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WS-11-838Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 159590 Permit Number: WS -5 -11 -838 Scheduled Inspection Date: July 07, 2011 Inspector: Rodriguez, Jorge Owner: STEIN, DOUG Job Address: 1165 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: EAST COAST WINDOWS & DOORS. INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050170030 Phone: (954)581 -2113 Building Department Comments 17 RETROFIT WINDOWS INSTALLATION AND 2 IMPACT DOOR INSTALLATION ONE WITH SET OF PANEL SHUTTERS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 06, 2011 For Inspections please call: (305)762 -4949 Page 8 of 18 f...;) Cid )11-e:__' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 07 Permit Type:(UILDING) ROOFING OWNER: Name (Fee Simple Titleholder): @.l rr Permit No. L MAY 1 0 2011 0-16 Master Permit No. Address: 4 I (e 6 I■1 E 9 1 City: H Sl96eE. Tenant/Lessee Name: N I - Email: 1 1 1 SHOoe e , I L , - a'/ State: Phone #: • 13 -1 6s" cis s‘ Zip: 3e3 13 s- Phone #: JOB ADDRESS: I I iv N E 'i i'1 City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: .3 a 13 8. Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: East Coast Windows & Doors, Inc Phone #: 954 - 581 -2113 Address: 1711 SW 7 Avenue City: Pompano Beach State: FL Zip: 33060 Qualifier Name: Edward J Morris Phone#: 954- 581 -2113 State Certification or Registration #: CGC 1504443 Certificate of Competency #: Contact Phone #: 954 -581 -2113 ext 201 Email Address: eleanor @eastcoastwindows.com DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ I 14 Square/Linear Footage of Work: Type of Work: ❑Addition ®Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: Retrofit (II) windows and (, ) doors with impact 4 (or! Set 'Panel Shunt • u Submittal Fee $ Permit Fee $ ©Q ' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ■ Bonding Company's Name (if applicable) \II I� — Bonding Company's Address \"t City State Zip Mortgage Lender's Name (if applicable) `.1 ` Ot' Mortgage Lender's Address N Or 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 inspe ion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n .1: ' approved nd a ins ection fee will be charged. Signature X Owner or Agent The foregoing instrument was acknowledged before me this /.i day of ,20 //, by 19a��a -j ,((8,: who is personally known to me or who has produced ,-a? As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 4.: ,4 It A NOTARY P C -STATE OF FLORIDA • "" Daniel J. Shough Commission #DD976146 �''••.,,;,;,••' Expires: MAR. 28, 2014 Signat Contractor p The foregoing instrument was acknowledged before me this �! day of . i , 20 1( , by Edward J Morris who is(personally known to moor who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Edwar4 My Commissio ric ELEANOR MCAFEE es Commission # EE 5814 My Commission Expires 07.05 -2014 Bonded Through Atlantic Bonding Co.. Inc. *****i k*&*********:k*>I:sk** *4 =Ma rtiWra IQDIN �ia rea****** sh**** H: **aF*skskaks k**sk** sk*al: ********* *****:ksk***:k** ******** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk REQUEST FOR CONFIDENTIALITY Miami -Dade Clerk of Courts This request is being made for confidentiality according to Florida Statutes 119. P ' our name gnd reason you are cllaimi�ng confidentiality ,,,-1- „ t based on the above Florida Statute. /� n2. '.J®��. oelr �ru1CC J I°u — dui 4() 2+"etAvir,c'vk Cr lrv,e-Nk j 'J ,ce, sws s I attest that as a _OS . ; -,0 Irc' s iC PS 1.a\�y��4 Cd� "a- f_,C xr_ I am covered under Florida Statute \lc( and hereby request that m (Home Address or Social Security Number) be redacted from Book Page Official Records of Miami -Dade County. of the The information provided on this request for confidentiality is itself to be kept confidential. The information may only be used by the Miami -Dade County Recorder's staff in order to process my request for confidentiality. I agree to indemnify and hold harmless the Miami -Dade Clerk of Courts for any and all claims proximately resulting from this request. Furthermore, I affirm that the only document(s) being redact - fi is /are i s nti y- d . y Book and Page above. S a•Je d Da L0J 9 ,'ReJ °N Print Full Name �L 115 Aic 9� (5)- Address Me .10,1 S lurc) 33133 City, State, Zip 30E- S� -2s3cZ Telephone State of Florida County of t'\ tNtkM. -- 1-)(“J(_ Sworn to (or affirmed) and subscribed before me this /.S— day of by /9 o a. , /,_,. % , f Personally own or produced identification •° Type of ii167 9696 'i NF n--FL- 04 ' " "•1, Daniel J. Shough Commission #DD976146 �''•�,, ;,,.,•'' Expires: MAR. 28, 2014 BONDED MU ATLANTIC BONDING CO., INC. Incomplete document will not be processed. Accepted by Date Print Name OP ID: D3 'A -K °- CERTIFICATE OF LIABILITY INSURANCE DATE 05 /09DJYYYY) o5ros/11 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(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements). PRODUCER 954-776 -2222 Brown & BBrrown of Florida, Inc. 1 0 BWox 57n Creek Rd # 130 954- 776-4446 Ft Lauderdale, FL 33310 -5727 Andrew Noye, CIC, CRIS NAME: CONT CT PHOr.E FAX Lo, Ext): (A/C, No): ADDRESS: PRODOMER EASTC06 CUSTOMER ID #. INSURER(S) AFFORDING COVERAGE NAIC # INSURED East Coast Windows & Doors Inc Attn: Kelly Morris 1711 S.W. 7th Avenue Pompano Beach, FL 33060 INSURER A:Crum & Forster Specialty Ins. 44520 INSURERB: FCCI insurance Company 10178 INSURER c` $ INSURER D : INSURER E : X INSURER F : $ CERTI THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWrTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUER IIWD POLICY NUMBER 0 L0211656 POLICY EFF (MMJDDJYYYY) 05107/11 POLICY EXP (MMJDD/YYYY) 05/07/12 LIMITS EACH OCCURRENCE $ 1,000,000 A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR X PREM sES tEe oocurrrrenee) $ 50,E CLAIMS -MADE X MED EXP (Any one person) $ Excluded GENT —I PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 AGGREGATE LIMIT APPLIES PER: POLICY n JER8: n LOC PRODUCTS - COMP /OP AGG $ 2,000,000 Emp Ben. $ 1,000,000 B B B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CA0018408 CA0018408 CA0018408 05/07/11 05/07/11 05/07/11 05/07/12 05/07/12 05/07/12 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ X $ $ A _ x UMBRELLA MN EXCESS LIAR X OCCUR CLAIMS -MADE XS0171345 05/07/71 05/07/12 EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 X DEDUCTIBLE RbII_NTION $ Prod. Agg $ 2,000,000 $ B AND EMMPLOYERS' LIABWIV ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERMEMBER EXCLUDED? (Mandatory In NH) If yes. describe under DESCRIPTION OF OPERATIONS Y / N N 1 A 001 WC11 A66704 05107/11 05/07/12 X I TORY LIMITS I I OER E.L. EACH ACCIDENT $ 1,000,000 below E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (Attach ACORD 101, Addltlonal Remarks Schedule, If more apace Is required) CERTIFICATE HOLDER MIAMISH Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009109) O 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD PERMIT # 111111111111111111111111111111111111111111111 TAX FOLIO # 11. 3 2 O5 • 3(7 - 00.30 NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property: Property Address: 2. General description of improvement 3. Owner Information Name: a. Mailing Address: b. Interest in property c. Name & Address of fee simple titleholder (if other than owner): 4. a. Contractor's Name: b. Contractor's Address: c. Telephone & Fax 5. a. Surety Bond Name: b. Address: c. Telephone & Fax d. Amount of Bond: 6. a. Lender Name: b. Lender Address: c. Telephone & Fax LOT 3 BLK % d'D CFN 20118.1 e27432.3 OR Bk 27669 Ps 2351? (1Ps) RECORDED 04/28/2011 11:46 :45 HARVEY RUVINp CLERK OF COURT MIAMI- CDACDE COIJNTYr FLORIDA LAST PAGE This space reserved for recorder. ................. sus /?v y Pc O2 6,4enz Sf. s .SC ? S ❑ Lengthy L Iatta hed SI nS S n .a`�� 'S I I le r- ? e rt 1 S fre.t4 01 c~.i S lwre.s r L 33/3 ?? chu East Coast Windows & Doors, Inc. 1711 SW 7 Avenue - Pompano Beach FL 33060 954-581-2113 / 954-581 -2114 fx 7. Persons within the State of Florida (name & addresses) designated by Owner upon whom notices or other documents may be served at t provided by Section 713.13(I)(a)7., Florida Statutes: us AdreAdddress. r Telephone & Fax 8. In addition to himself or herself, owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(I)(b), Florida Statutes: Name: Address: Telephone & Fax 9. Expiration Date* of this Notice: *Expires one year from the date recorded, unless otherwise noted. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMEN EMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND E OBT IN Fl CING, CONSULT W1TH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK .. • . ECO DING O R NOTICE OF COMMENCEMENT. boyalles Signature of Owner or Owners Authorized Offi Director /Partner /Manager Tide/Office The foregoing instrument was acknowledged before me this / , ( day of 0p4 , 202L„ by �._q 41 ,ffe, i. as for ( NOTARY PUBLIC-STATE OF FLORZA Daniel J. Shough g,#DD X145 Commission MAR ?S; Expires 8, 214 Print, Type , gDp gsigReitNdtiala:Notary Public Personally Known OR Produced Identification Type of ID Produced: T7'4,04 otary Public - State of Florida VERIFICATION PURSU TO S Under pena By ON 92.525. FLORIDA STATUTES. Ia� , 1 declar have read the foregoing and that the facts stated in it are true �m knowledge and belief. arm hire kka rrsz* -e. Signature of Owner • Owne "s ' uthorized Officer/Director/Partner /Manager who signed above. 1'71 / d-c �d�J4� pom� � D 7 eSl- 33 6eeG Turn Over for Instructions 2007 FLORIDA BUILDING CODE WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING per ASCE 7 -05 FOR BUILDINGS WITH MEAN ROOF HEIGHT OF 60 FEET OR LESS DESIGN PRESSURES FOR INTERIOR ZONES ( "Zone 4 ") Mean Roof Height Tributary Area (sq. ft) (ft) 10 1 20 25 30 35 40 45 50 15 46.5 45.2 . ' 43.7 43.1 42.7 42.3 41.9 41.6 -50. -49.2 /� - 47.6 - 47.1 - 46.6 - 46.2 - 45.9 -45.5 16 .1 . . ' .0 44.3 43.7 .3 42.9 42.5 42.2 -51.1 - 49.8 -49.0 - 48.3 - 47.7 - 47.3 - 46.8 - 46.5 -46.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 -51.7 -50.5 -49.6 - 48.9 - 48.3 -47.9 -47.4 -47.1 -46.8 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 -52.4 -51.1 -50/ - 49.5 - 48.9 - 48.4 - 48.0 - 47.7 -47.3 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 -53.0 -51.7 -50.8 -50.1 - 49.5 - 49.0 - 48.6 - 48.2 -47.9 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 -53.5 -52.2 -51.3 -50.6 -50.0 - 49.5 - 49.1 - 48.7 -48.4 22 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 - 49.7 -49.4 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 28 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 30 53.8 52.3 513 50.6 49.9 49.4 48.9 48.5 48.1 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 492 48.8 -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 34 552 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -61.3 59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 - 62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 - 63.2 - 61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.5 -57.1 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 - 64.4 - 62.8 - 61.7 - 60.8 -60.1 -59.6 -59.0 -58.6 -58/ 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -65.5 - 63.9 - 62.8 - 61.9 - 61.2 - 60.6 -60.0 -59.6 -59.2 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 - 66.5 -64.9 -63.7 - 62.9 - 62.1 - 61.5 - 61.0 - 60.5 -60.1 60 62/ 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 - 67.5 - 65.8 -64.7 - 63.8 - 63.0 - 62.4 - 61.9 - 61.4 -61.0 DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ") Emma T. Mellinger, P.E 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 (954) 784-6991 (954) 781-5708 fax emma95c.5es.com Meru Roof Height Tributary Area ry (sq. ft) (ft) 10 15 i - 30 35 40 45 50 15 46.5 45. , 44. F 43.7 43.1 42.7 42.3 41.9 41.6 -62.2 -59.: -58. i -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 16 47.1 45.9 '5.0 %'.3 43.7 43.3 42.9 42.5 42.2 - 63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 - 63.9 -61.4 -59.6 -58.2 -57.1 -56.1 -55.3 -54.5 -53.9 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 - 64.6 - 62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 - 65.4 - 62.8 -61.0 -59.6 -58.4 -57.4 -56.6 -55.8 -55.2 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 442 - 66.1 - 63.5 -61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 22 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 - 67.4 - 64.8 - 62.9 - 61.4 -60.2 59.2 -58.4 -57.6 -56.9 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 68.7 66.0 64.1 62.6 61.4 -60.3 -59.4 -58.7 -58.0 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -69.8 - 67.1 - 65.1 - 63.6 - 62.4 - 61.4 -60.4 -59.6 -58.9 28 53.0 51.6 50.6 49.8 492 48.7 48.2 47.8 47.4 -70.9 -68.2 - 66.2 -64.6 - 63.4 - 62.3 - 61.4 -60.6 -59.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -72.0 - 69.2 -67.1 - 65.6 - 64.3 - 63.2 - 62.3 - 61.5 -60.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -73.0 -70.1 -68.1 - 66.5 - 65.2 - 64.1 - 63.1 - 62.3 -61.6 34 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -73.9 -71.0 -68.9 - 67.3 - 66.0 - 64.9 - 64.0 - 63.1 -62.4 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 -74.8 -71.9 - 69.8 - 68.1 -66.8 - 65.7 - 64.7 - 63.9 -63.1 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -75.7 -72.7 -70.6 - 68.9 - 67.6 - 66.5 - 65.5 - 64.6 -63.8 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -76.5 -73.5 -71.3 - 69.7 - 68.3 - 67.2 - 662 -65.3 -64.5 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -78.0 -75.0 -72.8 -71.1 - 69.7 - 68.5 - 67.5 - 66.6 -65.8 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -79.5 -76.3 -74.1 -72.4 -71.0 - 69.8 - 68.8 -67.9 -67.1 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 - 69.9 - 69.0 -68.2 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 General Notes 1 These tables are not valid as a site - specific drawing 2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E. 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. JOB SITE LOCATION: WIND SPEED = 146 MPH. EXPOSURE "C" These tables are valid for the following conditions only: 1 Wind Speed (3- second gust): 146 mph. 2 Building Category: 11 (General Residential and Commercial Construction). 3 Importance Factor. 1.0 4 Exposure Category: C 5 Topographic Factor (Kzt): 1.0 (Flat Terrain) 6 Directionality Factor (Kd): 0.85 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Gapi: +- 0.18 8 Enclosed Building Consult an Engineer for any other conditions Instructions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid only for mean roof heights of 60 feet or 3 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 4 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 5 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 6 Area between structural mullions shall be used as tributary area. 7 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building corner, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as refered to above, shall be calculated as 10% of the minimum building width, but not less than 3 9 Read the worst case positive and negative design pressures for use as required by governing building Emma T. Mellinger, P.E. FL P.E. # 50049 EIL Date: February 16, 2011 HAY 1 0 2011 Garage HP 'HR 54' At le bedroo X X X BY: t 6-3 Miami Shores Village APPROVED • • e win PT ltn 1 • BLDG DEPT BY ow in DATE SllilJFCT TO cOMPLIANCE WITH NIFIEDEPAL ;S ATE AND COUNTY MAO AND I ! Bath SH Kitchen HP Bath Master Bedroom 3/8 HP, 3Y x 50 50',1"✓v (SR ( ) 111 x 50 878 HR Living Room x2 m uu Mfg HP Front Door i�.4�lis rc7 Shutter O X 74x 638 HR 53 x 50 5/8 H Bedroom Bath 37 ; 2E 3'8 HR X 0 X dows & Doors, Inc. Avenue L 33060 201 Bedroom 74x508/8HR (511A) 74 x 38 3/8 HR O X Job Site: Stein Residence 1165 NE 97th Street Miami Shores, FL 33138 0 0 Sheet 1 of 1 Florida Building Code Online HOUSINGS.COMMU Jn' I EMERGENCY ' MANAGEMENT 1 OFFICE OF THE SECRETARY Page 1 of rum cos, DC A ARDGPA I2 BCIS Home 1 Log In User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Pro uct or Application Search > Application List .> Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Revision 2007;.; Approved PGT Industries j 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark @pgtindustries.com Lucas Turner Iturner @pgtindustries.com Lucas A. Turner 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 Iturner @pgtindustries.com Windows Casement Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL S andard TAS 201, 202, 203 TAS 202 Year 1994 1994 http : / /www.floridabuilding.org/nr /nr am) dtl. asnx ?Daram= wGEVXOwtDosTO4n5WHWR1J ffliC %9fi,l1N dllorn1r Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/22/2008 05/27/2008 07/07/2008 09/15/2008 Page 2 of Summary of Products FL # Model, Number or Name 'Description 245.1 CA -640 (Non - Impact) Aluminum Casement Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #08- 0117.12 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL245 R5 C CAC 640 -08- 0117- 12.odf FL245 R5 C CAC Letter CA- 640.pdf Quality Assurance Contract Expiration Date 04/24/2013 Installation Instructions FL245 R5 II 640 -08- 0117- 12.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 245.2) -740 (ImpaC-01 Aluminum Casement Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Certification Agency Certificate FL245 R5 C CAC 740 -08- 0117- 11.pdf FL245 R5 C CAC Letter C T407-ff Quality Assurance Contra xpiration Date 05/22/2013 Installation Instructions FL245 R5 II 740 -08- 0117- 11.pdf I Other: Please see Miami Acceptanc0 (NOA) #08- information, anchorage and spacing information./ -Dade County Notice o 0117.11 for product performanc; details, and anchor type, size,/ Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Coavriaht Statement 1 Accessibility St ement I Pluq -in Software I Customer Service Survey I Contact Us Product Approval Accepts: http : / /www.floridabuilding.org/pr /nr ann dthasnx?naram=vvGEVX0wtDosTO4nSWilWRI Torniroz:mil 1 rT 4./70/')A1 f PST Betten'" 1070 Technology Drive Nokomis, FL 34275 May 22, 2008 Reference: CA-740 NOA 08- 0117.11 Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 To Whom It May Concern: The above - referenced Miami -Dade County Notice of Acceptance meets the requirements of the orida RuiIdina Cr,rcP 2007iedition, section 1714.5.2.1 (TAS 202 protocol) and sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols Large Missile). S rely, Lucas A. Turner; RE. P.E#S82Q1 PGT Code Compliance COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MLa11VII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.aov/buildinncode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (1n Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 20008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted render NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R - No. FTL 3587 dated 10/8/02, signed and sealed by Jo e • h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0 .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th> , es C -740 Aluminum Casement Window — L.M.I., approved ' ' 0 3/06, exp'� rs : , �! 5/22/08. Manuel P : y P.E. Product Contro iner NOA No. i ; 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16° LAMINATED GLASS COMPRISED OF (1) LiTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .0901NTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13116" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. ® B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. r C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR °XX" CONFIGURATIONS SEE SHEET 6. F. FOR 144 XOX" & "O" CONFIGURATIONS SEE SHEET 7. 4yr' cw/w G. FOR 144 XOX° & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, XO" & "OX° CONFIGURATIONS SEE SHEET 9. ®4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL MAX. 4° FROM CORNERS MAX. 4" & 7° ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3° APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING ' (2) ANCHORS 3° APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. CONFIGURATIONS OPTIONS } x 0 3 X 0 ri 3 X 3 0 3 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 m�ma7. Oats awaemc F1C 3/25183 8 ADD 13/10L0. 8 MOVE GLAZING DETAIS TO SHEET abbar F.1L 0.," 7/10/03 ltsroltbrec NO CHANGE THIS SHEET R, W4 y.. D. F.Ir. 821fi5 DmontAr arc plc 12117312 Nn9Yva D ADD 78' HT., GLASS TYPES FAND G. REVISE ANCHORAGE. cEnbeer ate: 1070 TEC,.WOLOGYDRNE 8050513. FL 34273 A.C. SOX 1320 N080%.3 FL 34274 NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Tail y Better s`4 ,a,a, s� �" @""°"' 1Vr CA-740 NT$ 1 r 13 I 7045 -8 D PRODUCT HERF?XED +Sa Platen t: re Ci;c By Di t Ya4iettCmntrol Lutes A. Turner, P.E. PE 858201 Mechanical A 1/8" ANNEALED OR w --.090 PVB INTERLAYER 86 ,~ HEAT STRENGTHENED F-- GLASS 1/8" HEAT STRENGTHENED GLASS � 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS r- .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE Render OW. R"wn. F.IC 30503 S 7/16" LAMINATED GLAZING DETAIL 3116" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 118° ANNEALED GLASS 13/16° 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL n� c,,; : ✓• .........:•rib REDRAW GLAZING DETAILS & ADD 13118L13. RweaBy. E. lusge 7/10/03 groistoor NO CHANGE THIS SHEET Render. FK ADD 13118"LAM11.0. W/7 /187.AM1 & CORRECT 5116"LAMI DETAIL Mener Oarn. Caserta 6Y _ F,K 03/25/03 1070 TECHNOLOGY OWE NOKOMI5, FL 34275 P.O. 60X 1535 8080815, FL 34274 PST Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT C4•745 NTS 2 " 13 7045 -8 D Lucas A Tame1, P.E. PE 85001 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATION TYP. 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. All II 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE 74° MAX. WIDTH LOCATION "X" , 30" MAX. SILL OF "X" PANELS, 1.` DAYLIGHT TYPICAL. SEE HINGE 1 OPENING DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4° MAX. 4" MAX. 13° MAX. O.C. 4" MAX. 4" MAX. —�i 30" MAX. DAYLIGHT OPENING IIII III • \. SEE MEETING RAII/DETAIL •(2) 14 1/2" MAX. O.C. TYP. ELEVATION "B" - ")0C" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 37° MAX. VENT TYP. 78° MAX. HEIGHT 1. 3" MAX. O.C. 1---� 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 60° MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - nXOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT rammerR 24 W) Eny1L'zf, s+s amna7. FC FJC FPL awe 32503 R. 8 CHANGE SHEET NO. REFERENCES mans 8123/08 �er� mws AI's HINGE LOCATION DETAILS iteaskame 0 CHANGE MAX. HT. TO 76'ANO MAX DLO T069' Paso B7. F.K. 12117/02 roacts.7 Oster 1070 TECHNOLOGY DRIVE 4829018, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 !GT e8erre7 'XX" & '7COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT senate" s °. CA -745 NTS 3 " 13 �s..:nero 7045 -8 Lucas A Tumor, P.E. PE 058201 Mechanical / / \ s r / O \ �. \ \ 69" MAX. DAYLIGHT OPENING 37° MAX. VENT TYP. 78° MAX. HEIGHT 1. 3" MAX. O.C. 1---� 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 60° MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - nXOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT rammerR 24 W) Eny1L'zf, s+s amna7. FC FJC FPL awe 32503 R. 8 CHANGE SHEET NO. REFERENCES mans 8123/08 �er� mws AI's HINGE LOCATION DETAILS iteaskame 0 CHANGE MAX. HT. TO 76'ANO MAX DLO T069' Paso B7. F.K. 12117/02 roacts.7 Oster 1070 TECHNOLOGY DRIVE 4829018, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 !GT e8erre7 'XX" & '7COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT senate" s °. CA -745 NTS 3 " 13 �s..:nero 7045 -8 Lucas A Tumor, P.E. PE 058201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X° PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 141/2° MAX. O.C. VENT HEAD & SILL ONLY 3T MAX. WIDTH 30" MAX. DAYLIGHT OPENING 13" MAX. O.C. A 69" MAX. DAYLIGHT OPENING 4° MAX. 141/2' 4" MAX MAX. O.C. ELEVATION "D' - °X° (SEE SHEET 5 FOR PRESSURES) 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13° MAX. O.C. L 4" MAX 1--- I —13" MAX O.C. fl I 4 MAX 37' MAX. VE T - 60" MAX. FIXED 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 4" MAX. 4" —1 L ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 30' MAX 53" MAX. DAYLIGHT OPENING DAYLIGHT OPENING 1-. — 1- 13 "MAX.O.C. NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) AX. HT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F° - "XO" & "OX" UNEQUAL. LITE (SEE SHEETS 8-9 FOR PRESSURES) 76° MAX. HEIGHT PRODUCT RENEWED escomOhArgsN9the Rory raa Eapiragle 81 mite R"W Wa.' F.K. 375/03 8 CHANGE SHEET NO. REFERENCES grader "x« F.K. 823705 Rnslar F.K manes F.K. ems,. 7110.03 em 12117/02 iteetiors C ADD WNW DETAIL 8 HINGE LOCATION NOTES Roreivanw CHANGE MAX NT. 7078'AND MAX. DLO 7069' .'—", Fit astir 1070 TECHNOLOGY DRAM NOXOM,S. FL 34275 P.O.8QX 1529 NOKOMIS, FL 34274 rG r_ Vt8rli';Barrer e.°aan X ; °O°, XO" & OX" ELEVA77ONS ALUMINUM CASEMENT WINDOW, IMPACT ssmm Stair tare a.a°eo. C.4-740 NTS 4 " 13 7045-8 D Lucas A. Tamer. P.E. PE 088201 Mechanical X O DAYLIGHT OPENING 76° II HEI( SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) AX. HT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F° - "XO" & "OX" UNEQUAL. LITE (SEE SHEETS 8-9 FOR PRESSURES) 76° MAX. HEIGHT PRODUCT RENEWED escomOhArgsN9the Rory raa Eapiragle 81 mite R"W Wa.' F.K. 375/03 8 CHANGE SHEET NO. REFERENCES grader "x« F.K. 823705 Rnslar F.K manes F.K. ems,. 7110.03 em 12117/02 iteetiors C ADD WNW DETAIL 8 HINGE LOCATION NOTES Roreivanw CHANGE MAX NT. 7078'AND MAX. DLO 7069' .'—", Fit astir 1070 TECHNOLOGY DRAM NOXOM,S. FL 34275 P.O.8QX 1529 NOKOMIS, FL 34274 rG r_ Vt8rli';Barrer e.°aan X ; °O°, XO" & OX" ELEVA77ONS ALUMINUM CASEMENT WINDOW, IMPACT ssmm Stair tare a.a°eo. C.4-740 NTS 4 " 13 7045-8 D Lucas A. Tamer. P.E. PE 088201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8"HS) B. 5/16" LAMI (1 /8"HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1/8"HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 r 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 4842 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75A 70.0 -72.4 70.0 59.9 69.9 -67.8 67.8 436.2 662 -65.0 65.0 -83.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A - 90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68A -63.9 63.9 460.0 60.0 58.5 58.5 - 56.2 56.2 53A 53.4 -51.3 51.3 -49.8 49.8 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 486.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 58.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 -45.6 45.6 - 43.9 43.9 -422 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 rammovesab 'x' natal 6_ -t:.91r�a . �r B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 - 49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 PRODUCT MEWED asconsplyircmlib 1e Fluids BAST cede Ito °i; t ®yy 1i /. ..�..,.T�.,.Pndm ...� TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3/16 "HS) ALL °X" SIZES UP TO 37" WIDE x 76" HIGH - 55.0 55.0 NOTES: A X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 4 LumsE Turner, P.E. PE 058201 Met.,°"Ica1 FX 3P15073 6 ADD GLASS TYPE E 70 TABLES 16 0 � PRESSURES- X CONFIG. WINDOWS r� ALUMINUM CASEMENT WINDOW, IMPACT �"r• F Dab 7 „� &Mae. 1070 TECHNOLOOTORME P.O.60X 1529 NOKOMS, FL 30274 FX 643/05 D REV /SE ANCHORS 6 76" HEIGHT Ltrane7. F.X. rte. 12717/02 EhecYC"Cy. ADD OPTION e,y, 1 Vui* Better "' CA•74o sit NTS 5 a 13 faro a. 7045 -8 1 D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 NEC -75.0 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 83.0 -80.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -88.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 58.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 58.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 42.4 39.7( 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7116" LAMI (3/16"A,.090,3116"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH J -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /16"HS) F.13116" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3/16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Oem, ae. Revel as box Pend Sy. F.IC 523105 awmuve: REVISE ANCHORS S ADD TABLES 75' HEIGHT OPTION Ltwm67 ONr. F.IC 12717102 Onav dar� 10707ECNNOLOGYCANE NOKOMIS. FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Pc GT Vi,ib/y Hater arertax PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Seefaftbeet I sv►, Si* Oeenara aer CA-740 NTS 6 m 13 7045 -8 L D 1(7z ,/e s Lucas A Turner, P.E. PE 01;8201 Mechare al COMPARATIVE ANALYSIS TABLE 6. `O" &'1/4- 112 -1/4 XOX` WINDOWS TEST REPORTS: FTL3582, FTL -3729, FTL4807, FTL-4808 WIDTHS 'O" .°XOX" GLAZING OPTIONS: A. 5/16" LAM! (1B "A,.090.1/8"HS) B. 5/16' LAMI (1/81-HS,.090,1/8"HS) C. 7116' LAMI (3M8"A..090.3/16`HS) E. 13/16" LAMI (1/"HS,318' SPACE .5 /16° LAMI -W/ 1B`HS,.090,1811S) F.13/16" LAMI (1/8"A, AIR SPACE,7 /16' LAMI -W/ 3/18°A,.090,3/18"HS) HEIGHT 26 31 36 38 318 43 48 60 6/8 54 57 60 63 87 72 78 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 36 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 .60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 POS NEG 47.9 44.8 NEG POS -422 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 CF -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37 74 -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 87.9 -59.0 59.0 -90.0 -52.8 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 -55.01 55.0 52.8 -49.9 48.4 -43.5 43.5 41.1 41.1 -38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 391/2 79 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 46.9 -43.6 43.6 -41.1 41.1 38.5 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90A 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -832 70.0 -55.01 55.0 42 84 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 -539 63.3 -58.4 58.4 -53.4 53.4 -50.0 50.0 -46.9 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -80.0 -90.0 70.0 -90.0 70.0 70.0 55.0 55.0 45 90 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.8 -59.3 59.3 -53.6 53.6 50.9 -44.7 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70A -90.0 70.0 -90.0 709 48 96 A -75.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -90.0 -55.1 70.0 -90.0 70.0 -81.8 70.0 -76.9 70.0 -692 692 -55.01 55.0 55.1 -51.4 51.4 48.6 45.3 42.5 -38.4 38.4 8,E -75.0 10.0 -75.0 70.0 75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -80.9 70.0 -75.0 -70.7 70.0 -55.01 55.0 -53.21 532 5012 101 A -75.0 70.0 -609 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 48.9 43.5 -41.3 41.3 -392 392 -37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -74.3 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -812 531 /8 106 3/8 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 -76.7 70.0 -70.3 70.0 -44.2 44.2 -422 42.2 -40.1 40.1 48.0 38.0 60.5 -55.0 55.0 -38.2 362 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -71.1 70.0 -63.0 63.0 -57.3 57.3 -49.4149.4 4621 48.2 54 108 A -75.0 70.0 -58.2 58.2 47.9 47.9 -44.5 44.5 -49.1 49.1 -45.3 45.3 43.4 41.9 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.9 70.0 -75.0 70.0 -70.1 65.4 -52.81 52.8 .48.41 48.4 5512 111 A -75.0 70.0 -57.1 57.1 -48.