SE£DETAILS ON THIS SHEET}. 11 DRIENSK}N8 SHOWN ARE TIP -TO.,P DItuIENB� FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND LIP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 7404ERMS PRODUCT (CASEMENT. AWNING ORFIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE. SIZE AND DESIGN PRESSURE LIMITATIONS. 3)ALL WINDOWS W THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR 4) FRAME AMEM13LY TUBE TO BE FASTENED TO WINDow, AS SHOW IN DETAILS, WITH MN. I12X I' SHEET METAL SCREW& USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. �g 5) THE FRAME A88EM3LY TUBE MAY NOT EXCEED 8Y IN LENGTH (AS USED w sr FLANGED WMIDO U)OR BE USED IN TEE OR CROSS CONFIGURATIONS. 0) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXIT=R JOINTS TO BE SEALED BY INSTALLER FoaALLCOnI�INATroN UNTTs ADDITIONAL @1STALLATK)N ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: 4.pprwalaccam aBaUhHkB IrlaAae wlag a pate r 1¢OA! p ti p r o 0 J U. a o W th g z D] Q °v . W � LLJ R '? V � m �ggg A NN czi��N a b z cczss '01 LYNN ',I ��'� . •4�CENS6' FP ' NO. 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Revlormn J ROSOWSK 08/812 ANCHOR TYPE AND QUATITY 55:2 1 z 1ooi s ra« M M - LM & Sicrtz� CASEMENT WINDOW DETAILS ko S°� t5a?HoM374 A O0 4 MD- CA7ER CMT. OF AU7H, 09296 A 40 NTS n w A w� N N N N N N N N N N N N N N N N N N N N N N N N N N N wN W wN W N N W A W A A W N W W A 3� { a S9� W b� r p lall �K � T f I1 z . �cY � a�c�N { '•,? G Z o > ii #? p t' �f f . 3 � •4�W a�0 F1 ' , $ {�o-- 0 � 1 tia r�� w�ifi r,f yZ • , i�,,v' � r, r.H t�� a r.� f Ggr. t D r �b W i �'GR $Ss� °i a T /y�i j ? ' ' : q'� �: � ^ Wgy�•° as" do y O o � N CW W W 'p W W � W W � W OgW ° - N N N W N AN N N � PW N N wN W y W t W W 1 W x W N N N N N N N N N N W N N wN w WW W W W y W W W W W W W W W W W W W mW �W W W W W W W N N N N N a N N 0N N N w N W wN W W 4W A 0 W _ W WA W W A W W i A ! A W A W A A W A W A A W A W WO W W A W W IN Js 4 RIM#'°°°_ 3 $ m O a0 cl m CP O D W n $ 4 D WD lope, hoot Irv, lip All O I X-D:1 T Ravkad W. 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FL 34274 Sasks�liodet Scots: SA�k Dmvdrre Na R 111%%N"" CERT. of aura. #29295 CA -740 PS $ OF 10 MD- CA740.LM 12 1 11 1 O 3 s i3 +1 + III +H Vyy to �.w, L' t,W, i3@m Si fA:Rt w V NSg + �j JyjSC $ A s h W IyyH S Cr $ � a D .m' sea 4 V V yy 8 D /yam ''(jlypw. +p Wtfl u � a mm y � m O� 8 m + + + + ++ p n + + �gn+ 8 v + -yl + + !0f~ ,� W ffi 30 Q r A T J W ?0 „ J ROSOWSKI 08/08/12 DESIGN PRESSURES PER GLAZING TYPE 1070 TECHNOLOGY ORNE We: _ cf` •'•• �`° -' ^ � N. vodlCE FL. 34275 CASEMENT WINDOW DETAILS - LM & $M In i��1'•• , ::��` P.O. BOX 1520 Ij�l/�(t,, ••. •• `�� NOKODaiS. FL 34274 Sasks�liodet Scots: SA�k Dmvdrre Na R 111%%N"" CERT. of aura. #29295 CA -740 PS $ OF 10 MD- CA740.LM 12 1 11 1 O 3 s t'010 L' w V NSg + �j JyjSC $ A r A T J W ?0 „ J ROSOWSKI 08/08/12 DESIGN PRESSURES PER GLAZING TYPE 1070 TECHNOLOGY ORNE We: _ cf` •'•• �`° -' ^ � N. vodlCE FL. 34275 CASEMENT WINDOW DETAILS - LM & $M In i��1'•• , ::��` P.O. BOX 1520 Ij�l/�(t,, ••. •• `�� NOKODaiS. FL 34274 Sasks�liodet Scots: SA�k Dmvdrre Na R 111%%N"" CERT. of aura. #29295 CA -740 PS $ OF 10 MD- CA740.LM 12 1 11 1 O 3 s , � o D n S Sass � Wy + T + + +mm +mG q {j Sty y {� }ty W ca 3 C S ym yA m $$ S O CI S Y � is ��n�ii �Pi� yy N N O ON f3 b O S3��f4�88° It � .a N � 3 S O S O d 0 ° , � o D n S Sass � Wy + T + + +mm +mG q {j Sty y {� }ty W ca 3 C S ym yA m $$ S O CI S Y � is ��n�ii �Pi� yy N N O ON f3 b O S3��f4�88° It � .a N � O O O � i 1V W O � a Willing. T + + , S Sass � g y$y � 1? O O 4�1 �1 O q {j Sty y {� }ty ]tq se AA Tqq T14 PP9m9m it G 19 T9 8 a 01 +1+ �I+l sills sit I + + + 1H L T 0 N Oil i n9 W 1poy' fp s ``�i��i mi1Zl�yy�11 @�1 �� 1108 SH O a = O g Revialon: P � ' sa :�y J ROSOWSM 08/08112 DESIGN PRESSURES PER GLAZING TYPE — r Ly �i:• 2 ' 1070 TECHNOLOGY DRIVE 7rtla:. :�y' • ........ NOKOMIS.* FL 34274 gBiBImom: Scala: Sheet: Drawln9 No. CERT. OF AUTH. X29296 GA -740 NTS 6 OF 10 MD- CA740 -LM B t ��(rL��t�eD � m + • t ff+�� q�p ff�a� p�p ��pp +34 Sir { QQA A 9 o Olt + I +l 0 D C 11 11+ 1111 1 +l+ + +10;1:0800* W �� w a C% rn -* Ti x 8 c tot i, Z N a T-wn a 010 m .. �w OCR ``} }1}11171 / /J`' 81' Oata: Revfaiorr '��3, ram W. DOW o J ROSOWSKI 08/08/12 DESIGN PRESSURES PER GLAZING TYPE a 3 + 1070 1ECHNOE06V DRIVE TiVa �, =,R`,y •. N. VENICE. F. 34275 GgSEMENT WINDOW DETAILS - LM & SM P.O. BOX 1529 �i��/I/�,.• " "• "'• `�� NOKOMIS, R 34274 Sense1110 t Saab OmwFng No. r 11 } 1 } 11 cERr of eur11.z929e CA-740 NTS 7 OF 10 MD- CA740 -LM varcaWarl�9ra �� gg {¢ T { T T t N H �K NO, aw�aa.Her9rc T� i i � Q w. v .a.i•� { T T tl 9 O O N� V •rye /y$aCij q9� C{� g $ 1p �Wy � mp_mp mmqq mAmA mpmp y�. 3$3$ £; W�y mpmp mpmp ��mmaz£qq�S�mmA ° g� S C 12 K yyyQ JQJ��. m�m { + T �p a � Da lyy��p �W .agW Os � t$J aW +A�.. 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AUTH. #29296 CA -740 NO, S$ OF 10 74 44d Hj� � ♦ 'm ray S � � o� B m �p ••��11 y 0 Q4a �} ~ O 3 Hj� � ♦ 'm ray S � � o� B m �p ••��11 y 0 Q4a �} ~ O 3 �p ••��11 y 0 Q4a �} ~ O 3 1Mrgaov l•INgFt V + r 91 W ..� W GD A N m� S O O O 0 4 P �$ z iY N + �;8+3 � gB�R��13�{3ffi80 � + > $ f g K + + W .♦y �• V + fyy f sQ� 1Mrgaov l•INgFt V + r 91 W ..� W GD A N m� S O O O 0 4 P �$ z iY N �;8+3 � � > g .♦y �• V + fyy f sQ� � N fgrJ �. VAndow HOW ti 4 ~ AA A� T .� Z-4 W W rn as �z O gg -' �i T3:� A a G) w� zZ m �m ' { cc 9 3 G1 cc 9 tie �� 2 oa0, go Lai ROWOW W. ORtet Revle&x1: 'qNT 8Y. f� b y° J ROSOWSKI 08/08112 m � °Q � �; � .= DESIGN PRESSURES PER GLAZING TYPE :•.�� „� 1070 TECHNOLOGY DRIVE TFNm �, :�%},`'• �� N. VENICE• FL 34275 CASEMENT WINDOW DETAILS - LM & SM P.O. BOX 1529 �i,�/I/ "• "•• ` \ \\ NOKOMIS,' FL 34274 Saofe: Dmwtng Na R CM. OF AWI L #2929B CA-740 NTS '9 OF 10 MD- CA740 -LM O O O 0 4 P �$ z 9 �. VAndow HOW ti 4 ~ AA A� T .� Z-4 W W rn as �z O gg -' �i T3:� A a G) w� zZ m �m ' { cc 9 3 G1 cc 9 tie �� 2 oa0, go Lai ROWOW W. ORtet Revle&x1: 'qNT 8Y. f� b y° J ROSOWSKI 08/08112 m � °Q � �; � .= DESIGN PRESSURES PER GLAZING TYPE :•.�� „� 1070 TECHNOLOGY DRIVE TFNm �, :�%},`'• �� N. VENICE• FL 34275 CASEMENT WINDOW DETAILS - LM & SM P.O. BOX 1529 �i,�/I/ "• "•• ` \ \\ NOKOMIS,' FL 34274 Saofe: Dmwtng Na R CM. OF AWI L #2929B CA-740 NTS '9 OF 10 MD- CA740 -LM Item Dw#. # 1 Deasrlp80n Materiel 1 7002 Main Frame Head, SIB &Jamb 6083 -TB Alum. 2 7071 Anchor Plate 6083 -TO Alum 3 7003 Sash Too. Bottom & Side Rall 6083-78 Ahm 4 7008 Frame Corner Key 5 7009 Sash Comer Key Sted 6 1 7075 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 70M Bulb Weatherstrt .187"x.275" Flax PVC 70 10 7024 maxim Multi -Paint Lock Step 11 7026 LockSupportPle te SYeN 12 7014 Multi -Lock Keeper steel 13 7013 Tie BarGuide Nyl_ 14 7015 Tie BarAssembly SW or SS 15 1 7028 lMaxim Pfad O rotor WW4-W Staff 16 7027 Maxim Dual Ann O emtor WWs241 Steel 17 7030 OperdorGasket Vinyl Foam 18 7031 Operator Backing Plate Steil 19 7051 Operator Spacer Block Nyl- 20 7032 Stud Bracket 21 7033 OperatorTrack & Slider Dual Arm SteN 22 7023 Egress Hinge He Manuf. byTruth Step 23 1 7050 Iftress Hinge/Washable, (ND), Mmuf. IW Truth Steil 24 1 ISnubber, Anif-blow aClip Steel 31 jDuraSealSpcer Steel 32 1713 Setting Block 5/321 x 61x1 41 EPDM 33 1714 Setting Block SIV x7161x1 -1/4° EPDM 35 7066 tams Bead B 600-T8 Alum 36 7042 Land Bead C 37 7059 Laml Bead D T8 Atum 36 127A Vinyl Bulb Thick PVC 70 39 1225 Vi Bulb In IFIS-1 PVC70 50 Dow699 Silicon Backbeddl 60 7006 Screen Frame H14Alum 61 7040 Screen ComerKe Polypropdone 62 Screen Cloth Fibarfl m 63 1635 Screen Spline EM. PVC 64 320 Screens n Stowe" Steel i0 134 Add-on Flange 8003 -TO Ahrm. 71 7004 Frame Tube 6083-TO Alum 80 W32 IM Ph. Pn. Mach. ScrTYPE B Stainless Steel 81 1 1157 #8x V2° Ph. Pn SM6 Stateless Steel 82 98 x W Fl, Ph. SMS Stainless Steel 83 #8 x 781 Fl. Ph. SMS Stainless aw 94 08 x 11 Ff. Ph. TEK Stainless Steel 65 #Bx 11 Quad Pn SMS Stows Steel 86 #SX 1 -112" Quad Pn SN9 Stoweas Steal B7 #30x 1 Ph Pn./TEK less Steel 39 #1424x9/161 Ph. Pn. TYPE F StalNoss Steal 90 lMxPPh.Pn.TEK Stainless Steel ASSEMBLY DETAILS kLL DETAILS SHOWN FROM THE INTERIOR S W SASH LYNN *� No. 58705 0 6 3 fA'i3 'iru STATE OF 062• -L NOM. 2.919` AW .439' .082' NOM. I 1.189• t _ 2.784, 2.139' 1 FRAME HEAD. SILL & JAMB #7002,8083-78 I I" ANCHOR PLATE #7071, 6083T8 .080' AV 35 BEAD B #7036,6063-TO —►j � .172' s7°� I --•.�— .moo• 37 BEAD Q #7060, 6083-TB ON m IN 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 IMOMIS, FL 34274 CERT. OF AUM. #29296 SASH TOP, BOTTOM & SIDE #7003,6063-T6 04C --k,- — IAW .423' r T FDCED 80 SCREEN FRAME #7008, 8083 -T6 .080' 38 BEAD C #7042, 6063 -TB Rev1e! .083' .083' 70 ADDON FLANGE #134,6083-TO Approved sa complying Will Oro Piartdn 9akR I BOM AND CORNER VIEWS I J ROSOWSKI I MW CASEMENT WINDOW DETAILS - LM & SM 1 05/08/12 CA -740 I NTS 1 10 OF 10 —•-� 1.12a• 1-.— .12G 2.700 1' .oar 71 .083' FRAME ASSEMBLY TUBE #7004,600346 .083' .083' 70 ADDON FLANGE #134,6083-TO Approved sa complying Will Oro Piartdn 9akR I BOM AND CORNER VIEWS I J ROSOWSKI I MW CASEMENT WINDOW DETAILS - LM & SM 1 05/08/12 CA -740 I NTS 1 10 OF 10 ra�au>E Em DEPARTMENT OF PI AFFAIRS (PERA) BOARD AND CODE OCT 0 3 2013 NOTICE OF ACCEPTANCE PGT industries, Inc. 1070 Technology Drive North Venice, FL 34275 DIVISION 1 rnPAeT 02 11 DADE COUNTY, FLORIDA * ' )DUCT CONTROL SECTION 11805 SW 2e Street, Room 208 Miami, Florida 33175-2474 i) 315-2590 F (786) 315 -2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami- -Dade County PERA Product Control Section to be used in Miami -Dade County and other atoms where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Sliding Window - L.M.L APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, impact ", sheets 1 through I 1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, 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 Resistant. LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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. 11-0630.02 and consists of this page 1, evidence pages E-1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. , NX NOA No. 11-1114.04 • , E , $ it/ Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Indu-stuies, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 07- 0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision `°E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthriny Lynn Miller, 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. (Submitted under NOA No. 07- 0815.09) 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 20394 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202 -94 and per ASTM F 842-04 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 No. 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 20294 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113 2. 1, TAS 202-94 and per ASTM F 842 -04 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 Aida, P. E. (Submitted under NOA No. 06- 0405.06) Jaime D. Gasco P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07 -0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dgted-04474008, expiring on 04/17/2013. F. STATEMENTS 1. Statement I er of conformance and mpliance with the FBC 2007 (with the 2009 supplemen and FBC-2010, dated 0 /25 /11, signed and sealed by Anthony Lynn Miller, P. . 2. Statement 1 er of no financial ' est and independence, dated 10/25/11, signed and sealed by An ony Lynn Mil ; P. E. 3. Letter of Adopt s his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated 06/2912011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11 -0630.02) 5. 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. (Submitted under previous NOA No. 07- 0815.49) .iaime D, Garcon, R Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL 4858 and FTI. -4859, issued by )Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed -by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.0,6) G. OTHERS 1. Notice of Acceptance No. 114630.02, issued to POT Industries, Inc. for their Series "HK -710 Aluminum Horizontal Roller Window - L.M.I. ", approved on 08/18/2011 and expiring on 12/21/2016. Q4CZ-::: Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 7016 Approval Date: February 16, 2012 E -3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: SE FOR INSTALLATION ABOVE 34 FT, GLASS TYPES G 7HRU CAP. Elle. LANAI CONSISTING OF (2} UTE3 � 118" ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR 3AFLE)UKEEPSAFE MAXIMUM PVB INTERLAYER B. 518° C�NSISTINO OF (1} i1TE OF 1�° ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE SAfLEX1KEEPSAFE MAXIMUM PVB INTERLAYER C. 8/18° LAMI CONSISTING OF (2) LITE$ OF 1S" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER D. 7118° LAM! CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH AN = DUPONT 13UTACITE OR SAFLEXKEEPSAFE MAXIMUM PVB INTERLAYER. E 718' LAMI CONSISTING OF (1) LITE OF 3M8' ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN MO DUPONT BUTACITE OR SAFLEXflO;EPSAFE NOA DRAWING MAP MAXIMUM PVBINTERLAYER SHEET F. 7118` LAMI CONSISTING OF (2) LITES OF 3MW HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWMEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES ....«....... I GLAZING DETAILS.... --... 2 G. 13/18` LAMI 1& (1) LITE OF 1/8` OR 3/18" ANNEALED (MIN.) GLASS, 8/18` OR 318` AIR SPACE AND 6M18° LAW CONSISTING OF (2) LITES OF 1B° ANNEALED GLASS WITH A DESIGN PRESBURES.......3 090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS....... VERT. SL=ON8..._........ S H. 13/18` LAMI IG: (1) LITE OF 118" OR 3/18` ANNEALED ( MIN.) GLASS, SAO` OR 31W AIR SPACE AND S/18' LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS......_.._ S OF 11W HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER PARTS UST . ............ 8 EXTRUSIONS .................... 7 1.13/18° LAW 18: (1) LITE OF 1B" OR 31161 ANNEALED (MIN.) GLASS, 8118' OR 318` AIR SPACE AND 5178° LAMI CONSISTING OF (2) LITES OF 118` HEAT STRENGTHENED GLASS CORNER DETAIL.._.......... S WITH AN .090 DUPONT BUTACITE OR SAFLEX1Mf OWPE MAXIMUM PVB INTERLAYER. ANCHORAGE....._............ 8-11 J. 13/18" LAMI IG: (1) LITE OF 118" OR 3118` ANNEALED (MN. }GLASS, 3M8° OR 114" AIR SPACE AND 711W LAM] CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH AN .099 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K.13118' LAMI IG: (1) LITE OF 118" OR 3118" ANNEALED (MN.) GLASS, 3118" OR ltd` AIR SPACE AND 718' LAMI CONSISTING OF (1) LITE OF 3118` ANNEALED GLASS AND (1) LITE OF 3118° HEAT STRENGTHENED GLASS WITH AN AW DUPONT SUTACITE OR SAFLE)UKEEPSAFE MAXIMUM PVS NTMIL.AYER. L. 13/18` LAN IG: (1) LITE OF 118` OR 3118' ANNEALED (MN.) GLASS, 3M8' OR IW AIR SPACE AND 7118' LAMI CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: Q XO. XC 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300402. 4. ANCHORAGE: THE 33 RIE TS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. DT� REVISM 5. SHUTTERS ARE NOT REQUIRED. Aaepleaoo No S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -48M FTL -4859 AND FTL. -M. ELCO TEXTRON Wk- 04- 0721.01.03.9225.05 ANSUAF&PA NDS -2W5 FOR WOOD CONSTRUCTION t l t t 1 t LYNN B. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ~ tome 8ff HUH2RIOANEC ZONE (HVHZ} 55705 9. fOR N3T G - L SHALL HAVE A TEMPERED I.G. GLASS UNCHANGED. _ wy a.t rmrmr a FBC2010CWBCHAMM GENERAL AMES ,0 t�� lOnT ""LOGY X OMD An �`• e rr p Alsam/o0nP708ETalePaW .s rlae?r>r NOKOMIS.FLUM ALi�N HORfZL�N7ALROLLER W/111�W JMPAG7 �' ", 19, 1��N�P��&�o FJC: 4HBN7 C WFTL- MTGMO=7&CHa AVTH87DLW�ITEW . NOKO �B FL �4 aa.eeaa a� nr acxa �m A. LYNN�EILHR.IPF. RK 9/'llLhH' .l1 M.9&IR hR710 NTS i m f1 4t27 =r0 E p.FSa m C �� L 112° NOM. GLASS SITE ,j, /U I I I— '66,67,68,69,70,71 �j 1/6° ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 1i° ANNEALED OR HEAT STRENGTHENED GLASS 6116° LAMINATED 6116° OR 316" AIRSPACE 11° OR 3116° ANNEALED OR TEMPERED GLASS —A 13116° NOM. 13/16° LAMI IG GLASS W/ 6116° LAMI 112° NOM. GLASS BITE aEXTERIOR INTERIOR[ (ALL SECTIONS) 3MW ANNEALED OR HEAT STRENGTHENED GLASS 680 SOLUTIA OR DUPONT PVB INTERLAYER 3116° ANNEALED OR HEAT STRENGTHENED GLASS 7H5° LAMINATED 7x168 LAMINA'T'ED GLASS 112° NOM. GLASS SITE T2,73,74,75,76,T 3MW ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER 3116° ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 311W OR 114 °AIRSPACE 116" or 3116° ANNEALED OR TEMPERED GLASS 13115° NOM. 13/16° LAMI IG GLASS W/ 7116" LAN ®FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BATH THE OP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. P.O.112 1� 66�COAIB, FL 674 rfft7/o Full J 2 a 11 j 4127 -90 PRODUCERBVIM a6*ow* *wHUdo Plod& safteado Ammmmxo I i rail AWknA 11 1CY_ 140.58705 it Oi •..FLORtO,. C?�. ,s//O�tN`A,,L,��. A. LYNt7RLER, P.E. P. 69706 TABLE 1. XOX (114,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT 26" 36" 38 3/8" 48" b0 818" 64" or 63" WIDTH TYPE FOR INSTALLATION IN THE HVHZ ABOVE 3D FT L SHALL HALL HAYPES d- VE A TEMPERED I.d.GLASS CAP. BOTH THE OP AND ANCHOR UNCHANG REMAIN Be A,B,G,H +60.0 -60.0 +60.0 460.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -MO +60.0 -60.0 +60.0 -60.0 or 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 3f8" A,B,G,H +60.0 •80.0 +60.0 •60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +62.3 -52.3 108" A,B G,H +60.0 -60.0 +60.0 80 -.0 +60.0 - 60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +800 $0.0 +80.0 $0.0 +60.0 .0 +80.0 -60.0 +60,0 '-60.0 +58.5 -59.5 +53.6 -53.6 +50.8 -50.9 UP TO 111" C,I +60.0 60.0 UP TO 111" J K L' +75A -75.0 TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A B,C, G,H,I +60.0 -60.0 TO 867/16" D,E,F, J,K,L +75.0 -75.0 TABLE & OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT 28" 36" 38 3/8" 1 518" TYPE 60" A ,G, +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H ---%.-(0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75,0 +75.0 76.0 +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 +69.8 $9.6 +65.2 - 65.2�� 74" A,B,G,H +75.0 -75.0 +75.0 76.0 +75.0 75.0 +75.0 -71.0 +75.0 75.0 +75.0 -75.0 +$8.1 -66.1 +g3•$ -63.8 eeo�oMv+"s 9w UP TO 74" C,D,E,F, +75.0 -75.0N0 ' J I, K, L FTL -4858 00)9, FTL4M (OX &)(0) AND F L -6330 A. 06" LAMI - (118" A, .090,118" A)j G. 13116" LAMI I0-1/8" OR 3118"A (MIN.), 5118" OR 31g" AIR SPACE, 6/16" LAMI - (11WA, .090,1 /6"A) El. 511P - , .090,118" HS) H. 13/18" LAMI IG4 /8" OR 3110 "A (MIN.), 5116" OR 3/8" AIR SPACE, 5116" LAMI - (1 /8"A, .000,118 HS) C. 5116" LAMI - (1/8" HS, .090,118" HS) 1. 13/16" LAMI 0-1/8" OR 3/16"A (MIK), 5116' OR 3t8" AIRSPACE, 5f16" LAMI- (1 /8"HS, .090,118"HS) LYNN ....... 0.7/18° LAMI - (311(" A, .090, 3/16" A) J. 13118" LAMI I10r118" OR 3116 "A (MW.}, 3118" OR 114" SPACE, 7116" LAMI - (3116"A, .090, 3/16"A) G ' E. 7/16" LAMI - (3f16" A, .090, 3118 HS) K. 13116" LAMI IG -118" OR 3116 "A (MN.), 3116" OR 114" SPACE, 7/16" LAMI - (3/16"A, .090, 3116 "HS) F. 7116" LAMI - (3115" HS, .090, 3/1(" HS} IL 13116" LAJJII IG-118" OR 3!16 "A (MIN.), 3/16" OR 1J4" SPACE, 7116" LAMI - (3116 "HS, .090, 311g"HS 4 01 I�x � STATEDA ••LG = %► .` ., S .0 rorva� NO CNANW Tv r DESIVY PZESSURES Romeo now MI d.R aml I Q AWMlQCAPMW fXFrN0T8 N0KQM.n34M ro22 =4 HORIZONTAL ROLLER MNDOW, IMPACT �.` �O �`• ArIQ b Romeo Pic 4Ta» c MnEGwu MOPTM&UP RAMEIXG -zD � ' ar %30 JT3 4t27 -to E PESOS= 27 31W 63° MAX. FLANGE FRAME ALL CONFIG. 27 3W MAX. DLO VENT fI f 27 3w MAX. DLO FIXED 0 -66 7/16° MAX. WIDTH IF. 7/18° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (113- 113 -113) NOTE: 1. SEE SHEET S FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL I P ---u I I %., 1 13 ] FLANGE FRAME \../ 73° MAX. WIDTH I.F. FRAME----.41 VIEW D -D 74 MAX GE is Iyp, 68705 (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO = �'a- -- .t.t tWf7/ft E wo no t 1t o Aro tms T ' mom FL ELEVANORJZOAI7At ROLLER WINDOW 11blAACT �o�ss FJ& WNW C naegxrsza aacoeas.m �aa�a yWbbBeerer iiR?to N78 4 + 11 472T == ?0 x� aiv�+�dlk�t PAL F!L TAN d t 8 E P.E.lSSM Ramp J SECTION GC (VERTICAL SECTION, FLANGE FRAME) UZI Z10 �^�1 I-•— MAX. FIXED DLO MAX. WDTH (FLANGE FRAME) 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) �-- MAX. FIXED DLO ---I I-- MAX. VENT DLO p. MAX. WDTH Q.F. FRAME) EXTEPJOR SECTION /-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. FRAME) Pd7. BQX 1Sd8 NOISOMI9, FL31274 HEAD (VERTICAL SECTION, I.F. FRAME) W.UM HOROONrAL ROVER MAADow, i t87ft0 NIV S a 11 �41Zi -70 MAX. VENT DLO * No.68105 .S,ONa�;��``� A A P.E. PA# 88706 rfEM DW(X DLSICRUrMN MAIL PC -'"1'# nlMlDWCVlRMl DI,SICRIPTION MATT. j PM 1 4102 A RANGEFRAMEHEAD 6063 -T6 AL 612237 66 GLASS 13/16 "IAMIIGI /8°A 3(8 °AIRSPACr45/l6 -LAMI WA .O90PVB I/8°A 2 4025 SASH STOP STD ANTI LIFT CUP 1063 -T5 AL 612244 67 13/16° LAMI IG IMA Y8" AIRSPACE, Y160 LAM) 1/8"A A= M 1 /8-HS 3 #8X3 /4PH.PANHEAD 7834AA 68 " 131161IAMIIG•1 /8"A 3/8°A]RSPA CF. V16'LAMI I /S"HS,.090 1/8"HS 4 4053 SASH STOP COVER SASH STOP 6063 -T5 AL 69 - 13116" LAMI 1(3.3116 -A O!Wl 5116- AIR SPACE, 5116 -1AMI 1/rA .090 F VVA 6 4136 FIANGEFRAMESRL W6346AL 64136 70 - 13116- LAMIXM/16"A 5116- AIRSPACE, 5116 -LAMI 118 -A .090PVB 1/8" 7 4137 SILLADAPTOR 6063 -T6AL (4137 71 " 13/16 - IAM la3fl6"A 5116" AIRSPACE 916" LAMI 1 /8 "1LS,.090PVB, I /8"HS 8 4131 lROLLERTRACK 6063 -T6AL 64131 72 13/16" IAM1lG•1 /8 "A IN. 1/4" AIR SPA 7/16" LAM) 16- A,.090 3/16"A 10 7129$ WEEPHOL13COVER POLYPROP. 71298 73 IY16"LAMIIG•1 /8"A 1N. 1/4- AIRSPACE,7 /I6"LAMI 3/16"A .090 PVK 3/16"H 12 1626 ADHESIVEOPEN CELL FOAM PAD 7PAD1626 74 IY16" LAMI JGI /8"A IN. 1/4° AIRSPACE, 7/16" LAMI 16"HS, .090 3/16° 75 131T6"LAMIICi311b"A 13116P AIRSPACE, 7 /16 -IAMI 16"A 3116 "A 13 4002 A FLANGEFRAMEdAMB 6063 -T6 AL 612221 76 " . .090 13116° IANIIRi`3/16"A 3116" AIRSPA 7/16 - LAM1 16"A .090 3/16° 14 4134 GASKET FORMAIN FRAME SII LJOINT 74134W/K 77 " 13/16" LAMI 1&3(16"A 5116" AIR SPA 7/16" 1AMI 1169"HS .090 3116" 15 1155 #8X1.000 UADPN.SMS 78 WA go 1014 SCREENRtAME &VER 3105 -H14AL 16 4110 G SCRffiJADAPTOR 6063M AL 641100 91 1630 SCREEN ODM%R KEY WIRINGS POLYPROP. 17 4054 1 B IFIXEDMEEMORAIL 6063HD -T6 AL 64054A 92 1631 SadMCOIRNERKEYWIOUPRTNCH POLYP". 19 4066 IWSTP,.187 X230 FIN SEAL 640660 93 1073 SCRMSPR1NG ST.ST. 21 4105 SASH TOP & BOTTOM RAIL 6063 -TS AL 612240 94 1624 SCRI3EN SPLINE -.135 DIA. FOAM Em PVC 22 1683 WS37,250 X 270 BACK, FIN SEAL 616$X3 95 1635 1 SQtEHN SPLINE -335 DIA. HARD 101+1 PVC 23 225 -1 lROLLERHOUSM&OUDE i I 42112M 1 96 1 SCREEN I CLOTH M, ��' 32 1 4006 D ISASHMMM40RAIL 6063HS -T6 AL 64006 2710 33 1235 IWSV,.170 X 270 BACK, FIN SEAL 67S160 35 1096 SWEEP LATCH DMCAST 71096 36 1016 #8X.625 PH. FI.. SMS 7858 37 4126 SASH SIDE RAIL 6063 -TS AL 64126 2.82 38 1683 WSTP,250 X 270 BACK, FIN SEAL 616MG 39 7070 BULB WEATHBRSPRiP.187X.275 67070K 40 LIFT RAIL ODVEK CAP 74078 "C" L OR R 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 42 4140 LF. FRAME SILL 6063 -TEAL 64140 4� IF FRAME FRAME HEAD #4139,6003-TO 43 4141 ITY. FRAME JAMB 6063 -T6 AL 64141 3D G-4ZMGMUCOW DOW 899,995 OR UIVALENT 51 1224 VNYLCBAZINOBEADBULB (MCK) 6TP247WH .52 1225 VRMCLAZINGHFADBULB 6TP248K 2.784 aop4iegC�o 53 4039 B GAZMBEAD-5/16" 6*3 -T5 AL 64039E a No a}M 54 4044 B CRAZ11'iO HEAD -5116" Wli3RILLKTf 6�3 TS AL 644103 0� 3.162 D r � 55 4222 A (RAZINOBEAD -7/16" 6063 -T5 AL 64222 56 985 C GLAZINGBEAD -7/16" W /GRiLLKIT 6D63 -T5AL 6985 TIM— .082 59 4067 CSAZINGBEAD- 13!16" 6063 -T5 AL 64067 6o SS 5116" LAM) 1/8" A, .090 118"A) I.F. FRAME JAMB , 61 " 5116" LAM) I/8" A, .090PVB 1/8" HS 62 5116" LAMI I/8" HS, .090 PVB, US" HS 63 " 7116" LAM) 3/16" A .090 P 3/16" A 710 = r No. 68705 61 " 7/16 - LAM) 5116" A. MM 3116" HS I.F. FRAME SILL 65 " 7/16" LAM) 3/16" IB..090 PVB, 3116" HS 42 #4140.8083 46 �•'0 : �� J�� o•-"7ear %�p OF ✓L tOH7Ht F NDtAETMT ,,NN4,� -r- PARTS LIST ✓A AVVM T0GL4S6 fFW NOKOMS. R 34278 ,er ,�'`cs'••�OR1O., NNW FX aAl�f1EM841,42s4s ao. ,sm ALUM. HORIZONTAL ROLLER K NDOW IMPACT '��,' /ONAL 'Fr• BOW am _� FA $ PL 34x4 j $6fBl fiRT10 NTS 6 a 11 4127 -10 E a., pm pa 1 73 1 73 FLANGE FRAME HEAD J #4102A, 6083•T8 1 A90 OSASH STOP #4025,5483 -TS 062 L 1.'(22 �-- 2.710 �� )FLANGE FRAME SILL #4136,6063-TO .061 .437 HORIZ. ROLLER TRACK #4131,6063T8 9 .082 —may 1.081 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL #4133.6083 -TS #4008D, 6M -T6 .675 1.M T (4 GLAZING BEAD, 5/16" #40448,8053 -TS (USED WlGRILL KIT) 050 E 1.098 - —+T GLAZING BEAD 7116" #4222A,806346 O TECHNOLOGY NNE NOKOW, FL 34M NINCO. BQX'18� P.OAAB, FL 34274 I 3. FRAME SILL ADAPTER J #4137, 8083-TO 1. 87 08.1 �4.403� 17 FIXED MEETING RAIL #40540,5083HD -T8 V 28 37 SASH SIDE RAIL #4125,6053 -T5 i .050-- 878 1.115 1 r wry-T GLAZING BEAD, 7/16" #NMI 6003 -TS (USED W/ GRILL KIT) islo -- 1.513 1 .443 –�I SASH STOP COVER �J #4063, 6063 -TS h+-- 2.784 1 .082 13 FLANGE FRAME JAMB #4002A,6063 -T8 .878 —T GLAZING 53 GLAZING BEAD, 5/16" #40398,6003 -TS ow t� GLAZING BEAD. 13116" Hag 1 7 d 11 1 4127- -10 PRODUCT REVISED osoom$yftwasuwPloWs nwwb*oo& 140 4 Duo ` * ' No. 65705 =p � VTA rfI {t\\ AL �RP.E ANCHORQUANTITIES,XOX (114412-1/4) WINDOWS TABLE NOTES: 1. ANCHOR TYPES: 1- 114" ELCO TAPCONS 2.114" ELOO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G6) Lo 2. GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 3D A. &1S" LAMI - (1fi A„ 080, 'U8" A) FT. GLASS TYPES 0 - L SHALL HAVE A B. 5118° LAMI • (10 A .090,1/8° HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 2 C. 7hr LAMI - (118" -A.O 0, 1 A) ANCHOR QUANTITY REMAIN UNCHANGED. D. 7MS° LAMI - (3118 "A,.t20, 3118°A} 3 E. 7118" LAMI - (311(° A,.090, 3115" HS} 3 F.13fl LAMI -10-1 HS,.R3 3 /1S°(MI G. 13/18" LAMI 10 -118" OR 3/1S" A {MIN.), 6f16° OR 318" SPACE, 5118° LAMI - (118° A,.090,18" A) 3 H.13118" LAMI IG -118" OR 3/1S° A (MIN.j, 5110" OR 3V SPAM 5M8" LAMI - (10 A„090,118° HS) I. 13H8" LAM IG -11" OR 318 A (WN.