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WS-14-918BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 Permit No. PERMIT APPLICATION Master Permit No. WS ) LJ /157 Permit Type: BUILDING JOB ADDRESS- 9 AJ E 51° ROOFING City: Miami Shores (0—.013 County: Miami Dade Zip: 3 g S / 3 Folio/Parcel #: / / " a 0 - 0 i (l b Lc)* 17 f/ 8 I Cc) C K Is the Building Historically Designated: Yes NO V Flood Zone: OWNER: Name (Fee Simple Titleholder): Cam' j b j Phone #: .6 5 '7Sl ' 3 / '7 .: Address: '/ S Ai 4 9 (, S7 City: M /404/ 5 ' S State: F/ Zip: 3 3 / .3 b Tenant/Lessee Name: A //4 Phone #: Email: A.., J,4 1h-sic For ei Phone#: -7445- 5(//y Zip: S. 1 454C3 Phone #: 5 bt- Z bZ- "722-C CONTRACTOR: Company Name Address: 111 Ci J Qualifier Name: State Certification or Registration #: - CC._. I .a 1 S `a l 'b Certificate of Competency #: Contact Phone #: * 2 (02 -77225 Email Address: J C. E4 j l p roc . DESIGNER: Architect/Engineer: /v/sq Phone #: state: Value of Work for this Permit: $ 3 3.1 -Sa3 Type of World: `Addition. ° . _ ClAlteration .. Description pf Work: o� a ODemolition Color thru tile: 4444,X44 444444444444x44444444444444,, 4*4F 44444 *44444444, X444 ,u4444444444444444444444ax4 Submittal Fee $ ) •t Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 3`7j Bonding Company's Name (if applicable) Ill 14 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Ni I ,41 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the Standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. .3 AO d q 3 Owner or Agent The foregoing instrument was acknowledged before me this 5 day of i" ck , 20 BLJ , by who is personal& knoma tosng or who has produced As identification and who did take an oath. NOTAR Sign: Print: OS UB My Commission Expires. 20l Signature Contractor The foregoing ins 1 ent was acknowledged before me tbis_6__ day of 11 , 20 J by who is personally known to me or who has produced %'5 76GLO s identification and who did take an oath. NOTARY PUBLIC: Sign* y Co Public State of Florida FF 082753 • p Sxpiraa 01P1'ji1018 a VaYaYaY**sksYtk*St*dF9ra4 ** **3r &desk* *9eFr9Y3t**sYsYsY9e* **arae*****,t9Y****sY*3e **3e*** Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012XReVised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) e iv • SJTELOFLOIP TWENT aistb " pitor 1%18 ‘:'5.00:1LATION ..7prip* },4.04E.P. L12071100540 LICENSE NBR KEN LAWSON SECRETARY ANNE M. GANNON CONSTITUTIONAL TAX COLLECTOR Serving Palm Beach County Serving you. COUNTYWIDE MUNICIPAL LICENSE_ P.O. Box 3353, West Palm Beach, FL 33402 -3353 * LOCATED AT** www.pbctax.com Tel: (561) 355 -2264 1349 JUPITER PARK DR JUPITER, FL 33458 TYPE OF BUSINESS OWNER CERTIFICATION # RECEIPT 8/DATE PAID i AMT PAID BILL # 23 -0028 CW GLASS & GLAZING CONTR BRIELER JEFFREY SCC141151218 U14.38704 - 10/21/13 $185.85 1340234324 This document is valid only when receipted by the Tax Collector's Office. WINDOW PROFESSIONALS THE WINDOW PROFESSIONALS THE 131 JUPTER PARK DR JL'P ►TER, FL 33458 :11011111111111118 ANNE M. GANNON CONSTITUTIONAL TAX COLLECTOR Sen +4ng F: lm Beach County Serving you. STATE OF FLORIDA PALM BEACH COUNTY 2013/2014 LOCAL BUSINESS TAX RECEIPT LBTR Number: 201465964 EXPIRES: SEPTEMBER 30, 2014 This receipt grants the privilege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. P.O. Box 3353, West Palm Beach, FL 33402 -3353 **LOCATED AT** www.pbctax.com Tel: (561) 355 -2264 1319 JUPITER PARK DR JUPITER F; 33458 TYPE 0: .USI: : ",. 23-0052 GLASS & 3L' ?!NG CONTR This document is valid manly when receipted by the Tax Collector's Office. OWNER BRIELER JEFFREY CERTIFICATION # SCC131151218 RECEIPT #/DATE PAID I AMT PAID U14.38704 - 10/21/13 $27.50 BILL # 840234323 WINDOW PROFESSIONALS THE WINDOW PROFESSIONALS THE 1319 JUPITER PARK DR JUPITER, FL 33458 urllrllILJruI,III,I1111 STATE OF FLORIDA PALM BEACH COUNTY 2013/2014 LOCAL BUSINESS TAX RECEIPT LBTR Number: 201465963 EXPIRES: SEPTEMBER 30, 2014 This receipt grants the privilege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. a Faxserver 5/6/2014 12:49:45 PM PAGE 2/002 Fax Server CERTIFICATE OF LIABILITY INSURANCE DATE pearreNYYY, 5/6/14 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(lees) must be endorsed. If SUBROGATION IS WAIVED, subject to the tonne 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 endorsemen s esionutiot USI Insurance Services, LLC 2054 vista Parkway, Suite 400 West Palm Beach, FL 3333411 -2718 INSURED Karlsen Corp dba The Window Professiona 1319 Jupiter Park Drive Jupiter, FL 33458 COVERAGES nit.Ne. taDt_ 561-��. -050(3 AWES* IIMRER e; : sURERC: INNIA6R0; INSURER 4 : 1MBUSER P SAAXX WC. NeH: Brian.Cronineusi.biz RA RERI5 AFFORDIT49 COVEPAGE Bridgefield Emplo ers Ins art or Un•erwr tern Harttord Casualty Ins 10701 30104 29424 CERTIFICATE NUMBER: 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, TIE 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. TN TYPE or U.SUAArCE Paw. POLICY MANNER U i 1LK'Y LATE X' COMMERCIAL GENERAL LIABILITY C I a,Aws.MADE E23 OCCUR a POLICY i PER: IJ3C c OTTER: AUTI#:OSEE LIAWUTY ANY AUTO TOOS IED $ HIRED AUTOS C x UYceeLLA L1A6 EXCeSSLIA6 R 21SBALS0010 6/14/13 6/3.4/1.4 EACH OCCURRENCE S -04502 ITTPERTE 1,000,000 300.000 LOW PAP tAny corn ponant 10,000 PERSONALS ACV INJURY 5 1,000,000 GENERALAGGREGAfE 2,000,000 PPDOLX:Ts- cfarRop OG j 2.000.000 At PA AAU/T1�OWN6D 21UECLS0010 6/14/13 6/14/14 cowmen SINGLE UNIT Ms esteem BOOBY INJURY (Par aeramt) $ s 1,000, OIU BODILY INJURY (Per awaken ttow ate co MAGE d0A $ occlx4 CLAIM MAOE 21SSALS6010 6/14/13 6/14/14 EACH OCCURRENCE 3 2,000,000 AGGREGATE 2.000,000 ViCIT iERS CCSPENSATKIN AND EMPLOYERS' LIAB@JTI YIN v ANY __MRI6TORIPARTNERIBCOCIRIVE EXCLUDED? Obtenelmory Is N NH) undo 5CRIPTION OF OPEAATIQNB Wow NSA 83036630 11/30/13 11/30/14 TUT EL. EACHACCIOSNT 300,000 El. OSEASE • EA EMPLOYEE $ 600, 000 EJ.. DISEASE- POLICY LOUT g 500,000 DESCRIPTTON OP OPERATIONe I LOCATIONS I Yetc.68 IACORD Eel, AENAma Remarks Scb.d I3., may b4 apacbee W MOM Ipa¢a b nelvb d) General Liability: Automatic Additional Insured including completed aperatiane, when required by written contract. Automatic Waiver of Subrogation when required by written contract. Certificate holder is listed as an additional insured. REF # SCC131151218 License CERTIFICATE HOLDER Miami Shores village Building 10050 N.B. 2nd Avenue Miami Shores, FL 33138 CANCEU.ATION Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANcol I PO BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROV1SiONS. AUTNORIZED REPnEBENTATIVE Tracy ICilinski ACORD 25 (2014101) ®1088 -2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 212748 Permit Number: WS -5 -14 -918 Scheduled Inspection Date: May 22, 2014 Inspector: Rodriguez, Jorge Owner: BOYCE, OSWALD Job Address: 45 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: THE WINDOW PROFESSIONALS Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)751 -8172 Parcel Number 1132060130840 Phone: (561)745-5414 Building Department Comments INSTALL NEW IMPACT RATED 25 WINDOWS AND1 DOORS Infractlo Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 211880. Print out pictures May 21, 2014 For Inspections please call: (305)762 -4949 Page 19 of 37 077th. I Z • UCT rQ catoila STATE AK) 63- '/ //7 e 3C. L _ • • _ •• •• _. - _.. .•i 'Vim is • i 44 a • • • •••• • • • • •• • • ¶• • 31 ••••• • • • •••I • • 7g" - 5-0 14 //"/ z 0 (2,w5c • s 4'r co a) /9 0, 56- g/ &74(T: /le .. 0%05c R - X2!--1 ... T.2 VII- @ 5t _ •••• • • aC5eci •• • _ •.. ! sees /144'.0 • • • I. •• • • • •• • • • - - • µ •••• • •••S_ • • • •' '••'•7 -•"• •• • • • 04/09/2012 - 4:42pm gabrlels F : \01 Project FUea 2010- MPS1400 Wind ChartstReference \00- MP510.400 Series CAC (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF - ZONE 4 Roof I - Tribute Area Ft 10 Height 10 15 20 25 30 ,r. 6. 0 -15 ft -53.6 +40.1 -51.5 +39.0 -50.0 +38.2 -42.4 •41.6 -41.1 40.6 -45.8 +36.1 C ft -54.4 +40.6 -52.2 +395 0 -15ft 49.5 +38.2 39.0 +38.2 +37.7 +37.2 -45.9 +36.4 . • `a. -S0,- -52.9 • ' -50.2 -49.2 -43.0 -422 -41:6 -41.1 17 ft +41.1 r +39.3 �a 3 16 ft +37.8 +39.5 +38.8 +38.2 +37.7! -55.7 -53.5 a?ra - 49.8 17ft -44.6 43.5 -42.8 -42.2 -41.7 -41. +39.7 +39.1 +38.6 +38.2 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 -52.6 t ~` -50.4 18 ft 45.1 +41.6 44.0 +40.5 -43.3 +39.7 42.7 +39.1 42.2 +38.6 xx ° { il 7 .;-.,/ +38.7 - 45.7 - 44.6 - 43.8 -43.2 -42.7 -42 +"• -53.1 +40.6 �r -50.9 +39.5 19ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 -53.7 +41.1 -52.4 , E`'T 20 ft -46.2 - 45.0 -44.2 -43.6 - 43.1 - 42.7 - 42.3 - 42.0 -41.7 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 21 ft -46.6 +43.0 -45.5 +41.9 -44.7 +41.1 -44.1 +40.4 -43.6 +39.9 - 43.1 +39.5 - 42.8 +39.1 - 42.4 +38.8 -42.1 +38.5 22 ft - 47.1 +43.4 45.9 +42.3 -45.1 +415 -44.5 +40.8 - 44.0 +40.3 - 43.6 +39.9 - 43.2 +39.5 - 42.8 +39.2 42.6 +38.9 23 ft 47.5 +43.8 -46.4 +42.7 45.6 +41.8 - 44.9 +41.2 -44.4 +40.7 -44.0 +40.3 -43.6 +39.9 -43.3 +39.5 -43.0 +39.2 24 ft -48.0 +44.2 -46.8 +43.1 46.0 +42.2 -45.3 +41.6 -44.8 441.1 -44.4 +40.6 -44.0 +40.2 4 3.6 +39.9 43 433 +39.6 25 ft -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 - 44.4 -44.0 -43.7 -60.2 +45.0 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 26 ft -48.8 +45.0 -47.6 +43.8 -46.8 +42.9 -46.1 +42.3 -45.6 +41.8 -45.1 +41.3 -44.7 +40.9 -44.4 +40.6 -44.1 +40.3 27 ft - 49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 +45.7 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.6 +46.0 -49.5 -48.3 -47.5 - 46.8 -46.3 -53.3 +41.9 -52.6 +41.5 f1� 30ft 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 -53.7 +42.2 -53.0 +41.8 -52.4 +41.5 32 ft k ° 29 ft -49.9 +46.0 -48.7 +44.8 -47.8 +43.9 47.2 +433 46.6 +42.7 -53.7 , ` ~� #1 +45.7 +44.9 -50.3 -49.0 -48.2 47.5 -47.0 +42.1 - 64.1 -61.6 -59.8 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +47.9 +45.7 +45.0 32 ft -51.0 +47.0 -49.7 +45.7 -48.8 +44.9 -48.2 +44.2 -47.6 +43 6� -65.9 -63.3 -61S -60.1 -58.9 35 ft -51.9 -50.7 -49.8 -49.1 -48.5 +47.9 +47.0 +463 +45.7 +45.2 +47.9 +46.6 +45.7 +45.0 +44.5 ' • x� - 63.0 -61.6 ft -53.4 +49.2 -52.1 +47.9 -51.2 +47.0 -50.5 +46.3 -49.9 +45.7 49,F''? +45.2 +48.2 +47.5 +46.9 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 493 -60.7 +47.4 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +453 +45.2 50 ft -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 +49.5 +48.9 +48.4 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 -65.4 +50.4 • 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 462.0 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 t.5 60 ft -58.2 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 448.4 -52.6 +48.0 '9 m m In In co O O r in REMARKS LMT ISSUE • DOWN CHKI • • • GS: TSB REV - ADJUSTED HEIGHTS GSA• TSB • • • • • • •- • - EXTERIOR ZONE 5 PRESSURES Mean Roof DESIGN PRESSURES (P5F) - ZONE Tributary Area (Sq Ft) 5 Haight 10 15 20 25 30 35 40 45 50 0 -15 ft -53.6 +40.1 -51.5 +39.0 -50.0 +38.2 - 48.9 +37.7 - 47.9 +37.2 - 47.1 +36.8 - 46.4 +36.4 -45.8 +36.1 -45.2 +35.9 ft -54.4 +40.6 -52.2 +395 -50.7 +38.8 49.5 +38.2 - 48.6 +37.7 47.7 +37.3 47.0 +36.9 - 46.4 +36S -45.9 +36.4 �16 -55.1 -52.9 -51.4 -50.2 -49.2 - 48.4 - 47.6 - 47.0 -46.5 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 -55.7 -53.5 -52.0 -50.8 - 49.8 - 48.9 -48.2 - 47.6 -47.0 +416 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +373 S -56.4 -54.1 -52.6 -51.4 -50.4 493 - 48.8 - 48.1 47.6 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.0 +42.6 -54.7 +41.4 -53.1 +40.6 -51.9 +40.0 -50.9 +39.5 -50.0 +39.1 -49.3 +38.7 - 48.7 +38.4 -48.1 +38.1 21 ft -57.6 +43.0 -55.3 +419 -53.7 +41.1 -52.4 , E`'T -514 - ;-44 445, - 49.2 -48.6 +385 58.1 -55.8 -54 2 - % 6 49.0 22 ft +43A +42.3 +415 )x : - n- '9.2 +38.9 -58.7 -56.4 -54.7 4 < , 1.1 49.5 23 ft +43.8 +42.7 +418 j' x; +39.2 24ft -59.2 +44.2 -56.9 +43.1 -55.2 +42.2 -5' +41.6 ri ^ +41. rr ^ ^I.• c " 0.2 "; T +39.9 -50.0 +39.6 25 ft -59.7 +44.6 -57.4 +43.4 -55.7 +42.6 G1 e Ri 4 9.9 26ft -60.2 +45.0 -57.8 +43.8 -56.2 442.9 -54 +42.3 •, +41.8 _: w +41.3 -,,,,42 .4.-1.4 +40.9 +40.6 -50.8 +40.3 27 ft -60.7 +45.3 -58.3 +44.1 -56.6 +43.3 -55.3 +42.6 -54.2 +42.1 -53.3 +41.6 -52.5 +41.2 -51.8 +40.9 -51.2 +40.6 8 ft -61.2 -58.8 -57.0 -557 -54.6 -53.7 -52.9 -52.2 -51.6 +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 29 ft -61.6 +46.0 -59.2 +44.8 -57.5 +43.9 -56.1 +43.3 -55.0 +42.7 -54.1 +42.3 -53.3 +41.9 -52.6 +41.5 -52.0 +41.2 30ft -62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -563 +43.6 -55.4 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +41.5 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 - 64.1 -61.6 -59.8 -58.4 -573 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 +445 +44.0 +43.6 +43.2 +42.9 '"40 -65.9 -63.3 -61S -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 ft +49.2 +47.9 +47.0 +463 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -67.6 -64.9 - 63.0 -61.6 -60.4 -59.4 -58.5 -577 -57.0 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45S +45.2 • • • .50: -6911 • 6+5 ;6 11-66.441•64.4 • : 5(2 +49.3 -63.0 +48.5 -617 +47.9 -60.7 +47.4 -59.8 +47.0 -59.0 +46.6 -58.3 +46.2 • • -7M9 0-67.71 -65.8 - 64.2 -63.0 -61.9 -61.0 -60.2 -59.5 =55 1, •• +5'.57 :5150.3 3 + +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 60 ft -71.8 +53.6 - 69.0 +52.2 -67.0 +51.2 -65.4 +50.4 -64.1 +49.8 -63.1 +49.3 - 62.1 +48.8 -61.3 +48.4 -60.6 +48.0 •MAT! 03905/14 04409/17 • - I THIS DOCUMENT IS THE PR P.E AND SHALL NOT BE aOUCF.Q N WHO WITHOUT WRITTEN CONSENT Rs. " ALTERATIONS, ADDITIONS&HIGHLIMHTWG,(YtO R• MARKINGS TO THIS DOCUMEN' ARE ND! PERMRTESAND INVALIDATE oIREf?rTIF1CAT1oN. • • OF FRANK L WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE 1. TABLES ARE INTENDED TO DEFINED AS THE • �.z •r da x3 USE OF CRITICAL CO'NY�R- "GZ1_: 2. TABLES VALID Op Ia P 3. TABLES VALID F LESS THAN 10° S 4. IDENTIFY THE BL CANNOT BE IDENTFR, 5. ALWAYS ROUND 6. CALCULATE THE TRI THE SPAN LENGTH (HEIGHT) M THAN ONE -THIRD „- SP OPENINGS ONLY - AREA OF AN OPE BE USED. ALWAYS RO USE: ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES NEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT LE VALUE OR CONSERVATIVE ASSUMPTION. E OP ING IN QUESTION (HEIGHT * WIDTH) OR Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY I'• CRITICAL (10 SQUARE FEET) SHALL O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS + SH - D, I - V • GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. MRH 5 60' BASED ON Kd = 0.85 GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH °ALLOWABLE STRESS DESIGN METHODOLOGY' PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = + / -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR•. -' • �.'ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTS - ?.N _. ^'® m•itw. =.e... D VERIFIED BY THE GOVERNING NTY FOR APPLICABILITY OF TABLE BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY AFFIRMATIONS ARE INTENDED R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. N, NO ADDITIONAL CERTIFICATIONS OR a= 10% OF f.•�1�d�x7 k i k r2- Ic:5a � +; x i L RH, WHICHEVER IS SMA 3L a aS:ni..t„,i .;: x=`r5 l F LEAST HORIZONTAL DIMENSION OR 3FT (1 %• �-° QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a I-1 WALL ZONE FIGURES 201,,Q fl ORIDA BUILDING CODE • • • • • • • ASCE 7 -10, CHAPTER 30 • DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET i : ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 09885 Address: Contractor: Product Approval Review Form • Lot:. Block: Opening Location (Room. Name) NOA Number OA Design Presure Ratin t /1 53 h,dP Oz. e9014 Height (4) psf (-) psf // - /a / sr • , 9 10 /s /6 /9 3e' /�- /0? /e54 // /? 42 - /01 • // 70 70 70 /0)- 4/ 'r/ ?( ' /d // ' - )0Z IX' • /0 70 70 O pen ng require Pressure. Rating ( +) psf (-) psf 70 70 70 70 37•.2 G•/ 36- r 4/3.y X9.8' ea / 70 ... • •. • • • .. • .. • 74 7e( 75— 70 70 70 70 7y 7y 7.5- 0-/ 3.� 2( A per Requirement Yes No K 70 70 70 70 f0• / .4/29/2014 vwww.exoquote.comlemquote/ Reporting/( S( pr3sbbl5zo30115yyaakvtlir))/ ExoReportViemr. aspOp= dAevAGQAZAAsADEAMgAzADUAMAAxADIALANAD ... 9 4 �1 Find I Next Window Professionals ShipTo: WINDOW PROFESSIONALS, THE 1319 JUPITER PARK DRIVE JUPITER , FL 33458 8043 Rione# (561) 745 -5414 Fax# (561) 745 -5374 PO#:MM10188AP Job Name:Boyce Job Address:45 NE 96 St. Miami Shores Sales Order # 767185 Ship Date:04 /11/2014 CA740 WINGUARD CA SERIES 740 Configuration: 111.000X50.500 W /GRY GG5 /1 XOX E Sales Person:Terry O'Hara Customer Boyce, Oswald Account# 45 NE 96 Street Mani Shores, FL 33138 Phone# (305) 751 -8172 Fax# Line # Item Description Quantity Line Pricing 1.1 CA740 WINGUARD CA SERIES 740 Configuration: 111.000X50.500 W /GRY GG5 /1 XOX E Ordered: 2 I Sell Rice Ext Price $1,800.04 $3,600.08 3F C1 Location: front bedroorr>Ss • •••• • • • 0090 •• Size:: 111.000W x 50.500H Size Type:: TTT Frame Color:: White Send Unit Complete Unit Interlayer Color:: Clear Hinge Type:: Egress Colonial style:: No Colonial Second muntn location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 O Section: DP +: 70.00 0 Section FPA #: FL243 0 Section Label: SHGC: 0.51 O Section Label: VT: 0.46 O Section COG: U- Factor: 0.96 0 Section Condensations Resistance: 13 Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Label: U- Factor: 1.06 Label: VT: 0.39 COG: U- Factor: 0.96 Which NOA: 12- 1218.11 0 Config (exp. 4/11/18) Substrate: Concrete XOX type:: 1/3 -1/3 -1/3 • • • • • • ••• j • Configuration (OSLI):: XOX • • • • • ••••• • Outboard Glass Color:: Gray • • I Glass Type:: 5/16" Lauri (1/8 Ann - .090 PUB nn • • Ype�� ( caL§� ) • • • Inboard Glass Color:: Gear • •••• • • •• Handle Type:: Folding Handle .. . .. First rruntin location: 0 • • • • • •• •• • •• 00400 i Screen Type:: 18x16 Charcoal • X Section: DP -: 89.20 • • • • • Label: U- Factor: 1.01 • • • • I O Section: DP : 84.10 • • • •.:.. Certification#:: 12-1218.09 • • • •••• • Certification #: 12- 1218.09 sip.. 0 Section COG: VT (use for Turtle Code): 0.59 0 Section Energy Star: Does Not Qualify Label: U- Factor: 1.06 Label: VT: 0.39 Energy Star: Does Not Qualify = Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Energy Star: Does Not Qualify Anchorage Type:: 1/4" ELCO Tapcons • • • •• .. • • • 2.1 HR710A HR710A ALUM WG I Ordered: 1 1 Sell Price at Price $427.08 $427.08 Configuration: 36.750X50.500FLWGRY GG5 /16W XO 1 Location: next to entry obscure httplhwvw.emq uote.com/emq uote/ Reporting/( S( pr3sbb15zo301145yyaaltitkr ))/FxoReportView.er.asp)Op =dABvAGQAZAAsADEAMgAzADUAMAAxAD IALAAyAD... 1/10 .4/29/2014 vwvwexoquote.con/emquote/ Reporting/( S( pr3sbbl5zo30116yyaakvtk'))/ ExoReportViewer. aspClp= dAINAGOAZAAsADEAMgAzADUAMAA IDIALAAyAD .. httpJ/vwvw:exoquote.co nlexoquote/ Reporting/( S( Ix3sbb15zo30116yyaakvtkc))/ FoReportVievver. aspx3 p= dABvAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD ... 2/10 Size: 36.750W x 50.500H Size Type: Tip -To-Tip Frame color: White Interlayer color: White Glass type: 5/16" Larri (1/8 Ann - .090 PVB -1/8 Ann) Screen type: 18x16 Charcoal DP Calculated Pos +: 75.00 Certification#: 11- 1114.04 Anchorage: 1/4" ELCO Tapcons Label: U- Factor: 1.08 Label: VT: 0.47 Energy Star: Does Not Qualify Frame type: Flange Configuration: XO - Left Moving - Right Fixed Outboard Glass color: Gray Inboard Glass color: Clear How many locks: 2 Colonial style: No Colonial DP Calculated Neg -: 75.00 FPA #: FL242 Substrate: Concrete Label: SHGC: 0.51 COG: VT (use for Turtle Code): 0.59 What side to Mull: View from Outside 3.1 CA740 WINGUARD CA S9RES 740 Ordered: 1 Location: front triple end Sell Rice Ext Rice $700.06 $700.06 Configuration: 37.000X62.750 W /GRY GG5 /1 X LE F C1 Size:: 37.000W x 62.750H Configuration (OSLI):: X Outboard Glass Color:: Gray Glass Type:: 5/16" Lam (1/8 Ann - .090 FVB -1/8 Ann) Inboard Glass Color:: Clear Hinge Type:: Egress Colonial style:: No Colonial Second nuntin location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 O Section: DP -: 0 Certification #::12 - 1218.09 Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Which NOA: 12-1218.09 X Config (exp. 4/11/18) Substrate: Concrete Size Type:: TTT Frame Color:: White Send Unit Complete Unit Interlayer Color:: Clear Hinge:: Left Hinge Handle Type:: Folding Handle First muntin location: 0 Screen Type:: 18x16 Charcoal X Section: DP -: 70.10 0 Section: DP +: 0 0 Section FPA #: FL243 Label: U- Factor: 1.06 Label: VT: 0.39 Energy Star: Does Not Qualify Anchorage Type:: 1/4" ELCO Tapcons 4.1 CA740 WINGUARD CA SERIES 740 i Ordered: 1 Location: ftont triple end Sell Price Ext ice $700.06 $700.06 Configuration: 37.000X62.750 W /GRY GG5 /1 X RE F C1 Size:: 37.000W x 62.750H Configuration (OSLO:: X Outboard Glass Color:: Gray Glass Type:: 5/16" Lam (1/8 Ann - .090 PVB -1/8 Ann) Inboard Glass Color:: Clear Hinge Type:: Egress Colonial style:: No Colonial Second muntin location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 O Section: DP-: 0 Certification#:: 12- 1218.09 Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Which NOA: 12- 1218.09 X Config (exp. 4/11/18) Substrate: Concrete Size Type:: TTT Frame Color:: White • • • • Send Unit Complete Unit • • • Interlayer Color:: Clear • 1 Hinge:: Right Hinge Handle Type:: Folding Handle •••• • First muntin location: 0 •••• • Screen Type:: 18x16 Charcoal X Section: DP-: 70.10 • • • • • • 0 Section: DP +: 0 • 0 Section FPA #: FL243 • • • Label: U- Factor: 1.06 • • • Label: VT: 0.39 • • • • Energy Star: Does Not Qualify • Anchorage Type:: 1/4" ELCO Tapcons • •' • ••.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • • • ••;•• • • •••• • ! • • • i {€ • • • • E • • • • • • • 6 ' I I Ext Rice III 5.1 MULL MULL BARS I, Ordered: 2 Location: mulls for front living Y Sell Price $60.98 I i $121.96 Configuration: 62.000 5'3" WHITE 1 X 2.75 X .375 room ends For Brand: WinGuard Aluminum Mull Type: 1 x 2 3/4 x .375 Mull Modular size code: 5' 3" -11 Custom Mull Size: 0 Mull Color: White 6.1 PW701 H WINGUARD PICTURE WINDOW Ordered:1 Sell Price 1Bct Price $958.55 I $958.55 rnnfln„ratinn• 79' nnx n9 7S(1F1 Wlr' -.RY t1H7 /1R S Location: front livina room center fixed httpJ/vwvw:exoquote.co nlexoquote/ Reporting/( S( Ix3sbb15zo30116yyaakvtkc))/ FoReportVievver. aspx3 p= dABvAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD ... 2/10 4/29/2014 wwwexvquote.com/exoquote/ Reporting/( S( pr3sbbl5zo301k5y )aakutiv))/ExoReportViewer.asp dABvAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD ... httpJ /www:emquote.com/emquote /Reporting /(S(pr3sbbl5zo301k5 ))/FxoRepo ewer. aspx1p= dABvAGQAZAAsADEAMgAaADUAMAMADIALAAyAD ... 3/10 Size: 72.500W x 62.750H Frame Color: White Outboard Glass Color: Gray Interlayer Color: CLR Glass Type: 7/16" Larri (3/16 Ann - .090 PVB - 3/16 HS) Fixed lites across: 0 Stainless Steel Package: 1 DP Calculated -: 67.10 Certification#: 13- 0502.03 Anchorage: 1/4" ELCO Tapcons NFRC Label: U- Factor: 0.99 NFRC Label: VT: 0.44 COG: SIiGC: 0.56 Condensation Resistance: 13 What side to Mull: View from Outside Size Type: Tip- To-Tip Frame type: Range Interlayer Color: Clear Inboard Glass Color: Clear Colonial Style: No Colonial Fixed lites down: 0 DP Calculated +: 67.10 FPA #: FL243 NOA Selection: 13- 0502.03 (exp. 2/19/2019) Substrate: Concrete NFRC Label: SHGC 0.51 COG: U- Factor: 0.94 COG: VT (use for Turtle Code): 0.49 Energy Star: Does Not Qualify 7.1 CA740 WINGUARD CA SERIES 740 Ordered: 1 Location: front bathroom obscured Sea Price Ext Price $846.72 $846.72 Configuration: 53.000X38.000 W /GRY GG5/1W XX E F C1 Size:: 53.000W x 38.000H Configuration (OSLI):: XX Outboard Glass Color:: Gray Glass Type:: 5/16" Lam (1/8 Ann - .090 PVB -1/8 Ann) Inboard Glass Color:: Clear Handle Type:: Folding Handle First muntin location: 0 Screen Type:: 18x16 Charcoal X Section: DP -: 90.00 O Section: DP +: 0 O Section FPA #: " Certification #: 12- 1218.09 Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Label: U- Factor: 1.06 Label: VT: 0.39 COG: U- Factor: 0.96 Which NOA: 12- 1218.09 X Config (exp. 4/11/18) Substrate: Concrete Size Type:: TTT Frame Color:: White Send Unit Complete Unit Interlayer Color:: White Hinge Type:: Egress Colonial style:: No Colonial Second nuntin location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 0 Section: DP -: 0 Certification#:: 12- 1218.09 Label: U- Factor: 1.06 Label: VT: 0.39 Energy Star: Does Not Qualify Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Energy Star: Does Not Qualify Anchorage Type:: 1/4" ELC O Tapcons • • • • • • • •••• • 8.1 CA740 WINGUARD CA SERIES 740 Ordered: 1 x.25 • Location: left side bedroom TTT White Unit • Clear • Egress • No Colonial • • location: 0 +: 70.00 #: FL245 -: 0 12-1218.09 1.06 Does Not Qualify 0.44 for Turtle Code): 0.59 Does Not Qualify Type:: 1/4" ELC 0 Tapcons I ce • • Rd Iorice $1,04.25 • Configuration: 73.750X38.250 W /GRY GG5 /1 XX E F C1 Se Type:: Frame Color:: Send Unit Complete Interlayer Color:: Hinge Type:: Colonial style:: Second muntin I X Section: DP X Section: FPA ' 0 Section: DP Certification#:: Label: U- Factor: Label: VT: 0.39 Energy Star: i Label: SHGC: COG: VT (use Energy Star: Anchorage •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• •••• • • • ••i•• • •' ••••• : • • • • • • • • L • • Size:: 73.750W x 38.250H Configuration (OSLO:: XX Outboard Glass Color:: Gray Glass Type:: 5/16" Lam (1/8 Ann - .090 FVB -1/8 Ann) Inboard Glass Color.: Clear Handle Type:: Folding Handle First muntin location: 0 Screen Type:: 18x 16 Charcoal X Section: DP -: 90.00 0 Section: DP +: 0 O Section FPA #: FL243 Certification #: 12-1218.09 Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Label: U- Factor: 1.06 Label: VT: 0.39 COG: U- Factor: 0.96 Which NOA: 12- 1218.09 X Config (exp. 4/11/18) Substrate: Concrete 9.1 CA740 WINGUARD CA SERIES 740 Ordered: 1 I ww..Nww• b.N ei.Ls 1,...14, nine.... ..n.1 Sell Rice Ext Rice $520.11 $520.11 w_.- e1- ..__.2_ -. nc. 7cnv•0 nen %Aunry l'#'- IA \A/ v rfr r /.A httpJ /www:emquote.com/emquote /Reporting /(S(pr3sbbl5zo301k5 ))/FxoRepo ewer. aspx1p= dABvAGQAZAAsADEAMgAaADUAMAMADIALAAyAD ... 3/10 • 4/29/2014 www.exoquote.corn/emquote/ Reporting/( S( pr3sbb15zo301k5yyaalMla '))/ExoReportViev.er. ripe? p= dABvAGQAZAAsADEAMgAzADUAMAAw4DIALAA RT VW/ I VV l� RC t' V I a.t/tiaaw��. A7I t IUG I CIU I uwi.uI eU httpJ/ www. e> cquote. oun/ emquote/Reporting/( S( pr3sbbl5zo30116yyaakvtiv ))/ExoRepo ewer.asp dABvAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD ... 4/10 a.om Iu u/ uuvu.. 30. / CUJlJ6.LDU VV/ V Size:: 36.750W x 38.250H Configuration (OSLO:: X Outboard Glass Color:: Gray Glass Type:: 5/16" Lam (1/8 Ann - .090 NB -1/8 Ann) Inboard Glass Color:: Clear hinge Type:: Egress Colonial style:: No Colonial Second muntin location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 O Section: DP -: 0 Certification#:: 12- 1218.09 Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Which NOA: 12-1218.09 X Config (exp. 4/11/18) Substrate: Concrete Size Type:: TTT Frame Color:: White Send Unit Complete Unit Interlayer Color:: White Hinge:: Right Hinge Handle Type:: Folding Handle First muntin location: 0 Screen Type:: 18x16 Charcoal X Section: DP -: 91.00 0 Section: DP +: 0 0 Section FPA #: FL243 Label: U- Factor: 1.06 Label: VT: 0.39 Energy Star: Does Not Qualify Anchorage Type:: 1 /4" ELM Tapcons IfE 10.1 CA740 WNGUARD CA SERIES 740 Ordered: 1 Sell Rice Ext Rice $807.32 $807.32 Configuration: 52.750X38.000 W /GRY GG5 /1 XX E F C1 Location: kitchen Size:: 52.750W x 38.000H Configuration (OSLI):: XX Outboard Glass Color:: Gray Glass Type:: 5/16" Lam (1 /8 Ann - .090 PVB -1/8 Ann) Inboard Glass Color:: Clear Handle Type:: Folding Handle First muntin location: 0 Screen Type:: 18x16 Charcoal X Section: DP -: 90.00 O Section: DP +: 0 O Section FPA #: FL243 Certification #: 12- 1218.09 Label: SHGC 0.44 COG: VT (use for Turtle Code): 0.59 Label: U- Factor: 1.06 Label: VT: 0.39 COG: U- Factor: 0.96 Which NOA: 12- 1218.09 X Config (exp. 4/11/18) Substrate: Concrete Size Type:: TTT Frame Color:: White Send Unit Complete Unit Interlayer Color:: Clear hinge Type:: Egress Colonial style:: No Colonial Second muntin location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 0 Section: DP -: 0 Certification#: 12- 1218.09 Label: U- Factor: 1.06 Label: VT: 0.39 Energy Star: Does Not Qualify Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Energy Star: Does Not Qualify Anchorage Type:: 1/4" ELCO Tapcons •••• • • •••• • .• • • • ••• • • •r • • rs• 11.1 CA740 WNGUARD CA SERIES 740 Ordered: 1 •.•.y• •s . E3ct Rice • •§1II.Price ••a3d6.24 :• • • •• ••• §.24 • • Configuration: 19.000X38.125 W /GRY GG5 /1W X RW F Cl Location: left side 2nd bath obscured • •• • •• •• Size:: 19.000W x 38.125H Configuration (OSLO:: X j Outboard Glass Color:: Gray Glass Type:: 5/16" Laird (1/8 Ann - .090 PVB -1/8 Ann) Inboard Glass Color:: Clear hinge Type:: Washable Colonial style:: No Colonial I Second rruntin location: 0 X Section: DP +: 70.00 IX X Section: FPA # FL245 O Section: DP : 0 Certification #::12 - 1218.09 Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Which NOA: 12-1218.09 X Config (exp. 4/11/18) Substrate: Concrete Size Type:: TTT • • • • • • • Frame Color:: White • Send Unit: Complete Unit • ` • • • • • ! Interlayer Color:: White • • • • Hinge:: Right hinge `.. • • •. • • • •I•0II • Handle Type:: Folding handle •••• First muntin location: 0 Screen Type:: 18x16 Charcoal Section: DP -: 91.00 O Section: DP +: 0 I 0 Section FPA #: FL243 !Label: U- Factor: 1.06 I Label: VT: 0.39 Energy Star: Does Not Qualify Anchorage Type:: 1/4" ELM Tapcons • • • • • 1 a P f 12.1 CA740 WNGUARD'CA SERIES 740 Ordered: 1 Sell Ate Ext Rice $492.27 $492.27 Configuration: 36.750X38.250 W /GRY GG5 /1 X RE F C7 Location: laundry room - Chn.• 9R TC.MAI. 912 'MALI z C:+.. T..nn•• TTT httpJ/ www. e> cquote. oun/ emquote/Reporting/( S( pr3sbbl5zo30116yyaakvtiv ))/ExoRepo ewer.asp dABvAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD ... 4/10 , 4/29/2014 wrvw.emquote.com/e)oquote/ Reporting/( S( pr3sbb15zo30116yjaltrtla '))/ExpRepo ewe.asp dABvAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD .. httpJ/wwwexoquote. corn /emquote/ Reporting/( S( pr3sbbl5zo30114SWaakortlir ))/ExoReportVien . aspep= dABAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD ... 5/10 OIL.M. JU. / :WY V A Jo.cUUfl Configuration (OSLO:: X Outboard Glass Color:: Gray Glass Type:: 5/16" Lam (1/8 Ann - .090 PVB -1/8 Ann) Inboard Glass Color:: Clear Finge Type:: Egress Colonial style:: No Colonial Second nuntin location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 O Section: DP-: 0 Certification#:: 12-1218.09 Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Which NOA: 12- 1218.09 X Config (exp. 4/11/18) Substrate: Concrete .7lc.o I piia.. ■ 1 . Frame Color:: White Send Unit: Corrplete Unit Interlayer Color:: Clear Fringe:: Right Hinge Handle Type:: Folding Handle First muntin location: 0 Screen Type:: 18x14 Charcoal X Section: DP-: 91.00 0 Section: DP +: 0 0 Section FPA #: " Label: U- Factor: 1.06 Label: VT: 0.39 Energy Star: Does Not Qualify Anchorage Type:: 1/4" E..CO Tapcons 1 13.1 CA740 WNGUARD CA SERFS 740 Ordered: 1 Location: garage Se Rice Ext Rice $621.29 $621.29 Configuration: 36.875X38.625 W /GRY GG5 /1W X LE F C1 Size:: 36.875W x 38.625H Configuration (OSLI):: X Outboard Glass Color:: Gray Glass Type:: 5/16" Lam (1/8 Ann - .090 PVB -1/8 Ann) Inboard Glass Color:: Clear Fringe Type:: Egress Colonial style:: No Colonial Second rruntin location: 0 XSection: DP+ :70.00 X Section: FPA #: FL245 O Section: DP -: 0 Certfication#:: 12- 1218.09 Label: SHGC 0.44 COG: VT (use for Turtle Code): 0.59 Which NOA: 12- 1218.09 X Config (exp. 4/11/18) Substrate: Concrete Size Type:: TTT Frame Color:: White Send Unit: Complete Unit Interlayer Color:: White Hnge:: Left Finge Handle Type:: Folding Handle First nuntin location: 0 Screen Type:: 18x16 Charcoal XSection: DP-: 91.00 0 Section: DP +: 0 O Section FPA #: " Label: U- Factor: 1.06 Label: VT: 0.39 Energy Star: Does Not Qualify Anchorage Type:: 1/4" ELM Tapcons j 14.1 CA740 WNGUARD CA SERIES 740 Ordered: 1 Location: florida room end lef:A Sell Rice • I Ext Price $700.06 B x.06 Configuration: 37.000X62.500 W /GRY GG5 /1 X LE F Cl • • �� •• • • ••• a t • • 1 Size:: 37.000W x 62.500H Configuration (OSLO:: X Outboard Glass Color:: Gray Glass Type:: 5/16" Lam (1/8 Ann - .090 PVB -1/8 Ann) Inboard Glass Color:: Clear Hinge Type:: Egress Colonial style:: No Colonial Second muntin location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 O Section: DP -: 0 Certification#:: 12- 1218.09 Label: SHGC 0.44 COG: VT (use for Turtle Code): 0.59 Which NOA: 12-1218.09 X Config (exp. 4/11/18) Substrate: Concrete Size Type:: TTT Frame Color:: White Send Unit: Complete Unit Interlayer Color:: Clear Hinge:: Left Hinge Handle Type:: Folding Handle First muntin location: 0 Screen Type:: 18x16 Charcoal X Section: DP -: 70.10 O Section: DP +: 0 0 Section FPA #: FL243 Label: U- Factor: 1.06 Label: VT: 0.39 Energy Star: Does Not Qualify Anchorage Type:: 1/4" ELCO Tapcons • • • • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • •• • «• • • • • • • • - • • • • ?•• rat Rice 15.1 CA740 WNGUARD CA SERIES 740 Ordered: 1 right Sell Rice 700.06 $700.06 Configuration: 37.000X62.500 W /GRY GG5 /1 X RE F C1 Location: florida room end A Size:: 37.000W x 62.500H Size Type:: TIT Configuration (OSLO:: X Frame Color:: White Outboard Glass Color:: Gray Send Unit: Complete Unit Glass Type:: 5/16" Lam (1/8 Ann - .090 PVB -1/8 Ann) Interlayer Color:: Clear Inboard Glass Color:: Clear Hnge:: Right Hinge L6wnn T..wn•• Cn.www 11.+w.41w T..ww•• Cwl.liwn LI..w.Jl.. httpJ/wwwexoquote. corn /emquote/ Reporting/( S( pr3sbbl5zo30114SWaakortlir ))/ExoReportVien . aspep= dABAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD ... 5/10 , 4/29/2014 www.emquote.cxzlemquote/ Reporting /(S(pr3sbb15zo301k5yyaalo kr))J ExoReportViev∎ er. aspgTp= dABvAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD .. httpJ/wvvw.emq uote.com/emq uote/ Reporting/( S( pr3sbbl5zo301k5yyealek ))/EmReportVi emer. asp)Q p= dABVAGQAZAAsADEAMgAzADUAMAAXADIALAAyAD ... 6110 runyo 1 ypa.. Aiwa Colonial style:: No Colonial Second muntin location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 0 Section: DP -: 0 Certification#:: 12- 1218.09 Label: SHGC 0.44 COG: VT (use for Turtle Code): 0.59 Which NOA: 12-1218.09 X Config (exp. 4/11/18) Substrate: Concrete nanu,a I y pJO.• I VIY" IV . wnu.a First muntin location: 0 Screen Type:: 18x16 Charcoal X Section: DP -: 70.10 O Section: DP +: 0 O Section FPA #: FL243 Label: U- Factor: 1.06 Label: VT: 0.39 Energy Star: Does Not Qualify Anchorage Type:: 1/4" ELCO Tapcons 16.1 MULL MULL BARS Ordered: 2 Location: nulls for florida room Sell Rice Ext Rice $60.98 $121.96 Configuration: 62.000 53" WHITE 1 X 2.75 X .375 A For Brand: WinGuard Aluminum Modular size code: 5' 3" -11 Mull Color: White Mull Type: 1 x 2 3/4 x .375 Mull Custom Mill Size: 0 17.1 PW701 H WNGUARD PICTURE WINDOW Ordered: 1 Location: florida room center A Sell Price Ext Price $760.49 $760.49 Configuration: 57.750X 62.500FL W /GRY GH7/16 S Size: 57.750W x 62.500H Frame Color: White Outboard Glass Color: Gray Interlayer Color: CLR Glass Type: 7/16" Lang (3/16 Ann - .090 P✓B - 3/16 HS) Fixed Iltes across: 0 Stainless Steel Package: 1 DP Calculated -: 74.20 FPA #: FL243 Anchorage: 1/4" ELCO Tapcons NFRC Label: U- Factor: 0.99 NFRC Label: VT: 0.44 COG: SHGC 0.56 Condensation Resistance: 13 What side to Mull: View from Outside Size Type: Tip -To-Tip Frame type: Range Interlayer Color: Clear Inboard Glass Color: aear Colonial Style: No Colonial Fixed tiles down: 0 DP Calculated +: 74.20 Certification# 13- 0502.03 NOA Selection: 13-0502.03 (exp. 2/19/2019) Substrate: Concrete NFRC Label: SHGC: 0.51 COG: U- Factor: 0.94 COG: VT (use for Turtle Code): 0.49 Energy Star: Does Not Qualify • • 18.1 CA740 WINGUARD CA SER ES 740 Ordered: 1 • • Location: florida room end left 13.;.. y§61I ice . • Ext Rice MET" • • • • • •• •• 700.06 Configuration: 37.000X62.500 W /GRY GG5 /1 X LE F C1 Ste:: 37.000W x 62.500H Configuration (OSLO:: X Outboard Glass Color:: Gray Glass Type:: 5116" Lam (1/8 Ann - .090 PVB -1/8 Ann) Inboard Glass Color:: Clear Hinge Type:: Egress Colonial style:: No Colonial Second muntin location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 0 Section: DP -: 0 Certification#:: 12- 1218.09 Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Which NOA: 12-1218.09 X Config (exp. 4/11/18) Substrate: Concrete Size Type:: TTT • ••• • • Frame Color:: White • • Send Unit: Complete Unit • • Interlayer Color:: aear 'S •• Hinge:: Left Hinge • • • Handle Type:: Folding Handle • • First muntin location: 0 • • Screen Type:: 18x16 Charcoal • • • X Section: DP -: 70.10 O Section: DP +: 0 0 Section FPA #: FL243 Label: U- Factor: 1.06 Label: VT: 0.39 Energy Star: Does Not Qualify Anchorage Type:: 1/4" ELCO Tapcons • • • • • • • • • •• • • • • • • • . •••• • ' • •• • • • • • r • :1 • I • 19.1 CA740 WINGUARD CA SERlS 740 Ordered: 17 1 Sell Price Ext Rice $700.06 $700.06 Configuration: 37.000X62.500 W /GRY GG5 /1 X RE F C1 Location: florida room end right B Size:: 37.000W x 62.500H !Ste Type:: TTT Configuration (OSLI):: X Frame Color:: White httpJ/wvvw.emq uote.com/emq uote/ Reporting/( S( pr3sbbl5zo301k5yyealek ))/EmReportVi emer. asp)Q p= dABVAGQAZAAsADEAMgAzADUAMAAXADIALAAyAD ... 