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 -422 42.2 -40.8 40.8 -37.2 372 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70.0 -88.4 68.4 57 114 A -75.0 70.0 -582 58.2 .44.8 44.8 -42.1 42.1 -48.2 462 -42.5 42.5 -412 41.2 -39.8 -60.1 60.1 -54.8 54.8 -43.61 436 -38.5 38.5 -34.8 34.8 BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 69.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -8t8 70.0 5812 117 A -742 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 41.3 -402 40.2 :81.8 -38.7 -58.7 58.7 -532 532 -49.4149.4 4521 45.2 37.6 46.1 36.1 -342 34.2 8.E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 70.0 C,F -90.0 60 120 A -72.9 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 -53.4 53.4 42.2 42.2 -39.7 39.7 -43.5 439 -40.4 , 69.0 40.4 -64.9 64.9 60.4 -392 39.2 -37.6 37.6 -57.3, -38.7 -51.6 51.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -73.3 70.0 -674 41.71 41.7 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 83.3 59.1 55.9 -50.0 50.0 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 4 1 2 0 PRODUCT RENEWED as complying with Oforlad19 &Ming Cade Ateeptesse No w..aer F.K ax 32593 BBB.: B A00 GLASS TYPE E TO TABLE B seeder F.K as 7/1093 w.ecu C NO CHANGE THIS SHEET emsae>. a% F.K 823 N°shba: 0 CHANGE ANCHORS AND ADD 76-117. OPTION msr alx axe F.K. 12/17/02 1070 TECILVOLOGY DRIVE NOKOMIS FL 34275 P.O. SOX 1S28 NOKOMIS. FL 34274 PIG" Visibb, Better Tar ALUMINUM CASEMENT WINDOW, IMPACT SaleArtco. ism*. Vase Lucas A. Turner, PE PE 058201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 °HS) "XO" "XOX" WIDTH HEIGHT 28 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS _WIDTH 37 5512 A -75.0 70.0 -75.0 -70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 ° 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -89.5 89.5 -87.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -87.7 87.7 - 64.9 64.9 - 82.7 62.7 - 80.4 60.4 60 90 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 88.4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 - 56.2 58.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.6 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 - 582 58.2 - 55.6 55.6 -52.8 52.6 - 49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 - 55.1 55.1 -51.9 51.9 - 48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -704 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 422 - 39.7 39.7 74 111 A -75.0 70.0 -75.0 70,0 -73.7 70.0 -67.9 87.9 -59.0 59.0 - 52.8 52.8 -49.9 49.9 - 46.4 46.4 - 43.5 43,5 -41.1 41.1 - 38.6 38.6 1 3 X 1 3 O 1 3 X X O 0 X TABLE 9. ')C0" or °OX° & "1/3- 1/3 -1/3 XOX WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8°HS,.090,1/8 °HS) E. 13/16° LAMI (118148,318" SPACE,5 /16° LAMI -W/ 1/8"HS,.090,1/8°HS) ALL "XO" OR 'OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3/16"HS) ALL "XO° OR "OX" SIZES UP TO 74" WIDE x 83" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63" HIGH 1-90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX` WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/1 6"A,.090,3/16"HS) F.13/16" LAMI (1/8°A,AIR SPACE,7118° LAMI -W/ 3116"A,.090,3/16"HS) ALL "XO" OR "OX° SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rawl EP, F.K Monoer F.K Thaw 3123/03 cam: 7/10/03 R■"Wb 8 Rw°b,f ADD G1ASS TYPE ETO TABLE 9 NO CHANGE THIS SHEET Render. FK con CHANGE ANCHORS ANOADD 78° HEIGHT OPTION aea..,er ne. cnad."er nmae. F.K 12/17192 1070 TECHNOLOGY DRIVE NOKOMI8. 71.34273 P.O. BOX 1529 50505 IS, R 34274 PGT Vulb[y Behar armpfm PRESSURES - XO, 0X 8 1/3- 1/3 -1/3 XOX WINDOWS Tee ALUMINUM CASEMENT WINDOW, IMPACT SMEAM010 I NTS Steer remaa2 8 " 13 7045 -8 Lucas 0. Turner, P.E. PE 058201 Mechanical COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX' & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4808 GLAZING OPTIONS: A. 5/18" LAMI (1/8•A,.090,118"HS) B. 5/16" LAMI (1 /8'HS..090,1/8"HS) C. 7/18• LAMI (3/16"A..090,3116"HS) E.13116' LAMI (1181HS,3/8" SPACE, 5 /18° LAMI- W/ 1/8"HS,.090,1/8"HS) F. 13/16" LAMI (1/8 "A,AIR SPACE .7 /18• LAMI -W/ 3/16"A,.090,3/16"HS) WIDTHS °XOX" VENT FIXED HEIGHT 28 38 38 3/8 43 48 50 5/8 54 57 60 63 67 76 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.284 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -84.9 64.9 -60.8 60.6 -58.1 -56.1 58.1 -53.3 53.3 -50.5 50.5 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 88.919 24 38.819 95.973 27 42.973 A -75.0 70.0 -90.0 -89.1 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 69.1 -63.4 63.4 -58.5 58.5 -60.4 50.4 -47.5 47.5 -44.1 44.1 -41.8 41.6 -392 392 -35.9 70.0 -55.01 55.0 -85.01 55.0 38.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55.01 55.0 A -75.0 70.0 -60.5 80.5 -57.2 57.2 -82.1 62.1 -55.2 55.2 -52.6 52.8 -49.1 49.1 48.2 -43.6 43.6 -41.1 41.1 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 70.0 -55.01 55.0 -55.01 55.0 108.849 30 48.849 A -75.0 70.0 -53.5 53.5 -50.4 50.4 -54.5 54.5 -50.7 50.7 -48.2 48.2 -44.9 44.9 -42.0 42.0 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 70.0 69.7 -68.3 68.3 63.1 45.01 ss.o -52.21 52.2 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 -48.8 48.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 42.7 -40.7 40.7 -38.6 -36.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -732 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.8 70.0 -73.2 70.0 122 33.887 54.627 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 -44.7 44.7 -42.8 418 -41.4 68.3 64.8 61.4 -58.8 58.8 41.4 -39.5 -37.5 37.5 -35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 CF -90.0 70.0 -90.0 70.0 -90.0 123.135 34 55.135 A -75.0 70.0 -48.8 48.8 -43.8 70.0 43.8 45.8 70.0 -74.0 70.0 -69.4 69.4 847 -81.0 61.0 -58.4 -55.7 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 39.3 -37.3 37.3 -35.5 35.5 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.8 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -88.8 88.8 60.5 -57.9 128.000 34.791 58.418 A -76.0 70.0 -45.5 45.5 -42.6 42.8 -48.7 48.7 -43.1 43.1 -41.6 41.6 -40.2 402 -38.7 38.7 .57.9 36.9 -55.2 55.2 41.51 51.5 -47.21472 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 130 35.896 58.209 C,F A B,E -90.0 70.0 -80.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 87.3 -62.5 62.5 -59.2 59.2 -53.8 53.8 -43.0143.0 -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.6 -40.4 40.4 -38.9 38.9 -37.7 37.7 -34.3 34.3 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -89.3 69.3 65.3 85.3 -57.6 57.6 -54.7 54.7 -51.9 51.9 -48.1148.1 -41.91 41.9 130.378 38 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 38.8 37.6 36.1 -34.3 34.3 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 70.0 70.0 70.0 -88.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -89.1 89.1 -85.1 85.1 134 37 80 A -72.9 70.0 -42.2 42.2 39.7 39.7 -43.5 43.5 -40.4 40.4 -392 39.2 -37.7 80.5 57.4 -54.8 54.6 -51.7 51.7 -43.8143.8 -41.8141.8 37.7 -38.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 87.3 -63.3 63.3 -55.9 55.9 -53.0 -50.0 50.0 X0* & "Ox" WINDOW VVIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. %LO' or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL 3580 GLAZING OPTION: D. 7H6" LAMI (311611S..090,31169iS) ALL "XOX" SIZES UP TO 134" WIDE x 63° HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL'XO" or "OX" SIZES UP TO 97" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH I _90.0 70.0 TABLE 12A. °X0" or "OX° & "XOX"' UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4807, FTL-4608 ALL "X0X" SIZES UP TO 134" WIDE x 76° HIGH WITH 37" MAX. VENT WIDTH AND 60' MAX. FIXED WIDTH AND ALL ")(0" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTAU-INQ WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. UNEQUAL UTES 0 UNEQUAL LITES UNEQUAL UTES Barite CeJ,.. Frodast 0.mA of FK oars 3128119 Flaveloae 8 ADD GLASS TYPE E TO TABLE 11 4..197 F.K 0"a: 7/10.83 FOrriskes NO CHANGE THIS SHEET Read ON FK 0°,s 521/05 a..aerac 0 CHANGE ANCHORS AND ADD 75" HEIONT OPTION 0..,131 tt.w4er Oars F.K 12/17/02 1770 TECHNOLOGY SRNS NOKOMIS. FL 34275 P.0. BOX 1929 NOKOMIS. FL 34274 Viab& Better _r_ PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT PE #513201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3). MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XX' FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. VENT 4-- DAYLIGHT OPENING �I (SEE SHT. 3) _ MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT v�+w" MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X RIODU .T REVISED INIMplybg MO es noes Rawl Br F.K Drat 326!03 ftrnteala B ADD 13116• I.G. GLAZING BEAD ITEM Reader Fx aa. 7/10/03 kaaltkorc SHOW TOP HINGE grad By. Oats km:4ms F.K 6/23105 D CHG SHT. NO. REF. AND ADD REM 89 Orr,."er. Oats 0.1.87 es* FK. 12/17/02 1070 TEIXWOLOGYDRNE NOKO80S. FL 34276 P.O. BOX 1520 NOKOMIS: FL 34274 OEt Vud'ly aeue. SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT CAia9 NTS sar, 10 a 13 7045 -8 67' 114r /o( MUM A. Turner, P.E. PE 808201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X° FRAME JAMB #12x1 PH-TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X° FRAME JAMB / "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 0 --I 1.376" .095" I CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 .434" 2.854° 062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MATE: 6063 -T6 DWG# 7003A L___ 2.784° OFIXED FRAME HEAD, SILL, JAMB MAT'L: 6083 -T6 DWG# 7005A .062" NOM. [ 2.784" - 2.919" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A oar F.K. 3/1503 Rerun": B NO CHANGE THIS SHEET Awed*, F.K. itendOr FJC Ey Dab: F.K 12/17/02 Dabs 7/10/13 Revisions 5123/05 D NO CHANGE THIS SHEET ADD 1701489 CbeatodEr Dam 1070 TECHNOLOGYOHNE NOHOMIS, FL 34275 F.O. BOX 1529 NOKOMIS FL 34274 Visibly Bette EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Sanwa* 4m" 8144• OpFVIb. CA-740 NTS 11 a 13 7045 -8 Lucas A.'i sme;, P.E. PE 058201 Mecha°kaf PARTS LIST ITEM DWG# PGT. # DESCRIPTION 1 7002A MAIN FRAME • HEAD, SILL & JAMBS 2 1155 78IPQA 08 X 1 QUAD PH SMS 3 7008 FRAME CORNER KEY 4 1/2 •Xl/t'X1/8" CLOSED -CELL FOAM TAPE 5 7003A 6 1155 78IPQA SASH -TOP, BOTTOM & SIDE RABS \#8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 410-24 X.562 PLL PN. TYPE F 12 7014 MULTI -LACK KEEPER (11H. & L.H.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X .375 PH. DI. TYPE B 21 7032 STUD BRACKET (LH. & R.H.) 22 7858ZA 08 X 5/8° FLT. PILL SNLS 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP-ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 710x12FP #10 X.500 PH.NIL. 30 5/16" LAMINATED (1/8A & VMS GLASS) .090INTERLAYER - SOLUTIA OR DUPONT PVB 31 5 /16" UNMATED (1BHS& 1BBSGIASS) .090 IN ERIAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090INTSRLAYER - SOLUI1A OR DUPONT PVB 33 7/161 LAMINATED (3/16HS & 3/16HS GLASS) .090INTERIAYER - SOLUTIA OR DUPONT PVB 40 7036 (RAZING BEAD (5/169 41 7042 GLAZING BEAD (7/16") 43 1224 611247 VINYL BULB WSTP [THICK) 44 SILICONE -DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 61631( SETTING BLACK 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K -SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSf W/B #8X .500 SQ. PN.TEKSMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 712X1PPT #12 X I° PH. PHIL TEL 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP-ON T- HAI4DLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7015 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 78IPQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" LG. GLASS (VMS, AIR SPACE, 5/I6 %.AML) 5/16" LAMT = (2) LITES OF 118"HS GLASS WHIT AN.090 INTERI AVER - SOLUTIA OR DUPONT PVB 13/16" LG GLASS (11115, AIR SPACE, 7116 "LAMI) 7/16" LAR- 3/16A & 3/161IS GLASS WITH AN.090 INTERIAYER • SOLUTIA OR DUPONT PVB 13/16° LG. GLASS (1/8"I13, AIR SPACE, 7 /16' AMI) 7/16" LAMI " 3/161-5 & 3/16115 GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" • 0 5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523° r- .050" Imo`; .865" ® 07/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" i 1.000" .423" 0 CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 [-•-• .172" .870" _II .050" F--- .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" H 1.124 "r— 1 .093" J 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 1 2.701 `:44311149'»t�yly�e tae 4r — l��''7!yp.Ti�RT Roma sy. FJ( aft 03 / B ADO 13116 -(O. GLASS MAINS BEAD F.K. nor 7/1003 RrIbtiaar NO CHANGE TORS SHEET ArmaF 0 ADD 02111V. TO /1E9144. SILICONE AND ADD /7EM3 87, 88 AND 88 LThmt Er Mir czesi a* bar. P 11 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.0.8041520 NO10508 1134274 PA GT Visibtj Better PARTS LIST & EXTRUSIONS Tao: ALUMINUM CASEMENT WINDOW, IMPACT smoaanr auor. any 0aab,m. aw. CA-740 NTS 12 a 13 I 7045 -8 1D (( /2 / /cif Lucas A.1 caner, P.E. PE 658201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r ASEE 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM NOTE 1 A SEE NOTE 4 6 i X11111 1 1/4" MIN. A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r- ® SEE NOTE 2 A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE A 1x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM —1 SEE NOTE 1 A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK 1 v4" MIN. FIXED UNIT FRAME TO CONCRETE 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 °. SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY. USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Km"ar Owe. Keritiwer FK 3/25/03 0 Smear. Ow« F.K 7/10/03 S.10K Owe FX 6,73105 nmo+ar. Owe F.K. 12117/02 NO CHANGE THIS SHEET C NO CHANGE THIS SHEET Reatriertc D REVISE NOTES AND REMOVE 3/16' TAPCONS S CIO SCREWS On 8$ Dwe 1070 T. NOECKN OL 0G90242 76 5 P.O. SOX 1520 601(04/13, FL 34274 VBib[% Bette. ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT a.rcewm., CA-740 NTS 113 w 13 Daft 7045 -8 Imo`( /4- Lucas A. Tamer, P.E. PE 458201 Mechanical MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 �s9�Pcrc f- J��1 //gY�if�c7�r.�ra l MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Eov/buildin$ code SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. •• • ••• • • • • • • • INSPECTION: A copy of this entire NOA•iail lje prgvidej to the user by the manufacturer or its distributors and shall be available for'fi'isp&dti'on rthejob %id al the request of the Building Official. This NOA revises NOA # 08- 1112.10 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. ... ... • ... • . • • The submitted documentation was revieved by p;rlo$ M „z Ut PE. • . • • • • . •• • • ... • • • • • . • . • • . • . •.•• • • . • . alto • • • • • •• • • NOA No 10-0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 08-1112.10" 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and Test Report No. FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P E C. CALCULATIONS 1. Anchor verification calculations, complying with FBC -2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.E. " Submitted under NOA # 08- 1112.10" 2. Anchor verification, comparative and structural analysis, dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Glazing complies w/ ASTME- 1300 - 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08-1112.10" 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer ", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to El. DuPont DeNemours for "DuPont Butacite PVB", expiring on 12/11/2010. n F. STATEMENTS "Submitted under NOA # 08- 1112.10" 1. Statement letter of cede arattptiatico No 2h gage from previous approval and "No financial interest ", dated 11:06 -'118 Lidnerd $in8sealed by Robert L. Clark, P. E. 2. Statement letter of Labbccimph'aaice, es apartier above referenced test reports. ••. ... • • • .• • • • • • • • • • • . •. • • • • • ••• • • • • • • • • • •• • ••• • • • • • . • • • • •• • • • • • ••• • • • • • • • • • • .. • ••• • • • • E -1• • • • • • ••• • • o29/3pl /e Carlos M. Utrera, P.E. Product Control Examiner NOA No 10-0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 NOTES: SERIES 701 ALUMINUM FIXED WINDOW I. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES. OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. 3. ANCHORAGE: THE 33 -1/35 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION. LOAD DURATION. CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. • '111 REQUIREMENT• NONE REQUIRED 5. MATERIALS USED�F ANC R EVALUATIONS WERE SOUTHERN pIIIIF��C�O CONCRETE UNITS AND CONCRETE WITH TI{PI Sf ER ANCI- R TYPE, SEE SHEET 7. • 6. REFERENCES: TEGT.IiEOORbbS, FTL -3835 & FTL -3850, NOA: 07- 0425.01 (ULTRACON ), 03- 0225.05 (CRETE- FLEX). II DESIGN ��'•OOD CONSTRUCTION, ADM -2005 7. THIS PRODUCT DESIGNED & TESTED TO COMPLY eEQUIREMERTS'OF jHE FLORIDA BUILDING CODE, ITION IALC+LielQ, SHE HIGH VELOCITY HURRICANE ZONE (HVHZ). • 8. SHIMS ARE REQUIRE. AT EACH ANCHOR LOCATION WHERE ITHE ILRLEESDUCT IS Ner W ISNTO THE SUBSTRATE USE SHIMS eF YI !RS, MUSTTRBE !UFFITMGTERITj.YW CHORED TO W RED SIST LOADSY M�QS 8 4 46.11j04 JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. CVRR Reed Br J.R. Reed 6r F.K. Reed Er arena eeJ FX -eel WIDTH F.- WIDTH 8° MAX. 44 -1/4° VISIBLE UGHT HH00 7 . III A L 1Z -7/8' MAX. 1 48' FLANGE MAX. TO FLANGE F�- 1 r i 92 -1 /4 VISIBLE LIGHT 96' FLANGE TO FLANGE TYP. FLANGED FRAME ELEVATION (TESTED UNIT) 2" MAX 98 /4" FIN TO FIN 5' MAX. O.C. 45 -1/4° VISIBLE LIGHT 5° MAX. O.C. D 93- /4" VISIBLE LIGHT 96" 2" MAX. 48^ 50 1/4 FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) NOA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 ELEVATIONS. FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, MISC 5 ANCHORAGE 6,7 EXTRUSION PROFILES B PARTS UST 8 OTHER SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. Imo- WIDTH -�11 �- WIDTH WIDTH - 1 F= T I--- WIDTH ---1� ►- WIDTH --I 1 1F WIDTH --I WIDTH -4.-1 I� WIDTH -1 I+ WIDTH - 1 T'- lip —I Dna Peened 6 1 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 ALUMINUM PICTURE WINDOW, IMPACT FiW;Di I NTS I 1 8 l °-'° a % fk ' !1SE : - : tq \(o Z1 •._O/C� bfP "( ` ttttssIO%%%%%%% A. Lynn MIIIer, P.E P.E.# 58705 Fln and Flanged Windows M hum Dobkin Pressure (41 7/16Ian: 3/16A-.091) PV6- 3)10!6 7/1f41edKit3/ 1845.7/1885- 3/1BA -.0 V9.3/1045 A' a "0' Dimension @1) 24 30 38 42 48 54 60 87.875 8 °D •••••• • 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 ` 64.0 67.878 80.0 80.0 80.0 80.0 80.0 71.1 84.0 82.1 72 80.0 80.0 80.0 80.0 79.3 71.1 84.0 71.1 78.8 80.0 80.0 80.0 80.0 75.0 70.0 84.0 80.0 84 80.0 80.0 80.0 74.3 88.3 83.8 80.0 80.0 85.3 80.0 80.0 80.0 73.5 67.4 82.5 80.0 80.0 98 80.0 80.0 77.2 54.7 58.2 80.0 60.0 80.0 109.7 80.0 80.0 72.3 58.3 80.0 80.0 80.0 120 80.0 80.0 70.4 80.0 80.0 80.0 128 • 145 • 80.0 80.0 • 80.0 70.0 80.0 80.0 80.0 -.E 0.8 • 145 80.0 80.0 Pm Fhilged Windows ••••• end • fillsitnum Dedpign Pre430144Psn 7/161an: 3/186- .090PVB -3/186 7/16IaN10.3/186- 7fBNR- 3/1616 - 4190PV9.3n616 - • A or '8" b{mei Ion (In) • 24 • 38 42 48 84 60 87.875 • ••• • a. •Ite 80.0 ' •61.0 • • 80.0 80.0 80.0 80.0 60.0 80.0 48 1 80.0 • • •6110 • • 80.0 80.0 80.0 .0 80.0 80.0 80 .0 60 • 80.0 •81.0 • 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 • •811.0 • • • 80.0 80.0 80.0 71.1 84.0 021 Me • 80.0 • •98,0 • • 80.0 80.0 80.0 71.1 84.0 45. b m •786 80.0 80.0 • 80.0 80.0 80.0 71.1 84.0 • Vs 80.0 • 440.0 t • 80.0 80.0 80.0 71.1 .969 • 80.0 80.0 80.0 80.0 80.0 71.1 so 80.0 80.0 80.0 60.0 80.0 109.7 1_ 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 80.0 145 80.0 80.0 NOTES; 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE WINDOW AREA EXCEED 32Fr'. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. .3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS %1' AND 'B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). 1/10• LAM GLASS NORMAL 3 /113• ANNEALED OR HEAT S11iiAGfYBAFD GLASS �I 3 18' HEAP •As O �I 11/18- S NON. • 1� MASS NO gkR 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) .090' DUPONT BUTACRE OR SAFLa NF.EPSAFE KAXIYIAI PVB DRERIAYER 7/10• LAID GLASS NOWNAL �w .090* DUPONT evocan OR 3/18. ANNUM OR HFAT STRENGTHENED GLASS FYEISAWCROGRIAKEEPSAMTER 1"'" 7/18' AIR SPACE snamimiED/18" HEAT rams I -1/10• LAW GLASS NORM. 3/1' 83 5 HEAT 345856045900 8 ,aGR 1 -1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) I1I 11/18• NOM. I, LASS BRE 0 0 "A" & 'B' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. •A• DIM. L �+- 'B' DIM. -� D'IMA° .� '8' DIM. 1 Remo * oatq J.R. J /31/10 keel er Odc F.K. 4/4/07 'Rend fig& VATIEjorfoRMERREntikTION TO INCLUDE 8 NO CHANGE THIS SHEET Revisions. Onion By Balm 7714100 1070 TECHNOLOGY ORNE N. VENICE. FL 34275 P.O. BOX 1529 NONOMIS, FL 34274 GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT PW•767 I NIS 2 d 8 I •°�° 43894 �Q31111 mill �`N.( LYNN Mji �''ii `r3 ,aENii....F4> '. * . No. 58705 ''AI .... ONA4IL,, A. Lynn Mner.. P.E. P.E.6 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING .131" (1/8") X 2 -1/2' NAIL, WITHIN 2° OF CORNERS AND 5" O.C. • a, • MAx. Max • VISIBLE • UGHT • • • • OPENING .375" MIN. FEDGE DISTANCE • • • •••• • • • • • • • • •• • • •••• • • •••• Mani SEE ANCHOR GUIDELINES, SHEET 6 1 3/8.1010. EMBEDMENT T 2X WOOD BUCK OR FRAMING .131" (1/8 ") X 2 -1/2" NAIL, .375° MIN. WITHIN 1" OF EDGE DISTANCE CORNERS AND 5" 0.C. 1/4" MAX. SHIM SHEET 6 t2X WOOD BUCK OR FRAMING VERTICAL SECTION D —D 1/4" MAX. SHIM INTERIOR 1/4' MAX. SHIM 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, H 6 ® o 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. C>.® 80.® MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C —C EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1 -3/8" MIN. EMBEDMENT Dem 3/31/101 C IINFURIA O NNEFOR•iARRGEaafQxDO A'rroN TO INCLUDE • Revisions: • DAht 7/14/09 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT Malek ROM I NTS 19 a 8 I°° 42.4 a 1t•l9eWe AceoM.+tar ,1t % In11 A�,7 ,1111NN $.0..)...;p61436 Z so. 905 a..97 Z IR, ''/ `SSI A * 0 7j r ON 1�� A. Urfr(IIICIW P.E. P.E# 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE. SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1/4" MAX. SHIM • • MA) WIN�Oo �V • • •liFIGW • MAX. e I • VISIBLE • I LIGHT OPENING ••• • ••• ••• • • • • • • : SEE CHOR GUIDELINES, •••SHEET 6 • INTERIOR SEE ANCHOR GUIDFJJNES, SHEET 6 •••• 1/4° MAX. SHIM 2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B SEE ANCHOR GUIDELINES. SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X W000 BUCK 1/4° MAX. SHIM SEE ANCHOR GUIDELINES, --.- SHEET 7 1 /4° MAX. SHIM SEE ANCHOR GUIDELINES. SH 6 O 90° CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. HORIZONTAL SECTION A —A IDRERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2% WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 J.R. .2 1 10 Caa ne AfPLA N£FORWI ERErN TTON TO INCLUDE F,K 7J14 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1628 NOKOMIS, Fl. 34274 INSTALLATIOA4 FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT PW P1 I NTS 14 .t 8 I "48594 11100UCTREVISED Bye«1l8rPlerilL ieCale Brute• 4,44 1,7," r(f ,`111111 I Uf,, •k Np.58TD5 4,SIO1idAV;,,• A. Lynn Miller, P.E. P.E.$ 58705 MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 6 MOM 1 3/8" MIN. EMBEDMENT 1/4" MAX. SHIM t2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE • • • • •• • • • • • • • • SELF= DRIWNG • i •(G5) •4S6 6iME ANCHOR OUANTTTY•8c S I0113, 9.s2� RSTELZ (SE ET 6) • •• • • • ••• • 1je° NOM. MIN. #12 STEEL • SEL — DRIWNG SMS (05) FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 7 FIN FRAME WITH FIN REMOVED 1X WOOD BUCK 1/4" MAX. ISHIM SEE ANCHOR% GUIDEUNES, SHEET 7 r••, DAD E�IEP 'D MULLION (SEE— NOA) ALUMINUM. 083 —T6 MIN. .l25e M 1. WAIL THICKNESS •••• • • ••••••FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR • GUIDEUNES, '• SHEET 7 T LMIN. CONCRETE KSI LMIN. CONCRETE KSI PER ANCHOR TYPE, I PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME _(OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP 1/4" MAX. SHIM 1 -3/8' MIN. EMBEDMENT EXCLUDING POINT #12 STEEL SEL — DRIWNG SMS (05) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS E RIB #12 STEEL SCREW (SHEET 6) 1/8° NOM. MIN. METAL FRAMING A36 STEEL: Fy =36 KSI MIN. .125" MIN. WALL THICKNESS FLANGE FRAME _OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4" MAX. SHIM 2X WOOD BACKER MEER FULL—LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) #12 Simi SELF— DRIWNG SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME ,(OTHER FRAMES SIM.) STEEL STUD /WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE OMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTI.ONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 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 NOA APPLIES TO WHOLE SYSTEM. SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDEUNES, SHEET 7 MIN. CONCRETE KS1 PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1/4° MAX. SHIM STEEL STUD Fy =33 KSI MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE J.R. 331/10 A C OJFORMA7l0N roFORWLA GER EWIND WS NON TO INCLUDE Reed C7 Dols Re`yimeo Read Y Doti Redetmer Drum FJC 7f74F3 Checked 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT d«r/wau: P1K70% I NTS 8 a 8 4259-4 mooucritsvem zugzbalwahilialara Assi eeesw ' raw, Nj owl IIIII,,, i 41. ND A. Lynn Miller, P.E. P.E.# 58705 Head, 3111 and Jamb Anchor Quantities into Wood or Metal (Anchor Types 1 -4) Anchor Description Anchor Type - 'A' or "B° Dimension (In) 24 30 38 42 48 54 60 67.878 Anchor Location' 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 _ 36 -Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Head/SW 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 6 5 5 5 6 6 6 5 6 6 8 6 7 8 7 6 Jamb 4 4 6 4 5 4 5 4 5 5 5 6 5 5 6 IS 5 8 8 8 6 5 6 5 5 5 8 5 6 6 6 8 Head/SlII 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 8 5 8 5 6 8 7 8 8 8 7 8 7 7 8 7 Jamb 5 8 6 5 8 5 6 8 6 8 8 6 8 6 7 8 6 6 7 8 7 6 7 6 7 6 7 6 7 8 7 6 Heed/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 8 7 8 7 8 7 6 8 7 8 7 87.878 Jamb 8 6 7 6 7 8 7 6 7 8 7 8 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Heed/S01 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4 6 8 8 6 8 8 7 8 7 8 7 6 8 7 8 7 72 • Jamb 8 8 8 8 7 8 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 HeadiSill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 8 6 8 8 6 8 7 8 7 8 7 8 rte••• 1 b l• •4••96 •••� • • • • •••• •a 78 Ja9tb •Z 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 Hea!/SSR • 2 •2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 8 6 7 8 7 8 7 8 • •_t1 W Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Heel/Sill, 2 ;2 '7 2 9 2 7 3 8 3 7 3 9 3 7 4 8 3 8 4 9 3 8 8 8 4 8 8 9 4 8 5 8 5 8 6 10 5 8 8 9 6 8 7 10 6 8 853 •• Jett/ • • 'P Headi8 P •2 2 2 3 3 3 3 4 3 4 3 8 4 6 4 5 5 6 5 6 8 7 6 • JaM•sif•8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 HeadIJl 1, % 2 2 2 3 3 3 3 4 3 4 3 8 4 5 4 8 5 8 8 • Ja8i ••%•9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 6 4 8 4 • Width and Height dimensions maybe reversed to locate anchor quantities on the table. If so, the Head /SIII and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/S01 • • Jambi 10 10 13 10 11 10 13 10 11 11 13 11 2 2 2 3 3 3 3 4 3 4 3 • 128 • Jatb • •1? • 11 13 11 12 11 13 11 12 12 13 11 HHead/9111 2 42 2 2 3 3 3 3 4 3 4 3 •f45 Jamb 12 12 15 12 13 12 15 12 HeadfS8 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND L!E TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. Anchor TYP• Anchor Description Substrate Min. Edge p e oel Min. Embed- ment 012. Steel screw (G5) S. Pine 0.884" 1.375' 1 012. Steel screw (05) MI. Stud. Gr 33 0.324' .04811801 012. Steel screw (G5) Alum. 6083 -18 0.324" 0.125° 012 Steel straw (GS) A38 Steel 0.324' 0.125' 014, Steel screw (15) S. Pine 0.884' 1.375' 2 014. Steel screw (G5) Stl. Stud. Gr 33 0.38. .381' : 048'/180a 014. Steel screw (G5) Alum. 8083-113 0.125' 014, Steel screw (05) A38 Steel 0.381" 0.125' 3 1/4° Steel UOr con S. Pine 1° 1.375' 1/4' 410 SS CreteFlex S. Pine 1° 1.375' 4 5115' Steel Ultraran S. Pine 1.28' 1.375' "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. T r-- "B" DIM. -►I T 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS 'A" AND "B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DR1•LNENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. 1".' DIM. „DIM. Reuse Bar. J.R. Rama etc F.K. Re.,d Or Dole J/3l/10 04/4/07 Reararene ReiNanc COA4PtE7fOREDRAW AND XE'Olt�TION 10 INCLUDE NEW SHEET Drawl By FAG rH498 Cheated 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. SOX 1529 NOXOMI3. FL 34274 ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT SpoiasiVeded vwaol I NTS 16 m 8 41584 •••••11 •0• 6•The8• IhiMbechal Walk ,11 4, t4, 68105 isOf FSS►ONA� A. Lynn P.E.$ 58705 • • • • • • • •••• • • •••• • • • • • •• • • • ••• • •••• • • •••• Head, Silt and Jamb Anchor Quantities Into Masonry (Anchor Types 5-7) Anchor Description Anchor Type A" or "B" Dknenebn (in) 24 30 38 42 48 64 60 87.875 Anchor Location' 5 6 7 5 6 7 5 8 7 6 8 7 5 8 7 5 6 7 6 6 7 8 6 7 _ g a b l• 38 Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 HeadlSSI 2 2 2 3 3 3 4 4 3 5 5 4 5 5 4 8 8 5 8 6 5 7 7 6 Jamb 6 4 4 8 6 4 5 5 4 6 5 5 8 5 5 6 6 5 6 5 5 8 5 5 Heact1851 2 2 2 3 3 3 4 4 3 8 5 4 6 5 6 7 6 8 7 8 8 8 7 7 Jamb 8 5 5 8 6 5 6 8 6 7 8 8 7 6 8 7 6 6 7 8 6 7 6 6 Head/Bill 2 2 2 3 3 3 4 4 3 6 8 4 8 6 8 7 8 6 7 6 6 8 7 7 Jamb 7 8 6 7 6 6 7 7 8 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 6 5 4 8 5 5 7 8 8 7 8 6 8 8 7 Jamb 8 8 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 HeadtSID 2 2 2 3 3 3 4 4 3 5 8 4 8 6 6 7 6 6 7 8 6 7.8 •'hlee Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 lSUI 2 2 2 3 3 3 4 4 3 5 5 4 8 8 6 7 8 8 7 8 6 aa • • H8 JMr(1b 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 I1SIII 2 2 2 3 3 3 4 4 3 8 8 4 8 5 5 7 5 8 • r•••Isnb 86.3 •• 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 F USM 2 2 2 3 3 3 4 4 3 6 8 4 8 8 5 7 8 • __ •dirrtb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 11d781I1 2 2 2 3 3 3 4 4 3 8 5 4 8 5 5 10e.5 a Jamb 12 9 9 12 10 0 12 10 9 12 10 10 •HeacV8111 2 2 2 3 3 3 4 4 3 5 5 4 • 6.1_. 1�0 • n •J�1b 13 10 10 13 11 10 13 11 10 Width and Height dimensions may be reversed to locate anchor so, the quantities table. M ad /Sill and Jamb rows must also Head/Sill be reversed so that the longer dimension gets the most anchors. 441111/S5I 2 2 2 3 3 3 4 4 3 1 • • •lamb 13 11 11 13 12 11 13 12 11 He IISI6 2 2 2 3 3 3 4 4 3 145 Jemb 18 12 12 18 13 12 HeaNBa 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145° gm HAVE AN AREA OF MORE THAN 32FT'. 2. FOR SIZES NOT SHOWN, ROUND JR TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A° AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. DIM. L Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed - merit 6 1/4° Steel Uttmcon Hollow Bbd( r 1.25° 1/4° Steel Ulbanon 2.7k Concrete 1° 1.375' 6 1/4' 410 SS CreteFlex Hollow Bock 1" 1.25" 1/4. 41013S CreteFlex 3.35k Concrete 1' 1° 7 5116' Steel Macon Hollow Block 1.883' 1.2s 5/16' Steel Ullman 3.51c Concrete 125' 1' 'A" & 18" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "B" DIM. °B° DIM. Rend B, Herod bY: J.R. FJG Ravel My. ,31/10 !4/07 Row erw C Rewbbnz Rerhime cOMP_LETE REartiVidRAFE4`504440NR770N TO INCLUDE NEW SHEET Bran By FJ1: H486 Checked 6inabz 1070 TECHNOLOGY NNE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE, MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT J' &8 l'**44 4 stos SIpe�. A. Lynn Miller, P.E. P.E.