} 5H8" OR 3ff SPACE St18" LAMI - (11' K%090, tw HS) 3 J. 13118" LAMI IG -118" OR 3MS° A (MIN.}, 3116" OR 1/4" SPACE, 7/18" LAMI • (3M8 A,WO, 3MC A) 3 K. 13118" LAMI IG- I1W OR 3MS" A (MIN.), 3118" OR 1/4" SPACE, 7115" LAMI - (311S" A,.(W, 3118" HS) 2 L. 13118" LAW IG -118" OR 3MW A ( MIN.), 3118" OR 114" SPAC IE, 711S" LAMI -(3m HS..080, 3MS" HS) 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIBS NOT SHOWN, 00 TO NEXT LARGER WINDOW IN TABLE. 3 HEAD & SILL- 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLM 3 263/4°. FROM CORNERS. JAMBS: W MAX. FROM CORNED AND 22112" MAX. O.C. 3 TABLE KEY: 2 X Q X 3 1+C3 +4+C3+1 3 --+- -NCHOR QUANTITY PER JAMB 3 HEAD AND SILL ANCHOR QUANTITY. 3 A CLUSTER OF (3) ANCHORS CANTERED 3 AT EACH AT EACH RAIL ABLE V ANCHOR AT EACH OPERABLE VENT 3 PLUS (4) ANCHORS AT FDCED SECTION. 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 3 (3" MIN. O.C. ANCHOR SPACING) 3 3 283/4 ' rtmx. ---IM -- 3"MIN. 3 3 9"�' X O X 2 li �Ducr 3 MTG. RAIL, TYP. asc Ro4� 3 EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS .C2" 3 (SHOWN IN TABLE KEY ABOVE) rO 3 3 25 314�° MAX .. 2 ��, � •122° N �3" MM. {{ 1 1 1 7 01 3 `��` ON 1 LYNN i 3 8 "REF. X O X ti�`�� WCENgF'•;�P�� 3 *: NO. 58706 3 MTO.RAL TYP. — = 41 EXAMPLE CLUSTER W1 QTY. OF (4) ANCHORS = o VIM" a %�O�a •:l(Wz -'- GE SPACING. XOX 1/4- 112 -1,4 ,,F�, .. �ioR+a� �.�.• HiiRIZONTALROLLERWINI%OW IMPACT 1111f 1 ti�� NR710 )VTS 8 a 11 4127 -1'0 E A LYr P.L#WM P S ANMR TYPE &SUesTRATE GLASS TYPES A.B C.G,Ki GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2. CONC 1. CONC 2,3, WOOD 2. COP{ 1, CoNC 25NES ZONES ZO S WINDOW SIZE V HEAD & SILL m HEAD & SILL HEAD & SILL HEAD & SILL a7 HEAD & SILL m HEAD & SILL 53.126x 38.375 48.000 50.0.25 64.0 O t S&WO 1 +C2 +1+C2 +1 2 1+C2 +1 +C2+1 2 1 +C2+1 +C2+1 2 1 +C2+1+C2 +1 2 1 +C2 +1 +C2 +1 2 1 +0+1+02 +1 1 +(2 +1 +C2+1 3 1 +t2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1+C2 +1 1 +C2+1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2+1 3 1 +(2•+1+C2+1 3 1 +C2+1 +(2+1 3 1 +C2+1+C2 +1 1 +C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3,1+02+1+C2+1 3 1 +C2+1 +t2+1 3 1 +C2+1+C2+1 1+2 +1 +(2+1 3 1+{2 +1+{2 +1 3 1 +t2+1 +( +1 3 1402 +1 +C2 +1 3 1 +( +14{2+1 3 1 +C2+1+ +1 1+C2 +1 +02+1 3 1+42 +1 +C2+1 3 1+C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2+1 3 1 +C3+1+C3 +1 SMW0 x 38.375 48.000 SD.826 KOW 51000 83.000 14C2++1 +C2+1 2 1 +C2+1 +C2+1 2 1+02+1 +C2+1 2 1+C2 +1•+C2+1 2 1 +(2+1 +C2+1 2 1 +C2 +2+C2+1 1 +C2+1 +(2+1 3 1 +C2+I +C2+1 3 1+C2 +1 +C2+1 3 1 +(2+1+{2 +1 3 1 +02+1 +02+1 3 !+(2+2 +C 2+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +(2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C.2+1+C2+1 3 1•+C2 +2 +C2+1 14C2+1 +C2+1 3 1+C2 +1+C2+1 3 1 +C2 +1+C2+1 3 1•+CZ+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+2+C2+1 1+C:2 +1 +C2 +1 3 1 +(2 +1 +C2+1 3 1 +C2+1 +q+1 3 1+C2 +1 +02 +1 3 1*C2+1 +C2+1 3 1 +C3+2+C2+1 1+C2+1+C2 +1 3 1 +(2+1 +(2+1 3 1+C2+1 +C2+1 3 1+C2 +1+CZ +1 3 1 +02+1 +02+1 3 1 +p+2 +q+1 74.000x 38478 4&000 6{1825 64.OW 51000 83.WC 1 +C 2 +2 +C1 +1 2 1 +C7 +t +C2+1 2 1 +C2+2+C2 +1 2 1 +(7 +2+(Z+1 2 1 +a +24 2+1 2 1 +t2+2+C2+1 1 +(2 +2+C2+1 3 1+C2 +1 +C 2+1 3 1 +C2+2+C2+1 3 1 +C2+2 +C2 +1 3 1 +C2+2+C2+1 3 1 +C2+2+C2+1 1+C2 +2+C2 +1 3 1 +C2+1 +C2+1 3 1 +02+2 +(2+1 3 1+C2 +2 +C2 +1 3 j 1 +C1+2+02+1 3 1 +C2+2 +C2+•1 1 +C2+2+C2+1 3 1 +C20+C 2 +1 3 1 +C2 +2+C2+ 1 3 1+C2 +2 +C2 +1 3 1 +C2+2 +(2+1 3 1 +(3+2+03 +1 1 +C2+2+C2+1 3 1 +C2 +1 +C 2+1 3 1 +C2+2+02+1 3 i +C2 +2+(2+1 3 1 +t2+2 +C2+1 3 1 +C2+2+C3 +1 1 +C2 +2+C2+1 3 1 +C2+1 +C2+1 3 1 +(2 +2+C3+1 3 1 +C3+2 +C*+! 3 1 +C2•+2+C2+1 3 1+C3+2+C3+1 84.000x39.376 48.000 /.826 64.000 60.000 63.000 I+C2+2+C2+1 2 1+C2+2+C2+1 2 1 +C2+2+C2+1 2 1+02+2+C2+1 2 1 +C2 +2+C2+1 2 1+(2+3 +C2+1 1 +C2 +2+C2+1 3 1 +C2+2+C2+1 3 1 +(2+2+(2+1 3 1 +C2+2 +C2 +1 3 1 +C2+2+C:2+1 3 1 +C3+3+C3 +1 1 +C2+2H2+1 3 1 +C2+2+C2+1 3 1 +C2+2 +C2+1 3 14C2 +2 +C2 +1 3 1 +(2 +2+02+1 3 1 +C2 +3+C2 +1 1+C2 +2+C2+1 3 1 +(2+•2+C2+1 3 1 +C2+2+(2+1 3 1+C2 +2+02+1 3 1 +C2+2 +C2+1 3 1 +04+3+04 +1 1 +C2 +2+C2 +1 3 1 +(2+2+C2+1 3 1 +C3+2 +C2+1 3 1 +C3 +2+{3+1 3 1 +(2+2+02 +1 3 1 +04+3+C4 +1 1+C2 +2+C2 +1 3 i+C2+2+C2+1 3 1 +C2+2+C3+1 3 1+C3 +2+C3+1 3 1 +(2+2F 2 +1 3 1 +04+3+04 +1 105.378x 35.375 48.000 50.825 S4.WD e0,W0 83.E 1+C2+2+C2+1 2 1 +C2+2+C2+1 2 1 +C2+3+C2+1 2 1 +C2+3+(2+1 2 1 +(2•+3+{2+1 2 1 +t2+4+t2 +1 1 +C1 +3+C2+1 3 1 +C2+2+ 2+1 3 1 +03+3+CS+1 3 1 +C2+3+C3+1 3 1 +C2 +3+C2+1 3 1 +CS+4+p +1 i +(2+•3+{2 +1 1+ 2 +2+C2+1 311+03+3+C3+1 3 1 +p+3 +C2 +1 3 1 +C3 +3+C3+1 3 1 +C3 +4+03 +1 1 +C8+3+ C3+1 1 +C2+•2+C2 +1 131+C2+2+C2+1 3 1 +C2+3+C.'3+1 3 1+C3+3+C 3 +1 3 1 +CS+3+C S+l 3 1+04+4+04+1 1 +C3+3+(2+1 3 1 +C4 +3+04+1 3 1 +C4 +3+CA+1 4 1 +C2+•3+03•+1 31+CA +4 +C4 +1 1 +C2+3+C3+1 1 +C2 +2+C2+1 3 1 +C4+3+C4 +1 3 1 +C4 +3+04 +1 4 1 +C4+3+04+1 3 1 +C5+4+CS+1 111.000 x 35.375 48.000' 50.826 54.000 S= 6&000 1 +C2+3+C2+1 2 1 +C2 +2+C2+1 2 1 +C2+3+C2+1 2 1+C2+3+C2+1 3 1 +C2+3+C2+1 2 1 +C2+4 +C2 +1 1 +C2+3+C2+1 3 1 +C2+2+02+1 3 1 +C3+3+C 3+1 3 1+C3+3+CS+i 3 1 +C2+3+C2 +1 3 1 +C3+4+C3+1 1 +C2 +3+12 +1 3 1+t2+2+C2+i 3 1 +C3+•3+C:3+1 3 1 +C3+3 +C3+.1 3 1+C{+3+C3 +1 3 1 +CS+4+C2+•1 1+63+3+C20 3 1 +C2 +2+12+1 3 1+C3 +3+C3+1 3 1 +C3+3+t2+1 3 1 +(2 +3+C3+1 3 1 +04+4+C4+1 1+C3 +3 +p+1 3 I +C2 +2+C2+1 3 i+C4 +3+04 +1 3 1+C4+3+C4 +1 4 1 +C:3+3+CS +1 3 1+C4 +4+C4 +1 1 +(3+3 +CS +1 3 1 +(2 +2 +C2+1 3 1 +C4 +3+04 +1 3 1 +C4+3+0A +1 4 1+04 +3+04 +1 3 ll+CS+4+CS+il Jd lOf07PJf F AO09/AIVOE7i@88/ tT ,=,� �fOWE tMONS.F1.WN P.O.wim raOXMS,FL3Wa Beaer llt um awl maA*m R 19CAPTOBETEI{� +80F7'NOM Flt . � 4naw NORM C tmAyErAmB4 auwTYALi/E8DU87IOANCHORCAPAw.. FJC 2p18lt✓8 J L 9123" ANCHOR QUANTITIE8 XOX 913- 113-4A WINDOWS TABLE 6 NOTES: GLASS TYPES A,B4O.H GLASS TYPES C,D.EX -J J,K, L ANCHOR TYPE 1. ANCHOR TYPES: 2.3, WOOD 2. CONC 1, CONC 2.3, WOOD 2, CONC 1, CONC & SLIUSTRATE i - 114" ELOO TAPCONS 2 -114' ELCO SS44 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE HEAD & SILL HEADS SILL HEAD & SLL HEAD & SiLL HEAD & SILL HEAD & SILL A. BMW LAM! - (118" A, X0,118' A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W v B. SMS" LAMI - (118' AM, 1t8" HS) FT, GLASS TYPES 0 - L SHALL HAVE A 21 C. 8M6' LRAM - (118" HS, 09% 10 HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 48.00U 38.375 1 +C2+1 +C2+1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1+C2 +1+C2 +1 2 1 +CZ +1 +C2+1 48.000 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1+C1 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +(z+1 3 D. 7118 LAMI - {3H8"A,.M, 3118"A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7118' LAW - (3118 A,.080, 3718 118} 1 +C2 +1 +02+1 3 1 +C2 +1 +C2+1 3 1+C2 +1+C2 +i 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C+1 +C2+1 60.825 3 F. 7118" LAMI - (3718' HS„iGO, 3118" HS) i+C +1+02 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C241 +C2 +1 3 1 +C2 +1 +C2+1 54.000 3 G. 13/18' LAMI IG - V8 OR 3118' A (MIN.), 8118' OR 318 SPACE, $716' LAMI - (113" &.m. IV A) �.ODO 3 H. 13/18° LAMI IG -1�' OR 1ff A (MIN.), F�18" OR 318" &PACE SJ18' LAMI - {118 A .480,1 ° HS} 1 +C2+1+C2 +i 3 1 +( +1 +G2+1 3 1 +C2*1 +C2 +1 3 1 +C2 +1 +( +1 3 1+CZ+1+i +1 3 1+C 2+1+C2+1 I. 13118' LAMI IG -1f" OR 3118" A (MIN.), 8118" OR SPACE, 7118' LAMI - (118" HB,.O,118° HS) 1 +C2+1 +C2 +1 3 1+C2 +1+C2 +1 3 1+(2+1 +C2 +1 3 1 +C2 +1+C2+1 3 1+C2 +1472 +1 3 1+G3 +1+C3+1 OUDO 3 IW J. 13f16' LAMI IG -118 OR 3198° A ( MIN.), 71'18° OR 114° DACE, 7118 LAMI � (319(r A,.WO, 3118A) 2 K. 13/18' LAMI IG -1W OR 3118' A (MIN.), 3118" OR 914" SPACE, 7118" LAMI - (3M8 A,.090, 3118" HS) 53.126x 38.375 1 +C2+1 +C2+1 2 1 +C2+1+C2+1 2 I +C2 +1 +C2+1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +GE+1 +C2 +1 48.000 1 +CZ+1 +C2 +1 3 1 +C2+1 +C2+1 3 1402 +1 +C2+1 $ 1 +C2+1+C2 +1 3 1 +02+1 +(2 +1 3 1 +02+1 +02+1 3 L. 13118" LAMI 10 -1f8 OR 3118' A (MIN.), 3118 OR 1t t SPACE, 7118" LAMI -(3(16' HS, (0, 3118' HS) 50.825 3 WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 14C2+1+C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1+C2 +1 3 1 1 +C2+1 +C2+1 64.000 1+C2+1 +C2 +1 3 1 +C2 +1 +G2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1+C2+1 3 1+C2+i +(2+1 3 1 +C2 +1 +C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2+14C2+1 3 1+C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+14C2 +1 3 1+C3+1 +C3+1 80.000 3 WOOD 3 HEAD & SILL: 101;1' MAX. ON EACH SiDE OF MEETING RAiL CENTERLINE 1 +C2 +1 +C2+1 3 1 +G2 +1 +(2+1 3 1 +02+1 +C2 +1 3 i +C2+1 +C2 +1 3 1 +C2+1 +C1 +1 3 1 +C.3+1 +p+1 BD.ODDx 38.375 1+C2 +1472 +1 2 1 +G2 +1 +CZ+1 2 1472 +1 +02 +1 2 1 +C1 +1+C2+1 2 1 +C2+1 +CZ+1 2 1 +C2 +1 +C2+1 2 28 MA MAX. FROM CORNERS JAMBS: 9° MAX. FROM CORNERS AND 22112" MAX. O.C. 1 +C2+i+C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1+C1 +1 3 1 +C2+i+t2 +1 3 1+C2+1 +C2+1 3 1 +C2+1+C2+1 48.000 3 TABLE S,, 50.626 1 +C2 +i+C2+1 3 1+C2 +1 +C2+1 3 140+1 +C2 +1 3 1 +C2+i +C2+1 3 1 +C2+1+C2 +1 -3 1+C +1+02+1 3 A O X 54.000 3 1 +03+1+CS+1 3 ANCHOR QUANTITY PER JAMB 1 +C2 +1 +C2+1 3 1 +f2+i +C2 +1 3 1 +C2 +1 +C2 +1 311+C2+1+02+1 3 ItM +i +(2 +1 3 1 +C3+1 +C3+1 6D.OW 1+72 +1 +C2 +i 3 1 +C2 +1 +C2+1 3 1 +C2+1+C2+1 3 1 +C2+1+C2+1 3 1 +C2+1+C2 +1 3 1 +C3 +1 +CS+1 3 83.000 3 HEAD AND SILL ANCHOR QUANTITIES 2 A CLUSTER OF MEETING; CHORS CENTERED ON EACH MEETING RAiL PLUS (1) i+CZ+1 +C2 +1 31+C2 +1 +C2+1 3 1+/2 +1 +C2 +1 31+C3+i +CS+1 3 1 +C2 +1 +C2 +1 31 +C3+1 +C3+1 61LOM x 38.375 i +C2 +i+C2 +1 2 i+CZ +i +C2+1 2 1 +C2 +i +C2 +1 2 1 +(2+1 +C2+1 2 1 +C2 +i+C2 +1 2 1+02 +1 +C2+1 9 +C2 +1+C2+1 3 1 +C2+1+C2+1 3 1 +C2+1 +C2+1 3 1 +C2+i+C2+i 3 1 +C2+1+C2+1 3 1+C2 +1+C2 +1 48.000 3 ANCHOR AT EACH OPERABLE VENT 60.825 1 +C2 +1+C2+ 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C+1 +C2+1 3 1+03 +1+CD+1 3 PLUS (1) ANCHORS AT FOCED SECTION. 84.000 i+C2 +1+C2 +1 3 i+(2 +i +C2+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+C2+1 3 1+C1 +1+C2 +1 3 i +CS+1+C3r1 3 (8) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+C2 +1+(2 +1 3 1 +02 +1 +C2+1 3 1 +C2 +1 +G2+1 3 1 +C3+1+C3+1 3 1 +C2 +i+C2+1 3 1 +C3+1 +C3+/ 3 (3" MIN. O.C. ANCHOR SPACING) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +(2+1 3 1+C 3 +1 +C3+1 3 1 +C3+1+C3 +1 3 1 +C2+1+C2+1 3 i +C3 +1 +CG+1 83,000 3 2 26 314" MAX. 74.000 x 38.378 1 +C2 +1+02+1 2 1 +C2 +1 +C2 +1 2 1 1 +C2+1+C2 +1 2 i +C2+1 +C2 +1 2 1+02 +1+(2+1 2 1 +C2 +1 +C2 +1 48.000 1+C2+1 +C2 +1 3 1+4 2 +C+C2+1 3 1+C2 +1+C2 +1 3 1 +C2+i +C2 +1 3 1 +C.1' +1+C2 +1 3 1 +C3 +1 +C3+•1 3 1- 3' MIN. 50.828 1+C2+1+CZ+1 3 1 +(2+1 +C2+1 3 1402 +1 +C2 +1 3 1 +C2+1 +C1+1 3 1 +C.2+1 +C2 +1 3 1 +CS+1+C3+1 3 54+OW 1+C2 +1+C2 +1 3 1 +C1 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1 +(2+1 +CZ+1 3 1+C2+1+C2 +1 3 i+C3+1+C3+1 8 REF.. 3 X O x 00.000 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1+03 +1 +C3+1 3 1 +C3+1+C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1+C3+1 3 63.000 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 9+C3+1 +03+1 3 1 +C2+1+C3+1 3 1 +C2 +1 +C2 +1 3 i +C3+1+C3r1 3 xy v Di�laride MTG. PAL. TYP. 2 ° EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS AmaeNu SUM 38.375 1 +C2 +1 +C2+1 2 1 +C2+1+C2 +1 2 1+C2+1 +C2 +1 2 1 +C2 +1+C2 +1 3 1+(2 +i+t2 +1 2 i+ 2+1+C2 +1 1 +C2r1+H2 +.1 3 7+C2+1+C2+1 3 4+CZ+9 +(2 +1 S i+C2 +1+02+1 3 1 +C2+1+C2 +1 3 i +C3 +1 +pr1 A$.000 S 50.825 3 (SHOWN IN TABLE KEY ABOVE) 1 +(2 +1+C2+1 3 1 +C2 +1+C2 +1 3 1+72 +1 +C2 +1 3 i +C2 +1+C2+1 3 I+ 2 +1+C2 +1 3 1 +03+1 +CS+1 54.MO 1 +C2 +1+C2+1 3 i +C2+1 +C2+1 3 1+C:3+1+C$+1 3 1 +C3+1+CS+i 3 1 +02 +1+C2+1 3 i+C3+1 +C3+1 S 6MWO 1+C2 +1+C2 +1 3 1 +C2+1+{2 +1 3 1+q+1 +C3+1 3 1 +C3+1+C3+i 4 1 +C3 +1 +C3+i 3 1+q +1+C3+1 3 25 3W MAX. 03.000 4 ire ' I+- 3'MIN. L4UnU 1 +C2+1 +C3+i 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C2+1 3 1 +C/3 +1 +C3+1 4 1 +C3+1 +C3 +1 3 1 +04+1+04 +1 88.437 x 38.375 1 +C2 +1 +C2 +1 2 i +C2 +1 +C2 +1 2 1+02 +1 +C2+1 z 1 +C2 +1+CZ+i 3 1+C2+1 +C2+1 2 1 +C2 +1+C2+1 2 O� { tYNE♦I M� 'rf� 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 9 +0241 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1+C2 +1 3 1 +C3+1 +C3 +1 `�� 3 8° REF. X O X � l`�.• WGgt' • 60.825 i +C2 +i +C2 +1 3 1rC2+1 +02+1 3 1+02+1 +[2 +1 3 1 +C2 +1+02 +1 3 9 +C2+1+C2 +1 3 1+C2 +1+C2 +1 3 rT * ' 64AOD 1 +02+1 +C2+1 3 1 +G2+1 +C2 +1 3 9+03+1 +C3+1 3 1 +C2+1+C3+1 3 1 +C2+1 +C2 +1 3 1 +C3+1+C3+1 3 No. 68705 60.MD 83.00 4 MTG.RAII tYR - 4 EXAMPLE CLUSTER Wf QTY. OF (4) ANCHORS = -o z D°�°c :��•. STA A ; =1�: ANCHORAGE SPACIN XOX (V341-113) , F�; .olio '''� 1 +C2 +1+C2+1 3 1 +C2+14C2 +1 3 1+C3+1 +C2 +1 3 1+C3 +1+C3+1 4 1 +C3+1 +C3 +1 3 1 +C4 +i+C4+1 1+C2+1 +C8+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +q+1 3 14C3+1+C3+1 4 1 +C3+1 +C3+1 3 1 l+C4+1+C4+1141 Jd 17117 E NO CHANGE TM88HEET 1�.�HNOLM, +roxa�xs.FL34z73 JR awl D IGCAP TORE TafERW 430FTN07E ALUM. HORIZONTAL ROLLER IMPACT t�A7ETAKEA PJ[ 408/07 c sa= VAUINDUE' TOAx�t ROAAP.ADA ao. apx +sue NC)KOM�B. FL 34274 4ep2W, ��' 11 «<< Batter M1T10 � %a4 �1 "� i1 41'�%i0 E A. LY �� RE FJG > " 3 WAS& TYPES L ANCHOR TYPE 8 SUBSTRATE 2,3, WOOD 2, CO NC 1, CONk2C2+1 OD 2 CONC 1, CONC ZONES ZONES ZONES 3 ZONES ZONES WINDOW SIZE v w 1 +C2 +1 3 g�g co 06 1 +C2 +1 05 g 06 1 +C2+1 05 1 +C2+1 37.000x38.376 1 +432+1 2 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 2 1 +432+1 2 1 +432 +1 2 1 +C2+1 3 1 +C2+1 3 1+ 3 1 +C2 +1 3 1 +C2 +1 3 1 +02+1 3 80.625 64.000 60.000 63.000 1+C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2+1 3 1+C2+1 3 1 +C3+1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3+1 3 1+01 +1 3 1 +C2+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 48.000 x 38.375 48.000 50.626 64.(00 OD.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 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1+C2 +1 3 1 +C2+1 3 1 +C3+1 3 1+C2 +1 3 1 +C2+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 83.000 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1+C3 +1 3 1+432+1 3 1 +C3 +1 3 53.126 x 38.375 46,000 80.625 64.0#0 80.0(10 S&OW 1+432 +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 +C3+1 3 1+C2 +1 3 1 +C2+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2+1 3 1 +C3+1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2+1 3 1 +C3 +1 3 1+C3 +1 3 1 +C2+1 3 1 +C3+1 3 1 +C3+1 4 1 +C2+1 3 1 +C3+1 3 1+C3 +1 4 1 +C2+1 3 1+C3 +1 3 1 +433+1 4 1+433+1 3 1 +C4 +1 3 t +p+1 4 1 +C3+1 3 1 +C4 +1 3 48.000 1 60.82b 1 +433+1 54.000 1+C3 +1 83.000 48.000 50.625 64.000 60.000 63.000 2 +C2 +2 4 1 +C2 +1 3 2 +C3+2 4 1 +C2 +1 3 2 +C3+2 4 1 +C2 +1 3 2 +C3+2 4 1+C3 +1 3 1 +C3+1 4 1 +C3+1 3 74.000 x 38.376 48.000 50.626 64.05 60.000 63.000 2+C2+2 3 2+01+•2 2 2 +C3+2 4 2+C2+2 3 2+C3+2 4 2+C2 +2 3 2+C3+2 4 2 +C3 +2 3 2 +(3+2 4 1 +C3 +1 3 2+03+2 4 1 +C3+1 3 3 2 +C2 +2 3 1 +C2+1 2 2+C2 +2 3 3 2+C2+2 4 1 +C2+1 3 2+03+2 3 3 2+C3 +2 4 1 +C2+1 3 2+C3+2 3 4 2+C$+2 4 1 +C2+1 3 2+C3+2 4 4 2+C3 +2 4 1 +C3+1 3 2+C4 +2 4 4 2+C3+2 4 1 +C3+1 3 2+04+2 4 3 2 +432 +2 3 2+432+2 2 2+C2 +2 3 4 2+C3+2 4 2 +C2+2 3 2+03+2 4 4 12+C3+2 3 2 +434 +2 4 3 2+434 +2 4 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 114° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (GM 0- A. 8W1 - 4118° A»50,118° Al — FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES fl - L SHALL HAVE A C. 511W LAMA - (1Ag H$,.090,118' HS) TEMPERED LG, GLASS CAP. BOTH THE OP AND 0.711W LAMI - (3118° A,.090, 3/1(' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7118° LAMI - (3118' X.090, 3/18° HS) F. 7118° LAMA - (311(° HS,.SQ 3118° HS) G. 13118" LAMA IG -1A r OR 311W A (MIN.), 6/18' OR 3A r SPACE, 6/18' LAMA - (118°A,.090,1/8°A) H.13116' LAMI IG - V8' OR 3118'A (MIN.), 6118' OR 3!8' SPACE, 6116' LAM[ - (1/8°A,.090, IV HS) I. 13118° LAMI IG -118' OR 3118'A (MIN.}, 6116'OR 30 SPACE, 8118' LAMI - (148° HS „50,1/8' HS) J. 13/18' LAMI IG - IW OR 3118° A (MIN.}, 3118' OR 114' SPACE, 7118' LAMA - (3116' &M. 3/18' A) K. 13/1(' LAMA IG -1$” OR 3176° A ( MIN.), 3118° OR 1/4° SPAN, 718° LAMI - (3116° A,.090, 3116' HS) L 13/18° LAMA 16- IV OR 3118' A ( MIN.}, 3118' OR 114' SPACE, 7118° LAMA - (3/16' HS,090, 3/18' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHgo, 99 TO NEXT LARGER WINDOW IN TABLE. HEAD &SILL: 101P1 MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 18 3/4° r MAX. FROM CORNERS. JAMBS: MAX FROM CORNERS AND 221P2° MAX QC. TABLE KEY: 0 X 2 +433+2 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHOR AT OPERABLE VENT AND FIXED SECTION. CA ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 8 af4' MAX i--3' MIN. 91 REF. X O P G. RAIL ODUCTRtt 00 complying a•Lh dm p1mide EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) f� 8 3/4' MAX. I•• 11/2* TYP. i I REF. X_ l'rON�'LYNN . RAIL * ' No. 58705 EXAMPLE CLUSTER W1 QTY. OF (4) ANCHORS = o �-�"4^-. i ' tY; 47 10/17/11 E N0 7W811EET ,ozoTecnNa oor aRwe ANCHORAGE SPACING, OX AND XO WIAIDOW3 � O'�` ' FtoR,op. • ' ��` �iv am J.R 8 11 n a+mEOUar 7aeErn +9 rnroTE Noxoaaaa3�3 P.O.BQxI NMCMM FL3W4 ALUM hIOR9WAL ROLLER WlNWW, tNPACT ",,' ��NAL. E C`��• /I 1,,++��,,iit1 A LYPIIN suu�i P.E. Rnww F.K "ft 4*W C CHQ.77F�.E' 070 &SMMWTVALIMVW7DANCHMCAP Soo, OXa low& Raw ®ersnac a urr, a Pis IQ ° Mt tam u s mw Fm7,o NTS 10 d 11 4127 -10 E P"wm 1 1W MAX. SHIM —1 ii);['; EMBEDED 1 tETEEDBEIS13fC. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4 SS4 CRETE -FLEX WITH #12 TRIMFI T HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTION ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL E UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1W 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-TS AND A MINIMUM OF 118° THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SUE 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 11/4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) CONCRETE 1314" MIN. E.D. TYP. 2x WOOD BUCK. _— WOOD MIN. 3.4 KSI CONCRETE NOTE 3 • ' 1° NOTE 1 4 ••i ;; NOTE 1 MIN. 1x WOOD 1x WOOD BUC .NOTE 3 BUCK, DETAIL F NAILING NOTE 3 ! L �oR 1 � MAX 1 SHIM SHIM CONCRETE WOOD ANCHOR, ANCHOR TYPICAL DETAILS G, H & 1. NOTE DETAIL A NOTE 2 DETAIL B SMAX. HIM 1W MAX. SHIM —1 ii);['; EMBEDED 1 tETEEDBEIS13fC. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4 SS4 CRETE -FLEX WITH #12 TRIMFI T HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTION ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL E UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1W 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-TS AND A MINIMUM OF 118° THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SUE 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 11/4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) CONCRETE �1,� _— WOOD ANCHOR NOTE 1 u ; 13M EXTERIOR INTERIOR ' 4 MIN. En (H & SILL DETAILS A. B, C, D, & H) TYP. NOTE 1 ANCHOR' NOTE 2 1x WOOD BUC .NOTE 3 SEE NAILINI INTERIOR DETAIL F NAILING (JAMB DETAILS E, F & I) RAMS S SECTIONS �oR 131 DIA. MIN. x 21121 NAIL p&ODU� BgyG� AT CORNERS AND W O.C. i 1!4° 114` TYPICAL DETAILS G, H & 1. ButldMs 1W MAX. SHIM —1 ii);['; EMBEDED 1 tETEEDBEIS13fC. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4 SS4 CRETE -FLEX WITH #12 TRIMFI T HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTION ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL E UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1W 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-TS AND A MINIMUM OF 118° THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SUE 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 11/4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) CONCRETE �1,� _— WOOD ANCHOR NOTE 1 u ; 13M EXTERIOR INTERIOR ' 4 MIN. En (H & SILL DETAILS A. B, C, D, & H) TYP. NOTE 1 ANCHOR' NOTE 2 1x WOOD BUC .NOTE 3 SEE NAILINI INTERIOR DETAIL F NAILING (JAMB DETAILS E, F & I) RAMS S SECTIONS �oR HOR _— WOOD DETAIL H (HEAD) NOTE 1 ANCHOR' NOTE 2 NAILING 131 DIA. MIN. x 21121 NAIL p&ODU� BgyG� AT CORNERS AND W O.C. ® wllAdro>torida 1!4° 114` TYPICAL DETAILS G, H & 1. ButldMs SMAX. HIM MAX. $HIM • .. Y SEE ,.a. NAILING Miaxd Cattto 1 y . ,. 1313° MIN. 13/4•MIN. `�. ,rp.. ... 44CONCRET2x 3.4 KE.D. '. . t . .� SEE NAILING WOOD rtIETA \F'FC BucK, NOTE 3 DETAIL D DETAIL G (SILL) DETAIL I (JAMB) 'k GE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS ��[j:"`_° a: '. '!SiSIONA1 .0 107/11 E NO(HANGETlIOW*L:} ,070,EOLOOY txnve waxoun�s �. �-'- A AuaHC1RAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW IMPACT �mw Jit 7tll8✓;li�T Rmavp Pic .4q r1 c Apv H N6KOAAIB, 8.94274 ;fir ewe aee° nee aermta. ae iE;1Ca�. 0.L> PE FJL arl M J.J. 8J13�8 HR7,o HeJf 11 11 4127 -'t0 E ZMI DEPARTMENT OF PERK ,AND U 11805 S.W. 2e Street, Room 208 AFFAIRS (PERA) Ntiami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (796) 315-2590. F (786) 315 -2599 NOTICE OF ACCEPTANCE OA www.m 8midnd%9 vJaera! 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 and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami- -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESC IPTION: Series "SH 700" Aluminum Single Hung Window - LAU APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/0112005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Resisted. LIMITATIONS: Miami-Dade County Product Control Approval Shutters Or Protection Devises shall be required for GIazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered ails 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. 114 03.10 and consists of this page 1, evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gasc on, P. E. NOA No. 11-1013.14 r( Expiration Date: March 26, 2016 Approval Date: November 03, 2011 to Z't Page l PGT Indutries NOTICE OF ACCEPTANCE: EVIDENCE SUBMff TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated . 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 24113.2. 1, TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- (1322.46) 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 Reports No.'s FTL -4958 and FTL -5063, dated 10 /03and 11/21 /06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322. 06) 3. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11105, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322. 06) 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.x1) t Product Control Section Supervisor NOA No. 11-101&14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -1 PGT Industries NOTICE OF &C CEPTLkNCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FDC 24113.2. 1, 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 Reports No.'s FTL-4947 and FTL-4650, dated 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-101& 01) 4) Test reports on: l) 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 F$C, 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 Reports No.'s FTL -4948 and FT"646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05;1018.01) C. CALCULATIONS r 1. Anchor verification calculations and stru�iural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA Nv.11- 11128.03) D. QUALITY ASSURANCE I. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite* PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco , P. E. s Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -2 PGT Industries NOTICE OF ACCEPTANCE: EV=CE SUBMITTED F. STAT ENTS i. Statement letter of conformance and compliances with the FBC 2007 and FBG- -2010, dat October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement Iett of no financial interest and independency, dated October 07, 2011, signed an ealed by Anthony Lynn Miller, P. E. 3. cry compliance letter for Test Reports No.'s FTL -4957, FTL -4958, FTL- 5063, FTL-- 4645, FTL- 4649, F'FL; 4723, FTL 4947, Fn. -4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10105, all signed and sealed by Edmi ndo Largaespada, P, E. (Submitted under previous NOA No. 07- 0322.06 and 43- 1018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "SH -708 Aluminum Single ]Clung Window - L.M.I. ", approved on 04/21/2011 and expiring on 03/23/2016. 9 - - Jaime D. Gas n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -3 . } ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) 6118 NSISTING OF (2) LITES OF lAr ANNEALED GLASS WITH A.= DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. MAXIMUM PVB INTERLAYER. C. 6118" LAMI CONSISTING OF (2) UTES OF 1B' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER D. 711W LAMI CONSISTING OF (2) LITES OF 3118 ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. I- 718° LAM] CONSISTING OF (1) LITE OF 3118 ANNEALED GLASS AND (1) LITE OF 3118 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7118" LAMI CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 0.13118° LAMI IG: (1) LITE OF 118 TEMPERED GLASS, AN AIR SPACE AND 5118 LAM CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A = DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER, H. 13/18' LAMI 10' (1) LITE OF 118 TEMPLE EDED GLASS, AN AIR SPACE AND 618 LAMI CONSISTING OF (1) LITE OF V8 ANNEALED GLASS AND (1) LITE OF U8 HEAT STRENGTHENEMOLASS WITH A.000 DUPONT BUTACITE OR SAFLE70KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13!18 LAMI IG. (1) LITE OF 118 TEMPERED GLASS, AN AIR SPACE AND 5118 LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN = DUPONT BUTACITE OR SAFLEKIMPSAFE MAXIMUM PV13 INTERLAYER. J. 13118 LAW IG: (1) LITE OF 118 TEMPERED GLASS, AN AIR SPACE AND 7118 LAMI CONSISTING OF (2) LITES OF 3118 ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIIKEEPSAFE MAXIMUM PVS INTERLAYER. K. 13118 LAMI 10: (1) LITE OF 1ff TEMPERED GLASS, AN AIR SPACE AND 718 LAMI CONSISTING OF (1) LITE OF 3118 ANNEALED GLASS AND (1) LITE OF 3118 HEAT STRENGTHENED GLASS WITH AN A90 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. L 13118 LAMI IG: (1) LITE OP 118 TEMPERED GLASS, AN AIR SPACE AND 7118' LAMI CONSISTm OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS NTH AN .090 DUPONT BUTACITE OR SAFLEMEEPSAFE MAXIMUM PVB INTERLAYM �M.13118' LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 6118 LAM CONSISTING OF (2) LITES OF 118° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATION&'Or (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) g3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13011.02. 