6110 . 4/29/2014 www.emquote.com/emquote/ Reporting/( S( pr3sbbl5zo301k55yyaaakvtk r))/ExoReportViewer.asp dABvAGQAZAPsADEAMgAzADUAMAAw4DIALA /N AO... httpJ/www.emq uote.com/emq uotel Reporting/( S( pr3sbb15zo301k5yyaakvtiv))/ BuReportViewer. aspep= dABvAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD ... 7/10 Outboard Glass Color:: Gray Glass Type:: 5/16" Lami (1/8 Ann - .090 P/B -1/8 Ann) I Inboard Glass Color:: Clear Hinge Type:: Egress Colonial style:: No Colonial Second rruntin location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 O Section: DP -: 0 Certification#:: 12- 1218.09 Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Which NOA: 12- 1218.09 X Config (exp. 4/11/18) Substrate: Concrete Send Unit: Complete Unit Interlayer Color:: Gear Hinge:: Rght Hinge Handle Type:: Folding Handle First muntin location: 0 Screen Type:: 18x16 Charcoal X Section: DP -: 70.10 O Section: DP +: 0 0 Section FPA #: FL243 Label: U- Factor: 1.06 Label: VT: 0.39 Energy Star: Does Not Qualify Anchorage Type:: 1/4" ELCO Tapcons 20.1 MULL MULL BARS Ordered: 2 Location: florida room mulls B Sell Rice Ext Rice $60.98 $121.96 Configuration: 62.000 5'3" WHITE 1 X 2.75 X .375 For Brand: WinGuard Aluminum Modular size code: 5' 3" -1-6 Mill Color: White Mull Type: 1 x 2 3/4 x .375 Mull Custom Muri Size: 0 21.1 FW701 H WNGUARD PICTURE WINDOW Ordered: 1 Location: florida room center B Sell Rice Ext Price $809.89 $809.89 Configuration: 61.500X 62.500FL W /GRY GH7/16 S Size: 61.500W x 62.500H Frame Color: White Outboard Glass Color: Gray Interlayer Color: CLR Glass Type: 7/16" Lam (3/16 Ann - .090 P/B - 3/16 HS) Fixed rites across: 0 Stainless Steel Package: I DP Calculated -: 71.20 Certification#: 13- 0502.03 NFRC Label: U- Factor: 0.99 NFRC Label: VT: 0.44 COG: SHGC 0.56 Condensation Resistance: 13 What side to Muf: View from Outside Size Type: Tip -To-Tip Frame type: Flange Interlayer Color: Clear Inboard Glass Color: Clear Colonial Style: No Colonial Fixed Ides down: 0 DP Calculated +: 71.20 FPA #: FL243 I NOA Selection: 13-0502.03 (exp. 2/19/2019) NFRC Label: SHGC 0.51 COG: U- Factor: 0.94 I COG: VT (use for Turtle Code): 0.49 Energy Star: Does Not Qualify • • .. • • • • •••• • • • • • • • ••• •• • •.• • • • • • •• • •• ••• 22.1 CA740 WINGUARD CA SER ES 740 I Ordered: 1 •,4300.66 u Rice • ! • EV Rice : • • • • • .... i •91.430.66 Configuration: 73.000X62.500 W /GRY GG5 /1 )0: E F Cl Location: florida room C right•ohdo8r• • • • • • • • • ' '" Size:: 73.000W x 62.500H (OSLO:: )X Outboard Glass Color:: Gray Glass Type:: 5/16" Lami (1/8 Ann - .090 P/B -1/8 Ann) Inboard Glass Color:: Clear Handle Type:: Folding Handle First rruntin location: 0 Screen Type:: 18x16 Charcoal X Section: DP -: 70.10 O Section: DP +: 0 O Section FPA #: FL243 Certification #:12- 1218.09 Label: SHGC 0.44 COG: VT (use for Turtle Code): 0.59 Label: U- Factor: 1.06 Label: VT: 0.39 COG: U- Factor: 0.96 Which NOA: 12-1218.09 X Config (exp. 4/11/18) Substrate: Concrete Size Type:: TTT • . Frame Color:: White • • Send Unit: Complete Unit Interlayer Color:: Clear • •.. Fringe Type:: Egress •• i Colonial style:: No Colonial 1Second muntin location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 0 Section: DP -: 0 '4, Certification #::12 - 1218.09 Label: U- Factor: 1.06 Label: VT: 0.39 I Energy Star: Does Not Qualify Label: SHGC 0.44 ! COG: VT (use for Turtle Code): 0.59 Energy Star: Does Not Qualify = Anchorage Type:: 1/4" ELM Tapcons • • • • • • • • :••• •••• I#.:. ••• • 1 • Configuration , • • • .l httpJ/www.emq uote.com/emq uotel Reporting/( S( pr3sbb15zo301k5yyaakvtiv))/ BuReportViewer. aspep= dABvAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD ... 7/10 , 4/29/2014 www:emquote.comlexoquote/ Reporting/( S( pr3sbb15zo30116yyaalMkr )) /E)PReportViewer.asp dABNAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD ... 23.1 MULL MULL BARS Ordered: 2 Sell Price Ext Rice $88.79 $177.58 Configuration: 62.500 WHITE 1 X 4 X .375 Location: mulls for florida room door C For Brand: WinGuard Aluminum Custom Mull Size: 62.500 Mull Type: 1 x 4 x .375 Mull Mull Color: White 24.1 FD101 H WNGUARD FRENCH DOOR I Ordered: 1 � SeU Price Ext Price $1.178.74 $1,178.74 Configuration: 35.750X 84.500W /GRY GFK3 /8 HL E AH2 2 Location: florida room door C Size: 35.750W x 84.500H Door Sin, ing: Outsw Ing Frame Color : White Outboard Glass Color : Gray InterLayer Color: CLR Glass Type: 3/8" Lani (1/8° Ann - .090 PVB - 3/16 "HS) Part to Send: Complete unit Active Handle: PREP Standard Center Distance: 4 Overall unit Width: 0 SideLite Quantity: 0 Sidelite Height 0 Sidelite lites down: 0 DP Calculated -: 75.00 FPA #: FL253 Which NOA: 12- 0516.02 (exp. 10/18/17) Substrate: Concrete Door Label: SHGC: 0.39 Door COG: VT (use for Turtle Code): 0.59 Unit Configuration: X Active door (OSLI): FUnge / Active Left Outboard Glass Color : GRY InterLayer Color: Clear Inboard Glass Color: Gear Sill Type: Exterior threshhold 2 -Point Lock: Send 2 -PT Lock Active Deadbolt PREP FD Colonial style: No Colonial Overall unit Height: 0 SideLite Width: 0 Sidelite lites across: 0 DP Calculated +: 75.00 Certification#: 12- 0516.02 Testing/Certification to be used for permit: Miami -Dade NOA ( in HVHZ ) Anchorage: 1/4" ELCO Tapcons Door Label: U- Factor: 1.02 Door Label: VT: 0.33 Door Energy Star: Does Not Qualify 25.1 CA740 WINGUARD CA SERIES 740 Ordered: 1 I Sell Price Ext Price $687.82 $687.82 Configuration: 31.000X62.500 W /GRY GG5 /1 X LE F C1 Location: florida room left of door C Size:: 31.000W x 62.500H Configuration (OSLI):: X Outboard Glass Color:: Gray Glass Type:: 5/16" Larry (1/8 Ann - .090 PVB -1/8 Ann) Inboard Glass Color:: Gear FUnge Type:: Egress Colonial style:: No Colonial Second muntin location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 O Section: DP -: 0 Certification#::12- 1218.09 Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Which NOA: 12- 1218.09 X Config (exp. 4/11/18) Substrate: Concrete Size Type:: TIT Frame Color:: White Send Unit: Complete Unit Interlayer Color:: Gear tinge:: Left FUnge • • • • • • • •' • •••• • • Handle Type:: Folding Handle • First muntin location: 0 • • • • • • • • Screen Type:: 18x16 Charcoal •• • •••• • X Section: DP -: 76.50 • • O Section: DP +: 0 •••• • • • • R243 ; O Section FPA #: 243 • • • • • . • ••:•• Label: U- Factor: 1.06 • • • ••••• Label: VT: 0.39 • • • • • • • • • • Energy Star: Does Not Qualify • l Anchorage Type:: 1/4" ELCO Tapcons : • ; . . 3 • • • • 1 • • • • i • • • • • • • • • • • •• ••t : 26.1 C A740 WNGUARD CA SET S 740 Ordered: 1 i Seq Price • . . ice $1,133.24 $1,133.24 Configuration: 52.875X62.750 W /GRY GG5/1 XX E F C1 Location: dining room Size:: 52.875W x 62.750H Size Type:: TTT Configuration (OSLI):: XX 'Frame Color:: White Outboard Glass Color:: Gray Send Unit Complete Unit Glass Type:: 5/16" Lami (1/8 Ann - .090 PVB -1/8 Ann) i Interlayer Color:: Gear Inboard Glass Color:: Gear FUnge Type:: Egress Handle Type:: Folding Handle ' Colonial style:: No Colonial First muntin location: 0 I Second muntin location: 0 Screen Type:: 18x16 Charcoal 1 X Section: DP +: 70.00 X Section: DP : 90.00 IX Section: FPA #: FL245 O Section: DP +: 0 ' O Section: DP -: 0 O Section FPA #: FL243 1 Certification#:: 12- 1218.09 E I httpJ /www.emquote.cornlacquote/ Reporting/( S( pr3sbb15zo301k5yyaakvtlP )) /ExoRepo . aspOp= dABvAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD ... 8/10 4/29/2014 www.exoquote. corn/exioquote/ Reporting/( S( pr3sbb15zo301k5yyaakvtkr))/ EmReportViewer. aspX? p= dABvAGOAAZAAsADEAMgAzADUAMAAxADIALAAyAD ... httpJ /www.exoquote.com/exoquote /Reporting/( S( pr3sbbl5zo301k5yyaalmt ly))/ExoRepo ewer. aspep= dABvAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD ... 9/10 Ler[Ricauonrr: 1c -i A IO.ua Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Label: U- Factor: 1.06 Label: VT: 0.39 COG: U- Factor: 0.96 Which NOA: 12-1218.09 X Config (exp. 4/11/18) Substrate: Concrete LQVGI• ar1 QNWI. I.VV Label: VT: 0.39 Energy Star: Does Not Qualify Label: SHGC 0.44 COG: VT (use for Turtle Code): 0.59 Energy Star: Does Not Qualify Anchorage Type:: 1/4" ELCO Tapcons 27.1 CA740 WINGUARD CA SERIES 740 Ordered: 1 Location: back bathroom obscured Sell Rice Ext Price $846.72 $846.72 Configuration: 52.875X38.250 W /GRY GG5 /1 W XX E F C1 Size:: 52.875W x 38.250H Configuration (OSLO:: XX Outboard Glass Color:: Gray Gass Type:: 5/16" Larri (1/8 Ann - .090 PVB -1/8 Ann) Inboard Glass Color:: Gear Handle Type:: Folding Handle First muntin location: 0 Screen Type:: 18x16 charcoal X Section: DP -: 90.00 O Section: DP +: 0 O Section FPA #: " Certification #: 12- 1218.09 Label: SHGC 0.44 COG: VT (use for Turtle Code): 0.59 Label: U- Factor: 1.06 Label: VT: 0.39 COG: U- Factor: 0.96 Which NOA: 12-1218.09 X Config (exp. 4/11/18) Substrate: Concrete Size Type:: TIT Frame Color :: White Send Unit Complete Unit Interlayer Color:: White Hinge Type:: Egress Colonial style:: No Colonial Second muntin location: 0 X Section: DP +: 70.00 X Section: FPA #: FL245 O Section: DP -: 0 Certification#::12- 1218.09 Label: U- Factor: 1.06 Label: VT: 0.39 Energy Star: Does Not Qualify Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Energy Star: Does Not Qualify Anchorage Type:: 1/4" E.CO Tapcons 28.1 CA740 WINGUARD CA SERES 740 Ordered: 1 Location: master bedroom back Sell Price Ext Price $1,193.00 $1,193.00 Configuration: 73.750X50.500 W /GRY GG5 /1 XX E F C1 Size:: 73.750W x 50.500H Configuration (OSLO:: XX Outboard Glass Color:: Gray Glass Type:: 5/16" Lam (1/8 Ann - .090 PVB -1/8 Ann) Inboard Glass Color:: Clear Handle Type:: Folding Handle First muntin location: 0 Screen Type:: 18x16 Charcoal X Section: DP : 89.20 O Section: DP +: 0 O Section FPA #: FL243 Certification #: 12-1218.09 Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Label: U-Factor: 1.06 Label: VT: 0.39 COG: U- Factor: 0.96 Which NOA: 12-1218.09 X Config (exp. 4/11/18) Substrate: Concrete Size Type:: TTT Frame Color:: White Send Unit: Complete Unit Interlayer Color:: Gear • • • • • • • • •••• • Hinge Type:: • Egress • • • • Colonial style:: No Colonial • • • • • • • Second muntin • location: 0 • • • • • • • • X Section: DP +: 70.00 •••••• • • X Section: FPA #: FL245 • • • • • • • O Section: DP -: 0 •••• . ..» Certification#:: 12-1218.09 • • • • • Label: U- Factor: 1.06 • • • • • • • • • • • • Label: VT: 0.39 • • Energy Star: Does Not Qualify • • • • • • • Label: SHGC: 0.44 • I COG: VT (use for Turtle Code): 0.59 • • • • • • • • • i' Energy Star: Does Not Qualify • Anchorage Type:: 1/4" ELM Tapcons •••• • • • ••• • • •. • • • R • • • • • 1 r Sell Price Ext Price i 29.1 CA740 WINGUARD CA SERIES 740 I Ordered: 1 Location: front bedroom right side $583.94 $583.94 Configuration: 36.750X50.500 W /GRY GG5 /1 X LE F C7 Size:: 36.750W x 50.500H Size Type:: 117 Configuration (OSLO:: X # Frame Color:: White Outboard Glass Color:: Gray ' Send Unit: Complete Unit Glass Type:: 5/16" Lami (1/8 Ann - .090 PVB -1/8 Ann) Interlayer Color:: Gear Inboard Glass Color:: Clear Hinge:: Left Hinge Hinge Type:: Egress i Handle Type:: Folding Handle Colonial style:: No Colonial First muntin location: 0 Qrannnrl m•ntin Inrolinn• 11 Groan "Astute. 1Rvld rhor•nol httpJ /www.exoquote.com/exoquote /Reporting/( S( pr3sbbl5zo301k5yyaalmt ly))/ExoRepo ewer. aspep= dABvAGQAZAAsADEAMgAzADUAMAAxADIALAAyAD ... 9/10 429/2014 wwwemquote.comlexoquote/ Reporting /(S(pr3sbb15zo301k5y)aaloA ))/FoRepo evver.asp a dABAGOAZ14PsADEAMgAzADUAM AAw4DIALAAyAD... %JO V11V Mal 0R•OUV1I. V X Section: DP +: 70.00 X Section: FPA #: FL245 0 Section: DP -: 0 Certification#:: 12- 1218.09 Label: SHGC: 0.44 COG: VT (use for Turtle Code): 0.59 Which NOA: 12-1218.09 X Config (exp. 4/11/18) Substrate: Concrete VVI 0011 typo•• IVA 1 T V1101 V1.101 X Section: DP -: 89.20 O Section: DP +: 0 O Section FPA #: " Label: U- Factor: 1.06 Label: VT: 0.39 Energy Star: Does Not Qualify Anchorage Type:: 1/4" NCO Tapcons Total Products Ordered CA740: 21 FD101H: 1 HR710A: 1 MULL: 8 PW701 H: 3 TOTAL SALE AMT: TOTAL CUSTOMER TAX: NET SALE AMOUNT: $22,952.23 $1,606.66 $24,558.89 Customer Signature: Date: *Note: Refer to Window Professionals Master Contract for Terms and Conditions. All lines must be initialed. •••• • • • •••• • .. • • ••• • • • • • •• • • • • •••• • • . •••• • . •. • • • • • •• •• • •• • • • • ▪ .. •• • • • • • • •••• • • • Sales 767185 Order # Print Date 4/29/2014 Page 1 of 1 httpl/www:exoquote.com/emquote/ Reporting/( S( pr3sbb15zo301k5yyaakvNv ))/ExoRepo ewer. aspap= dABuAGQAZAAsADEAMgAzADUAMAMADIALAAyA ... 10/10 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 (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. 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., 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 ", unlenedictIvise noted herein. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S \V 26 Street, Room 208 T (786) 315 -2590 F (786) 315 -2599 www,rnismidade,aoeteconomt: • • •••• • .• REVISION of this NOA shall be considered after a renewal application has been didAid these :lis teen no change in the applicable building code negatively affecting the performance of thig,dgct. • TERMINATION of this NOA will occur after the expiration date or if there has bNF:pa rg�visionj g{ ik nge in the materials, use, and/or manufacture of the product or process. Misuse of this NM' as an endorsement of any product, for sales, advertising or any other purposes shall automatically termlitiftlbis Nc3A. F?4lure to comply with any section of this NOA shall be cause for termination and removal oi'W A. • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dads; C8u$ty, FI,pri& and followed by the expiration date may be displayed in advertising literature. If any :portion of 11 'I A 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 manufact'lr &f 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. • • • • • • NC(A No. 13- 0502.03 Expiration Date: February 19, 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., Test 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 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) • • C. CALCULATIONS • • 1. Anchor verification calculations and structural analysis, compiiyirpg avith -010, prepared by manufacture, dated 04/29/13, signed and sealed Of Anthony L? Miller, • • P. E. •.••• • • • 2. Glazing • complies with ASTM E1300 -09 • • D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RJR). E -1 • • • • • •• • • • • • • • •••• • • Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 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. 11-0624.02 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 II 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 Industricsfet( heir lgrjgl; PW-• • 701 Aluminum Fixed Window – L.M.I." approved on won and •expiring on .. . 02/19/14. • • E -2 • • .. • .... • ... • •• • • • • • • • •. .. • •••• • . • •••• Jaime D. Gaseon; t' T. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 • • ••• •• •• • • • • • • • • • • • • • • • ••• • • • • • ••• - • • • • ••• •• •• • • • • • • • • • • • • • • • • • ••• GENERAL NOTES: SERIES 720/820 IMPACT- RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD UTE (CAP) MUST TEMPERED. 3) FOR MASONRY APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, A8TM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KM PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN 1 -112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 27( ARE 1 -1/W THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION 1S THE RESPONSIBIUTY OF THE ENGINEER, (EOM 011 ARCHITECT OF RECORD. (AOR). 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTAUATION ANCHORS SHOULD BE SEALED. OVERALL SEALWOIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) MAX 1/4" 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, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DE81 ON PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PERASTM 81300 -09. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTUR U CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 51300-09. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33113%n STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 0) REFERENCES: TEST REPORTS FTL -3835, 3850 & 721% EL.CO ULTRACON NOM; ELCO CRETEFLEX NOM; ANSVAF&PA NDS FOR WOOD CONSTRUCTION - (2008) AND ADM ALUMINUM DESIGN MANUAL - (2005). 10) THE 720 SERIES USES A PVB I NTERIAYER, THE 820 SERIES USES AN 80 INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. A SHEET L 12• MAX. 0.C. 48' TIP- TO-TIP WIDTH 47" BUCK WIDTH 441/4' VISIBLE LIGHT WIDTH SHE -4-- 8' MAX. or BUCK K HEIGHT 92- /4" VISIBLE 12" MAX. LIGHT 0.C. HEIGHT C SHEET7 -+-- 4W BUCK WIDTH -�^ 481/4" VISIBLE r_ UGHT WIDTH 0.SHEET1 • • • • • • • • • • •• • •• • • ,; :7, ;,1. 7 •77 1 • VAPACT RATING • SESSHEET.4A • 7118' Led (3118' An -.090' PVB -3f18" HS) TELPFOR LARGE & SMALL SSL � �„ ' CT RESISTANCE ••• •• • • • rx • • • • • • '• • • • • • • ••9 • • • SHEET 7 MAX SHEETS 98" I TIP TO 111" HEIGHT -• 12" MAX. O.C. TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES- »........- .....m.1 ELEVATIONS ».....- ..- ............ --- 1 GLAZING DETAILS...._ 2-5 DESIGN PRESSURES 2-5 INSTAUATION, FLANGE............. 8 INSTALLATION, EQUAL-LEG— 7 INSTALLATION, INT. FIN A....... -..8 INSTALLATION, INT. RN B.-- -0 CORNER ASSEMBLY 10 EXTRUSION PROFILES---10 PARTS UST - __.- .._.10 • • ••• ••• 4W BUCK WIDTH • 5, SHEET 8 0, SHEET 9 BUCK HEIGHT 93- /4" VISIBLE UGHT HEIGHT MAX SHEET 7 )-+ - 12" MAX.O.C. 2" TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) `.— 8" MAX. O.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DEBt0N PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO SE 8" MAX FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1. THIS SHEET. ti DesodpIton Shed 0 1 7118' Led (3118' An -.090' PVB -3f18" HS) 2 2 7118"Lsn0 (9118 HS - .090' PVB - 3/18" HS) - 2 3 1-1/16' Lot (3118"T- 7118 " All - 3I18"An•.090' PVB - 3!18'MI) 3 4 1- 1N8' Lent KG( 3I19' T- 7H8 " Aft - 3/1WHS- .09D' PVB -3f18'HS) 3 8 7/ 18' Lard (3118"An- .tg8'SG- stir Ail 4 8 T/18" 1.8101 (3/16" HS -.090' 80.3/16' HS) 4 7 1.1 /18•Land. to(3f18"T- vie AB- 3f18'An -.890" SG•3I18•An) 5 8 1- 1118" Lent 10 pm T- 7 /18' Alt - Mir HS -.090' SO.31/8' HS) 8 `G. = ' DUPONT® SENTRYOLAB INTERLAYER' BY EL DUPONT DENEMOURS & CO.. INC. co 0100 p0 amoN K '^08 '0N waa 0 O DIE B04S ,011111 11/1 - ,��CENSF ' * ; Ho. 587115 k ',7P /ONAL, s\ ',7P/ON A. LYNN MILLER P.E. P.E.458705 PRODUCT RENBWEO as complying wI92dteRinitiI WildfrigA N0 92.7 P.._. �.-. • • •• •• 0 • • • • • • • • ••• • • • • ••0 • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • • • • - -- • • • •• • • •• • 7118• m• • • • • • • • • • • • • ••• GLASS • • �• �� WAR IQ'I�LAYER • • • • 3116' HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY 11 -718' O.C. MAX NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP- TO-TIP DIMENSION TO DETERMINE THE sum DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE MOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. �- V Window Design Pressure ( +1., psf) for Glass Type 1 Long Side (in 87.718 72 76 80 64 88 92 98 108 104 109112 u A48 30 +150 +1.80 480 480 +180 450 +1.80 +/-80 +1.80 4-80 +1.80 32 450 450 450 480 +180 +1.80 +1.80 +1.80 +180 *4 -80 +1.60 34 +1.80 +180 4.80 480 +150 480 +1.80 +180 +180 +1 -79.8 +1.79.4 38 .480 480 +150 4-80 450 480 +1 -79.7 +1 -772 475.1 +173.4 4 -72.2 38 +180 4.80 +1-80 +l-80 +180 +1.78.1 4.75.2 4 -726 470.3 488.5 +158.3 40 +180 ..150 4.80 4 -79.8 +1 -77.2 +1 -74.3 +1 -71.3 +157.9 455.1 +153.4 +151.8 42 480 4.80 480 4 -71.4 +674.3 471.3 +1.88.2 404.7 441.8 459.8 +158.2 44_ 4.80 450 4- 78.9 4 -75.4 *1.72.1 +158.9 + 55.6 +1522 +/587 +157.5 46 +150 450 4 -77.2 4-73.6 4 -781 +1-688 +1.63.5 4.00.3 +157.7 48 +1.80 +/ -79.3 +1 -75.8 */- 71.9 4583 4549 +151.5 +158.2 50 +1.80 +1. 77.5 +144.1 4- 70.3 4587 +153.1 +159.7 52 +1.79.1 +1-75.0 4 -724 +148.8 +155.1 +151.5 54 +1 -77.4 4.73.8 470.5 +1.7.3 +603.5 58 +1.788 4 -72 +688.8 +140.3 58 +1.742 4.70.3 4.888 60 4.727 +1-687 +1-65 82 +1.71.2 *1.67.1 84 449.7 446.6 66 448.3 67.718 +157 • ••• • • • • - -- • • • •• • • •• • 7118• m• • • • • • • • • • • • • ••• GLASS • • �• �� WAR IQ'I�LAYER • • • • 3116' HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY 11 -718' O.C. MAX NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP- TO-TIP DIMENSION TO DETERMINE THE sum DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE MOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. �- V Window Design Pressure (+1, psf) for Glass Type 3 Lang Side 9n 87 -7/8 72 78 80 84 88 92 96 110 104 109.112 es i w 1 30 4.80 450 480 +150 +1-80 450 480 4.80 450 +1-80 450 32 480 +140 4.80 4-80 480 4.80 +1 4.80 +480 480 480 34 4.80 4.80 +150 +1-80 +1.80 +1-80 480 +1.80 +140 +1-80 480 38 +680 +1430 +1.80 4480 +680 +180 4.80 4.80 +150 +1-80 480 38 450 +450 +1.80 450 +180 4.80 +1.80 +680 479.4 +1.76.4 +674.3 40 450 *180 *680 4-80 *150 450 +140 +1787 473.5 +1.70.9 + 1-69 42 +1.80 450 +1.80 +1.80 480 +180 4.77 +1.731 *1•9.0 4589 +155.2 44 +1.80 +180 +180 +180 680 4.77.8 +1 -74.1 4.70.3 487.5 +1.83.9 48 +140 480 480 4.80 479.2 +675.4 471.7 +1.68.1 +185.1 48 +1410 450 +150 480 +1 -77.2 *1433 +/59.5 4.85.8 50 4-80 +150 +180 .479.4 +675.3 +1 -71.3 4.87.6 52 +1.80 *180 +140 +177.7 +1- 73.5 4585 54 +1430 480 4.79.8 +1 -78 +1 -71.8 58 480 450 +1 -77.5 4.73.8 58 480 +1 -79.4 */ -75.4 60 +1.80 4.77.8 +1-735 82 4.80 4.75.8 64 4 -788 +/ -74 68 4.77.2 87.718 4.74.9 GLASS TYPE 1 1 -1118• NOM. GLASS STACK 3/18' TEMPERED GLASS 7118' AIR SPACE ••• •• • • •• • • • • Ive LONG SIDE SHORT SHORT SIDE 0. �-+- LONG SIDE -•-j TABLE DIMENS ON8 MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7118• LAMINATED GLASS STACK 3/18• HEAT STRENGTHENED GLASS 3/18' ANNEALED GLASS 090" PVB INTERLAYER USED AT CURVED FRAME MEMBERS ONLY c; 11 -7/8• O.C. MAX 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP- TO-TIP DIMENSION TO DET THE BUCK DIMENSION. 2) FOR SIZES 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 COMPLETELY FR WITHIN. 618• GLASS SITE GLASS TYPE 3 LONG SIDE 1 SHORT SIDE Miami Dade Roduet Centro rn N Z w Veep d 7 8/,d 0 LL 0 fV MI6 3 No. 58705 LA STA • F •• CC/: �'��•'• .FCORIOP••�G��N A LYNN MILER, P.E. . P.E.4887O5 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • •• • • • •• • IAi0.0 •: • • • Window Design Pressure (+R, psf) for &lass Types 2 & 4 • • • • • • • • • • • • • . . . . • • Long Slda9n) • • ••• ••• ••• • 67.718 72 70 80 84 88 92. 98 100 104 109.92 112 118 120 124 128 132 138 140 144 a 0 1 � 30 480 +140 440 +140 +1410 '1.80 480 41410 480 +/-80 480 +40 +480 + /-80 4140 + /.80 480. 4.80 480 +140 32 +140 +1.80 440 +480 + /-80 +1.80 +140 +1-80 +140 +140 +140 + /-80 480 +1.80 +1.80 440 +1.80 440 +480 34 + /.80 440 4.80 4140 +40 4.80 440 +480 440 440 440 4.80 4/40 440 QI) . .+480 • 411) • • • • ■ 38 + / -60 4.80 + /.80 +140 +140 +/ -80 4.80 440 440 440 +1.80 4.80 +140 440 • + /40 • 4N/48 n • • • • 4/.80 +140 440 +140 +140 4.80 +/-80 440 +1.80 +140 41-80 440 +-80 4.80 • • • • • p • • It • • 11 • • • • • • • • 40 4140 440 + /40 440 +140 4/40 4/40 +140 + /40 +1-80 +140 440 • • • • 42 4140 480 4.80 440 41-80 41-80 +140 4/-80 4-80 4440 +/40 • • •• • • • • • • • ••• •• • 44 +/-80 440 +440 4.80 4/.80 +1-80 +140 480 +1-80 +1.80 48 +/40 41.80 4/-80 +80 +/-80 4-80 +/-80 +/40 +1-80 48 +-80 440 440 +40 +1.80 +489 4-80 440 50 +/40 + /-80 +40 480 41.60 480 +40 52 4-80 4740 440 440 +1.80 4 -79.1 54 480 4/-80 4480 440 +178.8 56 + /-80 440 +140 479.1 58 41.80 440 480 00 4140 +140 479.3 82 440 480 84 440 +1-80 88 +480 87.718 480 NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT • FROM THE TIP- TO-TI' DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UNTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/117' LAMINATED GLASS STACK - 090' PVB INTERLAYER 3H8' HEAT STRENGTHENED GLASS 3/18' HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 114/6' O.C. MAX. 1 -1116' NOM. GLASS STACK 3/18' TEMPERED GLASS 7/18• AIR SPACE USED AT CURVED 88' FRAME MEMBERS ONLY GLASS BITE 11 -716' O.C. MAX. GLASS TYPE 2 7118' LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS 3118' HEAT STRENGTHENED GLASS .000' PVB INTERLAYER 818' GLASS BITE GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. SHORT SIDE f.- LONG SIDE --� J LONG SIDE 1 SHORT SIDE NL h 0 a Aa PENS O *IvF(.NNH41 /,, z. * • No. 5:08687057;51; * S � ///‘19291'./16„ NA1- i1tN1. YNSkLER, P.E. P • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • • • • • • •• • • •• • 7f18' • • • • • • • • GLASS • .• • • • • • • • > .OS G4iNTtt (ER • •-• • 3118' ANNEALED GLASS 3/18' ANNEALED CLASS 0 0 USED AT CURVED �-- FRAME MEMBERS ONLY 0 II 11 -7/8' O.G. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE T3'- TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE 94 THE TABLE ABOVE WNW THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLES ONLY TO FLANGE AND EQUAL -LEO WINDOWS. 00 NOT USE WITH FIN-FRAMED WINDOWS. Window Design Pressure ( +1-, psf)forGlass Type 5 La9g Side (in 07 -718 67 -7/8 72 78 9 84 e8 92 98 100 104 109 412 e• r� Y N 30 +90/.125.4 +901.120 490/ -115.5 +90/111.5 +901 -109.5 +93/408 +90/ -1045 +90/103.5 +9(7 -102.5 +90/ -100.7 +990.97.9 32 +90/.1189 +991 -110.8 +90/405.3 +90/.101.8 +901-987 +901.95.7 +90/312.3 +901.90.8 +88.90.3 +149.9 + /39 34 +90/408.9 +901.103 +90/.988 +90.95.1 +90/ -91.8 44.68.2 +/ -84.4 4/41.5 4/40.1 +/ -79.8 +1 -70.4 38 +9.102.8 +917.97.1 +9 -928 +/48.9 + /ffi.5 +/.826 +1.79.7 +/ -772 44-76.1 +/73.4 +/.72.2 38 +88 -99.4 +90!312.2 +1-88.7 +/83.2 480.7 +/-78.1 +/ -75.2 +1 -725 +/40.3 +1-68.5 +/ .3 40 +90/ -94.8 +/88.2 4/-828 44-79.8 +/ -772 +1 -74.3 +/ -71.3 4/47.9 N85.1 +143.4 +/41.8 42 +901.91.3 +144.7 +140.7 44-77.4 +/ -74.3 +/ -71.3 + /-88.2 +4847 +181.6 4/ -59.8 4/48.2 44 +/88.3 +4-62.4 44. 70.9 +1 -75.4 4/721 +1.88.9 +/ -65.6 +1.822 4.59.7 4161.5 48 48 4/854 44.80.8 4.77.2 +1.73.6 4 -70.1 4/66.8 44-83.6 4/80.3 4.57.1 , 48 48 4827 +/79.3 +1.75.6 4.71.9 4168.3 4849 +/41.5 +/682 50 50 +180.9 +1 -77.5 +/ -74.1 +/ -70.3 +146.7 443.1 +149.7 52 52 +/ -781 44.75.6 +1.724 4488 49.1 +/41.5 54 54 41.77.4 +1.73.8 4.70.5 +1.67.3 443.5 50 58 +/758 +/ -72 + 48.8 4445.3 58 58 4/.742 +1 -70.3 4448.8 69 00 +/.727 448.1 4/45 02 62 +1.712 447.1 04 84 4149.7 +145.5 688 '88 +1.683 077/8 87 -7/8 +147 • ••• • • • • • • • •• • • •• • 7f18' • • • • • • • • GLASS • .• • • • • • • • > .OS G4iNTtt (ER • •-• • 3118' ANNEALED GLASS 3/18' ANNEALED CLASS 0 0 USED AT CURVED �-- FRAME MEMBERS ONLY 0 II 11 -7/8' O.G. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE T3'- TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE 94 THE TABLE ABOVE WNW THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLES ONLY TO FLANGE AND EQUAL -LEO WINDOWS. 00 NOT USE WITH FIN-FRAMED WINDOWS. EXTERIOR • • • •• • • • • ▪ �+ h • • to • Bi8' • • GLASS arm • • GLASS TYPE 5 14/18' NOM. CRASS STACK 3116' TEMPERED GLASS 7 /18' AIR SPACE ••• •• • • •• • • • • • •••• •I...•..• LONG SIDE R SHORT SIDE 1 SHORT SIDE I-4 --- LONG SIDE --►1 TABLE OMENS OM MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7116' LAMINATED GLASS STACK 3118' ANNEALED GLASS 3116' ANNEALED GLASS .080" SO INTERLAYER USED AT CURVED FRAME MEMBERS ONLY 1. 11 -7/8' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT. • FROM THE TIP -T0-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVNI.ABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE 114 THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLES ONLY TO FLANGE AND EQUAL -LEO WINDOWS. DO NOT USE WITH FN- FRAMED WINDOWS. 04' GLASS BITE EXTERIOR SHORT 8109 SHORT SIDE LONG SIDE 1 M a SL 8N 43 wawa ome 0 0 '8 tj W.45 .4 •aBBO 6,911.35 ∎•x,,0 ( 0 LYNN 4 /jz ",�, No. 58705 ; ;. Q '• STAT£ F •' /t/�� is •",, ONAt. '�. �E A. LYNN MILLER P.E. 7.E998705 Window Design Pressure (+P, psf) forClass Type 7 Long Side (In) 07 -718 72 78 80 84 88 92 08 100 104 109412 v E 30 +901 -130 +90/-130 +917 -130 +90/428 +901 -172.8 +901 -119.8 +9014181 +901.117 4917 -115.8 490/ -112.7 499 -19.9 32 +901.130 +901-1251 +901 -118.9 4917.114.8 +9011115 +90 -108.1 +90/404.3 +917.1024 4917 -102 +90/401.4 +9049.7 34 +901.123.1 +917 -118.4 +90/-111.7 4901 -107.5 +90/403.8 +90149.7 +901 -95.3 +91 -92.1 +90190.5 +/.90 +149.8 38 +901418 +90.19.8 490%104.8 +9 -100.5 +901-98.8 +901 -93.3 + / -90 41-813 4144.9 +/-82.3 +1-81.2 38 +90/411.2 +9(7•104.2 +901-97.9 +90/94 +90/91.1 +/-822 4.84.9 4/41.9 +1 -79.4 +178.4 +/ -74.3 40 +90/-106.9 +90199.6 +90193.4 +901 -90.1 4147.2 +1.84 4/40.5 +/-767 4173.5 +1 -70.9 +149 42 +9W-103.2 49W95.7 +91412 +187.4 4/44 0446 44-77 +1-73.1 +19.8 +140.9 4852 44 +90149.7 +91793.1 449.1 +/.852 4141.4 +1- 77.8 474.1 4/-702 +/87.5 4143.9 48 +901.98.5 +9991.3 +147.2 44432 4/792 +/.754 +1-71.7 +1481 +/85.1 , 48 +901.93.5 449.8 4/4E4 4/41.2 +/.772 +1 -73.3 4194 +1458 50 +9091.4 447.8 +143.7 4/79.4 +/ -75.3 +1 -71.3 +/47.5 52 +1804 +/45.5 4441.8 +1.77.7 4.73.6 +1685 54 447.5 ./93.4 4.79.8 4 -76 4171.8 50 +1458 0/41.4 +1- 77.5 44.73.8 58 +1.83.8 +179.4 4/ -75.4 69 +/421 +/ -77.e +/ -735 02 +/.804 +1 -75.8 04 41.788 +/ -74 688 4/47.2 077/8 4749 EXTERIOR • • • •• • • • • ▪ �+ h • • to • Bi8' • • GLASS arm • • GLASS TYPE 5 14/18' NOM. CRASS STACK 3116' TEMPERED GLASS 7 /18' AIR SPACE ••• •• • • •• • • • • • •••• •I...•..• LONG SIDE R SHORT SIDE 1 SHORT SIDE I-4 --- LONG SIDE --►1 TABLE OMENS OM MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7116' LAMINATED GLASS STACK 3118' ANNEALED GLASS 3116' ANNEALED GLASS .080" SO INTERLAYER USED AT CURVED FRAME MEMBERS ONLY 1. 11 -7/8' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT. • FROM THE TIP -T0-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVNI.ABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE 114 THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLES ONLY TO FLANGE AND EQUAL -LEO WINDOWS. DO NOT USE WITH FN- FRAMED WINDOWS. 04' GLASS BITE EXTERIOR SHORT 8109 SHORT SIDE LONG SIDE 1 M a SL 8N 43 wawa ome 0 0 '8 tj W.45 .4 •aBBO 6,911.35 ∎•x,,0 ( 0 LYNN 4 /jz ",�, No. 58705 ; ;. Q '• STAT£ F •' /t/�� is •",, ONAt. '�. �E A. LYNN MILLER P.E. 7.E998705 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • ••• • • • • TABLE7: • • • •• • • •• • • •-- • • •• • • • • • Window Design Pressure (+I-, psf) for Glass Types 8 & 8 • • • • • • • • • • • • • • • • • Long �d ` • • � • �� ` 87.718 72 78 80 84 88 92 98 100 104 109 -)112 112 118 120 124 128 13 - 138 140 144 € -8 03 i 30 +918-130 +101 -130 +901 -130 *907 -136 .901-130 .907-130 +801.130 +90 -130 +101.130 +901.130 +901.130 +901 -130 +90/-130 +901.130 +907 -130 +901.130 *901 -130 +901 - 30 +801-130 +7.130 32 +901.130 *901 -130 +901 -130 +901 -130 +90%130 +90/-130 +901430 +90/ -130 +901 -130 +107.130 +901 -130 +901 -130 +901 -130 +901.130 +901 -130 *90/430 +90/ -130 .90/-130 +90/-130 34 +99/430 +90/.130 +90/.130 +90.130 +90/-130 +90/.130 +918-130 +90/.130 +991430 +901430 +991-130 +991.130 +901-130 .901-130 -,q-1.30 • +9E430 • +901142 es- - • 38 +901 -130 +901.130 +91 -130 +901 -130 +90/ -130 +901.130 +91.130 +90/ -130 +90/.130 +00/430 +91 -130 +90/.130 +90/430 .90/430 O0-1-30 . +13W-13B . . .. • • 38 +91.130 +91.130 +90/430 +90/430 +901 -130 +91 -130 +90/ -130 +901 -130 +907430 +90/.130 +991-130 +907.130 +901 -129.2 +90/ -127 -3 • • • • 40 +91 -130 +91.130 +901.130 +907.130 +91.130 +91 •130 +081•130 +901.130 +901430 +101.128.8 e93/-123.2 +991.132 • • • • 42 . +90/ -130 *901 -130 .90/-130 +91 -130 .901-130 +90/ -130 +91 -130 +901129.3 +98193.2 +901419.7 +90/410.4 • • • • • •• 1- 44 : +!01.130 +901.130 +90/ -130 +901.130 +91 -1301 +90/ -130 +91.130 +90/-124.5 +91 -119.4 +ow -115 - 46 +901.130 +901 -130 +90/ -130 *0/ -130 +907 -130 * 30 +90/-128.9 +90/- 120.5 +91.115.3 48 +901.130 +901-130 +991 -130 +908 -130 +09-130 +91 -129.7 +901-123 .901-116.5 50 +91.130 +90/-130 +09-130 +91 -130 +91 -130 +09428.2 +89.41-119.6 52 +90/430 +90/ -130 +930 1.1 +91 .130 91.1 +930 +890/ -123 54 +91430 +901 -130 +91•130 *907.130 +88.8/ -127.1 58. +91 -130 .59-130 +901 -130 +894/ -129 58 +10/.130 +90/ -130 +90/130 50 +90/-130 +901.130 +89.8/.129.3 82 +967 -130 +91 -130 84 +901.130 +901-130 86 +91 -130 67.7/9 +09.130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT ?FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND . THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN-FRAMED WINDOWS. 1 -1/18' NOM. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. J 7118' LAMINATED GLASS STACK 3/10' HEAT STRENGTHENED MASS O I- GLASS GLASS STACK . 080' 80 NTERLAYER 3118• TEMPERED GLASS 3 718' HEAT STRENGTHENED GLASS 7116' AIR SPACE i ' 7/18' LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS �"-- -�- 3/18' HEAT STRENOirHENEO GLASS SG NTERAYER SHO RT LONG SIDE -► LONG SIDE . O 0 1•j•'I i�i, SIDE SHORT ��.090' SIDE USED CURVED FRAME MEM�E RSONLY MAX i USED R ONLY Q OA3881TE 11 -7/8O.C. MAX. � I,.. GA888719 ° 1-..-- LONG SIDE --j J SIDE 1 i `-t4 :14---1,4" T- EXTERIOR a 0 0 © ® 0 SHORT GLASS TYPE 8 GLASS TYPE 8 I Y SHORT f.•__ SIDE DUCT ammo sornitiko wIlb the Molds =MI fER m 97 / d 2 SerieS ``,10 y .444(A„"/,' 11lYNAl �q� i y10ENSF Q �: * No. 58705 • A. LYNN M U.LER, P.E. P.E @ 88709 • • •• • • • • • • • • • ••• • • • • • • • • • ••• • • • ••• • • • • • ••• •• •• • • • • • • • • • • • • • • • • ••• INSTALLATION TYPE A EDGE DISTANCE 2X WOOD BUCKSTRIP /— OR FRAMING, SEE NOTE 2. THIS SHEET [1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY (A 11 -7/8' O.C. MAX. WINDOW BUCK HEIGHT T{P- TO.TIP WINDOW HEIGHT VISMLE LIGHT HEIGHT WINDOW BUCK HEIGHT - 2-3t4' EDGE DISTANCE INSTALLATION TYPE C EMBEDMENT 1 114• MAX SHIM • ••• • • • • • • • • • INISTAL.L�4T18! • • • •• • • • • • • • • • B • ••• • • • • • • • .. • • • 1XTWi. ••• :;• SEE NOTE 2, THIS SHEET • • EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRRV., SEE TABLE 8, THIS SHEET • •••••• • • • __ • • • • • • fil• • EDGE DISTANCE EXTERIOR CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4' MAX SHIM �-+— 012 STEEL SELF- DRO.UNG SMS (Ob). SEE TABLE THIS SHEET INSTALLATION METHOD D INSTAUATION ANCHOR UNDERNEATH THE BEADING 1/4• MAX SHIM '9( l:9(Rl1 !III} —: EXTERIOR MIAMI -DADE APPROVED MUUJON (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B,THIS SHEET I I} 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT INSTALLATION } S EDGE DISTANCE TYPE B VERTICAL SECTION B-B CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. THIS SHEET VISIBLE LIGHT WIDTH 4. WINDOW BUCK WIDTH - 2414• WIDOW BUCK WIDTH — TIP TO-TIP WINDOW WIDTH HORIZONTAL SECTION A-A r CONCRETE/CMU PER ANCHOR REQUIREMENT -- Anchor Substrate MM. Edge Distance Min. Embedment Max O.C. SPaclr 012 or 614 410 8S Screw P.T. Southern Pine (80=0.88) 8116' 14/8" ---f3' Aluminum, 8083.75 min. 318' 0.063' • 12' A.78 Steel 318' 0.983' • 12' Steel Mai, Gr. 33 min. 312 0.142 (18 0a) • 12' 612 or 614 Steel Screw (08) P.T. Southern Pine (80=0.88) 9196' 1.318` 12' Aluminum, 6083.78 min. 318• 0.083' • 12' A36 steel 3(8' 0.083' • 12. Steel Stud. Or. 33 min. 312 0.048' (18 GM • 12' 1!4.41088 CrelBFlax Un rooted CMU, (ASTM 090) 2 -112' 1 -1/4• 12' Concrete (min. 3.35 list) 1' 1314' 12' U4' Steel UllmannConcrete - Concrete (nix 2.851ca1) 1' 1410 12' (min. 2.85 ke8 2 -U2' 1318' 12' Ungrouted CMU, (ASTM C-90 2 -112 1 -114' 12' Grouted CMU, (ASTM 040) 2 -112' 1.3/4• 12' ffi18" Steel tntraoon Concrete min. 3.8 keb) 1 -114• 13/4' 12' Grouted CMU, (ASTM 040) 2 -112 13/4' 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD SUCKS Dbrlw1TED ON THIS SHEET AS '1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 14/2.