# 58705 2.784' INTEGRAL FIN FRAME • • • • D ) NO � 4256A • • • • • • •••• • • ••• • • • • :75 •• •• • • •••• • .094' • • •• 5V7�••••062" • • • ••• • 1 • •• • • ••. I • • • • 2.784" •••• FLANGED FRAME MAT'L: 6063 —T5 DWG NO. 4253 .970° .975" .050 ° 7/16" LAMI GLASS BEAD ; MAT'L: 6063 —T5 DWG NO. 4255 .346 " — .1 .975" .050 " 1-1/16" LAMI I.G. GLASS BEAD 11 MAT'L: 6063 -15 DWG NO. 4254 h.974" �{ .047" INSTALL. FASTENER COVER 13 MAT'L: 6063 —T5 DWG NO. 4224 ITEM DWG A PART 8 DESCRIPTION 1 4256A 64256 Integral in frame head, sip & jamb 2 4253 64253 Flanged Name head, sill & Jamb 7 1155 781PQX IQ8 x 1 Quad PH WS stainless steel 8 Schnee- Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/16 lams glass bead 11 4254 64254 1 -1/16 lama LG. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener carer 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7118" laml glass: 3/16" annealed - .090 DuPont Butacite or Satlex KeepSafe Maximum PVB interiayer - 3/16" heat strengthened 16 11118" iami I.G. glass; 3/16" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Sefex KeepSafe Maximum PVB irdalayer - 3/16" heat strengthened 20 4262 842622 Architectural comer key 21 7/16" lams glass 3/16" heat strengthened - .090 DuPont Butacite or Saffex KeepSafe Maximum PVB hderlayer - 3/18 heat strengthened 22 1 -1/16" lam' 1.0. gleam 3/18 heat strengthened outboard - 7/18 airspace - 3/18 heat strengthened - .090 DuPont Butacite or Saliex KeepSafe Maximum PVB interlayer - 3/18 heat strengthened J.R. er 7231/10 C MIFOraLETIONEDPORW, RO REOWRNG4 1s116N TO INCLUDE HR Rentdame 1070 TECHNOLOGY OWE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Dole Wee wield": Checked EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW. IMPACT sr+ryrmat sac &wn Drt,ee4 ways ICI 8 "8 K . tiCCUMIUMED N. 6 , it /L/G., . 8,44ry, `7111Iurrtro sot 58 W, Z: rrESSIONs:`'� A. Lynn Miller, P.E. P.E.iQ 58705 Florida Building Code Online Oproq pLPARTME NT or ommun Community Affairs 1 COMMUNITY PLANNING 1 HOUSING & CCFMNit.l fI'Y., DEVELOPMENT EMERGENCY' ' MANAGEMENT_ OFFICE OF THE SECRETARY Page 1 of' CsF2fi.rAs CCainir, BCIS Home Log In 1 User Registration i Hot Topics ! Submit Surcharge I Stets & Facts I Publications FBC Staff I BCIS Site Map 1 Links I Search I Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # • Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL242 -R9 Revision 2007 Approved PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark @pgtindustries.com Robert Clark bclark @pgtindustries.com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480 -1600 Ext 21106 bclark @pgtindustries.com Windows Horizontal Slider Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 TAS 202 19 Tx 717/1 .l•. T T T T • S % T r, •. T -, n7.1• • . Year 1994 1994 • Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 05/08/2009 05/09/2009 05/15/2009 06/09/2009 03/03/2010 Page 2 of, Summary of Products FL # Model, Number or Name Description 242.1 HR -201 (Heavy Duty Meeting Rail) Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0214.16 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL242 R9 C CAC 201 - HDMR -07- 0214- 16.pdf FL242 R9 C CAC Letter HR -201 HDMR.pdf Quality Assurance Contract Expiration Date 06/27/2012 Installation Instructions FL242 R9 II 201 - HDMR -07- 0214- 16.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.2 HR -201 (Standard Meeting Rail) Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0214.17 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate • • • • Quality Installation Instructions • • Verified = y: Miami-Dade BCCO Created by Independent Third Party: Evaluation Reports Created 242.3 HR -610 (Non- Impact) (J WinGuard Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0815.08 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL242 R9 C CAC 610 -07- 0815- 08.pdf FL242 R9 C CAC Letter HR- 610.pdf Quality Assurance Contract Expiration Date 07/27/2011 Installation Instructions FL242 R9 II 610 -07- 0815- 08.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.4 HR -710 (Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0815.09 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL242 R9 C CAC 710 -07- 0815- 09.pdf FL242 R9 C CAC Letter HR- 710.pdf Quality Assurance Contract Expiration Date 12/21/2011 Installation Instructions FL242 R9 II 710 -07- 0815- 09.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.5 1[HR -810 (Large Missile Impact) Multi -Story Aluminum Horizontal Roller Window Florida Building Code Online Page 3 of Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #08- 0408.03 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL242 R9 C CAC 810 LM 08- 0408- 03.PDF FL242 R9 C CAC Letter HR -810 LM.pdf Quality Assurance Contract Expiration Date 01/02/2013 Installation Instructions FL242 R9 II 810 LM 08- 0408- 03.PDF Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.6 QHR -810 (Non - Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0829.09 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL242 R9 C CAC 810- NI -07- 0829- 09.PDF FL242 R9 C CAC Letter HR -810 Nl.pdf Quality Assurance Contract Expiration Date 01/02/2013 Installation Instructions FL242 R9 II 810- NI -07- 0829- 09.PDF Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.7 HR -810 (Small Missile Impact) Mufti-Story Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0829.08 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL242 R9 C CAC 810- SM -07- 0829- 08.PDF FL242 R9 C CAC Letter HR -810 SM.pdf Quality Assurance Contract Expiration Date 01/02/2013 Installation Instructions FL242 R9 II 810- SM -07- 0829- 08.PDF Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.8 QSGD -2500 Window Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #08- 0213.04 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL242 R9 C CAC 08021304.pdf FL242 R9 C CAC SGD2500WindowLetter.pdf Quality Assurance Contract Expiration Date 05/22/2013 Installation Instructions FL242 R9 II 08021304.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement 1 Coovright Statement 1 Accessibility Statement 1 Plug -in Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: Kl rV/1__sT1 .-__T T __ r• 1-1 _ T r/ AT1T1 •1 !T . A IF inn PGT® Visibly Better". 1070 Technology Drive Nokomis, FL 34275 July 8, 2008 Reference: HR -710 LM NOA 07- 0815.09 Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 To Whom It May Concem: The above - referenced Miami -Dade County Notice of Acceptance meets the requirements of the Florida Building Code 2007 edition, section 1714.5.2.1 (TAS 202 protocol) and sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols Large Missile). Robert L. Clark, P.E. P.E. #39712 PGT Code Compliance MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: Impact - HR MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buiJdinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product . or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITrED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS'202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) E -1 Manuel Per ALL Product Control a.: 7 NOA No 07 -0 09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control Exa NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH A.000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5f16" LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16' LAMI CONSISTING OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/18' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16' LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI 10: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16' LAMI IG: (1) LITE OF 1/8" OR 3/18' ANNEALED (MIN.) GLASS. 3/16° OR 1/4' AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/18° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16° LAM110: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16" LAMI 10: (1) UTE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: O�X XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA 04-0721.01, 03-0225.05 ANSVAFARA NOS-2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CuRI;jEN; QJTjPPN4(JQ('./41p)NG THE HIGH VELOCITY A. HURRICANE ZONE (HVHZ). 1 1 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL_ 5 ANCHORAGE 8-11 PRODUCT REVISED an =plying s 5b tho Florida Coilclm8 Code Acter+enes No 0 Evpirztion Thee By REWIND* F.K 4/1507 Re* Ions C ADO FTL -5330 TO NOTES 76 CHG. NOTES TO CURRENT EDIT. newer Rftsd F.K F.K Orma sx F.K. Due 10/17/00 am. 5/13/00 22126/06 Ne°teleme H A C144NOE TOASTME 130602 ADD AIR SPACEOIM. NOTE 1, TECH. REF. NOTE 78 NOTES. aedte lex J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, 71. 34175 P.O. Pox 1828 NOKOMIS, F1. 34274 PGT Vaib/y Better GENERAL IVY& S"'' "` tmic ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 I NTS 1 m 11 Deere.. 4127 - -10 1/2' NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5/16" LAMINATED GLASS aEXTERIOR INTERIOR [a (ALL SECTIONS) 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16° LAMINATED GLASS 1/2° NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/16° OR 318° AIR SPACE 1/8° OR 3/16° ANNEALED (MIN.) GLASS 13/16" NOM. 13/16° LAMI IG GLASS W/ 5/16° LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS f .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS ► 7116° LAMINATED 3/16° OR 1/4° AIR SPACE 1/8' or 3/16° ANNEALED (MIN.) GLASS 13/16' NOM. 13/16° LAMI IG GLASS W/ 7/16° LAMI PRODUCT REVISED 52 Complying with the Florida Bolding Codc Accepta!re No O Expiration Dot° BY WAIF R.,mar FX tme 4118/07 Rem NO CHANGE 77418 SHEET Raman FJC 10/17/08 5 NO CHANGE 71415 SHEET Renner F.K. 5/13/08 Itoisbnx A ADD AIR SPACE DIM. 70 LAM110 DETAILS Rowe F.K. Oske tren°nar J.J. 321/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMSS. FL 34274 d 1 r Desotabs GLAZING DETAILS t� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better 9x2sebde l FuII 2 d 11 4127 -10 Row C // rf //V M L. Clark P.E. PE 539712 SWnhual TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +80.0 -60.0 _ +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C, I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 887/16" AB'C' G,H,I +60.0 -60.0 TO 86 7116" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 518" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 , -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MO.: -' 11VLSED a. hn1:1; n: _ with the Florida 81.31dtng c:u3e 4 Acceptance 66" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 - -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +85.2 -65.2 74" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -66.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 l Dy , i / GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL-4859 (OX& AO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI I3-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8"A) H. 13/16" LAMI I0-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) 1 13/16" LAMI I3-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,1 /8"HS) J. 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16 "A) K. 13/16" LAMI I3-1/8" OR 3/18 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/18"A, .090, 3/16"HS) L. 13/16" LAMI IG -1/8" OR 3/18 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"}1S) �p Robert L. Clark, P.E. PE 539712 Structural iLrsdBr F.K. Oats 4/15107 Rsolsas C ADD INTEGRAL FIN OPTION UPDATEASTME 130602 DPe �� t DESIGN PRESSURES Road* ( F.K m" 10117/08 8 REVISE DP TABLES TO AS7M E 1300-02 107NOKOMIOL134275 E NORMS, 8.34225 P.O. BOX 1828 NOK0Ml8. 834274 *m ALUM. HORIZONTAL ROLLER WINDOW, IMPACT > F.K. Ws 6113A7B ""�°^� A ADD AIR SPACEO/MENS/ON GLASS TYPES 0 THRU L. Otter turc Z AT' ?2WIM cn.eraet: J.J. 323/oe I VAIL* Better 118710 sm NTS sa,a 3 ,r 11 mancaa 4127 -10 tor. C 27 318' MAX DLO VENT 54 5/18' MAX DLO FIXED -.-- DLO VENT DL Fl LI 110° MAX WIDTH IF. FRAME yI Q 111' MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) • DETAIL A -OX OR X0 GE NE G. 27 3/8" 27 3/8' MAX. DLO MAX. DLO VENT FIXED 1 0 1 D lip 85 7/16' MAX WIDTH I.F. FRAME 8 7/16' MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) .... ^'. K'7 REMISED ....; ,::., with Ilia Florida -GCe ::.nm No 07`O = S. 09 rraron Data 'LJ te1/ COMM 41 Rosins F.K t>.r 4/15/07 Re.wo.r ADD INTEGRAL FIN FRAME MAK DIMENSIONSANO CORNER CONSTRUCTIONDETAIL FROMSHT. 6. a.4.ear FX Oats 10/17/06 Reviews NO CHANGE THIS SHEET Rem err FJC 311326 Revisions A NO CHANGE THIS SHEET FX X8/06 Ce noel J.J. 9/23/06 I 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34270 P.O. BOX 1820 NOKOMIS. FL 34274 Etc" VLsib/y Better ELEVATIONS ter ALUM. HORIZONTAL ROLLER WINDOW, IMPACT &dn.. 18r. HR7I0 NTS emcee mn.era mr 4 0. 11 4127 -10 I C //A °bad L. Clerk, P.E. PE 538712 W Seturat DLO FDO=•D -.-- DLO VENT _ A MA DLO VENTS ALL 62' I.F. FRAME ALL CONFIG. / f FLAN FLAN FRAI AL cowl MAX A A AX. )(ED 3 S TES / / O / / I X — _ C I 73' MAX WIDTH I.F. FRAME -+{ Q 74' MAX. WIDTH FLANGE FRAME DETAIL A -OX OR X0 GE NE G. 27 3/8" 27 3/8' MAX. DLO MAX. DLO VENT FIXED 1 0 1 D lip 85 7/16' MAX WIDTH I.F. FRAME 8 7/16' MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) .... ^'. K'7 REMISED ....; ,::., with Ilia Florida -GCe ::.nm No 07`O = S. 09 rraron Data 'LJ te1/ COMM 41 Rosins F.K t>.r 4/15/07 Re.wo.r ADD INTEGRAL FIN FRAME MAK DIMENSIONSANO CORNER CONSTRUCTIONDETAIL FROMSHT. 6. a.4.ear FX Oats 10/17/06 Reviews NO CHANGE THIS SHEET Rem err FJC 311326 Revisions A NO CHANGE THIS SHEET FX X8/06 Ce noel J.J. 9/23/06 I 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34270 P.O. BOX 1820 NOKOMIS. FL 34274 Etc" VLsib/y Better ELEVATIONS ter ALUM. HORIZONTAL ROLLER WINDOW, IMPACT &dn.. 18r. HR7I0 NTS emcee mn.era mr 4 0. 11 4127 -10 I C //A °bad L. Clerk, P.E. PE 538712 W Seturat INTERIOR EXTERIOR EXTERIOR 1 -- MAX. FIXED DLO -4 MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGEQFRAME) MAX. HEIGHT FLANGE FRAME Q INTERIOR MAX. VENT DLO If MAX FIXED DLO ---4 MAX. VENT DLO MAX WIDTH (IF. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL. FIIFRAME) EXTERIOR INTERIOR SECTION C-C Q (VERTICAL SECTION, FLANGE FRAME) Q SILL (VERTICAL SECTION, I.F. FRAME)) HEAD (VERTICAL SECTION, I.F. FRAME)) faraday: FK base 4/15477 RerC ADD INTEGRAL FIN FR4ME !TENS 41, 42 AND 43 AND WENS. F.K Das 10H7/OB aeRsmx NO CHANGE THIS SHEET Rend er. F.K Dormer FK bats Orbs 2/28/OB liotstons A Cls ateder JJ. NO CHANGE THIS SHEET 3/23105 1070 TECHNOLOGYDRNE NOKOMIS. FL 34278 P.O. SOK 1829 NOKOMIS. F1.34274 Visibly Batter SECT7ONS ros ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SebSeee S� sw� HR7IO Half 5 m 11 GWOy/b. 4127 -10 nr PRODUCT REVISED as ccrmhing with the Florida Gc:i ?;: ,; Coda Au:Tamer No urmion Data i O By /7/ //) fr Robert L. Clads P.E. PE 133712 Structural 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 awed FJC A4.1 * FJC DWCY1 4102 4025 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 225-1 226 4128 4006 1235 1096 1016 4126 1683 7070 4139 4140 4141 1224 1225 4039 4044 4222 985 4067 GLASS 8 FJC bow's*• FJC DESCRIPTION FIANCE FRAME HEAD SASH STOP (STD.) (ANTI LIFT CLIP) #8X3 /4 PH. PAN HEAD SASH STOP COVER (SASH STOP) 6063 -T5 AL FLANGEFRAME SILL 6063 -T6 AL 64136 SILL ADAPTOR 6063 -T6 AL 64137 ROLLER TRACK 6063 -TEAL 64131 WEEP HOLE COVER POLYPROP. 71298 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 FLANGE FRAME JAMB 6063 -T6 AL 612225 GASKET FOR MAIN FRAME SILL JOINT 74134W/K #8 X 1.000 QUAD PN. SMS 781 ' •A SCREEN ADAPTOR 6063 -T5 AL 641100 FIXED MEETINGRAIL 6063HD -T6 AL 64054A WSTP.,.187X 230, FIN SEAL 640660 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 WSTP.,.250X .270 BACK, FIN SEAL 616830 ROLLER GUIDE 42112HD BRASS ROLLER WHEELS BRASS 7BRW13L2 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N SASHMEEIINGRAIL 6063HS -T6 AL 64006 WSTP.„170 X .270 BACK, FIN SEAL 67S16G SWEEP IATCH DIE-CAST 71096 #8 X.625 PH. FL SMS 7858 SASH SIDE RAIL 6063 -T5 AL 64126 WSTP,.250 X 270 BA « FIN SEAL 616830 BULB WEATHERSTRIP .187X.275 67070K LIFT RAIL COVER CAP 74078"C" L OR R I.F. FRAMEHEAD 6063 -T6 AL 64139 IF. FRAME SILL 6063 -T6 AL 64140 IF. FRAME JAMB 6063 -T6 AL 64141 GLAZING SILICONE, DOW 899, 995 OREQUTVALE NT VINYL GIAZINGBEAD BULB (THICK) 6TP247W,K VINYL GLAZING BEAD BULB (FHIN) 61P248K B G AZINGBFAD- 5/16" 6063 -T5 AL 64039B B GSAZINGBEAD -5/16" W /GRRLKIT 6063 -T5 AL 644703 A GLAZINGBEAD- 7/16" 6063 -T5 AL 64222 C GLAZINGBEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 MATL 6063 -T6 AL 6063 -T5 AL PGIYI 612237 612244 7834AA D 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" IAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" IAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI 3/16" HS, .090 PVB, 3/16" A 0 A ITEM' DWG# REA DESCRIPTION L MAIL I PGIW 66 GASS,13 /16" LAMI IG- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1 /8 "A) 67 13/16" IAMI IG- 1/8 "A, 3/8" AIRSPACE, 5/16" LAMI (1/8 "A, .090 PVB,1 /8"HS) 68 13/16" LAME IGI /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 69 13/16" LAMI IG3 /16"A, 5/16" AIRSPACE, 5/16" IAMI (1/8"A, .090 PVB, 1/8"A) 70 13/16" LAMI IG3 /16"A, 5/16" AIR SPACE, 5/16" LAM1 (1/8"A, .090 PVB, 1/8"HS) 71 " 13/16" LAME IG3 /16 "A, 5/16" AIR SPACE, 5/16" IAMI (US"HS, .090 PVB, 1/8"HS) 72 " 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "HS) 74 " 13/16" LAMI IGI/8 "A,1 /4" AIRSPACE, 7/16" LAMI ( /16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAME IG3 /16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/161HS) 77 " 13/16" IAMI IG- 3/16"A,3/16" AIR SPACE, 7/ 16 "LAMI(3 /16 "HS,.090PVB,3 /16 "HS) 90 1014 SCREEN FRAME (HOR & VER.) 3105 -H14 AL 91 1630 SCREEN CORNER KEY W/RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RENCS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN CLOTH CII.F. FRAME HEAD 2.784 .082 1.988 43 I.F. FRAME JAMB © #4141.8083 -T8 Lbrbt 4/15/07 me= 10/17/06 De* 5/13/06 2/28/06 C ADD ITEMS 41, 42 643 firmirkor NO CHANGE THIS SHEET Raltbas A ADO SPACE DIMENSIONS ITEMS 66 THRU 77. c5eo,e J.J. 33/08 e,: Daft J/2 1070 TECHNOLOGY DRIVE NO10350S. FL 34270 P.0.90% 1828 04000508, FL 34274 Visibly Better PARTS LIST PRODUCTR1BVISED as complying with the Florida Building Coda Acceptance No O Expiration Date 1 -- 2.710 42 .F. FRAME SILL © #4140, 8063-T8 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Ser.elkdet lag* 10. Dor�ea w' HR716 I NTS 6 d 11 I 4127 -10 I C L. Clark, P.E. PE 039712 Structural 1.373 .062 Lp u- 2.710 1 O FLANGE FRAME HEAD #4102A, 6063-T6 .oez A90 jj X1.451-1 O SASH STOP #4025, 6083 -T5 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 1.096-{ --►� 7 O GLAZING BEAD, 5/16" 84044B,6063 -T5 (USED WI GRILL KIT) 73 6 FLANGE FRAME SILL #4136, 6083-T6 .437 .ae O HORIZ. ROLLER TRACK #4131, 6063-T6 79 .08 1.081 32 SASH MTG. RAIL #4008D, 6063HS -T6 I111p .6678 1.096 55 GLAZING BEAD 7/16' 1/4222A, 6083 -T5 87 2 f .513. 049 738 SASH STOP COVER 3.980 #4053, 6063-T5 O FRAME SILL ADAPTER #4137, 6063 -T6 1.817 17 FIXED MEETING RAIL 840549,6063HD -T6 37 SASH SIDE RAIL #4128, 6063 -T5 .050 �1 1.115 O GLAZING BEAD, 7/16" #985C, 6083-T5 (USED W/ GRILL KIT) I+-- 2.784 —�{ .062 13 FLANGE FRAME JAMB #4002A,6063 -T6 —1 .678 1.008 1 - -.-{ 53 GLAZING BEAD, 5/16" #4039B, 6063 -T5 —jam �r 1.097 59 GLAZING BEAD, 13/16" #4067, 6063 -T5 Ammer F.K. oar 44/15/07 Rehab= WO CHANGE THIS SHEET 1emer FK Doke 10/17/05 Rerialenx NO CHANGE THIS SHEET Road fir F.K Dee 5/13108 X A NO CHANGE THIS SHEET Peer FJC Oft 228106 fie/ J.J. 3123108 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.0 B0X 1828 NOKOMIS, FL 34274 ;T V4ib4 Better EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT so aoa HR710 s Half I 7 d 11 makex 4127,10 C PRODUCT REVISED es complying with the Florida Building Colo Acceptance No 0 Expiration Dote By 0 Robert L. Clak, P.E PE 839712 Structural ANCHOR QUANTITIES, XOX (1141/2414) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 -412 STEEL SCREWS (G5) ANCHOR TYPE, & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL m m HEAD & SILL m to HEAD & Sat. m ca g HEAD & SILL 2 ' G HEAD & SILL in 2 HEAD & SILL ' Oi 2. GLASS TYPES: m A. 5/16° LAMI - (1/8° A,.090,1/8' A) B. 6/18' LAMI - (1/8' A,.090, 1/8" HS) 53.125x 38.375 48.E 50.825 54.000 60.030 63.000 1 +C2+1 +C2 +1 2 1 +C2+1+C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 D. 7/16" LAMI - (3/1 "A..09 , 116 A) D. 7/18° LAMI - (3/16° A,.O&1, 3/18' A) 1 +C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 E. 7/16"LAMI- (3/16"A,.090,3/16 *HS) 1 +C2+1 +C2 +1 3 1 +(2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +02+1 +C2 +1 3 G.7N 18"LA LAMI 8" R 3/ 6"A 5/1 G. 13/18' LAMI IG -1/8° OR 3/18' A, 6118° OR 3/8° SPACE, 5116' LAMI - (1/8" 4,.090,1/8' A) 1 +02+1 +02+1 3 1+C2+1+C2+1 3 1+(2 +1 +02+1 3 1+C2+1+C2+1 3 1 +C2 +1+01 +1 3 1 +(2 +1 +C2+1 3 H. 13/16" LAMI 10 - 1/8" OR 3/16° A, 5/16° OR 3/8' SPACE, 5/16' LAMI - (1/8" A,.090,1/8° HS) 1+C2+1+C2+1 3 1 +(2+1 +02+1 3 1 +(2 +1 +(2+1 3 1 +02+1 +02+1 3 1 +02+1 +(2 +1 3 1 +C2 +1 +CZ +1 3 I. 13/16" LAMI IG - 1/8' OR 3/16° A, 5/16' OR 3/8° SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG -1/8° OR 3/16' A, 3/16° OR 1/4" SPACE, 7/16" LAMI - (3/16° A,.090, 3/16" A) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1+03+1 +C3+1 3 K. 13/16° LAMI IG - 1/8" OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16'° LAMI - (3/16° A..090, 3/16° HS) 60.000 x 38.375 48000 50.625 54.000 60.000 63.000 1 +C2+1 +C2+1 2 1 +C2 +1+C 2 +1 2 1 +C 2 +1 +C2+1 2 1 +C 2 +1 +C2+1 2 1+02 +1 +02+1 2 1 +C2 +2 +C2+1 2 L 13!16° LAMI IG -1/8° OR 3/16° A, 3118' OR 114° SPACE 7/18" LAMI - (3116° HS,.090, 3/16' HS) 1 +02+1+C2 +1 3 1+(2+1+•02 +1 3 1 +(2 +1 +C2+1 3 1 +02 +1 +(2+1 3 1+02 +1+(2 +1 3 1+C2+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2+1 +C2 +1 3 1 +02+1 +C2+1 3 1 +C2+1 +C2+1 3 1+02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2 +2 +C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 +C2 +1+•02 +1 3 1 +02 +1 +02+1 3 1+C2+1 +C2 +1 3 1+(2 +2+(2+1 3 HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1+02 +1 +C2+1 3 1 +(2+1+(2 +1 3 1+C2+1+C2+1 3 1+C2 +1 +C2+1 3 1 +(2+1 +(2+1 3 1 +03 +2 +C3+1 3 25 4' MAX FROM CM CORNERS. JAMBS: 8° M M AX. FROM CORNERS AND 221 /2' MAX O.C. 1 +(2+1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1+02 +1 3 1 +(2 +1 +(2 +1 3 1 +(2+1 +(2+1 3 1 +(2+2+03+1 3 TABLE KEy. 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +03+2 +02 +1 1+C2+2+C2+1 2 1 +(2+1 +(2+•1 3 1 +C2+1 +C2+1 2 1 +(2+2 +02+1 3 1 +C2 +2+C2+1 2 1 +(2 +2 +(2+1 2 3 1 +C2 +2 +02 +1 3 1+(2 +2+(2+1 1+02+2+02+1 2 1 +(2 +2 +(2+1 3 1 +62 +2 +02+1 2 X O X 3 L1 +C3 +4+03 +1 1 3 1--.--ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1+02 +2 +02+1 3 1 +C2+1+C2+1 3 1 +02+2 +(2 +1 3 1 +C2 +2 +02•x1 3 1 +(2+2+(2•x1 3 1 +C2 +2 +02+1 3 1 +C2+2 +C2+1 3 1 +02+1 +02+1 3 1 +C2 +2 +02+1 3 1 +02 +2 +C2 +1 3 1 +(2+2+02+1 3 1 +03+2+03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +(2+2+(2+1 3 1+62+1+(2 +1 3 1 +C2 +2+C2+1 3 1 +02 +2 +02+1 3 1 +(2+2 +C2 +1 3 1 +C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT 1+02+2+02 +1 3 1 +02+1 +02+1 3 1 +03+2+03+1 3 1 +03+2 +C3+1 3 1+02 +2 +02 +1 3 1 +(2+2+03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL 84.000 x 38.375 48.000 50.625 54.000 • 80.010 63.000 1 +C2 +2+C2 +1 2 1 +C2+2+C2+1 2 1 +C2 +2+02 +1 2 1 +C2 +2 +02+1 2 1 +C2 +2+C2+1 2 1+02+3++1 (2 2 1 +02+2 +C2 +1 3 1+C2+2+C2 +1 3 1 +(2 +2 +(2+1 3 1+02 +2 +02+1 3 1 +02 +2+C2 +1 3 1 +03+3+03+1 3 (3" MIN. 0.C. ANCHOR SPACING) 1 +02 +2 +02 +1 3 1 +02 +2+02 +1 3 1 +02 +2 +02+1 3 1 +02+2 +02 +1 3 1 +(2+.2+(2 +1 3 1 +C3+3+C3+1 3 1 +C2+2 +C2+1 3 1+02+2 +C2 +1 3 1 +(2+2+02+1 3 1 +C2 +2 +C2 +1 3 1 +(2+2 +(2+1 3 1+C4 +3+04+1 125 3/4" max 3 1 +02+2 +02 +1 3 1 +C2 +2+C2+1 3 1 ++2 +02+1 03 3 1 +03+2 +03+1 3 1 +C2 +2+02 +1 3 1+04 +3+04 +1 -►{ �3° MIN. 3 �I P(toI7U(.`f I.EVISED m' p; ag with the Florida L'utiCr -, ::c, 1: Acre sans No 0 + : 003 1 141 r X 1 1 1 1 1 O 1 1 X 1 +02+2 +02+1 3 1+C2+2+C2+1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +02 +2+(2+1 3 1 +C4 +3+04 +1 3 9" REF' 106.375x 38.375 48.000 50.625 54.0X0 60.000 63.000 1 +02 +2+02 +1 2x1 +02+2+02+1 2 1+(2+3 +C2 +1 2 1 +C2 +3+02+1 2 1+02+3+02+1 2 1 +02 +4+02 +1 2 T----,L____- 1+02 +3+02 +1 3 1+C2+2+C2+1 3 1 +C3+3+03+1 3 1+C3+3+C3+1 3 1 +C2 +3+02+1 3 1 +03+4+03+1 3 MTG. RAIL, TYP.- W/ QTY. OF (3) ANCHORS 1+02 +3+02 +1 3 1 +C2+2 +C2 +1 3 1 +03+3+03+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1 +03 +4+C3+1 3 EXAMPLE CLUSTER 1 +03+3+03+1 3 1 +02+2+02 +1 3 1 +03+3+03 +1 3 1 +03+3+03+1 3 1 +03+3++1 03 3 1 +01+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) MA1 X 1/2'" TYP. I-3' MIN. kauoaDaor - �7£ / By '; ",;. ,:,, ,- .,: .^ 1 +C3+3+C3+1 3 1 +(2+2+(2+1 3 1+04 +3+04 +1 3 1 +04 +3+04+1 4 1 +03+3 +03+1 3 1 +00+4+04+1 3 1 +03+3+03+1 3 1+(2+2+(2 +1 3 1 +C4 +3+04+1 3 1 +04 +3+04+1 4 1 +04 +3+04+1 3 1 +06+4+05+1 3 I 253/4' 111.000x 38.375 48.000 50.625 64.000 60.000 63.000 1 +C2 +3+(2 +1 2 1 +02+2+(2+1 2 1 +C2 +3+02 +1 2 1 +C2 +3+02+1 3 1 +02 +3+02 +1 2 1 +02+4+(2+•1 2 1 +02+3 +02+1 3 1+(2+2 +C2 +1 3 1 +03+3+03+1 3 1+C3+3+C3+1 3 1 +(2+3+(2+1 3 1 +03+4 +03+1 3 1 till 9" REF. 1 1 t 1 lilt O 1 X /6 '7 / Rebel L Clark. P.E. PE #38712 structural 1+02+3+02+1 3 1 +02+2 +02 +1 3 1 +03+3+03+1 3 1 +03 +3+03+1 3 1 +03+3+03+1 3 1 +C3+4+C3+1 3 X 1---_ 1 +03+3+03+1 3 1 +02+2 +02+1 3 1 +03+3+03+1 3 1 +03 +3+03+1 3 1 +C3+3+C3+1 3 1 +04 +4 +04 +1 3 -�� �__--- 1 +C3+3+C3+1 3 1 +02+2 +(2 +1 3 1 +04 +3+04+1 3 1+04 +3+04 +1 4 1+03+3+03+1 3 1 +04+4 +01+1 3 MTG. RAIL, TYP.- 1 +03+3+03+1 3 1+02+2 +02 +1 3 1 +04+3+04 +1 3 1 +04+3+01 +1 4 1+04 +3+04+1 3 1 +05+4 +0541 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rose FIG 5/07 C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ 1070TEC+NOLOC+Y DRIVE NOHOMIS. FL 94215 P.O. BOX 1528 NOM A% FL 34274 Matt= SPACING, XOX 1/4- 1/2 -1/4 ) R.' FIG tm° 10/17/08 +e.mmc B REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Road ar FA amok, F.K Date 5/13/08 Date 1/28/08 a..hwir A ow., 67. J.J. ADO SPACE DIMENSIONS GLASS TIDES G THRUL ma..• 323/08 I Visibly Better HR710 ar• I NTS aeK 8 - 11 d oft 4127 -10 awe C ANCHOR QUANTITIES, XOX (113 - 113 -113) WINDOWS TABLE 6 GLASS TYPES A,B4O,H GLASS TYPES C,D,E,F, ,J,K, L ANCHOR TYPE) & SUBSTRATE 2,3, W000 Z CONC 1, CONC 2,3, WOOD 2. ;ANC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v HEAD & SILL O7 HEAD & SILL co t0 HEAD & SILL N HEAD & SILL 2 HEAD & SILL (00 g, HEAD & SILL 48.000x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1+02 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+02 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02+1 3 1+02 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +02+1 3 1+C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1+02+1 +C2 +1 3 1+02!1 +02 +1 3 1 +02 +1 +C2 +1 3 1+{2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +1 +02+1 2 1 +02 +1 +02+1 2 1 +02+1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1+02 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02+1+02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +C2 +1 3 1+02 +1 +02 +1 3 1+0.1 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1+02 +1 +C2 +1 3 1 +C2 +1+02+1 3 1+02 +1 +02+1 3 1 +02+1402 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 80.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +02+1 +02+1 2 1 +02+1 +C2 +1 2 1 +02+1 +02+1 2 1 +02 +1 +02 +1 2 1 +02+1 +02+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02+1 3 1+02 +1+02 +1 3 1+(2+1 +C2+1 3 1 +C2 +1 +02 +1 3 1+12 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1+02+1 +C2 +1 3 1 +(2+1+(2 +1 3 1+03+1+03 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1+c2 +1 3 1 +02+1 +02+1 3 1+02+1+02 +1 3 1 +C2 +1 +02+1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +G2 +1 +02 +1 3 1 +03+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1+03+1 +03+1 3 68.000x 38.375 48.000 50.825 54.000 00.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1+02+1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1+02 +1 +02 +1 2 1 +C2 +1+ +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02+1 3 1 +C2 +1 +C2 +1 3 1+03+1 +03+1 3 1+t2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1+f2 +1 +02 +1 3 1402 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +02 +1 3 1 +C2 +1+02+1 1 +03+1 +03+1 3 1 +C2 +1 +02 +1 3 1 +03+1 +03+1 3 1+(2 +1 +02+1 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02+1 +C2 +1 3 1 +03+1+03+1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+c2 +1 +02+1 2 1 +C2 +1+02+1 2 1 +C2 +1 +02+1 2 1+02 +1 +C2 +1 2 1+(2 +1 +02+1 2 1 +02 +1 +02+1 2 1 +C2 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02+1+02 +1 3 1 +02 +1 +02+1 3 1+03+1 +03+1 3 1 +02 +1 +t2 +1 3 1 +02+1 +C2 +1 3 1+02+1 +C2r1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1+02 +1 +C2 +1 3 1 +(2+1+C2+1 3 1 +02 +1 +02+1 3 1+02+1 +02+1 3 1 +02+1 +02+1 3 3 1 +C2 +1 +C2 +1 3 1+(2+1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +C2 +1 +02 +1 3 3 1+02 +1 +02 +1 3 1 +01+1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02+1 +02+1 3 3 84.000x 38.375 48.000 50.625 54000 60.000 83.000 1 +C2 +1 +02 +1 2 1 +02 +1+02 +1 -2 1 +C1 +1+02 +1 2 1 +(2 +1 +C2 +1 3 1 +C2r1+(2 +1 2 2 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02+1 +C2 +1 3 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1+02+1 3 1+03+1+03+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 3 1 +03+1+03+1 3 1 +C2 +1+02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1+03+1 +03+1 3 1+C4+1+C4+1 4 86.437x 38.375 48.000 50.626 54.(00 60.000 63000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02+1 2 1 +C2 +1 +02 +1 2 1 +02 +1+02 +1 3 1 +02+1 +02+1 2 2 1+02 +1 +C2 +1 3 1 +02 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+02+1 +02 +1 3 1 +02+1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C2 +1r02 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +C2 +1+02 +1 3 3 1 +C2 +1 +C2 +1 3 1+02+1 +02 +1 3 1+03+1+03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1+04+1+04+1 4 1 +03+1 +03+1 3 1+02 +1 +02 +1 3 1 +C3 +1 +03+1 3 1 +03+1 +03 +1 1 +03+1+03+1 3 4 NOTES: 1. ANCHOR TYPES: 2. GLASS TYPES: 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOVVING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 we MAX. FROM CORNERS JAMBS: 9' MAX FROM CORNERS AND 22 1/2" MAX. 0.C. TABLE KEY: 11+C3+1+03+11 3 E.-ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. 0.C. ANCHOR SPACING) MIN. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1111 1141 1 MTG. RAIL TYR- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED comp;yicz with dm Hari& Buildiug Code Acccpurnre No 0 Si .01 En Dar 011 Romer F.K m4: 4115107 Revision& C UPDATE TABLES, SELECT VALUES DUE TO ANCHOR CAP. ADJ. Ramer F.K. ma+ 10/17/08 Regelam B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Read er FK Des 5/13418 Revak= A ADD SPACE DIMENSIONS GLASS TYPES G THRU L maim ex FJC Des 2/18/00 rmme4er J.J. 323!09 070 TECHNOLOGY DRIVE NOP90MI9, FL 34278 P.C. BOX 1528 NOKOVIS, FL 34274 TI ANCHORAGE SPACING, XOX (1/3-1/3-1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L Clark, RE. PE 839712 Structural ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H ANCHOR TYPE 2,3, WOOD 2, CONC & SUBSTRATE GLASS TYPES C,D,E,F,I,J,K, L 1, CONC ZONES ZONES 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES WINDOW SIZE W V 1 ,3 0) co a 2 J x ,4 co m 2o' x ,6 co m J_ co m 5, I,3 ads x cn m 2 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2+1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3+1 1 +C2 +1 1 +C2 +1 1 +C2+1 1 +02 +1 1 +C3 +1 1 +C3+1 2 +C2 +2 4 2 +C2 +2 4 2 +C2 +2 4 2 +C3+2 4 1 +C3 +1 4 1 +C3+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1+C3 +1 1 +C3+1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3+1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 3 3 3 4 4 3 3 3 4 4 4 3 4 2 +C3+2 2 +C3 +2 2 +C3 +2 1 +C3+1 2 +C2 +2 4 4 4 4 3 2 +C3 +2 2+C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 3 2 1 +C3 +1 1 +C2 +1 3 2 1 +C3 +1 1 +C2 +1 3 2 1 +C2 +1 1 +C2 +1 3 2 1 +C3+1 1 +C2 +1 3 2 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 3 1 +C3 +1 3 1 +C3+1 4 1 +C2 +1 3 1 +C3+1 3 3 1 +C4 +1 3 1 +C3 +1 4 1 +C3+1 3 1 +C4 +1 3 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 3 2 +C3+2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3+2 3 3 2+C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 3 2 +C3+2 3 1+C3 +1 4 1 +C2 +1 3 2 +C3+2 3 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 3 2 +C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +0 +2 4 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 3 3 2 +C3+2 2 +C3 +2 3 3 2+C2 +2 2 +C3 +2 4 4 1 +C2 +1 1 +C2 +1 3 2 +C3 +2 3 3 2 +C3 +2 3 3 2 +C3 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +C3+2 4 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 3 2 +C4 +2 4 2+C3 +2 4 1+C3 +1 3 2 +C4 +2 4 2 3 2 +C2 +2 2 +C3+2 3 4 2 +C2 +2 2 +C3+2 3 4 2 +C2 +2 2 +C2 +2 '2 3 2+C2 +2 2 +C3 +2 3 4 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 2 +C3 +2 4 3 2 +C4 +2 4 2 +03 +2 4 2 +C3 +2 3 2 +C4 +2 4 3 2 +C4 +2 4 2 +03 +2 5 2 +C3 +2 3 2 +C4 +2 4 3 2 +C4 +2 4 2+04+2 5 newel:.« F.K 4/1S/07 O CHG.TABLEI TO 6.8 SELECT VALUES DUE TO ANCHOR GAP. ADJ 2 +C3 +2 Ansa ar F.K Dar 10/17AJ6 Rertsbas REVISE ANCHORAGE FORMAT,, HEAD 8 SILL CLUSTERS wader cars ((Weans FK 8/13/08 A AOD SPACE DIMENSIONS TO GLASS TYPES G 7HRUL. Oars Chocked 8)c ma F.K 228403 J.J. 323/08 4 2 +01+2 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16' LAMI - (1/8" A,.090,1/8° A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16' LAMI - (1/8" HS,.090, 1/8' HS) D. 7/16' LAMI - (3/16° A,.090, 3/16" A) E. 7/16' LAMI - (3/16" A,.090, 3/16' HS) F. 7 /16" LAMI - (3/16" HS,.090, 3/16° HS) G. 13/16° LAMI IG -1/8' OR 3/16' A, 5/16" OR 3/8" SPACE, 5/16' LAMI H. 13/16" LAMI 113 - 1/8° OR 3/16" A, 5/16" OR 3/8' SPACE, 5/160 LAMI I. 13/16' LAMI 13 - 1/8" OR 3/16" A, 5/160 OR 3/8° SPACE, 5/16' LAMI - J. 13/16" LAMI 13 - 1/8° OR 3/16° A, 3/16' OR 1/4" SPACE, 7/16" LAMI - K. 13/16' LAMI 10 - 1/8' OR 3/16° A, 3/16' OR 1/4° SPACE. 7 /18" LAMI - L 13/16' LAMI IG -1/80 OR 3/16' A, 3/16° OR 114" SPACE, 7/16° LAMI - (1/8' A,.090,1/8' A) - (1/8' A,.090, 1/8" HS) (1/8" 11S,.090.1/8° HS) (3/16° A,.090, 3/16' A) (3/16' A,.090, 3/16" HS) - (3/16° HS,.090, 3/18' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 183/4' MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. 0.C. TABLE KEY: O 12+C3 +2 13 ANCHOR QUANTITY PER JAMB 1070 TECHNOLOGY OWE NOKOMIS. FL 34275 P.C. BOX 1828 NOKOMIS. FL 34274 P HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) r-I-- 183/40 MAX (I--3" MIN. 9° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 8 3/4' MAX 1 1/2' TYP. Fr-3' MIN. PRODUCT REVISED os coop faxvrit941a Florida Building Colo Acccptanoc 140 , Oa 5,07 Expiration Dan 2 L 1 Zell MTG. RAIL / EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Yn16(J ANCHORAGE SPACING, OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L Clads, P.E. Better Seritafiktlet ,.d,.n 0 IIR710 NTS 10 > 11 I 4127 -10 I C Str nd A 0 MIN. 34 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 314' MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 1A, CONCRETE ANCHOR, NOTE 1 DETAIL A JI 1/4' MAX SHIM WOOD ANCHOR, NOTE2 DETAILB TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4' MAX. —+ SHIM WOOD ANCHOR, NOTE 2 13/6° MIN. 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 1/4' MAX. SHIM CONCRETE ANCHOR, NOTE 1 b 1x WOOD BUCK, NOTE 3 DETAIL F v •°• MINED & S DETAILS C D& H) E LL B (tll INTERIOR (JAMB DETAILS E, F & I) EXTERIOR NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO La TAPCONS EMBEDED 1 3/6° MIN. OR 1/4' SS4 CRETE -FLEX EMBEDED 13/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX WITH La #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM OF 1/8' THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDMON. 1 114' MIN. (1.5 KSI CMU) OR PER NOTE 1 0 (3.4 KSI CONCRETE) J TYPICAL. FLANGE FRAME JAMB SECTIONS A 1/4' MAX -7 SHIM _ • NOTE 1L w 1 3/4° MINA MIN. 3A KSI_▪ �w E.D. TYP. CONCRETE p DETAIL C 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1/4' MAX. SHIM 13/6° MIN. .. S DETAIL .D TYPICAL FLANGE FRAME SILL SECTIONS DETAIL H (HEAD NAILING 131 DIA. MIN. x 21/2' NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS 0,118, I. esc - .w Cu Florida Ar.. 7.1, ^' No DETAIL G. (SILL) DETAIL I (JAMB)© Q TYPICAL INTEGRAL FIN FRAME SECTIONS oac 4/15/07 Rerfsbax REVISE NOTES 1 & 2REOARDINO TRIMFIT HD. & EMBEDMENT. ADD 1.F. FRAME. CHI. NOTES TO FOC,'CURRENTEDITION' awvef FX 10/17/06 WRaaa REVISE EDGE DST. , EMBEDMENT & BHT. REFERENCES Rm, Br F.K 5/13406 firbeors ADD NOTE5. dal• FX 2RB/06 Chrcbd S J.J. 3123/06 1070 TECHNOLOGY DRIVE NOKCOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PIG" V/sib6, Better Desollber ANCHORAGE DETAILS rmr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a.vmae pa. ISA. m.ceaa RQ HR710 Haff 11 a 11 4127 -10 C 467 Robert L. Clerk, P.E. PE 9.39712 Structural MIAMEROIDE COUNT BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC. 975 S. Congress Avenue Suite No. 102 Delray Beach, FL 33445 SCOPE: ppc7L— H/ ( S2wj MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375-2902 FAX (305) 372 -6339 www.miamidade.Gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series `200 Stormsafe" Aluminum Horizontal Sliding Window — L.M.L APPROVAL DOCUMENT: Drawing No. W07 -28, titled "Series 200 Aluminum Horizontal Rolling Window — L.M.I. ", sheets 1 through 8 of 8, dated April 24, 2007 with revision `B" dated July 28, 2009, prepared by Al— Farooq Corporation, signed, sealed and dated January 14, 2010 by Arshad Viqar, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This .NOA revises NOA No.'s 07- 0511.10 and 07- 0813.05 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 10-0121.11 Expiration Date: August 01, 2012 Approval Date: April 21, 2010 Page 1 SIW impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-28, titled "Series 200 Aluminum Horizontal Rolling Window - L.M.I. ", sheets 1 through 8 of 8, dated April 24, 2007 with revision "B" dated July 28, 2009, prepared by AI- Farooq Corporation, signed, sealed and dated January 14, 2010 by Arshad Viqar, 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -06 -4085, HETI -06 -4086, HETI - 06-4087, HETI -06 -4094 and HETI -06 -4179, dated February 26, 2007 and July 25, 2007, all signed and sealed by Rafael E. Dorz -Seda, P. E. (Submitted under previous NOA No.'s 07- 0511.10 and 07- 0813.05) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -06 -4089, HETI -06 -4090, HETI -06 -4092, HETI -06 -4095, HETI -07 -4126 and HETI -07- -4282, dated February 26, 2007 and July 25, 2007, all signed and sealed by Rafael E. Dorz -Seda, P. E. (Submitted under previous NOA No.'s 07- 0511.10 and 07- 0813.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated December 15, 2009, signed and sealed by Arshad Vigar, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami- Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09 -0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 055// /09,'ng on 12/11/10. E -1 Jaime D. Gaston, P. E. Chief, Product Control Division NOA No. 10-0121.11 Expiration Date: August 01, 2012 Approval Date: April 21, 2010 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. MATERIAL CERTIFICATIONS (cowl/guED) 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. G. STATEMENTS 1. Statement letter of conformance and no financial interest, dated December 15, 2009, signed and sealed by Arshad Vigar, P. E. 2. Laboratory compliance letter for Test Reports No.'s HETI - 06 - 4085, HETI -06 -4086, HETI-06-4087, HETI-06-4089, HETI -06 -4090, HETI -06 -4092, HETI - 06- 4094, HETI - 06 - 4095, HETI - 06 - 4179, HETI - 07 - 4126 and HETI -07 -4282, issued by Hurricane Engineering & Testing, Inc., dated February 26 and July 25, 2007, all signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No.'s 07- 0511.10 and 07 -0813.05) G. OTHERS 1. Notice of Acceptance No. 07- 0511.10, issued to Security Impact Windows, LLC. for their Series "200 Stormsafe Aluminum Horizontal Sliding Window - L.M.I. ", approved on 08/02/07 and expiring on 08/01/12. 2. Notice of Acceptance No. 07- 0813.05, issued to Security Impact Windows, LLC. for their Series "200 Stormsafe (OX - XO) Aluminum Horizontal Sliding Window - L.M.I.", approved on 09/20/07 and expiring on 09/20/12. 3. Statement letter of in compliance with the Florida Building Code 2007, dated March 23, 2010, signed and sealed by consultant's professional engineer. Jaime D. Gascod, P. E. Chief, Product Control Division NOA No. 10-0121.11 Expiration Date: August 01, 2012 Approval Date: April 21, 2010 E -2 74' 8' MAX. WIWa0'N WIDTH - 8' 12- MAX. FA �R 3 i I^ (� O I HEAD /SILL HEAD /SILL CORNERS I1EAD /SILL CORNERS I n m GI >; /� m ' I I 11 n u n n II p H II ^ a II u II 11 II II 11 11 u II if e. ==t 11 m II l I II 11 II II , :i == ___.1L___, - --ter--- 1 I1 �ry�/ �I I I I! I ir c ;: I II . . II II I m U 11 11 II II II II II I' • a I 11 II I1 II 4� iV 11=1 II II II _ t/'I 11 1! 31 13/18' \\ 1 1 1 1 \ 31 13/18' D.L OPG. 38 7/18' 1 D.L OPG. `Io ADDL. ANCHOR \AT MTG. ST0.E ENDS_ _ FOR CAPACITY SERIES 200 STORMSAFE ALUMINUM HORIZONTAL SLIDING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S. /H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 THRU 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMBED TO METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. Act APPLIED ORAL 111' 8' MAX. WINDOW WIDTH 8' 12' MAX. FALSI OPTIC HEAD/SILL I; I 1 1 I1EAD /SILL CORNERS 1 1D . ..... �j O K T CII(� — ___.1L___, - --ter--- 1 I1 �ry�/ �I I I I! I ir c ;: I II . . II II I m U 11 11 II II II II II I' • a I 11 II I1 II 4� iV 11=1 II II II _ t/'I II II II (II IIIL .. 1 I 24' 1 l + 1 1 1 48 1/4' 1 1 1 24' g 1. D.L OPG. 28 5/8• 12 . D.L OPG. 0.L OPG. 28 5/8' AWL ANCHOR . __ __ —_ AT_MTC. SIRE ENDS TYPICAL ELEVATIONS TESTED UNITS FOR CAPACITY THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUT,UIb ARE NOT REQUIRED. Engn ARC NOM FIA PE [__38083 CAN. X355311 MUNTINS SURFACE APPuED 1 - 2- 2- V� B 1 drawing no. W07 -28 (sheet 1 of 8 ) DESIGN LOAD CAPACITY - PSF (20 OR Olt 81260) WINDOW DIMS. 11 /0 SIMI. REINFORCING 9TTT STEEL REINFORCING GLASS TYPE 'A' GLASS TYPES 'W & 'D' CLASS TYPE • 'C' GLASS TYPE 4 'C' WIDTH HEICHT EXT.( +) IM.( -) EXT.( +) WT.( -) EXT.( +) DD.( -) EXT.( +) WT.(-) 24' 36' 48' 60' 72' 24' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 704 70.0 704 80.0 100. - - 70.0 700 70.0 70.0 60.0 100. - - 24' 38' 48' 60' 72' 36' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 60.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 24' 36' 48' 50' 72' 48' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 700 80.0 100.0 - - - 70.0 70.0 70.0 70.0 00.0 100.0 - - 24' 38' 48' 60' 72' 60' - - 70.0 70.0 80.0 100.0 - - - - 70.0 700 800 100.0 - - - - 70.0 70.0 804 1000 - - - - 70.0 704 80.0 100.0 - - - - 70.0 700 80.0 100.0 - - 24' 36' 48' 80' 72' 72' - - - - 804 600.0 - - - - - - 800 1000 - - - - - - 80.0 100.0 - - _ - _ - 800 1004 - - - - - - 80.0 93.4 80.0 1000 26 -1/2' 37' 53 -1/8' 74' 70.0 70.0 70.0 70.0 80.0 1004 - - 70.0 70.0 70.0 100.0 0 - 700 704 700 700 60.0 100.0 - - 700 704 70.0 700 800 1000 - - 26-1/2' 37'3�, 53- 1/8' 74' 700 70.0 70.0 70.0 804 1004 - - 70O 70.0 70.0 704 804 1000 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 704 700 70.0 60A 100.0 - - 28 -1/2 37'6A, 53- 1/8' 74' 70A 70.0 70.0 700 800 100.0 - - 70.0 70.0 70.0 700 60.0 1000 - - 70.0 70.0 70.0 70.0 800 100.0 - - 70.0 70.0 700 700 800 1000 - - 28-1/2' 37' 53 -6/8' 74' - - 70.0 704 80.0 100.0 - - - - 70A 70.0 80.0 1000 - - - - 700 700 80.0 100.0 - - - - 70.0 700 80.0 100.0 - - 28 -1/2' 37' 53-1/8' 74' - - - - 804 1000 - - _ - _ - 80A 600.0 - - 4 - - - - 600 1000 _ - - - - - 804 88.1 80.0 100.0 WITH ADDL moon MTG. STILE ENDS • APPLIED SILL RISER (ITEM #25) REOUIRED WHEN EXT.( +) PRESSURE EXCEEDS 70.0 PSF ONLY. 1/8' ANN. GLASS 3/16' ANN. GLASS .090' INTERLAYER SAFLEX 90 PVB BY 'SOLUTIA' .090' WTERLAYER SAFI.E2 61G P98 BY 'SOLUTU' I/O' ANN. GLASS 3/16' ANN. GLASS SILICONE SILICONE DOW CORNING 995 '� ,- DOW CORNNG 995 z O 1 GLASS TYPE 'A' 61/32' OVERALL 3/18' HS. GLASS .090' INTERLAYER SENTRY0US PLUS BY WPM. GLASS TYPE 'B' 15/32' OVERALL 1 /8' TEMP. GLASS 1/4' AIR SPACE 1/8' H.S GLASS 090' INTERLAYER BUTACTIE PVB BY 'DuPONT' 3/16' H.S. GLASS 1/8' N.S. GLASS MUCONE mow DOW CORNING 995 DOW CORNNG 995 G 15/ (1 /200) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH XO OR oX GLASS TYPE D' 11/18' OVERALL GLAZING OPTIONS • 1/4' X 1/4' ALUM SPACER NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 &ban A YWAR MCI 86r JAN 1 4 2010 PRODUCTREVESD •emptying Bgeritl Florida Wens Cc* Ascepeono314o (sheet 2 of 8 DESIGN LOAD CAPACITY - PSF (10 OR OX 3129 ) WINDOW DIMS. A/0 STEEL REINFORCING 11111 STEEL REINFORCING GLASS TYPE W GLASS T TYPES & 'D' GLASS TYPE 4 'C' GLASS TYPE 4 'C' BOITN IO3GNT EX7.( +) INT.( -) Ext( +) 1 IN!.( -) EXT.( +) INT.( -) Exl.(4) INT.( -) 54' 63" 72' 81' 24• 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 60.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 54' 63' M• 81 • 36 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70A 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 1000 - - 54• 63' 72" 81' 18• 70.0 700 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 54' 63' 72" 81 • 90 - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 BOA 100.0 - - - - 70.0 700 80.0 100.0 - - 54' 83' 72• 81' 72' - - - - 80.0 100.0 - - - - - - 800 100.0 - - - - - - 80.0 97.4 80.0 100.0 - - - - 80.0 91.5 80.0 100.0 55 -1/2' 79 -3/4' 83 -1/4' Y6• 70.0 70.0 70.0 70.0 80.0 1000 - - 70.0 70.0 70.0 70.0 BOA 1000 - - 70.0 700 70.0 70.0 80.0 100.0 - - 55 -1/2' 79 -3/4• 83 -1/4' 38 -3/8• 70.0 70.0 70.0 700 80.0 100.0 - - - - 70.0 70.0 80.0 1000 - - - - 70.0 70.0 80.0 100.0 - - 55 -1/2' 79-3/4" 83 -1/4e 50 -5/8 70.0 700 70.0 70A 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 700 80.0 100.0 - - 55 -1/2' 79 -3/4' 83 -1/4' 63• - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100. - - 55-1/2' 79-3/4" 83-1/4' 74' - - - - 80.0 100.0 - - - - - - 80.0 88.2 80.0 100,0 - - - - 80.0 86.3 800 100.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XO OR OX JOIN AWL. ANCXOR a 4170. 879.E ENDS APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.( +) PRESSURE EXCEEDS 70.0 PSF ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 Em1r. AMMO WOAR :LA. PE if 98833 3 CON. 3338 JAN 1 4 2040 u z hp b 1 drawing no. W07 -28 sheet 3 of 8 ) DESIGN LOAD CAPACITY- PSF (XOX SUS) WINDOM DM. 9/0 SYEEI. REINFORCING WITH STEEL REINFORCING GLASS TYPE 'A• GLASS 'g' TYPES & 'g' GLASS TYPE , •t' GLASS TYPE 4 'c' WEAN NEX34T E10A +) 00.( -) EXT.( +) 9174 -) EXT4 +) INN.( -) EXT4 +) 674 -) 72' 84' 86' 108' T4' 70.0 70.0 70.0 70.0 804 1004 - - 70.0 70.0 70,0 700 801 100.0 - - 70.0 704 70.0 704 80.0 1000 - - 704 700 70.0 704 WA 1000 - - 72' 84' BB' 108' �• 70.0 70.0 7110 70.0 800 1004 - - 704 70.0 70.0 704 880 1010 - - 70.0 704 700 700 804 1004 - - 704 70.0 704 704 801 1010 - - 72' 84' 98' 108' �• 70.0 70.0 70.0 704 80A 100.0 - - 704 704 70.0 70.0 804 1000 - - 70.0 70.0 70.0 704 80.0 1004 - - 70.0 710 70.0 701 804 1000 - - 72' 84' 98' 108' eo• - - 700 70.0 80.0 100.0 - - - - 700 700 800 I00.0 - - - - 704 704 80.0 1000 - - - - 70.0 70.0 804 100.0 - - 72' 94' 98' 108' 72" - - - - 80.0 1000 - - - - - - 8110 1000 - - - - - - 804 100.0 - - - - - - 800 914 80.0 100.0 74' 108-1/4' 111' 28' 70.0 70.0 70.0 70.0 81.0 100.0 - - 710 704 710 70.0 80.0 100.0 - - 70.0 70.0 704 700 001 100.0 - - 74' *08 -1/4' 111' 38-3/8' 70.0 70.0 704 704 80.0 10110 - - 700 700 704 70.0 801 1010 - - 704 700 70.0 700 804 1004 - - 74' 108- 1/4' III' 80 -5/8' 70.0 70.0 70.0 70.0 80.0 1000 - - 700 70.0 70.0 70.0 004 1000 - - 70.0 700 70.0 70.0 80.0 1000 - - 74' 108- 1/4' 111' 83' - - 710 704 800 100.0 - - - - 704 704 804 100.0 - - - - 70.0 704 804 100.0 - - 74' 108-1/4' 111' 74' - - - - 804 100.0 - - - - _ - 800 918 804 1000 - - - - 800 88.1 800 100.0 III (1/31Y) (1/1‘7) (1/31 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH x0x 866 000L. ANCHOR AT 610. STILE ENDS DESIGN LOAD CAPACITY - PSF (XOX SIXES) WINDOW DIALS. 9/0 STEEL REINFORCING WITH STEEL REINFORCING MUSS TYPE 'A' GU5S TYPES '8'& 'D' GLASS TYPE , 'C' GLASS TYPE 4 'C' WIOTN HEIGHT EXT.( +) 14.( -) EXT.( +) INN.( -) EX1.( +) INN.( -) EXT.( +) - 191T4-) 72' 84' 98' our N' 704 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - 70.0 70.0 70.0 70.0 80.0 1004 - - 72' 84' 98' 108' 16' 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 70.0 700 70.0 70.0 80.0 1004 - - - - 70.0 70.0 001 100.0 - - 72' 84' 98' 109' 48' 70.0 70.0 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 1004 - - - - 70.0 70.0 80.0 1004 - - - - 70.0 70.0 80.0 1004 - - 72' 04' 98' 108' 00' - - 70.0 70.0 80.0 1004 - - - 704 70.0 804 100.0 - - - - 70.0 700 60.0 100.0 - - - - 704 704 80.0 100.0 - - 72' 84' 96' 108' 72" - - - - 80.0 1004 - - - - - - 804 100.0 - - - - - - 80.0 97.4 80.0 100.0 - - - - 80.0 914 80.0 100.0 74' 108 -1/4' 111' 28' 704 70.0 70.0 704 80.0 100.0 - - 704 704 700 70.0 80.0 100.0 - - 70.0 70.0 70.0 70.0 80.0 100.0 - 74' 108-1/4' 111' 38 -3/8' 704 70.0 70.0 70.0 80.0 1004 - - - - 70.0 70.0 80.0 100.0 - - - - 70.0 70.0 80.0 100.0 - - 74' 108-1/4' 111' 00 -5 /8' 70.0 70.0 710 70.0 80.0 100.0 - - _ - 704 70.0 80.0 100.0 - - - - 70.0 70.0 1110 100.0 - - 74' 108 -1/4' 111' 83' - - 704 70.0 80.0 100.0 .. - - - 704 70.0 80.0 100.0 - - - - 70.0 70.0 GOA 100.0 - - 74' 108 -1/4' 111' 74' - - - - 80.0 100.0 - - - - - - 004 812 80.0 1000 - - - - 800 88.3 804 1000 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH xox 4 APPLIED SILL RISER (ITEM 125) REQUIRED WHEN EXT.( +) PRESSURE EXCEEDS 70,0 PSF ONLY. WRH A00L AUGOR AT ATG. 8811 ENDS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 C&L � . 353 JAN 14 2010 PROMJCTREVISED reo sgl,fitgx06168PWrM8 RNs i gyp. - • C.12d4r1 Miami Malawi V Z 0 c drawing no. W07 -28 sheet 4 of 8 r — :1 MIAMI-DADE COUNTY APPROVED IIMULLION R MULLION ANCHORS SEE SEPARATE NOA SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES- W1 - 1" X 1/4° WEEPHOLES IN PAIRS (2) ON VENT AREA AT 2" FROM ENDS AND 26° O.C. (4) UNDER FIX. LITE AT 18° O.C. W2 = 1 -3/4" X 1/4" WEEPHOLES WITH NYLON BAFFLE (2) ON VENT AREA AT 15" FROM ENDS AND 24° O.C. (3) UNDER FIX. LTTE AT 16° O.C. ALTERNATE • • P ALUM PIATE I/8" X I -3/B X 2" LONG AT FIX. RML LOCATION IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING STo lEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACWG 1/4° DIA, ULTRACON BY 'ELCO' (Fu -177 KSI. Fy■155 PSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY fl4_SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 K51 MIN.) ALUMINUM : 1/8" THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULUONS (MIN. THK. _ .090°) (NO SHIM SPACE) TYPICAL EDGE D1STANC.E INTO CONCRETE AND MASONRY 1 -3/4° MIN. INTO WOOD STRUCTURE = I" MIN. INTO METAL STRUCTURE = 1/2° MIN. CONCRETE ro 3000 PSI MIN. C -90 HOLLOW /FlLLED BLOCK frn = 2000 P51 MOM. Enpr: ARSItMI %US Mi 11.4. PE MSS C� JAN 1 4 2010 PRODISCYREVISED Ascanlyb*g with the TIM& Aswan= NI* °. Z Q V 5 v cc drawing no. W07 -28 sheet 5 of 8 VENT WIDTH 1/4" MAX. I/4 MAX. OPTIONAL TO SPRING LATCH METAL STRUCTURE 2/ LATCH TYPICAL ANCHORS SEE ELEV. FOR SPACING WAM ? -DADE COUNTY APPR.D CUPPED MULLi SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPX:AL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. 5HiM STRUCTURE XO LAYOUT OX OPPOSITE VENT WIDTH VENT WIDTH 0.L. OPG. _� ii'- z ,.; 1 F 11^1 o ID - SCREEN OPTIONAL 0 1 � OPTIONAL TO SPRING LATOH 18 FH 5M5 2/ LATCH MSingingEgIRE 1BY WOOD BUCKS 0 D.L. OPG. 0 SCREEN OPTIONAh - - -- 1/4" SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 D.L OPO. REINFORCING BAR RECD. WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR WaY00W WIDTH CD o XOX LAYOUT PRODUCT REVISED saa1eF1ying aec�m•' Ptah% k k Ns - -21.11 Jii r. ', _1[ l gag drawing - -:' z q CC a aaaim� 0 6 4 E il a+ f J N Sal Z IN4 g §W n 4 L9 tc U Oi a,Um a Imo to : W07 -28 (sheet g of 8 ) 2.500 3.312 3.000 JL1.44J O1 FRAME HEAD 1.844 Q VENT TOP /BOTTOM RA)L JAMB STILE FRAME SILL Di MEETING STILE GLAZING BEADS (3/8" GLASS) .o90R.591r�j .81--r 1.177 12 I y. .0 1.177 .615 L_ .218 .184 -d O GLAZING BEADS (7/18" GLASS) GLAZING BEAD (LAM. INSUL GLASS) .082 260 .437 1.424 O StU. TRACK 078 .500 t .989 .178 SILL RISER 1.797 3.000 3.200 .937- .712 I 2.297 O FRAME JAMB (VENT SIDE) 1.872 1.248 r- 1.797-i r 3.000 L-- -2.688 -3.500 O FRAME JAMB (FM SIDE) .078_ 12 SPRING LATCH ITEI4 PART 1 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 S15201 1 FRAME HEAD 8083 -18 - 2 51W2D2 1 FRAME SUA 6083 -T6 - J 514203 1 SILL TRACK 6083 -18 - 4 589204 2 FRAME JAMB (VENT SIDE) 0083-75 - 4A 5151205 2 :RAMS JAMB (Fit SIDE) 6083 -15 - 5 5151208 1/ VENT FIXED MFG. RAIL 6083 -15 - 6 519107 2/ VENT VENT TOP & 9017011 RAIL 6083 -15 - 7 519105 1/ VEN1 VENT INTERLOCK 5083 -75 - 8 519109 1/ VENT VENT JAMB STILE 8063 -T6 - 9 519112 AS RECO. GLAZING BEAD (3/8" GLASS) 6083 -15 - 9.1 819128 AS REOD. ALT. GLAZING BEAD (3/8" GLASS) 6083 -15 - 9A 519108 45 REGD. GLAZING BEAD (7/16" G1A55) 6083 -T5 - 9.1A 519127 AS REOD. ALT. GLAZING BEAD (7/16" GLASS) 8083 -15 - 99 519117 AS RECD. GLAZING BEAD (NAM. 114•44.. CLASS) 6083 -75 - 10 938W as REGD. EXTERIOR GLAZING GASKET SANTOPRENE CENTRAL PLASTICS 11 519109 2/ VENT SWEEP LATCH - AT 15 -1/2" FROM EACH ENO 12 - 2/ VENT SPRING LATCH 6063 -T8 AT 15 -1/2" FROM EACH END 13 - AS REGD. FRAME & VENT ASSY SCREWS - 110 X 1 -1/2" PH 5195 14 - 4/ VENT FIXED RAIL SCREW - 112 X 4" PH 5MS 15 519207 4/ VENT ROLLER 440115I=G & GUIDE 0EU8N - 18 519208 2/ VENT ROLLER - BRASS OR ST. STEEL 17 519208 2/ VENT ROLLER PIN 5T. STEEL 18 - 5/ 0064. BAFFLE NYLON 19 - AS RECD. REINFORCING BAR (1/4" X 1 -1/4") STEEL - 20 0023201NG AS REDD. TOP & BUTTON RAN. WSTRIPPING - LILTRAFAB OE EQUIV. 21 93894. AS REGD. FRAME JAMB WSTRIPPING POLYPROPTLEIVE CENTRAL PLASTICS 22 - _ OPTIONAL SCREEN - 5 /18" 805 23 U4333 AS REGD. BULB WSTRIPPING - SCHLEGEL 24 5100113 - GLAZING I.EG SPACER SOFT PVC - 25 519211 AS RECD. SILL RISER 8083 -T5 - is GLAZING LEG SPACER SCALE 1.1 Eng.: ARC ROAR FLA PE 6 38883 CAN. SS.8 JAN 1 4 2010 z 8 0 14 1 droning no. W07 -28 (sheet 7 of 8 @ rfasi.0 21 LL 1'1 LLa��� iii 8 JN ' O .. a a O W g U)5 VENT TOP /BOTTOM CORNERS FRAME TOP CORNER FRAME TOP CORNER FRAME BOTTOM CORNER AT MOVING END PRODUCT REIVISED complyinwiet Mod*, Code IA. Amplame "" ±+itr FRAME BOTTOM CORNER AT FIXED END ANY 4 2010 • drawing no. W07 -28 (sheet 8 of 8) MIAMI• E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Ave., Suite # 102 Delray Beach, FL 33445 SCOPE: .z,iipd- Pal Ls, MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.GOV/buildinmode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "300 Stornisafe" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -49, series titled "S-300 Stonnsafe Alum. Fixed Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 05/18/07 with revision "D" dated 10/19/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, • "Miami-Dade g � state and following statement: County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 1021.13 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. 11 NOA No. 10-0715.03 Expiration Date: August 29, 2012 Approval Date: November 25, 2010 Page 1 SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07 -49, series titled "S -300 Stormsafe Alum. Fixed Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 05/18/07 with revision "D" dated 10/19/10, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram, Lab of South Florida, Inc., Test Report No. ATLSF 025 01 10, dated June 09, 2010, signed and sealed by Julio E. Gonzalez, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram, Engineering Testing Laboratory, Inc., Test Report No. HEprepared I -0 -4115, d ed April 09, 2007, signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under previous NOA No. 07- 0604.05) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 along with marked—up Cyclic Wind Pressure n M����' FBC, TAS 203 -94 Engineering Testing ��' prepared by Hurricane g Laboratory, Inc., Test Report No. HETI -07 -4111, dated January 25, 2007, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 07 -0604.05) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram, Testing Laboratory, Inc., Test Report ' prepared by Hurricane 09, 2007, signed and sealed by Rafael E. Droz—Seda, a, P H E. dated April (Submitted under previous NOA No. 07 -0604.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram, Testing Laboratory, Inc., Test Report No. HETI - 07-4 13, dated April 09, 2007, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 07 -0604.05) E -1 • Jaime D. Gaseo ., P. E. Chien Product Control Division NOA No. 10-0715.03 Expiration Date: August 29, 2012 Approval Date: November 25, 2010 SIW lmnact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4114, dated April 09, 2007, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 07 -0604.05) 7. 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 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -07 -4110, dated January 15,2007, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 07 -0604.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 06/11/10, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09-0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, no financial interest and complying with FBC -2007, dated June 16, 2010, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF- 0525.01 -10, issued by American Test Lab of South Florida, Inc., dated June 09, 2010, signed and sealed by Julio E. Gonzalez, P. E. Jaime D. Gascon, E. Chief, Product Control Division NOA No. 10-0715.03 Expiration Date: August 29, 2012 Approval Date: November 25, 2010 E -2 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory addendum letter for Test Report No. ATLSF- 0525.01 -10, issued by American Test Lab of South Florida, Inc., dated September 30, 2010, signed and sealed by Julio E. Gonzalez, P. E. 4. Laboratory compliances letters for Test Reports No.'s HETI — 07 — 4115, HETI — 07 —4111, HETI — 07 — 4112, HETI — 07 — 4113, HETI — 07 —4114 and HETI -07 -4110, issued by Hurricane Engineering Testing Laboratory, Inc., dated January 15/ 25 and April 09, 2007, all signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under previous NOA No. 07- 0604.05) G. OTHERS 1. Notice of Acceptance No. 09- 1021.13, issued to SIW Impact Windows, LLC for their Series "300 Stormsafe Aluminum Fixed Window — L.M.I. ", approved on 02/10 /10 and expiring on 08/29/12. E -3 Jaime D. Gascon, 'P. E. Chief, Product Control Division NOA No. 10-0715.03 Expiration Date: August 29, 2012 Approval Date: November 25, 2010 WINDOW WINDOW WINDOW WIDTH _. . WIDTH . WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SWIPE WITHIN SWAM OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROW THOSE SHAPES. 6" MAX. ANCHOR SPACING AT CURVED FRAMES 12' MAX. ANCHOR SPACING AT STRAIGHT FRAMES WINDOW WIDTH 4 1' 11 12' MAX. L HEM /SW SERIES 300 STORMSAFF, TYPICAL ELEVATION ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY 510E COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENURE STSTTM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING NIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING EMOTIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERWS INcLUORIG 8UT NOT LMOTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS or 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 6' MAX. HEAD /511 CORNERS THESE WINDOWS ARE RATED FOR LARGE & SMALL. MISSILE IMPACT. iSHUTTERS ARE NOT REQUIRED. Eng.. MOO AMMO CML FUL C PE j=MI CAM. 3176 r000uctorrios r. maestri los A',tP?st14 ii 0 0 (111ee1 1 of 6 • 1 AIM. GLASS 3/16' ANN. GLASS /6• �- MTERLAYER M �R % - J � '� I v DESIGN LOAD CAPACITY - PSF WINDOW DM. CUSS >,� A' CUSS 'TYPE 6 , C C> TYPE b' ¢ F + ~ E 0 \ \ SAFLEX 82 'swine 1 i� `(`( MC 6 I/O' ANN. CLASS ¢ . 0 n $ © 1 o , or I 'SOI.UTU' 3/16' ANN. GLASS A �V I Z F 0 "G FFFF�i Q. 8 8 �, Y < < g& +V�yy' 1 �/ L' R I g 0 RRR ::.iii 6MDTH LENGTH EIO.(4) 94T.( -) 957.(i) TNT.( -) EXT.(4) eel-) E70.(4) MT.{ -) 26-1/2- 32- 3, 4. 48' 53 -1/6' 26' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 1304 60.0 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 00.0 80.0 70.0 700 90.0 130.0 60.0 900 60.0 60.0 70.0 70.0 900 130.0 60.0 60.0 60.0 600 70.0 70.0 90.0 130.0 60.0 60.0 26 -1/2' 32' 37- 42' 48- 53 -1/6' 60.0 60.0 70.0 70.0 90.0 130.0 600 600 60.0 __ 60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 ry ry : ' • , �� 70.0 70.0 90.0 130.0 60.0 60.0 57.9 57.9 70.0 70.0 90.0 130.0 60.0 60.0 57.9 57.9 70.0 70.0 90.0 130.0 60.0 60.0 l L ,``I2-♦_ O / � CORNING 995 �. GLASS TYPE 'A' O © W GLASS TYPE COgNOiG 995 ' ' 57.9 57.9 70.0 70.0 90.0 1300 60.0 60.0 26 -1/2' 32' 32- 42- 48' 53 -1/6' 50-5/6' 60.0 60.0 70.0 ,_70.0 90.0 130.0 60.0 60.0 60.0 60.0 70.0 700 90.0 130.0 60.0 60.0 60.0 60.0 70.0 70.0 90.0 1300 60.0 600 23/64' OVERALL 29/64` OVERALL FOR LOADS LESS THAN OR EOUAL TO 70 PSF 1/6' TEMP. cuss MIN. GLASS BITE CAN BE 5/8 ". GLASS TYPES A. B & D. 1/4' AIR SPACE 3/16' H3. GLASS t/8' H.S. GLASS .090• MIERLAYER .090' 14TDEAYER 52.9 529 70A 70.0 90.0 130.0 60,0 600 Sri/ IMPACT WIN LLC. 1 975 S. CONGRESS AVE. 102 DELRAY BEACH, FL. 33445 7EL. (381) 274 -9392 FAX. (381) 274 -9282. J - - 70.0 70.0 90.0 130,0 60.0 60.0 - - 70.0 70.0 90.0 130.0 59.4 590 28-1/2' 32' 37' 42' 48' 53 -1/9' or 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.11 60.0 70.0 70.0 90.0 1300 600 60.0 60.0 60.0 70.0 70.0 90.0 130.0 600 60.0 - - 70.0 70.0 90.0 130.0 60.0 60.0 - - 70.0 70.0 90.0 1300 60.0 40A - - - - 90.0 130.0 - - 26-1 /2' 32' 3r 42' 46- 53 -1/6' 74 -1/4' 600 60.0 70.0 70.0 90.0 130.0 60.0 600 I + O IP GG SENTRYGLAS or ' PLUS DUPONT' • 3/16' H.S. GLASS ��0 \ .q S I1 FE'3f OD SENTRYG BY 1 f t AS PLUS 'meow I/O' N.S. GLASS r 0 - - 70.0 700 90.0 130.0 60.0 60.0 , - - 70.0 70.0 90.0 130.0 60.0 60.0 - - 70.0 70.0 90.0 130.0 - - - - - - 90.0 1300 - - - - - - 900 130.0 - - 29-1/• 32' 37' 42' 48' /6' 53-1 50.0 600 70.0 70.0 90.0 130.0 60.0 60.0 - - 70.0 700 90.0 130.0 600 600 - - 70.0 700 900 130.0 600 600 L_ - - - - 900 130.0 - - 6 1IL {� 88 k 8 if I 0 f. 90.0 130.0 - - - - 00.0 150.0 - - � � i „c Co IT-11 i(T�� u GLASS TYPE ��� 1� DOW CORNING 995 0 OOZY CORNING 995 'C' GLASS TYPE '8' 26 -1/2' 32- 3r 42' 53 -1/6- 64' 50.0 W.0 70.0 700 00.0 130.0 QOA QOA - - 70.0 70.0 90.0 130.0 600 60.0 - - 70.0 70.0 90.0 130.0 60.0 60.0 - - - - 60.0 t30.0 - - 7/19' OVERALL 11/16' OVERALL • E.1. DUPONT DE NEMOURS & CO. INC. I - - - - 90.0 129.4 - - q ' 'I�j �irT7 26 -1/2- 32- 37' 42' 46' 53-1/8- 96' - - 70.0 70.0 90.0 130.0 60.0 60.0 - - 700 700 90.0 130.0 60.0 600 - - - - 90.0 130.0 - - - - - - 900 126.6 - - - - - - 90.0 119.5 - - - 6 1 r L GLASS CAPACITIES ON THIS SHEET ARE ..