4. ANCHORAGE: THE 33 IrJ% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. �7. REFERENCES: TEST REPORTS FTL -4846, FTL -4848, FTL. -4847. FTL- 4848, FTL -4849. FTL -4850, FTL -4861. FTL- 4r4 FTL- 49157. FTL -4958 AND FTL-MU ANSAAF&PA NOS -2001 FOR WOOD CONSTRUCTION ADM-20W ALUMINUM DESIGN MANUAL S. SERIESIMODEL THISVRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INOLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). PA. BQX18� N°IWMN, FL84274 8N/06 I NTBI 1 -11 1 41740.20 NOA DRAWING MAP SHEET GENERAL. NOTES........ »».1 GLAZING DETAILS ... ......... 2 DESIGN PRESSURES....... 3 ELEVATIONS....._. ..» ...4 VERT. SECTIONS..».....»» 8 NORM SECTIONS—........ 8 PARTS LIST.... » ».... ». »... 8 EXTRUSIONS._......._ 7 CORNER DETAIL .. ».....» 7 ANCHORAGE »....... ........ _ 8-11 _�`�t111ii+Jts�, JG..KSF •. lotu Luz ` %gyp''• . , flog.• ��. A. LYtAW1G11lL P.E. FL P.E.# Wm 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 6116° LAMINATED OR TEMPERED GLASS A 111° NOM. GLASS SITE A NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3116° WITH NO CHANGE IN DESIGN PRESSURE. Cj EXTERIOR INTERIOR [v (ALL SECTIONS) —m 3116" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PNS INTERLAYER 3116° ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 7/160 LAMINATED GLASS IW NOM. GLASS SITE 3116" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 3M6' ANNEALED OR HEAT STRENGTHENED GLAD 7116" LAMINATED AIRSPACE 118" TEMPERED GLASS A 13118° NOM. 131160 LAMI IG GLASS W/ 5160 LAMI 131160 LAMI IG GLASS W/ 71160 LAMI P�Fia�a�ra ALM. SINGLE HUNG WINDOW MAC Ftrlf 2 e 11 4Q4020 0,p' • FLOOR,*��r`�• A. Ll OMILLilk P.E. PL P.F—# Wm IM FLANGE OR INTEGRAL FIN WINDOWS Wl NIGH SILL OPTION TABLE 1. a6" BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS +60.0 .�.a WINDDiIIt HBGHT •�.o +60.0 IMML GLASS TYPE 83" 68" �" 70" 72" 74" 76!' MEETING RAIL -68.0 48" 8, +00,01-00 -.0 t6R.0 -�.0 +80.1 -Qd.O !80.0 -BLO +608 -80.1 !60.0 -�.9 +60.0 -�.b HT. +7Q.a A.B,M +1D.Q +80.0 -851.0 +80.0 •1�.0 +80.0 -80.0 +800 -MO +80.0 -80.0 +76.0 -70.0 70.0. 69I" A, +80.8 -80.0 t60.0 -�.0 +60.0 -�A +60.0 -80.0 +78.8 -78.8 +77.3 77.3 !76.6 -78.6 +60.0 63118" A,B,M +�.0 - 80.0 +80.0 -�.b +76.0 76.0 t78.2 70.2 +78.6 -78.6 +76.4 76.4 !74.0 74.0 -w.a Lp► TO 63 C,D, ,l:,O,M,I,J,K,L +80.0 -Sdd +80.8 -lG.O +�,q •8R.0 +�.b -80.0 .+80.0 ••80.0 +80. Iff -�.o +7¢e 76.6 +75LO -70.0 t78.a 70.0 +7aa 7d.d 63" A„ +65Lq MEETUUG RAG. +�.o -�.o +�.o .eQ.o +t6.6 -71.6 +70.0 -Ito +68.6 .�.6 +67.6 $7.a 63118" A, +60.q -BLO +80.0 -80.0 +80.0 CUSTOM VIEW 6 RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WJ HIGH SILL OPTION,, TABLE 9. � -76.0 BASED ON FLANGED OW IP Tp TT DIMEN IONS w Nr. +68.7 YYUrtl70W HISSW IM 8ABH HEIGHT (NNL N►INDDW HT. Wl BASH* 76" FLAN81� AND 78" INTEGRAL V" .Co MINUS +66.6 WIDTH GLASS TYPE 171!6" 221U70" 26 3114" 33 314" 3111646" 4413116" 5i0 3w 6616116" sASH L+PTO� 63118" . D, F.J,K,L +80.8 -K0 +60q -80.0 +80.8 •80.0 +MO -WO +70.0 70.0 +70.0 70.0 +70,8 70.q +70.0 70.0 HT. HT. MEETING RAIL +68.0 TEST REPORTS TABLE 4. "X' ol -eoa 6118 LAW - 118A..t�1,1/8A FTL•4047, 4048, 4723 4667 •eoa +BI.b S.61118" LAMI -(l A,.q�,V M$) FTL- 4847,4046 +7d.o Tao C. fHIW LAMI - 1/8i18,.0901/VW FTL-4847, 4848 0 -�.0 D. 7118° LAW - 10"A,.=, 3116 "A FTL -4846, 4R6 -80.0 E, 7110" LAMI - (3/18A,.060, 3V19M) FTL4$46 . �'dmR"�" F. 7118" IAMl- (3M0°H$,A30, 31!" FTL-4W G. 13110° LAND tG -110" T. AIR SPACE. 6110° LAMI - lWA,.=,118'A) FTL- 4040.4723 Accepmnarto 4% K 13110` LAMI 10 -118° T, AIR SPACE, VIV LAMI - (IWA,.0600W FTLAW L 1311W LANG IG - iAr T. AIR SPACE, 6118° LANG - 1/BFSS,.080,1/0'H8) FTL J.1348 LAMI IG - VV T. AIR SPACE, 7110" LAMI • 18A,.060, 3flWA) FTL- 4046, 46$0 K. 13118 LAMI X8 - UB T. AIR SPACE, 7110' LAMI- (3118A,.0656 311" FTLASO, 4060.4900 L 13118 LAMI IG -116' T. AIR SPACE, 7/18 LANG- -00% 3110M M -4846, fit) tt i I t i f AA. 13118 LAMI R3 -1118 ��p�� LY PIOTES' ,WINDOWS WITH THE LOW SIF L OPTION ARE LIMITED TO A POSITIVE DESIC3N PRESSURE OF +64 0 P3F OR LOWER As SHOWN OV THE TABLES. NEGATME DESIGN SURFS ARE UNEFFECTED. ; '1C ; Na• 58 • 2. FOR 1 TA0LE3 3 AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/6' MINIMUM TO 38 MAXIMUM. - fc ..r olsroN I�iESSLMiES ff1C7H! d NOt2iANC+1?871tNB@T Imo r�proLO9nDwVH JJt t Q C} 4V- 6.A887YP67O7 pA,0m B Mtn VC ', ' .. FLO P' ��• •, F fume a na t� S/NQLff HL IMNDs�{N 1AIirPACT A icvriSt4h�IiH.LE:1 P E. �bdylktmr aww A1T8 3 a 11 404400 G FL P.E.# 66706 FdG �rsN7 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL. FIN WINDOWS Wl HIGH SILL OPTION � BASED ON FLANGED WINDOWTIP TO -TO RAME DIMEN8ION8 • xnlroDar IIOGHT yyryp� GLASS TYPE � 316" 44" � 6!6" 03" 72" 74" TABLE 2. 78" a6" A, ,M +60.0 .�.a +6R.o •�.o +60.0 -�I.o +60.0 -68.0 +io.o 70.0 +7Q.a 70.0 +70.8 70.0. 60" A.B.M +60.0 -�.o +60.0 -w.a +6uo -�.o +7¢e 76.6 +75LO -70.0 t78.a 70.0 +7aa 7d.d 63" A„ +65Lq -oaa +�.o -�.o +�.o .eQ.o +t6.6 -71.6 +70.0 -Ito +68.6 .�.6 +67.6 $7.a 63118" A, +60.q -BLO +80.0 -80.0 +80.0 •80.R +76.0 -76.0 +08.0 48f.R +68.7 •88.7 +66.6 •88.8 L+PTO� C,D, �. ,M,LJ,K,L +68.0 -651:4 +�.o -eoa +�.Q •eoa +BI.b -�.o +7d.o Tao +70.4 0 -�.0 +8ti.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL. FIN WINDOWS Wl HIGH SILL OPTION � BASED ON FLANGED WINDOWTIP TO -TO RAME DIMEN8ION8 • xnlroDar IIOGHT yyryp� GLASS TYPE � 316" 44" � 6!6" 03" 72" 74" TABLE 2. 78" a6" A, ,M +60.0 .�.a +6R.o •�.o +60.0 -�I.o +60.0 -68.0 +io.o 70.0 +7Q.a 70.0 +70.8 70.0. 60" A.B.M +60.0 -�.o +60.0 -w.a +6uo -�.o +7¢e 76.6 +75LO -70.0 t78.a 70.0 +7aa 7d.d 63" A„ +65Lq -oaa +�.o -�.o +�.o .eQ.o +t6.6 -71.6 +70.0 -Ito +68.6 .�.6 +67.6 $7.a 63118" A, +60.q -BLO +80.0 -80.0 +80.0 •80.R +76.0 -76.0 +08.0 48f.R +68.7 •88.7 +66.6 •88.8 L+PTO� C,D, �. ,M,LJ,K,L +68.0 -651:4 +�.o -eoa +�.Q •eoa +BI.b -�.o +7d.o Tao +70.4 Ida +70.4 70.0 63 iff MAX. FLANGED WIDTH 621f8° MAX. I.F. WIDTH 48 &W MAX. FO E•D D C DLO (ALL) 4 7b° MAX � 717 MAX. 76° SEE DLO LF. I A A I.F. C� I.F. TABLE 0 / D-+� HEI SEE DLO HEI HT SEE DLO HFJI *IT TABLE 0 j TABLE O L70"1 AX I 78° L 76"1 AX. FLANGED L FLANGED FLANGED 7!18° HEIGHT HEI HEI lHT SEE L° x "" y, �/ SEE DLO SEE MAX) HEI HT TABLE = / 4 TABLE x / NO 4 481/4° LOCAL DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1/1 B E—1 M8° MAX 78° MAX 1. SEE DLO I HSI E—J HEIGHT TABLE O STS O / I 78° / 76MAX FLANGED FLANGED HEI HT SEE DLO TABLE X I S gH SEE DLO TABLE X A8 ROrt` HEKttff HEIGHT �AcoNo i. �a% tdL B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) tI111I NOTES: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS,-- 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. I SEE SHEETS 8 THROL)GH 11 FOR ANCHORAGE INFOFWATION. A = * ; No• ten' 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B &Q ARE BASED ON A THREE OVER TWO FORMAT. _ * t( oewvr� stA Pit •�ze dd 14WOMI b AIOQt!/MKstES7f138fff1?T ,U70 ELEVAnON3 -o,� •.. ......... LORS P: �G`: wr .ta• chat C MOCHAMMM STMT NCK M18,FL$W5 ' -,F�j' rG,.�� iwwsp m ALUM. SINGLE HUNG WINDOW M+IPACT t,. FJC JVMM 8 AOO(A//EDItALFUN MaADTESAODl�TEa t FLBffi�4 1 Jb1FBuaer �"°�0� aaw pta Rn° A.LYi�9kdllLtili P.E. FJC 9l1� dd. Mow 8H700 NTS 4 a i9 4044 0 a FLP.E.#88706 VERTICAL pPENIMfl gCED LITE LOW HIGH DETAIL $ILL SILL A 3d 1/2" 34 �1 B 41618° 411ld" C 41 1f4° 40 7/8" D 62 618° 62 11/18° E 1/d° 62 6H8° SASH* LOW HIGH tA SILL SILL 341!2" 34 3118° 27 7 8° 27118° 27 7118° 118° 18318° 15314° 18 3B" 153/4" TABLE 6. I+- 2.784• INSIDE Q4 (LOW SILL) SEE NOTE ABOVE nULIRALIFT 12 ONLY NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS. (1) IF FROM EACH SIDE OF SASH. INSIDE r -MAX VENT DAYLIGHT OPENING _I I a" IV •; I 0 I— NOTE. BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,99,15, 0) f I I I OUTSIDE MAX. FIXED LIVE DAYLIGHT OPENING r MAX. WIDTH SECTION A A INTEGRAL FIN (I.F.) FRAME SECTIONS �ysmE 47 T2 HIGH SILL 2 LOW H SILL LOW SILL HEAD ?I 10 &.F. FRAME OUTBID IE (HIGH SILL) ULTRALIFT 12 ONLY ALTERNATE HIGH SILL T SECTI" NOKOkg6, RFL 8x4'76 �' S PA. AM % R 84274 Wsft Alsaw BHam SECTION C-C RADIUSTOP DETAIL - FLANGED V S a 11 '- 4040.20 Florwa LYNN ...... % / FcOR�P• SIQNA A. LYWftllffkWE. FL P.E.# 88708 MW '!�B t�otgsl214 i 47 FRAME, I.F. HEAD ® #4071A,6063 -Ts ® 48 FRAME, I.F. LOW SILL #4072A, 6003 -TB FRAME I.F. M 1 891 ® #40711A, SM-76 j�FRAME, I.F. JAMB ® #W43,6083-TO (USED AS RADIUS TOP HEAD) I NMI .0 ar s9 1 420 �tJO 4pgE� �''f�FSSIQNP� `'` A.LY�INMN P.E. FL P.E.# 86708 � -+---- 2.764- ---�•{ 1.381 .iL_— .432 O FLANGE FRAME HEAD 04002A, 6003 -T6 FLANGE FRAME JAMB #4004, M-T3 (USED AS RADIUS TOP HEAD) I .032 I 2.834 � I i � —z.7ea I O FLANGE FRAME SILL (LO M I #44030, 8003 -TB OSASH STOP #4028,8033 -TS -11 9'342 .482 On- FIXED ilia 21 MEETING RAIL gS SASH TOP RAIL #4084A,3033HDfi3 #40060,0082HS•TO f-1.513--j 736 .04U 1 SASH STOP COVER #4063,6034B E23, A .-I.F. FRAME r SEALANT ALONG ENTIRE JOINT SEALANT OR GASKET AT HEAD AND SILL I VIEW D-D (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) FRAME CORNER 1.168 r»-- .082 ° J 31 SASH SIDE RAIL #4008,6003•T5 n 26 SASH BOTTOM RAIL (LO) #4007,6063 T3 Eow I I,we e 1.090 T GLAZING BEAD 7116" #4222,eO83 -T6 il)WA. 2.734 (� FLAE FRAME SILL (HIGH) ( SASHO T RAIL (HIGH) �/ 6033 -T8 V =W11=4 .430 - I— , 1.118- -I- m - GLAZING BEAD, 7116" # D NI% (USE GRILL KKT) 41 !lUu] .378 VIEW E -E (RADIUS TOP HEAD ONLY) .osG .s;•3 1.080-- �•+ —►I 42 GLAZING BEA . 6/16" PI #40443,0083 -T5 Em (USED W/ GRILL KT) A -60 irf,_ T}11 SHOO I Ha f 1 7 x It I 40442A 53708 k stosoF .SSIONAL A. LYmI ilih P.E. FL P.E.# W705 ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLE 8. WgVDOW HE SUBSTRATE: 28.603 34.603 1 40.603 1 46.603 CSIOD3 58803 64.603 78.000 HEAR 2 JAMB ABOVE 2 3 MTG. RAIL 0 oZo oZoM�ayNple JAMB BELOW MTG. RAIL * +1 Z"ONpZ�ps"'�N'Z 8 ` 8 8 `� � U zz pN 4040.20 .-'` �NZPZ � V V ONpz—pZR3� �� o�Z U WINDOW GLASS U U U s U� U � U ci U WIDTH TYPE g $ C,D,E,F,Q 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 _9 9 _9 1 1 1 1 H'I,J'K'L 121111121112221222222222222222222Z22222222232Z33 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A 121111t12 11122212222222222222222222222222222 3 33 C,D,E,F,Q 1 1 _1 _1_ H,I,J,K,L 1211121212221222222 .222222222232222232223332233 24.000 1 1 1 1 121112121212221222222222222222232222232223332233 _1 _1_ _1 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 7 1 2 1 1 2 1 1 H,IA&L. 1292222322231223232223232223332233343233343344. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 aBM 1212222822231223232223232223832283343233343344 t12 C,D,E,F,Q 1 1 1 1 1 2 1 1 2 1 2 2 1 2 Z 1 2 2 1 2 2 1 2 f37.0)M H, IJKL221222232923222323222329232 342333343334353344 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 �M 229222231223232223232223232 23342333343334353344 PS 79 C,D,E,FQ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 22122223222323222323232324 2333342334353334453344 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a a 2 2 2 AB,M 227222232223232223 2323232423333423343833344b3344 PS 79 C,D,E,FG, 2 2 2 Z 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,JK,L 2 222 2 2 2 3222 32 322 3324 2 3 3334 2 3 3 3 342 3.31 4 3 b 3 3344 5 3445 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 A,BM 2222222322232322332423333423333423343533 44d534d5 PSF 79 79 G,D,E,F,4 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48,000 H,IJ,K,t 22222223222334233334233484233435333435334548345b 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 rAB,M 22222322233423393423343428343b333435334b483455 79 79 2 2 2 2 2 2 2 2 2 2 2 3 2 Z 3 2 2 3 2 3 3 2 3 53.125 222223222334233434233434 3334353344483445483458 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 AB,M 22222223a22334Z33 4342334343334353344453345483445 vae+Nc� rcawM 2%14 V.LW SMILE HUNG M I 8 -11 1. ANCHOR TYPES: 1 -1 f4 ELCO TAPCONS ® 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE TIN[i DIME�j$IQN Ur MAX. FROM TOP CORNERS 111° MAX FROM TOP CORNERS " MAX. FROM BOTTOM CORNERS MAX BELOW MTG. RAIL CHORS 3 INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF it 2. 4. 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 ITAUCIZE•D 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) 198 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) 111 u e \�� y \"N M %(j HEAR 2 JAMB ABOVE 2 3 MTG. RAIL `�� Zo • RISE 7o JAMB BELOW MTG. RAIL * +1 ` fiNDOWS W, tMAACT A LrYfdl(JIOLWP E 4040.20 D FL P.E.# 58795 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE. 29.655 37.155 44.355 52.155 1 59.855 87.165 74.885 78.00D ANCHOR TYPE. a v U a v v o v a o v v 0 o U o v v GLASS � cj pnMi Nz� Zrs Np -p�� +oz�zO* aoa�-pZa i`+pz�pZ�Mri �,zrz WIDTH TYPE "- 8 8 8 a ti U U U U $. 8 $ I > i4DE,FG. H,IAK,L 1 1 9 1 1111 1 1 2221 _1 1 22222122222222222222222222322232 1 1 1 1 1 1 1 1 1 1 1 1 M3�12 1 1 1 19.125 &S M 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 3 2 2 2 3 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 24.000 HIJKL 1 1 1 1 _1 1 1 2 2 1 1 2T2 2 2 2 2 2 2 _1 2 2 2 2 2 2 _1_ 2 2 2L2 312 3 2 2 2 3 2 _1 3 2 2 2 3 2 3 2 2 2 3 2 A,B.M 1 1 1 i 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 222122223232212 2 2 2 2 2 2 2 2 3 2 3 2 3 2 3 2 2 2 3 2 3 2 212 2 PSF 68 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 1 32.000 H.4J.K.L 11 1 11 7 222222232222332233333233332233433243433243 A,S,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 PSF 59 07 79 C,D,E,F.G, 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 S7.0W H,I,J.K,L 11 1 111 2 22222232223332233333343333233433243443243 A,B,M 1 1 1 2 1 1 2 1 2 2. 1 2 2 i 2 2 1 2 2 1 2 2 1 2 1111112222222322233322333333433332334332d3d43243 P 54 79 62 79 40.000 C„D.E,F,G, KI.4K.L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1111112222222322333322 33433343333343443343443353 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111111222222232233332233433343333343443343443353 PSF .4t9 78 78 78 C,D,E,F,G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2. 2 2 2 2 2 2 2 2 44.000 H.b4K.L 111111 22222233223334 2333443343443343443343443354 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1111112222223322333423334433434433434433434433b4 PSF 45 74 51 74 79 79 C.D,E,F•G, 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 1 2 3 2 2 48.00D H,LAK,L 111111 222222SS22333433334433444433444443544443b4 A,B.M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 1 2 3 2 2 1 1 111 111 212 2 2 2 2 313 2L2 3 3 314 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 b 4 PSF 41 67 49 57 78 79 C,D,E,F,% 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 63.125 H,WK.L -fl -I -1F1 1 1 2 2 2 2 2 2 33 3 3 3 3443 34444 334444 3344554 3 846 5:4L3 54 ABM 2 2 2 2 2 2 5 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 1 1 1 1 1 1 2 2 2 2 Z 2 S 3 3.3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 414 3131414151414131514 5 4 4 3 5 4 1. ANCHOR TYPES: 1 -1W ELCO TAPC ONS 2 -1W ELC O SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18112° MAX. FROM TOP CORNERS JAMBS - 171/1° MAX. FROM TOP CORNERS 1W MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL �3ILL- ANCHORS NOT I�CSUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL. FIN DIMENSIONS ARE 1" LESS. ESIG�P,�88URE UMITATIOf!i SIZE BLOCKS OF THE NT 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.- JAMB ABOVE MM RAIL =3a 3 3 aai$co JAMB BELOW MI C3. RAIL (FULL LIVII I I > > u l l r HEAD 2 2 � �.�` y dVNN Ql Frc rvt�na m eras vosq�c+ —+-+— ALUM MLEH N �, ,��• e,r ma .,_, s �,PL842f4 Kstb�""'— gN/00 A?S $ a 11 '�494D -id D FL P.E.:i6870bP.E. ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: WINDOW G WIDTHTYPE$ ABOVE MEETING RAIL EAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. DOW HE MINUS SASH HEIGHT FROM TABLES. 17.125 1 1 22.668 28.211 21.776 33,754 24.776 39.296 44.839 50. 31.10018 55.926 � C N U GiUU o y �18ri N Q �° Qv Nz- Q H0a ��Qp N Z- co 0 In -8 UNQ 4 8' Mo '4 �Z- Z c� 19.126 D,E,F J, XL f ' 1 - 1 1 - 2 1 42 1 - 2 1 2 9 3 - 1 - 2 1 2 1 2 1 .2 1 - -2. 1 . 2 1 .._2_- 1 .3w 1 ..2- 1 3 1 _3_ 1 _.2... 1 _-3._ 1 - 3 -.._.3 1 . 1 24000 D,E,FA KL 1- 1 1 1 1 1 -1 2 1 2 1 2 1 2 1 2 1 2 1 2- 1 Y--3 1 1 3 1 3 1 _3 _ 1 3_ 1 2_.._3 1 1 -3 1 _.3 1 3.- 1 3 1 -i- 1 4 1 D,E,F,J. 1 "1 1 1 1 1 2 1 1 2 2 3 N 4 2 3 4 2 3 79 K,L _ 1 1 1 2 2 2 3 2 3 3 1 3 3 3 tl2� 1 3 4 3 4 4 3 4 5 3 6 PSF 2 2 79 3 2 3 3 2 3 3 3 3 4 3 4 4 3 4 37.000 D,E,FA KL 1 1- 1 .. 1- 1 9- 2 2 1 a 2 Y 2 -3 1 2 2 3-FT-1-1--j-4 ° 2 2 2 2 -3 1 3 2 _3° 2 4 1 3 2 4 2 4 1 -4 2 3 Z S 1 4 2 5' 72 P . 79 79 79 79 2 2 2 2 2 3 40.004 D,E,F,J, 2 2 2 2 2 Y 2 2 Y 170 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 3 1 4 K,L 1 1 1 2 2 2 3 3 3 4 3� 4 4 3 4 4 3 S 4 4 5 5 4 3 PS 79 76 79 77 79 79 44.000 D,E,FA 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 3 4 3 5 5 4 5 5 4,6 PSF 78 79 70 79 79 71 79 73 76 48.000 D E,F,J, Y 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 6 3 4 8 S 4 6 8 6 8 PS 71 79 83 71 79 66 74 88 77 89 89 63.126 O,E,F,J, 2 2 Y 2 Y 2 8 2 2 8 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 7 1 9 Y 2 2 3 3 8 4 4 4 6 4 5 8- 6 8 8 4-1- 7-1 8 $ 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TA13LE S. SASH HEt3iT SUBSTRATE. ANCHOR E 12.778 1 15.778 1 18.776 21.776 24.776 30.778 31.10018 � N$ ^8�QN �18ri � N$'g1Q N � co 0 la (Qy� �TM 19.12 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 24AM 2 1 1 2 1 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 N 4 2 3 4 2 3 79 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 40.000 74 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 4 4 3 4 44.000 SB 78 2 2 2 2 2 2 3 2 3 3 3 3 6 3 4 $ 3 4 48.000 83 72 70 2 2 2 2 2 2 3 — 2 3 4 3 3 4 3 1 4 1 4 1 3 1 4 1 $ 1 3 1 4 5 F3 F 4 53.125 73 88 72 2 1 2 1 2 2 2 2 3 3 4 3 1 4 4 3 1 4 1 $ 1 3 1 4 1 $ 1 3 1 $ 1 $ 1 3 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPOONS 2 -11V ELCO SS4 CRETE -FLEX 3 -012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS' HEAD - 18112° MAX. FROM CORNERS JAMBS -17 VZ" MAX. FROM TOP CORNERS 111PZ° MAX. ABOVE THE MEETING RAIL W MAX. BELOW MTG. RAIL 16° MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHOOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES T. AND S. USING 111E 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 WNDOM ARE 12 5W MIN. TO 3r MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 8. DESIGN PRESSURE UMOMONS: 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 TABLE 7. KEY: MAX: PSF tDP LERIrED)l 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL FU( LL DP) HEAD 2 JAMBABOVE 4 MTG. RAIL. TABLE 8. KEY: MAX PSF "w°". -- SDP LUUfiEDI 112 JAMB BELOW 2 1 tt t t I I MTG. RAIL `�C�SL 1Y....M!C(� ire yl6EN T 3F No.59T055 M of FULL DP JAMB BELOW 2 - MTG. RAL FJG ttft3� a 1�8TRACTED8Y8721r as t+� ALUM. SINGLE HUNG fMNDOW, IMPACT I , ,�� & Pednr saaNOae ea a.+ro+�+ �. A LYNI�IWI12 P.E. erc 70*ms 1 29SAV NTS 10 s 11 4040.21! D FLP.EJt68705 A 3.38 KSI MIN. CONCRETE OPTIONAL 1x wow mm (SEE NOTE 4) in, E TERIOR INTERIOR (ALL HEAD AND SILL DETAI ) CONCRETE ANCHOR (SEE NOTE 1 & 3) A 2x WOOD BUCK I &(SEE NOTE 4)� DETAIL A 13W.. MIN., 114' TAPOONA 4�314 -MMIN.,114- CRETE -FLEX FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONL APPROVED 114' ELCO TAPCON I3 1 3tc WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G$) OR (SEE NOTE 2 & 3),& 114' S84 CRETE -FLEX. 3 FLAT HEAD ANCHORS WHERE REQUIRED MUST HAVE #12 TRIMFIT HEADS DETAIL B 1, MIN], - = _ c fIM�I�/l��N ��I lt� •- I F V CK OPflONAL WITH SOLID CONCRETE SU TE (SEE NOTE 4% DETAIL C .131° DIA. MIN. x 21Y2' NAIL, AT CORNERS AND W O.C. iiii<I1111111 i DETAIL F, (HEAD) MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY 13E 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. S. 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 FSC CURRENT, EDITION, SECTION 2003.3.4 M PPLEMENT 2004 WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)® DETAIL D ip INTERIOR (ALL JAMB DETAILS) EXTERIOR lu 114' 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WIiOSE MAX TOTAL THICKNESS IS LESS THAN 1 112'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112' FT 3w THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE $. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF FRAME 8634$ AND A MINIMUM OF 113' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 114' OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX SHIM 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 1, MIN], - = _ c fIM�I�/l��N ��I lt� •- I F V CK OPflONAL WITH SOLID CONCRETE SU TE (SEE NOTE 4% DETAIL C .131° DIA. MIN. x 21Y2' NAIL, AT CORNERS AND W O.C. iiii<I1111111 i DETAIL F, (HEAD) MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY 13E 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. S. 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 FSC CURRENT, EDITION, SECTION 2003.3.4 M PPLEMENT 2004 WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)® DETAIL D ip INTERIOR (ALL JAMB DETAILS) EXTERIOR lu 114' MAX SHIM WOOD FRAME FRAME a= .131° DIA. MIN. x 2 112" NAIL, P.a AT CORNERS AND W O.C. x 21(2NAI, ATCORNERS AND $' O.C. DETAIL E. (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 496M 21%. a DETAIL AIL G, (SILL) a ww INTS1 11 111 •►S t4o.66705 '. evc 0 . .......... •�0,; IMPACT �;5`SIONA� -� A. l� MILL'90 ; P.E. 4040 -20 O FLP.E.#$870$ i3.�, JMPACT Pal www,miaMfd#de.gov1eeg_n tn_ PGT Industries 1070 Technology Drive North Venice, 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 and accepted by Miami —Dada 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 "PW 701/ 720 / 820" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. NOD-7204120, titled "Series Fixed Window Installation Guidelines ", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami --Dade County Product Control Section Renewal 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 and renews NOA No. 11- 1110.15 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. NOA No. 134502.03 MU MIC ECClUi�T1f ' Expiration Date: February 14, 2019 ' ' Approval Date: July18, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines ", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 2411.3.2.1, and TAS 202 -94 along with marked up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., 'Pest Report No. FTL- -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI x3835 and FTL -3850, dated' 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NQA No. 03-1105. 01) 1- /----1 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying 'th FBC 2010, prepared by manufacture, dated 04 /29/13, signed and sealed by thony L. Miller, P. E. 2. Glazing complies with ASTM B1300 -09 D. QUALI'T`Y ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascoh, P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGIas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR 14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property -- Compression Set for 22 HRS 158 °F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW 701 Aluminum Fixed Window --- L.M.I." approved on 02/02/12 and expiring on 02/19/14. Jaime D. Gascon, . . Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: JulylS, 2013 E--- -2 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY _1 HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3(r IN THE HVHZ, THE OUTBOARD UTE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAM60ADE COUNTY. USE ONLY MIAMI -DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM OW CONCRETE MASONRY / UNITS AND CONCRETE WITH MIN. XSI PERANCHOR 7YPF 4) ALL WOOD DUCKS LEN THAN I-Vr THICK ARE TO BE IMPACT HATINO CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE RATED FOR LARGE & SMALL OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. - WOOD BUCKS DEPICTED AS 2X ARE 1.1mTHXKOR 1TMAX GREATER. IX AND 2X BUCKS (WHEN UM) SHALLBE Q.C. DESIGNED TO PROPERLY TRANSFER LOADS TO THE MAX. STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS I THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR - ARCHITECT OF RECORD. (AIR). 4 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 13E 7/18 Lend 18' H8- 080 SO -3118' HS BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF �- SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED 6 ON ALL FOUR CORNERS OF THE FRAME. INWALLATION 1- 1t18'LemLro Mir T- 7N6'Ai- 3tIVHS- .090'30 -311W ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFIASHING STRATEGY FOR WATER RESISTANCE OF 8' INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX, THE SCOPE OF THESE INSTRUCITONS. / 0) MAX 114' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, SYOTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEMBYTHE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTUNAUCYCIE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E130049. B. POSITIVE DESIGN LOAM BASED ON WATERTEST PRESSURE.STRUCTURALICYCLE TESTPRESSURE ,FRAME ANALYSIS AND GLASS PER ASTM E1399-09. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1t3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE RFAUIRE ENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL.3836, 3&50 & 72125 ELCO ULTRACON NOA, E-CO CRETEFLEX NOAS ANS /AF &PA NDSFORWOODOONSTRUCTION - (2006)ANDADM ALUMINUM DESIGN MANUAL - (2008). 10 }THE 720 SERIES USESA PVS INTERLAYER, THE 820 SERIES USES AN $G INTERLAYER. THE 7W AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES, DESIGN PRESSURE RATING IMPACT HATINO VARIES. RATED FOR LARGE & SMALL SEE SHEETS 2 -6 MISSILE IMPACT RESISTANCE 48' TIP- TO-TIP WIDTH - 4PBUCKWIDTH 48"SUCKWIDTH 48"BUCXWIDTH _ 44-IWVISME 484CVISIBLE 4S11R•ifl&BLE LIGHT WIDTH LIGHTWIDTH LIGHTWIDTH 8' MAX. F. SHEET 8 ("— 2' MAX B sHEET B SHE H SHEET S C I, SHEET 8 E. SHEET 8 SHEETS SHEETT I SHEET O.SHEETB eSCK HEIGHT 4 BUCK (' L— HEIGHT T 93.1/4' -I -- / -- 92 -114" - - - -- 1 VISIBLE i VISIBLE IT MAX % 934W / LIGHT t.IC#iT O.C. I VISIBLE 6" MAX. I HEIGHT i fIBtOHT 96' I LIGHT O.C. H I / EIGHT � BllCI Tip-To TiP I I HEt6 INEtORT F, SHEET 8 �-�-- iT .C. MAX T I i'f-- tY NWX.O.C. T MAX H. SHEET 9 Lr MAX OG. SHEET 7 3HEET8 TYP. FLANGED FRAME TYP. EQUAL -LEO FRAME TYP. FIN FRAME ELEVATION ELEVATION {TESTED UNIT} ELEVAT)ON (TESTED UN1Ti {TESTE DUN IT) GUIDE TO SHEETS: GENERAL NOTES— 1 GLAZING MIA"- ......_......._... 2-6 DESIGN PRESSURES..._._......_ 2.6 INSTALLATION, FLANGE.»........ 6 INSTALLATION. EQUAL4.EO.__.. 7 INSTALLATION•INT.FINA. __8 INSTALLATION. INT. FIN B.._ ._ 8 CORNER ASSEMBLY......«....« -10 EXTRUSION PROFILESw.._.._.._10 PARTS UST ... ..............._...._........10 TARI F I- ry� � 1TO.C. f 7f 6 lemU 18'An- mrPVS- IT O.C. MAX . d' ' J-1 V) Or ,- ttWLemi.ro 18'T- 7118" - 3113'An- .090'PVB- 18'HS MAX. 4 I 3 ry� � aim 1 7f 6 lemU 18'An- mrPVS- 2 d' ' t+V6 - 3t IT HS V) 3 ,- ttWLemi.ro 18'T- 7118" - 3113'An- .090'PVB- 18'HS 3 4 1.1118'LOML10 T- 7118 'Atr- 3/16•HS- .0WPVB- 3N8"HS 3 6 7H8' IAtIN 18' An -./ 30.3/18" ArQ 4 8 7/18 Lend 18' H8- 080 SO -3118' HS 4 7 11-1110' Lent ' IB' T• 71i8 "Alr•3/1@'An•.080•SCi- 3t16'An 6 8 1- 1t18'LemLro Mir T- 7N6'Ai- 3tIVHS- .090'30 -311W 6 'SG' >'DUPONT® sENTRyGLHS INTERLAYER' BY E.I. DUPONT OENEMOURB & CO., INC. WIDTH =i I"'- WIDTH --I F_ WIDTH WIDTH -'i U i.�_ _I NTH --i 1 1 I- WIDTH -•^I -fir -- - --I �-J - -- �I I iL_ J I-- WIDTH —i ZI I Ir WIDTH --i �r iL J i•- WIDTH i z F A LYNN MIUER.P.E � y N Tom-. 8700 d' ' V) L�5 tWD v_i z Lu g �yzl m4 O ow ° <Z LL v Q LL a N Z o6 y Z eOO q Z ettft '� F A LYNN MIUER.P.E 711 W LAMINATED _...� GLASS STACK .I,- .080" PV8 tNT'ERLAYER 3115' ANNEALED GLASS 3f18' HEAT STRENGTHENED GLASS _ USED AT CURVED FRAME MEMBERS ONLY Q 11 -718' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP- TO.TB' DIMENSION TO DETERMINE THE SUCK DIMENSION, 2) FOR SIZES NOT SHOWN, ROUND U_TO THE NEXT AVAILABLE SHORr OR LONG DIMENSION. 3) roitm HITEOTl1RAL WINDOWS. FIND7HE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL meNBl0N3 COMPLETELY FIT WITHIN. Window- Design Pressure ( +F,psf) for Mass Type 1 e A PVB 67. 72 78 80 1 84 1 IN 92 98 1 100 104 I -112 30 +1.80 0.60 +4811 +140 040 +1.80 080 +180 0441 040 4180 32 +1.80 080 +480 +80 +t + /-00 +1.80 +180 +1.80 +180 +1.80 -+7:U-- +lam -4-14W- +tBD + 0-80 +180 080 +l +180 086 6 +480 0.80 +140 •� 080 + /80 +1 -78.7 +177.2 +1 1 +473,4 +180 38 +180 +180 4180 +ISD +/40 +4751 :/75.2 +•725 +470.3 +188.5 H853 40 080 N 80 08D + +t -77.2 +1.74.3 */71.3 +46r $ + ,1 +t +1.61.0 089 42 +180 +t4H1 +180 0 -71.4 +1-14.3 +171.3 N- 88.2 +464.7 +481.8 +159.8 +1-552 +48.9 44 +1.80 0-80 +1 -78.9 0- .4 + - *! �$ N 65 6 +4622 +159.7 N57.5 087.6 48 +180 +1-80 +1 -772 +1 -73.6 +1 -70.1 +1-856 +1-03.5 +853 4a.7 -*1-7r4- +/ -71.7 + 451 +1.60 0.79.3 +1 -75.6 +171.9 +! 3 0449 +401.5 +/552 086 0 -77.2 41433 f52 + /80 +1.77.5 +1.74.1 71-40.3 +/ 7 +1$31 0 .7 41-W +180 + +679.4 0.763 +/ -79.1 +1.75.6 +f -72.4 +488.6 +74#.1 +461.8 54 +1 -71.4 +473.9 +f -70.5 H87. 4.03.5 gq .66 +780 50 +4758 +672 +/ -68.8 0�.3 58 +140 58 +1.74.2 +470.3 008.8 58 ♦ 60 +1-727 + 7 +145 6D 41.80 +141.6 0 -71.2 X-11 62 040 64 +1897 1 +1-w5 84 0-758 66 4/.3.3 +1.77.2 67 -718 +147 87418 711 W LAMINATED _...� GLASS STACK .I,- .080" PV8 tNT'ERLAYER 3115' ANNEALED GLASS 3f18' HEAT STRENGTHENED GLASS _ USED AT CURVED FRAME MEMBERS ONLY Q 11 -718' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP- TO.TB' DIMENSION TO DETERMINE THE SUCK DIMENSION, 2) FOR SIZES NOT SHOWN, ROUND U_TO THE NEXT AVAILABLE SHORr OR LONG DIMENSION. 3) roitm HITEOTl1RAL WINDOWS. FIND7HE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL meNBl0N3 COMPLETELY FIT WITHIN. i 60 GLASS SITE GLASS TYPE 1 + - LONG SIDE T- SHORT SIDE t �-.-- LONG 347E --►� SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLYOR HORIZONTALLY AS SHOWN. t� 1- 1116' NOM. +.� T1i8"LAMWATEO OIle98 STAgC I -a.{ F+- GLASS STACK 3H8' HEAT SHORT 3J18'TEMPEREDGLASS T�' 14>- 3Tl>£NOTHENI IGLAS3 ME 1) DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I- FROM THE TIF-TO•TIP DIMENSION TO DETERMINE THE 8=01 AENSION. 2)FORSDES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS OOMPLETELY FIT WITHIN- v i n / + © fl t - 3110" ANNEALED GLASS Window design Pressure ( +h, psf) for (Ross Type 3 e A PVB 87 -715 72 78 80 1 84 86 92 98 im 104 169.1!2 30 +1 0.80 +140 + 180 4w 0A0 +480 + 1•80 +496 +-60 080 32 +180 +1-60 0.80 +•80 080 0m +l +189 +1-80 +1.80 0-W +1-00 +l 0 03 + 80 + o +l +180 086 6 +680 +80 +480 •� +180 +180 0-85 040 +180 --+W4 +-w +180 38 +f40 +150 +14 080 +80 086 0.80 +l-8D. +76.4 +1 -74.3 40 + 80 + + +t + 0 +1 -+7 -757 + 0.709 089 42 +180 1180 +I80 +140 +W 080 0-77 -731 04 .6 +48.9 +! 4 0 +1811 +480 +180 +146 +677.8 +1 -74. 1 +70.3 087.6 0839 40 + + +145 +1410 +_79.2 -*1-7r4- +/ -71.7 + 451 0 1 'a 48 +180 +1.80 086 0 -77.2 41433 +149.5 +145.8 50 41-W +180 + +679.4 0.763 0- 71.3 087.5 0-77.7 *I- n6 -ms gq .66 +780 0.79.6 0 -78 0 -71.8 58 +140 80 +147.5 +/.73.8 58 ♦ +6 . +. 6D 41.80 +141.6 +1-736 62 040 +175.6 84 0-758 044 +1.77.2 87418 +1.74.9 i 60 GLASS SITE GLASS TYPE 1 + - LONG SIDE T- SHORT SIDE t �-.-- LONG 347E --►� SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLYOR HORIZONTALLY AS SHOWN. t� 1- 1116' NOM. +.� T1i8"LAMWATEO OIle98 STAgC I -a.{ F+- GLASS STACK 3H8' HEAT SHORT 3J18'TEMPEREDGLASS T�' 14>- 3Tl>£NOTHENI IGLAS3 ME 1) DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I- FROM THE TIF-TO•TIP DIMENSION TO DETERMINE THE 8=01 AENSION. 2)FORSDES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS OOMPLETELY FIT WITHIN- v i n / + © fl t - 3110" ANNEALED GLASS A PVB ' INrERLAYER LONG sw SIDE GLASS BITE l3 I SHORT+ SIDE 11111nnnU //r LYNN &, j�rrrrr Ar N0.58706 STA E <t1: •.,ktDittyP.• C, "'I', S /ONAL �'.�`` 111111111 0 A. LYNN MILLER P.M NO 1) BTBUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT t' FROM THE TIP -TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENS ION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LANG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1.1118' NOM. 7118' LAMINATED CB.ASS STACK 7118' LAMINATED GLASS $TACK GLASS STACK [-LASS ' PVB INTEIV AYER 3f18' TEMPERED GLASS 3118' HEAT STRENGTHENED fitASB 18" HEAT 3118" NEAT STRENGTHENED GLASS 3H8'HEATSTRENGTHENEDGLASS TRENGTHENED GLASS 7N8'ATRSPACE 00 PVBINTERLAYEH 4 18 USED aT CURbEO USED AT CURVED FRAMEMEMSERSOT0.Y 2g 8�' FRAME MEMBERS ONLY 2$ @ 11 -7AY O.C. MAX. $TTE (� 11 -71 0.0. MAIL GLASS SITE GLASS TYPE 2 SMRIOR GLASS TYPE 4 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN LOW SIDE f+— LONG SIDE SHORT SSE SHORT r -- LONG SIDE —►` SHORT SIDE j LONG SIDE L11 SIDE k Y '�a'.:,a�t;L��SLS'��r(�� ■�R��il��1f��i;;��®T,��;�0��!.�Q' r O 9 It 12 �'- o lL1 F O ° oo C7 aw SZ D.Z a O M to Ir U ;��LY� D Ul N '7� 9 o a �fi�i'1'a�i iiia ��( i�- i,' ��L Q�� iitf �LLiai�Y�L.-: �I��Ir:ii��iYla��•,��•;��- NO 1) BTBUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT t' FROM THE TIP -TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENS ION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LANG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1.1118' NOM. 7118' LAMINATED CB.ASS STACK 7118' LAMINATED GLASS $TACK GLASS STACK [-LASS ' PVB INTEIV AYER 3f18' TEMPERED GLASS 3118' HEAT STRENGTHENED fitASB 18" HEAT 3118" NEAT STRENGTHENED GLASS 3H8'HEATSTRENGTHENEDGLASS TRENGTHENED GLASS 7N8'ATRSPACE 00 PVBINTERLAYEH 4 18 USED aT CURbEO USED AT CURVED FRAMEMEMSERSOT0.Y 2g 8�' FRAME MEMBERS ONLY 2$ @ 11 -7AY O.C. MAX. $TTE (� 11 -71 0.0. MAIL GLASS SITE GLASS TYPE 2 SMRIOR GLASS TYPE 4 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN LOW SIDE f+— LONG SIDE SHORT SSE SHORT r -- LONG SIDE —►` SHORT SIDE j LONG SIDE L11 SIDE k Y 1lYNN 3c • LHa 58705 '. � SI'tll,! `ytU� i�0� �' . FGORtOT` • `� ,S/ONAL �• A LYNN =P.E. P.EoRS m O 9 It 12 8S U� X- o lL1 F O ° oo C7 aw SZ D.Z a O M to Ir U D Ul N '7� 9 o a 1lYNN 3c • LHa 58705 '. � SI'tll,! `ytU� i�0� �' . FGORtOT` • `� ,S/ONAL �• A LYNN =P.E. P.EoRS m 7118' LAMINATED L� GLASS STACK I 088"SMINTERLAYER J&-3110'ANNEALED MUSS 3118" ANNEALED MASS rd I USED AT CURVED FRAME MEMBERS ONLY Q 117' O.C. MAX. NV I tt& 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT ? FROM THE TIP- TO-T1P DIMENSI NTO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. __ 3) FOR ARCHITEMRAL WINDOWS, FIkD THE 4) THIS SHEET ONLY TO GE AND EEQUAL�- BLEEGWINDOWS. 00 NOT USE WITH �FN-FRAMEDWINDOWS- D6t1EtJS10NSCOMPLETELYFRVNTHIPI. Window Design Pressure ( +/-,psfl for GIM Types Q a9 ? Z 0 z 67.718 1 72 1 78 8D 84 as 92 98 100 104 109.112 30 +901 -1254 +9W -120 +�R115.5 a Y•111.5 +901.10&5 +0419.8 +901 -1045 +W.103.5 +9G -1025 +901.10D.7 +98' -97.9 2 +9W -it &9 +90.11&8 +8W -105.3 *9Di -101.8 +9W -98T +9- -184.3 +90192.3 a9W 90.8 +9W -W.3 a -9 +1.89 34 34 +0 -108.8 +W -103 +9W -96.8 +W-96. +9W. .7 .8 +1&4.4 +F81.5 +180.t +1-79.8 +/ -79.4 W.116 +90-109.8 +901.1028 +WY -97.1 +9 -•928 +!•0.9 H9s +1.85.5 +1.84. +1 -79.7 a1.7Z2 +75.1 +1.73.4 +1 -72,2 +90 -1042 +9W97.9 + -96.4 +90.922 .198J +f- 83.2 +1.81D.7 F+14)&8 N -752 + 1-725 +170.3 +/-�.5 +1.88.3 914 40 + - .8 +198.2 + .1 -79.8 +l. 2 +f -7& +1-71.3 +1-87.9 ;951 +1-83.4 +1.81.8 912 42 +9 -91.3 +i .7 +/.811.7 r /77.4 *1•Td.3 +t .9 +l .1 7 +181.8 +I .8 +-582 +1.89.1 qq rl9&3 +t -82.4 +/ -78.9 +1 -75.4 +1x2.1 +603.9 +1.85.8 a1 -82.2 H59.7 +/ -57.5 +9091.3 +1-07.2 48 +/954 .8 +1.77 +. .8 _71W-7 +1-616 +/.80.3 48 +Ma5 +1.89.8 +1-854 48 +1-827 040.3 +175.8 +171.9 .1•88.3 +194.9 4-81.5 +1582 +901.91.4 +f VA +1987 so +/-889 +177.5 +1-74.1 +670.3 +1-88.7 +/ -83.1 +159.7 62 ;.ft4 +l-W5 +1 .B 62 +1.79.1 +1.7 &6 +1.72. 7-888 +195.1 +191,5 .0 m 54 +1•87.6 +a -63.4 ; -7d 54 +1.77.4 +173.0 1 +170.5 +1.87.3 N -83.5 58 +1.85.8 +7 91.4 Go +f-X8 -1.72 +/ .6 +/95.3 +1.83.6 +679.4 +l- 4 +1- 2 0-733 60 ;921 .1 -727 . 4198.7 +195 82 +. 4 +-75.8 02 +1.71.2 +197.1 84 1 +1.7&8 +1 -7II + 99.7 +195.5 06 i .1 -n2 8s .1-88.3 87- +l-7 87-716 .197 7118' LAMINATED L� GLASS STACK I 088"SMINTERLAYER J&-3110'ANNEALED MUSS 3118" ANNEALED MASS rd I USED AT CURVED FRAME MEMBERS ONLY Q 117' O.C. MAX. NV I tt& 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT ? FROM THE TIP- TO-T1P DIMENSI NTO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. __ 3) FOR ARCHITEMRAL WINDOWS, FIkD THE 4) THIS SHEET ONLY TO GE AND EEQUAL�- BLEEGWINDOWS. 00 NOT USE WITH �FN-FRAMEDWINDOWS- D6t1EtJS10NSCOMPLETELYFRVNTHIPI. EXTERIOR a i 6r GLASS SITE GLASS TYPE 5 T �. -- LONG SIDE SHORT SIDE �+-- LONG SIDE --►� T- SHORT SIDE J- TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1118' NOM. GLASS 3TAC5C 7116' LAMINATED GLASS STACK 311s• TEMPERED (11.A88 3118 ANNEALED GLASS 3118APNEALED GLASS 7118 AIR SPACE .098 SG INMILAYER USED AT CURVED FRAME MEMBERS ONLY @ 11-7/r0.C. MAX. VN 1t= 1) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP-70-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SM NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSM 3) FORARCHTECTURALWINDOWS, FlNOTHES MALLESTWINDOWSIZEINTHETABLEABOVEWHICHTHEOVER LL DIMENSIONS toMPLETELY FIT WRn1N. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG VANDO1V8. DO NOT USE WITH FIN - FRAMED WINDOWS. im GLASS TYPE 7 MLA99 BITE le SHORT SIDE LONG Sim SHORT SIDE G 0z a! 13 le yW y wU _z {X� 0 X - Fw 0. z c . Qd r Window Design Pressure (4, psf) for618ss Type 7 Q $WOOD) ? Z 0 z 7 72 78 80 84 as 92 98 100 104 IW1112 30 +0-130 +9W -130 +W -130 + + 1228 +0419.8 +9W -1131 +0417 + -1158 +9W -1127 IN-33-99 32 +9-.130 +90 -1251 +9 - -it &9 +90 -114.8 +8W 11.6 +�' -108.1 +9- -184.3 +9W -1024 +> -102 +9 -•101A +9W99.7 34 +9W -123.1 +90 -110.4 +901 -111.7 *80' -107.5 +9- •183.e +9W. .7 +9-9 &3 +8-986 +d•98 +F89.8 38 W.116 +90-109.8 +8W104.8 +9W 100.5 +0- 988 40 -FU H9s 787.3 +1.84. 0-82-3 + .2 38 + 1.2 +90 -1042 +9W97.9 +9W.94 +I9f.9 +1•714 +1-7 &4 +1 -743 +=. 9 .8 914 +90 -90.1 +1-872 t 94 +1 .5 ; -737 +173.6 +f -7& +1.69 42 +q1 -103.2 +W-0.7 912 +I.W.4 Nbt +1.808 +677 +1- 1 + /8A8 +t .9 +1-65.2 44 +9 -99.7 +9093.1 +1.89.1 +! 2 1.4 +1-77.8 +1 -74.1 +140.3 +197.6 +603.9 ti. d8 +9W- +9091.3 +1-07.2 +1 2 ; -754 +1.71.7 +1.88,1 +951 48 +Ma5 +1.89.8 +1-854 M91. +1. .2 r1.7 33 +199.6 + +901.91.4 +f VA +1987 ;-79.4 +1-75.3 +/ -71.3 +197.6 62 ;.ft4 +l-W5 +1 .B ;.n.7 +673.s + .0 m 54 +1•87.6 +a -63.4 ; -7d +1 -78 +171.8 58 +1.85.8 +7 91.4 +1.83.6 +679.4 +l- 4 60 ;921 82 +. 4 +-75.8 84 1 +1.7&8 +1 -7II 06 i .1 -n2 87- +l-7 EXTERIOR a i 6r GLASS SITE GLASS TYPE 5 T �. -- LONG SIDE SHORT SIDE �+-- LONG SIDE --►� T- SHORT SIDE J- TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1118' NOM. GLASS 3TAC5C 7116' LAMINATED GLASS STACK 311s• TEMPERED (11.A88 3118 ANNEALED GLASS 3118APNEALED GLASS 7118 AIR SPACE .098 SG INMILAYER USED AT CURVED FRAME MEMBERS ONLY @ 11-7/r0.C. MAX. VN 1t= 1) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP-70-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SM NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSM 3) FORARCHTECTURALWINDOWS, FlNOTHES MALLESTWINDOWSIZEINTHETABLEABOVEWHICHTHEOVER LL DIMENSIONS toMPLETELY FIT WRn1N. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG VANDO1V8. DO NOT USE WITH FIN - FRAMED WINDOWS. im GLASS TYPE 7 MLA99 BITE le SHORT SIDE LONG Sim SHORT SIDE G 0z a! 13 le yW y wU _z {X� 0 X - Fw 0. z c . Qd r Q ney ? Z 0 z �� 40) � o u 4 V' Z NON{ LYNN q I J ' No. 58705 • TTATll's-', •�[/` ..i` /ONAIL 41G� ``' A. LYNN MLLER, P.E. W T3� 111 m M1I 0 y � a Ilk,p N S m� O �Z 1 r O N a �� fill 'rQm �I1i2� O r 8 *' o StW Stile On) z '. ice" $t z z IB51£��kiit 1 +p++�+g+ O �Z 1 r O N a �� fill 'rQm �I1i2� O r 8 *' o StW Stile On) IB51£��kiit 1 +p++�+g+ g♦ ggp +� ++ ++ ��L�rgG♦2� +t St3SsBS 1+3 $88+ Bg 4 BS StB a s + g+it + 918 13 rd is Is!s Isis i +gg+ gy i gg+��+++ it it fs 19 19 s� rd fs 8a fd rs > W N V + qr ++gi i� +g + +g g+� mSmSR5413RRf3� 6, +a ai8 It 8 f C th th iR m� + t r r 1 1+ 1yQOit O S j A G G G 4 rs WP W uy�t�y� O O Sig W0-y �k3��ii3� w m I Ofd it s� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 C@RT.oRAUTH. (841)480-1500 FIXED WINDOW INSTALLATION GUIDELINES g 4112(13 DESIGN PRESSURE TABLES 4 J ROSOWSKI PPWW� NTS 5 OF 10 m MD-720 -820.1 Revd Ran EDGE DISTANCE INSTALLATION TYPE A WIIDOW EXTERIOR HEIGHT 4 HEIGHT WINIXW4 HEItLHT VISIBLE LIGHT HEIGHT - WRNDOW BUCK HEIGHT- 2-3w EMBEDMENT � � •" 2X WOOD BUCKSTRIP OR FRAMINNG, SEE NOTE 2, THIS SHEET EMBEDMENT IW MAX SHIM TYP. ANCHOR TYPE, ,,_EMBEDMENT Aim EDGE DISTANCE PER SUBSTRATE. SEE TABLE 8, THIS SHEET 'ED ATCURVED LAME MEMBERS ONLY 11 -718' O.C. MAX. INSTALLATION INSTALLATION TYPE C TYPE S EM NAT X MW 1 NOTE 2, BUCKSTEE . 1 SHIM TYP.ANCHORTYPE,EMBEOMENTAND ..:.•�? EDGE DISTANCE PER SUBSTRATE, EDGE 8 SEE TABLE S. THIS SHEET DISTANCE J 114• MAX. SHIM #12 STEEL SELF.DRLLINO SMS (QO). SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATIONANCHOR UNDERNEATH THE BEADING EXTERIOR MIAMI -DADE APPROVED MULLION (SEE SEPERATE NOA),ALUMINUM, STEM. FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE S.THIS SHEET —J 7rIM' MAX SHIM {1L 4XWOOCBUCKBTWP, l SEE NOTE 2, THIS SHEET • . CONCRETE PER REQUIREMENT _ MOE TYP. CHOR TYPE, EMBEDMENT DISTANCE AND DOE DISTANCE PER S TE, SEE TABLE 8, THIBSHEET VERTICAL SECTION B -B / HORIZONTAL SECTION A A EMBEDMENT EDGE DISTANCE r.. PER ANCHOR REQUIREMENT Andes Saka1ae kiln. E4P Diatom MUL EmbodMW Matt O.C. SmIlm #12or#14410888orew m a AitrtnUttarl ' A38 Sled 919' 0.087 • 12• Steal Bdb 4r. min. 319' a, tF 18 1T' #12 ar #t4 Steal 8ata,v(GB) P.T. m 18 i-w 1T' ^Ia"tU'""' �'T$ min. Stec! 91e" 318' 0. 0.083` • 12' t2' SIee18 Or. 33 mkt. 319' 0.048' 19 Ga " 12' 1t4' 41088 CrateFlex U CMU, (A8TM 2-1/2' 1 -114• 12' 1' 13/4' IT 12' 1/M eteelllttaeon Conarele min. 2.86 ka 1 Ungralla4 CMU, (A87Ri 2.112' 1 -114' 12' emoted CMU TM .•1/p 1 • 12 6/18' 8teei llwoon Cotaa40 3.6 ka 1 -ti4' ilv4l Grouted 2 -112' 1 1 1T' - kitN. OF 3 Tri CMM tfETUKU I rM IM IALJYr7t.:I KRIC. I INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT EDGE DISTANCE LIMITS. 2. WOOD DUCKS DEPICTED ON THIS SHEET AS •1X', ARE BUCKS WHOSE TOTAL THICKNESS IB LESS THAN 1- 11r. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CCNCRETE. WOOD DUCKS DEPICTED AS •2X•ARE t4XTHICK OR GREATER. INSTAUATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM ETHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. a N ney z� L pp< to Z dt 0 C9 rkk0 Y < I: O z o ° z a: o o Z z Z i s5 Z a LYNN Af, I4o.88706 10, •' .•tiCOR104•••C99 A LYNN M ILLER. PZ EDGE DISTANCE INSTALLATION TYPE E _al - +- M WINDOW BUCK HEIGHT VISIBLE LIGHT EIGHT = BUCK 1EIGHT - 2-3W 2X WOOD SUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT L EDGE DISTANCE 114' MAX 2 SHIM TYP.ANCHORTYPE, —EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11 -718' O.C. MAX. 114• MAX. SHIM #12 STEEL � SELF - DRILLING SMS (05j SEE TABLE 9. THIS SHEET INSTALLATION TYPE H INSTALLATION TYPE G ---►�— EMBEDMENT 114" MAX SHIM =1 1Mr to i� CONCREYEICMU PERANCHOR REQUIREMENT cd EXTERIOR MIAMI -DADS APPROVED MULLION (SEE SEPERATE NOM). ALUMR41JK STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET INSTALLATION TYPE F 1X WOOD SEE NOTE 2, TYP. ANCHOR TYPE,EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. THIS SHEET E XT RIOR VISIBLE LHIiT WIDTH = $ W WDOW Bi/C[(W DTH - 2.314' WINDOW BUCK WIDTH HORIZONTAL SECTION C -C -- - -- Arwhor Substrata in. Edge Dlstenoa Min. Embedment Max O.C. &-N9 $12or I114410888orew m ne 114w 12' Aluminum TO E' Gow IT A36 SIW 318` 6.0 IT Stae{ Gr. min. 3/8' 045 1$Ge ' IT P.T. Southan (aG=OJ23 01.18' 1-3W IT AlamNum, Tam 3t8' SEE NOTE 2, THIS SHEET a12 orS14 BteelBanxv (OB) S4aal 318' low " Yd' Bt 8 Or. 33 min. 3/B' oA4E 18 IT 114' 410 SS CretaRm Utroured CMU TM C-90) 2 -1/2 1-114` IT Conwate (min. 3.35 k$Q 1' 1384 12' 114' steel lMtreeon Cenorele 2135 ke INSTALLATION EDGE 13/4' IT Covauate (mtn. 2.85 4 2 -1J 1 IT Ungrouw CMU, TM ) 2112 1.114' 1T c�vu PVT 1-3W IT 5ti8> Steel Uitraeon -114' 1$/fi 1T GrouladCMU, TM 2-11T 1�3/T IT j-- �ua• MAx SHIM ' MIN. OF 3 THREADS BEYOND THE METAL SUSSTRATE. 1X WOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET ' .�'p• : 1 •:' ,. .q. CONCRETE PER EMBEDMENT >° • .. ANCHOR 94STAUAMORNOTES. . N1• . ' - •" • .. } ... y REQUIREMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANC-U MPCS. • > a 2. WOOD BUCKS DEPICTED ON THIS SHEET AS '1X'. ARE SUCKS WHOSE TOTAL THoomas 10 LESSTHAN 1- V-T -1X WOOD SUCK8ARE INSTALLATION EDGE TYP. ANCHOR TYPE. EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE, WOOD BUCKS DEPICTED AS'MARE 1- 11TTHICK OR GREATER TYPE F DISTANCE MID EDGE DISTANCE PER INSTALLATtDN TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS DRAB APPROVED BY AUTHORITY HAVING StUBSTRATE, SEE TABLE 9. THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3. PORATTACHMENT TO METAL' THE STRUCTURAL MEMBER SHALL BE � A 81ZE TO PROVIDE FULL S1PP�TTO THE 1MNDOW FRAME. 4. ff APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEML z TYP. ANCHOR TYPE, EMBEDMENT AND EDGE —►I EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET _ INSTALLATION TYPEI E7 WINDOW Bucx HEIGHT VISIBLE LIGHT HEIGHT. WINDOW a" HEIGHT - 2-aw INSTALLATION TYPE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EDGE EDGE DISTANCE 114" MAX EMBEDMENT ED AT CURVED LAME MEMBERS ONLY 11 -718' O.C. MAX. 1WMAX.�—j }+ INSTALLATION TYPE L 010 STEEL SELF- DRILLM SMS (GO), SEE TABLE 10, THIS SHEET INSTALLATION INSTALLATION TYPE J TYPE K 1I MAX EDGE DISTANCE —�►I 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP OR FRAMING, SEE OR FRAMING, SEE NOTE 2. THIS SHEET NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMIMMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 2X WOOD SUCKSTRIP EXTERIOR OR FRAMING, SEE NOTE $ THIS SHEET �1W'MAXSHId MIAt"ADE APPROVED MULLION (SEE SEPE RATE NOA), ALUMINUM, STEEL FRAMING OR STEELSTUD. SEE SUBSTRATE PROPERTIES. TABLE 10.THTS SHEET J _ EDGE DISTANCE �+— EAAHEDMENi TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1A THIS SHEET VERTICAL SECTION F F EMBEDMENT i LY EXTERIOR 11 VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH - 2.3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION E -E racu R 1n. W1or An�yg�ef8 g MIM Edge Dlstame MV- O.C. e 2.1 x . 13 Box Ne P.T. Ire 2-Ur x.1311 Common Nall P.T. Sohn P" w m 318" 6 2.112" x .146 Nall P.T. SwMem Plm .SS 6 #10 x 1' Steel Screw P.T. SwIftem Plne ! I& 6 0.093" Atwhan, OD63-T8 mU. 8116 6 1116 A36 Steel 8116 6 0.046 tie Go) SteN StuA Or. 33 1 8118 1 6 - MIN. OF 3 TtOWNW5 BETUNU TFIE ME IM UUBB I KATE. INSTALLATION NOTES: 1. USE ONLYAWHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPIOTED ON THIS SHEET AS'tr. ARE BUCKS WHOSE TOTAL THICKNESS IS LEM THAN 1 -1w. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTEDAS'2)P ARE 1 -UY THICK ORGREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO SE ENGINEERED BYOTHERS DRAB APPROVED BYAUTHORITY HAVING JURISDICTION. 3. FOR ATfACiMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WN30W FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. d n C � a S2 O tV F- slog ZLL a! am mO oN O P O Z a �Z O W O O Z �uSS ? a LL LL O0 LYNN bj/1t 4,, 11 . No. 53706 4 7 r7Laz ��'• 5SA E P . :' �yW �•,� S/pNAL, �.• A. LYNN MUM P.E. P"am INSTALLATION TYPE M� FOR THIS DWALLAMON NETHOD ONLY, ANCHORS MAYBE NO • MORE THAN S, O.C. EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-SW INSTALLATION TYPE N EDGE 2X WOOD Bt1CKSTRIP OR FRAMING. SEE DiiJibli T,% NOTE 2, THIS SHEET EMBED MEW LI14•MAX SHIM - TYP• ANCHOR TYPE. v EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USEDATCURVED EDGE FRAME MEMBERS ONLY DISTANCE 0 11 -TA' O.O. MAX. CONCRETHCMU PERANCHOR REODU REIU{l.E.N. TT 114• MAX. I INSTALLATION TYPE O FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 8' O.C. #12 STEEL SELF•DRILUNG SMS (wS SEE TABLE 10, THIS SHEET INSTALLATION TYPE M INSTALLATION 'EMBEDMENT METHOD ONLY, WALLA'naN TYPE N • . 114• MAX ANCHORS MAYBE NO < .v SH6N • MORE THAN T O.C. + ' 1X WOOD SUCYJTR1P, SEE 2X WOOD BUCKSTRIP NOTE 2. THIS SHEET ORFRAMINO.SEE NOTE $ THIS SHEET ..'p ; TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. B SEE TABLE 11, THIS SHEET � ..`• ��. rYP. ANCHOR TYPE. `ems, �I EXTERIOR EMABEDMENT AND IDOE DISTANCE PER SUBSTRATE EDGE 11 BN8" SEE TABLE 11. THIS MEET S" MAX SHIM MIAMI -OADE APPROVED MULLION f-1,W (SEE SEPERATE NOAZ ALUMINUM, PERANCHOR STEEL FRAMING OR STEEL STUD. REQUIREMENT SEE SUBSTRATE PROPERTIES, EXIERIOR 0 310' TABLE 11,THIS SHEET W 1x W000 BucKSTwP, SEE NOTE 2, THIS SHEET •.eyt <4 LENT i. • r +•. 4' EDGE DISTANCE VERTICAL SECTION H -H v LJ VISIBLE LIGHT WIDTH WINDOW SUCKVMIDTH -24W WINDOW W" WIDTH HORIZONTAL SECTION G-G TART E TY. ArwFwr substrate f NSa. Embedment Sex. O.C. EDGE P.T, a G =QSS BN8" DISTANCE S" 8083 -Tb min. 318• CONCRETEKWU 0• PERANCHOR 318• REQUIREMENT e' EXIERIOR 0 310' ArwFwr substrate mim E090 NSa. Embedment Sex. O.C. #tz or#14 a10 88 80teW P.T, a G =QSS BN8" 1 S" 8083 -Tb min. 318• 0• A30 stem 318• O.0w • e' Steel OW Gr. 33 MkL 310' 0.045' 13 Ga • W #12 or 014 Steel so" (G5) P.T. Southem PMe GaO. one* I-aw r Al 80&9.78 mla A36 Stem 318 318' 0.053• • 0.083" • Steel Qt. 33 min. 318' (I$ GO • Or 410 BS CmWlex CMU. ASTM C!9D 24W 1 -114' Concrete . 3.33 k 1• wir U4' Stem UMmcon Commito min. 2.88 k 1• 13/4' K12' Cmm� In. 2.86 k 2 -112" 13f8• outed CM A87M 2.Vr 1.114' 2gdg G90 2.1/r 1 6118' S" ukacon Cararebo 4L 3b ke 1.i1R 13w GroutedCMU M 2tfr 1 1314• 1 IT - MR. UP 3 THREADS EETURD THE METAL SUBSTRRTE. INSTALLATION NOTES: 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EM13EDMENTAND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 4X. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I -IM. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS'2SPARE Idlr THICK OR GREATER. INSTALLATION TO THE SUBSMTE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING JURISDICTION. S. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SIIPPORl' TOTHE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a ro a M yz a � w IN z� r Z $ QO p ° rz az LL O PEN w F^ QZ ZO Z Q O � N Z_ '7 T IL E-L IL z a exrt •ae�a 8�s �� • .. LYNN . ' No. SSTOS �T tA-771 o S�OfV�A�Ly A LY P.E. ALL CORNERS TO USE GASKET ANDIOR SEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS FLANGEFRAME (SHOWN) OR CORNER KEYS AT SCREW SOSSES. SEALANT AT ALL CORNERS Rom P(;TPartp Description Materiel 1 42830 Flanged Frame Alum. 6863.78 2 4285 Equal4og Frame AWm 606316 3 4268 kdegnd Fin Flame Alum. 6083.76 4 4265 711V Leml. Gives Beading Alum. 6083.76 6 4264 R.G. Glass Beading Alum. W63.76 Sa 4270 kis ddcn Fastener Cmw Alum. W83•TB Sb 4224 kmtelldonFastewC w Rlg(dPVC 10 705890 Gasket (at SO• comer jdMe) Pdyethylene 11 I TP247M lVinylUbWativerettip Fier PVC, Ours 65 0 -1 13 t.YNN Dow 819, GE 7700 8@konaor EquU cc 20 71852K Selling Block, Mom 3116" x 7116' x 4" Neoprene, Cum. 85 M -1 21 71704AK Setting Block, I.G. 3f16' x 1-3132" x 4" Neoprene, taro. 85 N -1 22 DURAK716 7116' DmOeal Spacer 29 18 x 1-114" FH SMS Stainless Steel 3D 781PQX 68 x 1" Quad PH SMS Stainless Steel J- -1 n •r1-- .878 T-- — .o' 7118° LAMI GLASS BEADING #4255,6063-T5 ASSEMBLY DETAILS FOR FIN FRAMES W CORNER FRAME ASSEMBLY ANGL801C WWW FRAMEASSFEMKY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYSAT SCREW 803SES. SEALANTAT ALL OORNEM .ow � t.-- m4• 082' 1376• j8 .438 �� .050'.o°°c• EQUAL -LEG FRAME #4285,6063-T5 ,L f .— .348 .878 T4 ' — t---� I.060' W, GLASS 5 BEADING #4254,60MT6 W !z t•.— ma oar 1.376' I .68Q' 438 n-- . low 1.126' .077' 3 FIN FRAME 94256,6063-T5 1.0.17' .060 INSTALLATION ga FASTENER COVER #4270, 6083-T6 V Y z c a N .ola• N go osz 1.878 z� r3ii AW ANGE FR-- . io60'aa°° FLANGE FRAME #4263C, 6083 -T8 J- -1 n •r1-- .878 T-- — .o' 7118° LAMI GLASS BEADING #4255,6063-T5 ASSEMBLY DETAILS FOR FIN FRAMES W CORNER FRAME ASSEMBLY ANGL801C WWW FRAMEASSFEMKY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYSAT SCREW 803SES. SEALANTAT ALL OORNEM .ow � t.-- m4• 082' 1376• j8 .438 �� .050'.o°°c• EQUAL -LEG FRAME #4285,6063-T5 ,L f .— .348 .878 T4 ' — t---� I.060' W, GLASS 5 BEADING #4254,60MT6 W !z t•.— ma oar 1.376' I .68Q' 438 n-- . low 1.126' .077' 3 FIN FRAME 94256,6063-T5 1.0.17' .060 INSTALLATION ga FASTENER COVER #4270, 6083-T6 V Y z c a N •nay N go z� r3ii U XN a mo o a o °0 o UJ & ° �z as .. 0 o 0 ® ? $ z O Zs LL enu M �n ems t.YNN No. 58705 cc •..iOR14•. 6 S,S� ONA1.` . A. LYNN M1U.EK PP. P.BBUm J MIAMI • OCT 0 3 2013 Em BY: DEPARTMENT OF PERM , AIWAIRS (PERA) BOARD AND CODE ADMIMST ON DIVISION NOTICE OF ACCEPTANCE (N01 L/ Im PACT IY) U1 I I MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 P Miami, Florida 33175 -2474 P (786) 315 -2590 F (786) 315 -2599 1%vww.miamidade nov /Hera! PGT Industries u L 1070 Technology Drive, North Venice, 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 and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control .Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, 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. AIISSILE 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, model/series, and following statement: ' Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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 0 10- 0819.05 and consists of this page l and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. � - I'll P , . 0 111 APPROVED NOA No. 11-0922-01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, 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 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E -1), dated 02/28 -11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted uxder previow NOA #10- 0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -20 and la BC -2010, and o financial interest, dated June 06, 2011, signed and sealed b Anthony Lynn Mille , P.E. 2. Proposal # 10- 1070 -R issued by BNC to POT In 'es, dated 01/07/ , signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and ' ' Son 05/26/16. 4 0"h*654 Perez, P.E. Product 4entp6i Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E -1 SUITABLE FOR ALL LOCATIONS REQUIRING I NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENM WIDTH FOR VERT1CALMUU. MULLIONS / A A M MEDIUMS � eHEars as SEEDUrAILS SHEM 2-3 JIl ,%SEE DEraae 110R¢ONTAL A`D.bJ# t�aa1 slTTaaa LBHGTH HORMOff L MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. aRC+MEro9E LARBH 2) THE TYPE AND NUMBER OF ANCHOR IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS SHAPE HAVE BEEN TESTED AS'FRE &FLOATING° AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALT. NOT HAVE A GAP OF MORE THAN 114 FROM THE CLIP. 3) THE AN04DRAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LAW. THE /A3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREW'S. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHER AND IS BEYOND THE SCOPE OF THESE I INSTRUCTIONS. I p�U U » 8) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND / SHEETS 23 ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER OPQnwb ONLY TWO ADJACENT UNIT$ AT ATIMIE WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. Fan NOMWNTAL 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT 812E SHOWN ON THE TABLE(S). SEEDETAILE, MULL `SHWT 3 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCK BYOTHtm, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE MATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHAD- BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FE4E87nA1WN , AW.� — 8) REFERENCE TEST REPORTS: FTL -8443; ELCO ULTRACCXWAGGRE -GATOR NONS: ANSMAF&PA NOS FOR WOOD CONSTRUCTION MUSTBE ADM ALUMINUM DESIGN MANUAL MAMNACTURED gym'. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. AND ARE APPROVED FOR IMPACT AND NCN4MPA CT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, SEE CORRESPONDING DETAILS FROMFlWRE11N3cAm 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. GENERAL NOTIB..__........». »».-...1 ELEVATION& ...«....... «...._........– i MULL TO 2X WOOD»........«...«... 2 MILL TO 1X& MASONRY__– 2 NSTALLATION NOTES..........._. 2 MULLTO MASONRY «... «.».«. « «. 3 MULLTOSTEELSTUD.._._..._._» S MULL TO MLO.L....««.«. «.. « ».»» «.« 3 ANCHOR SPECS.._....._»...._..._ 3 ALTERNATATE OJPS.......- ..«....4 SAY MULL 2NlTTALIATION__.�_..4 1 X 2 X.128 MULL SPECS..._.»...8 1 X 2 X.378 MULL SPECS--$ 1 X2.78X.378MULLSPEC8.... «.«7 1 X 278X AS W JLL SPECS....«. «.8 1 X 9.125X.808 MULL SPECS«... «9 1 X 4 X.128 MULL SPEC»«....... «10 1 X 4 X MS MULL SPECS....._....11 1J$ X 3,1S9 X 2Z MULL SPE=A2 2 X 4 X.25 MULL SPECS.»«..»...«. 13 2 X 8 X.25 MULL SPECS__._... 14 1.25 X 2.11 X.129 MULL SPECS - -18 30' X 3:6 BAY MILLL SPEC&«..«. 1S 48' X SM EAY MULL SPECS _ 17 MULLION & CLIP DIMENSIONS...... 18.25 EXAMPLES 1 &2–..—.--21 LOADING EXAMPLES.._ »......._...»22 1k INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT'1 FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL PIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR' OR'TRIANGULARITRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY ILSSM FROM TABLES 1A THROUGH 13A. ON SHEETS 8 THROUGH 17 PRODUCTREVISED RESPECTIVELY. USING THE MULLION TYPE, LENGTH AND OPIB41NG WIDTH OR HEIGHT (DEPENDING IF THE MAIM G SPANNING as VERTICALLY OR HORIZONTALLY). THE MULL K)TI CAPACI7Y(LBSFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Bsumft aft f REQUIREMENT(LBSM FOR THE OPENING OBTAINED N STEP U Lisle 8) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ,fit 00 CAPACITY REQUIRED ILS8L THIS BY VALUE REPRESENTS THE WNDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. tllll 8) FROM THE ANCHOR CAPACITY Ml TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHORMUBSTRATEIANCFOR PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED �\\ LYNN MjjLc_��i� ONE "Y -CLIP .�� RA ANCHOR CAPACITY IS MET. 7) IF THE MUU ION CAPACITY (9S /FT'S OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT ILBS/FT'} ` * ;' T)a, 56.106 FOR THE OP�T1E WG, YCdI MAY USE THE ANCHOR CAPACITY ADJUSTMENT FORA TO OBTAN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE $ELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSAPT% FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPA:CI IY (L88IFT'1 OBTAINED FOR THE MILLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE ��i��,(�'••. PORO!" �G MULLED FENESTRATION ON PRODUCT ASSEMBLY. �i F ..• gl0NEA�AP.E. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A LYlt FL P.E.# 5870$ DETAIL A: DETAIL B: MULL= MULLION TO 2)(WOOD BUCK /—WLLION MULLION ATTACHED TO IX aucxarraP OR WOOD FRAMING =-SuDsmm fit WOOD BUCK AND MASONRY (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) Nam $NMI. C-4 • m WE SHELMS MIN23 EIM •THE 1 14,0 FOR HOLE STANDARD NW L 1 11 SMSOTABLES I DWANCL L00ATOM I S)GE A I OFFSE, I lwl- I CLIP MAY 13E MM MTANCE MLOLL DISTANM MMASCHRY AMED BY FOR WOOD AtCHM w 7m METFW SIDE VIEW All. N"LL!" OFFWT WIL CLIPPOAY13E EXTERIOR IWALLM BY Tm METHoa EDGE DWANU 4 22 FCR 0 KAMM AWAORS EXTERIOR BMTABM BY OTHERS. .. . •t.- I•• - . �ENDret SIDE VIEW MONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY BECAUSE THE ANCHOR CAPACITY IS WED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A•D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, KE*IEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET & S) FOR MASONRY AppucatoNs IN mIAm"=t COUNTY. USE ONLY Mw&DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 11,V S.S. AGGREGATOR MASONRY ANCHORS. TYMANCHM PER SUBSMAM 80 TARM 111-10D mxxmw AM ATrACHUM Emseomw OYOTHM am Nm 1. SHEET 4. FRONT VIEW ND. 58705 6l• It rs TE OF . .......... A. P.E. FLP.E.#Sm MIN 2Y ICI CONCRETE OR CSr FRONT VIEW MW 2.7 RSl CONCRETE OR CNN SIDE VIEW (NSTALIATtON NOTES: 1) ANCHOR EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY BECAUSE THE ANCHOR CAPACITY E BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAIL8 A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 8) ANCHOR HEAD TYPE MAY BE PANHEAD, HDORFAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, MEET & b) FOR MASONRY APPLICATIONS IN MW&OADE COUNTY, USE ONLY MIlRMbDADE COUNTYAPPROVED ELCO ULTRACON OR ELCO 114 S.S. AGGREGATOR MASONRYANCHM DETAIL E: r 12sutN MULLION TO MULLION INTERSECTION (u -CLIP) V L TOP VIEW NOTES: 1) MAY BE INSTALLED IN °TEE° OR •CROSS" rte rd te INTERSECTIONS. 2) MAY BE INSTALLED HORRON7ALLY p a BY (SHOWN) OR VERTICALLY. 8) SEE U -CLIP DRAWINGS, SHEETS 1 &20 8 FOR CORRESPONDING MULLION. N m EXTERIOR �Y WIMTS 18-0 F ` H=LOCATSN+IS EDGE DDii'ANCE BEE TABLEB 1 &1� SIM VIEW DETAIL MULLION ATTACHED TO STEELSTUD (STANDARD CUP SH •._./ NOTES: 1) FOR 2X WOOD49AMD STEEL STUDS• WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6-17, FOR QUANTITY OF SCREWS. SIDE VIEW 1, "",-i f ] - "', * � No. 88705 o�� • ,PLoRIID �(y$ A. LYNrIG I�lil� ER P.E. FL P.E.# BROS DETAIL F: DETAIL G: DETAIL I+ FIELD - )MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CUP) (ANGLE CLIP) (ANGLE CLIP) SEE DETALS A-E, SHEETS 2AND 3 FOR WALLATIDN To3PECIRC SUBSTRATES. EXiEAI01i (D mm DWAWW PERANCHDR NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.1 V X.128' MULLION. 2) SEE TABLES 18-108 FOR ANCHOR QUANTITIES AND SHEETS 15.20 FOR HOLE LOCATIONS. 3) THE 2X6 CLIP G NOT SUITABLE FOR THIS APPLICATION. NOTES FOR INSTALLATION OPTION G & X. 1) USE 2AGGLE CUPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18.11 B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAL H: SEE TABLES 12B OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. X111 lFil dlePk" mm it ; tdo. ggT08 •. it ATE ��: ID S /ONAL` A. L'YN MIA P.E. FL P.E.# 68705 NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIlP. CURE 1: 1111 FIGURE 2 le : O O RE ANGLE CLP MUST BE USED IN PARS. FIGURE4: FIGURE 6: FIGURES O • a- =ANCHOR CAP._ FORMULA TO OBTAIN 7HE %4NCHOR ' REQUIRED' CORRESPONDNO TO AN RESSURE REQUIREMENT FOR THE WHEN IT IS LOWER THAN THE MULLION '(FROM THE TABLE) OF THE SELECTED IT WILL YIELDA MINIMUM ANCHOR 'WHICH MAY BE USED TO QUALIFY AL ANCHOR OPTIONS FROM THE ;APACITY TABLE VIII rice 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. as 6 ,ow n SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. c owmrim," 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. }� pop 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT UIMENSIOIV& SEE SHEETS 1 0-20. BY ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DR9 LED IN 2=W y t I I 1 THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 981 SPECIFICATIONS. HOLLOW AND GROUT- FILLED I L 126" tyt 4 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-0 . WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 086. ALUMINUM SHALL. BE ONS -T6 AND BE A MINIMUM OF.12V THICK. STEEL STUDS TO BE A MIMMUM GRADE 1 ` * 68105 33 AND MW THICK (18 GAUGE). STRUCTURAL STEEL. TO BE AT 1° X 2' X.126° MULLroN No LEAST A26' THICK AND A36. ALL ANCHORS INTO METAL. SHALL EXTEND AT LEAST $ SCREW THREADS BEYOND THE MATERIAL 7-111 SIONAI -o' a LYN1�iubll`kLR, P.E. FL P.E.#WM AWwCIpPvftme L— AnMmlYeal 311WE106 UMM I iwmou man I I afs•FJe mem i t/4•vwui m USE THE GAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD UP. GAPAUFff AWUVTMENT - ANCHOR CAP._ j USE THIS FORMULA TO OBTAIN THE •ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILT. YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. FIGURE 1: FIGURE 2 TABLE NOTES ncv ....F� ®cmnplybs d 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. AmaptmmeNo J Deco SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ,•j 1.000' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. A�4i ' FIGURE 3 3) MULLION AND MULLION GIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18•x. 2'� I 1t 1 I 1 t O O I � ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON $HEETS 18. 0. `� � /t pty ..... , �` ,L �� r V6ENSF'' `�P* ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND CRtOU7 FO LEO 378' `•` FIGURE 4: FIGURE FIGURE 8 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM CAI. WORD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0A. ALUMINUM SHALL BE 6003 -T6 AND BE A MINIMUM OF.126' * • No. 58705 O . THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048` THICK (18 GAUGE). STRUCTURAL STEEL To BE AT 1' X 2° X 376° MULLION LEAST . 126° THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND - �c �y j - THE MATERIAL �� % STA Cam. 0 ��'� ,S,�SIONAL A. LYNI( NUgR P.E. FL P.E.# W70S TABLE M 11 0 i I earn 1 70 to 1 win i so,. �teo1. 1 V 170m f43 In I twat 1tt2.T8: ^^°w°+�W�' L 1Oj"�"�• IMFI191I1e. finer 7f6�aTm�. Reorenaumr 7reptfiFan@• Resler Tmp/fAan9. ftemngWer TmyTfto. R rap0fmlg• Racten9Wer Yreyt Ra�anp�ast ley 3TSAbtm 6 B toamng Laam� L... Lm6w imp tomMp Lwft Lam* imam& Lomeas Cosmos LaadHlg LvamnB lm bU1 III I I all I I I Tlli 111 111 if 11 if 111 Att wCSp Ptt@attm 1 NWWT04 VwBlocuuwm, 1 urmoimtmm 1° «"O°I arts°•m=ub". I yrmaoIMF fu, 3seaolewa r�ao1na �Eroo1 a1asuw � s1amet 1 Irustmt 1 NOTE: FO E OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED N THE FI URE1 FIGURE 2• ( )XtMULILOINCAP `ANCHORCAP.- USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THIS MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MNWNM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THIS ANCHOR CAPACITY TABLE. TABLE NOTES: 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND MEET 22 FOR INFORMATION ON LOADING. It SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. JPGURE 3: ANGLE CLIP MUST BE USED IN PAIRS FIGURE 4: FIGURE S. FIGURE 8: �� 1111 0 i ff 0 101 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1820. ALL MULLION GIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. SUBSTRATES: BLOCK UNIT CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT-FILLED CONCRETE MU) SHALL CONFORM TO ASTM C-I0. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083•TSAND BE A MINIMUM OF.128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04F THICK (18 GAUGE). STRUCTURAL. STEEL TO BE AT LEAST.12V THICK Aft ALLANCF�RS INTO METAL SH A EXTEND AT LEAST 3 SCREW TFREAD$ BEYOND THE MATERIAL. i i i r i l � VIII a �x iliiUttt� * � N0.58705 �* �. teTtAIROF1�Z.+� —._I� ONA4 A. LIMN AAltdi P.E. FL P.E.# 88708 TABLE 4A am , x 2.78x 1raN1�m tmm� LomBng .BiM Alum. dtuNon fail, I AMWCRP P6 win nom am In Loop Loetl4g Loa9n8 Lamp Loaaig um" T L+oaft to fill, 1 1111,111i 11 111, twin 1 nom tam if 4 }I�g 1 }I!t NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VAL FlGURE 1' OURE 2: O O P9URE3: TABLE NOTES: 1) SEE SHEET, FOR INSTRUCTKINS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE& FIGURE B: me 1111 • 01 F • ANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDWGTO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOUVER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPAOTYTABLE. AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. TABLE NOTES: 1) SEE SHEET, FOR INSTRUCTKINS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. T SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 7 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. 2.7g' ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT - FILED, CONCRETE BLOW UNIT (CMU) $HAUL CONFORM TO ASTM C4. WOOD SHAD. BE PRESSURE- TREATED YELLOW YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM $HALL BE 8083-'8 AND BE A MINIMUM OF.126 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° THICK (18 GAUG4 STRUCTURAL STEEL TO BEAT LEAST . 128• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREAD8 BEYOND 1' X 2.76' X.880' MULLION THE MATERIAL. L111117 L` ..�tlulllir S� *' No. 58705 *[� ST E -1 • •�/. A LYNI MILWR, P.E. FL P.E.1i:58705 AOleto Clip PefYme I A 0tyvx' ZfW8WUbwm I 1WEmnt , )°„ —, 1 anameu en I vstwom I74'as®oolanae� urssEroo�aosumisrir t� en> FI URE 1: FIGURE 2: ° ° • • FIGUR ANGLE CLIP MUST BE USED IN PAIRS. FIGURE ,Q FIGURE S: FIGURE @ MY FUMULA. =ANCHOR CAP.„, THIS FORMULA TO OBTAIN THE "ANCHOR ACITY REQUIRED' CORRESPONDING TO AN UAL PRESSURE RemmmMENT FOR THE NNG. WHEN IT IS LOWER THAN THE MULLION ACITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR 0.CITY WHICH MAY BE USED TO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION CSI LOADN6. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANIVOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSION SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-M WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 158. ALUMINUM SHALL BE 6003-TS AND BE A MINIMUM OF .128" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL To BE AT LEAST AW THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL J l j r i J / J �x " :,%it11111 ` \ \ \•QN.� •IT NN• hJ11L,t��i '•. it k No.58705 ao If ST A. LYNR (J1iig P.H. FL A.E.# BS70B TABLE 6A Efto Capacity Table Opening W6t81( forveMcappape" mu ®ors)orOponMgH9tgbt(fortoizarb r4 mum-) so in BO in 70 M Win SO M no in 120 In 140 In wo R9mmmft newusa7. Radamw TsWaleng. Ramm10d9r 7mp1r0ene• ReawmAnt Trap718mm9 R ctmww I'monism Raom1sam TAWrAml9. ftcmnwww Tre74rdm12• Reat61016m 1mwT -0 TmwTOOnB• 1x4x.128 Lmft I-Aft 4oaft Lou" L-ft 149Ors L-Mv I L-ft toaOO Lft" I Laeft Waco I L-ft WOO Lmft Lmd6• L-ft Elution �' � �. 42 in 170.0 920 170.8 466 170.0 744 170.0 478 170.0 888 170.4 aW 170.0 992 1700 619 17xO 7118 170.0 511 170.0 Me IM M 170.0 1106 170.0 821 Me 14M 170.0 SM We 14M VMMA 821 481n 170.0 7D8 170.0 624 170.4 00 Me 884 178A 951 170.4 830 170.0 1133 170.0 881 170.0 1219 1700 W7 186.9 130:1 1700 880 1609 1385 170.0 BW 111.7 1309 170.0 M 87.7 1303 1700 890 52,025 In 170.0 747 170.0 as Vea 898 170.0 861 170.0 1048 170.4 r 684 1720 1106 Me 729 168.1 1266 170.0 747 140.8 11.15 1700 789 117.11 1235 Me 789 1024 1236 170.0 768 67.8 12S 170.4 789 541a 1720 7W 170.0 612 MA 868 IMO 891 176.4 1116 1720 784 164.4 1188 1720 803 137.2 1188 170A 07 126.6 1180 170.0 ON 102.8 114 M.0 081 89.2 110 1720 01 77.2 1188 1700 0W W M 770.0 BBB 1700 701 146.7 1042 1700 7W 14ZO 1042 161.1 892 126.1 1042 148.7 816 111.2 IOU 139.8 MI 1020 102 130.2 781 O64 100 129.1 702 71.8 100 128.1 702 626 1042 125.1 788 6361 1709 030 1720 746 161.2 982 189.8 618 129.8 851 144.4 789 113A 8W 181.0 762 1009 992 121A 780 927 851 114A 7W Me 00 1064 746 64A 8ffi 1118.0 741 627 M 1020 744 88 M 1864 047 1720 789 737.8 997 148.0 788 1101 847 13013 789 109.4 847 117.7 751 819 847 1�.7 788 817 897 '1022 727 069 Bq 86.1 713 W.1 (147 94.0 741 81.7 847 94.0 1'11 72 M 1369 848 142.7 737 848 121.8 772 W.0 80 IOU 708 84.9 848 98.4 498 78.8 848 MA 888 W9 849 017 W6 M9 ea 763 669 48.6 80 72.8 � 428 � 80 724 661 7881 116.8 782 126.7 60 782 102.8 882 829 762 Me 840 72,2 782 W9 828 942 782 742 870 679 751 0.2 813 48.1 782 828 802 41.8 782 806 887 00.1 782 889 80 78 In 108.8 720 111.4 884 724 89.0 621 785 774 82.8 We ee.e 724 74.4 60 89.4 724 661 891 83.4 724 63.4 803 44.6 724 67.3 873 362 724 84.3 6W 38.4 774 88.6 688 SO M 699 50 71.8 40 643 W.7 474 467 043 SZO 408 439 843 47.1 450 868 693 429 461 $4.8 643 30.6 448 260 649 349 4190 20.8 50 32.1 430 21.7 649 80.7 40 90 M WS 478 668 427 [47.8 478 .>0.7 410 40.9 478 4312 412 35A 478 38.6 408 31.B 478 34.8 400 267 478 320 698 28.8 478 28.1 808 228 00 25A M 17.9 478 242 978 108M '40.3 877 41.1 941 S77 34.8 338 ate 377 me 380 28,2 977 268 24.0 321 201 377 22.0 617 128 377 Me We 149 977 17.1 304 111 M 37.1 387 37.8 375 3W 319 310 266 987 279 St3 232 3S2 24.4 229 308 168 3W 20.1 901 149 30 17.4 204 120 M 0.3 306 as 270 908 26.1 274 21.0 900 21.7 a7O 185 � 19.2 V2-L4 17.5 208 iM M 17.0 218 172 188 EEL TABLE BB ANCHOR CAPACITY ADJtISTMENT FORMULA- AnoilorCVU4Table (2b9) (DP,m)Xl` N "° °'�-ANCHORCAP._ u6saete 176 concres hoc cm IMOm cmu FUW CMU PT MGM MULLION C !W. ,. „• 8118°F100 IW$SE6w &1r EIW IMSSEMO #10 Sted #128 #126ffieI Alstmr7ypN 9f10 F�Ultsaon VwE6xU6reoan 311rI0aoUmae•1 V4°EMoUl6mwn USE THIS FORMULA TO OBTAIN THE ANCHOR AtINrorCIpPt4ttefr19 IBOe�t M1r�n IW CAPACITY REQUIRED` CORRESPONDING TO AN Edge ot9tseca R r 24x2' 11 2 -1w 3.14, 11 2IW 11 Vie r 3-I r 0.46' 0.6s 0.3w ACTUAL PRESSURE REQUIREMENT FOR THE veal 1dpn 1.314 4.x4' I.wr i4w r TV-4- 1-W 1174• I -tml 71w 1 -V4' 7 1115 t91r (nono%ti) OPENING. WHEN IT 18 LOWER THAN THE MULLION -MM- a Ancims a 476' MIn. O.C. I Stmdwd Mp (FI0.1 w 3saft 390ft 40 Ono SMW 18M 8s 384 me 7400s 480ID9 SUM 1 NOW 429 ma MM3 CAPACITY (FROM THE TABLE) OF THE SELECTED 4 AWM 0 22r aft aC. t Bmrgnr ICOP ft 3p 7001* Milis 40 R• 141029 8ffi 26 WA 00m3 WA 860 ks NA am ws WA o62lis 890 m3 112086 MULLION. IT WILL YIELD A MINIMUM ANCHOR 8 hZh0V 01.Ir MM. O.C. l3lmftntCOP ft 4k 06029 14000$ WA NA WA WA 7066 WA I#A NA WA WA im Its 1wrim 1 2MOs CAPACITY WHICH MAY BE USED TO QUALIFY 4Aftdw04'6ErL0.C.IM22Anme OtpB (Flg. Bk 780165 70149 910 me 17016 3288me 64068 Soft 708603 140 are 90608 13261ba 23048$ 882Om 8468m 110068 ADDITIONAL ANCHOROPTIONSFROMTHE BAIfdx1603'Mh O.C.1M2N5An&01q•(FS. Bg 117'0 iba 1170ps 1�8s 2a400s 2M4 Me 6109s 0401ts WA 11406s 14040$ 130 Rs 04626 078ls 126023 18068 �CHORCAPACITYTASU1 4Amham0246MM. C.7UCOp.WIWAhm.p�.71: IW1 WA NA WA NA WA NA WA WA N/A WA WA WA NA 145263 aA1Ma•.0128 MM 441E-2h4(Rg. Mme 9062 280tbo 7088$ 47862 WA Wom3 WA 9ton, 423 44063 023 Its 420 be 6eome 1 �. 2%- 4AfghN001.1r04M.0.4 /Fplp( 401IS 70668 WA WA WA WA 30Ib WA NA WA WA 1 WA 082 R$ 84028 11208$ NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2 FIGURE 3 FIGURE 4: FIGURE S: FIGURE S. TABLE NOTES: • ° • • • • • • • • ° ° ° ° ° ° • • ° • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. o ° ° • o ° ° o • ° ° • • • • • ° • • • 2) LINEAR RNTERPOLA11O N BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 4.CW 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. ALL FIGURE 6: FIGURE 6: FIGURE 7. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-24 • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT-FILLED 1S • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-N. WOW SHALL BE PRESSURE TREATED YELLOW C6L MWIMId OMIP Wrr41 AM"M n FF At 143a1R119U AUAI 1 RC eftR Ta A6m E A 941M1U1 d9 f1C 4 TLu" c M T ANGLE CLIP (FIGURES 888) MUST BE USED IN PAIRS. STUDS TO BE A MINIMUM GRADE 33 AND MV THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.1W THICK 1•X4• %.128' MUl UI AND Am& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL VIII h9 Wmpipt96witl12ephaft B9iidingC oft it Sol% OF Acwp11mm7N0 l�7 BY IRmk•t l ttttlllittt /� '�fl '•.,�LORtUQ . '0 Z' A. LYNN 47�IILL 1ER P.E. FL P.E.# 68705 TABLE M Mu@on Copwity Table enht8WMth( lereer412a*- VaradngmuIkn9 )44r0MlnpH9tght(orlmlPm amdngr11Lftm) 50U 68U 70in win 00 In 100U 120U 14D16 Isom RWWWtW 'noWdog, RQO1m1814m' I Tworftt9. R -WAW9r 108NM04. Reo9vWW TWWT08t10, R4amt9deT TWIfto RaWnngtdar TRWIlmov. Recten0utm TmpRt0m0• Re0tanWW T.#T&M Refit 7I3Wroat'1. 1 x4x376 WOW LOamtp L-ft Loa" L-ft I L09ft tmfte Loaft Loaft I L-ft � I ta81&tg Lam" Lo0,t0g Lom08 Loaft Looft Loaft 42m 170A 620 170.0 435 !70.0 744 170.0 478 17x0 888 170.0 506 170.0 882 970.0 818 170.0 I778 170.0 681 JW.0 1240 170.2 Bat 170.0 1488 170.0 621 170.0 1758 170.0 621 170.0 Im 170.0 bat 48U 170.0 70B 170.0 624 IMO 850 170.0 684 170.0 802 170.0 630 Me 1133 170.0 881 170.° 1275 170.0 877 170.0 1417 170.0 BBD 170.0 IM 170.0 868 1740 1083 1740 � let.$ 2024 170.0 880 8 WIn 170.0 747 1740 883 170.0 898 170.0 ON 170.0 1040 170.0 804 170.0 Ilse 170.0 723 {70.0 1348 170.0 747 970.0 1484 1904 788 170.0 1783 170.0 788 150.0 11N8 170.0 750 158.8 1819 1740 788 64U 170.0 797 1746 812 1740 088 170.0 091 170,0 1118 170A 784 170.0 1716 170.0 003 190.0 1481 1740 897 1740 1889 176.0 888 168.0 1799 170.0 681 137.1 1798 174o 681 120.0 1789 170.0 681 80U 170.0 868 170.0 701 176,0 1063 170.0 787 11&0 1240 170.0 878 1744 1417 170.0 044 170.0 1684 170.0 888 188.0 1619 170.0 1033 129.6 1818 170.0 1083 119.0 1818 1740 11�1 872 1818 IV.0 119'4 63 In 170.0 M 170.0 748 1740 Ilia 170.0 850 170.0 1350 170.0 8411 170.0 1468 1740 1016 1697 1842 170.0 1078 141.0 1642 170.0 1172 117.6 1892 IWA 1150 100.7 1642 187A 1167 B&1 1542 187.0 1167 661. 