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "WARE 1- 12*THbCK OR GREATER. INSTALLATION 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 EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. 8 timarci 0 roN 0 O 63 ■1111. '0680 80//e8 `wwli• 1//// VYNN av� /iii \��•t'i`: JCEN$$•••.tc'p * : No. 58705 • '7 )113 ;fig �• � • . STA EF ' / //ssIONA . `` ' '• A. LYNN MILLER, P.E. 9.9.9 88708 •• •• • • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • ••• INSTALLATION TYPE E EDGE DISTANCE 2X WOOD BUCKSTRIP •-- OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT --[_1/4' MAX SHhM. 1 EDGE DISTANCE TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11 -718' O.C. MAX WINDOW BUCK HEIGHT VIS B.E LIGHT HEIGHT = WINDOW BUCK HEIGHT 2-314' INSTALLATION TYPE 13 EMBEDMENT 1/4' MAX SHIM • ••• • • • • • • •• . • • iYPEF • • • ••• • • • • • • • • 1X WOODSRKSIRIF(1 SEE NOTE 2. THIS SHEET • ••• EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. THIS SHE • ••••• • •• • •• • a• I _M1in► ! '° Cui,..,:s.:,u,..,\ a,,,\\\ \\: \ \ \i;■ EXTERIOR CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4' MAX SHIM r- lump/ 912 STEEL SELF - DRILLING SMS (05). SEE THIS TABLE Tests SHEET T INSTALLATION TYPE H 1 1/4' MAX SHIM VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH MIAMI -DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,T11IS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT INSTALLATION TYPE F EDGE DISTANCE VERTICAL SECTION D-D CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET HORIZONTAL SECTION C -C CONCRETE/CMU PER ANCHOR REQUIREMENT -- -� _- Anoka Substrate Mkt. Edge Distance Mn. Embedment Max O.C. BpesNg 012 or 614 410 SS screw P.T. Southern lino ($91=0.55) 9118' 1318' 12' Aluminum, 8083.78 min. 3/8' 0.083' • 12 A38 Steel 3/8' 0.053' • 12' Steel Stud, Gr. 33 min. 3/8' 0.045' (1805) • 12 P.T. Southern Pine (80=0.55) 9/18' 13/8' 12' Aluminum, 8083-T5 min. 318' 0.083' • 12' 612 or 614 Steel Sorew (( A38 Steel 312 0.083• • 12 Steel Stud, Gr. 33 min. 3/8' 0.045' (18 Ge) • 12' 1/4' 410 BS Cretaflex Ungrouted CMU, (ASTM C-90) 2.112' 1 -114• 12' Conotete (mkt. 3.35 kel) r 13/4' 12 114' Steal t lreoon C narete (min. 2.85 keg 1' 1-3/4' 12' Concrete (mkt. 2.85 keg 2 -1/2' 13/8' 12' Ungmuted CMU, (ABTM C-90) 2 -112 1 -1/4' 12' Grouted CMU, (ASTM C-90) 2 -1 1.3/4' 12 6118' Sleet Ullman (9N. 3.5 hi) 1 -114' 1-3/4' 12' Grouted CMU. (ASTM C:90) Grouted 2 -1/2 1-314' 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "IX'. ARE BUCKS WHOSE TOTAL THICKNESS 18 LESS THAN 1- 1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "23C* ARE 1 -U2 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTTERS 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 NOAAPPLUES TO WHOLE SYSTEM. O 0 N O g5� z� ti 75 UU_ XN Z oa0 • - •x s-Z D:z M v Y 0 um41 114 2 •out 01/0 0 O n saves .0` tyNtv * No. 56705 • *' -0.C.c 7 I X/c /// 111i l t t No A. LYNN MILLER P.E. P.E.658705 •• •• • • • • • • • • • ••• • • • • •. • • • • • • ••• • • • • • • • • ••• •. •• • • • • • • • • • • • • • • ••. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE --.- EMBEDMENT DISTANCE PER SUBSTRATE. SEE TABLE 10. THIS SHEET INSTALLATION TYPE I 2X WOOD BUCKSTRIP /-- OR FRAMING, SEE NOTE 2, THIS SHEET EXTERIOR WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT - 2-314° EP IL'I rte:. 0 0 C_ EDGE EDGE DISTANCE DISTANCE USED AT CURVED FRAME MEMBERS ONLY (fg 11 -7/1E O.C. MAX. 0 0 114' MAX SHIM EMBEDMENT 1/4• MAX. SHIM --1 INSTALLATION TYPE L 910 STEEL SELF - DRILLING SMS (08), SEE TABLE 10, THIS SHEET INSTALLATION TYPE J 1/4' MAX SHIM 111 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET o o O • • .. • • • • • . •• •• • • •• • • • • • • • i N , IALtATIQN • i. • • • • • • • TYPE K • • • • ••• • • ••• • •• EDGE DISTANCE • -' •l • •NOTES TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,* SEE TABLE 10, THIS SHEET CKS P • • 0 2X WOOD BUCK/311 IP OR FRAMING, SEE NOTE 2, THIS SHEET u1/4' MAX SHIM INSTALLATION TYPE J ,» 1 — EMBEDMENT MIAMI -DADE APPROVED MULLION (SEE SEPERATE NIA). ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 10.THIS SHEET EDGE DISTANCE \\\ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-314' WINDOW BUCK WIDTH • 411 It 1 hi 0 HORIZONTAL SECTION E -E EMBEDMENT EXTERIOR Anchor Subsdate Min. Edge Distance Max. O.C. Spacing 2 -1/2' x .113° Box Nab P.T. Southern Pine (S0=0.65) 8115' 5' 2.1/2' x .13? Common Nan P.T. Southern Pine (SO =0.65) 318• 8' 2.112' x .148' Roots# Nan P.T. Southern Pine (80=0.88) 318' 6' 910 x 1• Sleet Strew P.T. Southern Pine (500.85) U2° 6• 0.093' Aluminum 8063 -TS min. 8118" 6' 1 /18' A36 Steci 6115' 6' 0.046' (18 Gal Stets Stud, Gr. 33 MG" 6° • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX', ARE BUCKS WHOSE TOTAL THICKNESS BLESS THAN 1 -112'. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLO) CONCRETE. WOOD BUCKS DEPICTED AS 'EX" ARE 1.112' THICK OR GREATER. INSTALLATION 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. ff APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLES TO WHOLE SYSTEM. PRODUCT RENEWED as complying with the Merida Building Cad' Amptanca No z Z z LL 0 LL O CO POW s VSaa MVOS , ;(0 1 `\, 4YNN r. \�` '�Z . OENSF • •F•Q iii * : No.58705 . ;.1 ., sT TA E 1' •'_' f � A. LYNN MILLER, P.E. P.E.888705 • • •• •• • • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • •• •• • • • • • • • • • ••• • • • • NSTALLATION TYPE M-.-1 II FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE 2X WOOD BUCKSTRIP EDGE OR FRAMING. SEE DISTANCE NOTE 2, THIS SHEET -mac 4 "� `C� (EMBEDMENT THAN 8' D.G. c 1 D 1I 2X WOOD BUCI(BTRIP �E�— 1 ORFRM9NG, SEE � NOTE 2, THIS MEET tii'�s �17(i11 1/4'MAX TYP. ANCHOR ,,,,..___.,0 SHIN EMBEDMENT AND EDGE � � DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET Atli' EDGE ©USED AT CURVED DISTANCE • EXTERK}R FRAME MEMBERS ONLY (t I (x t 11 -7/8' O.C. MAX. z. vv'' � CONCRETE/CMU .� - -- PERANCHOR - REQUIREMENT WINDOW BUCK HEIGHT EMBEDMENT 1/4" MAX SHIM INSTALLATION TYPE M IFOR THIS INSTALLATION METHOD ONLY. ANCHORS MAY BE NO • MORE THAN r O.C. • ••• • • • • • • • •• • • •• • • • •• • • • • • • • • • • IMSTA1 ITION •-•- -••'•— EMBEDMENT • • • 'I' • • • • • • •• F� •••:.., • 1XWO511:6BUQKSWIP.troE • • NOTE *THE SIEEET• • • ••• • • • • 4. • • • • TYP. ANCHOR TYPE, EMBEDMENT AID • • • • • EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET VISIBLE UGHT HEIGHT = WWDpW BUCK HEIGHT - 2414' 0 INSTALLATION TYPE N 0 mai Iowa-'I: 0 1/4• MAX SHIM — 1 INSTALLATION TYPE 0 IFOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 8' O.C. #12 STEEL SELF•DRILUNG SMS (05). SEE TABLE 10, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET r1/4' MAX SHIM EXTERIOR MIAMI-DADE APPROVED MULLION (SEE BEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11.THI3SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT • :, •j . • EDGE DISTANCE VERTICAL SECTION H -H VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-314' WINDOW BUCK WIDTH HORIZONTAL SECTION G -G TABLE 11: CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR EDGE DISTANCE Anchor Substrate Dicta Min Embedment M ng Spa 812 or #14 41088 StileBY P.T. Southern Pine (50=0.65) 8118" 1- 318' 6' Alurulmmi, 6083.75 min 3/8" 0.083" • 8" AN Steel 316• 0.063• • 8' Steel Stud. Gr. 33 min. 318' 0.046' (1808) • 6" 812 #14 Steel (G6) or a P.T. Southern Pine (50=0.65) 9116" 1-318• 6' Aluminum, 808345 m ln. 316' 0.083' • 8" A38 Steel 318' 0.083• • B' Steel Shat. Gr. 33 min 318' 0.046• (18 G81' 8• 114' 41088 CketeFlex Unwonted CMU, (ASTM C-50) 2 -112' 1 -1/4• 12' Concrete (min. 3.35 ken 1' 1-314" 12' • Sleet Concrete (min. 2.85 ken 1' 1414• 12' Concrete (min. 2.85 ken 2.1/2• 1-318" 18" 1 2' Ungrouted CMU, (ASTM 0.80) 2 4/2' 1 -114" . 12' Grouted CMU. (ASTM C-90) 2 -1/2' 1314' 12* 8118" Steel UWacert Concrete (min. 3.5 ken 1 -U4" 1414' 12' Grouted CMU, (ASIM C-96) 2 -112' 1-314' 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS USTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS •1X', ARE BUCKS WHOSE TOTAL THICKNESS 1S LESS THAN 1 -1R•. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS •2X• ARE 1 -1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF W000 BUCKS TO BE ENGINEERED BY QTHERS ORAS 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-EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. PRODUCT RENEWED m complying with Me Fhnido BulidingCkaie Acceptance No cn Z O co Z 0 LL O 0, 180145 0911 WOO \‘D‘dY 1 '�a•'.GENSF'••`F,ff * . No. 55705 •• * • • LYE ' - • STA0 /' "SS'ONA1- A.LYt4r4�{11.�f kP.E. P.E.a 66705 • • ••• •• •• • • • • • • • • • • • • • •• • • • • ••• • • •• •• • • • • • • • • ••• • • • • • • • • • • • • ••• ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES Cr CORNER FRAME ASSEMBLY ANGLED /CURVED FRAME ASSEMBLY TABLE it • • • • • ••• • •• • • • • • • •• • • •• • • o • • • • • • • ••• • • •• ••• • ASSBMBL DETAILS. • FCR FINIRAMEe • • • 80' CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND /OR SEALANT EQUAL •LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Item POT Part• Description Material 1 42630 Flanged Frame Alum. 6063.75 2 4285 Equal -leg Frame Akan. 8083 -T5 3 4268 Integral Fin Frame Alan. 8083.75 4 4265 7(18 Lanai. Glass Beading Alan. 608346 6 4264 LG. Glaas Beading Alan. 608346 Oa 4270 Installation Fastener Cover Akan. 6083 -T5 6b 4224 installation Fastener Omer Rigid PVC 10 705890 Gasket (at 98 comic/Ms) Polyethylene 11 TP247/8 Vinyl BulbWeathersttip Flex PVC, Dna 85+1 -1 13 Dual 899, GE 7700 Silicon or Equay 20 71862K Setting Block, Mono. 3/18' x 7(16" x 4" Neoprene, Duro. 86 +11 21 71704AK Setting Block, LG. 3/16" x 1 -3137' x 4" Neoprene, Cum. 85 +/ -1 22 DURAK716 7/18 DtsaSsal Spacer 29 48 x 1 -1/4" FH SMS Stainless Steel 30 781PQX 118 x 1" Quad PH SMS Stainless Steel .094• ?'- 4•*-- .876" .436' �- ►��— •080" FLANGE FRAME 442530,8063 -T5 — �{�+ -- .0130' 7/10" LAMI 4 GLASS BEADING 114255, 8083 45 084" 2 ILr- •• • • • • •• • • • 9 ••• • • • • • • 1.378" i OEQUAL -LEG FRAME 104285, 8083 -T5 •• • • • • ••• •• • • •• • • • • ANGVED/CURVED • • • MIME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS .074" 1 1 r •002• --a r .346• .878" .080' I.G. GLASS 5 BEADING 114254, 6083 -T5 18•l 1.25* 0 FIN FRAME 64256, 6063 -15 .094. 2— �11.n -- —►III— oso.go ' .o7r ---I .050' INSTALLATION ()FASTENER COVER 64270, 6083 -T5 PRODUCT RENEWED vs Complying with the Florida 8utlding Code „* I 03 Acceptance No _ ,.,., JIY[SI + ro h A 8 mo • O n. Z Y 8 vao,0 'sa0 1 d 'oN onto A. LYNN MILLER, P.E. P.E058705 • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 (AEU). 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 faits 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 Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -CA 407 -LM, titled "Casement Window Details — LM & SNP', sheets 1 through 10 of 10, dated 08/08/12, 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 N.Gami- -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 -2590 F (786) 315 -2599 www miamidade.aov /economy LABELING: Each unit shall bear a permanent label with the manufacturer's name pr 1ogo,•,.itate, model/series, and following statement "Miami -Dade County Product Control Apps' e'd "f unless•otkei vise noted herein. • • • RENEWAL of this NOA shall be considered after a renewal application has beeniii'ea • and there has been rp no change in the applicable building code negatively affecting the performance of this �it:ct. • • TERM NATION of this NOA will occur after the expiration date or if there has beeafs.tevisioiior change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA' s an endorsement of any product, for sales, advertising or any other purposes shall automatically ternjpiblitethis NOA. "Failure to comply with any section of this NOA shall be cause for termination and removal o'f NOA. • • • ADVERTISEMENT: The NOA 'number preceded by .the words Miami- Dade Flory,• and followed by the expiration date may be displayed in advertising literature. If any portion of the.'DWOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall, be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • NOA No. 12-1218.09 d7 Expiration Date: Apr1111, 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. 13. 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, 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. ) TL -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 Resource (RJR) •••••• •••• ••• . .... • .. 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DGen®urs & Co., Inc. . for their "DuPont Butacite® PVB Interlayer" dated 09/08/11,pp ripg on:12. 1$$ 16. • 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Delibbiours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, exWi on 01'T4 /1>. E. MATERIAL CER1.'1 trICATIONS • F. STATEMENTS • • • 1. Statement letter of conformance, complying with FBC 2010, dated Dect? of • 10, . 2012, issued by manufacturer, signed and sealed by Anthony Lynreliler, P.E.. •. • • 2. Statement letter of no financial interest, dated December 10, 2012, •is3tled by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12 -1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. E -1 Manuel ' er Product Control Ex m r NOA No. 12- .09 Expiration Date: Apr1111, 2018 Approval Date: April 11, 2013 • • •• •• • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • .• GENERAL NOTES: SERIES 740 IMPACT - RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD UTE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1- 1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1 -112' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMSEDMENTAS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 15 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 18 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCIE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 61300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PERASTM 61300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL -7085, 3879, 3880, 3724; ELCO ULTRACON NON; ELCO CRETEPLEX ROA; ANSI/AF&PA PDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL TABLE 1: Glass Types Street # 1 5/18' Loral (118 An - .000° PVB -1/8 An) 8 2 7/46' L.amt (3/16 An -.090° SOP - 3/16 An) 6 3 7/16' Lana (3/161{8 -.090' SOP - 3116 HS) 7 4 718' Lana. 10 (1/8' An - 7/16' Air -1/8° M - .090' PVB - 1/8' An) 6 6 7/8' LamL 10 (1/8' T - 7116' Air -118" An - .0917 PVB -1/8' M) 8 6 7/8' Lana. 10 (3/16' An -1/4' Air- 3/16° M -.090' SOP - 3/16° M) 9 7 718' LwnLIG( 3/16' An - 1/ 4'Air- 3/16•HS- .090' SOP - 3116'HS) 7 8 718' Lemi. 10 (3/18' T -1/4' Alt - 3/16" An - .090' SOP - 3/16' An) 9 9 7/8' Lana. 10 (3/18` T -1/4' Air - 3/16" HS - .090' SOP - 3116° HS) 7 DESIGN PRESSURE RATING IMPACT RATING • VARIES, SEE SHEETS 8.9 RATED FOR LARGE & SMALL • MISSILE IMPACT RESISTANCE • 4' MAK. A 89' VISIBLE LIGHT HEIGHT (DLO) 4' MAX 37' WIDTH 28.478' MAX O.C. IF WIDTH IS UNDER 93.478' (HEAD & 8I1. 8, SEE SHEET 2 �r- • • • • •• • • • • SAP S S'LAh1 • • W( • • • • i i • • • • • • • • US ANNEALED • ••• •••S •• • • • • • • • • ••• • • • • • • • • illiaLine I II el \ \ i / / 17-1/r MAX A, SEE O.C. SHEET �H MA X 0. O.C. USE ANCHOR PAIR AT EACH IEGHTTIS JAMB IF 28' OR OVER 71 HE( 1- 30' VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES 1 ELEVATION I GLAZING DETAIL R 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS........... 3 ANCHOR SPECIFICATIONS- 4 ANCHOR QUA- 4 DESIGN PRESSURES...... 5.9 ASSEMBLY DETAILS/BOM„.._ -.._ 10 • • •• DUPONT AG1TEPYEI G ANNEALED GLASS • 11 /18' GLASS BITE • GLASS TYPE 1 7•'N06. GLASS STAG( WY ANNEALED OR TEMPERED CLASS M16 1.569NATE0 MASS STACK 18' ANNEALED 01.585 7/16° LAMINATED GLASS STACK GLASS TYPES 2 & 3 7/8 N001. <1A88 STACK .0904 DUPONT BUTACTEPVB 3fl0'ANNPALED MASS 114" AIRSPACE tls' ANNEALED 11/18' GLASS BITE 41/2' MAX O.C. IF WIDTH 18 33.478' & OVER (HEAD & ffiL) ,Lt *t1111/l// . ' **}CENB No.58705 Y3SAEg !V: A. LYNN MSLER. P.E PAS 88708 7/18' LAMINATED (LASS STAG( 311S'ANNEAI.ED OR HEAT-STRENGTHENED GRASS .018' DUPONT SOP 3/18' ANNEALED OR MAT-STRENGTHENED MASS 11/18' GLASS BITE GLASS TYPES 4 & 6 GLASS TYPES 8 & 7 mama. GUMS 8TAC( �,�1 8' ms'LA60NAT8D if ou88STAC( OR •1AM(EALE ISTRENGTHENED GLASS DUPONT SOP NW ANNEALED OR HEAT- SIRENO1HENED (LASS 11/18' GLASS BITE GLASS TYPES 8 & 9 Revised By: Dole: Revision: Revised By. Order Revision: 4Ppewed al Florida Aa4Ru 11046 ij!!1t::t/C ,: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GLAZING DETAILS num CASEMENT WINDOW DETAILS - LM Brown By: J ROSOWSKI CERT. OF ACTH. #29298 Saries/idede0 Sortie: Sheet CA -740 I NTS 1 OF 10 Dote: & SM 08/08/12 M Rem • • •• •• • • • • • • • - • • ••• - • • • • • • • • • • • ••- • • • • ••• • • • • ••• • • • • • • • • • • • - • • •- . ••• INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 pXTERIOR EDGE DISTANCE EDGE DISTANCE EMBEDMENT ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB WINDOW HEIGHT VISIBLE LIGHT HEIGHT (DLO) TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 3, SHEET 4. CONCRETE/CMU PER ANCHOR REQUIREMENT • INSTALLATION OPTION 2 • • INSTALLATION ANCHORS • • (mCriY INTO MASONRY. • ••• • •• • • • • • • •• • • • • • • • • • ••• ••• • • •• • • • • • • ••• • • ••• • BUCK WIDTH ATTACHED TO FRAME 81LL. • INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. BUCK HEIGHT EDGE DISTANCE EMBEDMENT 812 STEEL SELF- DRILLNO SMS, SEE TABLE 3, SHEET 4. DADEAPPROVED MULLION, ALUMINUM. STEEL FRAMING OR STEEL STUD. ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) OPTIONAL ADDON FLANGE @ HEAD. SILL & JAMBS SEE DETAIL NOTE A1, S: 1) USE ONLY SUBSTRATE- APPROPRIATE ANCHORS USTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB 2)ALL WOOD BUCKS LESS THAN 1 -112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION LS THE RESPONSBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114". .CONCRETE• PER ANCHOR • .REQUIREMENT INSTALLATION OPTION 3 VERTICAL SECTION B-B INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. 1/4' MAX SHIM EMBEDMENT WINDOW WIDTH HORIZONTAL SECTION A -A 7,-"--i</ ,11...0,..._1__ • ' '1tD- 10 -MAX � �� �}CENS F,p '%:,. * • ' No. 58705 * �' ▪ a IrN' ,A� 11 � 1�;N A. LYNN MILER. ME. PEI 06705 10" MAX SEE DETAIL A2, BELOW 1O) WHEN INSTALLNG COMBINATION UNITS, ADDITIONAL INSTALLATION VISIBLE UGHT FORMULAS: ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT - 7 WINDOW FRAMES AT 10" MAX FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: EXTERIOR EGRESS FORMULAS: WIDTH. WASH HINGE: WINDOW WIDTH - 13-1/2 WIDTH. EGRESS HINGE: WINDOW WIDTH - 7 -1/2 HEIGHT: WINDOW HEIGHT -S AdnplbwW Anchors Requ red onesoh Sine of Om Frame Assembly AA* (FAT) 10 -MAX � �� �}CENS F,p '%:,. * • ' No. 58705 * �' ▪ a IrN' ,A� 11 � 1�;N A. LYNN MILER. ME. PEI 06705 10" MAX SEE DETAIL A2, BELOW 1O) WHEN INSTALLNG COMBINATION UNITS, ADDITIONAL INSTALLATION VISIBLE UGHT FORMULAS: ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT - 7 WINDOW FRAMES AT 10" MAX FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: EXTERIOR EGRESS FORMULAS: WIDTH. WASH HINGE: WINDOW WIDTH - 13-1/2 WIDTH. EGRESS HINGE: WINDOW WIDTH - 7 -1/2 HEIGHT: WINDOW HEIGHT -S AdnplbwW Anchors Requ red onesoh Sine of Om Frame Assembly AA* (FAT) I... Window Anchor Type a Wdih A 8,080 1 1r -220` 0 0 28' -29.9` 0 1 > 28•s 1 1 i- Whdow Amber Typo u Height A 6.011.0 17' • 22.0' 0 0 23' • 20.8" 0 1 28•+ 1 1 Revised By: Dots Br: Ode: Revision: &pprored 01 to9plyl9g •Ih the Florid Hu ..; C. +e Doe A ±,' s 8¢OA8 VAISYA7 2. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 CROSS SECTIONS & INSTALLATION Drown By. J ROSOWSKI CERT. OF AUDI. 1129298 TRW Dabs CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series /made* Scald: Sheet Growing No. Rer. CA -740 NTS 2 OF 10 MD- CA740 -LM • • •• •• • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • •. • • • • • • .• CASEMENT (X) F WINDOW HEIGHT WINDOW WIDTH 740 SERIES CASEMENT EXTERIOR WINDOW FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TATTLE 3, SHEET 4. 3) FROM SHEETS 5-0, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINOLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 6) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED* (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SQL AND JAMBS OF YOUR WINDOW. 0) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) FIGURE 1: . —I---, fr.— 10', SEE NOTE 7, THIS SHEET / c /'a \ 4 740 140 SERIES FRAME SERIES WINDOW CAt T YCASEMENf WINDOW MW. 912X1'SMS THROUGH INSTALLATION HOLES 10', SEE NOTE 7, THIS SHEET AWNING / CASEMENT / • InED €�SEIVIENT t)9 EO) • • • • • _ •• 740 SERIES may' AWNING WINDOW' •• • • • • • •-D FRAME •_...� •• • ASSEMBLY • • • • • _• • fD TUBE • — —.•_ , • • •• • • • FIGURE 2• 740 SERIES — CASEMENT —► WINDOW E FRAME ASSEMBLY�� TUBE E 740 SERIES FIXED WINDOW 'SEE PRODUCTS NOA FOR INSTALLATION SPECS • • •• • • •1 • • • ••• ••• •• • • •• • • • • • • • • 1) DIMENSIONS SHOWN ARE • • • • RAME ASSEMBLY TUBE NOTES: MIN.012 X 1' SMS THROUGH INSTALLATION HOLES HORIZONTAL SECTION CC FOR EACH WINDOW IN AVERTICALLY OR IIORIZONTALLYCOMMWEDMSEMBLY: VERTICAL SECTION D.° VERTICAL SECTIONS -E 1) DETERMINE EACH INDMDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET4. 2) FROM SHEETS &S, FIND THE SHEET FOR YOUR GLASS TYPE. 3) PRESSURE FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TOA VERTICAL FRAME ASSEMBLY TUBE' OR TENON FOR WIRDOWS ATTACHED TO A HORMONAL FRAME ASSEMBLY TUBE; DEPENDING ON WHICH WAY THE FRAME MUST BE DONE EFFOR EACH WINDOW IN THE ASSEMBLY. AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIREASSEMBLY. DIMENSIONS TUBE 15 SHOWN ARE TIP-TO-TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED •WNDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. B) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THATADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. 812 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). TIP - TO-TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND ) TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED 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 IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW. AS SHOW IN DETAO.S. WITH MIN. 012 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 8) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 02' IN LENGTH (AS USED IN A 03' FLANGED WNDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED.TO BE (LAPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. ?}FOR ALL COMBINATION UNITS, AD MONAL INSTALLATION 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: Ad5U• eI Anchors Side of the Fame Requlred on each Assembly Ttde (FAT) F- WWNdo• Anchor Type u Width A 8,050 1r -22.s 0 0 23'•20.9' 0 1 2r+ 1 1 a Window Anchor type ilt fief A 8,050 1'M -229' 6 0 23' -25.9' 0 1 20'r 1 i 1 N_ O O 00 N� 'LYNN `\•iO VICENSF P �� * No. 50705 .* ^0' -;',13() '3!$!3 •eve • ST TE OF •Ilj� • • • • • • • • • • • • • • • • ••• • • • • ••• • • • •••• • • • • • • • • • •• • • • • • • • • • ••• • It • • ••• TABLE 2: Window Anchors Required • • Anchor 1 Window Width (m) • • under 23" 2616/78" 273/4' 30' 33-1/2' 95" 37' 1 Anchor Group Anchor Group Anchor Group Anchor Gawp Anchor Group Anchor Group - Anther Gioup A 8 C &D A 8 Cap A 8 C &D A 8 C &D A 8 C &D A 8 060 A 8 060 y° under Er Jamb 2 2 8083-75 Alum. 2 2 2 2 2 2 2 2 2 2 2 2 2 No C 1/4' Steal Ciliation 2.85k Concrete 2- 112' Head/811 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 28-15/1r Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/8N 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 383!6, Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Head/Sill - 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 48' Jamb 4 4 4 4 6 4 4 8 4 4 6 4 4 8 4 4 8 4 8 8 4 Head/S01 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 6, Jamb 4 8 4 4 6 4 4 8 4 4 8 4 6 6 4 6 8 4 8 8 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 so• Jamb 8 8 4 6 6 4 6 6 4 8 6 4 8 8 4 8 8 4 8 8 4 Head/8111 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 6 1 r J a m b 8 8 6 8 8 8 6 8 6 8 8 8 6 8 8 8 8 8 6 8 8 Head/S@ 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 8 8 8 8 8 8 8 8 8 8 10 8 8 10 6 8 10 8 8 10 6 Head/80 2 2 2 2 2 2 2 2 2 2 3 2 2 3 . 2 3 3 3 3 3 3 76, - Jamb 8 8 8 8 8 8 8 10 6 8 10 8 8 10 6 8 10 8 8 10 8 Head/80 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 84' Jamb 8 8 8 5 10 8 8 10 6 8 10 6 8 10 8 Head/S15 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 TABLE 3: Group Anchor Sabel:ale Min. Edge Distance Min. O.C. Distance L1fi' Embedment Anchor Plate Required? A 1/4" steel Citreous ticks? Block 1' 6 1 -114' No 614, steel 1I4S (05) S. Phe 5/8" 1" 1-3/8' No 8063 -15 Atom. 3/8' 5/8' 0.050 No or814, 410 Ss sMS A38 Steel 318" 5/8" 0.050 No A653 Stud, 0r. 33 3/8" 5/8" .035', 20 Ga. No B 812 steel 8M8(06) or 012, 410 8S 8MS S. Pine 518" 1" 13/8" No 8083-75 Alum. 3/8" 188' .050" No A38 Steel 318' 518' .050' No A853 Strut, Gr. 33 3/8" 5/r .035', 20 Ga. No C 1/4' Steal Ciliation 2.85k Concrete 2- 112' 4" 13/6" No 2.85k Conarote 1' 4' 1314" No Holow Blink 2-1/2" 5" 1 -1/4" No 012, steel 10-78 (05) or012, 410 SS SM8 8. Pine 518' 1" 1-3/8' Yes 6063-75 Alum. 3/8" 5/8" 1/18' Yes A38 Steel 318' 5/8" 050" Yes A653 Stud, Or. 33 3/8" 518" .045",10 Ga. Yes 0 S. Pine 5/8' 1" 13/8" Yes 814, steel SM8 (05) ore14, 410 SS SM8 8063 -15 Alms. 3/8" 5/8" 1H8" Yes A36 Sleet 318" 5/8' .0511' Yes A653 Stud, Or. 33 318" 5/8" .045", 18 Ga. Yes 1/4' steel Ulntoon 2.85k Conemte 1' 4' 13/4" Yes 2.85k Concrete 2 -1/2" 4' 13/0" Yes Hollow Block 2-112" 5" 1 -1/4" Yes Filed Biook 2 -1/2' 4" 1-3/4" Yes 1/4" 410 SS Qetellex 3.352 Commute 1" 5" 13/4" No Hollow Block 2-112' 5' 1.1/4" No 5/16" steel Ullman 3.52 Cenaele 1 -1/4" IN 1-3/4" No Hallow Block 3-1/8" 5" 1- 114" No Filled Block 2 -1/2" 5" 1.3/4' No NOTES: 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEIOHEAD, PANHEAD OR FLATHEAD. • • • • • • • • • ilalt»nub %eCLopl18r : • • • • • • • w•• • . - • Glass Typs:• • 1••P/13•• Giles 1, 4 & 8) •.I • (Hypes 2, 3 & 649 12' max. tom 6r and None en83p I • r 111) mt«Irom • 12' max. ¢pm oteP83 "• ea% eRd 8■40" 6 each end 630' • • me#P).0 • • •meITA.C. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP-TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 014 THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/18" ANNEALED SOP LAMI. GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, +701.80 P8F DP REQUIRED. NO ANCHOR PLATE CASEMENT ANCHORS` A) FROM TABLE 8, ANCHORS C & D ALLOW A DP OF +781.80. 0) FOR THE JAMS, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE C) FROM TABLE 2, 8 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SQL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) • E PER RULESTHE YNNNE (TSAR & INSTALL 1 ADDMONALANCiOR ON THE FRAME ASSEMBLY TUBE FIXED CASEMENT ANCHORS ( SEE OPERATE NOAk A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701.83.1. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 28, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D ) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANA ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). Approved as co/pplylag with Ike Flo,Wa aldls C-. Date • ' • 1 SAMPLE CONFIGURATIONS: n n 0 4 n 0 0 n 0 n a01 P QO 0. rio•TO• 1 m N O O 0 0 61" 20" 20' 1 T 4W 1 0 co ors J0 co p 6 O LL 0 \‘‘,001 LYNNI dike //*O `���r0 •)CENBF • •. eP �'.. :* *'� No. 58705 ; TATEOF '/1y/ 6 '%pA.•O; ; . � ''t(...Fp. .C, 'O, NAL "c-.* , A LYNN M/ UPR8JL P.EJ/68705 • • ••• •• •• • • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • • ••• • • • • • • • • • • • • ••• TABLE 5: TABLE it FOR GLASS .TYPES: • • • • • . • •• • 1) 6/16° LAMI (1/8 AN - 1 /8•AN)• • • • • • 4) 7/8° LAMI. IG: (1/8° ANS 7M6 Alit - 1181r, -IMO" PVB:1!8''10 WINDOW HEIGHT -►�%wow WwTH �-- -SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. •( • • • •• ••• •• • • • • • • • • • • • ••• • • • • •• • • • • •• • • • • • ••• •• - ._ Window Width Design Pressure (Pa0 fur Single Windows, A0 Anchor Groups Window Width under23' 2540/18' 27 -3/4' 30' 334/2' 35' 37' Anchor Group under 23' +70/.90 +70 /-90 +70/-90 +701.90 +70/40 +70/40 +701.90 26.15118' +70130 +70/-89 +707.80 +70/90 +70/ -90 +701-90 .70400 38 -3/8' +70/93 +70190 +70740 +70/30 +75.90 +70/40 +70190 48' +75 -90 +7590 +70/40 +70/ -90 +75-90 +7540 +70/-91 50.5/8' +70/40 +70/-90 +7540 +70/ -90 +75-90 +7540 +7049.2 90' +7540 +70140 +79989 +75488 +70/40.8 +701-77.7 +7074.3 83' +75.90 +70/-90 +70390 +70/44.3 +70 -788 +75 -733 +75 -70.1 72' +7540 +7047.2 +75 -77.7 +801 -718 +80982.4 +80/-80.9 +/ -5.3 76' +75-90 +70/-64.5 +75 -78.7 +787.3 +/- 88.9 +l- 57.2 +/- 99.8 84' +7540 +70 -80.4 +75 -71.3 +85421 +1.642 .75.90 +70/-90 TABLE it FOR GLASS .TYPES: • • • • • . • •• • 1) 6/16° LAMI (1/8 AN - 1 /8•AN)• • • • • • 4) 7/8° LAMI. IG: (1/8° ANS 7M6 Alit - 1181r, -IMO" PVB:1!8''10 WINDOW HEIGHT -►�%wow WwTH �-- -SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. •( • • • •• ••• •• • • • • • • • • • • • ••• • • • • •• • • • • •• • • • • • ••• •• TABLE 7: Design Pressure (psi) for Windows Attached to a V•lkal Frame Assembly Tube Window Width Window Width ender 23' 25. 15/16* 27.314' 30" 33112' 35" 37° Anchor Group Anchor Group Anchor Group Anchor Group Anwar Group Anchor Group Anchor Group AnchorOmup A B C 0 A 8 C & D 8 A,C &D 8 A,0 &0 A 8 C &D B A,C &D 8 A,C &D M under 23° +75.90 +7530 +78'-90 .70 -90 +70 -90 +70/-90 +75.90 +70/.0 +10190 +701.90 +75 -98 +70/-90 +701.90 +70 48 +75.90 +70/-90 +79.90 +75.90 25- 15/18' +70/.90 +70/.90 +70-90 .701.90 +75 -90 +701-90 +70398 +75 -90 +701-90 +70.90 .7590 +70/-90 +7530 +75.93 +70.10 +70/.10 +711.10 +75.90 38316* +701.90 +70/ .71.5 +70/.93 +701-10 +7W-81 .701 -90 +70/-90 +70140 +70/.0 +701.90 +70143 +701.90 .70390 .75.90 +70/-90 .701.90 +7W-90 +70140 48° .70/.73.1 + /-57.3 +701 -90 +70/.90 0848 +70140 .75 -10 +70390 +75.90 +70/47.8 .70140 +70140 +701 -78.8 +701 -90 +70140 +701.90. +701.10.9 +70/.90 50.516' +1-89.3 +154.3 .70140 .701-0 0431.4 +70340 +70/.0 +70/ -0 +701.0 +70/ .83.2 +701 -0 +701.90 +701.74.8 +701-90 .70149.2 +70/-90 +701.84.3 +701.89.2 60' •/595 +3438 +70/414.7 +70140 +/-51.8 +701.81.2 +701.0 +701.75.9 +701.0 +701-792 +701-88.5 +79/ -8.3 + /4329 +70.80.8 +701-75.2 +701-77.7 .191 -71.2 +70/.74.3 83' 445.7 +/.435 +70/.80.7 +70/495 0.493 +701.77.3 .701.0 +701-723 +701-0 +1409 +70384.3 +70/.78.5 0499 +70/.78.8 +70/.71.8 +701 -73.7 +187.8 +701 -40.1 TABLE 7: NOTES; 1)4E6 SHEET 4 FORADDITIONALSAMPLE CONFIGURATIONS. 2) SEE SHEET FOR SNUBBER REOUOiEMENTB. WINDOW HEIGHT 1J_ 10' MAX. 1- OesIgn Pras.ure (psi) fur Wallows AUaohed to a Horizontal Frame Assembly Tube Window Width I WH� under23' 28. 18/18' 273/4' 30' 331/2` 35' 37' Anchor Group Anchor Group Anchor Group Mahon Group Anshororoup Anchor or up AnchorOmup A0 All A8 Al 5 A,C &0 A B C &0 A B 080 under 23' +701.80 +70/40 +70/40 +70140 +75421 +7540 +701-90 +757 8.8 +70/-90 +701 -80 +70/74.3 +7540 25413118' +7W-90 +70/40 +70140 +70/-90 +70/40 +701.90 +70/48.8 +7990 +70430 +70/44 +70140 +70140 383/9' +70140 +70/40 +70/40 +70/-90 +7540 +70/ -0 +7W-90 +7030 +7530 +701.0 +70/98 +70340 48' +70/40 +70140 +70390 +70/40 +70/-80 +78193 +701.90 +7540 +70140 +70140 +70/40 +79/-99 008/8' +70/40 +70/40 +70/40 +70140 +70130 +701-93 +70/40 +70190 +701101 +70/-39.2 +701482 +701492 60' +70148 +70/40 +701.90 +70/-88.5 +701408 +701498 +701-77.7 +75-773 +75.77.7 +70/74.3 +701-74.3 +70742 83' +701.90 +70/40 +7W-90 . +70/44.3 +70/ -78.5 +70178.8 +731437 +701-73.7 +701717 +70/491 +70170.1 +701-70.1 72' +7W-90 +70/47.2 +7077.7 +70/71.8 +90424 +80142.4 +90/40.9 +80/90.9 +60140.9 +9893 4/58.3 +199.3 78' +70/40 +70/44.8 +701-7&7 +987.3 . + /-88.9 +1436.9 047.2 +1472 +157.2 +/ -88.9 +/-0,8 +188.8 84' +70/-90 +70/46.4 +7W-71.3 +0/421 +1.542 +/-942 NOTES; 1)4E6 SHEET 4 FORADDITIONALSAMPLE CONFIGURATIONS. 2) SEE SHEET FOR SNUBBER REOUOiEMENTB. WINDOW HEIGHT 1J_ 10' MAX. 1- FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), W REQ. I WH� SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTIRES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3,FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Y.H.13.6- 01.15.0.17 4ppnwo*I as complying with We Florida C.. Date ♦- - 1i 11 NOM bf, m odu A 1 1!! SIGN PRESSURES PER GLAZING TYPE 0 h 1U (L jzag z�mN WOO . :! 1 az z `1�\Ittllt ////7 \‘‘ O0 LYNN kin *1 No. 58705 • O : STATE OF 1 i � '•.Ff.ORtOp' •'• Gi '37;F/ONAI. C. A. LYNN 11a.LER. P.E. P2688705 0 5 0 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ... • • ••• • • • 1 WINDOW HEIGHT .I_ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANITTIES. • • • . • • FOR:GLA§S TYP S: ; - •2):7116* kAMI (3M6 Ar- .090* SOP -311$ AN) • • • ••• ••• •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• approved as complying Oh ih. PImWa) utdlsg Cod �, Data - - ( OA8 V 1V4}w'E•y bit + de • oduc D TABLE 9: Design Pressure (psi) for Windows Attached to a Vedical Frame Assembly Tube WINDOW �G1{y 095190 Pressure (psi) tor Single Windows, All Anchor Groups Window Width under 23" 25. 15117 27314' Sr 33.172" 35' 3r 37 under 23' +906130 4006130 .901 -130 +907 -130 +901 -130 +801.130 +97 -130 A 25-15/18' +901 -130 +901 -130 +97130 +906130 +901.130 .991130 +97130 1 x 353/8" +90 -130 +901 -130 +807.130 +906130 +901-130 *901- 130 +901430 45" +901 -130 +901-130 +97130 +901- -130 +97 -130 +906130 +90!-130 80418' +97130 +97130 .901-130 +97- 130 +901 -130 +87130 +90%130 80' +07.130 +97130 +906130 +97130 +90/ -130 +87130 +97 -130 83' +97.130 497 -130 +07 -130 +901 -130 +97130 +87130 +901 -128.8 72" +801 -130 +906 -130 +9 -130 +97 -130 +97429.1 +e91L122.5 +97 -113.8 76' +93/ -130 +80/ -130 +97 -130 4901-130 +906124.1 +07.11 67 +901-107.8 54' +97.130 +97 -130 +97 -130 .801 -130 +9061104 .7190 +77.90 1 WINDOW HEIGHT .I_ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANITTIES. • • • . • • FOR:GLA§S TYP S: ; - •2):7116* kAMI (3M6 Ar- .090* SOP -311$ AN) • • • ••• ••• •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• approved as complying Oh ih. PImWa) utdlsg Cod �, Data - - ( OA8 V 1V4}w'E•y bit + de • oduc D TABLE 9: Design Pressure (psi) for Windows Attached to a Vedical Frame Assembly Tube WINDOW �G1{y It Windom WIrth Window Widb under 27 25.15116' 27.317 30" 33112" 35" 37 Anchor Group Anchor Group Anchor Group Anchor Group Ands/ Group Anchor Group Anchor Group Anther Group A B C D A 0 C &D 8 A.0 &D A B C & D A B C &0 8 A.0 &D A 0 C &D t T under 23" +77.90 +77.90 .701410 +11 -93 +77.90 .7040 +7790 +7740 +70/ -90 +70140 +711 -90 +701.90 +70.90 +7790 +70.99 477.90 +77.90 +7740 +70690 +701.90 2515116' +701-0 +77 -90 +77 -fW +77.90 +7740 .77.90 +701.90 +77.90 .18'•90 +77.90 +70.90 +701-90 +791 -90 +77-90 +7798 +77.90 .77.90 +77 -90 +77-99 +77.90 35310" +70690 +701.71.6 .77 -90 +77 -93 +77411 +77 -90 .77.90 +77.90 .7190 +77.90 .75.90 +7790 .7790 +7780 +7790 +7790 +77.90 •701.90 +77.99 +7790 48" +77 -711 0-57.3 +7790 +7793 +1.64.8 +7790 +77.90 +77.90 +701-90 .7740 +70187.8 47790 +707.0 +7790 +77.90 +70.90 +77.90 +7790 +701.88.9 •71.90 50.517 +1-69.3 +/54.3 *77.90 +77.90 +/-01.4 +77430 +70/90 +77 -90 +7740 +77 -90 *77.83.2 *77.90 *77-90 +70430 +7790 +70/.892 +70/40 +77.90 +7784.3 +7790 60° 41-58.5 +145.8 .17.84.7 +7790 +1.51.8 +7741.2 .77438 +7775.9 +77 -90 .70/.89.6 .70/.70.2 +77.90 +77410.3 +77 -78.8 +7790 +77.75.2. +7798 +7740 +7771.2 +70/90 83° 0-55.7 .1-43.6 .77.80.7 +77.89.8 +1.49.3 +77.77.3 .7140 +751 -72.3 .701.90 4778.3 +1.669 +7790 .77 -705 +70114.9 +7798 +7771.8 +701.90 +701.865 *1.87.8 +71.90 • ^...