____ -_. -- _ • < m n e - - 90.0 111.8 - - a $ �, 26 -1/2 3 42- tor - - - - 900 130.0 - - J s - - -_ -_ _� G U S T S ) . -i^pr dwAO 04446 OVa HCA N.35 �Y . . :RORUCT4Rv 4Y1�pGeri!lIIW l�Aateel�N� ::-..lt./...P..., d��tiJ - - - 90.0 1300 - - - - 00.9 1223 - 26-t /r 32' 32- 42' 120- - - - 90.0 1300 - - - - - - Sao 130.0 - - MID VID9N AND LENGTH D*11ENSION5 CAN BE ORIENTED VERTICALLY 0 6 110RROM4LLY AS 940403 A9OVE. 7 [Arowing no. [ W07 -49 - - - - 900 130.0 - - - - - 50.0 - 1124 - -. i"-'7-, 26-1/2' 32' 37' 126• - - - - 90.0 130.0 - - - - - - 90.0 150.0 - - - - - - - - 90.0 130A - - 117 �V I I \ -IF ■ + �� DESIGN LOAD CAPACITY - P57 DESIGN LOAD CAPACITY - PSF 7171001 DINS. 0IASS TYPO 'A' CUSS TYPE It MASS TYPE 'C• MASS TYPE b' 1119007 MS. 64193 TYPE 'A' MASS TYPE '6' MASS TYPE 'C CLASS TYPE it °j f i *OTN wars Ergs.) MI.( -) E10.( +) 947.( -) ErT.(+) 01g-) Ergs) .(-) j ; 1 C F E S g FI O• 90161 LEIIGTN ESI.(4) 911,( -) EOT.(4) 911.( -) and +) 9474-) E1I7.(+) INT.( -) 24' 30' 36" 42 49- 54' 60" 66- 7Y 7Y 98- 6011 as 60.0 70.0 70.0 900 130.0 60.0 60.0 24" 30' 36' 42- 46' 54' 60' 66' 72- 78• B4• 66 36, 600 60.0 700 70.0 900 1300 60.0 60.0 . 10.0 60.0 60.0 60.0 70.0 70.0 900 130.0 60.0 600 000 11:011112.1111211 1206 - - 600 60.0 70.0 70.0 90.0 130.0 60.0 60.0 - - - 90.0 60.0 50.0 70.0 70.0 90.0 130.0 600 60.0 _ _ _ 00.0 119.5 - - 60.0 600 70.0 70.0 90.0 130.0 60.0 600 - - - 70.0 70.0 - - 60.0 60.0 70.0 700 900 130.0 60.0 600 - - 700 70.0 - - 600 60.0 70.0 70.0 900 130.0 600 60.0 - - io o 70.0 - - - - - - 70.0 70.0 600 600 - - 700 70.0 - - - - 700 70.0 60.0 600 - - 69.6 69.6 - MIL vrtoof No LENOIR NWERSIONS WA BE 0116147E0 VERTICN.LY OR 110111ZONTALLY *5 SIAM MOVE. FOR LOADS LESS THAN OR EQUAL TO 70 PSF MIN. CLASS B1TE CAN BE S /S•. GLASS TYPES A. B & 0. NOTE GLASS CAPACITIES ON TM SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). _ _ _ _ - 700 700 60.0 00.0 - - - - 70.0 700 eon 60.0 24" 30' 36' 42' 46• 54" 60" 66- 72" 106" 70.0 700 90.0 730.0 600 - - 900 130.0 - - - - - - 700 70.0 - - - - 900 130.0 - - 24' 30- 36' 42' 46- 54- e9- 66" 72' 7e- 6P 6D• de. 60.0 600 700 70.0 600 130.0 60.0 60.0 - - 900 122.5 - - WA 603 70.0 70.0 90.0 130.0 60.0 600 - - 700 70.0 - - 60.0 60.0 70.0 700 900 130.0 50.0 60.0 - - 700 70.0 - - 519 52.9 70.0 70.0 90.0 130.0 600 600 - - 70.0 70.0 - - 46.3 46.3 70.0 70.0 90.0 1300 60.0 60.0 - - 70.0 700 - - - - 70.0 70.0 600 1300 _j 60.0 60.0 _ - - 69A 690 - - - - 70A 70.0 90.0 130.0 60.0 60.0 24- 30' 30" 42- 46 54- 60' 120• - 70.0 900 130.0 600 60.0 - - - - 70.0 70.0 - - - - 90.0 130.0 - - - - - - 70.0 70A - - - - 900 130.0 - - - - - - 70.0 70.0 - - - - 90.0 112.4 - - - - - - 70.0 70.0 - - - - 70.0 70.0 - - - - - - 70.0 70.0 - _ - - 70.0 70.0 - - 2C 30' 36- 42' 46• 54- 60• 66- 76- 64• ea' ea' �_ 60.0 60.0 70.0 70.0 900 130.0 60.0 600 - - 700 70.0 - - 60.0 600 70.0 700 60.0 1300 600 60.0 24- JO' 36' 42- 4e' 54' 60• 126" - - 90.0 130.0 60.0 600 60.0 600 70.0 700 900 130.0 600 , 600 eaa aaa aaa 1+� �7�� mme '. 0E - - 70.0 70.0 900 130.0 600 640 - - 700 70.0 90.0 1300 600 60.0 ' - - - - 66.5 127.9 - - 700 700 _ _ _ _ 79.7 Iti1 - - 700 700 - _ _ _ _ 700 70.0 - - 70.0 - - - - - 70.0 700 - - - - - - 70.0 700 - - 21' 30' 36' 42- 46- .y4- 13Y 70.0 70.0 - -. _� 70.0 'm.0 I Q 36 Pal jj . R _ _ _ _ 700 711.0 - - 700 700 - - - - - 700 700 - - - 700 700 •- - 24' 30' 30• s2- 46' 54_ �. 66- 72• 76• 64- es" 7J' 60.0 60.0 70.0 700 10.0 130.0 600 60.0 - 70.0 10'0 - - 900 60.0 70.0 700 60.0 730.0 60.0 60.0 _ - - 70.0 700 - - - - 70.0 700 900 130.0 60.0 600 24- 30' JO' 42' 46' 54' 13Y - - - 70.0 700 - - - - 700 70.0 90.0 130.0 600 600 - - - 70.0 70.0 - - - - - - 900 130.0 - - - - - - 66,5 127.9 - - - - - 7110 70.0 - - - - - 79.7 715.1 - - - - - 70.0 70.0 - - 01 � - - _ - 700 70.0 - - - - - - 70.0 700 - - _ _ _ - 70.0 700 - - _ - _ _ 70A 700 - - 24' 30- 3s- 42' 46- 144' - - - - 700 763 - - - - - - 70.0 700 _ - - - - - 70.0 70.0 - - - - - - 70.0 70.0 - G < m o a - - - - 70.0 70.0 - - - - - - TD0 7A - - 24" 30- 36• 42' 46• 54" 60- 66• 76 64• e6' 84• 60.0 60.0 70.0 70.0 90.0 130.0 600 60.0 - - - - Rio 70.0 - - 1 8 $ rt. 4 i 8 g - - 70.0 70.0 900 130.0 60.0 600 - _ _ - 700 711.0 - - - - 70.0 70.0 10.0 1300 WA 60.0 54' 24• 30' 36' 42" 46- 150' _ _ - - 70.0 70.0 - - _ � MOW COAL FLA / 70592 CAA. 3539 �4�, w6� 1PROMOL1' �4 08, - - - - 900 130.0 - - - - - - 70.0 70.0 - - - - - - 90.0 130.0 - - - - - - _ - - - - 863 tiL9 - - - - - - 700 70.0 _ _ - - - - 79.7 115.1 - - - - - - 70.0 70.0 - - �. .6#4. i - - - - 70.0 70.0 - - �,O drawing 00. W07 -49 - - - �� �s - - a=- - - - - 64.6 64.6 - - (thee, t 3 of 6) - - - - 640 64.6 - - Fr r� 0 'r 'r CO -- - - - - -- --1076 (►wLn -pADE raIIN7r APPROVED 11 j I MUWON & MULuON ANcHoRs r • SEE SEPARATE AMA ;r r, r r, ,r remit ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: HE aEV. FOR SPACING 1/4" DIA. ULTRACON 9Y ELCO' (F..1 TT KN. F -Iss 102) INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCRIMS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1 /B" THK. MIN. (Fy • 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8083 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PNNTEO) 11 50 OR SE F 11 SCREWS (GRADE 2 CRS) INTO MIAMI -DAVE COUNTY APPROVED MULLIONS (MIN. THK. (NO SHIM SPACE) DECALF.Drif.1211ME INTO CONCRETE AND MASONRY = I -1/2- MIN. INTO W000 STRUCTURE 3/4" MIN. INTO METAL STRUCTURE m 1/2" MIN. CONCRETE AT HEAD. SILL OR JAMBS Pe . 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS Pm . 2000 P51 MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRC. SMALL JOINT SEALER. Env: MAO *MAO RA. t3W PE 170392 CAN. b33 TYPICAL ORS SEE ELEV. . MO FoR SWING EXTERIOR WINDOW MOTH TYPICAL ANCHORS SEE ELEV. FOR SPASM t/4 MAX. I /a' wr. SHIMS t/1' SHAM TYPICAL ANO+ORS MAX. SEE ELEV. FOR SPACING EXTERIOR 2.906 -6 FRAME .050I I L1.117.1 FRAME COVER (OPTIONAL) y.ss1� .812 L .194 --7 .050 1.1n GLAZING BEADS (7/16" GLASS) 3 .045 .912 1.177 .288 .644 1512 Dso 1.177 .1154 GLAZING BEADS (5/16" GLASS) 369 I r .812 .050 1.177 184 GLAZING BEAD (INSUL. (AM. GLASS) GLAZING LEG SPACER SCALE I:I 17E11 PART I DESCRIPTION MATERIAL IWNP. /SUPPLIER /BBYARES 1 915301 s 88x101/ 711A81E 6063 -76 - 2 911003 4 max COVER (■PTION43.) 6063-76 - 3 58106 • 81A2610 0840 (7 /le' GoA45) 6063 -76 - 3.1 SM127 4 ALT. 01.12130 MD (7 /1e• CLASS) 8063 -76 - 34 915112 4 81.bRG BEAD (5/16' GUM) 6063 -14 - 3.18 0020 4 ALT. OIAZN0 BEM (5/16' 81*39) 9063 -76 - 3.2 $5018 4 GLAZING BEAD (*6UL. Lai. 01435) 6083 -0 - 4 110 X 1 -1/2' 2/ 805525 AS$OrBI8 SCRENS CAS PN 5469 5 9385 As REOD. EXTERIOR GLAZING GASKET (0111131•E9ER 485) SANTOPRENE CENTRAL. MSTICS 6 518113 AS REGD. OI4290 LEO SPACER (DUROMETER *65) SANTOPRENE CENTRAL PIASTIS 7 - 2/ LITE SETTING 89.006 (110O10769 987) EPDM - TYP. CORNER DETAIL (eon WAD 3512.60 NA PE / 70592 CAN. 3538 ROINICTRBVINlp as.eapK�(sq 151513 6119n� , pie 7 • i • Aza, z�t -s • Di • Fadetl04e9A Z 0 II I zg r X31 1 3I 1 Sig �j r2 rs- drawing m. W07 -49 sheet 6 of 6 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Pella, IA 50219 SCOPE: 6 ,9 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.sov/buildimd This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control 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. BORA 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 "SH -700" Aluminum Single Bung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises Shall Be Required at installations above 30 Ft. above ground. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the . manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0322.06 and consists of this page 1 and evidence page E -1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 11-0128.03 Expiration Date: March 23, 2016 Approval Date: March 10, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. " Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #07- 0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #07- 0322.06) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NDA #07- 0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #07- 0322.06) E -1 Manuel Pere Product Control xam er NOA No. 11 .03 Expiration Date: March 23, 2016 Approval Date: March 10, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and seated by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum single hung window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 8. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -4650, dated 08 /11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4649, dated 08/11/05, signed and sealed by Edmundo Largaespada (Submitted under previous NOA #0S- 1018.01) E -2 Manue Perez, . Product Control Exa NOA No. 11-01 ' 3 Expiration Date: March 23, 2016 Approval Date: March 10, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 10. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL -4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2007, dated 12/18/06 and 1/11/11, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTM E1300 -04. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11 /11. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for their "Saflex LUG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 01/11/11, signed and sealed by Robert L. Clark, P.E. G. OTHERS 1. Notice of Acceptance No. 07- 0322.06, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 06/07/07 and expiring on 03/23/11. E -3 Manuel P ^ E. Product Control er NOA No. 11-0128.03 Expiration Date: March 23, 2016 Approval Date: March 10, 2011 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6118" LAMI CONSISTING OF (2) LJTES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIICEEPSAFE MAXIMUM PVT INTERLAYER. B. 5116° LAMA CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) UTE OF 1/8' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. C. 6/18° LAMI CONSISTING OF (2) LITER OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFIJEX/KEEP$AFE MAXIMUM PVB INTERLAYER. D. 7118° LAMI CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 718' LAMI CONSISTING OF (1) LATE OF 3/18' ANNEALED OLAST AND (1) LATE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB. F. 7/16' LAMA CONSISTING OF (2) UTES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX1KEEPSAFE MAXIMUM PVB INTERLAYER. 0.13116' LAMI ID: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6118' LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITHA .090 DUPONT BUTACITE OR SAREXIKEEPSAFE MAXIMUM PVB IN IERLAYER. H. 13/18' LAMA 10: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 816' LAMI CONSISTING OF (1) UTE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVT INTERLAYER. L 13/16' LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 016° LAMI CONSISTING OF (2) LTTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN A80 DUPONT BUTACITE OR SAFLEX1KEEPSAFEMPXIMUM PVB INTERLAYER. J. 13/16' LAMI 10: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18° LAMI CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. K. 13118` LAMA IG: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718' LAMI CONSISTING OF (1) LATE OF 3118' ANNEALED GLASS AND(1) UTE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLETUKEEPSAFE MAXIMUM PVB. L.13/18' LAMI 1G: (1) LATE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OFSIIG' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. ®M. 13118' LAMA IG: (1) UTE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 8/16' LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVBINTERLAYE R 2. CONFIGURATIONS: 'OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES. SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSTTiVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4&05, FTL- 4848. FTL-0847, FTL.4648. FTL4849, FTL-0 850. FTL- 4651. FTL-4723. FTL -4957, FTL-4968 AND FTL -8083. ANSUAF&PA ND8.2001 FOR WOOD CONSTRUCTION AD61-2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION 614700, ALSO REFERRED TO AS SSIT01. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY I HURRICANE ZONE (HVHZ ). NOA DRAWING MAP SHEET GENERAL NOTES .. ...... »».1 GLAZING DETAILS...„....... 2 DESIGN PRESSURES...._ 3 ELEVATIONS ...... 4 VERT. SECTIONS.. 5 HORJZ. SECTIONS_5 PARTS LIST -.» ...... ». 8 CORNER DETAIL. .» 7 8-11 8-11 Ie Oxb Me l seltic I 4aroaece K0 1010 . ,,..,. fct [• yr: ..1t.� ADD F2.112870 NOTE 7. 1, NOKOMIS, Pi. 84108 PAb9 XIM N0K01118. FU SON Visa. &nor GENERAL NOTES Al UM. SINGLE HUNG WINDOW IMPACT works* r.e erc wrrr+Si a,e 8Ji740 NTSI 1 d 11 r 4040-20 13 Robert L ask *. P.E. PE 109712 112' NOM. GVASS BITE or ANNEALED OR HEAT STRENGTHENED GLASS OBO SOWTIA OR DUPONT PVB INTERLAI/ER 118" ANNEALED OR HEAT STRENGTHENED GLASS 8(18° NOM. 5/18" LAMINATED GLASS (86,87,88 or 92 1/2" NOM. GLASS BITE A NOTE: LAMI ID OUTBOARD LITES MAY. BE UPGRADED TO 3118° WITH NO CHANGE B1 DESIGN PRESSURE. EXTERIOR MBE, (AU. SECTIONS) 3118° ANNEALED OR HEAT STRENGTHENED GLASS 000 SOLUTIA OR DUPONT PVO SITERLAYER 3(18" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2° NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 1090 SOLUTIA OR DUPONT PVB 114TERIAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8/18' LAMINATED MR SPACE OR HEAT STRENGTHENED GLASSA 13(18" NOM. 13/18" LAMI IG GLASS W1 5/18° LAMI 3(18" ANIEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTER LAYER 3/i8'ANNEJLLED OR HEAT STRENGTHENED GLASS 7(18° LAMINATED AIR SP 1 kiEATSTRENGT HENED GLA93� 13(18` NOM. 13118" LAMI IG GLASS W/ 7/16" LAMI ItODIICT REMOVED aatwa a thD De. : ni • • model, tue RIC lVta08 war f/rwO A� A� ADD I/BMP2 70IMMAWI.& GLASS (MNA LAM 110AlOTE NOCHANGETHIS NEE 2/20/87 WO TECHNOLOGY IlliVEI NOKOMIS, FL MTh P.� 16ti tlOI I PL54274 FIGT Vt1 Brew GLAZING DETAILS ALUM. SINGLE HUNG WINDOW. IMPACT usr.re 811708 Isuildi L� a 11 1173 3// Robot L. CO. P.E. PE ISO714 etuature 111 FLANGE OR INTEGRAL FN WINDOWS W/ HIGH SILL OPTION BASED 014 FLANGED WINDOW TIP TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 83" 68" 68" 70" 72" TABLE 1. 74" 78" 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 80" 82" A,B,M A,B,M +80.0 -80.0 +80.0 40.0 +80.0 ▪ 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 +80.0 •80:0 +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +78.8 -78.8 +77.3 77,3 +75.9 75.9 531/8" UP TO 531/8" A,B,M B +80.0 -80.0 +80.0 -80.0 +79.8 79.8 +78.2 -78.2 +78.9 78.8 +75.4 -75.4 +74.0 C,D,E,F,G,H,LJ,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 _ +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -74.0 -80.0. STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 318" 44" 80 68" or 72" 74" 78" or A,B,M +80.0 -80.0 +80.0 80.0 +80,0 -80.0 +80.0 -80.0 +700 -70.0 +70.0 -70.0 +70.0 -70.0 80" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 8? A,B,M® +800 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.9 +70.0 -70.0 +88.8 48.8 +87.8 -87.8 531/8° A,0.MA +80.0 -so.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +88.0 +88.7 436.7 +80.8 85.5 UP TO 53 Mr C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 ;.0 +80.0 40.0 +80.0 -80.0 +70,0 _-88.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW &'RADIUS TOP FLANGE OR INTEGRAL FN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS BASH HEIGHT (MAX. WINDOW HT. WI BASH - 78" FLANGED ANON" INTEGRAL FIN) WIDTH 1 OLD TYPE 53115" 1 D,E,F,J,K,L TABLE 3. 171/8" 2211/18° 28 3/18" 333/4" 38 8118" 4413/18" 60 98" 1515/18" +80.0 1 -80.0 I +80.0 -80.0 I +80.01 -80.0 I +80.01 -60.0 I +70.0 1 -70.0 +70.0 1 -70.0 I +70.0 1 -70.0 t +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/18' LAMI - (1/8"A,.090,1/8"A) FTL4847, 4848, 4723, 4957 B. 5/18" LANG - (118"A,.090,1 /SINS) F1L4847, 4848 C. 8/18' LAMI - (18' Hs..090.1/8"H8) F n.4847, 4846 D. 7/18' LAMI - (3(18'A,.090, 9/18'A) FTL41345, 4885 E. 7/18' LAMI- (3/18'A,.080, 9N8•HS) FTL4845 F. 7/18" LAMI - (31181HS..090. 3/18°HS) F1L4845 G.13/181 LANK; - 1/8°HS, AIR SPACE, 5/18° LAMI - (1/8'A,.090,1t8"A) FTL4848, 4723 H. 13/18" LAMI K1- 1/8.18, AIR SPACE, 5/18" LAMI - (1/8"A,.090,1/8'HS) F1L4848 L 13/18" LAMI Kit - 1B°HS, AIR SPACE, 5118" LAMI - (1/8°HS,.090,18'HS) FTL4846 J. 13/16" LAM11G - 1/8'48, AIR SPACE, 7/18' LAMI - (3118'A,.090, 3/181A) F1L4849, 4850 K. 13/14" LAMI 10 - 118"HS, AIRSPACE, 7/18" LAMI - (3/18'A,.090, 3/18918) F1L4849. 4150, 4858 L 13/18° LAN01G - 1/8"HS, AM SPACE. 7/181 LAMI - (3/18963,.080, 3118115) FTL4649, 4800 M. 13116" LAMI Ki - WA, AIR SPACE, 5118° LAN) - (t8"A „090, 181A)A F745083 I •O" MEETING RAIL "0" MEETING RAIL 'Cr MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2, FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP-TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 1258• MINIMUM TO 38° MAXIM UM.A ® WIT. MINUS SASH • ; 361 ;4719. N"ddlb5 tide IWO= mar F,Kry, tisFJc 1 EWE, bare ANSIMINIO A l 1 roAs28Esppp•g¢RBYOVFBOAY HrPE TANE CUsiONFORAMTVP0. A006R.Hit ~alarms ADD FRM4723 70 GRABS 7YPESAAt1D a audoiss ma I ttit0106YORN8 10310411, 3076 P.O. WINO 11C1 Fl.$0T4 IRGT IZO>/j Better DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT woo 1 NTS1 9 + 11 I 4040.20 B 4 /07 Robert L Chuk, P.H. PE R39P12 SWabad 49 818' MAX. FBIED DLO (AU.) 83118' MAX. FLANGED I WIDTH 821/8' MAX. F. WIDTH M SEE DID TABLE I. = %% I n HE! a SEE DLO ® TABLE 78' FLANGED SEE DLO TABLE (MAX) 481/4' MAX. VENT DLO (ALL) DETAIL A . 1/1 78° LF. HE c HT ® SEE DLO TABLE SEE DLO TABLE SEE DLO TABLE 8 DETAIL D VIEW (CUSTOM SASH) 20° SASH HEIGHT DETAIL B VIEW (STANDARD SASH) 78° FLANGED HIE HT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON ATHREE OVER TWO FORMAT. DETAIL C RADIUS TOP (STANDARD SASH) _- -al. YLIO OPENING DETAIL "Ill. 11 LOW = i HIGH 8Q.L 0 IDEA U151511 ME= Nana ODIUM IC= 112Elai II WI v 'qv rim 8211118• ©MAKA 5 5/18° 7 LOW H DETAIL BILL Sp:L ISMMil MIL= IRMA WI NIL= NUS/ ILEMII are FFri 1VISAB aware. B rawer tams Fi 1 Oda awwae A as male ADD INT R A F04 BE)VERSION, CH NOT TS.ADD NOTE 4. NOCHANGB TM SHEET w7a1EIMOLOoYDRIVE NDIW EE,Rd67E PA 14154 riEra4 ELEVATIONS ALUM. SINGLE HUNG WINDOW. IMPACT woo I NTS 14 • 11 1 4040- J 8 //A-- ROWEL Owk, P.E. PE 039712 BNedeaal NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERUNE OR OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SASH. MAX. VENT DAYUGHT OPENING INSIDE INSIDE NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT MAX. FQ® LITE DAYLIGHT OPENING 2.71IT MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS® MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING Acceptance lisptrattes Dab HIGH SILL mi I�;;. -_ (' 0 0 (LOW say SEE NOTE ABOVE ©0 0 famdlbs Dad Pilo DUCTREV FP • esizieZwititik Pluia 2011 SECTION B-B (LOW SILL SHOWN) ULTRALIFT ONLY 2848' (HIGH SILL) x� oria IVISCI Reikro ADD LA13E077 N8 CONWLIDMERAL. COMPONSVIV aunaa Dam FJC A am ramp OPICIE 1788 MEW ALTERNATE HIGH SILL 1W07EC1140100YORM NOKOMIS awn P.O./Qx16A RaRaaasPLS 74 ULTRALIFT ONLY SECTIONS SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) ALUM. SINGLE HUNS WINDOW, IMPACT I 1 SHIM WY 8 - 11 1 � 404020 19 Robert pink, P.E. PE 139712 86uaNaaa ITEM DWG, 1 4002A 2 1155 3 40030 5 1628 8 4004 7 4028 8 4025 9 4028 10 1080 11 12 13 1088/1086 15 18 1080-1 17 4053 18 4029-1 19 21 40640 23 40060 25 1235 28 1086 PGTt1 FLANGE FRAME HEAD 812225 48X1.000 QUA) PN. SINS 781PQA FLANGE FRAME SILL (LOW ELL) 612228 ADHESIVE OPEN CELL FOAM PAD 7PAD1896 FLANGE FFUWE JANE 812227 SASH STOP 812244 SASH STOP (EGRESS) 1.125 LONG 612244 SPRAT. BMANCE, 3/8", 618", OR 11/16" BALANCE COVER, 318° OR 818 66ALCVF 918 08X.760 PH. PN. SWB 7834AA BALANCE 601701A BRACKET 7BALTBKT SASH TOP GUIDE 42504 18X1 PHLLPS FLAT HEAD S. STL 78XIFPAX BALANCE COVER, 11/16" 68ALCVR870 BASH STOP COVER 84063 SASH BRACKET 7ULSRKT 9832 X12° LG. PH. FH. TYPE F S. STL 7832X12FPFX FRED NB:EETING RAL 640540 A SASH TOP RAL 64008 IASTP.„170 X 270 BACK, FIN SEAL 878180 SWEEP LATCH 71096 27 28 30 31 34 37 38 41 42 45 46 47 48 49 82 53 1018 4007 1228 4008 1288 1822 1052 1224 1226 4038B 4044B 4222A 9880 4087 4071A 4072A 4073A 40749 4009 1088 #8 X.626 PH. FL. SPAS 7868 SASH BOTTOM RAIL (LOW S&L) 612230 . VYSTP.. BULB VINYL. 817249 SASH SIDE RAIL 612231 SASH FACE GUIDE 42501 LAM SETTING BLOCK 3/32° X28164 °X 1° 71622K LAMA 10 SETTING BLOCK 1 "X3/4" X1/16" 71052K W'M GLAZ BEAD BULB (THICK) STP247WK 1 GLAZ BEAD BULB (THIN) 8TP248K G1AZAIG BEAD, 8 /18 LAM QLASS. 840398 GLAZING BEAD, 6/18 LAMB WERU KIT 644703 GLAZING BEAD, 7118" LAWS 64222 GLAZING BEAD, 7/16" LANG VNALRLL KIT 8985 GLAZING BEAD,13118LAMI LG. 84087 FRAME, I.F. HEAD 64071 FRAME, LF. LOW SILL 84072 FRAME LF. HIGH SR L FRAME, LF. JAMB 64074 SLL LATCH (EGRESS) (LOW SILL) 784009 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 58 1630 SCREEN CORNER KEY WIRINGS 71630 67 1631 SCREEN CORNER KEYWOUT RINGS 71631 88 1073 SCREEN SPRING 7CASP 59 1 1624 SCREEN SPLINE -.136 DIA FOAM 61824K RBI DI NG I DESCRIPTION AGM 80 1638 SCREEN SPLINE -.138 DIA. HARI) 61838K 81 SCREEN CLOTH 61816 63 808 GLAZING CHANNEL. (888 X.800) 6833402 84 1161 118 X1.000 PH. BUGLE TEK 706X1 87 GIAZINGTAPE,1118 X 12 -7 /16 LAM 82131/1510 88 4051A SASH BOTIOMRAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SLICONE. DOW899, 698 OR EQUIV. 80 A GLA88 8116° LAWA, (1/8A,.090 PV8,118"A) 61 B. GLASS, 5/16" LAM, (1l8 "A.090 PV6,1/13"HS) '82 C. GLASS, W16° LATE. (1/8"HS,.090 PVB,1/8i48) 83 D. GLASS, 7118" LARD, (1/8"A,.090 PVB,1/8A) .84 &GLASS,7MP LAX (1/8i4JB0P 8,1/8"HS) 85 F. GLASS, 7118" LAM. (1!8418,.090 PVB,1A8HS) 88 G. GLASS, 13/16* LAME; 1/81413, MR SPACE, 6118" LAPS, (1/8°A.090 PVB,118"A) 87 H. GLASS, 13116" LAM! E;1/8"HB, AIR SPACE, 6/10° LAM. (118"A.090 PV9,1P°HS) 88 L GLASS, 13/18° LAR91G;1B'HS, AIR SPACE, 6118° LAMA, (1I8"H0„090 AWL VMS) 89 J. GLASS, 13/16°LAM 117411814S, MR SPACE, 7/18 LAMB. (3/16"A.090 PVB.3/18A) 90 K. 0168.13118 LAM 10 1/8'HS, AR SPACE, 7/16" LAM. (3M6"A.080 AMNIONS) 91 L. GLA80,13H8" LAM 10 118148. AR SPACE, 7118" LAM, (3/18HS „090 PV3,3118"HS) 92 ML GLASS, 13/16” LAM 10;118 "A AIR SPACE, 6/16" LAYS, (118"q 090 PU11.1/8'P ) , 47 FRAME, I.F. HEAD 34071A, 6083 -78 FRAME, .F. LOW SILL #4072A,6083 -TB 2374 --+ .082 NOM THICKNESS O FRAME. I.F. JAMB (L)FRAME. .F. HIGH SILL ® #4074B, 608316 ® 14073A, 6083 -76 ABED AS RADIUS TOP HEAD) RwYen" FX x°" mar INDIAN V 4= mow Rears A � MN SZ D AB FA 13 . NO MAME THIS SHEET ammo NNW J"L Flame° PA.13QR 1SA lOWN&FL4074 BST PARTS UST ALUM. SINGLE HUNG WINDOW, IMPACT Viably Better ' kbeale stow NTS ( B+ 11 1 404040 I B 0 %/7 Robert L ask P.9. PE 439112 Stunt ru 1 FLANGE FRAME HEAD #4002A.808348 2.710 6 FLANGE FRAME JAMB 84004, 8083-T8 (USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL 84064A, 8083HD -To .062 2.830 1 O FLANGE FRAME SILL (LO 840030,8083 -78 . L f •- 1.613+1 .738 "T .l° I-f OSASH STOP 17 SASH STOP COVER 84026, 8083-76 84063, 8083-T8 r--- 2.278 T 1.707 23 SASH TOP RAIL 840080,6 3HS-T6 Imo- 2.764 —"-I O FLANGE FRAME SILL (HIGH) 84050A, 6083-T8 ® I.F. FRAME SEALANT ALONG ENTIRE JOINT - II I.F. FRAME© I' 11111 4 — 6 or 50 8 or 50 � �� ., �.II(fy I i�i� III I SEALANT OR GASKET AT HEAD AND SILL VIEW D-D VIEW E -E (1H & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) -- 1 1.186 r .878 --r 1.3491 41 GLAZING BEAD', 5/18° 840398,6083 -TB 0 SASH S DE RAIL 84008, 6063-78 28 SASH BOTTOM RAIL(LOW) 84007,6063 -T6 O SASH BOTTOM RAIL NIGH) #4081A,6063 -TB x-.050 II I! .878 1.� �Yr�s{��ss ® GLAZING BEAD 7/16" 44222,6083 -T6 T Q GLAZING BEAD, 7/16" 88880,6063 -T8 (USED Wr GRILL 101) .080 .� .67e 1.0901- - I GLAZING BEAD. 5/16' 440448,6083 -T8 (USED W/ GRLL KIT) GLAZING BEAD, 13/18" IG 44067,8083 -T6 Arndt* tw PX eme"1 LlawAr Odic FA WM PX gag A A 7r - .71.'x, ANDUPGROE1172421 ALLOY. toward CNANGE7I6BHEbT two Jd Y1,107 1070MOMMOLIA YERIVE NOKOMIS, PL84/E PN, R.W4 BUT VisSilyBetter EXTRUSIONS $ FRAME CORNER DETAIL ALUAL SINGLE HUNG WINDOW, IMPACT ° ammo 1 Half I 7 a 11 I� 4040-20 16 ANCHOR SUBSTRATE: QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28. 603 34.603 40.603 48.603 52.603 68.603 64.603 76.000 ANCHOR T Y P E - - - , . . 0 sN^aN��NZ 0 0 0 Q N- z az p z �- OUQ a .�n 0 pN 0 z WVOW GLAS aNt WIDTH TYPE J UV 8 Q 8 0 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 11,1..1,14L 1,2 1,1 111 1:2 1;1 1;2 212 1'2 22 2:2 2.2 2;2 2 2 2 :2 212 2.2 2,2 2;2 2;2 2;2 2 22 3 223,3 AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1;21611 11.2 111 1'22. 2122:22.22: 2222' 22'22'22.2222;22:22;2222:32'233 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 Iii,/.141. 1 2 1:1 1 ;2 1;2 1.2 1 2 2.2 1 2 2,2 2,2 2.2 2,2 2:2 22 2,'2 23 2.2 2:2 2:3 22 2;3 3 3 2 2 3'3 AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 : 2 1 1 1 2 1 2 112 112 2.2 1.2 2.2 2 2 2 2 2.2 2: 2 2, 2 2, 2 2 3.22 212 2; 3 2:2 2.3 3'3 2 2 313 C,D,E,F,G, 1 1 1 1 1 1 1 1' 1 1 1 1 r 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 112 1;2 2 2 2:3 1 2 2 :2 2'3 1.2 2 3 2:3 2 2 2.3213 2 :2 22 3 3 22 3 3 3.4 3 2 3.3 3.4 3 3 4`4 as,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 1 2 2;2 2,3_112 2.2 2:3 122 2 32 3 2 22 3 2,3 2 2 2;3 3;3,2.2 3;3 3.4 3 ;2 3 3 3 4 3 3 4:4 C,D,E,F,G, 1 1 1 1 1 1 2 1 .1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,IJ,K,L 2;2 1.2 2:2 2 3 1.2 2:3 2 3 2.2 2:3 2.3 212 2•3 2'3 2,3 2 3 3 4 2;3 32 314 3.3 3.4 3 5 3'3 4 4 AB,M 1 • 2 2 1 1 2 1 2:2 1 2:3 1 1.2 1 2 3 2 2:3 1 2.2 1 2.3, 2 2 3 1 2 2 22 2 3 2 3 1 2.3 2 2;3 21 3:4 2 3. 2 3,3 21 3,4 3'3 2 3 4 2 3.5 1 3 3 2 4 4 PSF 78 • C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 212 1 2 2.2 2 3 2.2 2'3 2.3 2.2 2.3 2 3 2 3 2 3 2.4 2 3 3.2 3 4 2.3 3 4 3 6 3'3 3 4 4 5 3'3 4 4 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2121: 2222,32.22:32, 3222,32.32' 32324233 :33.42:33;4353;3344 16334:4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 44.000 1i1,1.10L 2122.22'22;3222 - 32;3223132423333'4 2.33;33:4233 :43'633344 :63.44.6 ABM 2 2 2.2 2 2;2 2 2:3 2 222 2 2:3 2 2 3 2 2,2 2 3;3 2 2 :4 2 2 -3 2 3 3 2 3:4 2 2 3 2 3:3 2 3 :4 2 2:3 2 314 2 3:5 2 3,3 2 3.4 2 4 5 2 3 4 2 4 6 212 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 222 ;2222 :32'2 2:33 :4213333'42.3343.4 2334 363133 ;43163,34;54 63145;5 ABM 2 2 2;2 2 2 213'2.222 2 2 2 314 2 22 2 313 2 314 2 2 3'3:4 2 2 314 2 213 2 314 2 3 :5 2 3;3 2' 364 3 3;5 2 3;3 2 4;5 3 4 :6 2 3;4 2 5;6 2 2 2 2 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 HIAK,L Ill 2222232122:33:42 :33;43.42;33: 43143 ;33;4363;34;44:63144,54'8345;8 2 2 2 2 2 2 2 2 2 2 2 2 3' 2 2 3 2 2 3 2 2 3 2 3 AB,M 222,2222321222 3142;33: 4342; 33 :431432 3,4,353134:442 3,3454 :83,446 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4" ELCO S84 CRETE -FLEX ® 3-/12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18112' MAX. FROM TOP CORNERS JAMBS - 17 1/2- MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL. A SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF f1OTE 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8, DESION PRESSURE LIMITATIONS: 812E BLOCKS OF THE ADJACENT TABLE WITI4 A BOLD ITAUCI2FD VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUAMRY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 213 JAMB ABOVE INTO, RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL i • 2 .2 3 N ARK oar X 1V18A1B 114105 0 A RESTRCIED BY3� ara.e PJPJL J.J. MOCHA NAE111038HEET txxous,FL safe P.0.EQX1N119 Ni ,Ft.NV4 ANCHORAGE SPACING 1/1 WINDOWS ALUM. MOLE HUNG WINDOW, IMPACT ammo I NTS 1 8 r 11 I °""4840 -28 18 Roaert L OatG P.E. PE439712 8eumm' ANCHOR QUANTITIES SUBSTRATE' FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE WINDOW HEIGHT 29.855 37.155 44.655 51155 59.855 87.165 74.855 76000 ANCHOR TYPE� a a C) §�8�` 0 N c §I r v 8`4 G N N °I`4. a 1.123 OQ N N.:' 1� O N 2 8 r gal 8 N C1 8- 12.?&V_VWIDOW 8 8 T(BYlSS C.D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 18126 H,�'K'L 111 1,1 1:1 2 2 2;1 2'2 2:2 2.1 2 :2 2:2 212 2 2 2'2 2,2 2.2 2.2 2.2 2;2 3;2 2 2 312 3 2 2.2 3:2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 : 1 1 1 1 1 2:2 2 1 2:22;2 2 1 2:2,12 2,2 212 212 2:2 2:2 2;2 212 2:2 3;2 2 2 3.2 3:2 2.2 3;2 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J.K.L 1r 1 1 1 1 2 2 1 1 2'2 212 2.2 212 2:2 2,2 2 2 2,2 2 2 3 2 3.2 2:2 3 23`2 2 2 3 2 3;2 2 2 3•2 ABM _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 :' 1 1 1 11-1.1:1 1,1 221 1 2:22:22;22;22. 2212222: 2223'23.22,23,232.2.2323 :22:23 ;2 PSF 88 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L '111 1-1 in 12 2:2 2.2 2:3 2;2 2.2 3;3:212 2+3 3;3 3!2 3;3:3:3 2.2 3 3 4 3 3.2 4: 3 4.3 3; 2 4 3 A,,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1111.11112: 222222 :32:2123: 3223.33 :3323,33.3123:34332434.3324.3 PSF 89 87 79 C,D,E,F,G, 1 1 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 37,000 PIJAICL 1T1' 1 1 111 �2 '12 2 2 2'2 2 3 2.2 13 3.3 2:2 3 3 3 3 3.3 4:2 3.3 3 2 3,3 4 3 3 2 4 3 4.4 3'2 4.3 A B,M 1 1 1 2 11 2 1 22 1 2 2 1 2 2 1 2 2 1 22 1 2 111 1 1 111 212,2 2 12 2 3 2 2 23 3 3 2 2 3 3 3 3 3'3 4:3 3 3 3'2 3'3 4 3 3 2 4 3 4;4 3 2 4 3 PSF 84 .78 52 79 C.D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H I J,K,L -ir: , ' . 111 111 212 2 2 2;2 2,3 2'2 3.3 3;3 2:2 3 3 4:3 3: 3 4 3 3 3 3:3 4.3 4.4 3 3 4 3 4 4 3: 3 5 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M IT11r11r1 Ili 2.22!22 :32' 2333'322334.33 ;34'33133 ;2412443 +34;34:43,363 PSF 49 79 58 79 79 C.D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,W,KL 1111111r1212222T13 :32123'33142.32 :34.43 :34'34,43,3434;4 3 - 3 413 4 4 3''35;4 2 2 2 2 2 2, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A.BM .111+111111 21222 113132 :23'1 3342:33.34 :43 ;$4134:4313434:43:3413443,3514 PSF 48 74 51 74 79 79 C,D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 ILU.C,I 111 111 111 212 2:2 212 313 2 :2 313 3:4 3:3 3 °:3 414 3-3 4;4 4;4 313 4;4 414 4;3 514 4;4 4;3 5 ;4 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 A. 711 1 1 1 1 212 2:2 212 3:3 314 3:3_.3 ;3 414 3:3 4 4 4,4 313 4 :4 4;4 4 3 514 4.4 4'3 5;4 212 319 PSF 41 67 48 87 78 79 C.D,E,F.G. 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3. 3 2 3 3 2 3 3 2 3 53.125 H,I,J.K,L 1 1 1 1 1 1 1 1 1 2r 212 212 3F3 313 3'3 414 3�3 4 4 4;4 3 3 414 414.213 4 ;4 6:.5 4:'3 8 :4 5.8 4 3 8;4 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 +4,13A1 1 1 111 111 212 2:2 2 2 313 313 313 414 3,3 4:4 4;4 3,9 4.4 414 iii '44114 413 8 ;4 5r4 41.3 5 :4 Mew ftikaa FPJCC IMPS AK VMS. A NO MANGE MS MEET ODy tit O'10YUilk MIN MC =OTIS J.L 212117 1101021119. 