170.0 874 171.0 788 170.0 1150 170.0 003 1704 1684 170.0 9002 100.8 1472 ' 170.0 1086 142,8 1478 1888 1148 128.6 l472 168.8 1130 1W.1 �14m IOTA 1168 01.8 1472 1480 1104 50.8 1472 148.0 1104 72U 170.0 1063 1780 878 1780 1278 1780 1688 Me 1920 1862 1101 1320 1368 14&8 1068 117.3 1320 137.8 1050 1088 1350 168.8 1048 880 ISM 117.0 1020 76A 9710 112.8 1013 880 M. 112.6 1012 76 U 170.0 1122 1780 837' 148.6 1184 10.4 1013 128.2 1184 139.9 ON II7.2 1184 123.7 878 09] 1184 1143 980 883. 1504 107A 950 743. 1184 87.6 036 1184 68.1 027 58.1 1184 923 W 70 In 18&1 1124 Me 987 138.4 1124 147.0 950 118.0 1124 168.8 047 f03.8 1124 1188 831 92.8 1{54 150.6 818 83.0 IVA a&$ 900 88.2 1124 980 890 1VA 04.3 881 81.9 1124 81.2 878 00 In 708.1 8N 111.8 750 80.1 894 90.8 738 772 844 82.1 724 67.8 814 73.5 712 60.1 894 898 750 54A 044 81.4 893 46.0 644 842 Ore 844 590 888 33.8 s44 47.7 882 68U Ott 742 91.6 683 742 742 772 862 920 742 072 641 a&7 742 59A 831 40.6 742 69.1 '822 44A 742 48.8 814 87.1 742 4&8 ON r3i 742 We 800 2JA 742 87.8 594 568 Me &M 6!11 BBB 83.8 821 44.7 BOB 488 813 381 388 41.4 80b 34.8 888 37.3 488 813 868 34.2 492 20.1 688 288 481 888 288 472 I25 508 24.7 468 68.8 603 �0 888 49.8 468 41.2 ON 42.9 487 980 595 38.0 480 3ZO 866 S42 473 2BA 850 81.3 487 24.0 506 27.1 487 650 24.8 450 13.0 350 224 444 '120. 488 476 484 439 9&0 478 68.0 %M 328 478 3 &7 4'w 688 478 293. 414 68.3 478 283. 408 228 475 24X 404 180 478 a1.1 986 478 187 357 i4A 478 172 3Bf 168 U 683. 330 28.7 908 220 384 223. 501 18.9 836 188 287 186 680 173. 203 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORT5111d1 AnollorCSpaolty Table (W9) 2 269 Cane CM PTtfOam (DP_)X (ANCHOR CAP.,,, ,,` =ANCHOR CAP., Fmm C6B1 688181 MULLION 8198' Eke 168• SS Bm NW Mm 144° as 9Dm 11081881 B126YB81 012 61281 us E THIS FORMULA TO OBTAIN THE •ANCHOR ftwrCHpPUlleme AmFml 8/t8 EIOOUPo00m Ira•mowa>ma1 uPoeomt 8t18'Emoff4temn 1ta "1�614996m r uu r m11 ftft(M swo(m 850950(68) CAPACITY REQUIRED' CORRESPONDING TO AN Iwo D01f�ae pn 1• 2.1ta' 91 z -1148^ 3-i 1• a r 2dre r^ 3.4w r 0,48° mw 0.32'° ACTUAL PRESSURE REQUIREMENT FOR THE 5m (mk 1314° 14W 1.'84• 93f4° r I-1w 1 -114° 1144• 1-1441 I-Iw 1.168" r 1.376° 1.878' (ae966le4) OPENING, WHEN IT IS LOWER THAN THE MULLION a 0 4.7r Mh MM I smmbd 00 ft Ior2 668me 45006 80008 1614168 270163 280@3 3a4m4 ,740503 408 Ms 6841 1182 We 326163 -42D9'-M'W' CAPACITY (FROM THE TAKE) OF THE SELECTED 4Amlale 0 ZW Mh O.QI swjw cup 700 DA 700118 568tIe 1410168 Ibe WA 5004• WA seeps WA Mfr WA 68248 8W88 1f201ba MULLION. IT WILL YIELD A MINIMUM ANCHOR 8.0 50050801.16• Ism O.M tShndm+d CDp(HTg. 68.008 140048 WA WA WA WA 760 us WA WA WA WA WA 13044s 1MOOS 2240143 CAPACITY WHICH MAY BE USED TO QUALIFY 4Amhma QS°MUL O.C. /I2)8t8Ar&"(Fla. 768IB9 78038 Od1168 1760 W3 Oa68 OB 84088 8680s 788106 146886 99808 1328 ms 2384 as 06206 84068 N681h8 ADDITIONAL ANCHOR OPTIONS FROM THE BA110hWe �3°Wn. 0.C. /�2t8/a C3p8 (F18• 1170 me 11700s 104008 2390&9 28W08 81008 690150 WA 114009 140408 IMID 0m 3W808 87803 128068 1ssorm ANCHOR CAPACfIYTABLE 4AW=QQ,45RftQCJUCp,bftjffAhmLftnj WA 1 WA 1 WA I WA 1 WA WA WA WA NfA WA WA WA WA WA "am 2Ntchp8�268"Mh O.C.iF- Wp(Flg. 3MMS X66 ADS 768 BS 4MMS WA zwlb WA 318418 Olhe 4090n ODs 38IU 420650 6BOIm AAnd1078�1.16'I6it O.C.f F42ip 490I6a 7MMS WA WA WA WA 88046 WA WA WA WA WA 85209 84068 116808 1.004''` NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 1 FIGURE 8: FIGURES: TABLE NOTES: • ° ° ° • ° ° • • ° ° • • • • • ° • 1) SEE SHEET 1 FOR ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. P-1-INSTRUCTIONS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. d( X it>e 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL FIGURE & FIGURE 8: FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM O-SD. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE .375 uw"eta 4ta -nas et ttarottaa cuAt, ANGLE CLIP (FMRES 5343) MUST BE USED IN PAIRS, � - - ND -- - K (18.GAUGE) ,.. AL STEE........,.. A .EAST.. THICK ��.. A . ALL ANCHORS INTO GRADE 33 AND . 045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEA8T.123° THX(AND 3.38. ALLANCHOR8INT0 1° X 4" X.378° MULLION METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 7 r �!mwp, �lvmzl, !✓ .`N I1l1It7ttlls * • No. 58705 VITF IF i�'A�S•.•!�iOR10p.•�t%j� �� A. LYNN �ilfl 1Lt=R /P.E FL P.E.# 68706 SA 10 b 1 Bain I lob I 0* [A I so in I =in I To In 1 140 In 1 180I6 118 °X www .ww.•ma newm�em 17kcawnft ueW��e. maumcmu nelvrnmp. 1 Uft 7f4AT4ns8• anatror m TspJiFlerm. Re0t4ngt0er --I a me TOOT"p. Raot4n8iiar 'fnayffil�g. 1!4'88 L98o AW O Re4kngutel Tr Amq. 3.788"A MOM $cm(OB) Lsedttg LmcBng Long LoedmB Lawn8 our Lo�sB Laaft ► L*Rft t0minry L-ft Loadnm Loofa IL48' lwdbm Loadln0 L�tlOg -F Emne6mnt Lmdi� JW AWm fo114' Vur r i4W 1.114' 1 -1w I -1w 1 -Iw 14M ;AWeGoft f1w vw (eee 1 2APOW 04.71P WL O.C. ISWAM W op. 1 3W 300 460fOS 11 1 a � molls 3b1 bs � 48819 ON lns I I 1 iwa &1111 4Am1mf6�1.t9 man. 0. /8tm8mtl dlp (1 2p 001- [ 7006s WA WA I, I'll I 00me WA MW NA I I f1was MUM 112)03 4A0 1mU.O.QI(2)MA�dlps(FtO. I TARI_F RR A111 h07 eqm tgr Tablo (in) Sub*t&ftl 17kcawnft &SCMMI maumcmu PTW=d Uft A13�arCOpPetEartm anatror tJ18 EboUnawn 1K moU6mWn --I a me ffi10'EbouUmar 1/4•Elaollnaeml 1!4'88 L98o AW O 81+8°Ek+O WINO •10 atW S—PO sfa8i Sww((M MOM $cm(OB) fi�mmw= r 2.172° 1' our 3-Iw 1' 24w r 2-tlr r s-Im IL48' O.W Ww Emne6mnt 13(4' I-we fo114' Vur r i4W 1.114' 1 -1w I -1w 1 -Iw 14M ;AWeGoft f1w vw (eee 1 2APOW 04.71P WL O.C. ISWAM W op. 1 3W 300 460fOS 880 844 27003 molls 3b1 bs 7Mff3 48819 ON lns 32803 iwa t30P 4Am1mf6�1.t9 man. 0. /8tm8mtl dlp (1 2p 001- 41901ns 7006s WA WA WA WA 00me WA MW NA WA f1was MUM 112)03 4A0 1mU.O.QI(2)MA�dlps(FtO. mas 700m �"m 1800 Ws 1000fW 040 US M0U WA m13 owft 8800re 882Qe a40a» Ito A 4 AW= G 0.48' !a0. 0.0.1 LWIA nll0lir Alum. Au IR, WA WA NA WA WA WA WA WA WA WA NA WA WA 1432 Us 1Anww1F(Mpf. 106US 10823 226 t 44028 02290 138bs 140 bs mli� 370ms 234ff3 3n 83 80103 W15 2+003 Zeus aAtfofw�e 1.18't�1.O.C.t P-00P 24003 WE WA WA WA WA 180ta Nat WA —r—WA--r WA I WA I 3W US 4201 00Dbs FIGURE 1: FIGURE ' . • 0 • • • • • FIGURE ANGLE • • • • CUP MUST BE USED IN PAM. FIGURE 4: FIGURE 8 FIGURE & • • O • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INM M 71ON ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTH$ IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 19-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEET$18 -20. 4) SUBSTRATES: CONCRETE $HALL CONFORM TO ACN 301 SPECIFICATIONS. FOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) $HALL CONFORM TO ASTM 040. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN 88 OF OX& ALUMINUM $HALL BE 0003 -T8 AND BE A MINIMUM CF . 123° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST AW THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREAD BEYOND THE MATERIAL - ANCHOR CAP._ TH)SFORMUTATOOBTAINTHE ANCHOR kCITY REQUIRED" CORRESPONDING TO AN UAL PRESSURE REQUIREMENT FOR THE NING, WHEN IT IS LOWER THAN THE MULLION ACITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR ACITY WHICH MAYBE USEDTO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE r J VIII I1y1yI��j�� // _•1 \1111111 /tt1 * • 140.58705 liO��: '•. �16ROgP.•�G? i�iS`S /ONA�- �.`. A. LYNN1f �R� P.E. FL P.E.# W w TABLE Mu01on conaft Tubb a"" (for ver0aa0psp9mdng muOfaB) o70penMg H9Iph1(QDr ilQrim11te6y 6pamdtg mtAgon9) Nit BON 7060 SD In $bl WON 120 In 14060 16060 2x4xM AeftW9m Lm9 I Tmp/01a88. Loft Reotmg019t Lwft T*nfti0. L-ft ReaWoUbr LON" TMffftW. Loamtrp Reatorwo Loaft TIMPAMEO. Lead106 RetImOU* Twordow wam" Rodommtm L"ft 714NTdenp. Loamr• matm19198r L-00 'S'ap1711en0• tbapir♦ Loemng TrepTrtanB. Lm0.aB RaaleD9uler L-ft T L-ov AIum.Tubo Mullion I 1 il11 1 1 1 ' � 1 it i h h h 1 Ill � h 11 Ill a lI l j 1 4260 TMO 820 170.0 436 170.0 744 170.0 478 170.0 Sm 170.0 !AB 170.0 992 17.0 819 170.0 Ills 170.0 Sam 170,0 120 17x0 621 170.0 1488 770A 821 170.0 t7W 170.0 82! 170.0 1883 170.0 821 48ln '170.0 708 1TOA 810.! 170.0 860 170.0 899 170.p 882 170.0 830 171Lo Ills 17.0 881 MO 1278 170.0 877 170.0 1417 170.0 880 170.0 1700 170.0 sw 170.0 1948 Imo SN 170.0 2287 170.0 � 8032860 170.0 747 170.0 5583 17.0 898 170.0 831 170.0 1648 17.8 084 19p.0 lies 17.0 7'B 170.0 4898 ITOA 747 170.0 1494 771L0 789 170.0 1788 170.0 786 17.0 2092 fl0.0 789 17.0 73M 170.0 MS 64 N 170.0 787 170.0 812 170.0 989 170.0 891 170.0 1148 17U 784 17.0 1278 IM.0 S 1434 170A 837 170.0 1894 IMO S0 170.0 ISIS 170.0 801 170.0 22M 170.0 881 TTOA 2860 770.0 881 6060 170.0 888 Imo MI 1700 INS 170A 748 17.0 1240 170.0 879 17.0 1417 170.0 844 17.0 INN 170.0 998 170.0 t* 1033 170.0 2128 77.0 'n 170.0 2470 IMO 1083 1603 2080 170.0 UN NN 170.0 948 170.0 745 970.0 1118 170.0 SW 170.0 131¢ I.6 SW 17x0 1488 TMMA 1018 170.0 1073 IM 1078 170.0 1089 770.0 1122 170.0 2251 170.0 1189 18&7 2883 17.0 1171 14&9 2883 170.0 1171 ,g 18In 17.0 974 170.0 789 17.0 1489 170.0 ON 170.0 IOU 170.0 1002 17.0 INS 17&0 1WS 170.0 1783 IMA 1168 I= 1849 77.0 1210 Val) 23ls 770.0 1278 181.8 2487 170.0 120 1310 24N 170.0 1288 3Q�p 7260 170.0 1083 170.0 SM VILO 1218 17010 IW9 170.0 1488 170.0 1126 IM4 17W 1700 1225 170.0 1013 170.0 1818 170.0 2128 T/.0 1387 140.0 2104 IM0 UN 124.8 2184 77.0 180 1092 2184 770.0 '1890 0 Mtn 170.0 1122 170.0 087 17.0 130 170.0 1600 170.0 1870 170.0 108 170.0 17N 17MO I= 160.7 16011 IMA "MM 1488 INS 170.0 1508 123.8 1960 181.0 1848 160.1 INS 184.0 1606 019 ISM 1SL7 4891 .i9 7960 170.0 1181 7/0.0 987 170.0 9381 170.0 1118 170.0 1811 17.0 100 170.0 1842 170.0 7609 1827 1881 470.0 1474 fa7.4 1601 18 &1 1480 114.0 1801 1473 1479 SU 101 198.0 140 8&9 1481 INN 148} 6060 170.0 !ffiB 71.0 1144 149Y 1998 188,0 1219 127.8 1598 190.0 1160 1113 1998 121.3 IM 994 1488 110.2 in 8 &8 1360 101.0 1147 74,8 480 89.8 1122 NA 1.= OLT 1106 6&8 1860 MS 1608 ON 147.4 1228 513 - ION 122.9 109 127.8 1078 108.3 1228 1112 101 120 60.9 1044 81.9 1260 89.0 1= 75.7 1206 92.4 1016 81A 120 72.2 ON 62.7 109 0.9 971 46.1 1229 811 987 10 N 160.0 871 108.8 877 5583 01 60.0 80 74.0 971 77.2 SIB 84.7 871 88.4 607 313 871 81.8 828 61.5 871 863 876 491 971 4&O 760 973 97'1 440 YN 314 871 4.8 771 111 N 88.4 818 873 892 78,8 816 81.8 eW 8&1 819 703 608 W. 8'78 6L8 784 8&0 818 0Z 784 477 818 81.8 774 88.7 018 443 70 54.1 818 40.2 742 283 878 97.1 782 12060 763 70 783 718 82.8 960 MA 70 8 &8 70 883 806 47.2 70 48.4 N0. 41.9 70 443 877 377 70 40.8 80 51.8 760 84.(1 860 27.0 798 91.0 841 28.8 760 28.4 Nt 14460 43.7 698 441 804 5&4 648 37.0 41M 31.2 BO a1A 401 273 50 2U 4W 243 898 0.3 479 2L8 849 2L9 474 1U 648 19.6 484 10.8 848 17.2 460 1 &7 848 18.6 448 TABLE 96 ANCHOR CAPACITY ADAunmENT FORMULA- A1ro0roi7Capatdty Table (®1s) (ANCHOR'CAP.,,m,,,. (DP,)X`MULLiOI CAP.,,®,w,.�"ANCHORCAP_ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE QPENM WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YELDAMWIMUL7ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. AW w CUP Pabn 17k OWWds U.Nu . FBWCLW Abaha 3M8" ENe l6maoan 174° EboUOream 55nr ENo 116♦wr 9f7r (Tao Ntmav v41 Umaaaal 141" SO EN6 AW as to N1S' Elw l IW 9S WW Af tm OtO Steil (41551 012137801 (CM 012117881 SOW (30 Edp ostarme _r 2-1W I° I 2-Vr 34/r I- I 2.Vr r 244 r 341r r .49• attr 0324' fair 1 4• 134Y 1 14W r ° 1.114° -Fl-w- 1 -v4" 1-v4• r tare° 14V KeNtralB 2AImlmre®4.7r m8.00 1 for 990 401b8 890me ls449s 6 740761 604 ma 11 Ill 4203. BN on 4AnObme @18r M760,G1StWdWd g1m 740215 7 b8 NO mB 1448 m8 142408 n WA 00 me WA -M-69- WA SM Ms BO mB 110706 BAnd=01.7rWO.C.19MMmdCOpft 55000 78008 iMMS WA e WA 7Nme WA WA WA mama 1260168 180 ma 4And= r m A 0A t 2x6 W AnBUTAps T80me 86008 18601ls 1lreelo 8 WNOWA WA 7BOme 960 me 8600q 20408 W2me e403a If2pa• akwa9 a m m 0A. 1(2)2x6Atg10 Me ft 1170108 11"02 WMIM 244006 .034408 6 IWA 114028 1041bb TMU 3848608 mm0 10600n ISM m8 3AOdi0t8 134° Mtn.0.G 1 U-000. moo 7!8° Alain. 0''B. 7J: WA WA WA WA WA WA WA WA WA WA WA WA 071 a AO�u64 a1W' m91 O .1 u4ft 860 ttr Aline 0'14 9}: N�A WA WA WA WA WA WA 1DA WA WA WA 197.0 21 D» 2AlmfotB @LN"MIO.00t F-Mpf. 9k BTDtbB 870 m9 31808 7491♦q 792110 WA 998@8 WA 440 ms KFA 918 ene ma 00Iba 3Atm1x18�1.7r O.G lRKIDD0 1 480 ms 98008 3400• 760 me aWOm 1 27000 2W Um I WA 960168 1 460 me 440 m3 719tme 32�ma 4008 5560 mS FIGURE 1: FIGURE 2: FIGURE & FIGURE 4: • oe o • oo • ♦ so • • se • O eo o O o0 o O o0 0 • oo • 0 oe • o so o • oe • • oo • FIGURE & FIGURE & • • • • • • • • • • FIGURE r FIGURE & FIGURES. FIGURE 10. ANGLE CLIP o• •• Boo • IE (FIGURES 5W) e o •• o MUST BE USED IN PAIRS• e• •e • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND $FEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 19 ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN AM NOT TO SCALE. FOR EXACT DIMENSIONS• SEE SHEETS 1 8-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRUM IN THE FELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 16-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SO OF 09 5. ALUMINUM SHALL BE 13063 -T5 AND BE A MINIMUM OF .128' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK (19 GAUGE). STRUCTURAL STEEL TO BE AT LEAST -12V THICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND THE MATERIAL 2'X T X 28' MULLION 11 x 4r Im `� 1111111Y ' k . No. 53705 A ti-,,so .ng- 40- STA ,/,/7$IONAL A. LY,N"q.L k P.E. FL P.E.# BB708 I BD In 1 601n 1 to in I Win I OD b 1 Im In 1 12D In 1 140 In 1 ISM 2x8x26 I-" Loaft I I-" I L-ft I Loaahg I L-bv L-ft Loexne I L-Am I Im610 I u-m I Loft I LodMa I Loaf I LoHuiv I wea9tB 1.OX69 tosabg AhImmaNbe fill 11 1 111 11 11 1 1111 1 1 11111 1 11 1 111111111111itill if 111111 1 1 It ArdWCFpPaftn I AfWW1pp&1 aM6' RIM utmo I 1l4"Elmum6 I5 I wiromUlww I 1weacummm (DP )X }1ANCHORCAP.,,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Sze ..+o.ar ..w ,a. «.,...., &d1d8-cob W W WA ry W n W WA W NIA 2680 Q� h- -2.000'' —�1 No 2AnMms 0,14.88'Nan0.0.7F4Mpft! MRS MO l• 460 tl• 89011• 1=Ma 77B In 280160 WMI T4010 4wam 6626rs 118YI�s amms A20 tt• BBB O• m@atp 4 Arcl•10 1.71° BBbt O.C.1 F C8ptR18. 11k 50 @s 780 60 Bt ft 1�8 Ba< NIA WA 4JOIb0 WA m ms A NtA WA U2 Ba B40me 11� Bo .260a BMyimd �111111!l F77 FIGURE 1: FH3l9tE 2 FtfiURE 3: FIGURE 4: FK3URE 8: FKHURE & FGURE 10: FUHURE 11: TABLE NOTES: • oe o • ee • • se • • oo • o• e• • ee t oo `�� '( !j // 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SMET22 FOR INFORMATION ON :••••�CENSB O ee O O ee p O ao O • oo • •e ♦o O oo • oo LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6A M' ., �:' •., D o e o D o e o 0 0 0 0 • e a • e• •• o o e • o e 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 68705 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 180. 0 o e • o e o o • e e • • o e • e a e o • e e • o o ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED - Q. FIGURE 6: FIWREB: FIGURE 7: IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. -p 0•T oft W; ANtiLE 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWANDGROUT -FREED ��) • . g O CUP CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE e88- TBAIdD BE A MINIMUM OF .126` DIE]UME]UPAIRS. M US �S BE A LEAST •126 TTHHICK AND Ate. ALL ANCHORS INTO METAL 8 A L BEXTETEND )ATSLE�AST 3 SCREW To USED w THREADS BEYOND THE MATERIAL r X e' X •2v A. LYNN PuILI.ER, P.E. MULLION FL P.E.# 58M I TABLE 11A Ar&W GNP Pat m8 Arelrorllpw� 9N6 FJeo 1Rl�eoon I 1M utfarmn f I &tN`taJOOi>Jtr n I 9f4'akoi ml l AWWMW I� UUMM I gpa"lSOMOaMlamsw (pBJl auw pm FIGURE 1: F*- IE ANGLE CLIP MUST BE USED IN PARS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE MILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1&20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATKXNS. HOLLOW AND =W FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM M. WOOD $HALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM $HALL BE SW3-T6 AND BE A MINIMUM OF.12V THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (1S GAUGE). STRUCTURAL STEEL TO BEAT LEAST .128' THICK AND A38, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ) X ( 'ANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUREMENT FOR THE MULLION CAPOP ACITY (FROM THE TABLE) OF THEESSELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. fill ea ca�{g1tG tvUh the iRmlda T Buq ca, 2116' BY ice. tilltlt!(J NS T ��• �tZ ;Cf F �FQ 126'X2.11'X.12F MULLION ` •. '/l (INTEGRAL FIN MULLION) *' '' N0.6870fi �( all W: or 4�W In A. LYNN X61 R P E FL P.E. #WM TABLE 12A openm8 vmm Wvemc9q -varmm nv3m) m Opanfn9 He[8M (N1r I�rimrriaBY•s�rmtn9 mWtore) Win fiats 70 in Win 9a in 1DOh 120 In 140 In twin RdmgWer I Timnim Rm Tmpffdmg. T ftdwft TmpTfto Rmf *dm TwTftv. Rmt®VLft TiB� Rte' TMOT". RmtenguleR 7teomom ftmm tw TmpTPm®. TV074 M IIli h 11 1 t 3.28"30 L-ft L-ft Lmfllrdf Loaft Loaft Lama Lwft uaft I=" I,-" L-ft usft Looft LM Loadm j III 111 11 1 &1 11 ma Hi it a TH 11 'Ill Ili 1111111,1111,1,q0, I, ','I fill, ",Ili if 11 At C0pPaft= I aneeorrypel ana ElmDim I va °EfaoIlamotm I�� I atPEmoLufmm I 1rs uwamD I' I I1ta 38 Bet FIGURE 1: FIGURE 2 FIGURE & ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT -Fn I F.D CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 6083•TS AND BE A MINIMUM OF .128' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 048" THICK (1S GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 128" THICK AND ASB. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL RRUMM GAPAGLTT ADJUDYMENIF FORMULA' (DP—) X /ANCHOR CAP. ®,„� =ANCHOR CAP.,, \ MUWOR USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REOUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. 3D° BAY MULLION f r 1# /� t�ttttlltttt� . * N0.58705 � • STATED �, A. LYNN MILLER P.E. FL P.E.# 65708 In I r•� ftam w I TMOTM4 I ItAt"quier T ."Rlmg. RlA6�u1 326"46 Loading Loader Loetllns Loedbg DE12, AL BAYfiWLL fill,114-1111 I'll I'll I 9 >! Armor Cap Pubrm N ODN 6QOt ,OO In IwRiweii a9 Im tomft TM*Tft*4 Lo ft Loemng PAamg w LOmMg Tmo tem. 9 11111 ! 11, fill, 111 a 1111.1, I b) 140 In 1401st of T•pftfe RadmVuW 'pepTfhOtp, Rect•mutm Tmpfi3Og. Tilo Laa9u9 toatlh9 Loee6�8 t+�a8 if 111 Anahm type) 8J'Ri'EI*N1/aa0n 1 114•8otpha= 1— I &18 E�UlOaom ( ,l4°Elm UltraOOn I,rs l mm 1w 13wew(f ftw MM llt031 FIGURE 1: FIGURE 2: FIGURE 3• ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAID. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1528. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HaIAW AND GROLfI FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C4)D WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6083-75 AND BE A MINIMUM OF.125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE} STRUCTURAL. STEEL TO BE AT LEAST . 125` THICK AND AX ALL ANCHORS INTO METAL SW W. EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (DP )XULN;;CAP°ANCHORCAP.- USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUBMEMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 10 v :LM11tItt)`� it : N0.66705 -o' a STA E O ��O ••. O ��'•.,FLORIQP: Gam`: A LZ;S, MILI`E` 4 P.E. FL P.E.# SOM i i J , r � I i i J J i r 1" X 2.78` X.660• MULLION 8083 -TB ALUM. X-SEC ION j� r / r 4 y {�{ x.126• U•C - LtP `I F-.12V I! .� i 8083 -T8 ALUM. X- SECTION 2X8 ANGLE CLIP 2.128" 8003.78 ALUM. 2.0 Xr X- SECTION 7 I .126" .128• - j .740' M-�I! !I� &800' CUF HERETO 378• .378° &128• - --i OMATEMIP.SM MIN. MIN. I [- DETA1L F. $t 4 =III mo* 4 N-- 0.312• -- STANDARD CLOP 808&78 ALUM. TOPVIEW 8.800' 378" .378° MN. MN. I 1.16° n MIN. O.0 I 0.312' B I t OFFSETCUP •128• BOT30P VIEW .740" -t ¢ SW MN. Fes- 6.OW I .378° MIN. U•G1 IP 9089.78 ALUM. I E FO 1•XY rx2.T9•Mta IoNe. 0.312 0228" TV. 3.000" MIN. 8089- T9ALUM. 1•X3.128•Xzw MULL ONLY. am 9 E TOPVIEW . U•CLP 6083 -T8 ALUM. MULL ONLY, SHEET ET 12 TOPVIEW 2X8 ANGLE CLIP 6083- TSALUM. TOPVEW TABLE B l � Mail Dimetlldon (dteetilj PGT Part# Mullim Sid. Clip OR9et cup U-dip Angle Clt 1•XrX.128•(8) 6wo 888113M 888111eM 86824at i................................ 1• X2" X.378" (6) 888008 I i i J J i r 1" X 2.78` X.660• MULLION 8083 -TB ALUM. X-SEC ION j� r / r 4 y {�{ x.126• U•C - LtP `I F-.12V I! .� i 8083 -T8 ALUM. X- SECTION 2X8 ANGLE CLIP 2.128" 8003.78 ALUM. 2.0 Xr X- SECTION 7 I .126" .128• - j .740' M-�I! !I� &800' CUF HERETO 378• .378° &128• - --i OMATEMIP.SM MIN. MIN. I [- DETA1L F. $t 4 =III mo* 4 N-- 0.312• -- STANDARD CLOP 808&78 ALUM. TOPVIEW 8.800' 378" .378° MN. MN. I 1.16° n MIN. O.0 I 0.312' B I t OFFSETCUP •128• BOT30P VIEW .740" -t ¢ SW MN. Fes- 6.OW I .378° MIN. U•G1 IP 9089.78 ALUM. I E FO 1•XY rx2.T9•Mta IoNe. 0.312 0228" TV. 3.000" MIN. 8089- T9ALUM. 1•X3.128•Xzw MULL ONLY. am 9 E TOPVIEW . U•CLP 6083 -T8 ALUM. MULL ONLY, SHEET ET 12 TOPVIEW 2X8 ANGLE CLIP 6083- TSALUM. TOPVEW TABLE B l � Mail Dimetlldon (dteetilj PGT Part# Mullim Sid. Clip OR9et cup U-dip Angle Clt 1•XrX.128•(8) 6wo 888113M 888111eM 86824at 6BBSi1M 1• X2" X.378" (6) 888008 M114M 8861118M 688244M OM12M 1"X2.76"X.376'(7) BB807 8W116M 6881120M 868245M SM13M 1"X2.7WX.SV(a) 66848 668118M 6861121M 8882461A 68B514M 1"X 3.128" X .SV (8) 68837M 8881116YI ONI I14M 8MU42M 888818M 1 26" X3. 188" X.285• (12) OBS41M 881 6117M 8MI113M 888241M SWiGM 12W X 2.11" X .12W (16) 1 68370 NIA NIA NIA 1 1768 NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DMENSIONS OMEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A j i i 4 r i r Dimenslon Value On) ForMugiom A 1.828 1" X 2" X.126• Atuninam Tutor Mullion B 2.854 C CAN D 0.740 E .450 Mil. A 1.128 1"X2" X.376' Aluminum Tube Mullion B 2.404 G 0.638 D 0.480 E 0.450 A 1.878 1" X2.78°" X .375 Alumfmurt Tube Mullion B 3.000 C 0.757 D 1.118 E 450 Min. A 1.312 1" X2.76' X '684" Atumh n Tube Mullion B 3.000 G 0.478 D 0.838 E .460 Min. A 2.000 1•X&128"X .sw Alum Tulin Mug B 2.637 G 0.863 D 1.137 E ABD Min. A 2.628 1.26• X3.138" X.28 Alum Tube Mug B 3-M C 0.a2 D 1.762 E A50 Min. A 1.813 1.26' X21t• .121" Alum Tube Mug HE if `�1�`��'�jcENSE• .KF� ' � • No. 587'05 O [ STATE TE •�: :��'• ,'��sIONA��,• . A. LYNN S45lLLELIi P E. FL P.E068706 ,, tow ! y 4. MULLION MULLION Aw 2-A w SAY MULLION i A j ! / j Qrj m: CUT HERETO CREATE RCLIP. SEE 8° WrAILF. SHEET4 1 WN O I MIN. I ''`—f0.31Y C.C. 1 o 1 o 1 11 I STANDARD CLIP 6083 -78 AU1M. TOPVIEW .1.877' .128° .378' MIN. 1 I .128' 48` MIN. "``g 312• O.C. P SAY MULLION I 3.280' 220W 808378 ALUM• H X- SECTION O o 1 OFFSET CLIP NOTES: 5083 -76 ALUM. TOPVIEW 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE ORD LED IN THE FIELD FOLLOWING DIMENSIONS GrJEN ON THIS SHEET. 2 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. .335' CO MIN' F wo2w ULCLIP SOW70 ALUM. USED FOR ALL 1` X4' MULLIONS. sHEETS�o3t1 TABLE C TOPVIEW TAFILF n �s.006' MIN. . O 371 5 2XSANGLE MP 8083 -T8 ALUM. TCPVFW Dimeralon Value on) For Mul tow F 3.687 1" X4" X.126" Aluminum Tube Mulft G 1.000 H 2.6110 F 3.187 1 "X4'X.WV, mattnum TUbo MU111 1 O 0.767 H 7-436 F 2.813 Bay MuA F 1 2.878 14F Bay Mull Mull Dimerrolon (eheetl� POT Party l Alon $td. clip DlteetClip U4Wp Angle Clip 1 "X4 "X.128°(10) SM 686111M 0611220A 866241M 8WISM 1 "X4"X.377(11) 10 6M112M 6W1 123M SBBZ42M W019M 30 Degree (18) 649 WA WA WA OM110M 46 Degree (17) 86650 WA I WA WA 8886111M 21 (BAY MULLS) 0 3.0cr MIN. O.C. (V X-C MULLS) 1t Il UTt LYNN Rj1 ",� tk : No. 56705 k A. LM; ii 'P' 'E. FL P.E.# 08705 TABLE E Mull Dimension (>d host 0) POT Part 0 Mullion Std. c" Ud2Ip Angle Clip rX4- X.2V(13) S r SHEE7A 686271M 665112M r X 8" X ,2W (14) 00004 666282M 668272M 888@ 113M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. i �----- z000° ----1 rxerxis MULLION 6003T8 ALUM. %SECTION t i f / f WHIMETO .3715. CRPA'rErCL(P, 3M .378" MIN. F- MIN. O.C. �'y I 0.312' v I 0 2:620` `- STANDARD CLIP 808378 ALUM, TOPMEW ssoo°� WTHERETO a�--I _ SEE STALL P. SEE , r SHEE7A MIN. 1.718' I MIN. O.G\ ( r�J R X0.312' - — - - - — 4.810' 6.43 O I 2.020' L- STANDARD CLIP 6%3.78 ALUM, TOPMEW i Y 0.226' 876" I O 1.344• o.c q i a.4ae I .ea7^ MIN. a.c. U-CLIP 8063- TBALUM. USED FORrX4' MULLION, SHEET 13 TOPVIEW i / i l ' 8.000' 9.00° MIN. O.C. w Fes« MIN. 0.31r q— -- Q- - - - - -- 3.438' 378' O Obi MIN O .378° I I Q 6ANr say 0 1 0 I 0 837° MIN. O.C. U-CUP 0083 -TB ALUM. USED FOR2'X0" BILLION. MEET 14 70PVIEW 2X8 ANGLE CLP 8083- 78ALUM. TOPMEW 2XSANGLECLIP 603- TOAL(4L TOPMEW P ............. � '•. it No. 58705 oil L E OF A. LYNN MILLirt, P.E. FL P.E.# 887CB EXAMPLE 1: SINGLE VERTICAL MULLION NOANCfiORB W Heap THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -114". THE OPENING REQUIRES A DESIGN PRESSURE OF+so ow o PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72 AND THE OPENING WIDTH IS 32'+32+1° =86". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT AT IEA,S'i' THE WINDOW FRAME DEPTH OF 2 -114" AND WILL MEET OR EXCEED THE REQUtliED rd DEMON PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. 121 to P .M PROOUCT•I am WrADA SHEM FROM TABLE 3A. SHEET 7, THE 1 "X 2.76• X.376— MULLION ( LENGTH ® 72, OPENING WIDTH > 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +M.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. �q] q APPROVAL QS! Y FROM TABLE 4A, SHEET C THE 1"X 2.76° X .6W MULLION (LENGTH - 72, OPENING WIDTH - 707 HASA DESIGN PRESSURE OF +/.7Z? PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE MULLION OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 630 LR. In 7m 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4) #12 ANCHOR AND THE 2X6 b ANGLE CUPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. N 08lEE18 DESIGN S, WILL PW APPLY TO DESIGN PRESSURE REQUIRES THAT THE BOTH THHEE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED � THOTtU E INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS To MULLION. NOANCHORS IN-WINO W GILL IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/40.