` •v. Design Pressure (psi) kr Windows Attached to a Horizontal Rome Assembly Tuba WINDOW �G1{y It Windom WIrth under 23" 25.15717 27 -314' 30' 331/2" 35" 3r Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anther Group Al All A8 AO 8 A.0 &0 A B C &0 A B C &0 t II. under 23" +77 -90 +70/40 +77.80 +77.90 +77.521 .701.90 +7799 +70078.5 .77-90 +77.93 .77-74.3 +77-90 2515118' .71090 .77.90 .70/-90 +70/90 .77.90 .7790 .77.85.8 +1740 +7790 .7784 .77-90 +77.90 38.307 +77.80 .77.90 .7790 +71 -90 +7740 +7740 .70140 .77.90 +77.90 477.90 +70140 .77 -90 45' +71.90 •70/40 +701.93 +7740 .70140 .7740 +71.90 +70140 .77.90 +77.90 .77.90 +7790 505/6' +70190 .701.99 +7140 .7140 +701.90 .71.90 +71.90 .7740 +77.90 +797.90 +7014) +7790 60' +7140 .71 -90 +71-90 +77 -90 .71.90 47040 +7140 +7140 +7790 +71.90 .7790 +7740 83' +71.90 .71.90 +71.90 .7140 .7790 +71 -93 +71.90 +70190 +71.90 +7140 .701.90 +7790 72" .71.90 +77-90 .71.90 +7140 .71.90 +71.90 +71 -90 .701-93 .71.90 .71.90 +7140 +7140 76' .7790 +71 -90 +71.90 +71.90 +71490 +7790 +7790 +71-93 .70/-90 +71 -90 .71.90 +71 -90 54" +701 -90 +71 -90 .70140 .71.90 +7140 .70140 NOTES: 1) SEE SHEET 4 FOR ADDIRONALSAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUSBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAM ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHOR REQUIRED FOR THE FRAME ASSEMBLY TUBE. j N 1 0 a, 8 1z F 1 01111 5 0 FRAME. ASSEMBLY Tugs ADDITIONAL ANCHOR (4). IF REQ. � r-- Y WINDOW �G1{y It ,0'MAX. "-*"1 1 WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAM ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHOR REQUIRED FOR THE FRAME ASSEMBLY TUBE. j N 1 0 a, 8 1z F 1 01111 5 0 • • ••• •• •• • • • • • • • • • • • • • • • • • •. • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • ••• TABLE 11: TABLE 12: • FOR GLAu TY S: • 8 01 • • 3) 7/16° LAMI (3/16 HS - ,O)° SGP - M6tIS) • • • • • 7) 7/8° LAMI. IG: (3/16° / :1/4°„/49R - 361t:Ha • A90° SOP• - 3/16• HS) 9) 7/8° LAMI. 10: (3/16° T - 1/4° AIR - 3/16° HS - .090° SGP - 3/16° HS) WINDOW HEIGHT WItR09YY7 WIDTH 1*-- SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. •• • • • • • • •• ••• •• • • •• • • • • • • • • • ••• •• 4pproved ere tom Florida 4dIng Dato r ' 8 91 10AB .iW1:I i. LamI01 del; , ut1 • drel _ T WINDOW HEIGHT Design Pressure (psi) for Single Windows, All Anchor Groups Window Wroth under 23' 25-194107 27-3/4' 30` 33 -1/2` 35' 37' 37' under 23' +901 -130 +901430 +901 -130 +901 -130 +901 -130 +901130 +90/-130 B 2845718' +901 -130 +907-130 +901 -130 +1941130 +907 -130 +94)/ -130 +90/430 B 38.318' +94)/ -130 +801430 +90/-130 4907- 130 +90 -130 +991430 +901 430 V, 48` +9W -130 +901430 +94)/ -130 +801 -130 +90-190 +90/430 +901 -130 11 80.818' +997430 +901-130 +90/ -130 +901430 +994-130 +90/430 +001-130 +101.90 80' +90/430 +901 -130 +901130 +90.130 +994 -130 +983/ -130 +994 -130 +701-90 83" +994 -130 +901 -130 +90/430 +901130 +994 -130 +901.130 4901-130 +707.90 72' +901.130 +907-130 +901 -130 +901.130 +894 -130 +80/-130 +901130 T 73° +901 -130 +997-130 +907430 +901.130 +994 -130 +90/430 +801-130 +70140 84' +894 -130 +901 -130 +901 -130 +807-130 +901130 +70/43 +707.90 TABLE 12: • FOR GLAu TY S: • 8 01 • • 3) 7/16° LAMI (3/16 HS - ,O)° SGP - M6tIS) • • • • • 7) 7/8° LAMI. IG: (3/16° / :1/4°„/49R - 361t:Ha • A90° SOP• - 3/16• HS) 9) 7/8° LAMI. 10: (3/16° T - 1/4° AIR - 3/16° HS - .090° SGP - 3/16° HS) WINDOW HEIGHT WItR09YY7 WIDTH 1*-- SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. •• • • • • • • •• ••• •• • • •• • • • • • • • • • ••• •• 4pproved ere tom Florida 4dIng Dato r ' 8 91 10AB .iW1:I i. LamI01 del; , ut1 • drel TABLE 13: DosIgr Pressure (pat) for WI dews Attached toe Vertical Freme Assembly Tube T WINDOW HEIGHT Window Whlh under 23" 2545118' 27314' 30" - 33.112' 35° 37° 37' Anchor Group Andwr Grip Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C & D 8 A,C &O A B C &D A 8 C &0 0 C &D A B C & D +70/42.1 under 23' +701.90 +794.80 ,+701.90 +794.90 +701.90 +701 -90 +701.90 +794 -90 +70' -90 +70/.90 +70/.90 +794.90 +70/ -90 .701.90 +794.90 +101.90 +701.90 +707.90 +7043 +707-90 g 25.15/16' +10/.90 +701-90 +701-90 +70.90 +701.90 +70/90 +70190 +701-90 +70-90 +794 -90 +794 -90 +707.90 +701 90 +701 -90 +70-90 +70/ -00 +79190 +701 -90 +70190 .709 -90 T 34)418" +701.90 .748-71.6 +707-90 +79440 +701-81 +707.90 +794.00 +70140 +794 -90 +701 -90 .194.90 +701-0 .707.90 +707-90 +70/43 +707.90 +70740 +70/.90 +70790 +794.99 +79440 48' +794 -731 + /i/.3 +707-90 +707.90 4144.8 +701.93 +70/-90 +794 -90 .70' -90 +701.90 +794.87.8 +701.90 +76 -90 +701.90 +707.90 +794.90 +707.90 +70140 .70688.9 +70/ -90 +7 0/40 50.5107 +7883 +/ -54.3 +794.90 +70/40 +1.81.4 +70/-90 +707 +707 -90 +707.90 .701.90 +794.832 +701430 +701.90 .701-90 +794-90 +797892 +701.90 +70/-00 .70/84.3 +701-90 +701-90 80° +1 -58.5 .1.45.8 +70/.847 +701-90 +141.8 .701 -81.2 +701.90 +794 -76.9 +70/.90 +701.69.8 .707.70.2 4707-90 +70140.3 +794 -78.6 +70.90 +70/.75.2 +797-90 +70/.90 +794 -71.2 +794 -90 83" +1.55.7 +1.43.6 +70/407 +707.89.5 41.49.3 +101.71.3 +794.90 +707-72.3 +70/.90 +701.85.3 +7 -86.9 +70/430 +707-76.5 +70/-74.9 +794 -90 +70l -71.8 +70/.90 +707.8.5 +1.67.8 +701.90 TABLE 13: NOTES - 1) 800 SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (psi) for Windows Attached toe Horizontal Frame Assembly Tube T WINDOW HEIGHT Wrodua Width under 23* 2545718' 27394° 30' 33-1/2' 35' 37' Anchor Group Anchor Getup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Gomm Anchor Group Au A9 All All 8 A,C &D A B C & D A B C &O under 23° +7W-90 +70-99 +794-90 +794-90 +70/42.1 +70-90 +794.90 +70178.5 +70/4D +70/40 +70174.3 +7W -4)0 25- 15/19' +70/80 +7W-90 +7 0/40 +713/90 +7(7-90 +7(7.90 +79748.8 +70/-90 +797-90 +70144 +70140 +7940 38.3/8' +7040 +70.90 +70-10 +791.80 +7 (740 . +7W-90 +70'40 +791-90 +70/43 +701.90 +79/410 +70/43 48' +71749 +79'40 +70,-90 +70401 +70-90 +70' -90 +70/90 +701-90 +781 -90 +70/43 +79/49 +70/ -80 56008' +71Y-90 +7 040 +79440 *79440 +7(744) +79440 +7W-90 +70/40 +781.989 +701-90 +70190 +79740 89' +79440 +7 0/90 +79440 +7 (740 +70/-0 +79440 +70-90 +70/40 +70/43 +70/4) +70190 +70143 93` .7 (740 +7 0/90 •7W-90 +7 (740 +71140 +7 (740 +70'40 +701-90 +70/-50 +70190 +701-90 +70140 72" +79440 +7 0/40 +70-90 +79440 +7W -99 +70/40 +70/40 +70/43 +79/ -90 +70/90 +701 -90 +70/40 78' +7 (744) +78/90 +7(7-90 +7 0-93 +79440 +794.90 +79440 +7040 +7W-90 +70/40 +701-90 +707-93 84" - +7W -90 +79449 ; +70-90 +70/90 +7(749 +79440 NOTES - 1) 800 SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE S1E:ET 3 FOR ANY ADDTIONALANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONALANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 1 CO 1 1N z 4 gAfriA a�x4, o4) 0 oz 111,, <F • * - 58705 OF :(4t7 !�13 : Q •• STATE := A LYNN &SUER• P.E. P.8.959705 41111 5 FRAME ASSEMBLY TUBE T WINDOW HEIGHT 10' MAX rADDT5NNAL ANCHOR (4), IF Rte. WINDOW I WIDTH 1� SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE S1E:ET 3 FOR ANY ADDTIONALANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONALANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 1 CO 1 1N z 4 gAfriA a�x4, o4) 0 oz 111,, <F • * - 58705 OF :(4t7 !�13 : Q •• STATE := A LYNN &SUER• P.E. P.8.959705 41111 5 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • .•. • • • ••• • • • • • TABLE 14: TABLE 15: • FOR 6LASg TYtS: • 5) 7/8° L.AMI.10: (01/8 %T • 1 /je°'AIR$1 /8° 4114 - •090'�PVFi.'W8° AN) • • • • • ••• ••• WINDOW HEIGHT --I wiNDow � -- SEE SHEET8134 FOR WD®OW ANCHOR LOCATIONS AND QUANTITIES. • • • • ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• 4WP0ovcu m tteuplylug Witt the -Heroin Idlcg ode Daly,,, MI ulba,. Yqr•± 1.1.4 - Window Width Design Pressure (psi br Single Windows, A8 Anchor Groups Window (MdIh under 23' 2545/10' 27 -3/4' 30' 331!2' 35" 1 3T' Arehor Group under 23' +70/-90 +70590 +70/40 +70590 +701 -90 +70-90 +70590 25-19/18' +70580 +70/40 +701433 +70.90 +701 -90 +70590 +70/43 383/8' +70140 +70/40 +73140 +7050 +701-80 +70590 +70/40 48' +73140 +70/40 +70590 +70/40 +731 -90 +70/-90 +70/ -90 50410' +70/40 +70/-90 +70/40 +70590 +70/40 +70/-90 +701-90 80' +70590 +701-90 +70/-80 +73140 +70/40 +70 5880 +70584.8 83' +70/-90 +70140 +70/40 +70/40 +70/472 +70/44 +70579.9 72' +70/-90 +70580 +79/89.5 +70/41.6 +80170 +80-89.4 +001-87.8 78" +701-90 +70140 +70 1-88.3 +70178.7 +80 187.2 +80/48.2 +80583.3 84' +70590 +70/40 +70141.3 +80/-70 +60/41.8 +70590 +701.90 TABLE 15: • FOR 6LASg TYtS: • 5) 7/8° L.AMI.10: (01/8 %T • 1 /je°'AIR$1 /8° 4114 - •090'�PVFi.'W8° AN) • • • • • ••• ••• WINDOW HEIGHT --I wiNDow � -- SEE SHEET8134 FOR WD®OW ANCHOR LOCATIONS AND QUANTITIES. • • • • ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• 4WP0ovcu m tteuplylug Witt the -Heroin Idlcg ode Daly,,, MI ulba,. Yqr•± 1.1.4 TABLE 16: Design Pressure (pat) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23' Window Width under 23' 25-18/18' 27 -314' 30' 334/2' 31P 37' Arehor Group Anchor Group Anchor Group Anoho Group Anchor croup Anchor Group Anchor Group Aaoho/ Group A B C D A B C & D B A.001.1 A B C &0 A 0 0 &0 B A,0 &0 8 A,000 +70/40 under 23' +70790 +70/40 +70590 +70140 +70/40 +70590 +701-90 +73140 +70590 +70140 +701-90 +70590 +70580 +70590 +70140 +731-90 +70590 +70140 +70410 2815/18' +70/80 +701-90 +70/80 +70/-90 +70/40 +70140 +70140 +70140 +70540 +70.90 +70590 +70590 +70590 +70590 +70/.90 +70599 +7050 +70590 +70/40 38 -310' +70780 +70571.8 +70/40 +701.90 +70141 +70-90 +70590 +70140 +70/40 +70/-80 +70590 +701.90 +70180 +10140 +70/80 +7040 +70/40 +70/410 +70140 49' +70/-73.1 +587.3 +70180 +70580 +184.9 +701-90 +70590 +70180 +70/40 +70/40 +70147.8 +701 -90 +70-80 +70 1-78.8 +70/-80 +70190 +70590 +70/48.9 +70580 80.818' +/49.3 4 -84.3 +701 -90 +701-90 +581.4 +70180 +70140 +701-90 +70140 +70590 +70/43.2 +701-90 +70190 +70174.8 +70590 +701492 +70590 +70 584.3 ►70590 e0' +538.5 +545.8 +70/434.7 +70/40 +1-51.8 +70/-81.2 +70/40 +70178.9 +70/.90 +70/492 +70/ -702 +70180 +70140.3 +582.9 +70580 +705782 +70/48.8 +70571.2 +701434.0 83' +1.555.7 +543.8 +7W-80.7 +70189.8 +549.3 +70 -77.3 +70140 +70/-72.3 +70140 +70/45.3 +588.9 +70580 +701 -78.8 +138.8 +70/472 +70171.8 +70/434 +147.8 +70/.70.9 TABLE 16: E 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Deelgn Pressure (8059 for Windows Attached to a Horizontal Frame Assembly Who Window Width under 23' 25-15/18' 27-3/4' 30' 334/2' 35' 37* Anchor Group Anchor Group Arehor Group Anchor Group Ancho Croup MOW SUOUp Anchor Group AS All MI All 0 A,C &D A B C &0 A B 0 &D I48' �i under 23' +701-90 +7040 +70/-90 +70590 +70/•82.1 +70590 +70/40 +701.78.5 +70/40 +70/40 +70/ -74.3 +705 2815/10' +70190 +70.90 +70590 +70540 +70/.90 +70/40 +70/48.8 +70140 +70/40 +70/44 +70/-90 +70140 383/8' +701 -90 +70590 +70140 +70/40 +70140 +70/40 +701-90 +70580 +70580 +701410 +70590 +70/40 +70540 +701.80 +70/40 +70/-90 +701-90 +7040 +70/40 +70/80 +70/43 +70/.80 +70/.90 +70540 5043/8' +70540 +70/40 +70140 +701.90 +70-80 +70/40 +70540 +70/40 +70(40 +70/40 +70/40 470540 or +70/43 +70540 +701 -90 +70/-90 +70/40 +70-80 +70548.8 470 -98.6 +70.80.8 +70144.8 +70/44.8 +79/44.8 83' +7050 +70/40 +70590 +70/40 +701472 +70/4772 +70/.84 +70534 +70184 +70179.0 +70/49.9 +70179.9 72' +70/40 +70540 +70/48.6 +70141.6 +60/70 +601-70 +60140.4 +00/-6.4 +80/49.4 +80187.6 +50147.9 +80147.8 78' +70543 +70/.0 +70/49.3 +70/49.7 +801472 +80/47.2 +80/36.2 +00135.2 +80/452 +50143.3 +80543.3 +80143.3 84' +70540 +70540 +70/41.3 +80570 +80/41.8 +80/41.8 E 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR W44DOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDmONALANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDmONALANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10.3 0 • ti ots • 89 • I ^2 � O a o co co 0 o {- 0 z z or • ti U (0/j) Ac I m a0/ n ta'L AJ a p <XLL Oy O d0 1111/17// VN) d11j'� No. 58705 • --u -;13% ST TEOF - 4'- A. LYNN MO.LER. P.E. PE.988705 FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR r (4),17 REQ. 78010031 HEIGHT I 10'-M7-AX. 1 - Y Y� SEE SHEETS 1 & 4 FOR W44DOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDmONALANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDmONALANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10.3 0 • ti ots • 89 • I ^2 � O a o co co 0 o {- 0 z z or • ti U (0/j) Ac I m a0/ n ta'L AJ a p <XLL Oy O d0 1111/17// VN) d11j'� No. 58705 • --u -;13% ST TEOF - 4'- A. LYNN MO.LER. P.E. PE.988705 •• • • • '' •' • ••• • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • .•. • • • ••• • • • • • TABLE 17: under 27 28. 18/18' 38317 46• 60.8/9` 60" 83 72• 76* 84• TABLE 18: I I 1 under 27 +90/-130 *80%130 +90!-130 +90/-130 +901130 +9g/ -130 +801 -130 4901130 +90%130 +981 -130 Design Pressure Wsfl br Single Windows, All Anchor Oroupe 2549118" +901 -130 +•0/•130 +9g/ -130 *901 -130 +90/-130 +9g/ -130 +901 -130 +901 -130 +90/ -130 +901-130 A under 23" +7790 25-16/16• +701.90 38.3/8` 48" 99.518" +701 -90 +76731 */ -89.3 00" +/ -58.5 633" +145.7 273/4" +901 -130 +901 -130 +901 -130 +90/ -130 +90/-130 +86 -130 +90%130 +90 /-130 +901-130 +80/-130 under 23" Anchor Group 8 +7790 +70/-96 +76-71.6 *157.3 Window Width 30' +931 -130 +87430 +90/- -130 +90%130 +901.130 +00/ -130 +90!-130 +901 -130 +90/ -130 . +901 -130 334/2` +90/ -130 +90(.130 +9g/ -130 +031 -130 +901 -130 +90/-130 +97130 +901 -130 +90/•128.2 +90%118.4 37 +901-130 +901 -130 +901 -130 +97130 +901 -130 +901.130 +901 -130 +801.124.6 +901118.7 C +70/ -90 +761.19 +70/-90 +70/.90 *76.90 D +70/-90 +701.90 +70/40 +76.90 +70/40 +/ -45.8 *70.84.7 .701 -90 A *701.90 +701 -90 +76.81 084.8 '181.4 '1 -51.8 0.43.0 +7680.7 +7689.5 +/ -49.3 25.15/18" 37" +901 -130 +9%130 +90/ -130 +9/-130 +90% -130 +901 -130 +90/-130 +90 -118.7 +90/ -109.9 C" FAR SS T EB • • '; • • 8) 7/8° LAMI. IG: (3/16° AN ±1/4° R - 3/16° A110.090" SC 3/ 6; AN) 8) 7/8" LAMI. 13: (3/16" 1'- •174 "9AIR - 3111!°'4111 "Aft" SGT' 3/16° AN) WINDOW HEIGHT mom SEE SHEETS &4 FOR WINDOW ANCHOR LOCATIONS AND OUAP TJ fl99 •• • • • •• ••• • • • • • • •• • • Design Pressure (psi) tar Windows Attached to a Vertical Frame Assembly Tube Anchor Group B +701.90 +7790 +7640 +76-90 +76-93 +7641.2 C &D 473/ -90 *76/-90 +76.90 +76.90 +7640 +70/-90 27.3/4` Window Widh •• • • • • ••• •• • • 14 4pprotzdeecomplyi7 slid Ow 1,1•1•7 haid1 B VIOLDate 4. -n- C0r it - YA►' 3 bl and •.de • • JC���' 87 Anchor Group 8 +7790 +76-90 +76.90 +76-90 +701-90 +7678.9 +77713 +70/40 +76 -72.3 A C & D +77 +76.90 +70/43 +7( -93 476-90 +76 -90 A +701 -90 +701 -90 +7790 +76.90 +76.90 +76.89.6 30" Anchor Group 8 +78'.90 +76 -93 *7740 +701.87.8 +7683.2 +701-702 +7640 +701. 85.3 +/48.9 TABLE 19: 1 1 under 27 25.16118' 38.3/8• 48' 608/6 60" 63' 72' ' 76* under 27 Anchor Group A9 +70/40 +7793 +70/.80 +76 -90 +76.90 +70/-90 +70/40 +70090 +7640 25- 19118' Anchor Group AO +76.90 +70090 +79090 +70/-90 +76.90 +70/-80 +7680 +76.90 +76.93 27 -3/4' Anchor Group A9 +76.90 +701.90 +76-90 +76-90 +76.90 +73199 +76 -61 +70T -93 +76.90 +70090 +70090 +70090 Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tube 30" Anchor Group All +76-90 +70/-90 +7640 33-1/2' Anchor Group 6 +70/.82.1 +76-90 +76-90 Window Wlrplr Anchor Group A,C &D +76-90 +701.90 +76.80 A +76.90 +76.88.8 +701-90 35* Anobot Group B +700 -7 &8 +701.93 +7g/ -90 C & D +7W-90 +70/40 +701 -90 37' C &D *716.93 +76.80 •701 -90 +76.90 +76.90 +70/-90 A +76.83 +76.93 +76.90 +7740 +76.90 +7680.3 33.1/2' Anchor Group B +701.90 +76 -90 +76.10 470/.90 +76.90 *76.79.8 +7790 +70078.5 +76.749 A +70140 +70/44 Amcor Group B +7774.3 +76-90 C &0 - +76.90 +76.90 +76.90 +70140 +70/40 +76.90 +70/40 +70%90 +76-90 +76.90 +76.90 +76.90 +76.90 +701.90 +7640 +76-90 +76.90 +76-90 +76.90 +76-80 +76.90 +76.90 +76.90 +76.90 +701.90 +70/40 +76.80 +76.90 +70/-90 +701-90 +701.93 +76.90 +76.93 +70090 +70090 +70090 +7640 +70140 +70/40 +7W-90 +701 --90 +701 -90 +76.98 +70/40 +76.90 +701-90 +76.90 +70/-90 +70090 +701.80 +701.90 +701.90 +76.90 +7690 +77.0 +76-90 +76.90 +7740 +76-90 +76-93 +76.90 +76.90 NOTES; 1) SEE SHEET 4 FORADDRIONAL SAMPLE OONFIGURA7IDr48. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS, C &O +76-93 +76.90 +7640 *76.90 47314) *7640 +7840 35" Anchor Group 8 *76.90 +7640 +76.90 +76 -90 +76.892 +76.752 +70141.8 A, C 81 +70%90 +70V -93 +76.90 +76 -9g +76-90 +70/40 +76.90 A +70!-90 +70%10 *76.!0 +76,90 +76-90 +7680 37" Anchor Group B +70/40 .76.90 +70/40 +70149.9 +7684.3 +76 -71.2 C &D +76.10 +76.90 +70490 *701 -90 *76.90 4-701-90 +768&5 +147.8 +7680 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTTEB, SEE SHEET 3 FOR ANY ADDmONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 899 SHEET 3 FOR ANY ADDMONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. N co 2 0 SIGN PRESSU 11111 �••‘ �1y IYNN /I / //i .. i No. 58705 . -a O LL 5 TABLE 20: Item 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 31 32 33 35 35 37 38 39 50 60 61 62 63 64 70 72 80 81 82 B3 84 85 86 87 89 • • ••• • • • ••• •• •• • • • ••.•• • • • • • • • • • • • • • • • • ••• • ' • • • • • •' • • ••• • • • • ••• Dwg. 9 7002 7071. 7003 7038 7009 7078: 7072 7070 7024' 7026• 7014 7013 7015 7028 7027 7030 7031 7051 7032 7033 7023 7050 1713 1714' 7036 7042 7059 1224 1225 7006 7040 1635 320 134 7004 1157 Description Main Frame Head, Sill & lamb Anchor Plate Sash Top, Bottom & Side Rag Frame Corner Key Sash Corner Key Frame Gasket Sash Corner Gasket Bulb Weatherstrip .187° x.275° Maxim Multi -Point Lock Lock Support Plate Multi -Lock Keeper Tie Bar Guide Tie Bar Assembly Maxim Oyad Operator, W W. 24" Maxim Dual Arm Operator, W W>24" Operator Gasket Operator Sacking Plate Operator Spacer Blocc Stud Bracket Operator Track & Slider (Dual Arm) Egress Hinge (Heavy Duty), Maned. by Truth Egress Hinge/Washable (HD), Manuf. by Truth Snubber, Anti - blowout Clip Dura Seal Spacer Setting Block 5/32" x 3/16°x 1-1/4° Setting Block 5/32" x 7/16° x 1 -1/4° Land Bead 8 Lam! Bead C Lam( Bead D Vinyl Bulb Wstp (Thick) Vinyl Bulb Wstp (Thin) Dow 899 Silicon Backbedding Screen Frame Screen Comer Key Screen Cloth Screen Spline Screen Spring Add -on Flange Frame Assy Tube 0832 x 1/2° Ph. Pn. Mach. SCrTYPE 88x1/2° Ph. Pn. SMS 08 x 5/8° FI. Ph. SMS 08x 7/8° F1. Ph. SMS 88x 1° Fl. Ph. TEK 88 x 1° Quad Pn SMS 08 X 1-1/2" Quad Pn SMS 010x 1/2° Ph. Pn. /TEK 810.24x 9/16" Ph. Pn. TYPE F 812 x 1° Ph. Pn. TEK Material 8083.76 Alum 8083 -T8 Alum 6083 4B Alum Steel Steel Vinyl Foam Vinyl Foam Flex PVC 70 Steel Sleet Steel Nylon Steel or S8 Steel Steel Vinyl Foam Steel Nylon Steel Steel Steel Steel Steel Steel EPDM EPDM 0063 -T6 Alum 6083 48 Alum. 6083 -19 Alum Flex PVC 70 Flex PVC 70 31054114 Alum. Fiberglass EM. PVC Stainless Steel 6+16 Alum 8083 -76 Alum Stainless Steel Stainless Steel Stetntess Steel Stainlees Steel Stainless Steel StaWess Steel Stainless Steal Stainless Steel Stainless Steel Stainless Steel ASSEMBLY DETAILS AU. DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 • ••• •• • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• ••• p1; • • • • • ••• •• • • SASH CORNERS do • • • 2.815` • • • • • • • ill • OFRAME HEAD, SILL & JAMB #7002, 6083 -T6 FRAME CORNERS INTERIOR �( 1388' L .o 8r J -T 2 ANCHOR PLATE #7071, 6063 -T8 .885" 0 BEAOIB #7036, 6063-T6 �� I .172' .870' -- .050" --I I- - .tier 37 BEAD D #7069, 6063 -T6 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOkIS. FL 34274 CERT. OF AUIH. 829296. Revised By: Date: Revised.8y; Dote: 1.169' 2.139• 3 SASH TOP, BOTTOM & SIDE #7003.6083 -To .04‘7' tow* .423" —.4 FIXED 0 SCREEN FRAME #7006, 6063 -T6 .823' .080' p Mir BEAD) 3 . #7042, 6083 -T6 Rene! is Rovislorc .129' --►' 1.124' F. 2.701' 1 .093" 71 FRAME ASSEMBLY TUBE #7004, 6063 -76 .093' 2.203" -r-( IB .053' J- OADDON FLANGE #134, 8063 -T6 4Pproved a° complytag 6114 roc Florida fa C „e Date %. *OAS .4i3'i[43i Decamp&& Orocn 9 BOM AND CORNER VIEWS I J ROSOWSKI Bas: CASEMENT WINDOW DETAILS - LM & SM I 0� 08/08/12 Series /dlodet Swhe S'hsth Drawing No. CA -740 I NTS 110 OF 10 I MD- CA740 -LM • I COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 (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 of1he 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 -740F Fixed Casement" Aluminum Fixed Window -- L.M.L APPROVAL DOCUMENT: Drawing No. MD- CA740R LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, 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. MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 -2590 F (786) 315 -2599 www.mIn m id ede.aov /economy MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. , • •••• • • LABELING: Each unit shall bear a permanent label with the manufacturer's nam o! logo,„ t itf r' ttate, model/series, and following statement: "Miami Dade County Product Control Apifrat4d' , unless otherwise • • • noREEWAL of this NOA shall be considered after a renewsl application has been•le�ltl'nd the :eiiasbeen • • • .... no change in the applicable building code negatively affecting • the performance of thismoduct. ■ • . • . • • TERMINATION of this NOA will occur after the expiration date or if there has btan'a'revisioti or change in the materials, use, and/or manufacture of the product or process. Misuse of this Irdrai an eodorsgment of any product, for sales, advertising or any other purposes shall automatically ternlinate this NW. ?allure • • to comply with any section of this NOA shall be cause for termination and removal ds'JjjeA. :••• • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Fltit, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • NOA No. 12-1218.11 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- CA740F -LM, titled "Fixed Casement Window Details — LM ", sheets 1 through 11 of 11, dated 08/08/12, 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 along with marked -up drawings and installation diagram of a series CA740F aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -7063, dated 09/17/12, 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 (I2.ER) ' ••••' • • E. MATERIAL CERTIFICATIONS ICATIONS • • •• • • •• • 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNtmeurs & Cb., Inc. • • for their "DuPont Butacite® PVB Interlayer" dated 09/08/11,4 Wing oni1. /41116. � p34 8 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont D urs �o. Inc Inc. • for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiflg'on O1S14M# F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010 dated Dedmb1 . 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn*Mitler, P4;. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12 -1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. • • • • G. OTHER 1. None. E -1 Manuel Pere Product Control NOA No. 1 -1. .11 Expiration Date: April 11, 2018 Approval Date: Apri1,11, 2013 • • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• •v • • • • • • • ••• • • • • • • ••• GENERAL NOTES: SERIES 740 IMPACT - RESISTANT FIXED CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' U4 THE HVHZ, THE OUTBOARD UTE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS 114 MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SEE TABLE 3. SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1 -IPr THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2` THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SUET 4. NARROW JOINT SEALANT IS USED 014 ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 15 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT I8 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 81300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 61300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 -1/3%a STRESS INCREASE HAS NOT BEEN USED IN 711E DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 8) REFERENCES: TEST REPORTS FTL -7063, 3579. 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOD; ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 0.10 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4" MAX. 50' WIDTH 93' VISIBLE LIGHT WIDTH (DLO) 1 — "- B, SEE SHEET 2 • ••• • 0 • • • •• • • • • • • • • • • T118` LAMINATED GLASS STACK .010' DUPONT 9118•ANNEALSD OR BUTACITEPVB HEAT3TRENGT11 Br ANNEALED 111.-1 I1 OLASB • • • ti 11H8•L1LA88 • • • • • NTH SHEET 2 A, SEE IF JAMB IS OVER 60*. IF JAMB IS 4* Ai •• © • Q ur GLASS TYPE 1 716' 10)11. CRASS SUCH 6•AIRBP •: * I/ OWAL00OR �I TEMPERED MASS © A 69" VISIBLE LIGHT HEIGHT (DLO) f 23` O.C. MAX. IF r HEAD OR BILL 1S 80` OR LESS. 8 1^' O.C. MS HEAD OR SILL 18 OVER 60". TYP. ELEVATION OF FIXED CASEMENT WINDOW TABLE 1: Ctwa Types ISherd 0 3 4 6 7 8 6118' LIEN (118 An - .080" PVB -118 An) 7/18" La1N 8 An - .090` BOP - 3/18 An) 7/16" Land 0116 H8 -.090" SOP -3/16 HS) 7/8" Land. 10 (1/8' An - 7/16' Air -1 /8" An -.090' PVB -1/8" An 7 /8e LamL 10 ( 118• T - 7/18' AU -1/8' An -.090' PVB -1/8' An 718" 1-411111. 10 (3/16" An -1/4' AIr - 3/16' An -.090" SOP - 3116' An 7/8' Land. 10 (3/16' An -1/4' Air - 3/16' HS -.090' 8GP - 3116' H8 7/8' Lam). 10 (3/18" T -114' Alr -3/16' An -.090' SOP -3116' An 7/8' LamI. 10 (3716' T -114 AIr - 3/16' H8 - .090" SOP - 3118' 148 GENERALNOTES........,.-- ... -_._1 ELEVATION 1 .GLAZING DETAILS. 1 INSTALLATION 2 ASSEMBLY TUBE DETAII IY 3 ANCHOR SPECIRCATWNB..... -. 4 ANCHOR QUANTITIES_. 4-5 DESIGN PRESSURES two ASSEMBLY DETA0.8/S0M.._.... -11 6 8 9 10 7 8 9 8 9 00 ILO ASV DUPONT SOP VW ANNEALED OR HEATSTRENOTHENED GLASS 11/16" GLASS 817E GLASS TYPES 2 & 3 7B•KOLL _ S/IO'LMOUATED MASS STACK MASS STACK WY ANNEALED 02188 1/4'AR:SPACE VW ANNA .090. DUPONT BUTACITE PVB WANN@ALED CRABS 11/16' GLASS GLASS TYPES 4 & 6 71{8'IAMINATED OIASS STACK 9N8' ANNEALED OR HEATSTRENOSHENEO MASS DUPONT SOP 3I18-ANNPALSD OR HEATSTRENOTHENEO GUM 11/16' GLASS BITE GLASS TYPES 6 & 7 70 NOIL I H { 0IA8887A 7118'LAEIINATEO CK 1^'� -- MAW STACK 9H86 ANNEALBDOR REAT4TRENOTHENED Ot.A89 DUPONT SOP 3116' ANNEALED OR REAT.8158NOTHISIRD GLASS KW/Ba7OS 1070 TECHNOLOGY DRIVE N. VENICE, FL 34278 P.O. BOX 1529 NORONIS, FL 34274 CERT. OF AUTH. 029298 GLASS TYPES 8 & 9 Revised Bp: Dols Ravish= Revised B1' Cole: Approved as complying MI5 Ow Florid tlaldIn C• Coe - 10. V4t:M1� -- 61 ; By A. 6 Drawn own 9y: GENERAL NOTES & ELEVATION J ROSOWSKI FIXED CASEMENT WINDOW DETAILS - INN 08/08/12 Seri/Modot Salle: Street: 1 mowing No. Ravi CA -740 NTS 1 OF 11 1 MD- CA740F -LM • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • . • • • • • • ••• INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EDGE DISTANCE EDGE DISTANCE EMBEDMENT AS REQUIRED PER TABLE 3. SHEET4 INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. \ SEE TABLE 3. SHEET 4. WINDOW HEIGHT EXTERIOR VI8 BLE LIGHT HEIGHT (D1.0) BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. CONCRETE/CMU PER ANCHOR REQUIREMENT • ••• • • • • •• • • •• • • • • • • • • • • • • • ••• • • •• • • • • • • • • IP • • •• • • • • •••• • • • • • • ••• BUCK WIDTH • •• ••• •• • • • • •• •• • • • • • • • • • ••• •• INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL AS REQUIRED PER TABLE 3, SHEET 4 EDGE DISTANCE EMBEDMENT OPTIONALAODON FLANGE 83 HEAD. SILL & JAMBS SEE DETAIL A1, BELOW NOTE(: 1) USE ONLY SUBSTRATE- APPROPRIATE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY BIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1 -112' THICK ARE TO B8 CONSIDERED IX 10" MAX. —+-L INSTALLATIONS. IX W0013 BU•103 ARE OPTIONAL UNIT MAYBE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 -IOU THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION I8 THE RESPONSIBIUIY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNE88 TO BE 114'. VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A 1X WOOD BUCKBTRIP, SEE NOTE 2. THIS SHEET. 114• MAX SHIM INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH IX BUCKSTRIP INTO MASONRY. •CONCRETE PER ANCHOR `•- REQUIREMENT ••' VERTICAL SECTION B -B EMBEDMENT ♦ ��111" I I III II,� /y •VCENSF' No. 58705 �•' � 3 13 � '•tt1�= BTA E ti . A. LYNN M81ER. P E. P.E.008705 NOTE& 1) WHEN INSTALLING COMBINATION UNITS, ADDTRONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH BIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: AdSOaol Anchors Reyu*al as each Side mlhe Frame AeeemNy Tube (PM) a Whabw Widih Aaohm type A 8.080 iT -22.0• 0 0 28' -280' 0 284 a 1 HAIBM Aaohor Typo A 8. 3D 1T -22.0' 0 0 23•.280' 0 28v 812 STEEL SELF- DRILLNG 8M8, SEE TABLE 3, SHEET 4. DADE APPROVED MUIUON,ALUbINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR VISIBLE UGHT FORMULAS WIDTH: WNDOW WIDTH -7. HEIGHT: WINDOW HEIGHT -7 Revtssd By: Dote: Revision: Revised By: Dote: Rolston: Approval se cmaplylag ooh Ilse Reside s aldl Dale ,, ' No USW ad Ito 7 1. 4 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1528 NOKOMI3, FL 34274 GENERAL NOTES & ELEVATION MOM By: J ROSOWSKI. Dole: • 08/08/12 CERT. OF AURA. 029208 Taw FIXED CASEMENT WINDOW DETAILS - LM Sarys/fdadeh Saoho Sleek Dmoo*n0 No. CA -740 NTS 2 OF 11 MD- CA740F -LM Rao • • •• •• • • • • • • • • • •. • • • • • •. • • • • • • ••• • • • • • • • •• •• • • • • • • • • • ••• • • • • ••• FIXED CASEMENT (0) 1 WINDOW HEIGHT 1 ,„J WINDOW WIDTH FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW 812E AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, 5112E7 4. 3) FROM SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS 4) DIMENSIONS SHOWN ARE TIP TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 00 1110 TABLES. 5) USING THE TABLES LABELED "WINDOW ANCHORS REQUIRED' (TABLES 2A & 28, SHEETS 4 & 8). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. FIXED CASEMENT / CASEMENT (OX) AWNING /. CASEMEI ;! F 4ED CXEMgNtt (XXei • • • • • • ••• ••• ••• 740 52111E8 _.-A M NG / W - _ I ♦ [' •• • • • •• ••• •• ---0 AMY_• --e6 - • • • • TUBE* • • • • 10', SEE NOTE 7, - - -�:- 0 • • • • • .G • • THIS SHEET �- - • • • • � • \• ••• • • \ 740 SERIES —CASEMENT —. WIN—.- FIGURE 1: I� f ' \ / / ICI 7401 740 SERIES - FRAME SERIES FIXED ASSEMBLYCASEMFM CASEMENT TUBE wiNDOw• WINDOW 7 FIGURE 2: 0 • • ••• • • - ►E FRAME ASSEMBLY.._,,,.� E TUBE x`40 SERIES FIXED CASEMENT WINDOW --`e.. 800 PRODUCT'S NOA FOR INSTALLATION SPECS MN. 012 X r SMS THROUGH INSTALLATION 1101.08 740 SERIES FIXED CASEMENT WINDOW FRAME ASSEMBLY TUBE I0RIZONTAL SECTION C•G MN. 012X 1* MS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW MIN. 012X I' SMS THROUGH INSTALLATION 8) THE FRAME ASSEMBLY TUBE IS HOLES Ra REQUIRED 70 00CUPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER Approved at complyta3 tsith the Florida Main, , C. Date NOAO Ha MI ; Dale Pt !CM•tlro FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP TO -TIP DIMEN810N8 FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT. AWNING OR FIXED 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 IN THE COMBINATION UNIT MUST 08 ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. 012 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 8) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 82' IN LENGTH (AS USED W A 83' FLANGED WINDOW) OR BE USED IN TEE OR CR088 CONFIGURATIONS. FOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL. SECTION D-D VERTICAL SECTION E-E 1) DETERMINE EACH INDMDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 8.10. FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "WINDOW ANCHORS REQUIRED' (TABLES 2A 828, SHEETS 4 & 8). THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPUES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP-70-TIP. FOR 8¢E8 NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) US1N0 THE TABLE LABELED 'WINDOW ANCHORS REQUI RED' (TABLES 2A & 28, SHEETS 4 & 8), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2 -3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED (SEE SHEET 2), AND THAT MIN. 012 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 7) FOR ALL COMBINATION UNITS. ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTAU.ED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: AddllonalAtmhota RagWmd on each Side NU* Frame Aeeen*ly Ube (FAT) LL Wlndwr W G3 Anohot Type A B,C &D 11' - 230' 0 0 23' 0 28Y 1 LL 1 Window Anahot Type A B,C&0 17'•22.9' 0 0 2T•2.8' 0 1 28• O 1 J z M 1{. 0 M 1`) O Q :;,��'• . FLOR109: Co 7 L .� �,,l,ONAttttt &LYNN M LLER, P.E. PE 968705 • • ••• • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • •.••• TABLE 2A: Anchor Type under 23" Long Side Shod Side 25.15118° Long Side Shat Side 37" Long Side Short Side Long Side Shod Side 44' Long Side Shod Side 4484" Lo Sida Shat Side 5388' 2 2 2 3 2 3 2 3 2 4 2 2 2 2 3 2 3 2 4 2 5 2 2 2 2 3 2 3 2 3 2 3 2 2 2 2 3 2 3 2 3 2 3 2 2 2 2 3 2 3 2 3 2 4 2 2 2 2 3 2 3 2 4 2 5 3 2 2 2 2 3 2 3 2 3 2 3 Window Anchors Required (3r and Less on Short Side Dimension) Shod Side • ••• • • • • • • •• • • • • • • A B C D A B C b A B CD A B C D A B C D ILII MOM ai 's�a� ©siss�silFS�as->.©t��WARM 11 1122222 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 3 3 3 3 3 3 3 3 3 T 4 3 3 3 3 3 4 3 3 9 4 2 2 2 2 2 3 3 3 3 3 3 3 3 .3 3 8 3 3 3 3 4 6 3 3 4 5 c> .�.-stic>�ztL7itGltzlz.>tE�7E7 3 3 3 3 3 3 3 • • •• • • • • • • • • • • ••• A B C D L. x Side 4 5 3 3 4 5 3 3 Shod . de 2 2 2 2 2 2 2 2 Long SIde 4 8 4 4 5 8 4 4 1�1��0�10<l ©� ®B 8 3 3 11117717773: ��ee� Hit 4 4 888 4 4 8 7 4 d 8 T 3 3 3 3 4 3 s 3 31 3 3 3 3 3 3 1 3 4 3 • • •• • • • • • • ••• • • ••• • •• ••• •• • • • • • • • • •• • • ••!_- • • .1)t E Wm Kills& WINDOWSPERTHE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP-TO -TIP. Sh.. Side 2 2 2 2 2 2 2 2 0 0 - MIa 00 p p 0 O Ell 4 7 8 6 4 63. IMI' EII001dEi1MI0 M11111170s111(MBIE111131DE1 Shod SWe Ell ©Ell Eil©ElrMI Ell © ©MI Ell Ea 0 ©EN ©1 © ©A© Ell Ell 1011/11/11 © `l MI ©© .© IELI II 68- 11,15• IIMISI Shod Sae 5 7 9 6 8 9 6 Long S 5 7 5 5 6 7 8 5 6 8 5 NA 6 8 5 5 7 8 8 6 9 3 3 3 5 3® 4 EN 3 071!2' Shoo Side 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 6 7 0 EN 5 7 8 5 8 7 5 5 8 8 5 8 8 8 7 8 6 7 8 5 7 9 8 Ma or LongSde Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 n 3 3 3 3 3 3 4 IMO MI 3 4 3 6 MI 6 7 6 6 8 8 6 6 8 8 6 6 6 8 7 0 000((! 0 ©M101 ISA 10. Lag We tilde 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 BM In In Shod Long Side ( 6 7 5 5 8 8 5 5 7 8 5 6 7 8 5 7 5 T 5 6 7 9 5 Ini 3 3 8 10 3 4 3 8 10 8 3 6 72' Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 9 3 3 3 3 nB 12 10 5 6 LongSlde 8 7 5 5 8 8 5 6 7 8 5 5 7 8 5 5® 9 5 5 8 10 5 ©E1© ©E7 E7 El E1 MI Ell I 74' Shod Mee iEll pppIMI ©MI ©EU ©�010� ©El E7 E7 El© © �l31o© L• , Side oorI ©iIEllI000lNomoloKILmeIInl111a1oo Ell ©E',l©E MCI III fa LI0 76" toEMWIEN© Shod Stile Ell © ll©© Ell Ell Ell EA El ©EA © Ell ©El Ill ®Q© Ell ©E11 4©©©© i1/31111.111111X31©11:311131E1 oinRAoomoIIMILlILnKAWI MIKE IiMCloiiidi'miLI © ©©©ooILIEl 84• Ell Ell EBI© ©©© Ell ER© ©©©© Ell ©© Ell E©©©©©© 7 7 11 14 8 7 11 14 8 p Raja pip ®faENLII 1 ILI III1 El1 114" Long Side i 9 12 7 7 10 13 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Ill © ©©© ©© ©d1 ©1© © © ©E11Q© / "r7r11�iil[I0 ®EJ 00 ®E2 0L® ®121112 L:m1OiFiKIliIILIIO lmE 3 3 3 134' Shod Side 2 2 2 2 2 2 2 2 2 2 `O�• 2 2 3 al 3 3 3 3 Low 12 1a5 9 17 14 M 149' 9® 9 9 2 2 2 2 2 9 3 3 3 3 TABLE 3: Group Anchor Substrate MIS. Edge Distance 0.C. Distance Ma. Embedment Anchor Piste Required? A 114' steel UWaoon Hollow Bloch 1' 8' 1 -114' No 014, steel SMS (35) or 014, 410 8S SMS S. Pine 518' 1' 1418• No 808316 Alum. 3/8' 0.050 No A38 Steel 3/8" 518' 0.050 No A853 Stud, Gr. 33 3/8' 858" .035", 20 Ga. No B 012, steel SMS (05) or012,410 SS SMS S. Pore 5/5' 1' 1418' No 808345 Alum. 318" 518' .050' No A38 Steel 318' 618' .050" No A853 strut, Gr. 33 318' 518^ .035". 20430. No C 1/4' steel Uttracon 2.85k Concrete 2 -82' 4' 1418' No 2.85k Concrete 1" 4' 19/4' No Hollow Bloch 2 -V2' 5' 012,40881 8M8 (35) 0012,410 SS SMS 8. Pine 1' 1-114' No 14/8' Yas 6083.15 Alum. 318' 518' 1/16' Yes A38 Steel 316' 558' .050' Yea A653 Stud, Gr. 33 318' 518' .045',18 Ga. Yes TABLE 3: (aon1.) Group Anchor Ma. Edge Ralance Min. 0.a Distance 014, steel 8MB (05) or 014, 410 SS SM8 D 114' sleet Ullmcoc 6083.75 Anal A36 Steal A653 Stud, Gt. 33 2.85k Canoreta 2.85k Concrete Fallow Blank 1/4. 410 SS CteteFle% 5118' steel t9lreace Fined BIB 3.35k Concrete Helloes Moak 3.811 Concrete Fallow Back Mad Nook 318' 3/8' 318' 1' 2 -112' 2 -112' 2 -ur I" 2 -tf2" 1 -114" 3.118` 2.1/2" 518' 5/8' 4' 4' 5' 4' 5' 5' Approved as complying AM the Florida l uhltag / - ' .MI eN0ADele O 11Aut:7fl S 1 -y nil 11 By I/ / Ir ,i- 0 2) FOR SRES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) THE WINDOWS SHORT AND LONG SIDE MAY BE INVERTED. 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. Min /what Embedment Pare Yee 1/16' Yes .050' Yes .045•,18 Ga. Yee 14/4° Yea 1.318' 1 -114' 1314' 1414' 1 -1/4' 14/4' 1 -1/4' 1-3/4' Yee Yes Yes No No No No No 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE *ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. SAMPLE CONFIGURATION& x x O IX 10 1 0 x x 1) OPERABLE (X) WINDOWS MAY BE CASEMENT WINDOWS OR AWNING WINDOWS OF THE SAME SERIES. 1 A f■ O_ Cr Cr 1 2 0 8 'mod' 1 U aF % Lei ``111{111 A. LYNN LSLLER.P.E. P.641 6870e • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• TABLE 2B• ••-• Window Anchors Required (Over 37" on Shod Side Dimension) Shad Side • • • •• • • •• • • • • • • Anchor Type` v y 40 . r . - . g . I . - 6 f : . 80" go . . . 