1(OI N0 R874 11644 Bator ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 -012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 irr MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL A SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 ®® f ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 6ESIGN PRESSURE LNITATIOVS: 812E BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN 501.D. OTHERWISE, THE MAXIMUM DESIGN PRESSUREPORTHE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITEDI 117 HEAD 3 JAMB ABOVE 31 100. RAIL JAMB BELOW WO. RAIL (FILL DPI • HEAD 2 JAMB ABOVE 2.2 MrG RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT SIM I 19+ 11 lo.sw B L Clerk, P.E. PE 050712 Sbuotual ANCHOR QUANTITIES SUBSTRATE: AI CHOR TYPE: ABOVE MEETING RAL (HEAD & JAMBS), CUSTOMFLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MA 4US SASH HEIGHT FROM TABLE 8. \ 17.125 22.688 28.211 33.754 39.E 44.839 50.382 58925 o �G"§— 0 N 1 o o IN V V ' 0 n O N-8 U N QQ N°s0 8( -Nal 0 2Ob 0 o oq Z eI 0 Q�a N .8N o o Nv 2 'v WIlmw°1ASB WIDTH TYPE 19.125 D,E,F J, KL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D.E,F.J, KL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 8 1 3 1 3 1 3 1 4 32.000 D,E,F J , KL 1 1 .1 1 1 1 1 2 1 2 1 2 2 3, 1 2 1 3 2 3 .1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 37.000 PSF 79 2 1 2 2 2 1 2 3 2 3 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 6 2 6 1 4 2 6 2 PSF 79 79 78 79 2 1 212 2 2 2 3 DK,L J 1 1 413 1 4 5 1 3 1 4 2 48.000 3 3 4 3 4 4 3 4 4 3 5 4 42 16 5 4 2 1 3 1 2 2 3 44.000 PSF 79 76 79 88 77 '79 79 79 2 212 2 DK,L.J 1 1 -1 2 2 51314 513 I 5 3 3 5 4 1 4 4 3 4 3 6 5 4 16 6 14 8 2 2 3 4 PSF 78 79 70 79 79 71 79 73 78 D, 11.1 Ti 3 4 4 4 5I4I5 8 4 6 6I4I6 3I5I6 1 2 2 2 3 3 53.125 PSF 71 79 63 71 79 54 74 66 77 69 69 D,KL,J 2 3 3 4 4 35 14 15 83 25 63 15 73 33 25 17 1 1 1 2 2 3. 4 4r ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT S1JBS7RATE� ANCHOR TYPE-. -. 12.778 15.776 18.778 21.778 24.778 27.778 30.778 31.108 2 1 N 1 p 2; N 1 4 p N 1' N f, -Nal N N N -1 - N W * 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 1 2 3 2 3 3 F 2 1 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 21212 2 2 2 31213 31213 31313 41.313 41314 41314 44.000 N 78 2 1 212 2 2 2 3 2 1 3 313 1 3 413 1 3 413 1 4 5 1 3 1 4 51314 48.000 63 72 79 2 2 1 2 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 83.128 73 W 88 72 2 212 2 2 2 3 313 4 1 314 41314 51314 513 I 5 8 1 3 1 5 Z FJ( 69606 e ZffinlaineliMallMiCTED BYSZE Maw NO CHANGE 7PS8HHaT LWOW are arrrrgc err FJL 2934 ,L,L 2844) 1070 OGYMON N01 .VI.Sege P-0:3QXI84 • NOK4 FL3@T4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCON9 2 -114' ELCO 334 CRETE -FLEX 3 -#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2' MAX. FROM CORNERS JAMBS - 171/2' MAX FROM TOP CORNERS 11 1/2' MAX. ABOVE THE MEETING RAIL 8' MAX BELOW MTG. RAIL 15' MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM AVON WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW AIN WINDOWS ARE 12 818' MIN. TO 38' MAX. I. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LE88. 6. SOWN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN SOLD. OTHERWISE. THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE 812E AND GLASS TYPE 13 AVAILABLE ® TABLE 7. KEY: MAX. PSF (DP LMrED), HEAD JAM ABOVE MrG. RAJ. (FULL DP) HEAD JAMB ABOVE MrG. RAIL LEI • ® TABLE 8. KEY: MAX PSF (DP LIMITED) 112 JAMB BELOW 2 MTG. RAIL (FULL on JAMB BELOW 2 MTG. RAIL ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT ammo NTS 110 • 11 In."." 4040.20 .t. . �g •l,ry rrrz� a EXTERIOR INTERIM (ALL HEAD AND SILL DET ) A CONCRETE ANCHOR 3.381(81 MIN. CONCRETE SEE NOTE 1 & 3) ® 24 WOOD BUCK ®(SEE NOTE 4) OPTIONAL 1x VWIOD BUCK (SEE NOTE 4) • .;.• 131r MIN.,114° TAPCONA • •' 1.3/4' MIN., 1/4" CRETE-FLEX 1/4° MAX 111134 —7171-3-• SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE WOOD ANCHOR (SEE NOTE 2 & 3)A 1 1/4' 1 3/8' MIN. A MAX SHIM 1 3/8' 1/4" MAX SHIM - -I MIN CONCRETE ANCHOR. FH BELOW MEETING RAIL (SEE NOTE 1 & 3)13, 3.38 K8I MIN. CONCRETE OR 1.5 KSI MW. cMu, ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4.864 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4'. 2. FOR WOOD APPLICATIONS IN MIAM1-DADE COUNTY, USE 812 STEEL SCREWS (GS) OR 1/4' SS4 CRETE -FLEX 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 812 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. L FOR ATTACHMENT TO ALUMINUM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T8 AND A MINIMUM OF 118' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SUE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN 114 THESE DETALS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 812 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAYBE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGE) FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT 140T LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUREMENTS OF FBC CURRENT. EDITION, SECTION 2003.8.4 (SUPPLEMENT 2008). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) KIESIM (ALL JAMB DETALB) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)® (EE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE .131' DIA. MIN. x 2112° NAIL, AT CORNERS AND s' 0.C. 1/4' MAX SHIM --WOOD FRAME MAX SHIM DETAIL F, (HEAD) MAX SHIM .131° DIA. MIN. x 21/2" NAIL, AT CORNERS AND 8° O.C. .131' DIA. MIN. x212°NAU, AT CORNERS AND 50.0 DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G. (SILL) FRAME mores A Ax awe* are 1 1808 Dar Roams 8 A 4 ADONOTEORORATHEADANONOR& TOW II OWS.FL� PN0181115. N. 4 Hui try Beta. ANCHORAGE DETAILS ALUM SINGLE HUNG WINDOW, IMPACT 8M700 I NTS 1.11 d 11 "404040 , B • Florida Building Code Online BCIS Home ! Log In I User Registration ! Hot Topics 1 Submit Surcharge Product Approval USER: Public User � e"fr' l X mca 4 Page 1 of Stats & Facts ! Publications Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL261 -R4J Revision 2007 Approved 56i" rI nn u siri-es— 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark@pgtindustries.com Lucas Turner Iturner @pgtindustries.com Lucas A. Turner 1070 Technology Drive Nokomis, FL 34275 (941) 480 -1600 Iturner @pgtindustries.com Windows Mullions Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 TAS 202 FBC Staff 1 BCIS Site Map I Links ; Search I Year 1994 1994 Florida Building Code Online Page 2 of Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/10/2008 12/12/2008 12/17/2008 02/03/2009 Summary of Products FL # Model, Number or Name Description 261.1 '1 11x eavy all Mullions ("Aluminum Tube Mdi Malt Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL261 R4 C CAC 06- 0125- 07.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: I-L261 R4 C CAC Letter Mullions.pdf / Quality Assurance Contract Expiration Date 06/28/2011 Installation Instructions R4 II 06- 0125- 07.pdf _ _ Other_ Please see Miami -Dade County Notice of 1 Acceptance (NOA) #06- 0125.07 for product performance-)FL261 informs Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i , and_mullion chip anchorage details~_ -' - 261.2 ix Standard Wall Mullions Aluminum Tube Mullions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #06- 0125.06 for product performance information, and mullion clip anchorage details. Certification Agency Certificate FL261 R4 C CAC 06- 0125- 06.pdf FL261 R4 C CAC Letter Mullions.pdf Quality Assurance Contract Expiration Date 06/28/2011 Installation Instructions FL261 R4 II 06- 0125- 06.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 261.3 2x Heavy Wall Mullions Aluminum Tube Mullions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #06- 0125.08 for product performance information, and mullion clip anchorage details. Certification Agency Certificate FL261 R4 C CAC 06- 0125- 08.pdf FL261 R4 C CAC Letter Mullions.pdf Quality Assurance Contract Expiration Date 06/28/2011 Installation Instructions FL261 R4 II 06- 0125- 08.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement 1 Copvright Statement 1 Accessibility Statement 1 Pluo -in Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: CAN 1 / «-. TV /1___aT___- ____ TT' A !NT TrTT TT /1/', All inn n • Florida Building Code Online Page 3 of ,. /1 !1 • 1 1 •1 I. 1.1 11 /1 TT tl) •• /1•1 TT • /1T T>TT • // /I./t 1 • PGT® Visibly Better - 1070 Technology Drive Nokomis, FL 34275 October 30, 2008 Reference: PGT Aluminum Tube Mullions NOAs 06- 0125.07, 06- 0125.06, and 06- 0125.08 To Whom It May Concem: Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 The above - referenced Miami -Dade Count( Notices of Acceptance meet the requirements of the o i _Bl.uilding- Cede- -200-7 edition, section 1714.5.5, and when used with PGT impact- resistant fenestration products meet sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols). Sincerely, Robert L. Clark, P.E. P.E. #39712 PGT Code Compliance MIAMI- DE COUNTY BUILDING.CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: Impact - Ix Mull MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375.2908 wbuildingcodeonline COQ This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or matearial tested for quality assurance purposes. If this product or material fails to perfonn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube Clipped Mullion- L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, tided "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7; dated 04128/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small MLmile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, the expiration date may be displayed and followed by Y played in advertising literature. Tarty portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04-0528.05 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. V NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Dates July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60 "x54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x Vs" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23 /01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. '----75:-.=1/12.'s Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL 9. C" OR D" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A MULLIONS i HI y I W2 W = W14-W2 HH1 +H2 (2) WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5,6 &7 MI) MAX OPENING. = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH a HI ANCHORS DETAIL 8", C" OR D" AT BOTH ENDS AND AT BOTTOMS 11.114 © I u�u M3) M4) .NOTES; MULL LENGTH = H1 1. THE 33 1/3$ STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2. WINDOWS AND ODORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIM. AXIMUM OF (7) UNITS. W = W I +W2 +W3 H a H1 +H2 MULTIPLE WINDOWS MULLED WANE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2+W3 MAX OPENING = WI +W2 OR W2 +W3 ANCHORS DETAIL "8". C" 01? D" BOTH ENDS ANCHORS DETAIL 8", C" OR "D" BOTH ENDS MULLIONS :i w MULLION W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W 01? Wl+W2 MULL LENGTH = H H = HI +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OF 111 +142 MULL LENGTH = W FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- ® MENTS OF THE 'FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (►IVHZ). 6. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. MMINJUMOMSCIP Attassun .I TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 1! .W OCY O W NORMS, ft 34273 P.O. BOX 1329' NOX0WS. fl 34274 F K 0/06 F.K. 5//06 D-ADO HORS 5' & 6 C-ADD TEM REFS bows fly: P.J.P. 48/00 1" HEAVY WALL, ELEVATIONS 1roe ALUMINUM TUBE CLIPPED MULLION suw/ree r MULLS NTS IOmsk" No. 1 a 7 6221 PGT 1x MULLIO MULLION CLIP. CUT FLANGES OFF CUP TO FORM A "U CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION WOOD BUCK t" MULL r 2" OR 4' #12 PH' SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" #12 SCREW, SEE NOTE 3 PGT I x MULUON SEENOTES2 &3 i�MIN. 2h0119 1 2' OR 4' PGT 1 x MULUON WOOD BUCK REMOVED TO CONCRETE 1 SEE •�: NOTE 1' WOOD /-BUCK / 2i(TYP) 1cryp SEE NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 TYP CAL MULLION TO STRUCTURE WITH NOTES; W000 BUCK. DETAIL C" 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR '1/4" 554 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE 15 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE -FLEX. 1 3/4" NOTE r 2. FOR WOOD APPUCATIONS USE #12 SCREWS, ELCO 1/4' TAPCONS 01? 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERL4L SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL - TO-CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP -TO- OPENING (MINIMUM OF 2 SCREWS PER CUP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCATION. ANCHORING 01? LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED 01? PLATED. 6. REFERENCE TEST REPORTS: F7L -2902, 2903 AND 2975. PGT 1x MULUON -• #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOTES 1 & .3 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" MIN. 0111( 1 2" OR 4" #12 F11 SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTE 1 MASONRY ANCHOR, SEE NOTES 1 & .3 000 BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS f aC Robert L (SarY. P.E. PE /19712 Sbuebaol F.Ke VSO /06 •• MOWfY NOIES J & 5 FR. 5 /3/04 �Cr- ADD•rO EMBED. DETMS d P.J P. • 48/00 1" HEAVY WALL, CLIP INSTALLATION DETAIL 1070 myerowcy *2m WORMS. n 34275 P.O. 00X 1329 110110105. FL 34274 ALUMINUM TUBE CLIPPED MULLION saw/Mode MULLS 1 NTSI�2 7 f 6221 I D 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG 11099 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1 x MULL MULL SIZE A' 1 x2x3/8 1 3/16 1 x23/4x3/8 1 15/I6 1 x 2 3/4 x 21/32 1 1 3/8 x 4 x 3/8 3 3/16 ` 1.-A/2 iMAX. MIN. MIN.TYP. j-MIN. - MIN. !N.TYP. O TWO O2 (2) ANCHOR © THREE (3) ANCHOR A/2 MIN. MIN. 1 ONE (1) ANCHOR ® TWO L(2) NCHQR NOTES; 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. © FOUR (4) ANCHOR LOCATIONS (2)EQ.SP.@ (A- 3/4)/2 MIN. O THREE (3) ANCHOR LOCATIONS O S X (6) ANCHOR LOCATIONS IN.TYP. (4)EQ.SP.CD (A- 3/4)/4 MIN. ® FIVE (5) ANCHOR LOCATIONS MIN. TYP. PRODUCTMIEWSD eor�D sr dikIMPLeY. SOW , _ .. ;ni,x;ia TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.C. Str ucturel2 1070 TECHNOLOGY DRIVE maim FL 34278 P.O. BOX 1529 NOKOMIS FL 34274 Rare @y. Rebe.. lsC�e Draw Sy: P.J.P. /06 5/06 48/O0 D—A CHG THIS Siff — OPA ADO D8L&NOTE Oaaartp8am. 1 " HEAVY WALL, ANCHOR LOCATIONS nak ALUMINUM TUBE CLIPPED MULLION Sei 4Iedak MULLS Sada NTS 3 of 7 Orowlrp No. 6221 Raw. D 1 2 3 3 4 NOTE: 2 -► 4- 7 x HEAVY WALL MULLS MAT'L: 6063 -T6 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 f$ TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS L Clark, P.E. PE 09712 Structural rixvos 55/06 v o CHO nii5 SUT ReNtIoniv C-NO CHC THIS SHT 48/00 Descaptlem 1" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOAIS FL 34275 P.O. BOX 1329 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION S.He/Yndel: Sc Street Onarktg No MULLS 1 X 4 2 7 6221 CHART 2. - 1x2.75x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 CLIP TO OPENING (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B 70 (2) A (3) B 80 S0 100 110 (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B 120 (2) A (3) B 130 160 (3) A (4) B (2) A (3) 8 (3) A (4) B (2) A (3) B (3) A (4) B CLIP TO MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B aJ 1 a 5 42 48 50.628 54 84 63 88 72 76 78 84 90 98 108 111 170 170 170 170 170 170 170 170 170 170 170 161 170 170 170 170 170 170 170 170 (3) B (3) B (3) B (3) B (3) (3) B (3) B 170 170 170 170 170 170 170 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 128 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 131 112 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 112 80 84 84 80 80 77 77 76 76 76 76 76 76 113 113 • 97 97 85 85 77 77 72 72 68 68 65 65 64 84 63 63 63 63 86 86 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 44 73 73 62 82 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 36 67 67 57 57 50 50 41 41 38 38 36. 35 35 33 33 32 32 54 54 45 45 40 40 35 35 32 32 30 28 28 27 27 26 26 24 24 43 43 37 37 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 25 25 21 21 18 23 23 19 19 17 18 17 16 16 15 15 CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR CLIP TO OPENING OPENING WIDTH IN INCHES 60 60 70 80 90 100 110 120 130 160 (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) 8 (2) A (2) B CLIP TO MULL ha (1) B (1) B (1) B Z a 42 48 60.625 64 60 63 155 142 134 (1) B (1) B (1) B (1) B (1) B (1) B (1) 8 130 130 130 129 118 107 102 100 99 130 99 130 130 130 99 99 99 115 100 91 82 80 80 80 80 80 94 67 58 50 81 58 49 43 73 51 44 38 68 47 64 44 83 42 40 37 34 32 35 30 82 41 34 29 62 41 34 28 82 41 34 28 62 41 34 28 72 76 78 84 90 96 38 32 29 28 24 22 21 20 20 20 32 27 24 22 20 18 17 17 16 18 30 25 22 20 18 17 18 15 15 24 20 17 16 19 16 16 Vertical Mull Tr--r Mull Length 1-1 LOpening_l Width Horizontal Mull Opening Width � Mull Length Multiple Mulled Units NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4° TAPCONS, EMBED. (1 1/4") OR 1/4° SS4 CRETE —FLEX, EMBED. (1 3/4") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS S- /c% / Robert L Cork, P.E. PE #39712 Structural R. $ o /o6 nos sHT 55/06 Rovisiona C-IIAM(ED REWSI016 P P 428/00 D.,«+: 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 TEC1410LOGV DRIVE NOKOMIS, FL 34275 P.O. 90X 1529 NOKOMI$ FL 34274 ALUMINUM TUBE CLIPPED MULLION Sala/Mod k MULLS NTS smet 5 of Draft No. 6221 CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 CLIP TO OPENING CLIP TO MULL (3) B (2) B (2) A (4) B (2) B (3) B (2) A (4) B (3) B (2) A (4) B 80 90 (3) B (2) A (4) B (3) B (2) B (2) B (2) B (2) B 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 (2) B 170 (2) B (2) B 170 170 (2) A. (4) B 100 (2) B 170 (3) B (2)A+ (4) B 110 (3) B (2) A (4) B 120 (3) B (2) A (4) B 130 (3) B (2) A (4) B 160 (3) B (2) A (4) B (2) B 170 (2) B 170 (2) B (2) B 170 170 (2) B (2) B (2) B (2) B (2) B (2) B 170 170 170 170 170 170 170 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 137 157 170 148 169 136 156 129 148 125 143 123 141 123 141 123 152 133 125 118 170 152 143 135 135 117 110 155 134 126 124 106 99 142 122 114 116 99 92 133 113 105 112 128 109 94 107 87 99 90 83 125 103 95 108 124 88 101 81 93 108 88 80 141 124 100 91 123 141 123 141 108 88 80 124 108 100 88 91 80 124 100 91 103 118 93 107 86 97 81 90 77 85 76 82 73 80 73 73 79 108 108 92 92 81 81 73 73 67 67 63 63 60 58 58 56 56 56 56 91 91 77 68 68 61 61 56 56 52 52 49 49 47 47 46 45 45 84 84 71 67 57 71 57 63 56 56 51 51 48 50 50 44 44 40 40 37 48 37 45 45 43 43 42 42 40 40 35 33 33 32 32 30 30 54 54 46 46 40 36 32 30 30 28 28 28 26 25 25 23 23 44 31 29 44 38 • 38 33 31 26 26 23 29 24 24 21 33 23 21 29 29 20 20 18 18 26 26 18 18 17 17 24 17 15 Vertical Mull Mull Length I_O�dt�_f Horizontal Mull Opening Width Mull r---Length-1 Multiple Mulled Units Mull Length Opening Width 24 23 23 21 21 20 20 18 18 17 15 15 - - - 15 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT PTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4) B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. 41 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark. P.C. PE #39712 Structural Revet.Z R.1.27 D (ep P.J.P. 512J0/06 D- RS SPIT 595/06 REVISIONS 48/00 1�" HEAVY WALL, PRESSURE CHART 3 1070 TEd N LOGY DRIVE NOKO49.S FL 34273 P.O. BOX 1528 NOKOM/S FL 34274 ALUMINUM TUBE CLIPPED MULLION MULLS Sado NTS Sheet 6 a 7 6221 R. D CHART 4. - lx4x.376 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 CUP TO OPENING CUP TO MULL (2) A (4) B (5) (3) A (6) B (5) B 60 70 80 90 (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (5) B (5) B (5) B (5) B (5) B 0 5 42 48 50.626 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 170 (5) B 170 (2) A (4) B (3) A (6) B 100 1 110 120 ..13Q 160 (2) A (4) B (3) A (2) A (6) B (4) B (3) A (6) B (2) A (4) B (3) A (6) B (4) B • 6)t (2).A (4) B (3) A (6) B (5) B (5) B (5) B (5) B 1 (5)B (5) (5) B (5) B ,(5)B , (5)6. (5) B 170 170 170 170 1 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 169 170 170 170 170 170 154 170 143 170 162 138 170 158 170 131 170 157 170 128 170 157 170 157 170 157 170 170 127 170 127 170 127 170 170 170 159 170 144 170 133 170 126 170 121 170 1 117 169 116 166 116 165 116 165 170 170 150 170 135 170 125 170 117 186 112 156 1 108 150 106 145 105 144 105 144 154 170 134 170 120 165 110 148 103 138 127 94 120 91 115 89 112 88 111 144 170 125 160 112 140 102 126 116 90 108 1 86 102 83 98 81 95 79 93 140 170 121 148 108 129 99 116 92 106 87 99 1 83 93 80 89 78 87 75 84 128 138 111 117 98 102 90 92 83 83 77 73 73 69 69 68 68 62 62 112 112 95 95 82 82 74 74 67 67 62 1 58 58 54 54 52 52 48 48 92 92 78 78 67 67 80 54 54 50 50 1 47 47 44 44 42 42 38 38 64 84 54 54 47 47 42 42 37 37 34 34 1 32 32 30 30 28 28 25 59 50 50 43 43 38 34 34 31 31 1 29 29 27 27 26 26 23 23 27 27 22 19 19 17 17 15 15 Vertical Mull I_Opening_j Width Mull Length Horizontal Mull Opening With Mull Length Multiple Mul ed Units Mull Length \Opening Width NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R . Clad•, P.E. PE PE712 Struoturaf �li`l� •.7 .: Revat.27 Drawn 5!^ P.J.P. 5730/06 575/06 4%/00 D—NO CHG IiiIS SHf RavIttona MARKED REWSIONS • 1" HEAVY WALL, PRESSURE CHART 4 1070 IOGV ORNE NOKOMDS, FL 34278 P.O. BOX 1529 NOKOMIS FL 34274 T ALUMINUM TUBE CLIPPED MULLION Serbs/Node: MULLS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This N� shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD -770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002, titled "Series 770 Alum SGD -LMr', sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Limitation: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. =14peert- S61)(7?0.) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 09 -0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.PGT0002, titled "Series 770 Alum SGD -LMI ", sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01 /06/10, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94, 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202 -94. 5) Large Missile Impact Test, per TAS 201 -94 6) Cyclic Wind Pressure Loading, per TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL -5993, FTL -6036, FTL- 6001, FTL- 6014, FTL-6015, FTL -6017, FTL -6023, FTL- 6024, FTL- 6025, FTL- 6028, FTL -6031, FTL -6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed. by Julio Gonzales, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 08- 19- 09,12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. 2. Glazing complies with ASTME- 1300 -02 & -04 D. . QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours, for "DuPont Butacite ® PVB", expiring on 12/11/2010 F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08- 19 -08, signed by Robert J. Amoruso, P.E. 2. Letter of Lab compliance, part of the above test reports. G. OTHER 1. Test proposals No(s) 09 -0177, 0177 -A, B & C approved by BCCO. E -1 1 %L 1. LLa titcfc Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 09- 0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR I. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SOP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB G3 - 7/18" LAMINATED: (2) LITES OF 3/18° HS GLASS WITH AN .090 DBPVB INTERLAYER G4 - 7/16' LAMINATED: (2) LITES OF 3/18° HS GLASS WITH AN .000 SGP INTERLAYER. 03A - 9116' LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. 04A -9/16' LAMINATED: (2) LITES OF 1/4° HS GLASS WITH AN .090 SGP INTERLAYER 05 -1 ° LAMINATED I.G. 3116° TEXT. CAP + 3/8" AIR SPACE + 7/18° LAMINATED (2) LITES OF 3/16° HS GLASS WITH AN .090 DBPVB INTERLAYER. G8 -1° LAMINATED I.G., 3/16' T EXT. CAP + 3/8" AIR SPACE + 7/18° LAMINATED (2) UTES OF 3/16" HS GLASS WITH AN .090 SOP INTERLAYER GSA - 1' LAMINATED I.G. 1/4" T EXT. CAP 46/16° AIR SPACE + 7/16' LAMINATED (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER GOA - 1" LAMINATED I.G. 1/4" T EXT. CAP + 6/16° AIR SPACE + 7/18" LAMINATED (2) LITES OF 3/18' HS GLASS WITH AN .090 SGP INTERLAYER 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL -5980, FTL -5993, FTL-6001, FTL -6014, FR-6015, FTL -8017, FTL- 6022, FTL -6023, FTL -6024, FTL- 8025, FTL-8028, FTL -8031, FTL -8033 AND FTL -6038, DATED 8/7/09. ELCO TEXTRON NOA: 07. 0425.01, 03-0226.05, ANSIAF&PA NDS -2008 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS( SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A. D.L.O. WIDTH = PANEL WIDTH - 7° B. D.LO. HEIGHT = PANEL HEIGHT - 8.25' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 6/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05). 1/4° ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF#12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO 714E STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 118° THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK. NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 NOA DRAWING MAP SHEET GENERAL NOTES1 QUALIFIED CONFIG........- 2-4 GLAZING DETAILS 5-6 ANCHORAGE DESIGN PRESSURES ELEVATIONS. CONFIGURATIONS VERT. SECTIONS HORIZ. SECTIONS PARTS UST EXTRUSIONS 7 -15 7-9 15.18 17 18 19-20 21 22-23 MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT FOR ANCHORAGE DETALS SEE SHEETS 7 THROUGH 16. Head and 0III Jambs owwete 1110,31ted 01111 Ctrouted EMU Type Elea Eltraeon Ma. 116" Elm Emb. 1 313 Mtn. EM 2 12 Mtn. orb. 1 114 MMe. 04 2 1/2 ewe° 1 3/4 1 114 1 114 1 El11 Mon. mb.l Nhi. Ed 1 311 2 1/2 1 34 21/2 0110 Qste•ilda 004 114" 1 3/4 2 1/2 1 1/4 2 //2 Hot Ronartmended conatpte Strength Regutremento awn* Strength Ragalwmaeb Tye Ole. lB Scar (411.000 1( ' 2700 pet 4110' 3500 psi E8W CreIe ftex 886 1/4" 3350 psi Petlnl8ons Endi ' Embedment Ed a Edge Otetende Min. - M Olsten FFCyONCRETESCRENSSTREPIOTH : FY=I Mtn/ousted CAW AOTM coo Graded dill sum ca0 with vw oaroMmro to 8eetione 218.221.2 and Re09 of the FBC. Elm Crete-Flax 884 UNLE138arHERwisE NOTED MEM 130.132 aam eartelafe SC 81(0 OssoltN SAW Aft 01/9!/10 aa. 11/18499 ftmoiene 8 Rnaeam A PER ?NAPA DADE COMMENTS Oat 08/084)7 Mealad PER MAIN OWECANAM8VT8 teen 107076WINOLODYDRIVE AFB, 8.34271 P.O./ (X1520 NOKQVIS. FL $4274 _GENERAL NOTES AND MAP SERIES 770 ALUMINUM SGD - LMI .**4 1.C-tot-if 1 "23 anastn. P0771002 Robert J. AmoNed, P.E. PE 049782 .. . e :fat P4to0k (Anchor Tan/4o n) P4tonk Etaadbnd Adapter (Anehm ahsat) Cmnor b Mooted EMU CanMete Otoale4 CM11 Type 01a. Min. PEn. Ed Mtn Min. Ed 'Mtn. Mob. Mi111 Ed Nn Emb.1 fan 0d 1 3/4 1 1/4 Elan Macon Ile 1 3/4 2 112 1 314 2 1/2 1 314 2 112 Mee Cmte•5aa 004 114 1 3/4 2 1/2 Not Rememaended 1 314 2 1/2 Eta! Reoanmended conatpte Strength Regutremento awn* Strength Ragalwmaeb Tye Ole. lB Scar (411.000 1( ' 2700 pet 4110' 3500 psi E8W CreIe ftex 886 1/4" 3350 psi Petlnl8ons Endi ' Embedment Ed a Edge Otetende Min. - M Olsten FFCyONCRETESCRENSSTREPIOTH : FY=I Mtn/ousted CAW AOTM coo Graded dill sum ca0 with vw oaroMmro to 8eetione 218.221.2 and Re09 of the FBC. Elm Crete-Flax 884 UNLE138arHERwisE NOTED MEM 130.132 aam eartelafe SC 81(0 OssoltN SAW Aft 01/9!/10 aa. 11/18499 ftmoiene 8 Rnaeam A PER ?NAPA DADE COMMENTS Oat 08/084)7 Mealad PER MAIN OWECANAM8VT8 teen 107076WINOLODYDRIVE AFB, 8.34271 P.O./ (X1520 NOKQVIS. FL $4274 _GENERAL NOTES AND MAP SERIES 770 ALUMINUM SGD - LMI .**4 1.C-tot-if 1 "23 anastn. P0771002 Robert J. AmoNed, P.E. PE 049782 .. . e :fat APPROVED CONFIGURATIONS: SEE D.P. TABLE, 1"--7 SHTS. 7 -9 SEE DP kry TABLE SHTS.', 7 -9 `„', 1 fI.7 SEE DP TABLE SHTS. 7 -9 1 Xp SEE D.P. TABLE, SHTS. 7 -9 SEE w DP TABLE kl NEY SHTS. ail 7 -9 fL•f NE7 dtai NE, fly XO, OX, XX, SEE D.P. TABLE, XXP SHTS. 7 -9 44 CI L•] ♦I7 NEWLY NEWS, hviti fE,fE7 ¶'P fly OXXO, )XXO, OXXX, XXXX, POCKET DOOORS XP ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. A"e18, aurae a.adeea SEE D.P. TABLE, SHTS. 7-9 AA /IA CA fi.7fKJ SEE DP TABLE SHTS. 7 -9 OXO, OXX, XXO, X)(X 0)0(p, )00(p �.61 fk,f1y CORNER, TYP. , POCKET, TYP. men nor SAC 0t1G6/f0 Prod DR Otte arm* o WIC Nekbor s Roam A PERMIAN" DADESAM4ID TS DADEOOMMEIV/S WOA TECHNOLOGY DRIVE Aft, FL 34473 P }4a FL 34274 QUALIFIED CONFIGURATIONS SERIES T70 ALUM. SOD - LMI worm 1 NTS 2 d 23 Orb. PGT(002 L I. PRFPJIAEC 8V• dFFdd���ffrrrccccC LLC 8388. couswatar STF 028 RCBKCE F 4I AlIA %1 E,/ elk App Ro code Date NOM Mond 1,,451 • ("6,01...k.. 44/1041. 4. 4: bi71.4: 9 Ni o 49 'sa: *. * ft 1 .v T Robed J. M O SSo. P.E. PE 848762 E6. PH :271-690.1788. FAX 321-SKI-1710 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 AL AZ1 NEW, �o WAVY. NDWIEV kVA TLEVEr [[1 eirft J OXXXO, XXXXO, OXXXX, XXXXX, XXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 OXXXXO, XXXXXO, OXXXXX, X0000(. xXXXXXp APPROVED CONFIGURATIONS IftssION SAW taws* otrodiesa9 SAC Dida 1 Ron lam Krakow A B PER MIAMI DADE COMMENTS temeeb: PER M/AMI..DADE COMABBVTS aoe 10707E(SMOLODYDRIVE NOICala FL MTh Ra Kamm R.1W4 QUALIFIED CONFIGURATIONS law SERIES 77OALUA& SGD — LMI soma NTS 3 s 23 PV3T0002 1- d. - I . 1/41 ! &VC.,n- w. .N c Approval as emptying with a10 Mode _IWO* Code Date 9liea�Hi904e+tl sow I fl► :g 41 ; ;tit NSS4 oi4, a9i g* %b. Q B ill. • __--- -- _ Robert J. Ammo. P.E. PE 049752 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7-8 f SEE DP TABLE SHTS. 7 -9 e► 1.1 NEWLY NEWLY UWE ©v TTY NP Y NP1 i• ek NEWLY NEWLY NEWLY Q+ 1,, ili7 OXXXXXO, XXXXXXO, OXXXXXX, XXXXXXX, X)000(XXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 NEWLY ca cam NEWLY klvdIA NtY ,Nn. NV, NV OXXXXXXO, XXXXXXXO, OXXXXXXX, XXXX)(XXX, X)O(XXXXXp ss , EI 6 W AZ AN NEWLY NEWLY c� ice ca NEWLY AC1 74E1 NrY FP7 , J IOwMBp DON Masi Bp Om* BdfO 089310 Mae SOO ffMVO pan Bp ONE 34C 08009 B PER WANE VAD80WD®N18 A PER WAN MODE Op V18 Oeuasep pre f0707ECZN OLOGY DRIVE NOKOMIS, FL $!278 P.O. SOX f 9 NOICOM 9. FL sent QUALIFIED CONFIGURATIONS SERIES 77OALUM. SOD - LMI ea* tart, p.w 8430778 NTS 4 s 23 POTO002 Approfod m aompt77eswaft Ode :, of NOM NOW MA." �• rnt� ` r \.Ero A. • 'H 49 rrr Robert J. Aroma*. PE. PE 649752 EXTERIOR 3H8° HS GLASS .090 DBPVB 3/16" HS GLASS 7/10' NOM. 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS TYPES G3 EXTERIOR j 1/4" HS GLASS .090 DBPVB — 1 /4 " HS GLASS 9/16° NOM. l 3/4° NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G3A EXTERIOR 3/16° HS GLASS .090 SGP 3/16" HS GLASS 1/16" NOM. 111 1 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS TYPES G4 EXTERIOR 1/4" HS GLASS .090 SGP 1/4" HS GLASS 9H8" NOM. 1 314" NOM. GLASS BITE f 9/16" LAMINATED GLASS TYPES G4A ROWS" alb It eel, . arr SM oa� ar SMC A cbsixre�. PER MIAMI DADE COMMENTS Oda ro70 7ECNIVOLa[it""DRIVE NOKOMIS, safe P.O. MIX ISM NOKOMIS FL SKIM GLAZING DETAILS Approval aassedy1K with Es Code Lela ,. ro NOAII ,IL SET. ' bawd •try• CENS•• !i., ." 49 4 ;� 1. S ", TE OF EMI SERIES 770ALUMINUM SGD - LAN 0770 NTS S a 23 PCONXIz Ow 8 A Robertd.Amonreo, P,E PE 069752 N.(UGSWFLL8T S 371.8804 786 FAX 371.898 -1189 EXTERIOR 3/16° HS GLASS .080 DB�YB 3/16° HS GLASS 3/S" AIR SPACE 3118° 'GLASS 1° NOM. I 3/4° NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 EXTERIOR 3/16" HS GLASS --t .090 DBPVB 3H5° HS GLASS 6116" AIR SPACE 1/4 °•T GLASS - - 1• NOM. I 3/4" NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A EXTERIOR 3/16° HS GLASS .090 P H■ 3116" HS GLASS —t 3/8" AIR SPACE 3178° T GLASS 1° NOM. - ' 3/4° NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6 EXTERIOR 3/16° HS GLASS .090 SGP 3/16° HS GLASS 5/16° AIR SPACE 1/4° T GLASS 1° NOM. 314" NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6A oe" eiremojc Vete Rc°eap SAlC 11116179 ROO= A PER AVMS DADE COMMEISTS Otcala3t RA Mac ROO TEOHNOLODY DI%LIB NOW!"FLSOX P.O. BQX 1829 NOKOMIS, FL 3@74 eat GLAZING DETAILS SERIES 770 ALUMINUM SGID - LMI SG770 NTS 6 ar 23 1 PGTO302 A PREPARED BY• FTC. LLC 635 N. CODSWELLLLST STE C28 ROCK E FL • or complying ', OWe Budding Cade r.Gp�•a. o''IPMESd, ti-••• O; EIN 49• TE OF . 