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF ON LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DEMON PRESSURE OF 60 PSF: LL! VA- m (60 PSF) X { W7 LF } Q 624.8 LBS (MAYBE USED TO QUALFY # 10 STEEL SCREW$ FROM TABLE 4B) � THE BUILDING SUBSTRATE IS KNOWN TO SE CMIJ ON THE JAMBS AND USES A CONCRETE HEADER AND SOLI. THE WINDOW FRAMIE DEPTH IS 2, .TTHE OPENING REQUIRESA DESIGN PRESSURE OF +60.0-60.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32' +7210-106" AND THE OPENING WIDTH IS W +38° +1 ° =73". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2.3ArAND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/436.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE. USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A. SHEET 7, THE 1 "X 276' X.375" MULLION ( LENGTH =105", OPENING WIDTH a 807 MEETS THE DEPTH REQUIRED. HOWEVER THE DEMON PRESSURE E +1-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, FROM TABLE 9A SHEET 13, THE 2 X 4" X 2W MULLION (LENGTH =105'. OPENING WIDTH a 807 HAS A DEMON PRESSURE OF 4N.? PSF WHICH EXCEEDS THE REOUARliMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LB& BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2 TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 38'+38'+2 -74. NOT 73" AS PREVIOUSLY ASSUMED, VERIFY THAT THE DESIGN PRESSURE E STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-'U2"+36 -1/Y +2=737. 2) USE TABLE 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POUND CONCRETE HEADER AND SILL ARE S WIDE, IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EX3E DISTANCE. USING THE STANDARD CLIP WITH (0)3N8' ULTRACON ANCHOR AT AN EDGE DISTANCE OF 2-1/2 GIVES AN ANCHOR CAPACITY OF 1060 LOS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. FOR THE HORIZONTAL MULUO48: BECAUSE THE VERTICAL MULL WILL SE A 2X C X.258 MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MUUJONS.ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+7X+2 -1W. REFERENCING SHEET 4 THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE USED. FROM TABLE SA, SHEET 13. THE 2 X 4"X .250" MULLION (Q LENGTH a 42, OPENING HEIGHT■ 1207 HAS A DESIGN PRESSURE OF OLIMO PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICAT m. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LSE. 2) USE TABLE OB TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRE) FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMS ARE S" NODE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING'THE 2X5 ANGLE CLIPS WITH (4) 3110° ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF NO LOS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 621 LBS. 4) FOR THE U•CL.IP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS, TABLE 98 FOR THE U-CUP SHOWS THE ANCHOR CAPACITY IS 1074 L13S WHEN USING 3 ANCHOR. W MOH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LOS. THE ANCHOR TYPE IS A912 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1-54.7 PSF FROM THE VERTICAL MULUOR t/.17Q0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE 38" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION} THE LOWEST DESIGN PRESSURE IS +/40 PSF AND WOULD APPLY TO ALL OF THE MIUUUOM. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWON$ OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. `��,',`�,•4iCENS,g�'•�'P �i� .k No.56708 it SfA A. LYNNII{AtL' I �AR, P.E FL PAS SO705 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED PW Y� % V MEN PSI I LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHOREI i� LLI- LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF 7RAPEZOIDALRRWJGULAR LOADING: n •� ADING OF HORIZONTAL MU LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADINGOF(2 }HORIZONTAL MULLIONS �I LOADING OF VERTICAL MULLION r •y' f� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION �i Fig fl �a LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PRODUCT REV11 -M 1) DRAWINGS ARE -- pled° Coft RERESENTAT10NSOFTYPICAL NO PW CONFIGURATIONS. LMtt CONFIGURATION$ NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. I 2) IF THE LOADING TYPE CANNOT PIN BE DETERMINED. USE �� rCC? RECTANGULAR LOADING. a �• u 5g7p5 3) SEE PRODUCTS' APPROVAL FOR %j ACTUAL ANCHOR LOCATIONS. f : U Sril z. LOADING OF HORIZONTAL XL �YIILL�Etc, P.E. MULLION -w P.E.# SM olooll l l/ . . ri� `. f _ jl% / /. , ,� 11 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED PW Y� % V MEN PSI I LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHOREI i� LLI- LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF 7RAPEZOIDALRRWJGULAR LOADING: n •� ADING OF HORIZONTAL MU LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADINGOF(2 }HORIZONTAL MULLIONS �I LOADING OF VERTICAL MULLION r •y' f� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION �i Fig fl �a LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PRODUCT REV11 -M 1) DRAWINGS ARE -- pled° Coft RERESENTAT10NSOFTYPICAL NO PW CONFIGURATIONS. LMtt CONFIGURATION$ NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. I 2) IF THE LOADING TYPE CANNOT PIN BE DETERMINED. USE �� rCC? RECTANGULAR LOADING. a �• u 5g7p5 3) SEE PRODUCTS' APPROVAL FOR %j ACTUAL ANCHOR LOCATIONS. f : U Sril z. LOADING OF HORIZONTAL XL �YIILL�Etc, P.E. MULLION -w P.E.# SM LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF 7RAPEZOIDALRRWJGULAR LOADING: n •� ADING OF HORIZONTAL MU LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADINGOF(2 }HORIZONTAL MULLIONS �I LOADING OF VERTICAL MULLION r •y' f� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION �i Fig fl �a LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PRODUCT REV11 -M 1) DRAWINGS ARE -- pled° Coft RERESENTAT10NSOFTYPICAL NO PW CONFIGURATIONS. LMtt CONFIGURATION$ NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. I 2) IF THE LOADING TYPE CANNOT PIN BE DETERMINED. USE �� rCC? RECTANGULAR LOADING. a �• u 5g7p5 3) SEE PRODUCTS' APPROVAL FOR %j ACTUAL ANCHOR LOCATIONS. f : U Sril z. LOADING OF HORIZONTAL XL �YIILL�Etc, P.E. MULLION -w P.E.# SM LOADING OF VERTICAL MULLION r •y' f� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION �i Fig fl �a LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PRODUCT REV11 -M 1) DRAWINGS ARE -- pled° Coft RERESENTAT10NSOFTYPICAL NO PW CONFIGURATIONS. LMtt CONFIGURATION$ NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. I 2) IF THE LOADING TYPE CANNOT PIN BE DETERMINED. USE �� rCC? RECTANGULAR LOADING. a �• u 5g7p5 3) SEE PRODUCTS' APPROVAL FOR %j ACTUAL ANCHOR LOCATIONS. f : U Sril z. LOADING OF HORIZONTAL XL �YIILL�Etc, P.E. MULLION -w P.E.# SM f� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION �i Fig fl �a LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PRODUCT REV11 -M 1) DRAWINGS ARE -- pled° Coft RERESENTAT10NSOFTYPICAL NO PW CONFIGURATIONS. LMtt CONFIGURATION$ NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. I 2) IF THE LOADING TYPE CANNOT PIN BE DETERMINED. USE �� rCC? RECTANGULAR LOADING. a �• u 5g7p5 3) SEE PRODUCTS' APPROVAL FOR %j ACTUAL ANCHOR LOCATIONS. f : U Sril z. LOADING OF HORIZONTAL XL �YIILL�Etc, P.E. MULLION -w P.E.# SM LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION �i Fig fl �a LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PRODUCT REV11 -M 1) DRAWINGS ARE -- pled° Coft RERESENTAT10NSOFTYPICAL NO PW CONFIGURATIONS. LMtt CONFIGURATION$ NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. I 2) IF THE LOADING TYPE CANNOT PIN BE DETERMINED. USE �� rCC? RECTANGULAR LOADING. a �• u 5g7p5 3) SEE PRODUCTS' APPROVAL FOR %j ACTUAL ANCHOR LOCATIONS. f : U Sril z. LOADING OF HORIZONTAL XL �YIILL�Etc, P.E. MULLION -w P.E.# SM MDAD MQI i DEPARTMENT OF PERMITTING AFFAIRS (PERA) BOARD AND CODE ADMINISTW NOTICE OF ACCEPT. PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SC�� MIAMI -DADE COUNTY PRODUCT CONTROL SECTION U T Y 11845 SW 26 Stmt, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www mjQmidad&goWPera/ SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD -770" Aluminum Sliding Glass Doors w / wo Reiuforcemcuts APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD -LMP', sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, 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 Resistant Limitations: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. 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 ", 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 # 09- 0826.10 and consists of this page I and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. "eAxk i NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0826.]0). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD- .LMT ", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09- 0826.10) 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 Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL-5"3, FTL -6036, FTL -6001, FTL -60141 FTL- 6015, FTL -60171 FT1-60231 FTL -6024, FTL - 6025, FTL -6028, FTL -6031, FTL -6033 and FTL -6036 dated 08110/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued. on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10 /07 /11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08- 19- 09,12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 094)826.10) 4. Glazing complies with ASTME- 1300 -02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas OD Plus", expiring on 01/14/2012. 2. Notice of Acceptance No. 1 1- 0624.01 issued to "E.I. Dupont Denemo " "DuPont Butacite 0 PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 200 & FBC 2010 an "No financial interest", prepared by PGT, signed & sealed by L Miller, P.E. I. Statement letter of conformance to FBC 2007 and no financial ' terest, dated 0 -19- 09, signed by Robert J. Amoruso, P.E. {transferred from file # 0 26.10 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09- 0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09 -0177, 0177 -A, B & C api raved by CC Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E -1 G3.7n8' 3 /18" DESIGN PRESSURE CHART PVB SEE TABLES 1, 2 & 3 ON SHEETS 7,8 & 9 G3A - 8118° LAMINATED: (2) LITES OF 114° HS MAW WITH AN .t190 DBPVB INTERLAYER. G4A- 8118' LAMINATED: (2) UTES OF 114° HS GLASS WITH AN .090 NP KrERLAYER. G8 _rLaMINATM I.G. 3i18" T EXT. CAP +3W AIR SPACE +7111V LAMINATED: (2) LITES OF 3!'18° HS GLASS WITH AN .090 DSPVB INTERLAYER GO-11 1.G1.G 3118° T EXT. CAP +3V AIR SPACE + 7118" LAMINATED: (2) LITES OF 3M8" HS GLASS WITH AN .090 GOP INTERLAYER GBA -1• LAMINATED I.G. Ibr i EXT. CAP + 8118° AIR SPACE +7AS° LAMINATED: (2) LITES OF 3118° HS GLASS WITH AN .090 DOM INTERLAYER GSA -1" LAMINATED I.G. 114"1 EXT. CAP + 8115" AIR SPACE + 7/181 LAMINATED: (2) LITES OF S11S° HS GLASS WITH AN .090 SGP INTERLAYER 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E I= B POSITIVE DESIGN LOAN BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. NOA DRAWING MAP SHEET GENERAL. NOTES........ »...1 QUALIFIED CONFIG ». ».....2 -4 GLAZING DETAILS »»..._" ANCHORAGE . ...... ».... » »...7 -18 DESIGN PRESSURES 7-9 ELEVATIONS.......» CONFIGURATIONS 17 VERT. SECTIONS----..-I$ HORIX SECTIONS ».... ...... 18.21 PARTS LIST »....... ___ 21 EXTRUSIONS... » ».. » -..».» 22-2 3. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STM SCREWS, THAT COME INTO CONTACT VM1LDTT1Er2 JXSSIU1II A8 a AMEWel S SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 18. ALLATION SCREWS, AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. B. REFERENCES: TEST REPORTS FTL4898Q FTL4M. FT L -5001, FTL•5014. FTL-6018, FTL -6017, FT L-8= FT L -5023. FfL -8024, FT L -8028, HAS BEEN DES THE REQUIREMENTS OF THE 3. CONFIGURATIONS] SEE DP TABLES (SHEETS 7.9) AND CONFIGURATION ILLUSTRATION (SHEETS 2.4 A D.L.O. WIDTH -PANEL WIDTH -r S. D.L.O. HEIGHT =PANEL HEIGHT - 8.28" Fri -MI, F1T.4= AND FTL4=, DATED BIT =. HURRICANE ZONE FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 114" OR 6118" ULTRACON ORMERLY T N SCREWS • APPLICAT USE #12 STEEL SCREWS (05). 1141 ELCO Sp4 CRETE -FLEX MAYBE USED INSTEAD OF#12 SCREWS (PAN HEAD). WOOD BUCK$ DEPICTED AS 1x ARE LESS THAN 1112' THICK 1x WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED A8 2x A E 1 112" THICK OR GREATER 1XAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL SEA MINIMUM STRENGTH OF 8063 -T8 AND A MINIMUM OF Vr THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL SE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIAAiE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE IF SILL G4 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1141 SHIM SPACE FOR GROUT) 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, 3W FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ry n mum I m m fre mmems NOMM FLSM P.Q BQX 16� fRTf(Odtl� R S12i4 conmte Sfrenom ft*"MoMa P4600k(Amd,mTondwO P•nookillomOMAdapmr {Moiwr Shead cmiem ® ®® Qmtodcmu Type f>fe. Q:::1G �Ul.�'7L�'L..1�1 n Emb. Mlm Gd I�� 7910. m ffin. fab. mm Ed QW tumem7 1W 1 314 ®�>�FfEZJ•�, 1 3f4 2 1/2 1 1 314 Iib� Ti✓>Vi� I�LfClI ILLt1.l�!']f.rie 1 1W NOMM FLSM P.Q BQX 16� fRTf(Odtl� R S12i4 conmte Sfrenom ft*"MoMa P4600k(Amd,mTondwO P•nookillomOMAdapmr {Moiwr Shead cmiem I em mdcm Cetmmm Qmtodcmu Type f>fe. atln. ffmb 1d !1d n Emb. Mlm Gd lmn. Emir. 7910. m ffin. fab. mm Ed QW tumem7 1W 1 314 2 1Yd 1 3f4 2 1/2 1 1 314 2 W 1 374 ji 1 1/4 into Cmf 4ftx 894 1 1W 1 214 1 2 142 1 Not RMMMIGM0 1 1 814 2 10 tdot flaoa7lrrmMad NOMM FLSM P.Q BQX 16� fRTf(Odtl� R S12i4 conmte Sfrenom ft*"MoMa 11 M77m77ry eest7tlm R.m7ket7fem. Type 019. fo' umm.' Or971 CAD / 2700Pa1 AeTMC�1ce77gan1aadonn(7g �y {Fke�„ enw7Mtl 6�{I to7 ?mllmm 2709.221.2 aM gHF" pw RMof#*FM a=Cmfe+Tex884 ua baftlaw s Emb. - Embedmot llerea/e Jamul Ed- Edo M t rm Wood ea , n n. Emb ML Ed Mtn. - NRNm7m tn. S12 Wood f3orew 13/8° 1 1° BGa Crete x SS4 13/8` 1° CO71CRE7ESCREM STRevdnk� �yAM a 051(w t1NLEf�.�(}(awawW07Ti FbMXm17710 .. SERIES 770_Ai SGD - LM! SC!D770 A% APPROVED CONFIGURATIONS: SEE D.P. TABLE, r SHTS. ? -9 SEE It DP TABLE SHTS. 7 -9 T/ SI Xp � SEE D.P. TABLE, SHTS. 7 -9 SEE : rt R TABLE �L - fGS - fG* ti[•y SEE D.P. TABLE. SEE D-P. TABLE. OXO, 0)()(, )()(0, OXXp. XXXp i p CORNER, TYP. POCKET, TYP. POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL O SIGNIFIES INOPERABLE PANEL. d»L min1 c FW CHANW TH83SFiEET QUALIFIEDCONFIGURATIONS wmT�ranuaiooro 01 10 8 PEROW aWECOMM6AIT6 NoXAU1B R 8 78 mm Pae SERlE3 7TOALUII� SGD - LMI &W 11MOW A PE a M aWECOWAWM a�ASa�o Ddb'° ~° 8tam7o NTS 2 d 23 PQT0002 c roa"crwnrw p �,,,yp....M.lt -•Tot ty ``�� ENV LYNN Rlj ��•�'. �{CENSF .4F� * Ma. 68705 %k ;pCo. STATE 70I'V'ttAL'' {{E�•�`• A LWdN AI�rcR.tPF. p" am SI C TAI SH 7 SEE D-P_ TARI_E_ SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7 -9 /T17 1 =7 I 1 I.T,3u I:TIX TI iI.7 [L7 iil �Y7 �L1�riG! �Il fL ?1 rii7 fI -7 FF'7 [AmS6 E" C . ,Ne1�.a.w 11�oi$•ty OXXXXO, XXXXXO, OXX)QU(, X)O(X)X. aN� ��N ,� * ' No. 68706 APPROVED CONFIGURATIONS J.l lOJ11N9 AtO CHANGE 7Hl38HFFf ST F :' 0: +oro oav QUALIRED CONFIGURA77ONS �.r •. F <oRtOP••' ��': Q9h7bPlD 8 mmmwaWEcoma m tilt :154276 n �ii�s'•••�a • am! I a A,4 SERIES T/DALUM. SGD - LMI AL;'J,�• PER M" DAUE COMMM sm aawm am7TO N7$ 3 K M PGMM C aF.M"m APPROVED CONFIGURATIONS: SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, 70000=p SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7 -9 M SEE D -P. TABLE. • !! ♦ • ill I I I • • ♦♦ ♦ ♦ ♦! 1 81101 tVKW I A I PER~aWC=0M N=P.Q 8Q fB� .I842}'4 sEtt►ers n stuns s ee.er s Si sOtl IiMS I4 - 23 ' xP D01 ,rleaw AWWWW f ftormom I: •t �uulrrr, STAMOF As s10114A4 A. LYNN ULLLER, P E. P.E.•SHI08 EXTERIOR (@ 3116" HS GLASS EXTEMOR 2043116* FIS GLASS .000 DBPVB 74 080 SGP 3116" HS GLASS 3116" P GLASS 7116° NOM. 7116° NOM. 82 82 VW4Zr 3!4 °NOM. M. GLASS S 80 BITE 80 54 7/16" LAMIN ATED GLASS TYPES G3 7116" LAMINATED GLASS TYPES G4 EXTERIOR 2 14" HB GLASS EXTERIOR 205 114" HS GLASS .080 DBPVB .000 SOP 74 114" HS GLASS 114" 3i3 GLASS 8116" NOM. 8l16" NOM. 82 r3WM4* 82 M. 3W NOM. GLASS 81 81 BITE 54 54 9/16" LAMINATED GLASS TYPES G3A 9/16" LAMINATED GLASS TYPES G4A NOKOM F` I I SER IES 770 ALUMINUM SGD - LMt -I Ft�eara soono M'S 6 -23 ` PGT0002 HN gyp 4� 00.58705 it S /ONA!E,. P.E.9$8706 TRUSEAL WERM (BMW HR, GLASS 212 MW HS GLASS .080 DBPVB EXTE OR�m SGp 3/18° HS GLASS 3118" HS GLASS 3W AIR SPACE r3W 31s" AIR SPACE 74 3116-T GLASS 3flW I GLASS 1" NOM. 1" NOM 83 83 314• NOM. GLASS 79 79 BITE SPACER—/ TRUSEAL DURASEAL SPACER• --' 'C55 1" LAMINATED I.G. TYPES G5 55 1" LAMINATED I.G. TYPES G6 TRUSEAL DURASEAL SPACER—/ TRUSEAL DURASEAL SPACER---" 1" LAMINATED I.G. TYPES G5A 55 1" LAMINATED I.G. TYPES M 55 NO Pax - I SERIES 770ALUMINUM SGD - tMl ti Ftsaa7a soon pm l-6 &23 0� Pl3T0QD2 y itil o yYNN rll,��F.,,� .�� • �`pENSf • • � �� 11C ; 1So. ys705 •.'k '0 ' Q• $ all I i! loo s►ONA4,o A LYNN WW P.E. P.EJ UM .lol 4 � EXrmm 211 3n8` HS Glass 213 3ne "Hs GLASS , 090 DBPVB EXTERIOR .090 SGP 3M" HS GLASS 311W NO GLASS 511e"AIR SPACE 5n8°AIR SPACE 74 114• T GLASS 114° T GLASS 1 "NOM. 1" NOM. 83 V34' 83 3/4 °NOM. 79 19 GLASS BItE TRUSEAL DURASEAL SPACER—/ TRUSEAL DURASEAL SPACER---" 1" LAMINATED I.G. TYPES G5A 55 1" LAMINATED I.G. TYPES M 55 NO Pax - I SERIES 770ALUMINUM SGD - tMl ti Ftsaa7a soon pm l-6 &23 0� Pl3T0QD2 y itil o yYNN rll,��F.,,� .�� • �`pENSf • • � �� 11C ; 1So. ys705 •.'k '0 ' Q• $ all I i! loo s►ONA4,o A LYNN WW P.E. P.EJ UM DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - STANDARD STILE - STANDARD ASTRAGAL TABLE 1. a HEAD& SLL (H&S) KM; LOCK STRAIGHT& COFOMA8TRAGAL CLUSIM PLUS MEWMATEANCMCR Q IY. PER PANE. H & S. .44MANCHORQTY. ARHOOKANWORCI Y'. AnclwTypes: G3- 7/16° LAMNATED GLASS- W18° H.S. / P!B / 3118° HS 1) '914° 8.00 ULTRAOON OVIU lit.Y TAFOON = _ ) =G6. 71r LAMWTw tMLL .(31101 TBYR I AR I 3lfr KS. I P0 / URI" KS.) /WB /URI"HS.) 3) GSA- 7H8° LAMN4TEDLG .U.- (1 /CTBF.IAIR13116' KS.IM13110"KS.) 4) } • SEEANCHCPAGE NOTES 1 & 2 ONSIEEr 1. UNIT HEIGHT so 84 8 NOM, PANEL WDTH FRAME SIDE 8 N t9 Y t3 N ,y. V N N N , M K GLASS TYPE - 3, 3A 8, 6A +80 O +80 - 80.0 +60 -50.0 +80 -60.0 H&S C4 +4 C4 +1 04+2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 04 +2 C4 +1 C4 +1 C4 +2 24 I JAMB I 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 6 5 8 8 6 8 8 6 6 8 GLASS TYPE - 3,3A, 8, BA 1 +60 -60.0 +60 - 8010 +60 - 60.0 +60 -80.0 H&S C4 +1 C4 +1 C4 +2 C4 +1 I C4+1 04+2 C4+1 C4 +1 C4+2 C4 +1 04 +1 C4 +2 30 JAMB 10 10 10 10 1 10 1 10 10 10 10 10 10 10 Z;uggL 5 8 6 6 1 8 1 8 6 8 6 8 b 6 GLASS 3A 6, 8A +8 .0 + 80.0 � +80 80.0 +80 80.0 H&$ +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 04 +2 C4+1 C4 +1 C4 +2 38 JAMB 10 10 10 10 10 10 10 iD 10 10 10 10 WHOOK 6 8 5 6 8 6 5 6 6 6 5 8 G +60 .0 +80 - 50.0 +60 -00.0 +80 -00.0 H&S C4 +1 04 +1 C4 +2 C4 +1 04+1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 I C4+1 I C4 +2 42 JAMB 10 10 1 10 10 10 1 10 10 10 10 10 10 10 P -HOOK 6 6 8 8 8 8 S 8 6 8 8 8 GLASS TYPE -3, 3A 6, SA +80 -80.0 +60 -60.0 +60 - 60.0 +80 -60.0 48 H&S C4 +1 I C4 +1 I C4 +2 C4 +1 1 C4 +1 1 C4 +2 C4+1 1 C4 +1 04 +2 C4+1 C4+1 C4 +2 1 JAMB 10 1 10 1 10 10 10 10 10 1 10 1 10 10 10 P-HOOK 1 6 1 8 8 6 6 8 L 8 1 8 1 8 7 7 7 USING THE 9 SILL POSITIVE WATER DP IS MO PSF MAX WHEREAS THE 11/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED- POSITIVE DESIGN PRESSURES SHOWN IN TABLE I MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAMN tUGH 1 HORAGE SPACING AND LY WITH FBC EGRESS REQUIREMENTS. NO CHANGE 7M SH>:Er 0 = EXAMPLE ON SHEET 10 DLO WIDTH - NOM. PANEL WIDTH - 7" DLO HEIGHT - NOM. PANEL HEIGHT - 828° TABLE IA SILL HT. VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD H 1 -1P2° LOW 2 -12 ° + 48.07 PSF HGH +60.0 PSF SEENOTES 1-3 P.O. f878 fl.84274 90° INSIDE CORNER OHLENGTH OH OH HEIG T HEIGHT EQUAL TO 1 I bI OR GREATER SEE NOTE 3 I /AfUM SGD - LMI � Nx T - 23 PGTW02 SWAM $ids► 1i► all 1.0 VYNN ►yu! "n�,�� —`.O. 14o.86T06 • �'��i(�'• ,FLORIOP•��Gi A. LYN1N 0.1u: , RE P.E9887� DESRGI PRE86UREA4DANCHORAOE -UN- REINFORCED -HEAW DUTYFMF,- STAHDARDASTR� TAB a KADML (H&%88'E6•=& 8TRAWU& COM43tA8Tf1AOALCLUSTER FLU$ ME6&ATEANCHMMY. PER PANS. H& 8, >JAMBANMWQIY. >P4100KANCHDROW. ArtoMr Types: O4.711ir WAAIMGLASS -(MW H8 fOW1 V19 H8.) 1)Mf B=VLMWN(FDfBMYTAPCON (WA- OM Ir LAMN41E)OIASS- (iWK&ISWtI4•H8.) 2j Yt4°$84C16113•f9.PX O6.7N9 LMBLAT ®LO,U- (91'!9 TEAP. /1042! 3N9 H& / 80P18H8° H &) 8) '&H9 ULTf1ACON G' BA- 7116 °LAMIYO7tULO.U- {1!4 "7HJP. /AR /3119 H$./ /3f18•fL&) 4) V128Tf37 8=W((ffi) • •8EHANMCRAGENWW 1 &20NSHEET I. UNIT 84 go one 1 102 908 114 NOK PANEL WDTH FRAME ODE SILL RISE HEMif ( +) DE91GN LOAD Q es N LOW - 2.1 Q g +BOLD FSP HIGH - 4° I +60,0 PSP " 3 N N Q y p N �Q3 y f 5c�cN � 1 y �Q5 d f 4,4A8,SA SOB 40A 6010 •BOA BOA .60.0 80.0 -BOA 6" -80A 80.0 •8010 BOB -60.0 80,0 40,0 H&S C4 +1 04+1 CS+2 04 +1 C4+1 CB +a C4 +1 C4+1 C8+2 C4+1 I C4+1 C6+2 04+1 C4 +1 C8+2 C4 +1 04+1 00+2 C4 +1 CM1 C8+2 C4+1 C4+1 CB+2 24 JAMB 10 10 10 10 10 1p 90 10 10 10 1 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 6 6 8 6 8 B B 6 8 B 6 8 8 8 8 8 8 6 6 8 6 6 6 6 GLASS TYPE - 4,4A6,GA BOB •6010 w10 •80A 60.0 4)OA 8010 -00.0 BOA •®OA WA -80.0 BOA •BOA WA -OD10 C4+1 C4 +1 C8+2 C4 +1 04+1 C8+2 C4+1 C4M C8 +2 04 +1 04 +1 C8+2 C4+1 C)+1 C8+2 001 C4+1 C8+2 04+1 C4+1 08 +2 04+1 04+1 CS+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 tY 12 12 �M,,IH&6 4400K 6 6 6 6 8 8 8 6 8 8 8 8 8 8 8 S 8 8 8 8 B 8 AO,SA 6010 •60A 60.0 $0A SOB 430.0 ODA 40A BOA •6010 80.0 40.0 80.o 40.0 60.0 -608 H&S C4 +9 C4 +4 C8+2 C4+1 04 +1 C8+2 C4 +1 C4+1 08+2 C4+1 C4+1 C8+2 04+1104+11 C8+2 04+1 C4+1 I C5+2 04+1 C4+1 C8+2 04+1 C4+1 1 C8+2 38 1 4w- 10 1 10 10 1 10 -10 10 10 10 10 10 10 10 1 12 1 12 12 12 12 12 12 12 12 12 12 12 c� P-H00( 8 6 6 8 8 8 6 8 6 8 6 6 8 6 6 8 6 1 6 7 7 7 7 1 7 1 7 GLASS TYPE - 4,4A8.W 604 40A ODA 410A 6010 •804 80.0 •W.0 ODA •80A 80.0 49LO 60.0 -Goa SOB -WA C4+1 C4 +1 C6+2 C4 +1 C4+1 CS+2 C4 +1 04 +1 C6+2 C4+1 21 +4 (:8 +2 C4 +1 C4+9 C8+2 C4+1 C4+1 C8+2 04+1 C4+1 (S+2 04 +1 C4+1 (21+2 42 MR 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 6 8 6 8 8 B 6 8 8 8 1 8 1 8 8 8 7 7 7 1 7 7 7 8 8 8 8 GLASSTVPE- 4,4A8,SA 1 604 •80.0 SOA 43010 SOB 43U 60A -BOA 6010 -8010 804 DA 8010 �A 80.0 -8010 H&8 04+1 C4+1 CS+2 04+1 C4+1100+2 C4+1 04 +1 C8+2 C4+1 C4 +4 C6+2 C4 +1 C4+1106+2! C4r4 04+4 C6+2 C4+1 C4 +1 (03+2 C4+1 C4+1 C6+2 48 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 1Y 92 12 12 IGLAWrIPE-4 P-H00( 8 6 6 6 8 I 8 S 1 8 1 B 7 7 7 7 1 7 1 T 1 8 8 1 8 1 8 1 8 1 8 8 8 9 SOA -6010 6010 4,OA 004 -0.0 PANELS OVER 48" WIDE NOT AVAILABLE OVER 98" HIGH 64 HIS 04 +2 C4+2 C6+2 C4+a C4 +z OR2 04+2 C4+2 C6+2 C4 +2 %A 2 C8+2 J/dtlA 10 10 90 10 10 10 10 10 10 10 10 40 6 8 B B 6 6 B 7 T 1 7 1 7 4,4A8,8A 6010 -e0.0 GO10 A 604 4HIA 04 •80A O H&S C4 +2 C4+2 C6+2 C4+2 04+2 9109 C8 +2 C4 +2 C4 +2 G( +Y C4 +2 CS+z JM83 10 10 10 " 10 10 10 10 10 P 400( 6 6 8 8 1 8 1 8 7 7 7 7 1 7 1 B 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 114" SILL, 2. WHEN USING THE 2111' SILL, POSITIVE OP 0 48.67 PSF MAX. WHEN USING THE 4' SILL POSITIVE DP 18 80.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.2 Vr, 3114' AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM* THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. & DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS, P.O. 1628 8.3494 0 - EXAMPLE ON SHEET 10 TABLE2A SILL Hr. VS POS, DP SILL RISE HEMif ( +) DE91GN LOAD R.0 9 -1 -1 WA LOW - 2.1 +4887 PSF IVIED - 3-114 +BOLD FSP HIGH - 4° I +60,0 PSP SM NOTES 1-3 DPANDANG, SERIES 770 OH HEIGHT BOD7m I WSJ 8 123 STANDARD ASTRAGAL HEAVY DUTY STILE$ SEE SHEET 7 OR 9 FOR 110+ INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH - NOM. PANEL WIDTH - 7' DLO HEIGHT a NOM. PANEL HEIGHT - 825" 1J� -1 eYMi 1S 1�.-". • . a�.g1.1 OVERHANG OH LENGTH \1111111/ EQUAL T01 `��N0 µ3F J• `�P /,''r�� OR GREATER SEE NOTE 3 -off,• s1r it PGT= DESIGN PRESSUREANDANCHORAGE -UN- REINFORCED- HEAVYDUTYSTILE- HEAVYDUTYASTRAGAL TABLES. > HEAD & SILL (H&S) NTER OCK, STRAIGHT& CORNEtASTRAGAL CLUSTER PLUS NTElMfW 'rEAN0M QTY. PER PANEL H&S, >JAfdSANCHORQTY. >P- MMANCHORQTY. Anchor types: G4- 7118" LAMIMIMGLASS - (3118" H.S.1SGP/ 3118° H.S.) 1) 'U4- ELCO ULTRACON (FORMERLY TAPOOM 134A - 911(° LAMINATED GLASS - (1/4" H.S, t StGP/ 1/4° H.S.) 2) •V4° S84 CREMFLEX W- 7118- LAMINATED W.U- (3/16 - TEMP. / AIR / 3118 ' KS. /SOP /3n(rKS.) 3)'l918°ULTRAODN GBA- 7118° LAMINATED LQU .- (IX TEWP.I AIR I311W KS. /SOP /3M8-H.S.) 4)'12 STEEL SOWN (G8) "SEEANCHORAGE NOTES 1 & 2 ON SHEET 1. UNITHEIGHT so 84 es NOM, PANEL WIDTH FRAM SIDE • 'j U 7E i�� •.. PLpR10P•'�(p�� ''�,`SS U NNUM SOD - LMl v {i m� O V PC3TODO2 C -' N � N �' N( •'• lV CLASS TYPE -4, 4A 6, 8A 90.0 -90.0 90.0 -904 90.0 -900 90.0 -90.0 H&S C6+2 C6 +2 CS+2 I C8+2 I CS+2 1 C8 +2 C6 +2 C6 +2 C8 +2 C6+2 C8 +2 C8 +2 24 JAMB 10 10 10 10 1Q 10 10 10 10 10 10 10 RHOOK 8 8 8 6 S 8 8 S 8 8 6 6 GLASS TYPE -4,4A 8, SA 90.0 -90.0 90.0 -90.0 90.0 .90.0 9Q0 -90M H&S 00 +2 00 +2 C8+2 C8+2 C8+2 CS+2 00+2 1 CS +2 CS +2 08 +2 1 C0+2 CS+2 30 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 6 6 6 8 8 6 7 7 1 7 7 GLASS TYPE - 4, 4 A 0, 0A 90.0 . -90.0 90.0 -90.0 solo - 90.0 00.0 -90.0 H &S CS+2 08+2 C8 +2 C0+2 C0+2 C8+2 CS +2 CS+2 08 +2 C8 +2 CS +2 C8 +2 36 JAMB 1b 10 10 10 10 10 10 10 10 10 10 10 P-HOOK B 8 7 7 7 7 7 7 8 8 8 8 GLASS TYPE -4, 4A 8. SA 90.0 -90.0 00.0 •90.0 900 -W.0 90.0 -90.0 H&S C8+2 CS+2 CS+2 C8+2 C8 +2 C8+2 08 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 42 JAMB 10 10 10 10 10 10 10 10 14 10 10 10 P HOOK 7 7 7 7 7 8 8 8 8 9 9 9 GLASS rfPE - 4,4A6,SA 00.