8 3 ° - or -14,4 - e C b•• A 8 C D A B G D AB C D A S C O A B� B O C D A B D A B C C D C D A S CA : Lon' Side 2 2 2 2 f 2 2 2 2 2 2 2 2 2 F48I11(✓.nEaeeF.a��IIWFltJIJ AI WA �LF1tl� 7 6 2 unde'23• 3 3 5 3 3 4 6 3 .3 4 5 3 3 LI 8 LI 4 5 8 4 4 5 6 r l �: 2 2 EA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 ICAVII611 ' 25.16(18• ii ®I017IENEMILMI ESDLILIQ7LIiRL43rfi4)ta ©Li 0 ©ELI ©_____ OLI% MIITIMILI91 ���7 m ttiVIE'11'111PT PMI�I,� Long Side 3 3 3 3 3 3 ® ©© LII 6 35" Shod Mde 4 3 4 • ®�0� 8 01 37" ShootlSide 3 4 3 3 4 5 3 3 5 3 3 5 7 4 3 5 7 4 4 6 7 4 4 8 8 �] 3 3 5® 1 8 10 5 3. 3 Long Side 4 5 3 3 4 6 3 3 4 3 3 4 5 3 3 4 6 3 3 4 5 3 3 4 5 9 3 4 5 44" Shot Side 3 4 3 3 4 5 3 3 5 3 3 8 7 4 4 8 7 4 4 8 8 5 4 7 8 6 4 7 9 Long Side 5 6 3 3 5 8 3 3 5 3 3 5 6 3 3 5 6 3 3 6 8 3 3 5 8 3 3 5 8 3 Q 8 6 P 44.114" Shod S i d e 3 4 3 3 4 6 3 3 6 3 3 8 7 4 4 8 7 4 4 7 8 KA ©LILImOWA1:11i�0LlttIM1I 4 ©V ©OLIiggitimiLitls7[liimiim RA Ell 5 8 �' 5 4 7 H I D ____ 11111KM NMI 9 6 6 7 9 � 17WMWI11 5 [117 Ell Ki(omo 8 • 1 • WWII VI' v 0' tm 4 1 5 53.148• Shod Me 3 4 3 4 5 3 3 Li 8 3 3 8 4 4 6 7 4 58" Lon' Side ILEMMEINLIIIENIENCIMII Long Side 0 7 8 9 4 5 4 4 6 7 8 5 MIER 9 5 4 MI 6 7 8 5 tI EMI 9 5 4 6 7 8 10 5 KIIEZIONEIHEIN21 5 4 8 7 8 6 0 5 5 6 HEEL' 5 8 10 10 8 6 6 8 7 9 6 5 8 11 6 5 1 8 0 63" Shod ; +de 3 4 3 4 5 3 3 5 6 3 3 r 8 7 4 4 8 7 4 '4 7 5 5 8 32 7 9 6 6 5 10 8 5 5 10 6 5 8 11 6 6 8 8 5 8 1 5 5 8 1 6 5 8 11 8 10 8 6 g 8&13116, L. , Side Sho Side 3 4'3 3 4 5 3 3 5 6 3 3 6 7 4 4 67 4 47 8 6 4 7 9 5 5 8 9 5 5 11 11 6 5 Long side 8 10 5 5 8 10 6 6 8 10 8 5 8 11 6 5 8 11 8 5 8 11 8 5 8 11 6 5 8 11 5 8 87-112" Shod Side 3 4 3 3 4 6 3 3 6 8 3 3 8 7 4 4 6 7 '4 4 7 8 5 4 7 6 5 4 7 9 5 5 11 8 5 Long Side 8 10 5 6 8 10 8 6 8 11 8 6 9 11 6 5 9 11 8 5 9 41 8 6 9 11 6 5 9 11 5 68" Shod Side 3 4 3 3 4 5 3 3 6 8 3 3 8 7 4 4 6 7 4 4 8 8 5 4 7 9 5 4 7 9 5 6 Lon' Side 8 10 8 5 8 11 6 5 9 11 0 8 9 11 6 8 9 11 8 8 9 11 6 8 9 11 0 8 9 11 5 7.0" Short Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 4 6 7 4 4 8 5 5 4 7 8 5 4 79 Long Side 8 10 5 5 9 11 8 8 9 11 5 8 9 11 8 6 9 11 8 0 9 11 0 71 9 11 8 8 9 11 6 5 Short Side 3 4 3 3 4 5 3 3 6 8 3 '3 6 7 4 4 8 7 4 4 8 8 4 4 7 8 5 4 7 9 Long Side 9 11 6 5 9 11 6 6 9 12 7 8 9 12 7 8 9 12 7 8 9 12 7 8 9 12 7 0 74• Shad Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 4 0 7 4 4 8 8 4 4 8 8 5 4 L .. Side 9 11 8 8 9 12 7 8 9 12 7 8 9 12 7 6 9 12 7 8 9 12 7 6 9 12 7 0 76• ' Shod Side 3 4 3 5 3 3 8 3 3 5 7 4 3 5 7 4 4 8 8 4 4 8 8 5 4 Long Side 10 13 7 0 13 7 7 0 13 7 7 10 13 7 7 10 13 7 7 84• Shot Side 3 4 3 3 4 6 3 3 5 0 3 3 8 e 4 3 5 6 4 3 Long Side ' 14 18 10 9 114• Shod Side 3 4 3 3 : FOR WINDOW SHOWN BELOW; 7IWANNEALED LAMI. GLA8S,144" MASONRY ANCHORS INTO CONCRETE, +701.80 P8F DP REQUIRED, NO ANCHOR PLATE /IWNWO ANCHORS (SEE SEPERATE NOA' A) FROM TABLE 9, ANCHORS C & 0 ALLOW A DP OF +701 -80. B) FOR THE JAMB. FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. 0) SIMILARLY. 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3. INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). • • • • approved as compyla8 nigh Bw Flmdde uIdlag ad Dalc r4 NOM Mhml Dade Purdue L Do • ASE THIS TABLE FOR ALL WINDOWS PER 1E ELEVATIONS ON SHEET 1. DIMENSIONS TOWN ARE TIP -TO -TIP. ) FOR SIZES NOT SHOWN, ROUND 11P TO THE TEXT AVAILABLE SHORT OR LONG SIDE IIMENSION SHOWN ON THE TABLE. ).THE WINDOWS SHORT AND LONG SIDE MAY tE INVERTED. ) SEE NEXT SHEET FOR ADDITIONAL NFORMATION. FIXED CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & 0 ALLOW A DP OF +701-83.1. IN FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 28, 8 ANCHORS ARE REQUIRED IN EACH JAMB. IN SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER ASSEMBLY TUBE 8110DE OF THE FIXED CASEMENT (HEAD THE FRAME O 1 Az mod' ti U O • • ••• •• •• • • • • • • • • • • • • • •. • • • • • • •• •• • • • • • ••• • • • • • • • • • • • ••• • • • • ••• TABLE I 4: Dastgn Froasura Hal) la B0,gle Wodows, AO Anchor Croups I 89108190 under23° 2819118' 27 -314' 3312' 37' 44' 40-414' 87.110' 88' 83° @ ,J undo/ 23. +70100 +70690 470140 470.80 470180 +701 -80 470/40 +70/40 +701-00 470/30 2640718' +70690 +70190 +70190 +70/40 +70180 +70190 470140 +701.90 +70690 +70680 37' +70190 +70180 +70140 +70190 470140 470/40 +70-00 *70/44.1 +70177 +70/70.1 44' +70190 +70180 *10140 4701 -80 4701.90 +70/40 +70.94.1 +69070 +80147.8 480/41.3 43.114' *70190 479690 +70190 *70180 +70190 +70181.1 +70180.1 401 -70 +80/ -822 5318' +707 -00 470%80 4701.90 +70190 47014.1 +80170 48270 460141.8 88' 470180 +70190 470190 .797.83.2 470177 4801478 460183.2 83' 470190 +707.80 +70.80 +701.78.8 +70170.1 480161.3 76' 470190 *701848 4701-16.7 4+388 01.88.8 84' +70190 +70140.4 470/71.3 4/442 TABLE 6: L SHORT SIDE •• • :FOR G SS,,'tYPES;; 1i- fi /18 a i i1• A 1(1/8 - N - .O96" FIVB 41/8 AM: ••• • • • ••• ••• • LONEi SIDE 17 •• • • • •1 • • • • • • • • • • • • 810E 1) SEE SHEETS 1.4 & 8 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. • • • •• ••• •• • • • • • • • • •• • 8 • •• • • • • • • ••• •• 0.0190 Fawn (pa) Widows 00904109 (9 a Flame Assembly Vibe Window Wmemim'A' under 23* Anchor Ghaip tji fia under 23' 2810118' 37' 44' 40414' 831/8' 68' 82' 76' 84' A8 +70190 +7040 +70190 +70193 +79190 +701 -90 *70190 +70190 +701.90 470190 28.18118' Amha lamp AO +70190 +70190 4701.80 +70190 *70/90 +701.80 +70190 274/4' Anchor Group 33134' 37' 491 48.1+4' 63.,16' 00' Anchor Group Mawr Wary Amcor Croup A0:031 10000 Am91r Amber Stoup 83' Mahar Group A6 *70190 A,060 *70/80 01 476182.1 A.CaO +70190 e +706743 A B 4701.70.7 0/429 C80 +70/90 A 4701-727 B +/389 080 *79.00 A e 0.661 41318 C80 470190 A +140.6 B +441.4 O 4791879 D +700 -90 A 8 4+88.7 +143.0 C 0 *707302 +10149.6 570180 4701.80 +701.80 4707-70.7 470490 +70180 +/44.4 +70/90 +70/90 44868 *70180 +701470 41439 970144 +70190 +70190 414.3 *712-77.3 +70190 *107-90 470490 470.00 4701.90 +7W -90 *701.84 +70190 470190 *70180 +70190 47W-80 +70148.4 *70+410 4701441 +76130.8 +70144.1 *79.77 47W -73.6 +701.77 +70177 +70170.1 *147.8 4101701 *7W40.1 479-90 47W90 +791.80 4701-80 *70180 +70190 +70490 *79141.8 +70190 470/-841 4701.744 *70144.1 *89170 480187.7 *801-70 4801479 +80181.8 4606879 *60147.9 *80181.3 +/-W 470/90 *701.90 +70/90 470/90 *70680 +70/40 470/441 +70194.1 *79144.1 470140.1 +1979 4701461 480/.70 +80181.7 4801.70 480143.2 +1.864 *8043.2 4801432 +79199 470/40 4701.00.1 479144.1 44220 *601.70 4601.70 *601.70 480/40 *801-87.8 +6147.4 460147.6 *70.90 *701.80 470180 5706.83.2 *701.700 +70143.2 4701.77 *70177 +80/479 *80/47.8 462479 +80/432 480/43.2 +80183.2 4601473 *60141.3 •791789 *70470.1 4701 -70.1 4601412 4801419 48041.3 *79144.8 470/40.4 470178.7 +1149 *1409 4488.6 0400 570171.3_ +1442 4/-842 1) THE WINDOWS WIDTH AND HEIGHT WAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. BEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTIFIES. BEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Approved complying BUDl1e PImWa I Cad. Dote 1✓ Y]f ]ai1� 00omIDa Prod9e •.1 1 1 • • ••• • • • ••• . •• •• • • •.• •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• FOR(W ASS'WKS: • • 6) 7 /8° LAND. I©:(1 /8° T:7 6':AIR -a /8b AN A9®° RVB:1/8�ANt) ••• ••• ••• • L SHORT 810E 1 I. LONE SFDE • • • • • • • • • •• ••• •• • • • • • • 1) SEE SHEETS 1, 4 88 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. • • • • ••• •• • 9.19 Approved as complyingatt6 the Fbd1e Dolt ► tx 6 MOAN 161j/ F�Ii ical 1 TABLE 7: Des10n Pressure (psIto: WN6oaa Mashed ID a Fw01O AOe9mN7Tde Deakin Pressen 040 mr81091a Windom, All Ano10 Soups - 23" 28.18110' Muni flIde 37' 000 23• 26.16/10' 274/4' 33412' 30' 44' 48474' 0.701-00 631/8' +760.88 88' 63' £' 9 under 236 +701 -90 +70980 470900 470960 +701-80 478/ -80 +70900 +701430 204016' +70980 +701 -80 +70980 +709980 +70990 +70990 +70980 +70990 070!•90 +70980 37* +70/-90 +70.90 +70990 470990 +70990 9707410 +78980 +70990 +70/87.8 +78979.6 44' +70.90 +70990 470990 470990 +7040 470990 +70700 +70972.7 +9609 +70.80 40114' +701 410 +7040 +70990 +70900 +70/-00 +70140 +7040 +94.6 47040.7 470-90 47088.6 +70140 83.900 +7043 +70990 +70100 +7080 ' +70140 470140 470744 +7040 47040.7 +70990 68' +70.90 +70140 +701 -90 +70740 +70197.8 +7060 0-63.6 +7094 470990 +70990 03' +70.90 97000 870740 1701872 +701-79.9 +7090 +70990 +70740 +7090 +70990 70' +70.90 +70100 *78198.3 +701411 +70 -88.4 470140 +7040 +70190.8 +70-80 +7097.8 84' +70.90 +707-80 47040.3 44' +70 -90 +70990 +70980 +70 -90 FOR(W ASS'WKS: • • 6) 7 /8° LAND. I©:(1 /8° T:7 6':AIR -a /8b AN A9®° RVB:1/8�ANt) ••• ••• ••• • L SHORT 810E 1 I. LONE SFDE • • • • • • • • • •• ••• •• • • • • • • 1) SEE SHEETS 1, 4 88 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. • • • • ••• •• • 9.19 Approved as complyingatt6 the Fbd1e Dolt ► tx 6 MOAN 161j/ F�Ii ical 1 TABLE 7: Des10n Pressure (psIto: WN6oaa Mashed ID a Fw01O AOe9mN7Tde %ado* DImero19'A' 23" 28.18110' 274/4' 33412' 37' 44' 4-114' 631/8' 4' - 03' under Group Group Anchor asap Aih+( 06oup Anchor Shoup AoAor Mop Andhra Group , Anchor Group AO0h•Caoup 0 All AO A9 A.O&D 8 A,C&D 0 A 0 C$D A 6 060 A 8 060 A 8 0 D A 8 C 23' +70900 4701 -90 +709010 +70.80 470921 +70-90 +700 -74.3 +701 -79.2 +4626 +70-80 +70972.7 +9609 +70.80 4188.4 +1 -91.8 470 -00 +90.8 447.4 +70437.6 +70/40 +988.7 +94.6 47040.7 470-90 47088.6 +70140 under 26. 18110' 170990 470.80 +70980 470140 470140 470744 +7040 47040.7 +70990 +70190 +164.4 470140 +70980 0418.0 +70' -90 +7060 0-63.6 +7094 470990 +70990 +/482 +701 -77.3 4147.8 +70409 +70979.8 37' *70990 +7090 +70990 +70740 +7090 +70990 +70.90 +70410 +7040 +7090 +701411 +70 -88.4 470140 +7040 +70190.8 +70-80 +7097.8 +70 -73.0 +707916 470987.8 +701.798 44' +70 -90 +70990 +70980 +70 -90 +70-90 970-90 +70-90 +7046 +70/ Ate +70900 +76990 +70974.4 +70990 48.1/4' 470190 +70140 +70980 470990 +70140 +70/40 +701.90 +701 -90 +701982 +70.90 +70966 +70191.3 +7080 83-110' +70990 470900 +70/ -00 +7040 +70400 47080 +70.90 80' 170990 +7080 +7080 470.80 +70990 070976 470879 03' 47090 92000 +701-00 +70872 +70972 +70492 470/492 NO +70990 47090 +7098.3 84' +701.86 470.86 97091.3 - 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 8 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDmONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL. FRAME ASSEMBLY TUBE FRAME ASSEMBLY TUBE D00EN0ON 10' MAX ADDITIONAL -�',WINDOW ANCHOR DIMENSION ON IF REQ. 89.E SHEETS 1, 4 88 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. CV a O 1 Z 0 AgA ay cj z `•\'0 )Y0/ 4 hii /", tc. No. 68705 • 't/ PONAk- �.'s 1, /111111100 A. LYNN MILLER, P.B. 9.E.1180705 1414t11II 11 0 • . ..• • • • .•• •. •. . •..... • • • • • • • • • • • • • • •• .• • • • • • • • • • • • • • • ••• • • • • ••• FOR GIASS TYRES:• • • 2) 7/16° LAMI. (3/16° AN -VW' 36P - 3 /16 °,AN) • • • • • 6) 7/8" LAMI. IG: (3/16" AN- '114 IPt - 3/16 '•AN • 080" SGP- 3/16" fa) 8) 7 /8° LAMI. IG: (3/16" T - i /4° AI - 3/16.1111 - 11§e?' SGP•'3160 AFI) TABLE I a: DsdgnPossum (pal) for Sla91e Whdows. AOAoh o910199 I Shod Skis under23' 28- 18/18' 28' 31. 112' 34' 40' 84' 80' 83' 87-12' $ o Le 9 under 33' 490 -130 00-130 +80.130 +906130 +906130 4901.130 +906133 4906130 4806130 +891 -130 26-18110' +80 -130 +00-530 +00.130 .81130 +806130 +806130 490.130 .91 -130 .90-130 +936410 0' +006130 480.130 .90.123.1 *9061168 *90.1137 +8061007 4689.1 +688.1 4/ -83.1 41., 7&3 87 -12' 490.138 *81 -130 +901.1201 *806113.9 491.109 .90--97.8 .6 84.8 46 00.6 .1.78.3 46 761 72' *89/ -130 +90.129.2 .901.118.7 .006111.8 480/- 108.0 .80.9&1 +681.3 +6761 4.738 78' +90/-130 +806127.8 4806117.1 4406110.2 4906104.1 481.932 41. 78 +672.6 84' 480 -130 +9064243 480 -114.8 +901 -107.6 4001 -101.3 9689.0 +670.7 114' 400 -139 +806119.8 4907.108.8 +04.101.4 4801.86 41 -73 134' 4906130 1906417.3 490.106.3 +80418 +906926 148' 49061268 480.118.4 400.1033 490 -98 TABLE 9: L SHORT SIDE 1) SEE SHEETS 1.4 & IT FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. • • •. • • •• ••• •• • • • • • • • • •• • • •• • • • • • • • • • • ••• •• Des19n pre+ sus 030 For WI dmu A6aohodto" Fauns Assem1 /Tutee WI ds4* Ohnerolsn'A' under 23* Arohw Soup under 23' 2611918' 87.172' 73' 76' 84' 114' 134' A9 +7190 47190 47090 +7140 47190 47090 ' *7190 *70140 .7140 28.19!10' Anchor Group AB +7190 47190 *7180 47190 .7190 *7100 47190 +7180 29' 31.172' 34' 40' 84' 80• 83' Ano1wr Grosp Arohor Sloop Ando/Dro p Anchor Stoup Anchor GrOup Am80 fi070P A8 47180 *7190 *7180 +7190 A.08D +7180 *7193 • +71•7.4 x70/•90 8.080 .7(0.90 +7190 8 +7140.8 +78/40 A *7187.7 .70.771 S *1467 *7040 CEO 470490 *7140 A 4686 +66/8 6 4660.6 47180 C60 +7190 .1140 A 4/-888 +681.8 6 +60.8 +7181.2 0 47144.7 470680 O +7140 47190 A 4149.7 H -49.3 B +642.0 *10.719 0 +7040.7 471 -80 +70.90 47190 *7190 +7180 +7140 47190 *70143 +7174.3 47189.1 47144.7 46869 471461 +7168.1 *707.71.1 4663.1 97183.1 *7190 47140 47180 +79440 .701.90 +701.80 +70680 47100 *7177.4 449.3 47144.8 µN.7 .6824 *70468 +7140.6 +7484 4690.4 0 +7089.6 .7140 +7043.1 47178.3 47190 *7190 47180 +71 -90 *71.80 +7190 47140 +7190 +7190 +71728 47173.1 *71418 46853 */46.8 +71761 *71761 082.2 .683.7 +794 -90 .70440 +70690 +7040 *7190 47140 47180 +701.78 449.3 47178 4/81.9 4424 +71726 +71728 +70.78.3 471788 470473.8 47190 *70.90 +7190 +71 -90 +7180 +7140 .71.08 +7149.9 47049.9 4704.70.7 41427 470.70.7 +7180 +7040 +70.00 *7190 +70.73 *7173 47173 *701.9° *719.90 470690 *7190 *7190 .7180 140' +7140 .7190 .7190 +7180 47190 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE MAX. f WINDOW ADDITIONAL ANCHOR 9N DIM ADDITIONAL (4), IF), REQ. WINDOW DIMENSION FRAME ABSEMSI.Y TUBE SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1.4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE SEE SHEETS 1, 4 & 8 FOR WINDOW ANCHOR LOCATIONS AND QUANTmES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • ••• • • • ••• • •• •• • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• t/lY81.404.1 IADLC 4U: weigh Fr*.o*oo 840144SIne Windom/01 Anchor Camps 29" Shod 8148 34• under 23* 25. 15/18' 20' 314/2' 34' 40' 84• 80' 63' 87 -102' y 9 1 under23' 4901 -130 4901430 4001130 4061130 4800 -130 4001 -130 4001.130 4801 -130 4907430 4001 -130 25.15/18' 40137 -130 408' -130 4901 -130 4901 -130 4807 -130 400 -130 490. 130 4001 -130 4007-130 4800 -130 53' 4901 -130 480130 400 -130 4001 -130 4901-133 400 -130 4801130 4901130 490/-130 4807 -130 07 -12' 4900 -130 490430 490 -130 4801130 490430 490- 130 400430 490 -130 400 -130 400 -130 72' 490 -130 480 -130 990 -130 401- 130 490 -130 480 -130 490 -130 480130 480.130 470600 78' 400 -130 4830 0 -1 4807. 130 4901-130 4907 -130 400 - 130 400 -130 4901-130 410.77.3 470438 94' 490/430 490 -130 490 -193 4901.130 490430 480 -130 490 -130 *707-93 470410 470140 114' 4013130 4907 -130 490 -130 490430 4901 -130 400 -130 470430 4707-90 4100979 4701 00 134' 480.130 4907130 490' -130 4001.130 400 -130 470190 470 -90 470180 97040 47040 145" 490/-130 980 -130 4901- 130 4900430 470140 47040 470410 47040 474689.1 470110 TABLE 11: F,(3R ASST (PE §: 3) 7118° LAM/ (3/16 HS - 09lx' SOP - 3016 H6) • • • • • • • 7) 7/8" LAM/ 10: 3116" AN: de & Ft- 3/16415 -aa9D" SGPs 3/1 %INS) 9) 7/8" LAM/ 10: (3/18° T -1940 AIR - 3I16•AS - tocr. SGf'- '3116' HS) • • SHORT SIDE f LORE 8117E T -14 1 SHORT 816E r•-r • • • • • • • • •• • • • •• • • • I-- 1) SEE SHEETS 1, 4 & 8 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. • •• ••• •• • • • • • • • • '• • •• • • • •• • • • • • • ••• •• Deakin Possum (WIi* Undone AD*Ohed to a Roma Asau"5y Tube 1) THE WINDOWS W0OT11 AND HEIGHT MAYBE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE .�h110 -°-1 1(� A88FMIS Y _ TUBE WINDOW DIMENSION 4A ANCHONAL D114EN8ION -" (d ), 05 REG. SEE SHEET 4 FOR ADDttIONAL SAMPLE COPWHIURATI0518 SEE SHEETS 1, 4 & 8 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDMONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION 'S" FRAME ASSEMBLY TIRE 10' MAX ADDITIONAL --►I 01 REM �-*-' (4), W RE SEE SHEETS I, 4 & FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE PRAME ASSEMBLY TUBE. 4P1411ed,a 041P1r5:0 with at, 504.1 * DldI Cod Dale A . NOM b�laude a Pcodt ( lral 1 co Z w 0 9 2 LL 0 it 9 Q a �N Zwg U O as o� 2 ``■N 0,-• L1+4y 4/� 5./i 1OENOF '. .. QP No. 88705 ' * =�OSTAT3 IF2S ' 10 ,'ONA►j4E� A. LYNN MILER, P.E. PRI58105 5 0 under 23* 28.15/18' 29" 31.110' 34• , 45' •""" ^ '^' ^__. - 94' 80 83' Anchor Group Manx Group Anchor Group Anoka Group AnoMrGroup Anchor Shop Anchor Group An4hm SOUP Anchar 09007 A9 AO A0 A.085 S A.080 8' A S 080 A 8 080 A 8 0 0 A 9 0 0 mar 23* 47 -80 47040 470.90 470.80 470' :1.4 470.90 4 8 47087. 068. 4101 -80 41 •C 4 ' ■ : 4 , -80 H 4.0 4 :. 7 4701-90 4/:L 7 4 438 4701.887 4x.80.8 25.10148' 470 -90 470430 47040 474090 47000 4701.93 4707430 470177.7 470600 470-90 41519 47000 470.90 4181.8 4781-81.2 470190 471090 4149.3 410.77.3 470438 470.90 Ir 83' 470-00 470180 4791 -90 470-90 47040 470.90 *707-93 470410 470140 4701.80 4701.90 470190 470 -00 470190 47090 470 -90 470430 4707-90 4100979 4701 00 470-90 67 47040 47040 471080 47(080 470190 470 -90 470180 97040 47040 470040 410.80 470190 47040 4701 -90 470140 47040 470410 47040 474689.1 470110 470 -90 -112' 72' 470090 470190 470430 470-90 470 -03 47040 4701 -90 47040 47090 470.90 4741410 470 -10 470-13 47090 47040 410400 470140 4701-90 470.90 41040 470 -90 75. 47(090 470480 4701.90 470.90 470190 470 -90 470180 47(090 47090 47040 474080 470190 470140 47080 47090 470140 47040 $ 84' 470 -00 47090 478100 47040 470.90 470190 47090 470.90 +701E0 470.80 47040 47040 47040 114• 470.90 479090 470040 470140 47090 47080 470191 470140 470.00 47040 #E 134' 470 -98 47090 41090 47090 470.90 47000 47080 143' 47040 47090 470-90 47080 47(4410 1) THE WINDOWS W0OT11 AND HEIGHT MAYBE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE .�h110 -°-1 1(� A88FMIS Y _ TUBE WINDOW DIMENSION 4A ANCHONAL D114EN8ION -" (d ), 05 REG. SEE SHEET 4 FOR ADDttIONAL SAMPLE COPWHIURATI0518 SEE SHEETS 1, 4 & 8 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDMONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION 'S" FRAME ASSEMBLY TIRE 10' MAX ADDITIONAL --►I 01 REM �-*-' (4), W RE SEE SHEETS I, 4 & FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE PRAME ASSEMBLY TUBE. 4P1411ed,a 041P1r5:0 with at, 504.1 * DldI Cod Dale A . NOM b�laude a Pcodt ( lral 1 co Z w 0 9 2 LL 0 it 9 Q a �N Zwg U O as o� 2 ``■N 0,-• L1+4y 4/� 5./i 1OENOF '. .. QP No. 88705 ' * =�OSTAT3 IF2S ' 10 ,'ONA►j4E� A. LYNN MILER, P.E. PRI58105 5 0 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • .• ••• • • • • ••• TABLE 12: II 0.*lgn Pwesuu (psi) 01 Slade Wbsbwe, A9 Anchor Groups Mud etas uncle/ 23' under 23' 4601-70 26 -1316' 460.70 27414' ,60.70 3301? 480/ -70 3r 460.70 44' 460470 48.114• +60470 6311' +001.70 60' ,80/ -70 83' 4601.70 26.16116' 37' 460.70 4607.70 413470 4801.70 .60 -70 .007.70 ,601.70 ,60/70 ,60470 .601 -70 460.70 460 -70 460-70 460.70 4601 -70 4801.70 4601 -70 +60470 480.70 .60-70 44' 48.1/4• 61010' 60 83' 76' 04' 400.70 48040 460.70 460 -70 460.70 .wt -70 460.70 460470 ,60.70 460169.8 ,80,.819 +60470 *80.70 480.70 460.70 4807.70 480.70 .60.70 460494.9 .60.70 480/40 480470 460470 460.70 480.70 4661.70 46046&3 4601.70 .801.70 480.70 460.70 .60-70 46014&6 46084.9 460170 480470 .6070 4601.70 460 -70 .60442.9 *60.70 .60.70 .00.70 46040.8 41.67 TABLE 13: 1 71 460.70 460.70 460 -70 41.05.6 fQF tASS.T(P�S; .: • 4) 718" LAMI. le:(1 /8n *'7Ifs SIR - 1 /r AN -weer PAS -1;8;:4N) • t • • • • • • • • ••• ••• ••• • T LONG BIDE L B813ROR7 E • • • 1) SEE SHEETS 1.4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. • • •• ••• •• • • • • • • •• • • • • • 0 • ••• •• 0eel0o Renato: (pspla Windows Attached to 8 Fens Asses* Tube W/ door Dlmeaelan A under 23' Anchor Gump AB under 23* .607-70 2645110' .801 -70 37' 460.70 44' .460-70 40.14' 460170 6318' +6040 68' 4E6 -70 83' 4630.70 Sr 460.70 64' 480470 70. 16116' Anchor Group A0 • 4607 -70 .60470 480.70 48040 460.70 .80.70 .60/70 27314' Anchor Gaup a9 480 -70 480 -70 +60.70 460 -70 480.70 .601 -70 +60-70 33412' Anehor Group A0 t 37' 44' 48.1/4' 831/8' 60' 1 69' Anchor Group 40 Maher Group AroMrOmup Anchor Group A1nip1 Group 1 ArmhotGroup 460 -70 A.080 400170 B A B 1 010 46002.6 460-70 .460.0 1 460.70 A .00861 B 4/619 010 480.10 A .6040.6 B ,447.4 .601.70 450.70 460-70 +60470 460470 480844 480 -70 1 460-70 44589 +6040 460470 .183.6 400470 460 -70 .00.70 400.70 460.70 460/70 460/70 460470 1 40070 480.70 46040 460/70 460.70 46040 .60170 4801.70 4001 -70 480 -70 401470 1 460-70 4601-70 46087.7 460.70 480689 460419 0&D A B 46040 4400.7 41.4.0 48040 4449.3 46070 460470 46040 460419 4004330 400819 41407 460.70 4801.70 46040 46040 46047.6 +60.70 480 -70 46041.7 460-70 460800 44664 460649 460.70 .60.70 460/70 40040 000.70 46040 1 060.70 400/493 06087.4 ,80699 480.70 460.70 460860 46049.8 460$49 46040.9 1 46044.9 +.00.70 460.70 4004 -70 .80170 4001 0 +60.70 480.70 480409 4746.6 .80470 +/a7 400429 46/0/42.0 1) THE WINDOW'S WIDTH AND HEIGHT MAYBE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1.4 & 8 FOR WINDOW ANCHOR LOCATIONS AND QUANTRTES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FORTIS: FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE CBD• 460.70 460.70 460 -70 4(112.0 SEE SHEETS 1.4 & FOR WINDOW ANCHOR LOCATIONS AND QUAM7TIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 4PFroeed at t7m4PI710ewith the Florida BldlaaCad IFOMe ':ESiV Ic7Al . 8 rat ■ 6de at!! 51 BYVI[_ .Orly' 0 A 18 O LL O Co Pr • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • •.• • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• ASSEMBLY DETAILS L INTERIOR AS REQUIRED • PER TABLE 3, SHEET4 -Item Dwg. • Description Mat 1 7005 Main Frame Head, SIII & lambs 8083-T6 Alum. 2 7071 Anchor Plate 8083-T8 Alum. 3 7007 Installation Hole Cover 8083-TB Alum. 4 7010 Frame Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 10 7055 Fixed Frame Hole Plug PVC 31 DuraSaai Spacer 32 1713 Setting Block 5/32"x 3/16" x 1 -1/4° EPDM 33 1714 Setting Block 5/32° x 1 -7/16" x 1 -1/4" EPDM 35 7036 Beads 8083 -113 Akan. 36 7042 Bead C 508375 Alum. 37 7059 Bead D 6083-TO Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 lbw 899 Silicon Backbeddlng 70 134 Add -on Flange 6063'78 Alum. 71 7004 Casement Frame Assy Tube 808348 Al1p. 86 #8X 1 -1/2° Quad Pn SMS Stainless Steel Slaltdeas Steal 90 012x 1" Ph. Pn. TEC StaGdeea Steel • ••• • • • • • • • •• • • • •• • • • • •• • • • • • • • • • • • • • ••• • • • • • • i •• • ••• • • . . � • • . .. .125' • �••� 1 N • • • • • •• • • • • ••• •• .062' I-•— 2.784• 1 FRAME HEAD,, SILL & JAMB #7005, 6063 -T8 .04a• 11 1388' i irtF -1 289' 1 .. _1 tC I .093' 71 FRAME ASSEMBLY TUBE #7004, 8063 -T8 1:22x1' . .893' 1 OINST. HOLE COVER ANCHOR PLATE O ADDON FLANGE #7007, 6063 -T8 Q #7071, 6063 -T6 70 #134, 6063 -T8 — +•x.708' .OBU --►x- 885' .81)9' cp BEAD B 36 BEAD C X BEAD D 35 #7038, 8063-T8 #7042, 63 T6 #7088, 6063 -T6 )1" --►-i r- .17Y .952389' Ll I II ,885' .870' 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, Ft. 34274 CERT. OF AUTF4 ®29298 Revised Bye Dote: Boylston: Revised By: Dote: Revisbm 4pprovrdar ram "ilk the Ftottdo tddl� :13:11214;1111' bale , IIIOAS Gkli/!1 ... i do _sere Oman By: BOM AND EXTRUSIONS J ROSOWSKI Rile: Dote: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 Seeks /Uodah Scots Sheaf: thawing No. Ray: CA -740 NTS 11 OF 11 MD- CA740F -LM • MIAMIDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC (RER) RESOURCES R) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 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 Mimi-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 "PGT" Clipped Extruded Aluminum Tube Mullion - APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29 /11, revision "A ", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision Section 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 MIAMI - -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T(786)315-2590 F (786) 315 -2599 www.miamidade.aov /economv LABELING: Each unit shall bear a permanent label with the manufacturer's n og Iogo, cit +, state, series, and following statement "Miami-Dade County Product Control ApprovedSpviless othcrise noted herein. • • RENEWAL of this NOA shall be considered after a renewal application has beeni y. and th &ie•has,been no change in the applicable building code negatively affecting the performance of tldi�,pjgcuct. • • • TERMINATION of this NOA will occur after the expiration date or if there has baena revision o>a dange in the materials, use, and/ or manufacture of the product or process. Misuse of this;1 lqt Is an endorsement of any product, for sales, advertising or any other purposes shall automatically terthinate'this N144, bilure to comply with any section of this NOA shall be cause for termination and removal SofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami --Dade County, WiAda, 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. 11-0922.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DADE COUNTY APPROVED 10 z • • • • • • • NOA No 13-0815.05 V Expiration Date: May 26, 2016 Approval Date: October 31, 2013 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMvaTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No 10— 0819.05) 2. Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions ", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A ", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS I. 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 under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. •••• (Submitted under previous NOA No. 11— • • • • • D. QUALITY ASSURANCE • • 1. Miami—Dade Department of Regulatory and Economic Resourpts %ER). • • •••• • E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS I. Statement letter of no financial interest, conformance and•coaplyin e' •� :MTh the 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) • • • .. • • • • • • •.•• • • .• • • • • • • • • • • • • • E -1 Jaime D. Gass—ca, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 1 Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 4. Proposal No. 10- 1070 —R issued by BNC to PGT Industries, Inc., dated 01/07111, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11- 0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.I ", approved on 12/08/11 and expiring on 05/26/16. E--2 • • • • •••• • • •• • • ••• • • • ▪ • •• • • .... • • . • •••• • •• . • • .. • •• •• • •• • . .. • • • • • • • • • • • • •. • • •• • •••• • • • Jaime D. Gascan, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 • • •• •• • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • •. ••• • • • • • • • • • ••• • • • • ••• • • • • • • • SUITABLE FOR ALL LOCATIONS REQUIRING NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: PAULL LENGTH r` 1 T SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM PIGUNE 1 ABOVE .—HOWL MULL LE NGTH -1 I► I "'0t7IWAI. WIDTH OPENING WIDTH L F'Ofi1i6R71CJ1L 1iIL1. MULTIPLE MULLIONS GENERAL NOTES; • • • • • • • • • • • •• • • •• • FENESTRATION PRODUCT EHATICNC1 ANCHORS H A 8 NO UI• SHICLialEitEE EVALUATED BY AN EXPERIENCED INSTALLER FOR TIE BEST NSTAMATION METHOD. GRIZONA19184DR EC V5090BUCKSIF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS 18 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.3AULLONS HAVE BEEN TESTED AS'FREE-FLOATNO' AND 00 NOT NEED TO BE DIR6C`i7L.Y01T4CHEI TO T 1ULLIIAI 4UPS.1(T SHALL NOT HAVE A GAP OF MORE THAN 1/V FROM THE CUP. • • 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTtF VBJ�B0L.ORDSICONRRCFS�PSOIN DWO'TO MS REQUIRED DESIGN IN THIS ANCHOR EVALUATION. THE 1.CALCULATED OAD DURATION FACTOR WAS �TRE EVALUATION OF WORD SCR . USED 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBIUTY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SKEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL. BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. B) REFERENCE: TEST REPORTS: Fri -8443; ELCO ULTRACON/AGGRE -GATOR NOD'S; ANSVAF&PA NUS FOR W000 CONSTRUCTION; ADM - ALUMINUM DESIGN MANUAL 8) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON - IMPACT APPUCATIONS. MULLIONS ARE ONLY TO BE USED WITH POT - APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MUUJONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. GENERAL NOTES»»». 1 4 ELEVATI NS...»............. -- -.1 MULL TO 2XWOOD_.»._._»......» 2 MULL To 1X & MA60NRY...........» 2 INSTALLATION 2 MULL TO MASONRY--..... 3 MULL TO STEEL STUD 3 MULL TOEMI 3 ANCHOR SPECS. 3 ALTERNATATE SAY MULL INSTALLAT101».»»»»»4 1 X 2 X.128 MULL SPECS_»..... -6 1 X 2 X.378 MUL1. SPECS..- »._»»0 1 X 2.78 X .376 MILL SPECS..._._..? 1 X2.76 X.86 MILL SPECS....-.--8 1 X 3.125X 500 MULL SPECS..-....0 1 X 4 X.128 MULL 8PEC8........»»..10 1 X4 X.976 TUBE MULL SPECS...11 1 X4 X.375 T MULL 128x3.166 X.285 MULL SPECS..12 2 X4 X 28 MULL SPECS.._.. 13 2XOX.28 MULLSPECS.....»._._ 14 128 X2.11 X.128 MULL SPECS_. 18 Sr X 3268AY MULL SPECS..—.10 45•X 3.25 BAYMULLSPECS..».._ 17 MULLION & CLIP DIMENSIONS._ 18.20 EXAMPLES 1137 .21 LOADING BXA PI.ES.» 22 )NSTRU CTONS: 1) DETERMINE THE pESION PRESSURE REQUIREMENT (LBSIFT) FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR' TRIANGULAR/TRAPEZOIDAL ". 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIFT'i FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION 18 SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY B.BSIFT% OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSff f) FOR THE OPENING OBTAINED IN STEP 1).. 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (.84). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY 11.88) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR -CUP PATTERN MAY APPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (L88/FT1 OBTAINED IN THE TABLE 1S HIGHER THAN THE DESIGN PRESSURERECSJ(REMENT.6,BSff P) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATNG (LBS/FP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY(LBSJFT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. BE MULLIONS Z 3 a. 1 y �o IS B 1 2 11LL11111/ // `.•,` YN 4/l �i�i *: No. 58/05 • • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • * • • • • • • • • • • • • • • • 000 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CUP MAY DE MST/S.4E00Y THIS METHOD. MOE STANCE FOR WOOD SCREWS C.260` MAX FOR FRONT 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 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 DETAILS A-D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FU%THEAD. 4) WOOD BUCKS ARE OPTIONAL SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. • • • • • • • • • • • • • * 0 DEI1A131: • • MULLION ATTACHED TO *IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) • • • • • • • • • • • • • • • • • • • • • 0 • • • • • 110 • • • • Sl • • • • • • SUCKSTRIP AND ATTACHMENT BY OMER% ME NOME SHED 1. • • • • • • • • • • • le • • • • • TYP.ANCHOR PER SUBSTRATE, SEE SEE TABLES 18.108 MJNLIIWI . CONCRETE 08 81.01 EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR 0003 DISTANCE FOR MASONRY ANCHORS VP. ANCHOR SUBSTRATE. SEE TAMES 10.103 •••■ • MIN 2J KM CONCRETE OR CVO FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS. 803 510801. $IIEETI. I. EDGE DISTANCE. SEE SEE TAMES SIDE VIEW ETTHE.R THE STANDARD OR 033803 1.0111 CUP MAY SE INSTALLED BY THIS METHOD. uJ x 0) PRODUCT It8ViS8D as comptitnalyinevi•diFforkta: nAnn Cl/a04.. lythedit Da - owl lItis,,,, ■•`‘vi3O\41 . !:Y±1.1. ,41/4 S....* 0,05•8$ No. 58705 SOATEO ',7`/014A t.Ssr`‘‘ Af ORM Mattg,P.E FL P.E.# 58705 • • ••• •• •• • • • • • • • • • • • •. • • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • • • ••• DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. MIN 2.1 KM CONCRETE ORCMU FRONT VIEW BEE TABLES MIN 21 KBI CONCRETE OR CMU 18.108 SIDE 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 AM FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY 18 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 DETAILS A-D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, FE:XHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET a 8) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MWMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. • ••• • • • SEP •B• • • LBET L E• • • • • NULL•i TQ M ON: • • INTIERSECTION • 01•01ESI •a •, • 4 CLIP)• • • • ?)MAYBE INSTALLED IN °TEE OR 'CROSS' INTERSECTIONS. VARIER • TOP MIIEW • • •• • • • • • • • • • 2) MAY BE INSTALLED HORIZONTALLY • • • • (SHOWN) OR VERTICALLY. • • • • 3) SEE U-C IP DRAWINGS, SHEETS 18-20 • FOR CORRESPONDING MULLION. 012 STEEL SCREWS, SW-DR NUMB OR PREDRILL MULUONAND USE SAS MULLION HJTE SECTION U-CUP FRONT VIEW EXTERIOR SEE SHEETS 18-201'011 HOLE LOCATIONS EDGE DISTANCE SEE TABLES 18-108 DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.108 SIDE VIEW MULLION FRONT VIEW EXTERIOR FOR STEEL STUDS THINNER THAN 18 GA AND COMPUANT WITH THE FL BUDDING CODE, A 2X WOOD SAcKFR MUSTUSED. ATTACHMENT BY OTHERS. OBE WOOD ANCHOR SPECS MAIL 1) FOR 2X WOOD- BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS 8.17. FOR QUANTITY OF SCREWS. SIDE VIEW EDGE INSTANCE SEE TABLES 18.103 PRODUCT F Florida.; ig oomplgioB • No itakEN .dop •.,� ``T�L711lYAN 14j��i �a��•'‘0ENBF °••.74) .. * .* No. 88705 • • ▪ (A. 10 IS f�tt/� °14, STA E f ';/% •..FtOFn0P..' c? it,,`S+ /ONAL• L��" A. Lf III11Iu1) ILLLtR, P.E FL P.E.# 58705 • • ••• •• •• • • • • • • • • • • • • • •. • • • • ••• • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• DETAIL F: FIELD - MODIFIED MULLION CUP (F -CUP) 8EEI18TA,L8A.E. BHEET82AND3FORINSTALLAT�I T08PE2FlO8UBBTRATES. 0°1 O O SIDE VIEW SHOWN LYITIHrx4•X 1 MELON STANDARD MULUONCLIP TO FR FIELD CONDITIONS. EXTERIOR INTOWDOD.STE9., AWM,0 00RMASOIRY TYP.ANCIOR SUBSTRATE. SEE TABLES 1 &10S EDGE DISTANCE 2 PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.11' X.125' MULLION. 2) SEE TABLES 113.103 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X6 CUP IS NOT SUITABLE FORT IS APPLICATION. STANDARD CLIP TO BE MODIFIED INFIELD. DETAIL 0: ANGLE MULLION CUP (ANGLE CLIP) 0 0 • ••• • • • • • • •• • • •• • . • • • • • • DE'PAIL • • • • • • ErAY MULLION INSTIAUATIOW • • • • • • R IGLE OLIF'j 0 •• • • 0 TOP VIEW TYP.ANCIOR SEETABLESIB -I1B rxrx.12P 2 PEER MULUM END. MUSTS INSTALLED INSIDE OF MULL 40110i • I• • • • • ••• • 30.OR4P TAY MOLL • • TOP VIEW TYP. ANCHOR PER SUBSTRATE. SEE TABLES 128 OR138 EXTERIOR . rxrANDLECUP, 2 PER MULLION ED, MUST BE INSTALLED INSIDE OP BAY MULL EXTERIOR INTO WOOD, STEEL, ALUM, CHU OR MASONRY /// EDGE DIBTANCB PER ANCHOR NOTES FOR INSTALLATION OPTION G & H 1) USE 2 ANGLE CUPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MILLION. 2) DETAIL G: SEE TABLES 18-118 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL It SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3 3 Kg (a - 11 W 2 p o ci 4 rtNV 144 Is complying with FlorWa aulklin Coda Am:pima No %'O Dodo F q'. T 14144, /1 ; Q /i e , \.iGNSF //;; No. 85705 to)St, %�0 •'. STATE F FL P.E.# 58708 .x= • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • ••• • • • • • • ••• TABLE 1A 1 x 21(.126 Alum. Tube Mon 9053 809 • ••• •Mullion Capacity Table Obe/Rr) • • • • • • • • Opening Width (08rl yspatrtrD mullions) or Opening Height {(�hori eUy0par+dlg mu0oro • • • • • { • • • • • • • • AO ••• • • 7053 8010 SD In 1009 • • • • • • • • ••• • • ••4009 • 14am87Wa Leading T.pfftong. Loading 1• Loading Let87 Reotongolat 1803807 1 13999322 Leagn0 Reolangder Loading 180617 Reataigaiar Loading Trep/7dang. Loafing Rent- ngalar Loading 1181150187. Reotagula Leading 1.62391 T0ep/7dag. Loading neatorgafar Lowing Trap/Mag. Laaeing 1 11 1 1 1 if 11 1 11 11 11 1 11 11 429 111.9 408 1238 332 932 408 1162 79.0 442 107.9 321 890 408 104.4 310 62.1 489 104.0 319 910 400 104A 319 480 1. • 804.0 310 39.0 408 LU. 104.0 319 35.0 408 10{.0 319 4653 74.9 312 83.8 291 (24 312 73.4 232 632 312 87.0 248 48.8 312 83.2 248 41.8 312 613 244 37.6 312 61.0 244 312 312 81.0 244 26.6 312 81.0 244 23.4 312 61.0 80826In 83.9 201 700 234 332 281 812 228 460 201 66.7 224 39.0 281 82.1 222 38.8 281 80.1 220 310 281 493 219 280 281 49.3 219 22.8 281 49.3 219 20.0 281 46.3 219 649 520 247 57.6 207 43.9 247 492 202 532 247 442 109 320 247 412 188 292 247 39.4 104 247 38.4 193 21.9 247 301 193 18.8 247 38.1 193 18.4 247 33.1 193 80 In 38.4 200 41.2 170 32.0 200 36.4 168 27.4 200 31.8 193 24.0 200 28.9 180 21.3 200 27.1 169 192 200 26.9 167 18.0 200 260 188 83 53 33.1 181 35.3 158 270 181 303 142 233.7 181 28.8 148 20.7 181 24.6 148 18.4 191 222 144 182 181 21.7 143 889 262 165 300 142 24.0 156 28.1 139 200 180 23.1 138 18.0 110 21.0 134 729 22.2 139 23.3 120 182 190 118 19.9 139 17.8 116 789 180 126 10.7 109 16.7 126 182 101 789 17.6 118 182 104 1noe.G ec AnchorCapacityt Table (Ibe) Anc133rCOP Menu 8o03hatg 2.780512010 3.61r Caw HOJWMCMU Paled (201 PTWOed Motel Amha 0' �� Boo Macon 1/6' Elea tRUmon &18'Elm Ullman 31te' EBOlnraaan 114' Ebolg8e80n 114" 88 E880 Ag90a'dala 6/18'6186 Ilbreem 114"384380 Aggretiefa 010850/4 88880737 01281081 8e89(135) 01201881 8e02(06) Edge I2O9me 8n5 r 2-112' r 2-112' 3 -118' r 242" r 2.110 r 3418' r 0.49' 0.84' 0324' Embe0na4 (kg 1314' 1484' 1.714' 13/4" r 1 -114" 1 -114" 1 -184• 1 -114' 1 -1/4' 1 -114" r 132" 1.2W (ear note 4) 2 Maws ®478'Min O. C./ 903dwd or8129ClIP(Fig 19 3006» 390100 450128 821108 194480 270910 28008 3543.0 740103 488120 684 Ito 1182100 328106 42080 88080 4 Amtw931.19"11a. O.C. /81IDmen1 (or Met) Clip mg. 27 46080 70080 WA WA WA WA 38010 WA 13A NIA NIA WA 85280 84080 112080 4 Anchors ®3'Ulm 0A /(2)20840619 Clips /(Fg. St 780118 78080 WO Ito 166080 188888 84001 86080 WA 780100 80888 880110 238480 84280 84080 112088 2AeobaB ®0.48 MIe. OA 12412, 99113' Alum. (Fig 4k WA WA WA WA N/A WA WA WA WA WA WA 918 WA WA 718 8s 1 Anther /F92Mg. et 18580 196110 2238o 44580 922813 138103 140103 177103 37080 234100 . 