41 ••�•urru�e +�� Robert J, Ammuso. P.E. PE t497tQ 32955 PH•321,990.1799. FAX 3211/59 DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - STANDARD STILE - STANDARD ASTRAGAL 148 TAPCON TABLE 1. > MD & 811 (MS) INTERLOCK, ' JAMB ANCHOR CRY. >AHO0K G3 - 7116" LAMINATED D GLASS G3A - 9/16" LAMINATEOGLASS- 08 -7/16 LAh7NATi0LGU- (3/16" GSA - 7/ 18" LAM6JATEDLGU.-( STRAIGHT & COMER ASTRAGAL CLUSTER PLUS NTERmPED14TEANCHOR QTY. PER PANEL ANCHOR CRY. Anchor Types: - (3116" H3.1 PVB /3/16" HS.) 1) M /4° ELCO LLTRACON (FORMERLY (114° H.S. / PV8 /114* HS.) 2) '1/4" 884 CRETE-FLEX TE P. /AIR /3116" HS. /PVB13118HS.) 3) '5/16"LLTRACON 11 4" T04P.IAIR/3/16"118./PVB/3/18H8.) 4)'#12 STEEL SCRaM(G5) • SEE ANIf710RAGE NOTES 1 &2ONSHEET 8, 1. UNIT HEIGHT - \ 80 84 I 90 (96 NOM. ANEL SFRAhIE V N 3 -CONC er Pr N 0 N) Q NT 1,2 -CONC 0 0 �' p N z U N ""' 3 -CONC 2,4 -WOOD GLASS TYPE -3, 3A 5, 5A +60 -60.0 460 - 60.0 +60 - 60.0 +30 -60.0 24 H&S C4 +1 C4 +1 04 +2 C4 +1 C4 +1 C4 +2 C4 +1. C4 +1 C4 +2 04 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 6 5 5 6 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A 5, 6A 460 - 60.0 +80 -600.0 +60 -60.0 +80. -80.0 30 H &S 04 +1 C4 +1 C4 +2 04 +1 C4 +1 C4 +2 C4 +1 C4+1 C4 +2 C4 +1 04 +1 04 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A 6, 5A +60 - 60.0 +80 - 60.0 +60 -60.0 +60 -50.0 38 H&S 04 +1 C4 +1 C4 +2 C4 +1 04 +1 C4 +2 C4 +1 04 +1 C4 +2 04 +1 C4 +1 C4 +2 JAMB' 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 6 5 5 5 5 5 5 5 6 6 GLASS TYPE - 3, 3A 5, 5A +80 - 60.0 +80 - 60.0 460 - 60.0 +60 -60.0 42 -i H&S C4 +1 C4 +1 04 +2 C4 +1 C4 +1 C4 +2 C4 +1 04 +1 C4 +2 04 +1 04 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 5 5 5 8 6 6 6 6 6 GLASS TYPE - 3, 3A 5, 5A +60 - 60.0 +80 -60.0 +60 -80.0 +60 -60.0 Q H&S C4 +1 C4 +1 04 +2 C4 +1 04 +1 C4 +2 C4 +1 C4 +1 C4 +2 04 +1 04 +1 C4 +2' JAMB 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 6 6 6 6 6 6 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL. 2: WHEN USING THE 21/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4° SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.4', 31/4" AND 2 1/2° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 1S NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O = EXAMPLE ON SHEET 10 TABLE 1A SILL HT. VS POS. DP SILL RISE ( +) ISIGN H 0117 LOAD FLUSH 1 -1/2" N/A LOW 2.1/2° + 48.67 PSF NED 3-1/4° +80.0 PSF HIGH 4° +60.OPSF SEE NOTES 1 -3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 825° STANDARD ASTRAGAL STANDARD STILES EX T. 90° OUTSIDE CORNER 90° INSIDE CORNER rOH LENGTH r- OVERHANG OH LENGTH OH OH HEIGHT HEIGHT L EQUAL TO 1 OR GREATER of SEE NOTE 3 Reeder EEC Rewrap HMO Dam 8tt16 Oft ormvr0 ban Dew Rnistanr Osamear PER DA COMMENTS PER ABAMIDADE ClOWEIV78 10707E88NOto8YORM NOKOMIS, FL 34170 P.O. SOX 1525 rghtzata 8.30774 DP AND ANCHORAGE Approved as eom8lylas whb HO Boo Cork t� 2o1. 12:71)("Y ftitt.1 I. 1444.1 SERIES 770 ALUMINUM. SGD - LMI eraema,e NTS :k� 7 523 oaaatiPG70002 Robert J. AIn6n8o, P.E PE 548752 DESIGN PRESSURE AND ANCHORAGE -UN- REINFORCED - HEAW OUTY8TILE - STANDARD ASTRAGAL MAL PAWL H&8. Anther Types: 1) 1U4' ELOOLLTRAOON(FCRNEFLY TAECdV 2) '114' 8840 EIE-PLE)L 3) 8118' LLTRSCON 4) '812 ETESSWA1(08) •SEEAN H3MILOEan481820NS0-MT1. >H91D&8LL (HLS) IMOEAACK& >JAM6ANOGDR01Y. ePHOOKAKCHORC1Y. 04 -m5' LAMFA1®OLABS G4A -Me LAMM =GLASS- 58- 7118' LAIIIATFDLO.U.- GSA -VW LAMN47®LG.U- B1RNICDP &OORNI3tASTRA0ALOLUSTERR.10 NTERNE2ATEANO 3ROT'. R6T -(SW RS. 1813P13/11? HILL (1/4• H8. MP/ 144' H8) (9118' TSP. /AIR /3116' HD. /80P /3118'HS.) (1 /4' TEMP. /AR/ 3116'118. /SOP/ 3118'HSa UNIT HEIGHT 80 84 80 LOW -2-12° +48.81 PSF 108 114 1c20 NOM. PANEL WIDTH FRAME SIDE N 1§Qe ii d 1 N 7i 1 0, 1 d N I N +-' >rl ti �' d IV N r g �C t3 1 d a N 102 c-S N el d N 1 N a. 1 d 1 ti 1 N 1 ! d of . N e- i) ! A 1 d N GLASS TYPE- 4,4A8,8A ODD 40.0 60.0 40.0 60.0 -800 800 -600 WA 40.0 80.0 -80.0 806 -80.0 606 40.0 24 H&S C4.1 04,1 08+2 C4 +1 04+1 08.2 C4+1 04 +1 C8+2 C441 C4+1 C8+2 C4+1 C4 +1 C8+2 C4+1 C4 +1 C8+2 C4+1 04 +1 C6+2 C4+1 014.1 C8 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HOOK 5 5 5 5 5 8 5 5 5 5 5 5 8 8 6 8 0 8 8 6 8 6 8 6 GLASS TYPE -4, 8, EA 6.0 40.0 60.0 400 80.0 400 80.0 400 60.0 400 60.0 -60.0 80.0 -80.0 60.0 40.0 30 11&8 0411 04+1 08+2 04 +1 04 +1 08+2 04+1 04 +1 08 +2 0441 04 +1 0842 04+1 04+1 06+2 04 +1 04 +1 08+2 04 +1 04 +1 08 +2 04+1 04+1 08+2 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 1,2 12 12 12 12 12 12 12 12 P -1100X5 5 6 55 5 55 6 5 5 5 5 6 8 8 8 8 8 8 8 8 6 0 8 GLASS - 4.4A6.8A 60.0 -80.0 604 -60.0 60.0 40 80.0 40.0 WD 40.0 606 40.0 80.0 40.0 80.0 40.0 38 H&8 C4+1 0411 C6+2 04 +1 04 +1 C8+2 04+1 04 +1 08+2 04 +1 04 +1 08+2 04 +1 04 +1 08+2 04 +1 C4 +1 08+2 04+1 04 +1 08+2 04.1 04+1 06+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HOOK 5 5 5 55 5 5 6 5 5 5 8 6 8 6 6 6 6 7 7 7 7 7 7 GLASS TYPE- 4,4A6,8A 80.0 40.0 60.0 -804 80.0 40.0 60.0 404 60.0 40.0 80.0 -80.0 60.0 400 606 -80.0 42 1188 04 +1 04+1 C8+2 04 +1 04+1 08 +2 04+1 C4 +1• C8+2 04 +1 04+1 C8+2 04 +1 04 +1 C6+2 04 +1 C4+1 C8+2 04 +1 04 +1 08+2 04 +1 04 +1 08+2 JAMBE 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOT( 5 5 5 5 5 8 8 6 6 8 6 6 6 8 7 7 7 7 7 7 8 8 8 8 0 *.#88 TYPE -4, 44, 8, SA 600 40.0 60.0 -804 60.0 40.0 60.0 406 800 40.0 600 -60.0 60.0 40.0 60.0 404 48 , 1188 04 +1 C4+1 08+2 04+1 04+1 06+2 C441 C441 08+2 04 +1 04 +1 08+2 04+1 04+1 08+2 C4+1 C441 08+2 04 +1 04 +1 C8+2 04 +1 04 +1 08+2 JAME 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 " 12 12 12 12 12 12 12 P -HOOK 5 5 58 8 8 8 8 8 7 77 7 7 7 8 8 8 8 8 6 98 8 GLASS TYPE - 4,4A,8,8A 60.0 40.0 60.0 400 80.0 -80.0 000 40.0 PANELS OVER 48" WIDE NOT AVAILABLE OVER 9S" HIGH 54 1188 04 +2 04+2 05+2 04 +2 04 +2 05+2 04+2 041+2 C8+2 04+2 04+2 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOX 6 e 6 8 8 6 5 8 7 7 7 7 GLASS 1 PE- 4.4A6.6A 800 408 60.0 40.0 60.0 -800 400 60 H&S C4 +2 04 +2 C5+2 C4 +2 04 +2 05+2 0442 C4 +2 00+ 04+2 C4+2 C5+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 8 6 8 8 7 7 7 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4" SILL 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP I8 48.87 PSF MAX WHEN USING THE 4° SILL POSITIVE DP IS 60.0 MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A 3.21/2", 31/4 "AND 4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1V2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. = EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. DP SLL RISE ( +) OBSON 1133H7 LOAD RUSH -1 -12° WA LOW -2-12° +48.81 PSF MED - 3-1/4' +130.0 PSF HIGH -4' • 60.0 PSF SEE NOTES 1 -3 OH HEIGHT L STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90° INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7° DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" OH LENGTH OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 Arw0* ra",en 8310 600&80 A.+m".a 9 PERMINADADECOMMEMS 6.8054 SRO 11/4969 A mamma mummy EiHG DOA 8/U08A9 etlelseth 1870TECHNOLOOYORNVE NOXI L68, FL 3871 P.O. BQX 182D FL MR DP AND ANCHORAGE SERIES 770ALUMINUM SGD - LMI Sosslabt 8(D770 Saes NTS 444:NA1++O +V• MIt: LLG' 8 r 28 535 q ������j PG70002 B COBS�A2l -ST S.+ tS E Fl Approved as ess=g11401119 L 'mss w BDm1 L.Lf 1 I /Lh•Ja- a IUIRllai4 `•i 44t4',, v. 0 49i •OZ r Robert J. Amoruso. P.E. PE849762 328+5 P16 321-180 -1750 FAX 3214480.1789 DESIGN PRESSURE AND ANCHORAGE- UN- RENFORCED -HEAVY DUTY STILE - H ERN DUTYASTRAGAL TABLES. H &8, 3.V TAPOON) SWETT. >FEAD &SILL(I8, INTERLCC1C, a. JANIE ANCHOR OTY. *. CCKANCHORQTY. 04- 7118" LAMN4TED GLASS- (3411- ME" LAMMED GLASS GS- V LAMNAT® MU. -( WA -7/16° LAMMED .QU.- (1/4 STRAIGHT& CORKRASTRAGAL CLUED:RI:LW INTEMEDIATE AN0HOR COY. PER PANEL Anchor Types: (3118° Ks. 180P/ 3116' HS.) 1) '1A" ELCO N(FORVE - (Ur RS. /SOP /1 /4"HS.) 2) IN" 894CRt1E.FLIR 3118 °TFkP. /AOt / MS' HS. !93P/3118 "HS.) 3) 'SHB"LLTRACCN " TEMP. /AR/3fl8°H.9. /SOP /3/18'11&.) 4) '8120189,SCRI 1!(G5) 'SE:ANCH01810ENOTE81 &2044 UNIT HEIGHT 00 84 90 98 NOM. PANEL WIDTH FRAME SIDE § 1 + 90.0 PSF § 1 g Z U 1c �j g 0 1g t3 g GLASS TYPE -4, 4A 0, OA 90.0 - 90.0 90.0 -80.0 90.0 -90.0 90.0 -90D 24 I H&S C6+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C6+2 C6+2 C8+2 C8+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 6 6 5 6 5 5 8 6 8 8 GLASS TYPE - 4, 4A 6, 8A 90.0 -90.0 90.0 - 80.0 80.0 - 80.0 90.0 -900 30 a d H&S C8+2 C6+2 08+2 08+2 C8 +2 08+2 08+2 C8+2 C8 +2 C8+2 C9 +2 00+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 8 6 8 6 8 8 6 0 7 7 7 7 GLASS TYPE - 4, 4A 6, 8A 90.0 -90.0 80.0 - 90.0 90.0 -90.0 90.0 -900 38 H&S C8+2 C18+02 06+2 C18+2 C8+2 C6 +2 C8 +2 C18+02 C8+2 C8+2 08 +2 C8+2 JAABB 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 7 7 7 7 7 7 8 8 8 8 GLASS TYPE - 4, 4A 8, OA 90.0 - 90.0 90.0 - 80.0 90,0 -90.0 80.0 -800 42 H&S 06+2 C6-2 C8+2 C8+2 C81 +2 C8 +2 C81+2 C8+2 C8 +2 C8+2 C8+2 0822 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 7 7 7 7 7 8 8 8 8 9 9 9 GLASS TYPE -4, 4A 6, 6A 80.0 - 90.0 90.0 -80.0 80.0 - 80.0 90.0 -800 48 I 11&8 C8+2 C8+2 06+2 C6+2 C8+2 C6+2 06+2 C8+2 C8 +2 08+2 08 +2 C0+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HHOOK 8 8 8 8 8 B 9 9 9 10 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL. 2. WHEN USING THE 21/2° SILL, POSITIVE DP IS 48.67 PSF MAX. AND WITH THE 31/4° SILL, POSITIVE PRESSURES I8 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3.21/2', 31/4°, AND 4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. HEAVY DUTY ASTRAGAL HEAVY DUTY STILES EXT. 90° OUTSIDE CORNER TABLE 3A SILL HT. VS POS. DP SDI R ( +) DESIGN I- EIGHT LOAD FLUSH -1 -1tF NIA LOW - 212" + 48.87 PSF MIE7 - 3.1/4° +60.0 PSF HGH - 4" + 90.0 PSF SEE NOTES 1 -3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25° 90° INSIDE CORNER j. OH LENGTH .1 OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 Fawer wad BA RAW ep MAO Onemge Rairtax 8 Milster A PER MAN I DAZE COMMEV89 PER WAMIOADE00M01008 bair 10707E700N0.OGYORM 1080>808 FL UM P.O. BQX1529 NOKOMI, FL sacra DP AND ANCHORAGE ey t41,1 i. Lt4 SERIES 770 ALUMINUM SGD - LMI L,9,mLht Calm aara UMW& 800770 NTS 9 • 23 PGT0002 N° it OF.jy4 Robert J. Amortise. P.E. PE 049782 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4" ELCO ULTRACON (FORMERLY TAPCON) • 2) 1/4" ELCO 934 CRETE -FLEX 3) 5/18° ULTRACON 4)612 STEEL SCREW (05) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHTS. 7 -9•L HEAD & SILL 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8° FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90 ° CORNER ON SHT. 11-12. JAMBS & P- HOOKS8" MAX FROM BOTTOM AND 21° MAX O.C. UTILQING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. THOSE AT THE HEAD AJVD SILL 3.5° CENTERLINE INTERL • -- CLUSTER — -- SHT. .. Amp-- STRAGAL INTERIOR CENTERLINE 24" MAX O.C. t 8° MAX. BETWEEN CLUSTERS OR THOSE "I 1° I I �^ r Trw, I BETWEEN A CLUSTER AND A FRAME JAMB OR P-HOOK 2.`04° 4.051" I O O O ; t EXAMPLE OXX ANCHORAGE PLAN: Tn' (3) PANEL, 48° x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE 7 3.5" 3.5' --�I 24" MAX O.C. C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL, 2 -TRACK EXAMPLE SHOWN) I. (14) ANCHORS TOTAL SEE CLUSTER DETAILS, SHT. 11 3.5" TYP. INTERLOCK CENTERLINE 3.5° TYP. J (7) P-HOOK ANCHORS 8• SEE NOTE BELOW 14° 8" C4 +2 & CORNERS n (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP. JAMB CLUSTER � DETAIL BELOW 2 C4 2 C4 x 2 C4 2 0.C. (10) ANCHORS PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING EXAMPLE OX-90° OUTSIDE CORNER XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE SEE (LUSTER DETAILS, INTERLOCK CENTERLINE SHT. 11 EXTERIOR Roams maw BF NNW 0 . '-- SEE CLUSTER DETAILS, SHT. 12 8° MAX _J O ode OMDE+4o Rwrbec 1" I NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM & NN ON SHEET 15 FOR P -HOOK ANCHORS PER EMABOMECOMMENTS woo AA exx AnAint 4 A PER WAN IONS C KN&N7$ 9MC sosog *mud Or AYA O.xc WO TECHNOLOGYORAE IINOKOM$ R 9121E P.O. BQX 1829 N0XOA8$ FL 94274 hi I II_il 3.5" 2.04' TYPICAL JAMS CLUSTER FOR DETAILS M. N. 0. P.0$R 4.051' MIN. 0.C. EXTERIOR - APPrandeleamptatartebes Code ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUMINUM SGD - LMI SedaNitobt S •..xoxv 1xx 900770 NTS 10 d 23 POT0002 1 a 19A•MAI4I U tlr• N,� LLO 898 N t.KX• NWkfL HT $1* C28 ROCXL'l FL e STATE OF '411: $t4 NAL jP�* Robmf A l 26, PE. PE 04110152 2683 PH 3214NINI7B6. FAX 3214310.1786 • x I x x X x MAX. .= FRAME ANCHORS •AN HOOK ANCHORS MAX x x R x N x x x x M x x �M AAX �• • Le... • • • ilAX 10'MAX� • • • A • • • • 10' • 3• .. 3° MAX, x x 21 MAX. R R x x R 8° MI . x 1 x x R x 8° MAX. TYP. R --_.._ x R x 24° MAIL O.C. 0.C. (10) ANCHORS PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING EXAMPLE OX-90° OUTSIDE CORNER XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE SEE (LUSTER DETAILS, INTERLOCK CENTERLINE SHT. 11 EXTERIOR Roams maw BF NNW 0 . '-- SEE CLUSTER DETAILS, SHT. 12 8° MAX _J O ode OMDE+4o Rwrbec 1" I NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM & NN ON SHEET 15 FOR P -HOOK ANCHORS PER EMABOMECOMMENTS woo AA exx AnAint 4 A PER WAN IONS C KN&N7$ 9MC sosog *mud Or AYA O.xc WO TECHNOLOGYORAE IINOKOM$ R 9121E P.O. BQX 1829 N0XOA8$ FL 94274 hi I II_il 3.5" 2.04' TYPICAL JAMS CLUSTER FOR DETAILS M. N. 0. P.0$R 4.051' MIN. 0.C. EXTERIOR - APPrandeleamptatartebes Code ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUMINUM SGD - LMI SedaNitobt S •..xoxv 1xx 900770 NTS 10 d 23 POT0002 1 a 19A•MAI4I U tlr• N,� LLO 898 N t.KX• NWkfL HT $1* C28 ROCXL'l FL e STATE OF '411: $t4 NAL jP�* Robmf A l 26, PE. PE 04110152 2683 PH 3214NINI7B6. FAX 3214310.1786 L INT. L ASTFAAGAL oofi r-.--INTERLOCK CENTERLINE 2- TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 INTERLOCK CENTERLINE I INT. 3- TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 A'?TR7Ii3AC151k 1 INTERLOCK -^1 CENTERLINE I 1 1 4- TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER -C4 1.75 3.6 INT. I 2.040 4.051• r INT. 3.6 A§fi3AAWA- �R' i r h.—INTERLOCK CENTERLINE 2.040 4.051 7 2- TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 INT. 3.6 J L ASTWAt�A1.OI INTERLOCK CENTERLINE h1.75 4.061 2.040 7 2 -TRACK ASTRAGAL /INTERLOCK ANCHOR CLUSTER - C6 iNSTRAaALaR INTERLOCK CENTERLINE I 7 J NOTE: INT. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS 3.5 SHOWN ARE IN INCHES. .1110 L 4049 __ � J ANCHOR CLUSTER - C5 INTERLOCK CENTERLINE INT. I J 4 -TRACK ASTRAGAL / INTERLOCK) ANCHOR CLUSTER - C5 2.04 3- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 INSTRA EDR jINTERLOCK CENTERLINE INT. 1 4—TRACK ASTR / INTERLOCK) ANCHOR CLUSTER -CB ax Rwlebar Ittaikor aMc maw.. PERMIAMIDADECOMMENTO BMs 16707EC LOGYONVE Norcoma FL NOV P.a 15 FL 3074 ANCHORAGE EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI 01117170 NTS /i of 23 o�v PO70002 dpAroeda Dab Mr, rr N 4975 ` E • O 6 AN Robert .1. Ammuso, P.E. PE #49752 a =: • P. cc • �� _ _ .rL- . 'q1q. c 11 2.04 INT. as 3.889 a • f 35 - --_t 2- TRACK, 90° OUTSIDE CORNER SHOWN, 2- TRACK. 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - 04 I7 I °II" 2.04 3.889 t o � I ZL3.5 dd I t 1 t j 3- TRACK. 90° OUTSIDE CORNER SHOWN. 3- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) C•6 ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS r i INT. -a' • 2.04 2- TRACK, 90° INSIDE CORNER SHOWN. 2- TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C8 USED FOR C6 AND 08 ..iI.IL 3.6 3.889 3.5 t _I t! S 1 _ 1 / 2.04 r .[ ..I a I •11.1 L„%7 L 4- TRACK, 90° INSIDE CORNER SHOWN. 4- TRACK. SO° OUTSIDE CORNER SIMILAR (OPPOSITE) C-8 ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. Dew ex notatlejo SV 8A1D ESC Dew MAMA Dew 11/1610 Ramon B Alone A CdedvdMo PER MIMS DAVE CONIC. t PER MAW DMBCOMMENTS D.bo 1070 TECHNOLOGY ORME NO3COMIX R 8Q74 P.O.BQX1629 NOKOd98, FL 81274 ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI sonxude 868770 .cue NTS ••• 12«23 ••••• POT0002 .�i :)MES•fto • ���4;.•• CEM�q ••b��i STATE : W. RobntJ. Ammo°, P.E. 1' MIN. E.D. TYP. EXT. 1/4' MAX. SHIM 2 1/16" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 1° MIN. E.D. TYP. MIN. L 3/8° MIN. 1/4" MAX SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL A, 2 -TRACK FRAME HEAD WOOD INSTALLATION SEE ANCHOR NOTE 6 SHT. 1 (1/4° MAX) DETAIL B. 3 -TRACK FRAME HEAD WOOD INSTALLATION DETAIL C. 2 -TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2x WOOD BUCK TYP CONCRETE INSTALLATION SEE ANCH.NOTE 3, SHT. 1 SEE CHART, SHT. 1 2 1/16" O.C. TYP. SEE CHART, SHT.1 2 1/16°° O.C. TYP EXT. 114° MAX SHIM 114" MAX SHIM EXT. NCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 2 1/18° O.C., TYP. SEE ANCHOR NOTE 6 BHT. 1 21/18° ?MIN I O.C., TYP. ED., TYP. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX) EXT. 1 3/8" MIN. SEE CHART SHT.1 DETAIL 0, 3 -TRACK FRAME HEAD CONCRETE INSTALLATION 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 (1/4" MAX.) 4 �- EOM13/8 "MIN. r. :..•• ;F•• . DETAIL E. 2 -TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 5 SHT. 1 (1/4° MAX) 2 1/16° 1" MM O.C.. TYP. E.D., TYP. DETAIL F. 3 -TRACK FRAME SILL WOOD INSTALLATION 21116" O.C., TYP. EXi SEE CHART, SHT. 1 DETAIL O.2 -TRACK FRAME SILL CONCRETE INSTALLATION 1" MIN E.D., TYP CRETE 1 3/8' MIN. SEE CHART SHT. 1 21/16° O.C., TYP. CONCRETE WOOD ANCHOR IR4 RTR/CK FRAME HE NOTE 2, SHT. 1 WOOD INSTALLATION SEE CHART. SHT.1 DETAIL H, 3 -TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART, SHT. 1 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 6, SHT. 1 (1/4° MAX.) • SEE CHART SHT.1 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 =edeseampbdege11999 .,.;.... Cede `�i;rrlr 21/18 O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J 4 -TRACK FRAME HEAD CONCRETE INSTALLATION Oafs AMPEX IlmariEF DSc e RIPIAOM A 19.dvel* PPRMINE DADE COMEEMIS PEMM4M1DADECOMMENTS ea, 21/18° O.C., TYP. 1° MIN E.D., DETAIL K. 4 -TRACK FRAME SILL TYP. WOOD INSTALLATION 1U1O TECHNOLOGY ORM NOKCIES FL SE M R4 4978 IT 2 B Rabat J. AMMO% P.E. PE 246182 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 2 1/16° 0.C., TYP. SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) 1 3" MIN. 1/4" MAX SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 21/10," O.C., TYP. SEE CHART, SHT 1 DETAIL L. 4-TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART SHT. 1 1/4" MAX. SHIM —61 7111 SEE CHART SHT.1 CONCRETE ANCHOR -41 TYP, SEE ANCHOR =111 NOTE 1, SliT. 1 1° MIN. 1/4" MAX SHIM --7- 1- Ext I WOOD ANCHOR TYP., SEE ANCHOR NOTE 7, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 2 1/16° 0.C., TYP. DETAIL M. 4-TRACK FRAME JAMB WOOD INSTALLATION P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS CONCRETE ANCHOR TYP., SEE 1 wr MIN. ANCHOR I NOTE 1, SHT.1 1" MIN. 21116° DETAIL 0, 4-TRACK FRAME JAMB O.C., TYP. CONCRETE INSTALLATION 1 353° MIN. DETAIL N 2-TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING 1 316" MN. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1/4" WOG SHIM 21116' 0.C., TYP. 1° MIN. SEE CHART SHT. 1 y 21/16' 0.C., TYP. 3.6" MCAJBliagaEMBLQBM6IA M, N. O. P. CI & R DETAIL P. 2-TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART SHT. 1 1/4" MAX SHIM / CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SW. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 • , DETAIL R, 3-TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT. 1 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS NCRETE/MASONRY (GROUTED BLOCK ONLY) DETAIL Q. 3-TRACK FRAME JAMB WOOD INSTALLATION 1" MIN. 2.693' MIN. EXT. DETAIL S. P-HOOK WOOD INSTALLATION 1 3/4' MN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 11/4 MIN. E.D. SEE CHART, 1- r Z SHT.1 EXT. 2.693" MIN. DETAIL T. P-HOOK CONCRETE INSTALLATION SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, 31115. 7-9 PERTAIN TO THIS ANCHOR LOCATION. [We Revistex amid" Cafe Ifthr 0110570 ROVISIOM PER WAVIDNIECOMMBIT3 rormIllys oresefir SAC WRAP Daft OBAN/09 thwiresta PER INA WOADECOMMENIV OftWesetW AAA 1078 TECHNOLOGY DRIVE NOK01411A FL 34275 P.O. 80X1029 NOKOU*FL34274 ANCHORAGE DETAILS YIN SERIES 770 ALUMINUM SGD - LMI :711tttal RobePd E J. AmS:176a s s°. P.E S30770 pITS 14 23 P0117002 __ERPAO re C 1.LC 53012—CP•awR TIT RTF P1 RITFIF Fnit. FLr8FI PH .321.11110.17/01 FAX•MAIPEI•171351 P -HOOK MOUNTING ADAPTOR ANCHOR LOCATED MID-SPAN BETWEEN P -HOOK INSTALLATION ANCHORS 1" MIN. P-HOOK MOUNTING ADAPTOR ANCHOR LOCATED MID-SPAN 'BETWEEN P -HOOK INSTALLATION ANCHORS WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.893° MIN. DETAIL MM. P -HOOK FOR BOX RISER WOOD INSTALLATION DLO WIDTH - NOM. PANEL WIDTH - 7° DLO HEIGHT a NOM. PANEL HEIGHT - 826" DETAIL V, SHT. 18, ANCHORAGE DETAILS A' & 'C', SHT. 13 t A- DETAIL 'U', SHT. 18, ANCHORAGE DETAILS 'E' & SHT. 13 )0C-90° CORNER -XX (2 TRACK INSIDE 90° CORNER) INT. 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES SEE CHART, SHT. 1 • NCRETE / MASONRY (GROUTED BLOCK ONLY) SEE ANCHOR NOTE Z SHT. 1. ANCHOR QTY. FROM TABLES 13, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.893' MIN. DETAIL NN, P -HOOK FOR BOX RISER CONCRETE INSTALLATION /DETAIL 'EE'. SHT. 19, / ANCHORAGE DETAILS'N' &'P', SHT. 14 DETAIL BB', SHT. 19 EXT. _• DETAIL 'KW, SHT. 20 HORIZONTAL SECTION 8-B #10 X 1.50" PH SMS PANEL CORNER DETAIL FRAME CORNER DETAIL Among Rend iljc 8110 Oslo 0110910 RsNR"c ReWbw • P 1011AIODMECOZWWVT8 Rw41mc PER MAIODA08901A1EI08 ae„°ey pone OARteal8. new 1070 TECHNOLOGY WAVE AO>! RMa P.O BOX IUD 1101101013, a 04274 ANCHORAGE DETAILS / EXAMPLE ELEVATION SERIES 770 ALUMINUM SGD - LMI 6ebrar Bm770 1102 NTS 18 d 23 6.e•kb6b. PGT0002 asie B Ot p I9 :tii* �4s.`QIVA � ��( !!�, Robert J. Annuao, P.E PE OWE DETAIL 'CC', SHT. 19 ZDETAIL'FF', SHT. 19, ANCHORAGE DETAIL 14' & SHT. 14 ANC SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHT. 15 f DETAIL 'BB', SHT. 19 _0) DETAIL', SHT. 18, DETAIL SHT. 19, ANCHORAGE NOTES: HORAGE DETAILS 'N' DETAILS 'A' & P, SHT. 14 & 'C', SHT. 13 PANEL PANEL PANEL TYPE TYPE TYPE 0 y SEE NOTE \a 1 i 1 MAX. HT. SEE DP TABLES X j(IC DETAIL 1.7, SHT. 18, ANCHORAGE DETAILS 'E' OXXX (2 TRACK) &'G', SHT. 13 EXAMPLE 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7 -15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT = NOM. PANEL HEIGHT- 8.25" 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. 1 5 --1i PANEL TYPE 'CS' 1 W .. nie6�,n15151ffin MAX. HT. SEE DP TABLES XX -90° CORNER-)0( (2 TRACK DETAIL DE AILS'9, 90 °OUTSIDE CORNER) - EXAMPLE ANCHORAGE DETAILS 13 DETAIL V, SHT. 18, ANCHORAGE DETAILS 'A' &'C', SHT. 13 ty.-DETAIL 'EE', SHT. 19, 1 ANCHORAGE DETAILS'N' &'P', SHT. 14 DETAIL 'BB'. SHT. 19 DETAIL 'JJ', SHT. 20 / IPIT. - TT EXT. HORIZONTAL, SECTION A -A S TAE DETAIL 'CC'. SHT. 19 DETAIL'BB', SHT. 19 DETAIL 'DD', SHT. 19, ANCHORAGE DETAILS 'Cr &'R', SHT. 14 DETAIL 'AA', SHT. 19, ANCHORAGE DETAILS `S' & T, SHT. 14, 'MM' & 'NN', SHT. 15 DETAIL 'X' SHT.18, ANCHORAGE DETAILS'S' &'D', SHT. 13 PANEL TYPE K / SEE II NOTE 3 a PANEL TYPE �. / / MA H1 pE TABI POCKET MAX. HT. SEE DP TABLES XX -90° CORNER-)0( (2 TRACK DETAIL DE AILS'9, 90 °OUTSIDE CORNER) - EXAMPLE ANCHORAGE DETAILS 13 DETAIL V, SHT. 18, ANCHORAGE DETAILS 'A' &'C', SHT. 13 ty.-DETAIL 'EE', SHT. 19, 1 ANCHORAGE DETAILS'N' &'P', SHT. 14 DETAIL 'BB'. SHT. 19 DETAIL 'JJ', SHT. 20 / IPIT. - TT EXT. HORIZONTAL, SECTION A -A S TAE DETAIL 'CC'. SHT. 19 DETAIL'BB', SHT. 19 DETAIL 'DD', SHT. 19, ANCHORAGE DETAILS 'Cr &'R', SHT. 14 DETAIL 'AA', SHT. 19, ANCHORAGE DETAILS `S' & T, SHT. 14, 'MM' & 'NN', SHT. 15 DETAIL 'X' SHT.18, ANCHORAGE DETAILS'S' &'D', SHT. 13 AX. P MA H1 pE TABI POCKET PANEL P PANEL P PANEL P PANEL OXXXp (3 TRACK RIGHT POCKET) DETAIL W, SHT.18,-" EXAMPLE ANCHORAGE DETAILS? &'H', SHT. 13 DETAIL 'BB', SHT. 18 DETAIL'HH', SHT. 19, ANCHORAGE DETAILS 'M' &'O'. SHT. 14 DETAIL 2', SHT.18, ANCHORAGE DETAILS T &'J', SHT. 13 XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS 'K' EXAMPLE SHT. 13 & 'L', SHT. 14 1� f1/f8W 09i01r/09 A 3 RJ9 PER MAYO DADE_C01 Me418 PEA ACM DAaE00AR10$ amr 1WD7F(SROLODYDRNF NOICOUla FL 82278 P.O. a 1829 N PLS[97/ EXAMPLE ELEVATIONS 1k SERIES 770 ALUMINUM SGD - LM! adraee 99D77O NTS ft.* Karst& 16 s 23 I PGT0002 9d&yCh�deMfL ei Bu FML.,91.I ��.................. g.,b ur O : \t: i al g 0.0....4.0 0.1.1 Crp� ',S,O,, A Et4> Robert J. Ammueo, P.E PE 949782 ®8N_1XtDSWELLSi_STEC25. ROCK1=ME_EL H&_.PhE321_419 7138 EA 32L ., _ MA H1 pE TABI PANEL TYPE 'IC / SEE -4 NOTE a3 X PANEL TYPE 'M' 1 / X PANEL TYPE 'P / X PANEL TYPE 'P / X XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS 'K' EXAMPLE SHT. 13 & 'L', SHT. 14 1� f1/f8W 09i01r/09 A 3 RJ9 PER MAYO DADE_C01 Me418 PEA ACM DAaE00AR10$ amr 1WD7F(SROLODYDRNF NOICOUla FL 82278 P.O. a 1829 N PLS[97/ EXAMPLE ELEVATIONS 1k SERIES 770 ALUMINUM SGD - LM! adraee 99D77O NTS ft.* Karst& 16 s 23 I PGT0002 9d&yCh�deMfL ei Bu FML.,91.I ��.................. g.,b ur O : \t: i al g 0.0....4.0 0.1.1 Crp� ',S,O,, A Et4> Robert J. Ammueo, P.E PE 949782 ®8N_1XtDSWELLSi_STEC25. ROCK1=ME_EL H&_.PhE321_419 7138 EA 32L ., _ PANEL LETTER PANEL LETTER SINGLE era, INTERLOCK (80X88 LOG STILE R RXED LO KSTILE Ual BOGLE INTERLOCK M LOCKSTYLE • 18cao11) ASTRAGAL OUT cd mrci'Delliffix CS RECEIVER F!. ti euSINGLE FIXED LC" LOGKSITLE SC RICO LOCKSTRE ASTRAGAL OUT QS CORNER LOCKSTTZE J SINGLE Lcia BNTERLOCIC FDOED LOCKS7XE = ASTRAGAL IN SQ SINGLE INTERLOCK SINGLE ism INTERLOCK m` s_. ASTRAGAL AS RECEIVER swig. ASTRAGAL OUT • era SINGLE SA SIB INTERLOCK !" CORNER LOCK87¢E ena LE ASTRAGAL IN • ffia SINGLE INTERLOCK CI. LOCKSTIE NOTE: 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. 4 INTERIOR (ALL PANEL TYPES) EXTERIOR tra SINGLE ILA n) B F E K U (87X6+1) U (SOX,() A D SINGLE Mat • r ASTRAGAL IN IC SINGLE INTERLOCK SINGLE INTERLOCK SINGLE DITERLOCK CF CORONER Lys RECOVER J -+J-J� CORNER LOCKSTTLE FDA LCC LOC/ITQE SINGLE IN t— SINGLE INTERLOCK FC FRED LOGIT .E CORNER RECEIVER SINGLE INTERLOCK trja SAIGLE DJTERLocK PP SINGLE INTERLOCK ezzc DA Lor FIXED SINGLE INTERLOCK LOCKSTTLE RR LOCKSTBE zmili SINGLE DNT�OCI[ ASTRAGAL OUT ASTRAGAL IN LOCKBTILE SINGLE INTERLOCK LOCKSTBE LOCKSTI E c,C31 SINGLE INTERLOCK Oft Des LOCll771E BA ihroolita DEE Re.kkess 1WS•9 Itsrobbox A A PERMANBOAOEOtN UEN 8 Row RA DOR m.aeue• RI1 OWN (070 TE NNOLOGYDRIVE NNIWilf• FL 34278 P.O, BQX ism BGKOMBL FL SON PANEL TYPES SERIES 770 ALUMINUM SGD = LMI a rr.tid* lsnm ee t 8 77U I NTS 17 • 23 PRFPARRtIBY•PT. 1 IC. MR /YIRRWFI ANyonedme w••• P.rvua I0)n Robert J. Ammo. P.E. PGT0002 I A PE #48762 RT RIP MS RCCNI F P1 TRIM PM.. 4M.PNM17/11 FAX .111- RRR.17/'R SILL RISERS OPTIONS FLUSH BOX SILL RISER FLUSH FLAT SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER aEXTERIOR INTERIOR C> (ALL VERT. SECTIONS) ' HIGH BOX SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER DETAIL '1'SCREEN AT HEAD DETAIL I/ DETAIL W DETAIL '1" eF saw 8AA? OVERO 71784479 Asvela 8 187744344 A e om* Dale 8MC 08105109 04744448$ R4A PERMIA[AMEE( di78 Oats TEOMOOYDRIVE KOKOMO& R.34278 P.O.9QXS HOX4M$. R. 84274 VERTICAL SECTION DETAILS SERIES 77OALUMINUM SGD - LMI 800770 ask 1■7747 ~Oft NTS 18 a 23 P075002 DETAIL 'MM' SCREEN AT SILL Approved as em easel' ate a,hto RBemi : 4� I•( ts.4. ��,�► •,,.,,4,,. a :4:. ,. OF • �W ItRnhertJ. Anmmso, P. PE,49782 •'7. . -• rr. ! 7e = f •,. Y•, •7117.: K6•7•7:+: • 4 :fin. .. r :::f, DETAIL 'CC' HEAVY DUTY ASTRAGAL AND STILES DETAIL BB' DETAIL' EE' AT MIDSPAN DETAIL 'DD' (FIXED PANEL) INTERIOR (ALL HORIL SECTIONS) 0, EXTERIOR 'REM 81 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1 -3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE AT MIDSPAN DETAIL'FF' (FIXED PANEL) DETAIL NH 60 OR 81 DETAIL 'NN' SCREEN AT MIDSPAN DETAIL .(30' (FIXED PANEL) AT JAMB rs 01818,0 B Rn>48A title AtAdat MO IMAM A PBRIMe0M0800 7118 R OISP SMO PER MAW CADECOMMENTS Seetsgele 0 RAJA ease 1070 nressanOGY DRAM A'O COMIA FL scam P.CL BQX 1678 WOE R.81274 HORIZONTAL SECTION DETAILS T;ERIEi 77OALUMINUM SOD - LMI soma NTS 6RPPARFI1 BY. PTCC r' mR 19 d 23 836 N C.ORSWFL qT S P C28 ROCKLF DETAIL 7P Apptare6 es mmglyteBwlt M Cede Ate INTERIOR DETAIL 'JJ' DETAIL 'KK' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) Rime* Dew tea, Edo saw INN rrnaop a Ram= A PER LNMYA9DEGO WE4T8 ORRIN, IWt rN oeWEs Oar romTEONNOIOSIY DR E NOKOMIS, R. SIMS IIQX NOKOWS, 34274 HORIZONTAL SECTION DETAILS, CORNERS SERIES 770 ALUMINUM SOD - LM1 aYYlbll Iade SOISTRI NTS MPS ARM, RV. r LLC 20 0 23 638 N CORRINE' ONON W 8se PGT0002 A 878 C'�8 ROCKI E F ttttt ,�`•GEro 4e,e °' N 49752 No (,b Sr _ FL ITEM POT Dag. 0 POT. 0 Desolpffon 1 17308 817308 2 -TRACK HEAD 2 17303 817303 2 -TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3 -TRACK HEAD 4 17312 617312 4-TRACK HEAD 6 17314 617314 FRAME SCREW COVER 6 17317 817317 FRAME HEAI71JAM0 ADD-ON 7 17304 617304 2.-TRACK SILL 8 17301 617301 2-TRACK SI L WITH SCREEN RAIL 9 17307 617307 3 -1RACK S01 10 17310 617310 4-TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME S0._ SCREEN ADD-ON 13 17318 617318 FRAME SILL SCREEN END ACOON 14 17305 817305 2 -TRACK JAMB 15 17302 617302 2 -TRACK JAM® WITH SCREEN RAIL 16 17308 817308 3 -TRACK JAMB 17 17311 817311 ' 4-TRACK JAMB 18 17372 617322 SILL RISER - 0 19 17319 617319 SILL RISER - 0 HOLLOW 20 17321 817321 SILL RISER - LOW FLAT 21 17318 617318 MIL RISER - LOW HOLLOW 22 17355 617355 SILL RISER - MED FLAT 23 17354 617354 SILL RISER - MED HOLLOW 24 17320 817320 *ILL RISER - HIGH HOLLOW 25 17323 817323 SILL RISER - HBGH FLAT 28 17333 817333 POCKET DOOR P -100K 27 7070 87070 NEOPRENE BULB WSTP FOR P+-OOK 28 17334 617334 POCKET DOOR P-HOOK MOUNT 29 17335 617335 P -HOOK COVER 50 17348 817348 POCKET DOOR P -HOOK FOR BOXIOSER OPTIONAL PARTS (NOT SHOWN N DRAWING) 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 7LOCKWOSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 84428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RA9. 48 4318 612257 SCREEN BOTTOM RAIL 47 688 7SRAZ STANDARD ROLLER 48 688 7SRAX STA1OAROROLIER- sr. 51L. 49 4344 84344 SCREEN ASTRAGAL 50 17349 617349 OX) SCREEN ASTRAGAL ADAPTER 51 1892 81892 SCREEN SPLINE -.165 52 1894 81194 SCREEN SPLINE - .150 53 6181800 SCREEN CLOTH 54 1725 112' x 4° x 1/18" SITTING BLOCK 65 1728 1° X4° X1/18° SITTING BLOCK 202 GLASS 7118 LAMINATED HT -HT PVB 203 GLASS 9716 LAMINATED HT-HT PVB 204 GLASS 7116 LAMINATED HT-HT SOP 205 GLASS 9/18 LAMINATED HT-HT SGP NOTE: ALL ALUMINUM = 8063 -T6 ITEM PGT Ow. # POT.8 DesC9Flon 80 17325 617326 PANEL STB.E 61 17328 617328 PANEL STILE (HEAVY DUTY) 62 17327 617327 INIERL0O< ADAPTOR 83 1225 6TP248 VINYL BULB WSTP. - THIN pNSIOE INTERLOCK) 84 1729 71729 SILL END WEATHERSTRIP PAD 65 17326 6173328 INTERLOCK SCREW COVER 07 17329 817329 ASTRAGAL 88 17339 817339 HEAVY DUTY ASTRAGAL 69 17324 817324 TOP & BOTTOM RAIL 70 17359 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71896 1 1!? xr X319' I;IGH FIN SEAL DUST PLUGS 72 6153 76153X TANDEM ST. STL ROLLER'ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 995 75 8185 78185X GEMINI MORTICE 3 -PLY DUAL LOCK W/LONG TRIM PLATE 70 71032XIFPFX #1032X1° FL SS SCREW Wl TYPE °F" TIP 77 7103239 10-32 STEEL ENC U.MJT 78 17358 617358 3118 & 1/4 OGEE BEAD HORIZONTAL 79 17357 617357 'WIG BEADHO?RIZONTAL 80 17959 617359 7118 BEAD 14018ZONTAL 81 17380 617380 916 BEAD HORIZONTAL 82 1224 BTP247K VINYL BLAB WEATHERS RIP 83 IGTAPE 1/2 X 1/16' SINGLE SIDE AL2ESIVE TAPE FOR IG BEAD 102 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1898 71888 DUST PLUG 103 8188 78188X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FDED PANEL CUP - 6• LONG 103 17352 517352 EXTERIOR RED PANEL RETAINER 107 1739 71739 HANDLE KT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT - RAISED EXTERIOR HANDLE 109 1731 76102SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 110 1732 78176 HANDLE KT- RECESSED EXTERIOR PULL 111 710XG4PPSDAX 010 X374° PH. PN. TEK - S.S. 112 1235 67518 WSTP..270 X.170 - FN SEAL 113 1712 84086 .187 X.230 FNSEAL 114 710XI15PPX 010)(1 1/2° 115 710XPPT #10X1° 116 72OXIX #1420X1" ST. STL. 117 7202512X 01420 X1.5" ST. STL 118 17338 817335 CORNER RECEIVER 119 17337 817337 OUTSIDE CORNER ASTRAGAL 120 17338 8117338 NSIDE CORNER ASTRAGAL 210 GLASS LAMNATED IG 3J16T- 7116 LAMINATED HT-HT PVB 211 GLASS LAMNATED IG 1/4T- 7118 LAMINATED HT-HT PVB 212 GLASS LAMINATED* 3/167- 7118 LAMINATED HT-HT SGP 213 GLASS LAMINATED IG 1/4T- 7/16 LAMINATED HT-HT SOP Deft ItsitaBy D!m es 860 J314TC Onfikssx 8 A teekkrd* RM PST NM MOE CCAMENTS PER WAN DAD1 OMMENT& Ikea 1070 TECHNOLOGY DRIVE R.30= RQ 8177C1529 NOXOMIS. R9074 PARTS UST SERIES 77OALUMINUM SOD - LM/ erg .SOD79D ecdn lm.