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 H &B C8 +2 C8 +2 C8+2 CB +2 C6+2 C8+2 C8 +2 C6 +2 C8 +2 00+2 C6 +2 48 JAM MS 10 10 10 10 10 10 10 10 10 10 10 RHOOK 8 8 8 8 8 9 9 9 10 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL 2. WHEN USING THE 2112° SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 31/4° SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED} SEE TABLE 3A. 3.2112°, 31/4", AND 4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112` SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. G. DOOR SIZE TO COMPLY WITH FSC EGRESS REQUIREMENTS. 90" OUTSIDE CORNER T"- TABLE 3A SILL HT. VS POS. DP SILL RISE HEIGHT ( +) DEm LOAD FLUSH -1 -111 NIA LOW -2 -412° +46.07PSF MEO - 3-114" +80.0PSF HKiH -4- +00.0PSF SEE NOTES 1 -3 P�18Y8 FL30874 FIT „L • 8mwo 80- INSIDE CORNER •. = a�li,l IOM. PANEL WIDTH -7° NOM. PANEL HBOW -828° PR0916tT �!OIHP t�NIMIIMt wilt dre ilea► �e�ti \\lS • �N.J+s + OVERHANG OH LENGTH tvvililUl OH �� t`� .... !4F''. �> NSE I OR GREATER �•` ��: is 14o.86T43 SEE NOTE 3 a-r- -^ fit 7E i�� •.. PLpR10P•'�(p�� ''�,`SS NNUM SOD - LMl /ONAL``�• Iu vvv+ a LYNN M P.B m� 9 d 28 PC3TODO2 C 1. 2. TAPCON) 2)1!4° ELCO SS4 CRETE -FLEjC 3) 5119" ULTRACON 4)V12 STEEL SCREW (G5) HEAD & SILL ................ 5" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, mm. 7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE Ir FRDM CORNER ANCHORS CAN BE INCLUDED ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90" CORNER ON SHT. 11-11 JAMBS & P- HOOKS... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7.9. SEE RHOOK ANCHOR DETAILS ON SHEETS WI& "ANCHOR PER PANEL" ARE 8" MAX ASTRAGAL R — - -TJ THOSE AT THE HEAD AND SILL 3 5' CENTERLINE SEE CL DE7 , SHT.11 CENTERLINE r' 8 °MAX � ENOLUSTERORTHOSE -- - - ^— r - - - - -_ i BETWEEN A CLUSTER AND a o - 4.051" o FRAME JAMB OR P-HOOK 2.0� t405'V - 1 MAX 8.6" I EXAMPLE O)X ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3' PANEL. 2 -TRACK EXAMPLE SHOWN) (14) ANCHORS TOTAL Tn'• PANEL, 4W x 960 DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR L(aj ------------------------------------------- C4+2 & CORNERS m (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP JAMS CLU8TER DETAIL BELOW SEE CLUSTER 2 C4 2 04 2 04 2 DETAILS, SHT. 11 x I I x x x x x x x x x 9" MAX. x x x x x x x x x x A(rMA o 1VMAX. x ».wel�Lf+twNYi�Mbrlb ` SEE NOTE t • 3 x (10 ) I q 3 5° TYP. BELOW - � x e FRAME 21* ANCHORS ANCHORS MAX O.C. PEE 1 1"' •11 x M ANCHORS 14• 0 • n P -HOOK x 13 FOR O ANCHOR CLUSTER 24• INTERLOCK o • I x x O.C. MAX, CENTERLINE • :� 3„ MAX _ SPACING O.C. L. 101MAX x x 1. x x x I W MAX x x *1 { x � x x24" MAX. O.C. T 3 5" TYP, j W MAX, TYP. L.-_ 80° CORNER EXAMPLE OX -90° OUTSIDE CORNER XO CORNER ANCHORAGE PLAN: (4) PANEL, 60"x 96" DOOR FROM TABLE 2, SHT. 6, ANCHOR TYPE 1 & 21N CONCRETE SUBSTRATE ... . ... .� SEE CLUSTER DETAILS. +� INTERLOCK CENTERLINE SHT.11 9° MAX o �� .1 LYNN Mlj �r�i i $.051 �� pt1 .............� �i 0 0 MIN. O . .j O.C. f 204° k i No. 58108 NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS TlPICAL JAMB CLU97ER FOR MIN S EXTERIOR SEE CLUSTER DETAILS, SHT. 12' M NN P M. N. a. P. Q & R 4 ; A• /o (1 (( w 1— c Ato cHaNOFT�ss SHEET 10T0 r�xevmnorn� ANCHORAGE SPACING & EXAMPLE PL4NS 'Doi; •............. o a�2 NOJQ7MlQ FLSN176 ••'° .. n_ ! .. 91JlN� A67fAARtTB a"kawax xxi" fix,, a L xex ....' .,e +gym NiS 10 23 PGT0002 C I Peo ----------------- r--- ------ - - - - -- AwwoAT.ff- i i - -------� --- - -- Cf1Fand INTERLOCK T. f»- INERLOCK INT. INTERLOCK I- CENTERLINE CENERLNE �r- CENTERLINE 3.6 _W 36 .7b 1.76 3.8 INTERLOCK INT, CENTERLINE -►I 3.6 _ 4.01 8.369 w�t�fERLOCK"'� IPP% CENTERLINE I t 1.76 3.6 zoo d.�1• NN SNEa: P o j nn sr — INIT. INTERLOCK pVTERLOCK CENTERLINE 1 s CENTERLINE I liv mw%A %JM%AwQI= ,W l6ZB PA. PL 948TH Dir— INT. INTERLOCK CENTER lNEj it 3.b s t I I 2.040 i - -4.048 I t I t t 4- TRACK. ASTRAGAL INTERLOCK ANCHOR CLUSTER - CO NOTE: INT ALL DIMENSIONS SHOWN ' ARE BASED ON MINIMUM ALLOWED. ALL DWENSIONS 3.8 i SHOWN ARE IN INCHES. 2.041 npw&mrvlw i .Aw#gyftwftdw.FJw t► 5EMES 770 ALUMHVUM SQD - LM! SSDM t aQ ii a 23 m� Pf3TOM VINN LV i 140 -g8706 * ! :'4 �• t i 'j3 STA •' �C �•,ol FLORIOP�� a tvrmi t' t`P.E P.ES88i06 ----- .___. -- --tip`` ` ^� — �.-- ..._...._____..� � -- - - -- NOTE. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM i `� ALLOWED. ALL DIMENSIONS S 2.04 INT. �� } SHOWN ARE IN INCHES. � 1 � 1 j WIT. 3889 i EXT. 204 ,% f ' -- -- -''' ----------- 2 TRat 90° OUT_SI CORNER SHOWN. 2 -TRACK 90° INSIDE CORNER SHOWN. i2- TRACK. 90° WSIDE CORNER SIMILAR (OPPOSr E1 2- TRACK. 9V OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER- 04 ANCHOR CLUSTER -CS USED FOR CS AND CS rraauataevu� ��wrrrlerww 0 � � - -'INT. ---- - - -- -- a6 -- - - - - -� kink 93 1 I i a `• i 2.04 i ° i t i 3.889 j i I o i i i E 2.045' L— S ----------- $-TRACK. 90° OUTSIDE CORNER SHOWN, 4TRA V ° ISIDE SHOWN, 3- TRACK. 00° INSIDE CORNER SIMILAR (OPPOSITE) 4- TRACK. 90° OUT$ DE CORNER SIMILAR (OPPOSITE) �.` �y LiN C-S ANCHOR REQUIRED C-8 ANCHOR CLUSTER REQUIRED AMR ATALL$ -TRACK CORNERS ATALI- 4- TRACKCORNERS 14°.68705 SfAlSOF IMNI NOOVINWMISs►Rr rmo �ca,nurnar3ra,uas� ANCHORAGE EXAMPLE CLUSTERS op.. SERIES 770 ALUMINUM SW - LMI j„,, I I I � „11 am lulm A PLR a9DEC0Ab1i&IVfB va A FLS42f4 aaaauad� a se m maxa � A LYNN MIiJ.EJt, P.E. &i'DT/0 NTS i2 a M AQTOOD2 C P.EJ69706 am own �. t 1318 MIN. � 3t8 "MIN. ° • �� .� 114' 114° E7CT. MAX. MAX. 114' SHIM SHIM MAX WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 SHIM SEE CHART, SHT.1 21118° O.C. TYP. / SEE CHART SHT.1 T 19, DETAIL A. 2-TRACK FRAME HEAD DETAIL 6, 3 -TRACK FRAME HEAD (CONCRETE ANCHOR , SEE WOOD INSTALLATION WOOD INSTALLATION DETAIL C• 2-TRACK FRAME HEAD WOOD ANCHOR TM SEE ANCHOR NOTE 2, SHT.1 2x WOOD BLK2C CONCRETE INSTALLATION SEEANCHOR SEEANCH.NOTE 3, NOTE 6 SHT.1 SHT.1 21110' O.C., l YP. (1 /4° MAX) SEEANCHOR SEE ANCHOR NOTE 8 SHT.1 NOTE 8 SHT.1 (114' MAX) (114' MAX) EXT. i 13w MIN. 21116' 1' MINI 1318• MIN. O.C., TYP. ED. Imo. TYP. 2x WOOD SUCK 1 "MIN I O�AILF2 TRACK FRAMESUTRACK FRAME TYP., 21118' E.D , • 1 WOOD INSTALLATION SEEANCHOR O.C.. TYP. Ty.P. NOTE 3, SHT.1 DETAIL F. 3 -TRACK FRAME SILL CONCRETEANCHORTYP.. WOOD INSTALLATION SEEANCHOR SEE ANCHOR NOTE 1W 21118° O.C.. TYP NOTE �)1 p UI ttONCRE TE 21!18° O.C.. TYP. DETAIL H• 3 -TRACK FRAME SILL r"qwr•ncrm - CONCRETE INSTALLATION SHT.1 SEE CHART, sHT.1 SEE CHART SHT.1 EXT. _ 21118° O.C„ TYP. —� CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1. SHT. DETAIL J• 4 -TRACK FRAM HEAD CONCRETE INSTALLATION J� lWVf1 Hf0CHAMSE71Yf3*WT t WOOD BUCKTYP., SEE NOTE 3. SHT.1 SEEANCHOR NOTE 6, SHT.1 (114' MAX.) SEE CHART, SHT.1 r—� 1- - 21/18.O.G. ICHOR NOTE 1, SHT.1 A SEE CHART SHT' 1 / DETAIL D• 3 -TRACK FRAME HEAD CONCRETE INSTALLATION AX WOOD SUCK TYP„ SEE ANCHOR NOTE 3, SHT.1 EX SEE CHAF9rSHl. DETAIL 0.20.2�K FRAME SILLFRAME SU CONCRETE EA., 1 +— 1 318' MIN. 2, SHT.1 EXT. 21116' O.C.,1YP. -- M� ----�I I 1E DIN DETAIL K. 4 -TRACK FRAME SILL TYP. WOOD INSTALLATION .1 WOOD ANCHOR TYP„ SEE ANCHOR NOTE 2, SHT.1 9F�l 1 F, T r� �� r�'A�• ��t',ENS@ ''•� 'ii of . • -S. �ipiC • F'LOR�A'• \�`�� Sara o e r�nasaaDSaOarnre oaf a Barra /-� / SERIES 770 ALUMINUM SQD - LMt I sam ffrisos A YgiFNNAeInA�COaIAIBVtS auBQXte28 LJ� a wme, amoam. � ALYNPS�LLL�P.E. A(U1CaaS8, FLSOH74 SSDTra NTJ�' 13 •i 23 POTI7002 C P.Ed`88TOB 21116° O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT.1 1' MIN. E.D.'fYP• 1 1° MIN. 2 21!16' O.C. ED. TYP. * *!1 SEE CHART, SHT.1 21118° O.C. TYP. / SEE CHART SHT.1 T 19, DETAIL A. 2-TRACK FRAME HEAD DETAIL 6, 3 -TRACK FRAME HEAD (CONCRETE ANCHOR , SEE WOOD INSTALLATION WOOD INSTALLATION DETAIL C• 2-TRACK FRAME HEAD WOOD ANCHOR TM SEE ANCHOR NOTE 2, SHT.1 2x WOOD BLK2C CONCRETE INSTALLATION SEEANCHOR SEEANCH.NOTE 3, NOTE 6 SHT.1 SHT.1 21110' O.C., l YP. (1 /4° MAX) SEEANCHOR SEE ANCHOR NOTE 8 SHT.1 NOTE 8 SHT.1 (114' MAX) (114' MAX) EXT. i 13w MIN. 21116' 1' MINI 1318• MIN. O.C., TYP. ED. Imo. TYP. 2x WOOD SUCK 1 "MIN I O�AILF2 TRACK FRAMESUTRACK FRAME TYP., 21118' E.D , • 1 WOOD INSTALLATION SEEANCHOR O.C.. TYP. Ty.P. NOTE 3, SHT.1 DETAIL F. 3 -TRACK FRAME SILL CONCRETEANCHORTYP.. WOOD INSTALLATION SEEANCHOR SEE ANCHOR NOTE 1W 21118° O.C.. TYP NOTE �)1 p UI ttONCRE TE 21!18° O.C.. TYP. DETAIL H• 3 -TRACK FRAME SILL r"qwr•ncrm - CONCRETE INSTALLATION SHT.1 SEE CHART, sHT.1 SEE CHART SHT.1 EXT. _ 21118° O.C„ TYP. —� CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1. SHT. DETAIL J• 4 -TRACK FRAM HEAD CONCRETE INSTALLATION J� lWVf1 Hf0CHAMSE71Yf3*WT t WOOD BUCKTYP., SEE NOTE 3. SHT.1 SEEANCHOR NOTE 6, SHT.1 (114' MAX.) SEE CHART, SHT.1 r—� 1- - 21/18.O.G. ICHOR NOTE 1, SHT.1 A SEE CHART SHT' 1 / DETAIL D• 3 -TRACK FRAME HEAD CONCRETE INSTALLATION AX WOOD SUCK TYP„ SEE ANCHOR NOTE 3, SHT.1 EX SEE CHAF9rSHl. DETAIL 0.20.2�K FRAME SILLFRAME SU CONCRETE EA., 1 +— 1 318' MIN. 2, SHT.1 EXT. 21116' O.C.,1YP. -- M� ----�I I 1E DIN DETAIL K. 4 -TRACK FRAME SILL TYP. WOOD INSTALLATION .1 WOOD ANCHOR TYP„ SEE ANCHOR NOTE 2, SHT.1 9F�l 1 F, T r� �� r�'A�• ��t',ENS@ ''•� 'ii of . • -S. �ipiC • F'LOR�A'• \�`�� Sara o e r�nasaaDSaOarnre oaf a Barra /-� / SERIES 770 ALUMINUM SQD - LMt I sam ffrisos A YgiFNNAeInA�COaIAIBVtS auBQXte28 LJ� a wme, amoam. � ALYNPS�LLL�P.E. A(U1CaaS8, FLSOH74 SSDTra NTJ�' 13 •i 23 POTI7002 C P.Ed`88TOB 21!18° O.C.. TYP. DETAIL H• 3 -TRACK FRAME SILL r"qwr•ncrm - CONCRETE INSTALLATION SHT.1 SEE CHART, sHT.1 SEE CHART SHT.1 EXT. _ 21118° O.C„ TYP. —� CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1. SHT. DETAIL J• 4 -TRACK FRAM HEAD CONCRETE INSTALLATION J� lWVf1 Hf0CHAMSE71Yf3*WT t WOOD BUCKTYP., SEE NOTE 3. SHT.1 SEEANCHOR NOTE 6, SHT.1 (114' MAX.) SEE CHART, SHT.1 r—� 1- - 21/18.O.G. ICHOR NOTE 1, SHT.1 A SEE CHART SHT' 1 / DETAIL D• 3 -TRACK FRAME HEAD CONCRETE INSTALLATION AX WOOD SUCK TYP„ SEE ANCHOR NOTE 3, SHT.1 EX SEE CHAF9rSHl. DETAIL 0.20.2�K FRAME SILLFRAME SU CONCRETE EA., 1 +— 1 318' MIN. 2, SHT.1 EXT. 21116' O.C.,1YP. -- M� ----�I I 1E DIN DETAIL K. 4 -TRACK FRAME SILL TYP. WOOD INSTALLATION .1 WOOD ANCHOR TYP„ SEE ANCHOR NOTE 2, SHT.1 9F�l 1 F, T r� �� r�'A�• ��t',ENS@ ''•� 'ii of . • -S. �ipiC • F'LOR�A'• \�`�� Sara o e r�nasaaDSaOarnre oaf a Barra /-� / SERIES 770 ALUMINUM SQD - LMt I sam ffrisos A YgiFNNAeInA�COaIAIBVtS auBQXte28 LJ� a wme, amoam. � ALYNPS�LLL�P.E. A(U1CaaS8, FLSOH74 SSDTra NTJ�' 13 •i 23 POTI7002 C P.Ed`88TOB CONCRETE ANCHOR TYP., SEE NOTE 1. SHT. I SEE CHART NCRETE 2 1116' O.C, TYP. IW MAX SHIM SHT. I SEE ANCHOR IX MAX SHIM 2.0r NOTE 5, SHT. i SEE CHART EXT. SEE CHART (Im. MAX) SHT. 1 SEE CHART SHT. I SHT. i CONCRETE ANCHOR 2 Vir 4 051* 21116' V D.C., Typ. TYP., SEE O.Cl Typ. EXT. ANCHOR O.C. SEE CHART. I NOTE 1, SFr[% 1 30 DETAIL L. 4-TRACK FRAME SILL CONCRETE 101 STERFrMETAIIA CONCRETE INSTALLATION ANCHOR 13V MIN. TMSEE - 1"M11% 1141 MAX SHIM 13WMIN. ANCHOR FRAMEJAMB -'f y INSTALLATION IW MAX SHIM NarE 1, EXT. EXT. SH`r. I I , ; WOOD WOOD 1 I SEE CHAJ;IT SHT. 1 NO OR A H ANCHOR MIN. 1W MAX SHIM SEE TYP., TYP., SEE , EXT. I ANCHOR N07EZ ANCHOR 2 ltilr L CONCRETE FRAMEJAMB ANCHOR SEE CHART SHT. 1 NOTE Z O.C., TYP. IN N SHT. I SHT 1 TYR, SEE ifirm, 1 3w MIN. 2x WOOD F-1 ANCHOR ;' v"'.i " BUCK 1W MAX SHIM NOTE 1. OtT.-*1 2 111W SEE EXT. ANCHOR SHT. 1 it O.C.ITYP. NOTE 3, DETAIL N. 2-TRACK FRAME JAMB 2 1116' WOOD INSTALLA71ON V MIN. on"wo := D.C., TYP. Ml WOOD f F--E ANCHOR Typ., SEE 2KWOODBUCK l;4 SEEANC14OR i LL,--, k9im ANCHOR U-L-: NOTE Z -MASONRY 2 1116' NOTE 3, SHT 1 DMAIL It KFRAMEJAMB DETAL M. ;RAMEJAMB SHT. I O-C� Typ. CONCRETE INSTALLATION WOOD INSTALLATION WOOD FRAMING SEE CHARr, SHT. I P-HOOK MOUNTING ADAPTOR I 3fir MIN. P HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN— ANCHORS LOCATED MII)-SPAN BETWEEN P-HOOK BETWEEN P-HOOK INSTALLATIONANCHORS L 3-TRAcK FRAME om, INUALLATIONANCHORS WOOD INSTALLATION /MASONRY (GROUTED BLOCK ONLY) l"MIN. I 3W MIN. SEECHARr' Sw I E.D. \-W000ANCHOR SEE ANCHOR NOTE Z SHT. 1. SEE ANCHOR NOTE 2. SHT. 1. %,YNN ANCHORCITY. FROM TABLES 2.6W MIN. EXT. ANCHOR OTY FROM TABLES 10 Ilse 1.3, SM. 7-9 PERTAIN TO 1-3, SHTS. 7.9 PERTAIN TO W". THIS ANCHOR LOCATION, 2. IN. THIS ANCHOR LOCATION, 667m DETAIL S. P-HOOK WOOD INSTALLATION DETAIL T, P-HOOK [MT. Tio t'Al I J2 'IWI/fljV�j N00VAWTM&9Wr ANCHORAGE DETAILS , 4-7 Z- "o A1.0foL � 'e SM OfAMM FORAMOVAL19 COMAS= g ;N0 A- "'I N vmvr SERIES 770 ALUMINUM SGO - LMI I am 19"m A MMVAMCaWASM — I V�Bx A. Ll4w" pp_ #A* o'dadol *ft I vamw NrS 1 14 o 23 1 Pomm c WOOD FRAMING SEE CHART, NCRETE / MASONRY 1318" MIN. P -HOOK MOUNTING ADAPTOR BLOCK ONLV) P HOOK MOUNTIPId ANCHORS LOCATED MID-SPAN W(GROUTED ADAPTOR ANCHOR`S BETWEEN P -HOOK LOCATED MID -SPAN INSTALLATION ANCHORS • "`.1 p ; BETWEEN P- HOOK ;, t w: 'k; ' a ' INSTALLATION ANCHORS t JTWI"`Ziff4 t •: • .�• � JV J,i} 1 � t•'' • ' SEE�t4ITFlnit ] f' '• • •.•• SY.�:.- .Ire 13/4" MIN 1 1/4 SH �. 1 ��. • s tom' ; •, n j3 = ^'Y.ti'e K: 1" MIN. K n •eva_ _ -WOOD ANCHOR SEE ANCHOR NOTE 2, SHT.1. ANCHOR QTY. FROM TABLES 1 SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.893° MIN. DETAIL MM P4400K FOR BOX RISER WOOD INSTALLATION DETAIL V, SHT.18, ANCHORAGE DETAILS A' FI r - ---- -I Ir- - = ° = = =9 i &'C', SFf7.13 It °.�� -vey P�e�..aee7l erIII PANEL 11 PANEL 1 PANEL PANEL °te TYPE ¢e TYPE ¢ TYPE TYPE 111 1 'AS' 'K 111 11 1 I 0 N °¢ /. ° ii 19 11 1 t am SEE i i 1 l i 6 NOS o i l i 1 a 3, SHT. ii1 11 i 15 la¢ e¢ ei 111 11 a 1 "'� a L�nnncnnnnlu%annnnmm� DLO WIDTH = NOM. PANEL WIDTH - 7" IDETAIL V. SHT -18, DLO HEIGHT = NOM. PANEL HEIGHT - 8.28' ANCHORAGE DETALS'E' &'G', SHT.13 )(X-90° CORNER-)Q((2 TRACK INSIDE 90° CORNER) INT. `SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES NO P.� $QX f888 NOlCOI� FL 9�t74 SEE ANCHOR NOTE 2, SHT.1. ANCHOR QTY. FROM TABLES 1.3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION. I- ■ I 2.893" MIN. DETAIL. NN. P HOOK FOR BOX RISER CONCRETE INSTALLATION DETAIL W. SHT.19, ANCHORAGE DETAILS'N' &'P', SHT.14 'BB'. SHTAS EXT. ,r DETAIL 'W, BHT. 20 HORIZONTAL SECTION B-B 770 1X1." PH SMS PANEL CORNER DETAIL #8 X 1.00° PHI FRAME CORNER DETAIL PAILS / EXAMPLE ELEVA77( UNUJM SQD - LMI 1S d 23 PGTW02 � rl¢o wr eizv op—oft WMUe►t�Iwi! �ll• -1101 `/5 .1\,111 4f� ittitl /t ............ k ; 00.58705 A•� { °( t, : -off••, ssA'+'BD ,: • 2�: �?SION��X�* *�- � A LY{iW Ae16lER, P.E. P.&# 88706 DETAIL 'CV, BHT. 19: 4 /-DETAIL BB'. BHT. 19 r r_ ` I Ir 'i F- - - - - -_ , ( OFTAIL'FP, SHT.19, DETAII.'F SHT.19, DETAIL N, S HT. 18. ANCHORAGE DETAB N' & -E', ANCHORAGE 1", BHT. 14 ANCHORAGE DETAILS W & P. 3HT.14 DETAILS A ANCHORAGE DETAILS W i `A i as 'CS' i & C, SHT.13 9C & P', BHT. 14 I I + B 0 I MAX DETAIL BB', BHT. 19 HT. SEE e PANEL PANEL PANEL DP � PANEL SEE NOTE 3 TABLES DETAIL UJ`, SHT 20 TYPE TYPE TYPE 641 nnnnn,3cai3iennnnnaned TYPE .. 1w. -t V. BHT. 18,1 HORIZONTAL SECTION A-A IT v u TRACK ANCHORAGE IN 90 °OUTSIDE CORNER) - EXAMPLE & `G`, BHT. 13 MAX. h ry , y 1, HT. SEE SEE DP NOTE TABLES 3 a O f �) DETAIL V. SHIT. 18, SEE FRAME & ANCHORAGE DETAILS V PANEL CORNER O)= (2 TRACK) &'G`, BHT. 13 CONSTRUCTION DETAILS SHM 16 EXAMPLE DETAIL 'CC', BHT. 19 -� DETAIL W, BHT. 19 Z QETA9- W, BHT. 19, V DETAIL A11, BHT.. ANCHORAGE DETAILS `a ANCHORAGE DETAILS 'S` & T, $'R`, BHT. 14 BHT. 14, TAW & TQd', BHT. 16 DETAIL W. BHT. 1% ANCHORAGE DETALS B' &'D', SHT.13 OXXXp (3 TRACK RIGHT POCKET) DETAIL W, BHT. 18, EXAMPLE ANCHORAGE DETAILS *P &'H', SHT.13 FP'?:" 1. SEE BHT. 17 FOR INDMOUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SKM 18-20 FOR SECTION DETAILS AND BHT& 7 -16 FOR ANCHORAGE DETAILS. 2.O D WIDTH m NOM. PANEL WIDTH - T DLO HEIGHT d NOM. PANEL HEIGHT- 828° 3. (1) LOCK OTEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. NMAKFILSWIF A.Qmov1l, 9 XOIB�b�fL54rT4 DETAIL SW, SHT.19 DETAIL'HH', SHT.19, DETAIL T. BHT .18r ANCHORAGE DETAILS 'M' ANCHORAGE DETAILS T & ©', BHT. 14 &'J', BHT. 13 DETAIL `Y', BHT. 18, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS w AMPLE BHT. 13 &'L', BHT. 14 r SERIES 770 . ALUMINUM SW - LMI APPS I 18 a 23 PGT0002 ra"ffcre vow = qwA- tfteeAr SIN II -lbt � a L �,tNtturr,. I �i SN STATE . O •' .. Ftol�►q°� ' � Gam: ��L� ,t A LYNN�xen. , P.E P.E9 X708 ANCHORAGE DETAILS {l' i &'C', SHT.13 I Ir 'i F- - - - - -_ , - - — - PANEL - - PANEL ++ - - — -o-t — - - PANEL in PANEL v DETAIL'EE', SHT.19, i l e TYPE e a TYPE t TYPE TYPE ANCHORAGE DETAILS W i `A i as 'CS' i `OS' 9C & P', BHT. 14 I I + B 0 I MAX DETAIL BB', BHT. 19 HT. SEE e DP � i e i u a au ue eq a ii eo r SEE NOTE 3 TABLES DETAIL UJ`, SHT 20 641 nnnnn,3cai3iennnnnaned .. 1w. -t V. BHT. 18,1 HORIZONTAL SECTION A-A DETAIL XX-90° CORNER -XX (2 TRACK ANCHORAGE DETAILS E' 90 °OUTSIDE CORNER) - EXAMPLE & `G`, BHT. 13 NMAKFILSWIF A.Qmov1l, 9 XOIB�b�fL54rT4 DETAIL SW, SHT.19 DETAIL'HH', SHT.19, DETAIL T. BHT .18r ANCHORAGE DETAILS 'M' ANCHORAGE DETAILS T & ©', BHT. 14 &'J', BHT. 13 DETAIL `Y', BHT. 18, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS w AMPLE BHT. 13 &'L', BHT. 14 r SERIES 770 . ALUMINUM SW - LMI APPS I 18 a 23 PGT0002 ra"ffcre vow = qwA- tfteeAr SIN II -lbt � a L �,tNtturr,. I �i SN STATE . O •' .. Ftol�►q°� ' � Gam: ��L� ,t A LYNN�xen. , P.E P.E9 X708 «. .. ..: =■. .. i .. �: .. ,. � �. ■ .. .� -_ �� -... r■ ��•��:1� .. �,�. �. .._. il�� .�, - i = .,, � ».fr .�� t J'� • - .� :�. � Y �� `y !' © � �:�t �� ® H�r�� M �\ ��_ ��,..,, .. r .. . ea �� SILL RISERS OPTIONS 18 Ex�: 1.587° FLUSH BOX $ILL RISER 18 IX IMP FLUSH FLAT SILL RISER FIXED PAN SHOd 23 21 2.SSS ' EX, _,j EXT. LOW BOX SILL RISER 20 2.888' EXT. LOW FIAT SILL RISER FIXEV PAP SHO' DETAIL T MEDIUM BOX SILL RISER 22 8 �8 �s MEDIUM FLAT SILL RISER HIGH BOX SILL RISER 28 4AO' EXYi HIGH FLAT SILL RISER ,LNW PAN $HO WT ALT IL T aEXTERIOR INTERIOR [> (ALL VERT. SECIIONS) Qm 0 • q DETAIL JWW SCREEN AT SILL, ralituttn' ed�(1Ne llsti� L.., • . Lew +��.► B 8 8 QS° .• .. 5 d 11� .587 DETAIL V DETAIL W DETAIL 'Y J . 4011 --d . • ' W cfru :� STA O11 C A ETS3FE? VERi'ICAI. SEC7WN DETAILS 1�,, Fi o+KO RPM asw aw atom a PEaER VAaE ura ' ',; �`S+'' �rl�• SERIES 770 ALUMINUM SGD - LM! �, SI{}P`I��A�i. aw t91RM A PRRb4AK1 78 P:Q Q aar we Boroe t ms�ma AeI ALYNNdvueR.`P.E. 2—or go. WC WMW RJA 89D7P0 il/7,S 18 a 23 PG70002 C P.E�88708 STANDARD ASTRAGAL DETAIL W w HEAVY DUTY ASTRAGAL AND STILES 'Q INTERIOR (ALL HORM SECTIONS) 15 EXTERIOR 'REM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1 -3, SHTS. 7-0 FOR DP (PSF) ASSOCIATED WITH STILE r�rse�ronan�rmnrrs P.04 � � n�coW.seua DETAIL'Hf DETAIL W tFIXED PANED HORIZONTAL SECTION DETAILS SERIES 770 ALUMNUM SW - LMI acaa�m NTS f$ -M m", Pwvm 0 0 0 ;0 a1 -1 -mm; ty`l * � No• gg705 a- t - YpE •'s a �vNrt �R, PE P.E.6f 68708 5 7 11 DFTAIL'JJ' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) WOKfMtl3S m 3m P.Q 7ffiB R3i87� A-4;:=g 7 DF_TAIL 'KK' (90° INSIDE CORNER, 2 TRACK SHOWN) SERIES 770 ALUMINUM SGU - LMI Mang WS 20 a M MT0CM2 w+i+�wwM. �wrr•v- =='S a ACC of Na 5ggp5 P." Mm ITEM POT Ong. 9 PGT.9 Desotlpllon 1 17306 817308 2 -TRACK HEAD 2 17303 6173M 21RACK HEAD WITH SCREEN RAIL 3 I= @1730@ 3 -TRACK HEAD 4 17312 617312 44RACK WAD 6 17314 S17314 FRAME SCREW COVER 8 77317 817317 FRAME HEAWJAMB ADD-ON 7 17304 517304 2-TRACK SILL 8 17301 817301 2-TRACK BILL WITH SCREEN RAIL 0 17307 617307 $-TRACK SILL 10 17310 677310 TRACKBALL 11 17373 617313 FRAME SILL TRACK NSERT 12 17316 817318 FRAME SILL SCREENADDON 13 17316 61731@ FRAME SILL SCREEN END ADD•ON 14 1730@ 817306 2 TRACK JAMB 18 17302 6173 2 -TRACK JAMS WIFH SCREEN RAIL 18 17308 617 8 $-TRACKJAMS 17 17311 817311 4-TRACK JAMB 18 17322 617322 SILL RISER -0 19 17310 817318 SILL RISER -0 HOLLOW 2D 17321 617ZM BILL RISER - LOW FLAT 21 17318 617318 AIRISER- LOWHOLLOW 22 173@6 817986 BILLAIBER•MEDFTAT 23 77384 817354 BILLR63ER- Mt3THOLLOW 24 17320 817320 SAIRISER- HOQHIROLLOW 26 vm 817323 3111 ER -HIGH FLAT 17331 Bi7333 POCKETDOOR P4i00K 27 70M 87070 NEOPRENE BULB WSTP FOR P• IOOK ' 28 17334 617334 T DOOR P -HOOK MOUNT 26 17398 @173;1$ P•HDOK LAVER _ 17346 817348 IFOOKET DOOR P-HCOK FOR SOXRISER o-01s1Un mm 40 1 4318 1 8122 SMEEN SIDE RAL- LOCKS'BLE 41 17326 7LOCKWGSK SCREENLOCKSET 42 17328 41818 SCREEN KEEPER SPACER SET 43 8182 88162 SCtEEN INTERLOCK ADAPTER 44 4429 070 SCREEN DOME INTERLOCK 45 4317 812285 SCREEN TOP RAIL 45 4318 812287 SCREEN BOTTOM RAIL 47 8@8 7SRAt STANDARD ROLLER 48 6138 70AX STANDARD, ROLLER • ST. STL 49 4344 64344 SCREEN ASTRAGAL 80 17348 81730 0X0 SCREEN ASTRAGAL ADAPTER $1 I= 81892 SCREEN SPLINE -.106 62 1694 61694 SCREEN SPLINE -.160 63 6183 GISISM SCREEN CLOTH 64 1725 SILICONE 112' x v x 1118° SITm BLOCK 66 1725 7818SK 1• X4• X 1tlW SRTING BLOCK 202 PGTDag.9 GLASS 7116LAMM IEDHT'kRPVB 203 17326 GLASS IV16 LAMINATED HT-HTPV8 2D4 17328 GLASS 7/10 LAMINATED HT-HT SGP 206 17327 GLASS 9718 LAMMATPA HT -HRSGP NOTE. ALL ALUMINUM = 8083 -T8 ITEM PGTDag.9 PG7:9 Dowpu- 80 17326 817325 PANELSTILE 61 17328 617928 PANEL STILE (HEAVY WM 82 17327 817327 NTE t=ADAPTOR 63 1275 81P248 VINYL BLL 13 YAM. • THIN (INSIDE INMRLOCKI 84 1729 71729 SIU-ENDWEATHERBTRIPPAD 86 17M 617328 INTERLOCK SCREW 55VM 67 1732@ 617329 ASTRAGAL 88 17334 817339 HEAVY CM ABTRPAW B9 173'l4 617324 P S BOTTOM RAIL 70 173M 417380 WEATHERSTRIP EXIENSICV 0MIECTION MOLDED) 71 '� T 11 /2°X1•X3tMHKiFIFIN3EALIXJSTPLUM 72 BIBS 7810( TANDEM ST. STL ROLLER ABBY. 73 6183 78163N TANDEM NYLON ROLLER ABBY. 74 SILICONE DOWSWOR998 78 8188 7818SK GEMINI MORTICE $-PLY DUAL LOCK VA LONG TRIM PLATE 78 71032XIFPFX 910.32XVFLSSSCREWW/TYPE"P"T1P 77 71032 IMSTEELZINO HM 78 17368 817388 SHSS'U4OGEE BEAD HORODKIIAL 79 17387 817 7 1° KR BEAD HORMONPAL 80 17359 8173M 7116 BEADHDPMWAL 81 17988 817380 Still WADHORZONRIL 82 127A SIPT47K VINYL SULK WEATHERSTRIP 83 1 ISTAPE 11=111W SINGLE SIDE ADHESIVE TAPE FOR IB BEAD 100 I SM 1 48062 ROLLER AWL HME PLUG 101 72087 JAN® BUMPER 102 Im 7160 MJBTPLUG 103 one 78188X 1• KEEPER 104 683 78MEP SCREEN LOCK KEEPER 108 17344 617344 F9EDPANELCLIP • 6• LONG 106 17382 81730 EXTERIOR FDED PANEL RETAINER 107 1730 71739 HANDLE KIT - INTERIOR RAISED WITH THUMB MtN 10B 1740 71740 HIANDLE KIT- RAISED EWERIOR KANDLE 1091 1731 78I828N KgDMEKIT- RECESSMWMDRWM47HUMBTURN lial 1732 78178 HIANDLE KIT - RECESSED EIOERIOR PULL 111 710 0VMDAX 910X3141 PH. PN. TEK -S.S. 112 1235 87816 WSTP,.270X.170- FNSEAL 113 1712 64088 .107 X.230FINSPAL 114 TImI8PPX 970XI im 115 71O PPT 910X1• 118 720IX 914.26XTST. STL 117 720X112X 914X4.8" ST. STL. lie 17936 017336 COMER RECEIVER 116 17337 617337 OU781DE CORNER ASTRAGAL 120 17336 6117338 AODECO10MASTRAGAL. 210 1 GLASS LAmmTED K9 331ST • 7118 LAMINATED HT-HR PVB 21f GLASS LAMA [ATED11114T- 7H8LAMINATEDM-MPV8 212 GLASS LAMNATEDKiIVTBI- 7HS LAMINATED Hr+ITSGP 213 1 MASS JLAMINA71ED 101 14i- 7NBLAMNATEDHT4,IrSGP r44en4nECbamt�roRS PJx Bgxlese I LJ W •• ,vim ....... ....... .. — i..w w&. NOKOd68,A992s4 II — tlV eexeeii uruo- a 1 memq�u. sa" IVTS 79 d 23 PGTVM �i�[RwIM fm M1'lr,�� 6610 O� 1 fill I�ON W% r`�• A. LY(1N rau •Ra, P.S. P.&988708 1.303° 0.718" 1.060° 0.83° 0.080° LLL 1.080` 1.003" 0•� 0.32$° 0.080° 0.778" 0.762" 0 0.708° 1.182° 1.� MW 0.062° 0.284° a767" 0.060 0.061 0.080° a660° 1.739° INTERLOCK SCREW COVER RAME SCREW COVER GLAZING BEAD (SINGLE) 8ILL TRACK GLA�NG BEAD (I.G.) D(ED PANEL CLIP FDMD PANEL R T INER IN 11K (88) MAIL 8083 -TS (� MAT L: SD83 -TB (78) MAT L 8083 -T8 (11)MAT L 8083 -T8 (79)MAT L 8083.78 {i MAT L: T8 06 I L X83 (02)MAT L 003-T8 3.802" 3.978" 3.879° 0.762 2.304" F Q - I - f Hflu 1 4 A f 9tJLL- == T ---7 F 1.183° 0.866" 0.076° 1.846° 0.078" 1.846" 0. 0.76 0.233" ,�„ 0.08'1" P -HOOK SCREW COVER 0.080„ P•HOOK MOUNTING ADAPTOR (28) MAT L 8083 -T8 0.125'° 0.281" (26) MAT'L• 808;1 -T8 3.802° 0.874° 0.078" NOOK (28) MAn'. 8083 -T6 0.760° 0.062" 4.063' ul P -HOOK FOR BOX RISER (30) MAIL• 6063-T8 4.126° amr L 104• ASTRAG 8 L806-T8 4' 0.062 1.8• 3.126" 32V STANDARD STILE TOP/BOTTOM BOTTOM RAIL (60)MATL• 6083•T6 HEAVY DUTY ASTRAGAL (68)MAT'L: W03-T6 0.133" 1.6° 3.126" (69) MAT'L• 6063 -T6 1.872° 0 " HEAVY DUTY STILE (61) MAT'L 6063 -T6 0.780• 0.082° 1.018" 7.487° SCREEN STILE 0232" (40) MATT.: 6063 -T6 o ow N+ - 0.062° 3.306" uuj OJW FLUSH FLAT SILL RI ER 0.2s" �18 MATL: M063-T6 0.232' 0.9w 3.863' 2.666" a082 3.203 rf J-1 HIGH BOX SO I RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER (24) MAIL: 6o6346 (28)MAT1.:8063 -T6 (21) MATR: 6063 -T8 10 1111 '01 KOCW4NW7M&lEET 1687° 2468° a+- a+= 0.062° 0.062 0.082' FWSH BOX ILL RISER L W FIAT SILL RISER ED. F T SILL RIS HIGH FLAT ILL RISER 1 MAIL 8083 T8 C 0 MAT'L 6083 -T6 MATI: 6063 -T6 6 MAT'L: 6063 -T8 HaRM n 3a3 J P.0.8QX181B A R , SERIES 770 ALUMINUM SOD - LMI St3o7�a ;rs 2P .23 I PGMW rawvcrmvxw =NeltJ- os 08100 P.E�$8706 5.089° P71TTI-I 1211" 0.081" TRACK HEAD (1 r • 8083- 8.198° —«- 1.211° 0.081° 2 -TRACK HEAD IA SCREEN TRACK 'T8 7.105° 3-7RAC HEAD (3) 8.b8T' 1.506" -L-j- 0.080" 4TRACKSILL (10)MATL 80� -116 5.828` 1.508" TZA 0.0° TRACK SILL (9) MArL 8083- 8 6221° 1.805° 0.080°2 //� SCREEI�TRACK MArL• 8053 -T8 9.142" 1 211° 4-T CKHEAD O.M81° (4)) f�s1 4" INSIDE CDRNER AsTRavA1. (120) MA :6aT 1045" 1' Mr 1.993° A0.082" 8CREEN TOP RAIL O.M. (46) MAIL: 6083 -T6 5.089° �--•� 0.676° 1.993" (LOW sCREEN BTM. RAIL (46}MArL 6x83 -T8 (I 4)i 4.49' Ik L J LJ 1.505' 0.11" 2- K SILL (7} A rTe 5' OUTSIDE CORNERasTIiAt3AL (119} MATIU T6 KVXMM Is Sam ao.agxaaes N F13a270 C. ORS RECEIVER (118) MA t: 5083- TB5083 -TB JAMB (16} Mar 6x83 -T8 SERIES T!O 4TRAGKJ (17) m O"AMB TB Sonm I NTS 2s - 0 I PWW02 2 TRACK JAMB f SCREEN TRACK (16) MAM 608378 rfoQauci` � �� 11 -Ie I •1 �� NI11117�1�� LYNN *= * : No. 66705 �'; to ai 11 •�•W� ;p srarE of S ` x LYMM M"P.E P8SWm