232160 88188 183101 210120 20083 2803108* 1.12 Mkt 0.3.1 11.C19 (P14. Bk 24080 36080 WA WA WA WA 14.88 WA WA WA WA WA 328109 42083 910135 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: • FURE 3: • • FIGURE 4: • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE & FIGURE & • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ) X (ANCHOR CAP"'""") oANCHOR CAP.® MIUWON USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENI40, WHEN IT IS LOWER THAN THE MULUON 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. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMVAT(ON ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO A8TM C.O. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.85. ALUMINUM SHALL BE 6083.16 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 A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. H 1.000' j- .125' 1• X 2' X .128' MULLION 1111 1 2 1 a. /n X (V X �Ee 1 0. 8.) 1 110 1 2 N 0 0 p * / Ho. 53705 -13 / a )113 tv : -" •'. ST F ,: ��'�•;S /ONAt. %'∎• A. LYNN 41I15ER, P.E. FL P.E.# 68706 • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • 1 HOLD w - -- Ma10on Capaofy Table (0638*) - • • • • • • • • • = 1 x 2 8.376 NUM Eb•I Opening Width (Mr ve16aegy -span nuNals) or Opening HeI0M (for 8Azoaatly-Bp3Mng 731®0731) • • • • • ; • • ; 6017 602,7 7010 6010- jl 00 In WO In IlAO • • • 1417 • °APIA 030 In • •T RR060•mar L601p TnpMann 16036 R 16079 Tt•17dat9, Le.ebn0 Reaa90u L6619 wade09. LoaO78 Reatet0ak7 La66n6 709170871 7310619 991796347 100619 1502111990. 18.069 R.01019a9t 14029 70pR0a9. 16069 1311079 0rapam9.4 100039 Reater9105? 180079 "e (08614 700 • 18676 i1ilfiilfili11ii11li11ii11li11ii11 Ial 2' hhi 2040 III Embedment 99 III 14/4' lal 1474' III 1-114' hi 144' hi 1-114" hi iIIli11li11 7 III 140" hi 2 Analog 104.78'185 C.C./ 01883314 01010911219(110. 13 hi fifiifiii hhi 890166 1844119 .h• _i:ii_ 28020 35400 • _li•l 1••1121.1/- 684 Os 118200 ii 42785 42 In 170.0 620 170.0 435 151.3 862 1790 478 1217 662 170.0 978 1136 662 1916 518 1009 8811 188.9 517 00.9 882 1808 817 757 862 1893 .317 84.8 7 682 216319 .517; Bet • we 218.9 517 40In 121.8 607 1380 419 101.4 607 1112 410 880 807 1017 403 710 807 1028 399 87.8 607 009 397 918 501 NO 398 50.7 507 88.0 388 434 507 010 390 310 007 090 398 5982515 102,7 466 1146 379 094 456 990 371 14.1 458 695 384 eta 458 849 360 079 459 81.3 957 51.8 486 1110 386 412 4811 810 358 37.0 458 8t10 301 324 483 80.0 368 813 814 400 013 338 71.2 400 809 328 81.0 400 72.7 322 814 400 87.3 318 47.5 400 84.0 315 427 400 923 314 30.8 400 81.8 313 396 420 81.8 313 287 400 81.8 313 00In 623 324 88.9 278 519 324 57.5 270 44.5 324 812 284 330 324 489 260 34.8 324 42,.9 251 31.1 924 410 268 780 324 40.5 263 222 324 40.0 263 195 320 40.5 289 0001 Bib 294 524 252 428 291 492 248 384 291 43.8 241 33.8 214 398 237 210 260 37.1 234 288 294 352 232 224 290 33.8 230 192 294 314 230 188 294 314 230 66In 488 288 410 230 39.0 288 424 276 314 268 31.0 221 212 268 34.1 218 280 288 319 215 23.4 2E8 218 212 195 268 28.0 210 187 268 27.7 209 14.0 268 27.7 209 7281 320 220 328 193 320 726 322 101 217 725 28.4 188 220 225 251 185 20.0 .226 214 182 190 89 22.1 180 110 225 20.3 171 12.9 225 119 179 14.3 276 198 178 701n 398 202 320 177 295 202 77.2 173 21.1 202 239 170 192 207 21.5 187 17.0 202 18.7 185 153 207 194 163 128 202 18.7 180 10.9 202 15.9 158 9.0 202 10.8 158 7813 283 192 286 188 219 192 28.1 185 202 192 220 182 17.7 192 197 185 157 182 181 157 142 182 198 155 11.8 192 152 152 10.1 162 14.4 100 89 102 14.2 150 60 13 188 144 19.0 128 154 144 10.1 123 8b 152 127 188 113 I Al2Lt Zb Anchor Capacity Table (Ibs) Anchor ClpPaHans 63880818 271 CsIe01e 8510 Caw. H60030 U Filed CAW PT Weed Metal AA05fType 38 Ekot2traeetl 114 Ll.0l7t0aen 51121' Ma l2Ueaan 3118 624 U11114011 114 EboUlaeal 1/4" 68 Eke 80970031101 1610' Eh= 11358011 VCS8Eko Aggreeekr Oro $eel Screw (GM 91261061 Sam 635) 01201863 88077005) Edge 13e1019e013 r 2417 r 2 -112. 3-118' r 2 -12' r 2.10 a 34751 2' 0.451 2040 0.327 Embedment 99 1414' 14/4' 1.94' 1474' 2' 1-114' 1-114' 144' 1- 110' 1-114" 1.114' 7 1-160' 140" (see note 4) 2 Analog 104.78'185 C.C./ 01883314 01010911219(110. 13 390108 390 Ms 46015 890166 1844119 27026 28020 35400 74006 48890 684 Os 118200 32879 42785 980 On 411108318 ®1'19' MN. O.C./£02924 tot 08107) 011904.21 480188 720 Ws WA WA NIA 18A 380056 WA WA 05* WA 7470. 68205 84005 112005 4 Ano100193'9113 0.0/9)298 A79kC0p6l pg. 3t 75086 788 the 680165 1560 15 1893 Ito 54036 86006 WA 76015 00838 88006 236438 65236 840155 112009 2Arohas 22 0.49' Min. 0.0. /1.1.02p, 800118' Atom. t1110. 4a WA WA WA WA WA WA WA WA WA WA WA WA WA WA 71005 1 Antller /F4d1p(F16, 53 18500 160758 225 Its 44809 83289 13579 14090 17795 37035 23415 33215 691 15 18309 210108 29078 2 Mohont ®1.101 Mk. 0.0J FCBp (Fig et 24015 36036 WA WA WA WA 18095 WA WA WA WA WA 32815 42075 68015 NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE FIGURE 1: • • ERE 3: • • FIGURE • • • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 67 FIGURE* • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: wit.) (ANCHOR CAP..0801) .ANCHOR CAP.,* MULLION 113E THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 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 TIE ANCHOR CAPACITY TABLE. 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 AU.OWABI.E. 3) MULLION AND MUWON CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 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 SG OF 0.88. ALUMINUM SHALL BE 6083 -T8 AND BE A MINIMUM OF .12M THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST . 128` THICK AND A38. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. j 1.000' }-- 1' X 2' X.378' MULLION 1 LU CL LO 2 X N X J 4 �0 a PRODUCT RE ISB Florida as 49ap)yM8 with the 1W9dIOg Cede A No • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • - - - -_ _ Mulilon • Capacity Table (boe) • • • • • • • • • • • 1x 2.76x .578 Alum. Mu61on Opening Width (for milady-spanning melons) or Opening Height (for hw(zadalyapanbg mdlIons, • • • • • • • • • 6010 60In 701n 801n 8001 10010 ay. •.• • ••• • i tROM • FonangOar wag TrePm1m81. tnardg Raoteruar Leafing Trapdabrg. Load67g LoaAre T*NIMang. Loans Raelangdar Loafing Trept0sn8. Loading Reaar9BUla Loading 1)ap78ias. Leans ReotmgNm Leafing TreM4805. Looa�i Restraga8r Loans TrartMa40. Lowing Reetengaiar Loafing 7*Mdarsr. Ladd; Reotatgola Watling 7rep/1•g. Loadr• 2 h 1 � 0.84' h Embedment 010 h 14/4" � 1374• h 1.1/4' h 144' � 1.1/4' h T jai 1-319" h -2Anclass46 471rMk O.0.LSIo4a17or070e1078101.4 h 3900a- h • 1- • 28011z • 1 •. - 11821* h 3 4214 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 608 170.0 882 170.0 610 170.0 1118 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 821 127.6 13011 1701 621 •1.6.130• WA 170.0 621 4810 170.0 708 170.0 524 170.0 860 170.0 884 170.0 882 170.0 830 170.0 1133 170.0 881 161.8 1139 170.0 671 138.8 1139 170.0 880 113.8 1139 170.0 886 979 1138 170.0 880 85.4 1139 170.0 880 50.6251n 170.0 747 170.0 883 170.0 898 170.0 831 187.8 1032 170.0 884 148.8 1633 170.0 723 1309 1032 170.0 747 117.4 1032 170.0 788 97.9 1032 170.0 770 939 1032 170.0 768 73.4 10W 970.0 758 6419 170.6 797 1700 812 181.3 007 170.0 891 1382 907 1642 730 120.9 907 162.9 720 1079 907 146.0 714 808 907 141.1 710 809 801 1400 709 89.1 907 140.0 709 60.6 901 140.0 709 8010 141.1 735 161.6 625 1179 736 130.3 011 100.8 735 119.0 699 882 728 1082 680 704 738 099 683 70.6 736 98.1 578 689 770 91.8 574 60.4 738 81.8 674 44.1 736 01.8 674 6310 1219 668 130.0 570 1019 668 1119 60. 87.0 898 98.9 847 78.2 668 90.1 535 87.7 668 839 631 609 688 799 670 60.8 668 78.8 621 43.5 685 78.9 621 301 689 759 839 Mh 109.0 007 112.4 622 88.3 809 88.1 611 78.7 807 669 601 682 607 77.1 493 98.9 807 719 488 63.0 601 97.8 481 44.2 607 63.4 470 37.9 807 627 474 33.1 607 827 474 721n r 81.8 810 68.9 443 66.0 910 739 434(88.5 10 84.3 426 81.0 810 879 419 45.4 810 63.3 413 40,0 610 60.0 408 34.0 610 459 702 292 610 44.4 399 26.6 810 44.3 399 '- 7981 -- 88.4 468 729 700 329 . 458 81.7 392 49.8 458 84.1 386 43.4 468 45,0 378 38.9 458 44.9 373 24.7 468 41.9 388 289 455 377 362 24.6 488 38.0 3as 211 455 35.7 368 78In 842 435 879 391 639 496 59.8 373 45.9 435 48.8 368 40.1 436 44.7 880 35.7 435 40.9 355 32.1 405 38.1 351 28.8 435 34.4 344 22.9 438 32.0 341 20.1 435 322 340 0010 41.9 327 43.1 280 34.8 227 38.4 285 28.0 327 31.8 280 261 827 28.3 276 23.2 327 703 271 20.9 327 23.7 288 17.4 327 21.0 782 14.8 327 19.3 258 9889 34.4 287 701 701 28.7 287 299 252 249 287 200 248 21.6 287 23.1 244 19.1 287 209 240 17.2 287 15.3 237 14.4 287 169 232 1031n 24.2 227 243 205 202 227 709 201 17.3 227 18.0 101 TLII 100 195 111 la 22.3 216 227 194 18.6 218 101 181 16.9 215 199 188 12015 17.8 184 179 187 _ ,4111.711.,L Anchor Cap66Uy Table (lba) MGprCap Panama substrata 271 Concrete 3.8I Can. Hearse MU PU d(MU PTWOat Metal Analaiype 9716Ebo121raean V4 Elea Moen W16 Eke Unman 3716 Eke 9270800 ttb Woo Macon 1/4'0 Mao Anted*/ W16 Elea U6rwan 1/4'83 Woo Paspetial« 6106th %sewt35) 9/23Med Satre (45) 612 Steel Smear 035) Edge Oialwtoe 0b7 T 2477' 1" 2.1/2" 2.176 1' 2.62 1' 2 -191 2 9.1/6 2 048' 0.84' 0.334" Embedment 010 13/4' 14/4" 1.374' 1374• 2 1.1/4' 1 -14' 144' 1 -114" 1.1/4' 14/4" T 14/6 1-319" (see rode 4) -2Anclass46 471rMk O.0.LSIo4a17or070e1078101.4 - 39011e-- 3900a- 480 as 89018a 100411* 2709* 28011z 554125 740 Re 4889* 88411n 11821* 338166* 4201m 0800* 4A5dtas ®1.16 Mm .O.0. /Standard terOrse7SCflp 04827 48002. 700110 I. WA WA WA WA 380•* WA WA WA WA WA 6529* 8400& 112004 -- 4-Anears403'- 800.0.0.I12)2•3Angle Opt/ 019.36. 700+80 -_ -70011312 980M 16900* 158005 64002. 0800* WA 7800* 93811* 680965 23•40* 5520* 84008 1120180 2Andras ® 0.42 tan. 0.0. / U-Clp. Into 1/6 Ahan (FS. 47 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 7180* 1 7186857/7.clp(Flg56 17008 195 Rs 225 •e 44500 0222170 13505 14005 1770* 3705* 23400 332165 591166 1830* WO On 2800* 2 Amh0s (6 1.14' Mln. O.CJF'C5pOng. 87 2409* 36005 NIA WA WA 700 1900* WA WA WA WA WA 32805 42005 08005 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP C- CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 8: • FIGURE 8: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (OIL ) X / ANCHOR CAP."',,) ANCHOR CAP. MULLION CAP.,,,,,,, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT I8 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 ADDI77ONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 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 AND1OR OPENING WIDTHS IS ALLOWABLE. 3) MUL.I.30N AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 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 8G OF 0.88. ALUMINUM SHALL BE 8083 -T6 AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 046' TICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST . 126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 0 3 5 a Q O k I r Q 0 0 0 W 5 0 PRODUCT REVISED elm with the Florida Acceptance No • • ••• •• •• • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • • ••• • ••• • • • I f1171.G Y1.1 Mullion Capaolty Table (IbeStc) • : • • • • 162.78% .860 Alain. Ma® Openhlg Width (for veNcull spamlR 4561 re)orOpeningHeight(forh8d23nlall spal74ngmul r • • • • • ••• • • • 801n 80In 7061 813 In 90In 100 In 1TO40 • • • • •� 04111 • • • • •1.6rt • Restabotar a Trept748r9. Isidro Realsegutar LLoading Totp+rdene. 14ad55 Reat•gtdar Loafing 71048108. Loading Reslelgdar Lowing 7rapRdatg. Loading Reotm9i418 LoadIna llarlTdag. Loading RaoIntgtdar Loa4ag Trepitdatg. Load5t9 Rentangdar Lancing IspItdaeg. Load59 Reotmg4dar loading TraplTdag. loading Reatanodar laadag Tleplydeg. Leadag 1 il 1 II 1 l li. 1 h 1 II f h 1314' h 1 il i it h g h � 1 h 1.385' h 1 il- it 1 il 1..11: 'i 184450 ; • `Eli :11.1•914.t Ab JA litli 564130 1182130 h ii I6610 3 1 4211 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 902 170.0 519 170.0 1110 170.0 521 110.0 1240 170.0 621 170.0 1488 170.0 521 188.7 1020 170.0 521 1328 1820 170.0 521 48In 170.0 708 170.0 824 170.0 850 170.0 684 179.0 052 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 880 141.7 1417 170.0 680 121.6 1417 170.0 680 1003 1417 170.0 880 80.62515 170.0 747 170.0 603 170.0 096 170.0 831 110.0 1048 170.0 684 170.0 1105 170.0 723 162.0 1288 170.0 747 148.3 1288 170.0 789 121.9 1288 170.0 788 104.5 1208 170.0 758 01.4 1288 170.0 758 840, 170.0 797 170.0 812 170.0 856 170.0 891 110.0 1118 170.0 784 150.7 1130 170.0 093 133.9 1130 170.0 837 120.0 1130 170.0 088 100.5 1130 170.0 031 86.1 1130 170.0 881 752 1130 1700 Set 601n 170.0 888 170.0 701 140.6 918 182.3 781 125.8 015 144.6 748 109.9 815 132.3 73S 07.8 915 123.9 728 87.0 016 1183 720 13.2 016 114.4 718 82.8 915 114.4 718 54.0 915 114.4 715 6315 181.8 030 181.9 710 1283 830 438.9 094 1083 830 1232 481 94.9 830 112.2 070 84.4 030 1049 082 75.9 830 054 658 03.3 830 94.5 649 542 830 04.1 840 47.4 830 04.1 049 132.1 757 140.0 650 110.0 761 119.6 038 04 767 105.0 024 023 767 801 614 73.4 767 89.1 808 88.0 787 842 000 05.0 767 79.0 693 47.2 767 70.2 501 41.3 767 78.2 691 72In 101.7 839 1028 662 843 838 91.0 840 � 83') 80.1 830 63.6 638 722 821 68.8 836 003 514 609 038 823 805 42.4 630 57.2 800 323 838 503 497 313 830 552 497 781n 80.5 671 904 408 72.1 501 75.8 403 013 1171 87.4 479 64.1 671 80.8 471 40.0 571 65.5 464 43.2 571 819 469 30.0 571 47.0 451 309 571 44.8 447 27.0 571 443 448 700, 80.0 542 83.4 474 68.1 542 10.8 405 57.1 542 02.1 488 60.0 842 55.7 449 44.4 542 61.0 442 40.0 542 47.5 437 33.3 642 42.9 429 269 542 40.8 428 25.0 542 40.1 423 00In 61.1 407 63.7 361 43.4 407 48.4 355 37.2 407 509 349 32.6 407 323 343 28.0 407 32.1 338 23.0 407 29.6 334 21.7 407 20.1 527 1818 407 24.1 822 16.3 407 239 319 11011 423 383 44.1 320 35.8 368 37.2 314 302 306 324 308 228 358 258 304 23.0 358 29.1 300 216 356 24.0 285 179 355 210 250 18.3 365 191 284 10851 30.1 203 303 258 25.1 289 259 261 21.6 263 22.5 247 183 283 109 244 18.7 2*3 18.0 240 18.1 283 15.5 237 1111n 27.8 267 28.3 242 23.1 057 23.8 238 19.8 287 20.6 236 17.3 281 10.3 231 15.4 287 18.5 228 120In 220 220 22.3 209 123 229 15.8 205 107 229 152 202 I HOLG 90 Anchor Capacity Table (Ibs) Anchor (tip Pale= BuLabeta 2.71cConorete 3.514 Caw talon CIAO RIM MU PTWoad Metes AnahaTypo WWEI000Oraoan 1l4 EtaoW rstoS sft5r'Eb0 u0ason 9M8'EIno Lenso5 1/4 Elaotfll400n tAr as Vas Aggregator 51i9'Emo Umman 114'86 Etc* AOIraOSI« HO steal' Screw 6351 eta Steel Screw (05) 5110. Stead Sorsa835) Edge 0850000 N3 T 2 -112' A 2442' 3118' 1" 2.112' 4' 2441' 2' 3487 2' 0.42' 0.04' 0.324' embedment 04 1314' 1314 1-514' 1314' a 1 -44' 144' 1-114• 144' 1414' 1444' 2' 1.319' 1.385' Xeeo nate4) 2 Anthem 21805004.75" MIAO.C.t spa« offset alp (Fig. 13 390130 393.6 48088 89010• 184450 27016s 28080 304536 740160 406 its 564130 1182130 330158 420160 66054 4 AnaMro 421.12 Mtn. 0.0.1Standard («0l8el7 Cflp Vt. 23 480186 TOO 86 WA NIA WA 62A 35001 WA WA WA WA WA 652 n4 0'.) 1150106 4 Anchors 0 3' 1114 0.0.7(2) 246 Angle Clips l Otto 35 78014 76000 880106 1560166 1898168 640530 65004 WA 780 Ws 038166 880168 2364160 852l30 s $11' -> 1120 606 2Anehara ®O4S6na. O.C.l U4I12 Into 189 Atua.(Flg. 43 WA NIA WA' WA WA 011.4 WA WA WA WA WA WA WA r 71850 1 A00800/04944019.53 105109 150 Os 20546 445160 522160 105Ibe 140166 177.9 370168 234 Re 332166 801116 18364 21064 213064 2 Authors 481.16' LO40.0JP421p(Fg. e7 240148 35055 000 WA WA WA 190ts WA WA WA WA NIA 305@6 4235018 68064 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR V �CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21 FIGURE : • • FIGURE 3: • • 1[IGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE & • • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP."" "'"I X MULLION CAP.,,,.,,.1 'ANCHOR CAP.,,, USE THIS FORMULA TO OBTAN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING 70 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 ADDmONAI. ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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 IS ALLOWABLE. 3) MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOU.OWNG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE 6401.0 LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FW.ED CONCRETE 1 LOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD 8H ALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 6083 -T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126* THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -1 1.000" r- 5'X2.75'X3W'MULLION 1 'IiODUCTRBVLSBD oorlplyI ow10ttheFIortde Sanding Coda Acceptance No mtd l , pmdgttCTk ,\`‘,�'( lYNA1M J''�i �.• V6ENSF'�F''� No 68705 ::;51304‘_••• 8'T TE � �S,S�ONA''4��11�c ��� A. LYP Ilf1AIL1 . , P.E. FL P.E.# 58105 • • •.• • • • ••• •• •. • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • Mullion Capacity Table (Ib>iIft) • . • • • • • • • s • 1° x 3.12r x .600° Alum Ube Mull Opening Width (tor 58o4caiy 3parrir m lore) or Opening Height {fwlvAzafalty-9parnhlg mUftorep • • • • • • • . 5063 509 709 8063 629 10663 110 • • • 01;6 • • • • *12005 • Rectangular Le*•89 Treg7dw o. lo•hg Rec5ang4dar Loafing Trep07denp. 1.92•05 Reotengular � Trep111eng. R809aa1ar Loed1g 16017dang. Leading Reotmg4m Leo6* 76917/66. Loafing Rectangular Loading 16pO7da1131. Leading Reclagoler Long •8411661 Loathe Rectangular Loading 'deaf Mang. Loafing Rectangular Loading 1183455809. Loading 11 p ii 11 p ii 11 h li II p ii 11 p ii -11 h ii II p ii 11 p ii 11 p ii 11 p ii II p li 11 p ii 11 a ii ••h • 1844 ms • , :II- poll 74035* • iii• i h II to 3 1 429 170.0 820 170.0 436 170.0 744 170.0 470 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1110 170.0 821 1704 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 154.4 1802 170.0 621 489 170.0 708 170.0 524 170.0 850 170.0 584 170.0 892 170.0 030 170.0 1133 1704 881 170.0 1275 170.0 077 170.0 1417 170.0 003 187.7 1577 170.0 680 135.1 1677 170.0 680 1152 1577 170.0 880 50.6259 170.0 747 170.0 683 170.0 608 170.0 831 170.0 106 170.0 884 170.0 1195 1704 723 1704 1345 170.0 747 170.0 1494 170.0 768 141.7 1403 170.0 758 121.5 1495 170.0 789 104.3 1485 170.0 756 541n 170.0 762 170.0 012 170.0 956 170.0 601 170.0 1110 1704 769 170.0 1215 170.0 803 188.1 1401 170.0 837 1454 1401 170.0 666 124.8 1401 170.0 851 108.8 1401 170.0 881 93.4 1401 170.0 861 509 1704 885 170.0 701 170.0 1083 170.0 797 1886 1158 170.0 878 138.7 1155 187.0 828 123.3 1180 159.5 017 111.0 1158 148.7 910 92.5 1150 1448 803 75.3 1159 144.8 903 69.4 1165 144.5 903 839 170.0 920 170.0 745 159.8 1049 170.0 880 137.0 1049 155.5 890 1184 1045 141.7 848 105.5 1049 132.0 830 05.0 1049 125.5 828 78.0 1049 510.3 520 888 1049 118.9 819 62.9 1049 118.0 819 8805 188.0 955 170.0 789 1394 055 151.3 8• 119.1 055 133.7 789 104.2 955 121.4 775 02.8 955 1124 762 93.4 955 103.4 767 89.5 965 W4 740 62.8 625 05.7 748 52.1 915 98.7 748 7205 1254 803 1344 627 107.0 801 114.9 002 819 803 101.1 6/0 60.3 8)3 91.2 859 71.4 803 834 549 84.2 803 784 642 63.5 803 72.2 632 46.0 803 69. 828 40.1 803 69.7 627 7863 1092 721 114.1 820 01.0 721 97.0 018 78.0 721 65.1 805 692 721 70.5 662 8.7 721 70.1 580 54.0 121 K.4 570 45.5 721 00.4 589 39.0 721 68.0 564 34.1 721 6.1 683 7863 101.0 624 103.4 629 842 664 62.4 501 72.2 684 78.4 675 63.1 834 70.4 087 56.1 684 84.4 668 50.5 884 59.9 651 42.0 684 62.1 541 61 864 61.3 635 31.9 984 50.6 534 0008 85.8 514 674 458 04.0 514 57.3 448 47.5 814 50.0 440 41.1 514 44.0 433 38.0 5114 404 427 32.0 814 37.3 421 27.4 514 33.0 412 23.5 - 514 30.4 409 20.6 .814 29.0 403 98 N 542 462 53.7 404 45.2 452 47.0 305 38.7 462 405 390 334 462 38.4 384 39.1 452 33.9 378 27.1 452 30.3 373 224 452 as 885 19.4 452 24.2 359 180 452 224 355 10863 38.1 357 69 323 31.7 357 32.7 317 272 387 28.4 312 23.0 361 20.2 308 21.1 361 22.7 303 194 357 204 299 164 387 18.0 293 134 357 1.2 287 114 357 15.0 253 11163 35.1 338 35.9 300 292 336 30.1 301 25.0 338 28.1 298 21.9 338 23.1 292 189 338 20.8 289 17.5 338 19.0 284 14.5 338 18.5 278 12.5 338 144 273 11.0 339 13.0 262 120* 37.7 262 282 253 23.1 289 23.7 259 109 285 209 205 179 289 0e.1 252 15.4 284 18.3 249 13.0 289 144 248 11.5 288 124 240 9.9 289 11.4 238 8.7 289 10.4 232 v Anchor Capacity Table OM) A1dnsrOpPatterns S4bs,mte: 27k Canasta 3.50087. Helm CMU Flied CM PT Wood 61001 ArroMTppe 301S81oeUlreoah 15 also 16360n Me' Mao Maw 3t1SElaolAma•f 114' Ego 15'8855** Aga9GNOr 31151 Ego Macon 1/t 53 Mao AggaOatar MO Steel 8nmw(05) e12 Neel Saa*(08) 812 Steel Screw 935) Edge 5tetmce6n3 1' 2.102' 1' 2441 3445' I' 2402' 1• 24M r 3448' r 0.40' 097 0.324' 76306.09 Sur 1s/4" 145' 0414 1414' 2' 1 -U4' 1 -14' 1414' 1 -114' 1117 1 -14' r 1418' 1-318" (see roU4) 2 Arab= 624.75' 610*. 0.0. / Standard Weft. 1): 38016* 39006 4500* 9501M 1844 ms 2700* 280 Ms 33406 74035* 48835* 884 Ms 11620e 328160 42016s 8800* 4 A0o1,o* 101.1S68n. 0.. /S1mMwd Cep (Fla. 2): 48016 700Ibs WA WA WA WA 380 Ms WA WA WA WA WA 86206 6400* 112086 4 Anchors 6277663.0../03248 Au810 Ups (Fg. 6 78008 760e. 862055 168016* 189816 64010* 88016 WA 7801* 931316 6801* 238486 85286 84006 112016 3Andnas l00AS 111n. 0.0. 14461. hdo 1/5' Alum. (Fig. 4 WA 9VA NW NIA WA WA WA WA WA WA WA WA WA WA 107416 1 Anther /FC9pfg.6): 185@* 18500 225 706 44816 812 8* 13606 14006 17706 37016* 23486 33200 881 Is 18310* 21006 28035* 2 Anoka. ®t.55'En. OA. IF. 6 (199.6): 24035* 35016s WA WA WA WA 1500106 WA WA WA WA WA 303 00 42003 5800* NOTE: FOR THE OFFSET CLIP. USE 11E: SAME ANCHOR PATTERN ANDANCHOR YALUE8 AS THE STANDARD CUP. FIGURE 1: • • FIGURE 3: • FIGURE 4: FIGURE 2 • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 8: • FIGURE 0: • ANCHOR CAPACITY ADJUSTMENT FORMULA: (• )X(ANCHORCAP.,,,,t \.ANCHOR `MULLION CAP....,„„ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN (718 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. 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 *ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.88. ALUMINUM SHALL BE 8083-T8 AND BE A MINIMUM OF .12'1° THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK,(18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL M1.000". -I 1 "X3.128"X JP' MULLION (P YF MULLION) 1 gi: 171 1 yyr LT� co 3 PRODUCT RBYISBD 9 complying with the Florida Ie2dlogCode acccplmtoo No • • ••• • •• •• • • • • • • • • • • • • 0•• • • • • • • •••••• • 0 ••• •• •• • • • • • • • • • • • • • • ••• Minton Capacity Table pbsfft) • • • • • • • • • • 1 x 4 x .126 MUlliall Opening Width (for s•1d1 ItyspmWngnnNare )orOpontngHelght(forh dzonloIyapaMrlgmtmmre) : : • • • . • • • •.• 8010 805 701n SO In 808s 1001n 1208.03 • • • 146811 �• 4 88081 ReRanotat Illiep/Mant Loafing • Loading Reat•gtdar Lowing 109/Stang. Medan Rectangular Lowing T1eplTdeng. Loafing Re6Wgaar Loading TmN7Aen9. Loading Rnalen5dar Imam TreptTdana. bedbug 84080 Car load8g Mp/Mag. Loans Rectangular Loathe 210/71109. Loafing melanges Loafing OaP &. Lcadn9 1oed0g '�47 Loadng i 11 pi ii 11 pi ii 11 pi li 11 pi li 11 pi ii 11 pi ii 11 pi ii 11 pi ii 11 pi it 11 pi li 11 pi ii 11 pi li 11 pi li fill .41 .1a. lii 184400 21058 , , •.ils• • 14003 45153 h fi6810 0 42 10 170.0 820 170.0 438 170.0 744 170.0 478 170.0 888 170.0 800 170.0 092 170.0 819 170.0 8118 11700 821 1700 1240 170.0 821 170.0 1488 170.0 021 SMOG /489 5170.0 86218 1218.8189 2240 Ms 5151.0 021 4011 110.0 709 170.0 624 170.0 510 170.0 884 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 077 168.3 1303 170.0 880 1303 1303 170.0 880 111.7 1303 170.0 510 07.7 1303 170.0 680 519261n 170.0 747 170.0 683 170.0 898 170.0 801 170.0 1048 1703 884 170.0 1195 870.0 723 15.1 1235 870.0 747 140.8 1235 170.0 768 117.1 1235 170.0 750 100.4 7236 170.0 760 87.0 1236 170.0 788 841n 170.0 707 170.0 612 170.0 958 170.0 091 170.0 1110 170.0 764 164.4 1185 170.0 903 137.2 1188 170.0 637 123.6 1188 170.0 850 1020 1168 170.0 511 89.2 1151 170.0 511 77.2 1169 170.0 881 60la 170.0 889 870.0 701 106.7 1542 170.0 797 142.9 1042 181.1 842 126.1 1042 148.7 815 1112 1042 1366 801 100.0 1042 1302 701 83.4 1042 125.1 782 71.5 1042 195.1 751 826 1042 195.1 782 830 170.0 030 170.0 745 161.2 892 183.0 818 123.6 095 144.4 789 113.4 992 131.0 782. 100.8 942 121.4 788 00.7 092 114.8 788 76.8 7182 108.4 745 64.8 092 108.0 744 85.7 982 100.0 744 185.4 847 170.0 780 1279 947 146.0 780 110.1 047 195.3 760 103.4 941 117.7 782 •19 047 1057 738 027 947 102.2 727 689 847 95.1 713 51.1 947 84.0 711 61.7 847 94.0 711 7210 136.0 849 142.7 737 1132 849 121.6 722 97.0 849 1089 708 849 849 0.4 698 75.5 848 88.7 688 679 849 82.7 878 68.6 649 76.3 959 409 849 72.8 052 42.5 849 72.4 951 7810 1169 782 195.7 068 00.3 762 142.8 652 42.13 782 90.0 640 72.2 782 809 629 842 742 742 820 879 782 692 913 48.1 762 429 602 41.3 782 88.9 697 38.1 142 69.4 695 7810 1082 724 111.4 834 89.0 724 04.8 821 78.3 724 620 600 689 724 74.4 699 804 724 88.1 591 63.4 724 63.4 683 449 724 573 873 382 724 84.3 695 33.4 724 639 686 601n 519 643 719 483 69.0 543 80.7 474 40.7 645 629 950 43.5 643 47.1 495 382 643 42.8 482 34.8 643 39.6 448 20.0 543 349 438 24.6 843 42.1 430 21.7 943 30.7 429 5118 87.3 476 689 427 479 470 49.7 410 40.9 478 432 412 359 470 38.6 488 319 478 34.8 400 28.7 478 32.0 395 232 476 28.1 388 209 470 26.8 300 179 478 24.2 375 1001n 40.3 371 41.1 341 33.5 377 349 338 28.6 377 30.0 330 26.2 377 28.6 395 22.4 377 24.0 321 20.1 377 22.0 317 189 377 19.0 310 14.4 517 17.1 304 111 to 37.1 357 37.8 323 30.8 367 312 319 51.8 367 27.6 313 23.2 307 24.4 309 20.6 367 22.0 305 189 367 20.1 301 15.4 357 17.4 264 12011 290 308 228 279 24.5 308 23.1 274 21.0 368 21.7 270 18.3 300 102 287 18.3 308 17.3 283 14410 17.0 212 172 198 _ Anchor Capacity TON (Ibo) Anchordfp Patterns Sobsbe8e: 2.78 Concrete 2.611Mo. Hollow CMU FI8e0CMU PTWood Metal Anelra Typr. 3i88"Ece Ubaeen u4' Ece URreearl QI18' Elco Mow 3118'Ece188ea•t U4"Heo Ubacca 1!4' 80 Ece 6118' Et" U6eean 16"8 Eeo Aggregator •108"el Scam (08) 112 Med ease 015) "2 51eU 866006 E54e 12etenoe (n) r 2112 1' 21!2 3418' r 292' r 2.1!2' 2' 3418' 2' 0.48' 094' 0324' Embedment 60 1410 ISM' 1414' 144' 2' 1 -114' 1 -10' 1-114' 1 -114' 1414' 1 -1/4• 2' 138' 1478' _(ae8 note 4) 2Mdwae lg14.76" NW. 0.0.1bindmd alp (FS. 1 ern 38003 39090 450180 85058 184400 21058 28053 35400 14003 45153 894 m3 118280 395 Re 42058 600118 4 Anchors (0226' Ns. O.C./ 8890Qad 421p (Fig. 3) 70053 70353 68053 141003 95253 WA 58053 NA 63053 NA 88000 NIA 95253 84053 112053 8 Mahn ®1.16'Ws. O.C. /8teldmd(p(No.4k 89053 140050 WA NA NA NA 78050 WA 1470 WA NA NA 130453 1880 Ms 2240 Ms 4Anshas4887A00.0.0.1(2)246Mgt6 69p3(18 0) 78081s 780113 80053 178055 320853 043180 65158 79558 145158 83850 132858 238453 88258 84050 11205s 8 Aachen la 3' NA OZ./ (2) 218 Anglo Caps rg. 01: 117058 1170118 195058 234053 284458 81058 84058 WA 114054 1404113 132053 3548858 87853 125158 N880 5s 4 Anchors ®0.45 Min. 0.0.1042p, Into 178' Nmt.(Ns. 7): NA NA NA NA WA WA NA NA WA NIA NA WA WA 000 143203 2 Anchors ®228' MIS 0.C. /F42p(Fig 0 36053 35068 95058 78660 47853 MA 28053 NA 31853 053 44053 010 22853 42053 6515s 4 Anchos® t. 18' Mb1. CC/F13p rig. Or 480860 70058 WA NA 16A WA 38053 NA NA WA WA NA 85253 64053 112088 NOTE FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: . 11 FIGURE 2 • • FIGURE 5: • • • FIGURE 3: • • FIGURE 8: • • • • • FIGURE 4: • • • • • • • • ANGLE CUP (FIGURES 888) MUST BE USED IN PAIRS. • 0 FIGURE It FIGURE 8: • • FIGURE 7: • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA (DP ) X / ANCHOR CAP.,,,,,,,,,) 0ANCHOR CAP. `MHILUON USE T1118 FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUWON 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. 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 I8 ALLOWABLE. 3) MUWON AND MUWON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT ( CNN) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.55. ALUMINUM SHALL BE 8003 -T5 AND BE A MINIMUM OF .128' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL -.11.000'i-- 1 X4'X.25' MULLION 5 Z 0 2 w 2 Z 2 0 a 2 oAg 1 2 m 1 5) O 1 .128' PRODUCT REVISED a complying with the FLmlde Wading Coda Acceptance No 5.06 ��,•� 7!_/''4'' Ge • • ••• • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • ••• • • • • •'.ter.. ... Mullion Capacity Table (Iba1R°) • • • • • • • • • • • 1 a4 :.376 AWm Tuba M16I•nIIIIIIIIIIIII Opening Width (tor r9rticeUy- apanli g muttons) or Opening Height (for f IN•epers4ng naMons) i i • : • • • • • • 601 801n 701 631 901 1001 1201 • • 14015• 5 • • • • • • 4IBY� • Loading 790/11191g. Loading Reotengner Leadn9 Trap?daeg. tean9nB Reolm.nier Loading Tm 7rdang. Loads. Rectangular Loading 7tspfdeug• Lo8Wtg Rectangular Loading T1alr'Itl�. Loading Rent n5dm Loading 7007/01••. Loading Reote352182 'Oeplmaag• Loa849 neotengWaz loading Trep118811 . Loading Renlmigdm 1000830 TrepITdars Lwdng it i I i i 0.48' 0.64' 0.324' i 1074' 1374' 144' 1444' 3' ii 1-1/4' 1 -114' i 1.14 1 2' l /II. (aee ale 4) 2Andam 9i) 4.76"14113. O.C. /Standard 26p (FS. 1 or 2j l 300015 i lit 104410= I;. � •I „. 88404 •1••i E 488166 • 11:ii 1192109 { g S 421 170.0 620 170.0 436 170.0 744 170.0 475 )170.0 088 110.0 606 170.0 992 170.0 518 170.0 1118 170.0 621 170.0 1240 170.0 091 170.0 14068 1709 091 170.0 1738 170.0 8521 170.0 093 179.0 521 481 170,0 788 1709 524 1709 870 170.0 884 170.0 992 170.0 630 170.0 1133 170.0 801 170.0 1276 1700 877 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1983 170.0 680 151.0 2014 170.0 680 009261 170.0 747 170.0 663 170.0 898 170.0 831 170.0 1016 170.0 804 170.0 1188 170.0 723 170.0 1346 170.0 747 170.0 1484 170.0 758 170.0 1793 170.0 766 188.0 1919 170.0 768 138.0 1910 170.0 768 641 170.0 797 170.0 812 170.0 908 170.0 891 170.0 1116 170.0 784 170.0 1278 170.0 803 170.0 1434 170.0 837 170.0 1884 170.0 888 169.9 1799 170.0 881 137.1 1789 170.0 801 120.0 1789 1706 881 801 170.0 885 170.0 701 170.0 1063 170.0 767 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1584 170.0 898 185.8 1019 170.0 1033 129.8 1819 170.0 1003 111.0 1819 170.0 1063 97.2 1810 170.0 1083 031 170.0 930 170.0 748 170.0 1110 170.0 800 170.0 1302 170.0 940 170.0 1488 170.0 1015 166.7 1842 170.0 1078 141.0 1042 170.0 1122 117.6 1612 188.6 1158 100.7 1512 1679 1167 88.1 1542 187.9 1157 881 070.0 874 170.0 789 175.0 1189 170.0 803 170.0 1384 170.0 1002 188.9 1472 170.0 1088 142.8 1472 1889 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 919 1472 148.0 1104 80.3 1472 148.0 1104 721n 170.0 1063 170.0 878 170.0 1279 1700 1009 160.8 1320 188.2 1101 132.0 1970 149.0 1082 117.3 1320 137.8 0988 188.6 1320 128.8 1049 88.0 1320 117.0 1024 75.4 1320 1129 1013 08.0 1320 1129 1012 701 170.0 1122 170.0 837 149.8 1184 189.4 1013 1282 1184 189.0 891 112.2 1184 188.7 978 99.7 1104 116.3 964 89.8 1184 1079 802 74.8 1184 97.6 936 84.1 1184 83.1 827 88.1 1184 92.3 925 781 188.1 1124 170.0 887 136.4 1124 147.0 988 118.8 1124 128.8 947 103.8 1124 118.8 031 82.3 1124 1059 918 83.0 1124 98.5 800 092 1124 89.0 870 89.3 1124 84.3 881 81.8 1124 832 878 0013 108.1 644 111.5 750 90.1 844 94.3 738 772 844 09.1 724 879 844 73.3 712 80,1 844 899 702 84.0 844 81.4 1393 459 844 642 876 389 844 60.0 808 33.8 844 47.7 800 901 89.1 742 91.8 883 742 742 772 862 83.8 742 872 841 883 742 609 631 499 742 84.1 822 44.6 742 49.8 814 37.1 742 439 800 319 742 899 890 27.8 742 37.5 684 1081n 839 690 839 53(1 52.1 688 53.8 521 44.7 688 48.8 613 39.0 888 41.4 405 34.8 688 37.3 498 31.3 588 342 492 28.1 688 209 481 22.3 588 28.8 472 19.6 686 24.7 468 1111 67.8 886 889 503 440 865 49.6 486 41.2 559 429 487 38.0 555 38.0 480 32.0 688 94.2 473 28.8 565 91.3 487 24.0 886 27.1 457 20.0 055 24.3 448 18.0 588 22.4 442 1701 46.8 476 48.4 433 340 476 39.0 478 329 476 33.7 420 70.6 476 28.8 414 25.3 476 28.8 409 32.5 475 24.5 404 19.0 '476 21.1 388 16.3 476 18.7 387 14.3 475 17.2 381 1441 28.4 330 207 305 27.0 330 224 301 18.0 330 19.3 207 189 330 17.0 283 Anchor Capacity Tab!. pm) AndrorC6pPaltlls 318810488 2.7k Canes 362 Caro. Hanoi MU F810d cat; PT Wood Metal Nrofiar77pa 3118'EksLMto n 114' Boo WIaoal 8/18'75 !Aram 3118 Elm 18108aln 144`Etcolk4aaon 1498 FJd0 Assess/ &18'6eo UO4can 1/4'89 Eke Aggregator 210 Mel Saw 935) 9129th 889•(16) 812 Bled Saw( Edge RSimroe On$ 1' 241' 1• 2412' 3 -118' 1' 2.11 1' 2-12' 2' 3446' 2' 0.48' 0.64' 0.324' Embedment (9/0 1074' 1374' 144' 1444' 3' 1 -14' 1-1/4' 1 -114' 1 4/4 1.14 1 -14' 2' 1418' 1401' (aee ale 4) 2Andam 9i) 4.76"14113. O.C. /Standard 26p (FS. 1 or 2j 390148 300015 46080 800108 104410= 270lbs 280 Os 88404 74004 488166 88408 1192109 370105 42064 580108 4M0h10e .226' 1410. 0.C.I05e55541p0212. 3): 70064 70003 680 Rs 1410105 06204 WA 68904 WA 8301138 031A 84024 WA 892108 840159 112008 8Aedtae (511.16` LOn. O.C.I Standard 42p (80.4y 880103 140063 WA WA WA WA 78928 WA WA WA WA WA 130488 1880165 224011s 4A58h500 8'103.0.0./(2)256# 80075(1310. ink 780 ms 78004 8001b3 178004 32881be 640tbs 880 es 70868 14800s 03808 132873 2384 Pas 882 Its 840 Ds 112006 88./ 517013 ®3' tan. O.C. / (2)2t8A1Re taps (MAD 1170105 117094 102004 234065 2044105 510105 84004 WA 144004 1404100 7320 Os 8888093 97808 128908 1880105 4 Anchors 43)0.45 MIA O.C.! 04217, Ito 1Po'Akira. (Ns. 74 WA WA WA WA WA WA 67A WA IBA WA 60A WA IN98. WA 1432108 2AnotoNse225" MIA 0.C. /24129 rig. 44 380105 360 Ms 880108 789105 47885 WA 280108 WA 31804 00s 44005 064 32808 40904 680105 4M ro 0001.16'ldIn.O.C.IFCllp(F10. 5): 480 Os 7000s WA WA N/A WA 380108 WA lg* WA WA WA 80964 840148 1120105 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • ' ; • • • • • ON LOADING. SEE SLEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS LR ALLOWABLE. 3) MULLION AND MULLON CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 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 80 OF 0138. ALUMINUM SHALL BE 8003 -TB AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .128• THICK A140 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERAL. FIGURE 1. FIGURE 2: • • • • FIGURE It • • FIGURE 3: FIGURE 4. FIGURE 8: FIGURE 9• 1 ANCHOR CAPACITY ADJUSTMENT FORMULA: or-)x ( ANCHOR CAP.,,vW.\ =ANCHOR CAP..w MULLION CAP.,,...,. 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. if FIGURE 8: .• • • 1 • • ANGLE CLIP (FIGURES 636) MUST BE USED IN PAIRS. • • FIGURE 7: • • • • 4.000' 1.082' f+- --• j 1.000" .-3T76• 'X4' X.376' i T. - MILLION N `L W z 2 a gt D. Ina3 10 ig � • Z _ • MOO x Fij X O O joi PRODUCT RBVISBD vs 4ampty0g40hh dmFlmbdS Building Cods Acceptance No ExpladopAma M 13. Product Centre SG' ``` 1113 IL 11'NN * No. 68706 S1flNAL � • ``‘ A. L+NNIMNLLE %P'.E. FL P.E.0 88705 • • •• •• • • . • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• - MuBhm Capacity Table (Mee) j :: :. • •• • • •: : 1.26° X 1.2r x Tub Mull • Opening WRBth (for vertically-seaming 4naAlotts) or Opening Height (7mIwi2mdafyspwodn 611611119) • • • • � • • • • BON 2051 7051 80In 5051 ' NO In 120th .. • • • 14014 • • 120; ref toadng 4a0/ltle/8• L Re l Loading Aepffor 60184(45 ltetre09ukr Loading Dep/7den& towing 6480 0407 Letting Treplldoog, toaditg Loam Tres 1ilang• LaodTO Reaten8nter tead59 71aa81048. Loa4tg Rectangular Losdiag TreplTdan9. 1018441 R• 8r 1+10 T,(4 Meng, toadng a088,tlar3 4.018(649 riM91mg. 6 1.318/88 ii ii 1111 3445' II ii 11 ii il ii il l 1374' 7 1 -144' 1414' 1 1414' 1 -114" 1 44' 2' 1322 1416' (acs nde 4) 2Anchae O 4.71318n. MO /851edad Cep (Ng. 1y it 39008 450 Its • 1844130 • ;fl•, a• 354 Os • 3 2 1182 Se 421n 170.0 620 170.0 435 170.0 744 170A 478 170.0 888 170.0 sag 170.0 eta 170.0 510 170.0 1118 170.0 581 170.0 1240 170.0 621 170.0 1408 170.0 111F 17010 1436 leaf 8544 VI0 &Pa 1V•91 1821 4451 170.0 708 170A SN 170.0 550 170.0 584 170.0 092 170.0 038 170.0 1133 170.0 601 170.0 1275 170.0 077 170.0 1417 170.0 980 164.0 1648 170.0 880 132.7 1548 170.0 850 118.1 1608 170.0 880 00A25 1 170.0 747 170.0 683 170.0 808 170.0 831 170.0 1018 170.0 884 170.0 1105 170.0 723 170.0 1345 170.0 747 187.0 1458 170.0 768 139.2 1488 170.0 758 1193 1488 170.0 788 104.4 1488 170.0 768 541n 170.0 787 170.0 812 170.0 958 170.0 891 170.0 1118 170.0 784 170.0 1275 170.0 803 183.1 1570 170.0 837 148.5 1378 170.0 860 1223 1375 170.0 981 104.8 1378 170.0 581 91.7 1378 170.0 881 801n 170.0 885 1700 701 170.0 1083 170.0 797 1889 1158 170.0 878 139.8 1158 187.4 930 123.6 1158 158.0 919 4112 1168 150.0 812 93.7 1188 144.8 908 79.4 1168 144.8 905 835 1158 144.8 005 83In 170.0 930 170.0 748 150.1 1551 170.0 850 1372 1081 1839 882 120.1 1051 142A 848 108.7 1051 132.3 837 931 1051 126.7 830 80.1 1081 1199 032 09.8 1051 119.1 821 60.0 1051 119.1 821 8845 187.1 857 1702 789 1393 957 161.8 858 119.4 957 134.0 790 104.4 057 121.8 777 02.8 047 1129 787 830 957 108.8 720 89.8 867 100.0 760 69.7 857 889 748 622 057 889 748 721n 120.7 804 135.2 208 1073 584 1162 684 919 804 101.3 1371 80.4 804 81.4 880 719 804 84.1 850 84A 004 789 843 830 806 72.3 833 480 804 MA 828 402 804 58.0 828 7551 109.4 722 114.4 330 912 722 07.2 518 702 722 05.3 808 80.4 722 78.7 685 600 722 70.3 658 54.7 722 05.6 890 46.6 722 59.6 670 39.1 712 58.7 805 34.2 722 662 684 7658 101.2 888 1052 800 84.4 885 20.8 588 72.3 885 78.6 577 83.9 885 700 588 082 885 84.8 560 60.8 588 80.1 443 42.2 685 0,4.3 643 362 685 81.4 637 310 085 60.7 820 9058 059 818 80.0 467 549 615 WA 449 47.1 818 00.1 441 412 516 44.7 434 360 815 40.8 428 38.0 616 37.4 422 27.5 815 33.1 413 23.6 816 300 407 200 616 29.1 404 181n 643 463 65A 404 453 453 47.1 397 385 458 41.0 391 349 463 35.4 385 30.2 463 33.0 979 27.2 453 30.4 374 22.8 453 MA 385 19.4 453 242 380 17.0 453 22.9 358 1055, 38.1 359 39.0 323 31.8 358 328 318 272 358 28.4 313 23.8 858 26.2 358 212 358 22.7 304 18.1 358 M.8 900 188 388 18.0 203 11151 36.1 338 399 305 292 358 30.1 301 231 339 20.1 207 270 338 232 203 199 338 209 220 17.8 338 18.1 285 120 to 27.8 220 28.3 294 232 290 239 220 18.9 290 209 269 17.4 280 182 258 15.4 290 40.4 249 144 51 16.1 201 18.3 188 _ Anchor Capacity Table (Ms) Anchor Clip Patterns Substrate 27k Concrete 3.614 Can. 4390531411 Pined 4210 P7 Wood IOW Anchor Type 3148" Elco =won 1/4•aeo Mown 8118'Eke Ukases 31117• Elea tlxacal tA7 Boo Macon 144'85 Eno Aim 8116' Moo Ullman 144" 88L9w Agin to 010 Meal 8aew(tffi7011010(OS 912 meet 202 Stec( 8ataw(08) Edge Name (5,y r 2.177 r 2.172' 3478' 1" 2.111' 1' 2.177 2' 3445' 2' 0.46' 384' 0.324' Ere5ednl•d (5,y 1374' 1274' 13/4• 1374' 7 1 -144' 1414' 1-144" 1414' 1 -114" 1 44' 2' 1322 1416' (acs nde 4) 2Anchae O 4.71318n. MO /851edad Cep (Ng. 1y 39055 39008 450 Its 89398 1844130 270 Ito 24065e 354 Os 7440o 488 Ms 884100 1182 Se 320120 420 Ws 880180 4 Anctees 531.18'MIa0.0 /StaneeCap(Flo. 2y 48010s 700I1a WA WA WA WA 3201te WA WA NIA WA 40A MS Os 840 Os 1120 450 4 Amine All a' Mtn. O.C. I(2) 2t6Ands Cipa (Rg. 37 780 45s 780 Ito 820 the 1860 Se 189825 .640100 60130 NIA 7M @s 83805 68015e 2334 Ms 852@0 840 Os 1120 Re 4 AnoMS ® 0.45" Ma O.C. /U4 45 Into 1/8' Akre (Fig. 4y NIA WA WA NIA WA WA 600 NIA WA WA WA WA WA NIA 1432 430 1 Mobs/ Nap (Rs 57 19545s 19690 22885 445455 622 Re 135130 140183 17765 370453 234 Ms 832 Re 691100, 183 Ns 210400 280 Ike 2 Anchors 85 1.16"MN. O.C. /FC6p(Ft. 8y 240463 39095 NIA WA WA WA 100165 WA WA WA WA WA 32095 .2095 620 the NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATT FIGURE 1: • • FIGURE 3: • • FIGURE 41 • • • • FIGURE 6: • FIGURE 2: • • • • • • FIGURE 8: • • ANGLE CUP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: or.) X / ANCHOR CAP.00.e,.) =ANCHOR CAP.,® (MULLION CAP.,,,,,„,. USE THIS FORMULA TO OBTAIN THE `ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT I8 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. 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 S ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONUItt it SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRES SURE - TREATED YELLOW SOUTHERN PINE WITH AN SO OF 035. ALUMINUM SHALL BE 6083 -T6 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THOCKAND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 125' X 3.185' X 205' t.VJW X4 (1-1/4` VF ) 0 3 W Z U a 2 Y co co 1 1 yg� mco 3 U. 0. Qv fig tq r �O co 1 O N PRODUCTREYISED as Bail complying with IhO Florida Acceptance No 6 t • • .•• • • • ••. • •. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••. • • • • .•• .. A__ _- . MuMen Capacity Table (IboIR") • • • • • • • • • • 224x$8 a48a01an Opening WM& (forbelBcally- apemfig means) •rOpenIng Height (for hmt2HartY�perving means) • • • • • • • • • • • • 50 in 801n 7026 501*, 00 In 10016 1201n • • Tmdda0p. Loading 5 • 1401n )leclagtar Leading • • .313/61211F Loathe 160 8( 119216 Loading 4109,1091111 t Loading Rdolan9 LoedN9 7fapRdang. Loading Rectangular Loat6g DapT0am. Loading .eabnp4m Leading 0e1Y31ag. Loading Reolengda Laming 123p/Nag. Loading Rectangular Wading Trap/Mang. Loam Rectangular 0.68568 72 21111283 Loading Rectangular Loadig ii 11 1 n hi II ii la I 0.48' hi 0.314 hi 144' la it l 1.74 2' 1 -14 it 1414 it 1414' 144• 2' 148' i 1 2..,..,.•.. 554.75'122 OA 1Stadard 10916/27 390198 gp , ' , 354195 X11 r 80 4210 170.0 820 170.0 438 170.0 744 170.0 478 170.0 808 170.0 508 170.0 692 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 14880 120.0 4 39111706 76955 1236 11..0 5 W0.0 11)(6 17p.♦j 621 481n 170.0 708 170.0 624 170.0 850 170.0 584 170.0 962 1720 854 170.0 1133 170.0 881 1702 1276 1702. 877 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1863 170.0 850 170.0 2287 1780 880 50325 In 1700 747 170.0 083 170.0 888 170.0 • 831 170.0 1048 170.0 884 170.0 1105 170.0 723 170.0 1348 170.0 747 170.0 1404 170.0 768 170.0 1793 170.0 766 170.0 2082 170.0 768 170.0 2391 170.0 763 641*, 170.0 797 170.0 812 170.0 968 1780 891 170.0 1110 170.0 784 170.0 1278 1780 803 170.0 1434 170.0 837 1780 1696 170.0 868 170.0 1013 170.0 881 170.0 2231 170.0 881 1780 2850 170.0 081 130111 170.0 050 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 078 170.0 1417 170.0 944 170.0 1584 170.0 058 170.0 1711 170.0 1033 170.0 2128 170.0 1083 170.0 2479 170.0 1083 1808 2880 170.0 1083 63 fa 170.0 930 1780 745 170.0 1118 170.0 850 170.0 1302 170.0 040 170.0 1488 1780 1018 170.0 1873 170.0 1079 170.0 1859 170.0 1122 170.0 2231 170.0 1189 1863 2563 170.0 1171 146.9 2653 170.0 1171 8615 170.0 074 1702 789 170.0 1189 170.0 003 170.0 1384 170.0 1002 170.0 1658 170.0 1008 170.0 1783 170.0 1165 170.0 1848 170.0 1210 170.0 2338 170.0 1276 181.8 2437 170.0 1280 132.9 2487 170.0 1286 721n 170.0 1083 170.0 878 170.0 1276 170.0 1000 1780 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2128 170.0 t381 1452 2184 170.0 1488 1242 2184 1762 1320 109.2 2184 170.0 1830 7891 170.0 1122 1702 037 170.0 1348 170.0 1080 170.0 1870 170.0 1209 170.0 1794 170.0 1372 105.1 1800 170.0 1421 148.8 1980 170.0 1505 1232 1980 101.8 1548 100.1 1060 164.0 1096 822 1000 1622 1531 7816 170.0 1161 170. 987 170.0 1381 170.0 1118 170.0 1811 170.0 1280 170.0 1842 170.0 1189 1627 1881 1702 1474 137.4 1881 183.1 1500 114.6 1881 147.3 1473 983 1881 1392 1459 95.0 1081 1372 1454 90(1, 170.0 1328 1780 1144 149.1 1398 1680 1219 127.8 1398 1380 1193 111.8 1358 121.3 1170 01.4 1398 1182 1100 69.6 1508 1019 1147 742 1398 882 1122 83.0 1398 623 1105 862 1398 70.9 1098 901n 147.4 1229 101.5 1� 122.9 1229 127.9 1070 105.3 1229 1112 1081 92 1270 08.0 1004 812 1228 892 1028 73.7 1270 82.4 1018 81.4 1229 72.2 093 62.7 1228 66.9 977 40.1 1229 62.1 987 1081n 103.0 071 106.8 877 86.3 071 69.0 862 74.0 971 773 049 04.7 071 084 837 679 971 01.8 626 61.0 071 68.6 618 43.1 071 49.0 798 37.0 071 44.0 782 33.4 871 40.8 771 1111n 95.4 919 97.3 832 70.5 910 812 819 00.1 019 70.9 658 69'619 819 794 53.0 010 50.7 784 47.7 910 512 774 387 919 449 768 34.1 019 40.2 742 78.8 018 37.1 732 120In 75.5 786 78.0 710 839 788 84.5 . 705 63.9 786 65.6 655 472 788 49.4 088 419 786 44.4 077 37.7 788 40.6 088 31.5 768 342 853 27.0 788 31.0 841 212 758 28.4 631 14476 49.7 848 443 804 38.4 540 37.0 498 312 648 312 491 27.3 840 702 485 243 548 70.3 479 31.8 548 219 474 182 048 10. 484 102 846 17.2 400 13.7 648 18.5 448 • • --- v~ Anchor Capacity Table (Ihs) A1121174012 Patterns 8ubanal% 2. • ,...10 3.011 Como. 198(5 ...-1 Flied C391 F7 -r.^: 178(81 Anchor Tim MS" Eke Macro Ur Elmo Macon 6718'15w tFama6 VW EtonUOreoao 24Eo0Ullnuce 114.98188. A 118• Boo Unman 114'08 Etas Ag•e8aar 8108teel 848800) 812 Mad 8ae18848 0121 peel 9aear(85) Edge Distance 662 1' 2-175" 1' 2402' 3410' 1• 2.12' 1' 242" 2' 348' 2' 0.48' 0.64" 0.314 Ernbedu•d On 144' 1114 1414• 1.74 2' 1 -14 144' 1414 14/4 1414' 144• 2' 148' 14/8' am note 4) 2..,..,.•.. 554.75'122 OA 1Stadard 10916/27 390198 gp , 354195 7 r 80 118258 328'.- 4.'Ibo 660 4 Anchors 532.N'LPo1.O.C/ 0NnQadC0p O1014 74058 7401135 83080 140580 14241b8 58058 NIA 88650 968. 08080 MA 83200 040190 1120165 8 Anthers 121.71' ism 0.0. / StandardCQr 21347 88858 76058 104558 WA 7655s WA 76955 WA WA WA 9701s 12501.08 105080 4 Amh� @3'M61.0.0./1S•48Ngk Clips (Fig. 69 700 On 6805e 168000 180850 58058 FGA 78060 038106 89058 2384100 0501.00 840 Re 112000 8Annie= 433' 16.0.0.7(2)2118 Ange L (FS.4 117050 Mum 023' 2140 ,.: LJ 7 )i.� aQ'MI 111L,g111 1320 60 364858 0711168 1280 ars 1669 3Anoh0e ®1.34' 6146.0.0.71243(8. Edo 18'A••. 0'12 79 9/• MGM MILM MUM MiE '®' WA WA WA FBA '. 8An0ba4s115 0.84142LO.0.IUU21g, Into 112 Nun Mg.* WA `i9. .. WA WA WA NA WA WA ':. 'A WA WA WA 21': 28009as 63 2.88' M95 0.2.73435 543.. 93 37058 37050 31650 74300 71250 WA 28050 , MA 34890 WA 44000 WA 32050 42000 89800 3 .06x10001.71'5454.O.0./F42y ft. 109 39080 360198 34060 78058 84858 27060 25058 WA 36990 409198 44090 11622 Ma 32858 42058 68055 FIGURE 1: • • FIGURE 6: FIGURE 2: • • • • FIGURE 3: • • FIGURE 8: • • • FIGURE 7: FIGURE 8: FIGURE sk FIGURE 10• •0 • •• • • • • • • • • • • FIGURE 4: • • • • • • • • ANGLE CLIP MIST BE BE 4� IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON BFEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (D p) X ANCHOR CAP.„.„..) .ANCHOR `MULLION CAP.....I USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT E 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 TABLE NOTE 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 IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1•20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PIE WITH AN 89 OF 0.55. ALUMINUM SHALL BE 8083-11 ANDREA MINIMUM OF .126' THICK STEEL STUDS TO RE A MINIMUM (MADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 126' THICK A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1 ta202 26 Z z0. C5" tc4)o a. O O kIS a. a ,ICODUCT OVl94eFlorida oomobies 11218158 auk NcoeptmiseNo JI Ad& OM 2'X4'X.25'MUUJON • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• •• • • • • • • ••• • • • • • • • • • • • • • • • • • _ v Mullion capaoly Table nbem8J • • • • • • • • • • • • 2588.25 Alum Tube _ •• • • .• • ° potting Win (tor �BcallyspeM> LgmWorrs )or Opening MOM gorhorizaAeQysplo iresato* • • •• • • • • • 0010 8010 7010 80 In 90 In 10010 12010 • • • TrapRilgon loading • 14012 ReVmgula Lambs • T�g ! • 18011• 1=tur • • • Rectangular Loading Rap/Mang. Laming Rectangular Laming TraW7dang. Loading Rectangular Loading Trepffdag. t.oadrg Rectangular Laming TlmpRdag. Loading Re0a0.18 Loading TranRde(g. Laming Reclagula Loading Trap4Tdag. Loading Reolenwler Loading ii hi ii ii hi il ii hi i 0.40' � 2924' hi i 1.314 hi 1 h 7 J 1.114' hi 1- 114' hi 1.1/4' hi 1370' hill! (eoo nate 4) 0 3901n h •h 89015 1014 Re 270 15 20015 2. .1 1j 170.0 a F81 q780n 4210 1700 820 170.0 435 170.0 744 170.0 478 170.0 on 170.0 800 170.0 e12 170.0 510 170.0 1118 170.0 531 170.0 1240 170.0 521 170.0 1488 170.0 rel. 75. 4 flog •521. 17 0 170•.0 419.•83 •2287.1705.880 4810 1700 708 170.0 524 170.0 880 170.0 584 170.0 092 1700 830 170.0 1183 170.0 881 170.0 1275 170.0 077 170.0 1417 170.0 600 1700 1790 170.0 520 1700 1883 170.0 880 80.025In 1700 747 170.0 183 170.0 890 170.0 831 170.0 1048 170.0 084 1700 1195 170.0 723 1700 1345 1700 747 1700 1404 170.0 750 170.0 1793 170.0 708 1700 2392 100 758 170.0 2391 170.0 758. 5411 170.0 797 170.0 812 170.0 989 170.0 881 1700 1118 170.0 784 170.0 1275 170.0 805 170.0 1434 170.0 837 170.0 1594 1720 880 170.0 1913 170.0 881 170.0 2231 170.0 881 170.0 2550 170.0 891 80In 170.0 823 170.0 701 170.0 1083 170.0 707 1700 1240 1700 678 170.0 1417 1700 944 170.0 1684 170.0 988 1700 1771 170.0 1033 170.0 2125 1700 1083 "170.0 2479 1720 1063 170.0 2833 1700 1083 8311 170.0 930 170.0 745 170.0 1118 1820 800 170.0 1302 170.0 840 170.0 1488 1700 1015 170.0 1873 170.0 1078 170.0 1859 170.0 1112 170.0 2231 170.0 1189 170.0 2803 170.0 1171 170.0 2078 170.0 1371 68 In 1720 974 1700 789 170.0 1189 1720 803 1700 1384 170.0 1002 1700 1556 1720 1006 170.0 1753 170.0 1155 1700 1048 170.0 1210 1700 2338 170.0 1278 170.0 2727 170.0 1280 170.0 3117 1720 1288 721n 170.0 1083 1700 870 170.0 1275 1700 1009 1700 1486 1700 1128 170.0 1700 1700 1128 1720 1913 170.0 1315 170.0 2189 1700 1300 1700 2650 1700 1489 170.0 2975 170.0 1898 170.0 3400 170.0 4130 1700 1124 1700 937 170.0 1348 170.0 IOW 1700 1570 170.0 1009 170.0 1784 1700 1372 170.0 2019 170.0 1421 170.0 2243 170.0 1505 1700 2892 170.0 1899 170.0 3140 170.0 1894 170.0 3589 170.0 1765 7811 1720 1151 170.0 987 1700 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1389 170.0 2072 1700 1474 170.0 2352 170.0 1684 170.0 2703 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1799 90 In 170.0 1328 1700 1144 170.0 1894 170.0 1325 170.0 1859 170.0 1498 1700 3125 170.0 1853 170.0 2381 170.0 5793 170.0 2858 170.0 1918 170.0 3188 170.0 2123 150.0 3413 170.0 2273 1325 3413 170.0 2361 981* 1700 1417 1700 1232 1700 1700 170.0 1434 170.0 1983 1700 1822 170.0 2287 1700 1784 170.0 2550 1700 1952 170.0 2833 170.0 2095 180.0 3199 1700 2335 137.1 3109 1880 2470 120.0 3109 158.1 2428 10812 1700 1594 170.0 1409 170.0 1913 170.0 1547 1700 2231 1700 1870 1700 2550 170.0 2576 1649 2781 1700 3271 148.3 2751 161.9 2333 1228 2781 140.4 2261 105.9 2781 125.0 2234 92.7 2781 1100 2190 1111 170.0 1038 170.0" 1454 170.0 1088 170.0 1700 170.0 2203 1700 1032 1700 2021 1700 2149 1519 2832 182.3 2245 1328 2832 143.4 2218 113.8 232 128.4 2168 07.0 2082 110.1 2128 854 2032 1003 2899 12091 1700 1771 170.0 1688 170.0 2123 170.0 1639 194.4 282 189.0 1991 1351 2282 141.4 1084 120.1 2282 127.2 1938 1081 2232 1101 1916 021 2282 99.8 1672 772 2252 88.0 1638 87.0 2243 81.4 1808 14411 1251 1584 128.8 1445 104.3 1504 0021 1GS 824 1584 919 1407 782 1884 80.7 1000 890 1564 72.3 1373 818 1684 89.7 1358 89.1 1584 520 1330 44.7 1684 492 1305 39.1 1681 44.4 1233 I nog c Ia.. Anohor Capacity Table pa) Anchor ClpPatterns 808600 23koo8aate 3.5% Cow. HdbwCMU Filled CAW PT Wood Motel A4ohaTypa 3It8 t0ao42tmwn U4° Boo Ulecon 74117' Moo Macon 3410 EboUtmaan 114't04ol8traoen Ur 510 Elan AggteGato 6tiS'W00 Ullman 1/4"88 Elea Agge5am MO S5e0 Seam (GS) 81286x1 S•rs 005) 012 Steel Screw WS) Edge ibslance(103 V 2-142' 1• 2-172 348' 1' 2-172' 1' 2.112' 2' 3410' 2' 0.40' 0.134' 2924' Embedment Ord: 1.314 1.314' 1310 1314' 7 1.144' 1.114' 1.144' 1- 114' 1 -114' 1.1/4' 2' 1370' 1.348' (eoo nate 4) 2 Anchors 404.78'MI6. 0.0./ 8agse0050 (F43 1 a 23 3901n 39005 450 00 89015 1014 Re 270 15 20015 36415 74015 48906 884105 118215 328 Rs 42010 !8000 4 AOOhae 04.88 10. 0.0. 106aM8201161F16. 33 700 06 78005 00016 1780653 3034 053 690105 60010 708.65 148010 838 053 1104 00 2384 5*0 652105 84060 112000 8 AncMe 01.71" Wn 0.0.1696mard 00p 4'08 43 1180105 140015 101000 289800 WA WA 94015 WA 1085405 WA WA WA 1300056 1880166 2240166 4 Anchors 55 3'81100.0 /13)213 Angle 005 (Ftg. 53 76016 78010 500 410 166045 18881t0 840 00 66000 NIA 7601e 88800 88000 230400 852 Ms 84000 1120430 6 Anchors ®3.080.0.0 /(2)25 Aare Clips (ft. or 166000 165000 138010 312015 378215 108015 112000 WA 150010 187200 178000 470010 130410 188005 224016 12 Anciors 41 L8.8111.0.0 / (2)238 Angle CEp (('40.73 1880 056 210000 144015 3780053 WA WA 132000 WA 18009a WA WA WA 185015 252015 336015 4 An808(6 01.34" 8155. 0.0 /04218, kdo 1113' Al m (Kg. 93 WA WA WA WA WA NIA WA WA WA WA WA g5A WA Na 143215 0 Anohae 40264" Mho.0.0 4410043, Into 1413' Alum. (Fl9 93 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 288400 2 Anchors 54.88' Mht 0.0 / 4(- 01135Ig. 103 39000 390 (00 40050 86015 163200 27015 28000 35405 74005 48815 8521s 119000 32200 42089 680 to 4 Anc560 01.71" 499. 0.0 I FC2p 415. 113 89016 70015 50500 120800 WA WA 47000 WA 53315 WA WA WA 00215 94015 112000 FIGURE 1: • • FIGURE 05 • • FIGURE 2. FIGURE 3: 1 • 740004E 05 FIGURE4: :f • • • • FIOUt8:8: FIGURE 0 FIGURE 16: FIGURE 11 FIGURE 7- • • • • • • •• •• •• •• 11 • • • ANGLE CUP (FIGURES 5-7) MUST BE USED IN MRS. • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: �) X ( 05533°0. ANCHOR CAP. `MULLION 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 AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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 h4 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO SE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCA11ONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AO 301 SPECIFICATIONS. HOLLOW AND GROUT -FRIED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO A3TM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 8083 -T8 AND SEA MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. F�2.0110' ---I m 1 �O a QU 0 rx8'X. 5" MULLION YttODUCTR1EVISED os complyi5g tailh the Florida Amputee ANotOe'L./ Miami Dade Ira ttttlUil /tlf ��y LYNN �� : ' �CENSLc '•� �: * ' No. 58705 * ='O 14 °tssIr� %W.. STATE • :' (j, A. LYNN MILLER, P.E. FL P.E.# 58705 • • ... • • • 000 00 041 • ..• 041 410 • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • ••. • .•• • • Mullion Capitally Table (0351,50) • • • • • • • • • 2 116' =211' x.irtu Opening Width gerw16caly- sparringaallmn) orOpeningHeight (torA3rizenlaDyspm>ringrtuIDOne) 42 11: • • . • • • ••• • • 60h1 60to 701n 801n 90 to 1003 120 In • • 14000 • • • • 1441 Rectangular 1md1ng 7 • • Tr.757tiang Undo; Rectangular Loma 7.p7dsng. 1030 Re8Jo.d5 . Leading lOMMang 7oadbe R4619IDr1e7 Loading bacentaan laedhi8 5310043104 Lam9 TOMDIDA2 lading Dellangular loadirg 9.7134019 Leddleg Realw9d. Leading 9ryl74an4 L.•n0 Rectangular twang 11aprR5o9. 1.80103 Reotar91410 Loamro Trardeng Lo2AO8 II .10808hhih Ii IIliIIIin11IIliIIliIIliIIlin 3478' r 0.48' 884" 0.3237 Embedment Mgr 14F4' 1414' 14910 1414' 2 1 -v4' 1474' 1 -v4' li 5474 li 8h� IIliII11IIli11 1478' 1-38' (sea note 4) 4 Amhara 63.65n.O.C. /M245Arll8 C270 5I0. 12 7000e 780168 860 kit filial 189906 64000 66058 QQ flri itii 838160 1 4210 1442 028 1520 428 1282 528 1429 419 103.0 628 1320 414 821 628 134.0 411 80.1 634 1341 411 711 628 134.1 411 60.1 CO 134.1 411 at 1 .1 4 1 1 . 411 48 in 99.6 403 1060 333 880 408 947 326 69.0 404 284 320 884 403 8t4 317 617 403 79.1 315 483 403 728 314 40.3 403 728 314 36.5 403 728 314 302 403 728 314 60.8283 823 382 91.0 301 828 362 763 284 690 361 71.9 288 6L5 362 87.2 288 497 362 91.6 284 41.2 362 818 283 343 382 83.5 283 20.4 362 61.6 283 227 382 83.5 283 5410 ate 318 74.1 287 626 315 842 281 488 318 57.7 268 424 31e 635 233 37.7 319 60.8 210 339 318 428 249 28.3 318 49.1 248 24.2 318 49.1 248 212 318 411 248 9015 48.6 269 53.1 219 41.2 269 46.7 214 35.3 268 40.7 210 389 255 37.2 207 27.5 268 349 204 247 288 33.4 203 2013 265 322 201 17.7 258 322 201 145 258 31.3 201 23 In 427 234 448 700 358 234 3811 185 325 234 347 192 20.7 234 31.6 189 23.7 234 28.4 180 25.4 234 290 164 17.8 234 228 183 163 234 208 163 134 234 26.5 183 48 la 31.2 213 39.4 183 31.0 213 317 179 265 213 29.5 1713 23.2 213 27.0 173 280 213 241 170 18.8 213 217 169 195 213 222 197 13.3 213 220 188 11.8 213 220 159 72 in 228 179 30.1 165 23.9 179 26.8 152 224 179 228 149 17.9 178 283 147 129 175 183 145 78 In 24.3 181 26.4 140 223 181 21.6 137 17.4 181 190 135 142 161 17.0 133 78In 225 152 230 133 188 162 10.9 131 161 167 17.5 TA _ 171DLG r4o Anchor Capacity Table (be) AndtorCOpPetteRle 0060t.ta 23500057020 302 Cane. HeaaeCMU Fitted CMU PT Wood Metal Awho7 Typee 3/18'Eko16tra5o5 iN`81aoUheo4rl aite'Moo „....r 3t18'Ekol6lraom 1/4'Eko OSaoon DC 89 Eke A99re3et. 621r Elko (8005an v4'88 Boo Aggrdi8. HO Wad 9.6 05) 012 Steel 0180.(135) 01288505 84..(05) Edge Dklaoe Oa): r 2-112' r 2.111 a.1Po' r 2-12' r 2412' 2' 3478' r 0.48' 884" 0.3237 Embedment Mgr 14F4' 1414' 14910 1414' 2 1 -v4' 1474' 1 -v4' 1 -1737 5474 1 -Ur 2' 1478' 1-38' (sea note 4) 4 Amhara 63.65n.O.C. /M245Arll8 C270 5I0. 12 7000e 780168 860 kit 1880 tee 189906 64000 66058 WA 780060 838160 85000 23840s 8529. 540116 14329. FIGURE 1: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA (D ) X ANCHOR CAP. 44°') =ANCHOR CAP. MULLION USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IN LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMIIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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 DI ENSIGNS. SEE SHEETS 18-20. HOLES TO BE DRILLED 114 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 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 SG OF 0.05. ALUMINUM SHALL BE 8083.75 AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 048' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125 THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREAM-READS BEYOND THE MATERIAL r- 1.288' -i .125' 1.28' X2.11' X .125' MULLION (INTEGRAL FIN MULLION) 1 1 Z O 2 Z U gt f 1 1 y PRODUCTRBVISBD as complying a 11D On nitride Duad(ngCods A�l1 Aaeplante No -2 !t • 1.G.05 Dad``,` Ili /! * No. 58 0 •.�,p* 7. 41 -0 srn,S�3 E ,/,,''0NA1 'N‘%s iftwit A. LYNN MILLER, P.E. FL P.E.@ 68705 • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• ••• • • MulUon Oapaofy Table (38/112) • • • • • • • • i • • • • • • 3.38°30 :AY MULL Opening Veldas (for wing radians) or Opening Height (torhoAmtV95y- spamtng ) • • • • • • • • • • • • • 111413 j 50 fm 80 In 7010 BOIn I 90In 10001 170. • • • 340411, • • • tieoatgWa Leeci85 Troplataog. Lancing Redmgldar 103679 Tra4Tim>g. Leading Rectangular leed4g Tiepllfeng. Lonamg Redaglita Leaden 11017da32. Leann Reo1585lar Loading 10*P015ag. Loading Reciangular Loading T1ap,Tden9. Leading Reoureder Loans Trey70m•. L4edi1g Re446S9ar LeaAng Tm017d31g. London Re01909111er Loading Trep/alag. Loading I 111111 11 1 III ii 11 hi ii 781 hi 1414' h f I r hi our hi Y h 1 414' hi it II hi 1 hi 3900s h l r• 1700 910 2701135 • ij 354•s : ,: R •a r 1182001 i 3 SI • 4261 170.0 620 170.0 435 170.0 744 170.0 478 170.0 885 170.0 006 170.0 932 170.0 818 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 321 170.0 1736 170.0 621 148.1 1740 170.0 521 481n 170.0 708 170.0 624 170.0 800 170.0 684 170.0 892 170.0 030 170.0 1133 170.0 681 170.0 1276 1700 877 170.0 1417 170.0 880 1622 1022 170.0 660 130.5 1622 170.0 880 1142 1622 110.0 680 60.8510 170.0 747 1700 688 170.0 810 170.0 831 170.0 1048 170.0 684 170.0 1195 1700 723 170.0 1345 170.0 747 184.2 1443 170.0 768 138.9 1443 170.0 758 117.3 1443 1709 769 1026 1443 1700 768 54In 170.0 797 170.0 612 170.0 866 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 853 180.4 1353 170.0 837 144.3 1353 170.0 869 120.3 1363 170.0 681 003.1 1303 170.0 881 802 1353 170.0 8601 0010 170.0 886 170.0 701 170.0 1083 170.0 797 167.0 1218 170.0 578 140.1 1218 170.0 044 128.9 1218 109.8 938 1169 1218 1621 824 87.4 1218 148.1 913 83.5 1218 148.1 813 73.1 1218 148.1 913 8300 170.0 930 170.0 746 170.0 1118 170.0 850 144.2 1160 1899 033 1314 1100 153.0 914 016.8 1160 1419 896 106.1 1150 134.2 555 879 1150 128.7 871 75.1 1180 1282 870 65.7 1180 1282 870 8610 1709 974 110.0 789 1824 1040 185.6 881 1309 1048 1459 884 114.3 1048 133.1 850 101.8 1048 123.4 839 01.4 1048 118.6 830 782 1018 109.4 021 852 1048 1082 818 87.1 1048 108.2 018 721n 1409 660 1479 784 1174 680 128.0 748 1846 880 110.6 734 820 880 1000 722 762 880 92.0 712 70.4 0880 66.2 70.3 580. 566 792 693 90.3 660 726 688 44.0 080 78.4 686 781n 1193 790 125.1 699 99.8 780 100.4 076 85.5 790 93.3 883 74.8 790 83.9 852 059 760 759 043 899 780 71.7 836 499 790 80.1 024 428 790 62.1 018 37.4 790 819 617 781n 1109 750 1159 857 92.3 700 921 644 721 760 889 032 692 760 77.1 001 819 760 709 812 65.4 760 852 805 48.2 760 854 394 39.0 750 58.2 588 34.0 750 859 668 9010 72.1 583 74.4 000 80.1 623 62.9 491 81.6 883 54.5 483 46.1 583 429 478 40.1 663 44.4 488 321 083 40.9 482 30.0 883 982 452 269 083 33.3 445 226 583 312 442 Ma 69.4 495 51.1 443 426 496 51.5 435 42.4 495 44.5 421 37.1 485 38.9 421 33.0 496 38.1 416 29.7 495 332 409 249 495 29.1 400 212 495 28.8 394 18.8 495 25.0 390 l080 • 41.7 381 42.0 353 34.8 391 359 348 228 391 31.1 342 221 391 27.8 337 23.2 391 219 333 202 391 228 328 17.4 3H , 103 321 14.0 391 17.8 318 11181 38.4 370 392 335 32.0 370 33.0 330 279 370 28.8 328 24.0 370 223 320 21.4 370 22.8 319 192 370 229 312 120 370 18.1 305 12010 30.4 317 309 289 28.3 317 220 284 21.7 317 226 280 19.0 317 129 270 189 317 179 273 14401 179 220 179 203 --- - Anchor Capacity Table (Ib9) AHd10r CIIp Palms 03381110110: 275 Commute 398 Can. HolowCMU 95806CMU PT Wind Mel• AmdlaTrpa 3N6'Ek0 U9f3m05 1187 ElootJprao4tl NW Elm Mama 3018"El4ottlfr00al 1N'Elmo Memo 118785 E100 8r18•Ho0 Leta0a0 10188 Eke A9gree,/ 010 Steel Scam 215) •12 mod X58(( 0128tee1 8ar8w(35) Edge Distance (4 1' 2.933' r 2432" our r our /' 2173 r our 2' 0.48' 0.80 0.334' Embedment 00x 1414' 1.3187 1-511 1314' r 1-114' our 1 4/4' 14/4 1 -114 1 414' r tor to6' (e084) 2 7980= 36' 0061. QC. I(4295Pn$0Clips Mg. 1)1 3900s 39004 180189 8008.5 1700 910 2701135 280138 354•s 740138 488 135 720 038 1182001 328.1 420 On 6001b5 4 Andy= 8)3.87 Mtn. OA 1(2)245An& C2ps(Mg. 4 780810 780150 780910 1870138 262694 64001 68096 WA 1100 Ms 938138 880810 236409 862 Ms 640138 1100910 8Anoh05055 271-1401. O.C. l(2)245PAOOrs Pi9. 35 1120138 110006 85000 7245133 am 8ins NIA 81006 WA 1089138 WA 1320 Ws WA 9780s 128094 1650 Pe FIGURE 1: FIGURE 2: • • FIGURE 3: • • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAILS. 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 CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED N THE FEED FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW 80103E8TED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GIG. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.50. ALUMINUM SHALL BE 808313 AND BE A MINIMUM OF .125' THICK STEM]. STUDS TO BE A MINIMUM GRADE 33 AND . 048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST -125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: (0P ) X ! ANCHOR CAP""'"") a ANCHOR CAP..,. `MULLION USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT I8 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 CAPACITY TABLE. ge 0 W In Z a N g o 2 Atas 1 n. ID es ,pl�yingg turns with taFlorida Boildins Cods Asce0taw5 Ale ._ 3 87 87 z]CS1f AL {1111111! // OW! !".11. Nh /I�e/"/, ÷q�,. ‘{CEN4F'- :4rp • * No. 58705 ' • ��• %�i�4 .C� V`•. 10f3 a : 01.01 4' .;cCOTAOP--� A. LYNN MILLER, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •. • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• 1= • ••• • IMUL IJ/9 - Mullon Oapaoity Table Ube/ft') • • :. • • • • • • • • 3.20' 46 MY MULL Opening W (Tor 9 • i n I0 ons) or Opening Height (for horizontally-sparring maims) • • • • • • • . s 5001 800 709 80 In 9010 10095 109••• -9 •• 1401.. .•• 18039! 9 Reotar,gdar t 190p.lM . Laldbq cedar 1.49210 Tieyrniaig. Lea6a9 ReoOegdar Lead. Tta7JTdam. load® Reo Leafing 4a2�5. Lomb19 'netnews, Loadfr. T,ea8Oen8. Laadn9 R Lon8ng 719817da,•. Loa4alg R001009da Loading T,�ra... load,• 840199 89 1.03599 7.192(100 . L4m919 Reota,gd8r Lead6• � O 918139 9. Loada9 i pi 0.48' pi 0924' pi 1414' pi 1414' pi 37 pi ii ii pi ii ii pi d 1 -114 pi 1418' lai (see n0154) pi 39328 hi 40150 890150 170055 hi:I 170.0 1735 1..h 170.0 821 1 1 110.3 1!►f 1e.� la 521 t6009 18 429 170.0 620 170.0 435 170.0 744 170.0 478 1700 888 170.0 508 170.0 002 170.0 519 170.0 1118 170.0 021 170.0 1240 170.0 521 1700 1488 170.0 521 489 170.0 703 170.0 824 170.0 850 170.0 884 170.0 992 170.0 830 170.0 1133 170.0 881 170.0 1278 170.0 077 170.0 1417 170.0 880 183.7 1837 1700 880 140.3 1837 170.0 080 122.0 1837 170.0 950 00.83595 170.0 747 170.0 503 170.0 998 170.0 831 1790 1048 170.0 084 170.0 1190 170.0 723 1700 1345 170.0 747 170.0 1484 170.0 755 147.1 1852 170.0 758 128.1 1552 1700 758 110.4 15522 170.0 768 5414 170.0 787 170.0 012 170.0 � 170.0 891 170.0 1119 170.0 754 170.0 1275 170.0 803 1700 1434 170.0 837 155.2 1455 170.0 850 129.3 1495 170.0 881 1100 1455 1700 881 97.0 1455 170.0 881 809 170.0 885 170.0 701 170.0 1083 170.0 797 1750 1240 170.0 878 167.1 1300 170.0 944 139.7 1309 1700 044 128.7 1309 0830 994 104.8 1306 187.1 982 88.8 1309 187.1 982 70.9 1309 187.1 982 939 170.0 930 170.0 745 170.0 1116 170.0 950 182.0 1241 170.0 940 142.5 1247 184.5 983 1237 1247 152.6 085 114.0 1247 144.3 952 280 1247 138.2 938 91.4 1247 135.7 938 71.3 1247 135.7 035 170.0 974 170.0 789 110.0 1109 170.0 283 148.4 1100 183.7 905 1290 1190 147.9 945 115.4 1190 138.0 920 103.9 1190 128.4 914 800 1180 118.5 899 74.2 1180 118.1 893 84.9 1100 118.1 893 721n 181.0 1010 180.8 877 1342 1010 144.8 055 116.4 1010 127.2 842 1010 1010 114.7 828 89.8 1010 1040 817 80.8 1010 98.0 807 87.3 1010 90.8 795 87.7 1010 87.8 780 50.5 1010 87.7 789 789 137.4 908 143.8 782 114.5 908 122.0 775 98.1 808 107.1 781 85.9 908 982 744 793 008 90.2 738 68.7 908 82.3 729 57.3 006 74.7 710 49.1 808 712 710 42.0 906 70.0 708 789 127.1 881 132.5 754 1050 881 112.6 738 80,8 881 55.8 728 79.4 881 86.5 713 70.8 881 510 703 830 861 754 094 53.0 881 03.1 081 45.4 441 965 815 39.7 881 03.7 672 609 82.7 848 86.4 574 88.6 948 72.1 584 44.1 848 820 864 81.7 048 051. 645 48.0 849 50.9 537 41.4 848 47.0 630 34.9 948 41.5 810 29.6 646 38.2 611 280 040 38.5 007 989 952 888 70.1 508 58.8 588 69.1 489 457 598 51.4 491 42.0 580 45.8 403 370 508 41.4 478 34.1 588 351 470 254 288 33.4 444 24.3 558 30.8 40 21.3 888 28.7 447 1081n 470 449 450 405 39.0 440 41.2 3599 342 440 35.7 393 290 449 31.7 387 280 449 256 392 23.8 449 20.1 377 20.0 449 22.7 388 17.1 449 20.4 301 160 449 180 358 1119 44.1 428 400 30 *8 428 37.0 379 31.5 428 32.8 373 27.8 425 241 387 24.8 426 252 382 22.1 426 24.0 338 154 428 20.7 280 15.8 425 180 343 1209 349 364 35.5 331 29.1 384 258 328 249 384 23.8 321 21.8 384 22.8 317 19.4 384 20.5 313 17.8 384 18.7 308 144 9 202 253 244 233 18.8 263 17.1 230 IHoLG Lou Anehor Capacity Table (Ib9) Ar9'JKKCllp Patterns &8.391319 2.7k *masts 38k Como. Marva ChM FAIE4CL117 P7 Mad Matat A00otlyp& 3011' 820 {18,80.1 1/4* BOO lBream 898' Eke LAMM 31f8•F2i0t1839¢0,1 1/4-139 lA0ea08 VC 88 Etc* Agpa9ata 54' 11= 1395008 U4'418 Eke Amebae MO Steel Screw 035) 012 Steal 80978(415) • 2 Steel 80,80(05) Edge 1710.150(53 1' 2 -1137 r 2412' 340' r 2.111 r 24/2" 2' 3.118' 2' 0.48' 584' 0924' EmbMme0958 1414' 1414' 1414' 1374' 37 1-u4 1 -114' 1.114' 1.114 1-114 1 -114 2' 1418' 1498' (see n0154) .2M0 1058 ®6.100.0.0.1(2)29Aa98 ape (Fig. 1$ 39328 39009 40150 890150 170055 270155 280955 354 Ms 74024 488105 728138 118219 328 159 4'280.5 580155 4 Anthem 8343.5" tars OM. f�25Page Cags(Fi52 780939 70159 790958 1870 Ms 28251Lo 540104 90958 WA 1120 30 038185 828®5 2384108 8520s 8WIbs 112009 0Macrecc2.7rt9n.0.C.1(2)2t51b ealespia.3k 1128958 112809 90093 2248 Ws 728.4135 WA 84095 MOA 105909 WA 130109 WA 07800 1280@8 100 Ms FIGURE 1: FIGURE 2: • • FIGURE 3: • • • • • • • 8 ANGLE CLIP (FIGURES 1-3) MUST BE USED 695 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. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 606345 AND BE A MIN88JM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045• THCK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP., ) X \ ANCHOR CAP. ®m n ANCHOR CAP.,,, `MULLION 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 AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDmONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .126' 1 g at z 0 3 03 co z U a gt 1 1 1 1 AT, Ca a U tu eo d . RODUCTREVISED Moth 3138818999 .i4': 5.05 `a° .. 3.140 :>`-1rr»tele, Onga s, i*,};(1r Celt ,ltltl1 isJJJ1 � ��� • VLCEN3F ' �� * ' No. 58705 ss�orva� A. LY 40.11 LTR, P.E. FL P.E.S 68705 • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• -. 1.000' t^-- 125° .125" 1' X 2' X .126' MULLION 0083-T8 ALUM. XSECTION .375 MIN. .375" 861. X2' X .378' MULLION 6003.78 ALUM. X- SECTION 3.125 5.600' --I 1.000' h- 1' X2.76' X.375' MULLION 6003-TS ALUM. XSECTION 2.126' 1 _ j t 8063•TSAUJM. I , }I X- SECTION .125 "-F t{ 2 --I .740' H- CUT HERE TO I .375 CREATE 7-CUP. r- DETAIL F. SHEET 4 9 -- STANDARD CLIP 1083.78 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPAEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 617 FOR THE ANCHOR 0.0. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1/16°. .740" .378" MIN. 9 I 6003-TO ALUM. USED FOR ALL 1' XT AND 1" X 2.78' MU1. 10113. SHEETS 68 TOPVIEW Y: I --r- 33r MIN. T UCUP 6003 -T8 ALUM. 1• 3.125'X.600' ,MULL ONLY. SHEET 9 TOPVIEW .338' MIN. } UCLIP 8083-TS ALUM. 126"X3.188"X.285" MULL ONLY. SHEET 12 TOPVIEW T 2.709' 1.009' 1' X 2.79' X .650" MULLION 6083•T6AWM. X-SECTION I+ -.125' ••• • • •• •• • • • • • • • • ••• 1/- 1250" --1 • • • • • • • • ••• • • ••128° • .128' 3.109' • 1' X 3.128" X .5' MULLION 603376AWM. X- SECTION 5.000' .375' MIN. •; •• • • • • 128 X 3.189' X 285' MULLION 6083-T8 ALUM. X-SECTION 2X8 ANGLE CUP 8063 -T8 ALUM. TOPYIEW CENTER OF ANCHOR HOLE MUST UE W1TFON THE DASHED BOUNDARY. SEE SHEETS 617 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1118'. Mull Dimension (sheet # ) p07 Part Mulllon Std. Clip (Offset Clip U-CIIp lAngle alp 660511M 1° X2' X.125" (6) 86805 888113M 8681118M 688243M 1° X2 X.375 (8) 688008 666114M 8881119M 688244M 888512M 1" X2.75" X. 376 (7) 88807 668115M 6881120M 886245M 666513M 1" X2.76 X.850" (8) 86808 888116M 6861121M 688248M 688514M 1" X3.125" X.600" (9) 66837M 886111581 6881114M 888242M 666515M 1.25" X3.188"X. 285" (12) 66841M 6681117M 6681113M 68624185 868551685 1.28° X2.11° X.125" (15) 69370 WA NIA WA 668517M ' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE -MEETS 8-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1118'. TABLE A r-1.2138"--1 1 .900° 1.28' X 2.11' X.125" MULLION 0063 -T6 ALUM. X- SECTION Dimension Value (In) For Mullion: A 1.826 B 2.854 1" X2' X.125 Aluminum 0 0.695 Tube Mullion D 0.740 A 1.128 1' X2' X.375" B 2.404 Alumin m C 0.836 Tube Mullion o 0.409 A 1.876 B 3.000 1 "X2.75"X C 0.767 .376 Aluminum D 1.118 Tube Mulkon E .460 Mtn. A 1.312 1" X2.76' X B 3.000 .850° C 0.476 Alundtnsn D 0.838 Tube MuUlon A 2.000 B 2837 1" X3.125* X Alum C 0.888 .600" Tube Mum D 1.137 A 2.825 B 3.282 1.26" X3.188' X.285"Alun C 0.882 Tube Mum D 1.782 1.25" X2.11' X A 1.813 .121" Alum Tide Mum NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL. RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 617 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR 0.C. DISTANCE. 3) 86E SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. co 2 a Ei R i co N - n P o co 0 z 61 g. 0 4 J M N A I° ° N E 3 0 3 0 1 Vs, A) i RODUCT RBVISBD is complying with dw Florida na9dh�g o't .QB1G C Piodact •��o N`( t.YNNIII //,/i� � No. 66705'' ' • STATE OF �••O• '•.;cCOR10P. A. LYNNi!.icL P.E. FL P.E.# 68705 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• �{ 1.000' (-- 4.000' MULLION 8083 -18 AURA. X-SECTION .125" 30° BAY MULLION 6033-TO ALUM. XSECTION NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET. 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1•X4•X.37N • T•MULLIO 000114C ALUM. 3-SECTION MIN. 2.576• E 0 I i STANDARD CLIP 8083 -T8 ALUM. 3-SECTION .600` 6' CUT HERE TO 3.12r CREATE F -CLIP, SEE DETAIL F. SHEET .375' I , 17 J I r -1 3.687 L J f CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ um. STANDARD CUP 6083•TS ALUM. TOPVEW • ••• • • • • • • • •. • • • • • • • •• • • • • • • • • • • • • • • • I-.- --1 .1�' • • • • . • 2.000• ..•• • • • ••• • • • • • • r 0 • • .,26'J U•CUP • , • • • • • • • • 02,6 ANGLE CLIP 5003.78 ALUM. X-SECTION • ••• •• .126' •• • • 6083-78 ALUM.. XSECT)ON U-CLIP 606348 ALMA. USED FOR ALL? X 4" MULLIONS. SHEETS 10& 11 TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-11 FOR THE ANCHOR 0.0. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1N8'. TABLE C 8.000" .378' .375* MIN. 2X5 ANGLE CLIP 000378 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVB:.W WITHIN 711E DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1118°. Dimension Value (In) For Mullion: F 3.687 rx4"X.126' 0 1.000 Aluminum lUbe H 2.880 Mullion F 3.187 1' X4" X.376' 0 0.767 Aluminum Tube & H 2.430 'T Mullion F 2.813 30° Bay Mull F 2.876 46' Bay Mull Mull Dimension (sheet Ii) POT Part # Mullion Std. Clip Offset Op U•Ciip Angle Clip 1' X4' X. 128' (10) 811384 888111M 8881122M 888241M 888518M 1" X 4' X.378" (11) 88810 868112M 8881123M 888242M 888519M 1' X4" X.375" T (11) 86053 888112M 8881123M 888242M 6885168 30 Degree (18) 88849 NIA NIA NIA 6885110M 45 Degree (17) 86868 WA NIA NIA 8885111M aR � g z 0 3 2 aciti m 0 6 2 0 D. J (3 0 2 1 LL a U tj0 1 N 11 2 0 PRODUCT REVISED is comply with the Weida Batting Coda A No ASS ay • . _: ?: • • ••• • •S •• • • • • • • • • • • • • • ••• • • • • • •• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • ••• TABLE E Mull Dimension POT Part (Sheet 5) Mullion I Std. Clip U.CHp I Angle Clip 2" X4" X.26"(13) 88602 688261M 888271M 18885112M 2'X8" X.28" (14) 66604 668262M 688272M 6686113M NOTES: 1) HOLES TO SE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 8.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. STANDARD CUP 0063•TBALUM. X4ECTION .128' ,n,,,00< iii iii i nn, uo #%,t,f z r ii uioi • •• • • —if—Aar • • U-CUP • 8063 -T6 ALUM. • •• • • • • • • •• • • • • • ••• • • ••• • 2X8 ANGLE CUP 6063-T8 ALUM. X-SECTION • • • :•• ••• 128' • • •• • TX4"X.28' MULUON 60633 -T8 ALUM. X-SECTION L- STANDARD CUP CENTER OF ANCHOR HOLE MUST UE 6003 -T8 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 847 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1118". U-CUP, 0083 -TO ALUM. FOR 2" X 4' MULLION. SHEET 13 / TOPVIEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THtEANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1J18". 2x6 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE 6083 -TB ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 8.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DISTANCE. ANCHOR DIAMETER + 1118'. 2"XB"X.28' MULLION 8063 -T6 ALUM. X-SECTION 1 r T 138' L_ STANDARD CLIP 0063 -T6 ALUM. TOP VIEW 2X8 ANGLE CUP 6083 -TB ALUM. TOPVIEW _j: vicitop 7.01$ / L- STANDARD CUP CENTER OF ANCHOR HOLE MUST UE 6003 -T8 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 847 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1118". U-CUP, 0083 -TO ALUM. FOR 2" X 4' MULLION. SHEET 13 / TOPVIEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THtEANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1J18". 2x6 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE 6083 -TB ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 8.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DISTANCE. ANCHOR DIAMETER + 1118'. 2"XB"X.28' MULLION 8063 -T6 ALUM. X-SECTION 1 r T 138' L_ STANDARD CLIP 0063 -T6 ALUM. TOP VIEW 2X8 ANGLE CUP 6083 -TB ALUM. TOPVIEW _j: vicitop 7.01$ • • ••• •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• EXAMPLE 1: SINGLE VERTICAL MULUON NOANQitAtB IN HEAD SEE 72' MIRUT LENGTH -BEE FENESTRATION PROWCTS APPROVAL, L. DETAILS. SHEETS 23 SEE DETAILS, SHEETS r 23 NO AN1210Iffi W WaIDOW 9a.L 3r-1 h -MIB.L WIDTF1 WITH _ THE BUILDING SUBSTRATE I8 KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH 182 - 114'.. THE OPENING REQUIRES A DESIGN PRESSURE OF 480.0/40.0 PSF. • 1) INITIALLY ASSUMING THAT 1• WIDE MULLION I8 SUITABLE.THE MULLION LENGTH 1872' AN[»HrsOPd !4 WID u 12' +3 REF NCB i SHEET 22. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS•VT WAN 1 HE Y1G��OW RAM€DE IH OF 2- AN MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0140.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE 719E NWT LARGER SIZE AVAILABLE. • • • • • • FROM TABLE 3A, SHEET 7, THE 1' X 2.78' X .378' MULLION (LENGTH = 72', OPENING WIDTH = 70') errs TA DEPTH t11tdUIRERNCMYEVER1151 IIES1ON 4ESSURE 18+/ -58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8. THE 1' X 2.76' X .8M" MULLION ( LENGTH = 72', OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACIlY REQUIRED OF 038 LS • • • • • • • • • • • • • • • • • • 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOODSYBSWATI. BOOTH #jPND�"y CUP WITH (4) 012 ANCHORS AND THE 2X18 ANGLE CUPS WITH (4) 812 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE UTDAHEEBTAIIDAND DINARS EASIER TO?N81 LL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION bR'�TEM.THELOWERDESIeN FRESI .01•1 LLIONS 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. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60,0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (00 PSF) X ( �F) 624.8 LBS (MAY BE USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 4B) 72.7 EXAMPLE 2T MULTIPLE MULLIONS MULL wIDTH -yr SEE DETAILS, SHEETS WILL LENGTH MULL LENGTH MA IMAM OPEN= WIDTH FOR VERTICAL MIUI- THE BUILDING SUBSTRATE IS KNOWN TO SE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.318'. THE OPENING REQUIRES A DESIGN PRESSURE OF+B0 01-68.0 P87. FOR THE VERTICAL MULUON: 1) INITIALLY ASSUMING THAT A1* WIDE MULLION IS SUITABLE, THE MULLION LENGTH I8 32'+72' +1"=100' AND THE OPENING WIDTH IS 38' +36•+1' =73'. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR AMUWON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/ -85A PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE l' X 2.76' X .370' MULLION (LENGTH =108'. OPENING WIDTH =80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +I -16.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPUCATION. FROM TABLE 3A, SHEET 13, THE 2' X 4' X .260' MULUON (LENGTH =108', OPENING WIDTH =807 HAS A DESIGN PRESSURE OF 4/-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THIN ANCHOR CAPACITY REQUIRED OF 371 188. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENNNO WIDTH IS 36' +38' +2"74', NOT 73' AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STI.L APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (38- 112•+35.12" +2' =73). 2) USE TABLE 3B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO 85 CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -112' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 371 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X. 280' MUWO N. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY, ANOTHER MUWON TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 30' AND THE OPENING HEIGHT I8 32' +72' +2' = 108'. REFERENCING SHEET 22,114E COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2' X 4' X .280' MULLION (c! LENGTH = 42". OPENING HEIGHT =1207 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LIB. 2) USE TABLE 36 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CNN SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION 01.1P WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X6 ANGLE CLIPS WITH (4) 3/18' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' 07/28 AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MUWON, USE THE SAME ANCHOR CAPACITY OF 6211.85. TABLE 3B FOR THE U•CUP SHOWS THE ANCHOR CAPACITY 181074 LEIS WHEN USING 3 ANCHORS. WHICH IS GREATER. AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A012 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/•84.7 PSF FROM THE VERTICAL MUWON; +% -170.0 P8F FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU: +1.170.0 PSF FROM THE 38` HORIZONTAL MUWON ATTACHING TO THE VERTICAL MULLION (NTERSEC ION). THE LOWESTDESIGN PRESSURE 18+/•84.7 PSF AND WOULD APPLY TO ALL OF THE MUU.WNS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, 07 MULLIONS 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 SPC- OIFICITIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWON. d 6 J. 2 Cn L9 lo M 52 Hz 0 PRODUCT REVISED Bsaompl7M8 with the Florida L-a3mD5. N 3 I5�1 / - -No .H. r. e - %ETC/ • mem Dade i ■ PI; 6. mro LYNN Mi ",� ` * ' 4No -68705 • „,'i9/01VA1. tCi.•‘` H IIIHIre1Tt A. LYNN MILLER, P.E. FL P.E.O 58706 • • ••• • • • ••• •• •• • • • •• •• • • • • .• • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• EXAMPLES OF RECTANGULAR LOAON& LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS Ailow_. __ , l A SOH .I J n SH1DH /N SHOW LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED HINGED DOOR A EXAMPLES OF TRAPEZOIDALRRIANOIA.AR LOADING: • ••• • • • • • • • •• • • •• • • • •• • • • • • • • �- • 1 0 I • 10•• • •• •• PW�•• ♦I•• ••• • / / / / / / / / / /��._i tttFFF .77777 . lir: • Ai4• „ �� a 800 LOADING OF HORIZONTAL MULLION HINGED DOOR LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF (2) HORIZONTAL MILLIONS LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR 18 NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTALMULUONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MILLION LOADING OF HORIZONTAL MILLION Nom; 1) DRAWING ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMNED. USE RECTANGULAR LOADING. 0 6 i in w co D • rel x m m 2 la g NI'!! VQ OJ O O AB 2 � r 4 a rseo Florida Coda I..,..p�..tcaNn _.yv1 why * • No. woos 3) 8E8 PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATION& ) O tS s • STAT O 11,11 IINt• A. LYNN MILLER, P.E. FL P.E.# 58705 IIW II: I� II Ai a LOADING OF (2) HORIZONTAL MILLIONS LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR 18 NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTALMULUONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MILLION LOADING OF HORIZONTAL MILLION Nom; 1) DRAWING ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMNED. USE RECTANGULAR LOADING. 0 6 i in w co D • rel x m m 2 la g NI'!! VQ OJ O O AB 2 � r 4 a rseo Florida Coda I..,..p�..tcaNn _.yv1 why * • No. woos 3) 8E8 PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATION& ) O tS s • STAT O 11,11 IINt• A. LYNN MILLER, P.E. FL P.E.# 58705 MIAMI DADE_ COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 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 "FD -101" Outswing Aluminum French Door wl wo Sidelites – L.M.I. APPROVAL DOCUMENT: Drawing No. 110058 -1, titled Series "Alum. French Door tk. Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08A14/12, peepered by* manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami–Dade County P %duck'ontrol Section renewal stamp with the Notice of Acceptance number and expiration &M by the MI un -Dade County Product Control Section. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/develepment/ • • • • • • • • ••.• • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant *••••• LABELING: Each unit shall bear a permanent label with the manufacturer's throe logo, pity, state, model/series, and following statement: "Miami –Dade County Product Control ApPfove*d ", unldss 8therwisd • noted herein. • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and tiidrtlftes been. no change in the applicable building code negatively affecting the performance of ttis►product. :••• • TERMINATION of this NOA will occur after the expiration date or if there has been a revisibh'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. 11-1013.22 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. .• • • NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact ", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. 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 outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1 L -6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniforrn 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 an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F L -5212, dated 05/05/07, signed and sealed by carios S. Rien a= P. E. (Submitted under previous NOA No. 07- 0629.10) • • .. •• • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, co with MC-20(1/ ' • and FBC -2010, prepared by manufacture, dated 10/11/11, sigfltd •and set ecJ ty Lyffi; • •. . Miller, P. E. (Submitted under previous NOA No. 07- 0629.10) 2. Glazing complies with ASTM E1300 -02/ 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. 11 -0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. E -2 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact ", sheets 1 through 10 of 10, dated 02/22 /07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. 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 outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6864, dated 04/02/12, 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 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked: up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F L -5212, dated 05/05/07, signed and sealed by c.,arlps S. Rig ; P. E. (Submitted under previous NOA No. 07- 0629.10) ' ' .. • • C. CALCULATIONS • • • 1. Anchor verification calculations and structural analysis, cotpiy ipg wig a•C204 • • • and FBC -2010, prepared by manufacture, dated 10 /11 /11, si f&? and sealed by LAX' . •. Miller, P. E. (Submitted under previous NOA No. 07- 0629.10) .' 2. Glazing complies with ASTM E1300-02/ 04 • • ' • • • • • • • • .. • .•.• • • of Permitting, Environment, and Regulht &'y Affairs • • • • • •... • .. D. QUALITY ASSURANCE 1. Miami—Dade Department (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 05/05/11, expiring on 05/21/16. E -2 Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 12 -0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC -2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FTL-6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL -5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0629.10) G. OTHERS 1. Notice of Acceptance No. 11- 1013.22, issued to POT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I. ", approved on 11/23/11 and expiring on 10/18/12. ... • • • • •••• • • • • .. • .... • • • • .. • • • • • • • • .... • .. • • • • • .... • .. • • • • • • • • • • • • • • • • • • .. • .... • • • Jaime D. Gascon, P. ". Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC -2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FTL -6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL -5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0629.10) G. OTHERS 1. Notice of Acceptance No. 11- 1013.22, issued to PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites - L.M.I. ", approved on 11/23/11 and expiring on 10/18/12. • .... • • • • .. • • • • • • .. • • .... • • • • • . .... • • • .... .. . .. . • .. • • .. • • • • • • • .. • .... • • • Jaime D. Gascon, P. ' . Product Control Section Supervisor NOA No. 12 -0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E--3 • • •• •• • • • • • • • • • • • • • ••• • • • ••• •• •• • • • • • • • • • • • • • • •• • • • • ••• • • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE1 • ••• • • • • • • • •• • • •• • • • •• • • • • • • • 1. GLAZING OPTIONS: • • • • A 3/8° LAMA NOM. (.402" CONSISTING OF (t) LITE OF 1/8° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONTsBUTACITE O'R SAFLEXIKEEPSAFE•A (MAIM PLUS (1) TE OF 3/16° HEAT STRENGTHENED GLASS. • • ••• • • • ••• • B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. ' i C. 7/16° LAMI NOM. (.465" CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DURD&STOUTACIT€ OR FLE4(fgEPS4 E MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. . • • • • • • • • • D. 7/16" LAMI NOM. (.465°) CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAi ii OPOUF )4 BtnTr1m SA1114DUKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. , E. 13/16" LAMI IG NOM. (.840°) CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) UTE OF 1/84 HEAT STTtEIQGTHENE120 ASS PLUS•/fi1.090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) UTE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -04. ® B. POSITIVE: DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -04. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL. SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OAF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. t1 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: ATM' REPORTS FTL -4964, 5212 & 6884; ELCO ULTRACON NOA 11.0408.01,12- 0126.09; ANSUAF&PA NDS -2005 FOR VOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 61 IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, BHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE IT!M 22 REINFORCEMENT. o r� ra, 1/2° GLASS BITE Q3 1/8" AN. OR HS. GLASS 3/16" HS. .090 PVB INTERLAYER GLASS (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 3/8" NOM. • GLASS STACK 3/8" LAMI NOM. GLAZING-OP-FM A OR B, NOTE 1 0 a ■t 3/16" AN. OR HS. GLASS 1/2" GLASS BITE 3/18" HS. .096 PVB INTERLAYER GLASS (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 7/18" NOM. GLASS STACK 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT - STRENGTHENED TP. = TEMPERED ® awD.TIC:R 1/2" GLASS BITE m 1/4" AIRSPACE 3/16" TP. GLASS .090 PVB INTERLAYER ( DUPONT BUTACITE) 13/16" NOM. GLASS STACK 3/18" HS. GLASS 1/8" HS. GLASS 13/16" LAMI IG NOM. GLAZING OPTION E, NOTE 1 3 0 N L) 40 0 LL 1 dO_ LL NV-3 a 6 • • •• •• • • • • • • • • • ••• • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A° APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E HEIGHT 87 3/4" 91 3/4" e_ 95 3/4" X WIDTH : XX WIDTH 68 - 79 3/4" 7° - 63 3/4" 30 37 1/21 16° 71 3/4" O WIDTH 27 3/4" +75.01 -75.0 SINGLE SIDE CITES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -642 36 3/4" +75:0 -75.0 +74.9 -74.9 +70.4 -70.4 +86.6 -66.6 +63.1 -83.1 O WIDTH I 36 3/4" SINGLE SIDE CITES WITH GLASS TYPES B, C, D OR E +75.0 -75.01+75.0 -75.01+75.0 -75.01 +75.0 -75.0 +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY CONFIGURATIONS: OX X0, OXO, XXO, 0)0( & OXXO DP FQR THE DOOR OR SIDE LEE PREVAILS.) 1S NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A B, C, D OR E HEIGHT X WIDTH XX WIDTH 68- 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 112" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 553/4" +5t7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.8 28 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 - 43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 371/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE CITE O WIDTH GLASS TYPES A, B, C, D OR E 103/4" +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75:0 -75.0 +75.0 -75.0 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 - 64.5 +61.0 -61.0 +57.8 -57.6 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 361/8° +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTE$•• :•• .s. ••• •: • • • •• • • • • • • • • • • • • • • • ••• 1 A. 3/8° IE (1(8° A, .090�RL�B, 3•P16iH8) • • • • B. 3/8" I (1/8" HS, .090 PVB,,3/16° HS) C. 7/1 LAMI (3/16° A, .090 PVB, 3/18° HS) D. 7/1 LAVU3 /2 ° S, .020 PVB., 3/18" HS) ® E. 13/1 W 14(3/W a ,•1/4 eSItbE, VP AS, .090 PVB, 3/16° HS) • ••• • • • • •• • 2. COMBI ED DbOg &SIDD LgE=A1I$TI e FOR TA1:E 1 OR 2. MAX. XN(• WIDTH•= 73112 °• • • • • • • MAX. XO WIDTH =1091/2° MAX O/OXX WIDTH = 107 314° MAX. XXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 6/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8° WIDE ¶IR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGI$ PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 6. EXAMPLES OF COMBINED DOOR AND SIDE CITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29° SIDE CITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 88" WIDE x 86° HIGH DOUBLE DOOR WITH 38 1/2° SIDE CITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 3/4 HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 3/4" WIDE x 80° HIGH DOUBLE DOOR WITH 26" SIDE CITES DESIGN PRESSURE _ +43.1 / -43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 6 FOR REINFORCEMENT DETAIL .PRODUCT RETn'V ""^ ,Esoomplyt°gw1d t. • - 40/1/.:4P g Degeoptiore DESIGN PRESSURES 0 00 0 IL O N co Z aO • • ••• • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• � : PRODUCT RENEWED Florida �A j --- 731/2" MAX. 3�8 3/4" 1081/2" MAX. 38 �4" 38 314" MAX. ~I" SEE NOTE 3+-' +— MAX. f` --.-% -i -• sr143 4i' MAX.rra .36 4/41. • • • • • 36 A4" � '— MAX �1 . - T1 • SF NdfE 3• • • •_ MAX. Building o,..! V2 fp L" 41 ill 1111111117 Knoorrri 'Al — PrIrrwm ginlIMMIll 1 Al 1E 0 • 9" 0 .lE 0 •�• • • • /j• • • • E9 0 c)Ic Ef X INACT , lE 0 FRENCH DOOR & SIDE LITES, IMPACT (TYP.) w NO CHANGES THIS SHEET Z O 4 co 1 rf _�,I' ►.; ® SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 • SEE NOTE 4 OXXO SEE NOTE 4 OX OR XO OXO u) '- 1 z 363/4" MAX. 33 5/8" MAX. 71 314° MAX 371/2" MAX p 24 8/18° MAX. DLO (TYP) 5 Ii Ce o N 1',;i c( - Illll�lm»»»»al�lIP � 84318" MAX. 86314° MAX HT. ilL }i � 11( NI X INACT �� F{ // 0 MAX 853/4° a ' TYP. C� MAX. MP.) g v oRE exe �.. a N gg I 6 " DOOR DLO (64 . 40" TYP. !D j DLO (IYP.) F DLO HEIGHT = HEIGHT -11 3/W DLO WIDTH 7C = DOOR WIDTH - 1215/16" DLO WIDTH 70C = DOOR WIDTH/2 -11 6118" SIDE LITE MP') D� 1 11 1 m , ` ■. ...a . ',. " .0 , � ,, .� \••• �" "' �: w o > -a �; 0 _ ot 7 :1. • •. ..',9,..., y• ',. !yy . i ... �; .' •0 \•`` . /1, . PR ,,• DLO HEIGHT = HEIGHT - 113/8° DLO WIDTH =WIDTH - 31/8 " /I A NOTES: A— B X XX O 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE LITES OVERLAP 'X' AND 70C DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' 'MO'. '0)0(' AND 'MOM' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: (X' DOORS = WIDTH - 5.848) ('XX' DOOR = DOOR W IDTH/2 -4.079) • • ••• •• •. • • • • • • • • • • • • • • •.• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ..• DOOR SECT. A -A VERTICAL. EXTERIOR • ••• • € • • • • • • •• • • •• • • • •• • • • • • • • • • • • • ••. • • • • • • • • • • • ••• ••• ••• • INTERIOR •• • • • •• ••• •• • • • • • •• • • • • • • • ••• •• • • MAX. DLO MAX. SIDE UTE HEIGHT SL SECT. B -B VERTICAL SL VIEW G -G CORNER ASSEMBLY AT HEAD /JAMB AT SILL/JAMB Z g r O 3 0 N LIJ 0 (9 • • ... • • • ••• .. •• • • • •• •• • • • • • • • • • • • • • • . • • • • • • • • ... • • al MI MAX.'XX' WIDTH • .. • • . •. • • • • .. • • • • • • • • • • • • • • • • DLO 'XX' SECT. C-C HORIZ. DLO MAX. 'X' WIDTH MAX. DLO 'X' SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY INTERIOR EXTERIOR MAX DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) PRODUCT RENEWED Building Coda 2 -O No N O 48 I w s u) d N CL < N � o a.snrryav HORIZONTAL SECTIONS • • ... . .. • • • • • • • • • • • • • ..• • • • • • ••. • • • • •.• .• •. • • • • • • • • • • • • • • ••. ITEM DWG # POT# DESCRIPTION 1 943B 80411 FRAME HEAD 2 1010 6Q300 WSTP.,Q -LON .190 X.375 HIGH 3 7070 87070K BULB WEATHERSTRIP .187 X.300 HIOH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCKSTR6(EPLATE 8 966 7958A FRAME HEAD STRIKEPLATE BACKING PLATE 7 HEAD GASKETS (STOCKI•G #70998) 7832X12FPXP #5.32 X.500 PH. FL MS - S.S. W/SILICONE PATCH 8. 995 70996 GASKET(BETWEEN THRESHOLD & FRAME JAMB) 9 998 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10 962A 6533018 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD 12' 1670 871670 WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY#32011) 13 11004A. 611004M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER .085 ( INHOUSE INJECTION MOLDED) 15 11002A 411002A ACETAL SPACER .096 ( INHOUSE INJECTION MOLDED) 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED 20 9150 80390 FRAME JAMB (OUTSWING) 2( 1010 80300 WSTP.,Q -LON .190 X.376 HIGH 22: 8805 66808M REINFORCEMENT 1.000 X2.750 X0.850, 606145 23 1140 78X112PSATS #8 X1.500PH6QATIS 24 1048 ' 71048 JAMB SCREW COVER CAP 28 930 41721N STRIKE PLATE INSERT 28 1118 710X34PFA #10X.750 PH. FL SMS 27 7070 67010K 6U1.8 WEATHERSTRIP .187 X .300 HIGH 30 910D 8910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 8911 DOOR PANEL,' SIDE RAIL 32 917 7FRM0 HINGE 'EXTRUSION 33 1178 71068FP W,0 810 X .825 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 BTRODA 8/18.18 THREADED ROD 38 990' 7990NUTA 5118.18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.76 PH. FL. TEK 39 997 70997 GASKET (OETWEEN PANEL HEADISIU. & PANEL STILES) • 40 1023 ' 879240 W$1P., .187 X.250 HIGH, FINSEAL 41 928 41720 SUDS BOLT ASSY. (INACTIVE PANEL ONLY) 42. 1145 78X12FPAW 86 X.500 PH FL SMS TYPE BDS 43 1212 7P3000 SILL DUST PLUG (INACTIVE PNL) 44 9830 6983 . DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 9848 8984 DOOR PANEL ASTRAGAL 2 ( OUTSWING) 46 1213 8Q200K W87P.,Q -LON .190 X.200 HIGH 47 929 74UBL6K LOCK SUPPORT ASSY. (41707 & 41705) 48 1139 7634F 88 X.760 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 80 WOLFS RUBBER SLEEVE 61 .930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.760 PH FL SMS 64 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X .750 PH FL. SMS ITEM 4W G # POT# DESCRIPTION 80 020000 8420D• • • SIDELITE4•EADER • • 81 921D •o- - : • • SIdELITT` SILL • •: : • 82 4188 •0r1 : SII2EUTe�JAMB • 4•• 83 1166 61 0A. #6 .0e9aUAD MOWS • 84 ..:: 7998 HEAD GASKETS (STOCKI•G #70998) 66 : ,,, 7999 SILL GASKETS (STOCKING 870999) 68 - - 8184914 • • APTEIi SILQEL�I- 67r+ •E4A14011 j.7�'�i a W 0 1 :TTC' • • SETNINO : LOOK, ' 2" /4 X 1" - SA, : • +1 . "' RO. 71 712$7t1C ; : SFJTIN4 B 111% X1 /2" X 1" W/PSA, 86 + /-5 DURO. 72 4222A 64222 BEAD, 7/18° 73 6988 BEAD, 3/8" 74 7B 84$87 BEAD, 13/18" 10 90 . SDURAKI4 1/4" DURASEAL 10 SPACER 91. 6TP248 : LIB, THIN SED IN EXTRUDED BEAD) 92' 988 84a98 BEAD, INTERIOR 93 224 8TP247 BULB, THICK (USED IN EXTRUDED BEAD), 85 +1 -1 DURO. 94 . G IJCONE, 0QW 899 OR 903 .. 96 LASS, 3/8' IAMI -1/8" A .90 PVB, 3/16" HS 96 . LASS, 318"tAMI ..118" HS, .90 PVB, 3/98" HS 97 . LASS, 7/18" LAMI - 3)18" A, .90 PVB, 3/16° HS 98 .. LASS, 7/18" LAMI.8/18" HS, .90 PVB, 3/18" HS` 99 LASS, 13/18" LAMI 10.3/18" TP, 1/4" AIRSPACE, 1/8" HS, .90 PVB, 3/16" HS 103 OFF -THE SHELF ': IDEAD.BOLT LOCK ' .504-01 r- .O6b- OU� 13 OUTSWING THRESHOLD CHANNEL COVER 8083 -T8 2.760—el .125 I E l 800 �125� ZZ TUBE MULL 6083 -T5 1.000 PRODUCT IyI"B w� Florida D '-- ea A 1 [QRt51. 2 cn W (eN 1 N CI I g 8 11- o_ LL 1O cp 1 0 ti • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • •. • 1.750 --0,- 4.826 4.000 .082 c) DOOR PANEL 3� TOP & BOTTOM RAIL 8083 -T5 3.655 -1.750 4.726 4.100 3.111 1.400 .050 -'4T- 1 O FILLER HEAD ADAPTER 6063 -T6 3.000{ 1 FRAME HEAD 6063 -T6 1479 J 3 000-.1 11 OUTSWING THRESHOLD 6063 -T6 4.726 4.100 DOOR PANEL DOOR PANEL SIDE RAIL INTERIOR ASTRAGAL 8083 -T5 0 6063 -T5'.. 1.500"'' 1251 -� 1-6 -7.558 n n .750 r r.060 .683 TRUSS CLAMP 6063 -T5 0 0 3/S" GLAZING BEAD 73 60633-T5 +-- 3.100 -►l 1.7ri0� • • • ••• • • • •• • • •• •• • • • • • • • • • ••• ••• • • • • 4.875 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 .050 9 7/16" GLAZING BEAD 6063 -T5 5.212 6.086 80 SL HEADER 6063 -T8 ,20 DOOR FRAME, JAMB 6083 -T8 -+ -1.578 - . 1 .890 i .0 50 1 3.0 $2 SL JAMB 8083 -T8 i .050 2.980 0 SLJAMB 88 ADAPTER 6063 -T6 37 WEATHER STRIP CHANNEL 6083 -T5 HINGE 6063 -T5 0.375 .125 �-►•{ (- -.172 683 LL .050 T -•"{ 1.092 74 10 GLAZING BEAD 6063 -T5 PRODUCE RENEWED as complying Florida A MI) s No 1 .. Og` frJ�I� Product 00 O ce N o < N z 0 " O LL O 1�- z O 1 • • •• •• • • • • • • • ••• • • • • • • • • •• •• • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • ••• a A HEAD ZONE °C° I ZONE "D” I ZONEE'0' SILL ZONE °C° SEE TABLE 3., SHT. 9 fiZ -ZON --t- HEAD OXO 2 SILL I SILL I I SILL '-ZONE 1 ZONE °F° Z E-t SEE TABLE 7., SHT. 9 SILL ZONE "D°�ZONE D"� SEE TABLE 4., SHT. 9 HEAD HEAD ZONE °E "� 14 1___ SILL ZONE 'E° SEE TABLE 5., SHT. 9 HEAD HEAD SEE TABLE 7., SHT. 9 HEAD HEAD ..{ • I • •2ONE "D'i 20NE "E" I• ••-• • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• ••• ••• •• ••• • • • •• • • • • • • ••• SILL I SILL j ZONE °D° ZONE "E° SEE TABLE 8., SHT. 9 HEAD rZONE "E" ZONEE°F°--1--ZONE"F°-1- ZONE "D ° ZONE "F° ZONE la w N 1 1 .XXO OR OXX 1 31LL � 1 I Sill I SILL I ZONE-4 SEE TABLE 7., SHT. 9 HEAD HEAD ..{ • I • •2ONE "D'i 20NE "E" I• ••-• • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• ••• ••• •• ••• • • • •• • • • • • • ••• SILL I SILL j ZONE °D° ZONE "E° SEE TABLE 8., SHT. 9 HEAD rZONE "E" ZONEE°F°--1--ZONE"F°-1- ZOE" 1r { JAMB ZONE B•f la w N OXXO - ILL SILL I-ZONE�.�nw,E m 31LL � I ILL }- ZONE „Ekii °t„-- °E. SEE TABLE 7, SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71314° x 83 3/4° 90C DOOR, WITH 19° x 833/4° SIDE LITES (SEE SOLUTION AT RIGHT) • • • • ••• • • NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.1/4° ELCO TAPCONS 2.1/4° ELCO 884 CRETE -FLEX MASONRY ANCHORS 3.912 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8° MAX. O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9° MAX FROM ASTRAGAL CENTERS AND 20 7/8° MAX. 0.C. HEAD & SILL OF SIDE LITES: 8° MAX FROM CORNERS AND 24 3/4° MAX. O.C. ' 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. x a MINIMUM JAMB ANCHOR LOCATION. — a ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER WILES 3-7 ONSHEET9. EXAMPLE 2 ANCHORAGE SOLUTION w FOR A CONCRETE OXXO INSTALLATION 5 A. 19"x83 3/4" SIDE LITES'B° AND °E° ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 713/4" x 83 3/4" XX DOOR ZONE "F° ANCHORS FROM TABLE 4, SHEET 9, EACH °F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: 70TALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5+5 +2 a (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL s a ANCHOR LOCATION FOR EXAMPLE ABOVE LE z 0 O J Ii cL Q N A o tt5 4o 0 Oco O t `\\ ...• i az • • •• • • • • • • • • • • • •• • • • • • • • • • • ••• • • • ••• • • • • •• •• • • • • • • • • • • ••• • • • • ••• TABLE 3. X DOORS ® TABLE 4. XX DOORS ® (ALSO X DOOR OF XO & OX) TABLE 6. o SIDE LITE ® TABLE 6. XO & OX • • • • • • • • TABLE 7.iOX_0. XXO, OXX • • • d•JXXA • • t� GLASS TYPES ANICHDRTYIE & guRemAtt • A, BAC. D. * • • GLASS TYPES ANCHOR TYPE & SUBSTRATE A, I C,19 E • GLASS TYPES ANCHOR TYPE 8 SUBSTRATE A, B, C. D, E GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D, E GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D. E i,3 �.2 COPE 1Y14`� 2 3, WOOD` 9 2 C(yIC i 2 3, WOOD 12 CONIC 2,3, WOOD 12 CONC 2 3, WOOD 12 CONC I DOOR WIDTHS LOAD ZONES POOR WIDTHS ")0(" - 47.75 TO 71.75 a 1 i LOAD m 'JD_ 5 opt i$ ZONES N 5. �. 1. a XX - HEAD/SILL "D/USE {a ALSO WI TABLE e.) XX - HEAD/SILL °P SE W !TABLE 7.) WIDTHS LOAD ZONES 9QOR WIDTHS "X -25.50 TO 37.50 �_ OD 6 0 X- HEADISILL°D' X -JAMB "A" • • 1 togg 4 0 o X - HEADMILL "i)" IX -JAMB d` DOOR WIDTHS D iii' 25 ■ 90 •37160 • • • • • •3Te':47 o • 1 TO 71W6 • • ft Y 6 LOAD • • • •• w 6 ZONES • L. i JO- JAMB"" • I13 •. • t T- 6 JX,xx - HEADISILL "F" ..Cr - 10.75 TO 38.75 In 6 ggg 4 6 60 6 J 6 7C - 25.50 TO 37.50 X -JAMB A" X - HEADISILL X- HEAD/SILL ' " (USE W / TABLE 7.) 03 X X- HEADISILL"C X- HEAD/SILL"P (USE WI TABLE 7.) SIDE WIDTH x Hr. WIDTH x HT WIDTH x HT. WIDTH x Hi. WIDTH x HT. 25.60 x 79.75 83.75 87.76 91.76 95.75 6 2 7 4 2 3 47.76 x 79.75 83.75 87.75' 91.76 96.75 4 3 8 4 2 3 10.75 x 79.75 83.75 87.75 91.76 95.75 4 1 4 1 10.76 x 79.76 83.76 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 IUSE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 4 2 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR VIIIDTH 10.75 x 79.75 83.76 87.76 91.75 95.75, 4 2 1 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 4 2 I USE ANCHOR QUANTITIES FROM TABLE 3. OR 4 FOR EACH ZONE OF APPLICABLE DOOR WIDTH 4 2 4 2 4 2 4 1 4 1 5 4 7 4 2 3 6 2 7 4 2 3 4 2 4 2 4 2 4 1 4 1 5 4 7 4 2 3 6 2 7 4 2 3 4 2 4 2 4 2 4 1 4 1 6 4 7 4 2 3 6 2 7 4 2 3 4 2 4 2 4 2 4 1 4 1 6 4 7 4 2 3 6 2 7 4 2 3 12.76 x 79.75 83.76 87.76 91.76 95.76 4 2 4 2 12.76 x 79.76 83.75 87.76 91.75 96.76 4 2 4 2 4 2 4 2 27.60 x 79.75 83.75 87.75 91.75 95.75 6 2 7 4 2 3 51.76 x 79.75 83.76 57.76 91.76 95.75 6 4 7 4 2 3 12.75 x 79.76 83.76 87.76 91.75 95.76 4 2 4 2 4 2 4 2 4 2 4 2 4 2 5 4 7 4 2 3 6 2 7 4 2 3 2 .4 2 4 2 4 2 4 2 5 4 7 4 2 3 5 2 7 4 2 3 4 2 4 2 4 2 4 2 4 2 4 2 4 2 5 4 7 4 2 3 6 2 7 4 2 6 4 2 4 2 4 2 4 2 4 2 6 4 7 4 3 6 8 2 7 4 2 6 19.00 x 79.75 83.75 87.76, 91.75 95.78 4 3 4_34 422 4 2 19.00 x 79.76 83.75 87.76 91.75 96.75 4 3 4 3 4 2 29.50 x 79.75 83.75 87.75 91.76 95.76 6 2 8 4 2 3 65.76 x 79.75 83.76 87.76 91.75 95.75 6 4 7 4' 2 3 19.00 x 79.76 83.76 87.76 91.75 95.76 4 2 4 2 4 3 4 2 4 2 4 2 6 4 7 4 2 3 5 2 8 4 2 3 4 3 4 3 4 3 4 3 4 2 4 2 4 2 6 4 7 4 2 3 6 2 8 4 2 5 4 3 4 2 4 2 4 2 4 2 6 4 7 4 3 6 8 2 8 4 2 5 4 3 4 2 4 2 4 2 4 2 6 4 8 4 3 5 8 2 8 4 2 5 21.75 x 79.75 83.75 87.76 91.76 95.76 4 3 4 2 21.76 x 79.75 83.75 87.75 91.76 95.76 4 3 4 3 4 3 4 2 31.60 x 79.75 83.75 8735 91.75 95.75, 6 2 8 4 2 3 59.76 x 79.75 83.75 87.76 91.76 96.75 6 6 8 4 2 3 21.76 x 79.75 83.75 87.76 91.76 95.75 4 2 4 2 4 2 4 3 4 2 4 2 4 2 5 5 8 4 2 3 8 2 8 4 2 6 4 3 4 2 4 2 4 2 4 2 6 5 8 4 3 6 6 2 8 4 2 5 5 3 4 2 5 3 5 3 4 2 5 2 4 2 6 5 8 4 3 5 6 2 8 4 2 5 5 3 4 2 4 2 5 2 4 2 6 5 8 4 3 6 7 2 10 4 2 6 27.75 x 79.75 83.76 87.75 91.75 95.76 6 3 4 2 2776 x 79.75 83.76 87.76 91.76 95.75 5 3 5 3 5 3 4 2 33.50 x 79.75 83.75 87.75 9175 95.75 6 3 8 4 3 3 63.75 x 79.75 83.76 87.76 9175 95.76 5 6 8 4 2 3 27.76 x 79.75 83.75 87.75 91.75 96.76 6 2 4 2 6 3 4 2 4 2 6 2 4 2 8 5 8 4 3 5 6 3 8 4 3 5 6 3 4 2 4 2 5 2 4 2 6 5 8 4 3 6 6 3 6 4 3 5 6 3 4 3 6 3 6 3 4 3 8 2 4 2 6 5 8 4 3 6 7 3 10 4 3 5 6 3 4 3 4 3 8 2 4 2 7 8 10 4 3 5 7 3 10 4 3 6 38.13 x 79.76 83.75 87.76 91.75 95.75 0 4 4 3 38.13 x 79. 83.76 67.76 91.75 95.78 8 4 6 4 7 5 7 5 4 3 35.50 x 7975 83.75 87.76 91.76 95.75 8 3 8 4 3 6 67.76 x 79.76 83.75 87.75 91.75 95.76 8 5 8 4 3 5 38.13 x 79.76 83.75 87.75 91.75 95.75 8 3 4 3 8 4 4 3 4 3 8 3 4 3 8 5 8 4 3 5 6 3 8 4 3 6 7 6 4 3 4 3 7 3 4 3 8 6 8 4 3 6 8 3 8 4 3 5 7 6 4 3 4 3 7 3 4 3 7 8 10 4 3 6 7. 3 10 4 3 6 7 5 4 3 7 6 4 3 7 3 4 3 7 6 10 4 3 6 7 3 10 4 3 6 38.76 x 79.75 83.76 87.76 91.75 95.75 6 4 4 4 3 3 38.75 x 79.75 83.75 87.75 91.76 95.75 6 4 8 4 7 6 4 3 37.60 x 79.76 83.76 87.75 91.75 9535 8 3 8 4 3 6 71.76 x 79.75 83.76 87.76 8 5 8 4 3 5 36.75 x 79.75 83.76 87.76 91.75 95.75 6 3 4 3 4 3 6 4 8 3 4 3 8 6 9 4 3 6 6 3 8 4 3 6 7 5 4 3 4 3 7 3 4 3 8 6 9 4 3 5 7 3 10 4 3 6 7 5 4 3 7 6 4 3 7 3 4 3 91.75 7 6 10 4 3 6 7 3 10 4 3 5 7 6 4 3 7 6 4 3 7 3 4 3 95.76 7 8 10 4 3 5 7 3 10 4 3 6 APPROVED ANCHOR TYPES: 1.114" ELCO TAPCONS 2.114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G6) 4. ENCIRCLED ANCHOR. QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. FRODUCTRENBINED .; Cods 2- •sus. 02 Arropteaco No Dade Product C O 0 pW $ d N Q [ C] ANCHOR QUANTITY LOAD ZONE TABLES 0 O j ggh Ei 0 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 13/8" 1/4" MAX. SHIM MN- WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 Ext IX WOOD BUCK, NOTE 2 1 3/8° TYPE 1 1 3/4" TYPE 2 —1/4° MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4° MAX. SHIM IVA I 171■11,11 WI, 1111111.i■ .1. Nil i!,.1.‘711,thp.f1111/1. i %. . .1::....■;::: OA 3/4° MIN. E.D. •.- ".';': •• _t 2X WOOD 1.5 KSI MI. CM/ OR 3A KSI MIN 1 1/4" TYPE 1 OR 2 (CMU) 13/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM 4 3M° MIN. E.D. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2X WOOD BUCK, NOTE 2 • 3.41VAIN. CONC. 1 XMOODNBUCK, NOW 2 • • • 141 MINa • • : • 1/4" MAX • • S1% • 45: • : • ANCHOR. • rfPE2 ORIS. NOTE 1 1 3/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 13/4" 14114•440...-irt'7 1 3/8" TYPE 1 1 3M" TYPE 2 • • • • • • • • 1/4" MAX SHIM N. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) :(1)CfNAZOR TYPE 2 CONC. ANCHOR, NOTE I DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, 'TYPE 2 OR 3 NOTE 1/4" MAX EXT. SHIM 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 NOTE 3 F1/4" MAX. 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 1/4° TYPE 1 OR 2 (CMU) 1 3/8° TYPE 1 (CONC) 1 3/4" 1 3/4" TYPE 2 (CONC) , MIN. ED. 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. • 1 3/4" MIN. ED. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" TYPE 1 ••:• 1 3/4" 'TYPE 2 mIN. ..— 3.4 KSI MIN. CONC. t DOOR SILL (CONC) 13/8" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. • ' • • ; t. MIN. E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4° TAPCONS EMBEDDED 1318" MIN. (TYPE 1) OR 1/4" 884 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, 08 (TYPE 3) OR ELCO 1/4" S84 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALUC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PRODUCT RENEWED as amtplying with the Florida Building Coda 10 Aaxesnenta No K. A 'Will:: I Dade rodkt .oz iii w x co 1— co' 8 5.1 r ad 0 U3 CC 111 o o - LI ti 13 1 i; x — w 0 0 z g r 0 n LL d SI§ gA z