* 21 or 23 ex.ppe. PG70002 aeampIJleswith the - 1-1.• 1 :tl: ' r.r ci, - W1: -'r:- . r c, Robert J. Anlon o. P.E. PE 849752 1.050 °� 0.050" 0.779° 0.080° 0.83" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) (85) MAT'L' 8063 -18 (5) MAT.: 8083 -T8 0.233° 0.05? P-HOOK SCREW COVER (29) MAIL: 8083 -18 0.752" 1.060" 0.752° SILL TRACK (78) MAIL: 8083 -T8 (11) MAT'L: 8083 -T8 3.979° 0.550° 1.739° GLAZING BEAD (LG.) FIXED PANEL CLIP FIXED PANEL RETAINER INTERLOCK (79) MAIL: 6083-T6 (105)MAT'L: 8083 -T8 (106) MATL: 808318 (62) MAIL 608316 3.979° 1.645" P -HOOK FOR BOX RISER (30) MAT'L• 8083 -113 4.125" STANDARD ASTRAGAL (87) MATL: 6063 -T6 1.304° 0.082" P -HOOK (26) MAT L: 6083-T6 f 0.750' i o.o8r 4.056" HIGH BOX SILL RISER (24) MAT'L• 6083-T8 3.25° TOP/BOTTOM BOTTOM RAIL (89) MAIL: 8083 -16 -ry 1.872" 0.750" 0.082° 3.305" 1.8° 3.125" STANDARD STILE 80) MATL: 6083.16 0.23r 0.281° HEAVY DUTY ASTRAGAL (68) MAT'L: 6063 -T8 3.125° HEAVY DUTY STILE (81) MAIL: 8063 -18 o.osr � 1.487° SCREEN STILE I (40) MAIL: 8083 -18 0.082" -.41-.- 0 760° FLUSH FLAT SILL RISER -•1r. -4- 0.232" -1 i I 2.455° . - „._ 2 305 r 0.082" 0.082 -°►�� 0.082" - --+I -- MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SO-L RISER (23) MAIL: 8083 -18 (21) MATL: 8063-T6 el 9) MAT'L• 8083 48 (20) MAT'L: 8083 -T8 (22) MAIL: 608316 (25) MAT'L: 8063-T8 P -HOOK MOUNTING ADAPTOR (28) MAT'L: 8083T8 0.232" 3.955" Render enbo Rafter Raeder Dead Amebae Rimier 6LlD Adage's: A' eemer SMC mow 0828/09 aemder RJA Aft 10707EC Af0250YDRA'E A97d[O I3. FL MTh P.0.8QXt NOMLO , FL $W4 EXTRUSIONS SERIES 770 ALUMINUM SOD - L M1 :ran 1.114•4.I• em.Abae 8@5770 mee 22 or 23 eaae" y. ... ad. • a .t: Rebell J. Amin e% P.E. 0E1149762 5.069" =r- -tfV Asir 0.081" - 2 -TRACK HEAD (1) MAIL: 6083 -T6 6.198° 0.081° - 2TRACK HEAD W/ SCREEN TRACK (2) MAIL: 6083 -T6 7.105" uu 0.081• - 3 -TRACK HEAD (3) MAT'L• 8063.18 9.142° 8.552" $IV 1 1 1.211" 1 J OD 4 -TRACK HEAD 0.081° - (4)MATL: 6083 -T6 5.621° L 11 f 0.080" J 4 -TRACK S LL (10) MAT': 8083 -16 6.528° 0.080" 3 -TRACK SILL (9) MAIL: 6063 46 6.221" 1.505° 1 1.505° 1.505" 0.080" 2-TRACK SILL W/ SCREEN TRACK (8) MAT': 8083 -T6 SCREEN TOP RAIL (45) MAT': 8083 -18 0.875" 0.062" SCREENBTM. RAIL (48) MAIL: 6083 -T6 1.03" 2.893° 1.6" 0.080" 4° INSIDE CORNER ASTRAGAL (120) MATL• 6083 -18 OUTSIDE CORNER ASTRAGAL (119) MAIL: 6063 -16 738° 7.105' 3 -TRACK JAMB 2.826" (16) MAT'L 5063-16 CORNER RECEIVER (118) MATL:6083 -T6 lbasidtbe Deo lialaterra Reveeg arm lifyr SVC ore Oar Oft itedslaw A aee°reex RJA PER MAAADADECOMMItlPl9 Ode f0707732#10LOSY DWVE Ado FL 342721 P.O. septum eWROARIO, FL MN EXTRUSIONS SAS 770Ac e.oade emee 80D770 NTS PREPARED 9Y• C. LLC' 2 -TRACK JAMB (14) MAT'L: 8083 -T6 1.38° 0.081" 9.141' 2 -TRACK JAMB W/ SCREEN TRACK (16) MAT'L• 6083 -16 ...nunM.pi amp 9 •cP0 OS 4 -TRACK JAMB 0 1. .. (17) MAIL: 806316 = -0 % i t1C� '+ a ATE OF • 4 w ALUMINUM SOD - LMI t*** 10NAu SNP ���, Rotten J. ABm imo, P.E. PE #40752 538 N CbG4WEL ST STE C28. ROCKLP FL32888. PW 37148b17A8 FAX x21.450.1749 ark wua • 23 a 23 o POT0002 A Florida Building Code Online Page 1 of otAlvarac b A#R4GR.:?9s' Ct5<JTl: G'b` BCIS Home 1 Log In User Registration Hot Topics 1 Submit Surcharge ! Stats & Facts 1 Publications FBC Staff 1 BCIS Site Map Links Search COMM unity Aff ai; s COMMUNITY ^PLANNING ► HOL1SING & COM. D(nUEL. P1 ENf, 411-Y1 ► EMERGLNC AdANAGJEMTENTT 1 OFf 1G1 OF THE SCGF2CT�,F3Y; Product Approval USER: Public User Product Approval Meng > Product or Application Search > Application List > Application Detail FL # FL8022 -R1 Application Type Affirmation Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address /Phone /Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493 -8551 tomj @tc- alum.com Authorized Signature Tom Johnston tomj @tc- alum.com Technical Representative Thomas B. Johnston Address /Phone /Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970 -9999 tomj @tc- alum.com Quality Assurance Representative Miami -Dade County Building Code Compliance Office Address /Phone /Email 140 W. Flagler Street Miami, FL 33130 (305) 375 -2960 BCCO@ miamidade.gov Category Shutters Subcategory Storm Panels Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Standard TAS 201 -94 TAS 202 -94 TAS 203 -94 Year 2004 2004 2004 http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgt3J23TJ5ekEObBWx4f9relpFYer ... 5/4/2011 Florida Building Code Online Certified By Page 2 of : I affirm that there are no chrpr'es it they nevi Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 05/16/2008 05/16/2008 11/04/2008 Summary of Products FL #' Model, Number or Name Description 8022.1 .050 and .0615 Aluminum Panels Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +/- Other: For design loads and spans refer to attached installation instructions Certification Agency Certificate FL8022 R1 C CAC .050miamidadenoa.adf FL8022 R1 C CAC .060miamidadenoa.adf Quality Assurance Contract Expiration Date Installation Instructions FL8022 R1 II .050miamidadenoa.odf FL8022 R1 II .060miamidadenoa.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation- Reports V Created by Independent Third Party: Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Coovrioht Statement I Accessibility Statement I Pluo -in Software I Customer Se ice Survey I Contact Us Product Approval Accepts: 6E1 E http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgt3J23TJ5e1cE0bBWx4f9relpFYer ... 5/4/2011 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Country Industries, Inc. 400 West McNah Road Ft. Lauderdale, Florida 33309 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www. buildinecodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevichh, P.E. bearing the Miami -Dade- County - Product- Control - Revision - damp- withthe Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03- 0421.13 & consists of this page 1, evidence submitted pages E-1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E. eZ NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Page 1 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0809.03 A. DRAWINGS: • 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/1212000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properties. -2. Certified Tenkile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. E -1 Hehqy A. Maker P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton - Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. . MATERIAL CERTIFICATIONS 1. None. E -2 h 4 �� -- � , Helm A. Maker P. E. Product Control Examiner NOA No 05. 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 • .0 o " N 0 0 S 8 1.05" (TYP.) LABEL LOCATION 21 1.0 2.02" SEE NOTE No. 10 I, a 12.00" COVERAGE 14.375" OSTORM PANEL �:J SCALE , 3" = 1' -0" 1/4 -20 MACHINE 125" TYP. SCREW r012" O.C.ISTUD .375" R DIRECTION ESED) 91" 14.632" 1.525" .886" 1 05" MIN. • ITYP.I oo ,i,11' 2.02" .062" 2.250 SEE NOTE No. 10 1 1 6.000° COVERAGE 8.332" 6-"la HALF STORM PANEL SCALE i 3" = 1' -0" 8136" .090" 090" pp II .215 11.00MIN. ;, 5.00" MAX. 090 060" SYM. .315" R it I'e a OS '3 0 0 062 .094" T P OVA O 62" .030" 2.250" 094" T P .0'4" o06" N '75" 2 000"; .060 "3.00" MAX. 2.250" I I o '0 n NI .120" .125" 375" .094" 0 0(0.2" n 2 020" 11 .250" 1/4 -20 MACHINE SCREW 12" O.C.ISTUD DIRECTION MAY BE REVERSED) : o o� 1 5" VP. ce 1- .091" TYP. 2.00° MIN. � ,j 2.00 "1 5.00" MAX. 1/4 -20 MACHINE CREW 12" O.C.ISTUD DIRECTION MAY- -7 BE REVERSED):. • HEADER O•U° HEADER se BUILD-OUT RP HEADER O STUD ANGLE O STUD ANGLE ALE : 3 a 1' -0° SCALE : 3" a 1' -0" SCALE r 3" a 1' -0" SCALE : 3" s 1' -0" SCALE : 3" = 1' -0" .376" .376" .875 "t .190 0 5" 3 "x.452 "655" 0.090" (TYP.) .190 ©STUD ANGLE O ANGLE OC °TRACK (FINISH) ® C TRACK O BUILD -OUT F-TRACK SCALE : 3" ° 1' -0" SCALE : 3" .1.-r SCALE r HALF SIZE SCALE :HALF SIZE SCALE : ALF SIZE Gk?IERAL NOTES: 1. OWN ZON I VE OF THE RLO �NA BUII i cr ; 2 �H7EEi1 E NtNO LOgAD�IDyURpA8�1pION F0ApC7TOER i[E ItiEVISSSSUTSED FSO�R WOODpEIAC(i��SHCCRENWCa 3• TW��11{NEED5E���gqLi pa�yyPpp RIOT:[ /C8R(g NCpE (W{EITNH�RTIHEp(G.�OpO RNMOTG COOS ZIO OOF VERN1Na 4. POR'S11'ESPECIPI[ APPLICATIONAOF THIS 5HU7TER SYSTEMCLUDE INFORMATION 5. BM THE THESE PAPROVOAII,D2CUMEtlI ESHALL COMPLY WITH CHAPTER 61015 -23 6. I D F17 ITHE SC M L PR EI.W57RUg/ SUe�I'f N 7. ANY MORIFICATIONS OR AOO pRIONS TO THESE HAPPROVAL pDOCUMENTS WILL VOID 8• TYMHEENAIFT $R�OOSVFALAOLCtCU�MYElIJTSCT O�TOPPTHE POLLO� IIjN�GppLOLPTIONS. OCOC�UII'l'[EENTp7SE, THE Al RE4� E AT � yE�VI EI Sp Arkgr1 7/ TOpLT Ip pLLO'EW�fiRp Y TN §�EE� f�;i+N ! T F.IA A tE CtlUNTY PROOUCTVCONTOOLPDIVISION R AND (pp�IME AREAS EOOKNLYOgOPST�I{OpN L�Bg "TRy/ATLLCBEyACpCPERE 11115 TpHpE�Btiniiae LO� IITCUtee. 9. AS FO OWS NEm IRALPER IIIRL ANO 5HALLEBE PEAMANENTLN LABELED TOWN& FT. qM ppLg SINILA,I�YY- DA�R�Eep••1�gq ppg�gZ {IgApPp(O�y�10���1 (L y I{ H 10.SaLLOWING MINIMUM THICKNESS ANO MECHAIi1CAL4PROPERTIESA NOMINAL 0.050 11. ALL EEXTTRRUSIIO�NpS1ySHALL R86 S6I0663�- 766EALLgUMIINgUNM2ALLOY, U.O.N 12'2 MINIMUM TENSILEASTRENGTH OP 80 ,w U.O.N.EO OR STAINLESS STEEL WITH 13,FOR "N AND "U"SMEA EA M SUNTIRG CONDITWN �HY WNEREAAPPQLICAal XCE" 0 ©'P TRACK SCALE r HALF SIZE Lmax., SEE STO PANEL SPAN J, SCHEDULE - TABLE 1 TYPICAL HOR)ZONT ELEVATION SCALE 1/4" ° 1' - 0" WIDTH UNLIMI 0 (PERPENDICULA TO PANEL SPAN' TYPICAL SECTIO 5 W m 1- 3 0 0 2 to 2 Q to N 2.00" 465 "1655" .440" 1 5 (TYP.) 86. ' rt (20 GA. GALV. STEEL GR 40 OR 0.050" 6063 -T6 ALUM) [OPTIONAL LEG DIRECTION (ZANIAC3ALL01) KEYHOLE ®°P ANGLE - TRACK O WING NUT O WASHER SCALE r HALF SIZE SCALE r HALF SIZE SCALE : HALF SIZE FASTENER (A 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. b @ 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) .563"0 1/4" MAX. MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. TRAP MOUNT CLOSURE DETAIL SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE SHUTTER AND WALL ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5' x 0.125" MAX. 1/4" MAX. ALUM. ANGLE U110-OUT CLOSURE PIECE DISTANCE r x 2" x 0.125" MIN. TO 2°x5 "x0.125 "MA PLAN \.,, VIEW \ EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. BUILD -OUT MOUNT CLOSURE DETAIL XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE AST£NER (6 12° O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. S @1 8" 0.C. FOR DESIGN LOADS GREATER ci THAN 110 P.S.F. (SEE ANCHOR ANCHOR) SCHED. ANY ACCEPTABLE W ITYP. BOTT ,650 "0 _ - KEYHOLE SLOT M MOUNT TYPICAL ' CAL ELEVATION SCALE, 1/4" a 1' - 0 315 "0 I 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING, WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PAN) SCALE, 1 -1/2" = 1' -0" P80DUC711EVffiBD 8000,0PSNEwletheRIOdth BaldIngCotfo A®e 00eN6 OS -O .03 aspirates Date 1/AM, • - . L.[/ Dads BY O 02 0' Z 06/29/2005 05-3;3 0 8 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN EXISTING GLAZIN REFERENCE CONNECTION E ANCHOR Y SCHEDULE FOR MAX. SPACING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING GLAZIN CONNECRON IYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING O A WALL MOUNT SECTION SCALE, 3" a 1' - O" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTON) 1/4" MAX. lar EXISTING GL AZIN /4" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN C2 CONNECTION TYPE XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING REFERENCE ANN SCHEDULE FOR MAX. SPACING -1/4" MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 PT ONAL LEG DIRECTION TYPE RENCE ANCHOR DOLE FOR MAX. ING EQ. 0 SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 R `-'RMAY BE EVERSE LE - TABLE 1) wW = y . Vl xZ E < EXISTING GLAZIN 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMIN OPTIONAL LEG DIRECTION 1/4" MAX. 0 81 MIONAC TOP DAMMING 1/4 -20 MACHINE BOLT WITH LOCK NUT (0 12" 0.C. (TYP. TOP & BOTTOM) C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING ITYP. TOP AND BOTTON) C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX t J W a. Z m 0. F E CO o W. V 10 a ea ti STORM PANEL SEPARATION FROM GLASS TABLE 2 BUILD-OUT MOUNT SECTION 8 SCALE, 3 =1' -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 DETAIL © (`PASS DEW SEC) ANCHOR SCHEME V4'A ITW TAPCON 1 /4"0 POWERS W/ 1 -3/4" MIN. CALK -IN W/ 7/e' (CONC.) OR 1-1/4" EMBEDMENT"' V4 -20 STAINLESS EMBEDMENT STEEL SCEW MACHINE _ I a wal 0.38108) OM �N64" 3 V4"6x MIN. 2 -1/2" LONG W000 LAO SCREW W/ MINPIUM 1 -3/4' EMBEDMENT OR TO W000 GRAIN WOOD 12" 4' 7• 12" CONNEC11ON TYPE REFERENCE ANCHOR z.\ SCHEDULE FOR MAX. SPACING D CEIUNWFl.00R MOUNT SECTION SCALE, 3" = 1' - 0" li THREE 1 /4 "Wx MIN. 4" LONG WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" EMBEDMENT INTO WOOD MEMBER EMBEDMENT 2" x 5" x 1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT 1/4" < MAX. % :. E / 1/4 "O THRU BOLTS \�\ W /LOCK NUT@12 "O.C. �� �: FASTENER, SEE DETAIL ©ANCHOR SCHEDULE, FOR MAX. SPACING '' TWO 2" x AL x IAN' R1 FERENCEON ANOR TYPE ALUM. ANQLE SCHEDULE FOR MAX. SPACIN EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE DETAIL EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 W Q 0. E F N w w J Q 7 0 E FASTENER @ 6" O.C. OR 5d 12" 0 C. ,BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING © 'P' TRACK/DIRECT MOUNT SECTION SCALE, 3" x 1' - 0" 1 -1/2' 1 -1/2" ---p,miret 1 omnowspoccolm ARM W000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. LL VI 0. b N O a ea, 14x 3/4" TEK SCREW d (112' O.C. BETWEEN TRUSSES XISTING GLAZING ®: ASS MU' SECTION CALE, 3 "a 1' -0" O F CERJN MOUNT / BUILD OUT SECTION SCALE, 3 " =1' -0" PRODUCT REVISED ox %IPIKED WO Ow EWER Code Actaptssee No 5.- I'.D3 le�rs�tirk - to :6714, !E vJ Knezevich PmTe,taxl R Dame 11111, Inv /°° 06/24/2005 AS NOTED Wel 05 353 ( sheet 2 of 6 .m 8 8 a 2 1 1 8 2 WOOD ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZIN 1- 1/2 "1 -1/2' A 1r R' x4 "OR1 "x6' 062" CONT. ALUM. TUBE (6063 -T6) GLASS 0 DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 SEE MINE STORM PGLASS TABLE 2M ONE 1/4 "0x MIN. 5" LONG WOOD LAG SCREWS 24" 0.C. MAX. WITH 2-1/2" EMBEDMENT INTO W000 MEMBER TWO 1/4 °0z MIN. 4" LONG W000 LAG SCREWS 24" 0.C. MAX. WITH 2-1/2" EMBEDMENT INTO W000 MEMBER 1/4" e .MAX. LL Z VI mw P4 q0 04 44 1114 x 3/4° TEK SCREW @ 12" O.C. BETWEEN TRUSSES 2" x 5" x 1 /B" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS @ 12" O.C. XISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING G OBUILD -DOWN / BUILD-OUT SECTION SCALE. 3" a 1' - 0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECITON TYPE REFERENCE ANCHOR SCHE XISTING CONCRETE, SPACING ULE FOR MAX. HOLLOW BLOCK OR W000 FRAMING NOTE 115E OP DETAIL SHALL BE IN CONSUNC110N MIDI AN "h • HEADER OR • U • HEADER TOP MOUNT OC-TRACK ASSEMBLY - INSIDE MOUNT SCALE. 3" r 1' - 0" 0 1 C:R cOilmcnafurfn USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE/FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMIN CONT. 3" x OR 4" x WOOD FRAMING REQUIRED EXISTING GLAZIN EMBEDMEN TWO 1/4 "0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24" O.C. MAX. WITH 1 -3/4" MIN. EMBEDMEN IN CENTER OF STUDS 2" x 6" P.T. CONT. WOOD BLOCKIN C IUN dBUILD•WT maw SECTION \J SCALE. 3" = 1' - 0" EMBEDMEN -1/4" MAX. 1/4 "0x MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW @ 12" O.C. W/ 1 -3/4" EMBEDMENT INTO WOOD BLOCKING TWO 1/4 "0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1 "x4 "x1/8" x CONT. ALUM. TUBE . 14 x 3/4" TEK SCREW i.� @ 8" O.C. •1/4" MAX. EXISTING GLAZIN SEE MIN. STORM PANE SEPARATION FROM GLASS TABLE 2 TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW WITH .6'75" x .675" x .125" SQUARE SCREW HEAD /16" I.D. AND 1/2" 0.13. x 3/16" MINIMUM NYLON 1d� BUSHING OR 1/4-20 1/16" n MIN. NUT (GALVANIZED) OC TRACT( ASSEMBLY - (BLOW UP) SCALE, HALF SIZE USES° OR }WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD Zm as aF £ 0: Ow o w w Ntin PANEL O 0' e4 0 r`T/ m : �—_ (� �1/4° MAX, ,151 TYPE REFERENCE ANCHOR £ SCHEDULE FOR MAX. SPACING OBUILD- OUT/FLOOR MOUNT SECTION SCALE. 3" . 1' - 0" 1/2" 0.0. x 1/4" 10. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT ITY . FINAL LOCATION OF STUD w a F OC -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. PRODUCT REYMED esmPbio6 Nx19DI Finkle Badding Code AmPlasce No D5 -0 3.0T EydiBIbi Pin 1►Li - ( o ✓ J•LLJ. NU. KQezevich worme.N spur: FL Menu .. •0989 ' 06/29/2005 mkt AS N01E0 Wel i 05-353 sheet 3 of 6 EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 XISTING WOOD FRAMING CB OMINECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" ,[MAX. w �y 0.4 a ow w N x E J w Vul 4 6. 1/4" V' MAX. /4 -20 S.S. BOLT 5 NUT @ 11" O.C. 2 "x5 "x1/8" CONT. ALUM. ANGLE O CONNECTION TYPE REFERENCE ANCHOR ...��SCHEDULE FOR MAX. 7 SPACING L XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O WOOD CEIUNG/ INSIDE MOUNT SECTION SCALE. 3" .1'-0" 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1/8 ANGLE 6 ALUM. EXISTING BAY WINDOW 1/4 -20 S.S. BOLT & 24" 0.C. WINGNUT & BOLT O.C. (TYP. BENT PLATE EL OR 2" x 2" x 1/8" 6063 -T6 ALUM. BENT PLATE 4" MAX. r OVERLAP ® TYPICAL CORNER CLOSURE DETAILS O' AOO SCALE: 1 -1/2" = 1' -0" • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EMB 11""" 2" 2 "" 2" " 0 055" 6063 -T6 2 "" 4" ALUM. TUBE 2 "" 5" CO1 E N REFERCEOAN PE SCHEDULE FOR MAX. SPACIN EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING NON - STRUCTURAL FINISH MATERIAL BRICK OR WOOD REFCEORENCE ANCHOR /2" SPACING E FOR MAX. 1/4" MAX. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING b A EM I1 "x 2 2" 2"" 2 "" 5" " 0 ' 055" 6063 -T6 ALUM. TUBE 2 "" 4" 5° LONG HANDLE RIVETED TO PANEL PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE CI CONNECTNINTYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING © WALL MOUNT SECTION SCALE, 3" a 1' - 0" 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHEREO WINGNUT (r0 12" O.C. (CONNECTS TO ADJACENT PANEL) WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION T) OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. C1 CONNECTION ION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN EXISTING GLAZIN /1." MAX. 2 -1/2° x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) 1/4" MAX. C4 CONNECT0N TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONCRETE ®WALL MOUNT / BUILD OUT SECTION SCALE, 3 "- 1'- 0" HOLLTI YJGBLOCK NON- STRUCTURAL FINISH MATERIAL 3 /B "A HOLE FOR FASTENING PANEL (MAX. PANEL NEIGHf - 7' -4" & MAX. DESIGN LOAD *72.00 P.S.F.) O INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" 0 1' -0" DET n NOTE: THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. PRODUCYNXIMED ®lOmpiyin fia>1B1 Nadia BakUagOada NvOS -013. DT EpheBauDats IWIC3'.W .ID y of DIsWoa 0 F O teig 06/29/2005 NO1ID1 l-LxJ 05-163 sheet 4 of 6 .0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ONO4ES) REQUIRED FOR VARIOUS DESIGN LOADS AND LOAD MIN. 2 EDGE DISTANCE MIN, 3' EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 12, -0" 12' -O" ANCHOR TYPE MAX. (SEE NOTE 1) NOTE 1) (688 0107E 1 (ED NOI81 D18 010181 0& 0101E 1) (088 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ONNECTION TYPE CONNECTION TYPE NOTE (088 NOTES (�NOTE 9 NEE NOTE 3 (588010188 NEE 0101E3) (508NO1E3) 1) Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS I1 C2 C3 C4 C5 C1 C2 C3 C4 C5 ]IRRRI!1111Utill \lt \11111111111 43.0 14 14 14 14 14 14 14 14 12 10 14 14 B B 7 14 16 14 14 16 14 16 14 14 12 14 16 B 10 9 50,0 14 14 14 14 13 14 14 12 10 9 14 14 6 7 6 14 14 14 14 14 14 14 12 12 10 14 14 6 9 7 ppCp /1W 72.0 14 14 12 10 9 14 14 5 7 6 14 12 3 5 4 14 14 12 12 10 1 14 6 8 7 14 12 3 6 5 ,.„,,,i,-vat sMeEOME14 B4.0 14 14 8 14 14 L 14 12 3 5 4 14 14 9 10 9 H 14 4 7 6 14 0 6 5 �., _ .t c• :u.ar 150.0 14 12 3 14 12 3 14 12 3 5 4 14 12 3 6 5 12 3 6 5 14 3 6 5 III„ R�.■ OW%��� aN���O� MOM Mmmmm ®tf��Tif�mmm0 mm000 * I��.,P:A`,■i �'6�'W �iliiiliili�Immm ®mfii ®��� ® ®� © /n© 1 /eY'�ac� Rey'/'�� �� %40�� %� MO% M%Q� ® ©O�Qim % ©oEi ©�0© .... ,, % % % % % % % % % % % % % % /. %a©%D ©SID %D ©00' / /.0© . ?!6 ".e,110U1Qluuii> 43.0 12 12 12 12 12 12 12 12 11 10 12 12 6 8 7 12 12 12 12 12 1 12 12 12 12 12 12 8 10 9 *ii■EEILLn11ni0u111!: 50.0 12 12 12 12 12 12 12 9 10 8 12 12 4 7 6 12 12 12 12 12 1.� 12 12 12 10 12 12 6 9 7 SCT Wtmm000 ® ® ©o © ®o © ©mmomom ©oo ®m ©o© 43.0 14 14 14 14 14 14 14 14 16 14 14 14 8 12 10 14 14 14 14 14 14 14 14 14 14 14 14 9 14 12 50.0 14 14 14 14 14 14 14 12 114 12 14 14 6 10 B 14 14 14 14 14 14 14 13 14 14 14 14 6 12 10 1/4' C C PLEX 72.0 14 14 12 14 12 14 14 5 10 8 14 12 3 7 6 14 14 14 14 14 i4 14 6 12 9 14 13 4 9 7 /DME 84.0 14 14 8 12 10 14 14 4 8 7 14 12 3 7 6 14 14 9 14 12 14 14 5 10 8 14 13 4 9 7 OAN.3.350 PSd.O1NOmIW 150.0 14 12 7 6 14 12 7 14 12 14 13 9 7 1' 13 9 14 13 9 j RRO!6duriuimiaugm�> 43.0 14 14- 14 12 14 14 ' 10 13 13 14 14 14 14 14f 14 13 14 14 9 50.0 14 14 13 10 14 14 • 9 11 11 14 14 14 13 i4 14 M 11 M 14 14 8 1 4 "0" 7•p PCCppNN yI 72.0 14 14 . 9 7 11 11 6 8 6 14 14 11 9 1t 14 7 10 8 5 1/2 MIN. EMBEtlMENI< 64,0 14 14 7 6 9 9 5 8 6/ 14 14 9 7 12 12 6 10 8 5 . 3 . 3 2 0 P , 5 a , 150.0 8 6 4 3 8 6/ 4 8 6 10 8 5 4 10 8 5 10 8/ 5 9i�dp:nuammmd,> 43.0 14 14 B 6 10 10 5 7 7 14 14 10 8 1Z� 12 7 9 9% 5 50.0 13 13 7 5 9 9 5 6 6 14 14 B 7 7C 10 8 7 7/ 4 7/4'b RW Tqysoi1�� 72.0 9 9 5 4 6 6 3 4 3 / 10 10 6 4 7 7 4 5 4 3 1 -1/4" M91. EIiBEOMENT 84.0 7 7 4 4 3 5 5/ 3 4 3/ �� 9 9 5 4 6 6 3 5 6,43 �0����� M�� .0� �0��M0000©��10©©®D© I©Y I:I,�,'■I' ����M0�i�0�i�W�iNO�00�00iJ1 ©M0 © ©D�i ©,��/ 1/4 -MAC �M ��� M�W aff� ���i �� ©© M©C/1 ©� MM©� p?,d�diia''I01d1Q111NPT. 43.0 12 12 10 12 72 7 11 11 5 12 11 9 12'. 12 9 B 6 12 12 3' 5 4 +�t!EElN�luuUililil> 50.0 12 12 B 12 12 6 10 10 4 12 10 B 12 12 5 7 5 10 10 5 4 Y% EM "P� E7p L 72.0 12 12 6 9 9 4 7 5 3 12 7 5 10 10 4 4 7 8 3 3 1/6 -2 / # 8 8 8 E E +W 50.0 7 5 / , 3 7 5 3 47 47943 � 5 3 3 7 5 3 3 7 5 3 3 43.0 14 14 14 14 11 14 14 9 12 12 7 14 14 14 14 11 14. 14 9 8 13 13 7 5 50.0 14 14 14 12 9 14 14 8 . 11 11 6 14 14 14 12 9 14{ 14 8 6 11 11 6 4 1 / 4 ' 0 W �1.1C{�FLEX 72.0 4.0 13 13 4 7 5 9 9/ 4 8 6/ 4 13 13 4 7 5 9 9 5 4 8 6 4 3 € t ' B I 150.0 8 6 ✓ ' 4 3 B 6 4 8 6 4 8 6 4 3 8. 6 4 3 8 6/ 4 3 9 R�otitiiuronuuluuin> 43.0 14 14 16 10 8 11 11 7 8 8 5 14 14 14. 13 10 14 14 9 7 10 10 3 6 5 L�,��pp pN 1.r� 50.0 13 13 13 9 7 9 9 6 6 6 4 14 14 14 11 8 12 12 7 6 8 8 5 4 1{ 1 4 eMOd E�BEDMENT 84 0 8 8 %� 5 4 5 5 3 5 3 3 / 10 10 3 6 5 77 4 3 6 4 4 3 150.0 5 33 5 3/3/5 3/3/ 6 4 4 3 6 4�4 3 6 4/4 3 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING 0010188) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN, 3/4' EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 6' -O' 8' -8" 12' -0" ANCHORIYPE MAX. (080010761) (SEE NOTE 1) (S�Nam1) 8 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NO10 (800 N0793) 0E8 01018 3) (SEH NOTE 3 1) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 2" MIN. MIN• 63.0 14 14 14 13 12 14 14 14 9 8 14 14 9 6 6 50.0 14 14 14 11 10 14 14 14 8 7 14 14 7 5 5 V4•E�i" 72.0 14 14 9 8 7 14 14 6 5 5 14 14 4 4 3 (EiO�b( A EL 84.0 14 14 9 7 6 14 14 5 4 4 14 14 4 4 3 E G fN 150.0 16 14 4 4 3 14 14 4 4 3 14 14 4 4 3 1,1111. 43.0 14 16 14 / 13 13 7 j 9 9 3 / rY '� 50.0 14 14 14 11 11 4 8 B .1 /�Y` Wpeg„IN 72.0 11 11 4 ,���1,���� ���y�' 1/4- TMSSy000AAA�H07_ @d[NR' W E L 150.0 5 4 ���������� %�/ 1r�'aaln7iuul!i111R1!� 43.0 14 14 14 14 11 14 14 11 9 8 14 14 7 5 W*i ul% lulUto'T. 50.0 14 14 14 12 10 14 14 7 8 7 13 13 6 5 1/4-2 1,1 W 72.0 14 14 7 8 7 12 12 3 5 4 9 7 4 3 �1 �-. 8 84.0 14 14 5 7 6 10 10 % 5 4 9 7 4 3 150.0 9 7 �/f 4 3 9 7 �j 4 3 9 7 4 3 2. ANCHOR TYPE ASCHEDULE ISTANCE SELECT DESIGN LOAD GREATER THAN 011A EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. F MEE BEERS NOOT PLIYWO0D FASTENING TO LYWO D 5EACC ACCEPTABLE ONLY 510E CLOSURE PIECES. 8. SHARE LAG F�E8 LOCATED IN FASTEN OER OPPANOMINAL 2E N 45 MIN.) W000GSTUD. FASTENER PHIIUTHS PNpNcINEAD OR 55 HEAD ER DENSITY. FRAMING. SCREWS SHALLAHAVE 9. BASE AANCHOR AND MAY HAVE EITHER A PA1/2" EAD. TRUSS HEAD THREADS FR HEAD (SIDEWALK BOLT), U.O.N. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. '11' DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. °i" 06/29/2005 05-313 Ng RH ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ONO4ES) REQUIRED FOR VARIOUS DESIGN LOADS AND LOAD MIN. 2 EDGE DISTANCE MIN, 3' EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 12, -0" 12' -O" ANCHOR TYPE MAX. (SEE NOTE 1) NOTE 1) (688 0107E 1 (ED NOI81 D18 010181 0& 0101E 1) (088 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ONNECTION TYPE CONNECTION TYPE NOTE (088 NOTES (�NOTE 9 NEE NOTE 3 (588010188 NEE 0101E3) (508NO1E3) 1) Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS I1 C2 C3 C4 C5 C1 C2 C3 C4 C5 ]IRRRI!1111Utill \lt \11111111111 43.0 14 14 14 14 14 14 14 14 12 10 14 14 B B 7 14 16 14 14 16 14 16 14 14 12 14 16 B 10 9 50,0 14 14 14 14 13 14 14 12 10 9 14 14 6 7 6 14 14 14 14 14 14 14 12 12 10 14 14 6 9 7 ppCp /1W 72.0 14 14 12 10 9 14 14 5 7 6 14 12 3 5 4 14 14 12 12 10 1 14 6 8 7 14 12 3 6 5 ,.„,,,i,-vat sMeEOME14 B4.0 14 14 8 14 14 L 14 12 3 5 4 14 14 9 10 9 H 14 4 7 6 14 0 6 5 �., _ .t c• :u.ar 150.0 14 12 3 14 12 3 14 12 3 5 4 14 12 3 6 5 12 3 6 5 14 3 6 5 III„ R�.■ OW%��� aN���O� MOM Mmmmm ®tf��Tif�mmm0 mm000 * I��.,P:A`,■i �'6�'W �iliiiliili�Immm ®mfii ®��� ® ®� © /n© 1 /eY'�ac� Rey'/'�� �� %40�� %� MO% M%Q� ® ©O�Qim % ©oEi ©�0© .... ,, % % % % % % % % % % % % % % /. %a©%D ©SID %D ©00' / /.0© . ?!6 ".e,110U1Qluuii> 43.0 12 12 12 12 12 12 12 12 11 10 12 12 6 8 7 12 12 12 12 12 1 12 12 12 12 12 12 8 10 9 *ii■EEILLn11ni0u111!: 50.0 12 12 12 12 12 12 12 9 10 8 12 12 4 7 6 12 12 12 12 12 1.� 12 12 12 10 12 12 6 9 7 SCT Wtmm000 ® ® ©o © ®o © ©mmomom ©oo ®m ©o© 43.0 14 14 14 14 14 14 14 14 16 14 14 14 8 12 10 14 14 14 14 14 14 14 14 14 14 14 14 9 14 12 50.0 14 14 14 14 14 14 14 12 114 12 14 14 6 10 B 14 14 14 14 14 14 14 13 14 14 14 14 6 12 10 1/4' C C PLEX 72.0 14 14 12 14 12 14 14 5 10 8 14 12 3 7 6 14 14 14 14 14 i4 14 6 12 9 14 13 4 9 7 /DME 84.0 14 14 8 12 10 14 14 4 8 7 14 12 3 7 6 14 14 9 14 12 14 14 5 10 8 14 13 4 9 7 OAN.3.350 PSd.O1NOmIW 150.0 14 12 7 6 14 12 7 14 12 14 13 9 7 1' 13 9 14 13 9 j RRO!6duriuimiaugm�> 43.0 14 14- 14 12 14 14 ' 10 13 13 14 14 14 14 14f 14 13 14 14 9 50.0 14 14 13 10 14 14 • 9 11 11 14 14 14 13 i4 14 M 11 M 14 14 8 1 4 "0" 7•p PCCppNN yI 72.0 14 14 . 9 7 11 11 6 8 6 14 14 11 9 1t 14 7 10 8 5 1/2 MIN. EMBEtlMENI< 64,0 14 14 7 6 9 9 5 8 6/ 14 14 9 7 12 12 6 10 8 5 . 3 . 3 2 0 P , 5 a , 150.0 8 6 4 3 8 6/ 4 8 6 10 8 5 4 10 8 5 10 8/ 5 9i�dp:nuammmd,> 43.0 14 14 B 6 10 10 5 7 7 14 14 10 8 1Z� 12 7 9 9% 5 50.0 13 13 7 5 9 9 5 6 6 14 14 B 7 7C 10 8 7 7/ 4 7/4'b RW Tqysoi1�� 72.0 9 9 5 4 6 6 3 4 3 / 10 10 6 4 7 7 4 5 4 3 1 -1/4" M91. EIiBEOMENT 84.0 7 7 4 4 3 5 5/ 3 4 3/ �� 9 9 5 4 6 6 3 5 6,43 �0����� M�� .0� �0��M0000©��10©©®D© I©Y I:I,�,'■I' ����M0�i�0�i�W�iNO�00�00iJ1 ©M0 © ©D�i ©,��/ 1/4 -MAC �M ��� M�W aff� ���i �� ©© M©C/1 ©� MM©� p?,d�diia''I01d1Q111NPT. 43.0 12 12 10 12 72 7 11 11 5 12 11 9 12'. 12 9 B 6 12 12 3' 5 4 +�t!EElN�luuUililil> 50.0 12 12 B 12 12 6 10 10 4 12 10 B 12 12 5 7 5 10 10 5 4 Y% EM "P� E7p L 72.0 12 12 6 9 9 4 7 5 3 12 7 5 10 10 4 4 7 8 3 3 1/6 -2 / # 8 8 8 E E +W 50.0 7 5 / , 3 7 5 3 47 47943 � 5 3 3 7 5 3 3 7 5 3 3 43.0 14 14 14 14 11 14 14 9 12 12 7 14 14 14 14 11 14. 14 9 8 13 13 7 5 50.0 14 14 14 12 9 14 14 8 . 11 11 6 14 14 14 12 9 14{ 14 8 6 11 11 6 4 1 / 4 ' 0 W �1.1C{�FLEX 72.0 4.0 13 13 4 7 5 9 9/ 4 8 6/ 4 13 13 4 7 5 9 9 5 4 8 6 4 3 € t ' B I 150.0 8 6 ✓ ' 4 3 B 6 4 8 6 4 8 6 4 3 8. 6 4 3 8 6/ 4 3 9 R�otitiiuronuuluuin> 43.0 14 14 16 10 8 11 11 7 8 8 5 14 14 14. 13 10 14 14 9 7 10 10 3 6 5 L�,��pp pN 1.r� 50.0 13 13 13 9 7 9 9 6 6 6 4 14 14 14 11 8 12 12 7 6 8 8 5 4 1{ 1 4 eMOd E�BEDMENT 84 0 8 8 %� 5 4 5 5 3 5 3 3 / 10 10 3 6 5 77 4 3 6 4 4 3 150.0 5 33 5 3/3/5 3/3/ 6 4 4 3 6 4�4 3 6 4/4 3 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING 0010188) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN, 3/4' EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 6' -O' 8' -8" 12' -0" ANCHORIYPE MAX. (080010761) (SEE NOTE 1) (S�Nam1) 8 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NO10 (800 N0793) 0E8 01018 3) (SEH NOTE 3 1) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 2" MIN. MIN• 63.0 14 14 14 13 12 14 14 14 9 8 14 14 9 6 6 50.0 14 14 14 11 10 14 14 14 8 7 14 14 7 5 5 V4•E�i" 72.0 14 14 9 8 7 14 14 6 5 5 14 14 4 4 3 (EiO�b( A EL 84.0 14 14 9 7 6 14 14 5 4 4 14 14 4 4 3 E G fN 150.0 16 14 4 4 3 14 14 4 4 3 14 14 4 4 3 1,1111. 43.0 14 16 14 / 13 13 7 j 9 9 3 / rY '� 50.0 14 14 14 11 11 4 8 B .1 /�Y` Wpeg„IN 72.0 11 11 4 ,���1,���� ���y�' 1/4- TMSSy000AAA�H07_ @d[NR' W E L 150.0 5 4 ���������� %�/ 1r�'aaln7iuul!i111R1!� 43.0 14 14 14 14 11 14 14 11 9 8 14 14 7 5 W*i ul% lulUto'T. 50.0 14 14 14 12 10 14 14 7 8 7 13 13 6 5 1/4-2 1,1 W 72.0 14 14 7 8 7 12 12 3 5 4 9 7 4 3 �1 �-. 8 84.0 14 14 5 7 6 10 10 % 5 4 9 7 4 3 150.0 9 7 �/f 4 3 9 7 �j 4 3 9 7 4 3 2. ANCHOR TYPE ASCHEDULE ISTANCE SELECT DESIGN LOAD GREATER THAN 011A EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. F MEE BEERS NOOT PLIYWO0D FASTENING TO LYWO D 5EACC ACCEPTABLE ONLY 510E CLOSURE PIECES. 8. SHARE LAG F�E8 LOCATED IN FASTEN OER OPPANOMINAL 2E N 45 MIN.) W000GSTUD. FASTENER PHIIUTHS PNpNcINEAD OR 55 HEAD ER DENSITY. FRAMING. SCREWS SHALLAHAVE 9. BASE AANCHOR AND MAY HAVE EITHER A PA1/2" EAD. TRUSS HEAD THREADS FR HEAD (SIDEWALK BOLT), U.O.N. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. '11' DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. °i" 06/29/2005 05-313 • 0 0 3 8 T A B L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (WI (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 40.0 B -8 3 2 -1/4 10 -6 5 3 -3/8 ' 500 8 -8 3 2 -1/2 9 -10 5 3 -1/4 60.0 8 -8 3 2 -3/4 9 -5 5 3 -1/4 70.0 4 -0 3 1 -1/2 8 -8 3 3 9 -0 5 3 -1/4 80.0 4 -0 3 1 -1/2 8 -4 3 3 BOA - 4 -0 3 1 -1/2 7 -9 3 2 -3/4 10D0 4 -0 3 1 -1/2 7 -3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 120.0 3 -0 3 1 -1/2 6 -4 3 2 -1/4 1. ;DETERMINE BOTH THE POSITIVE AND THE NEGATIVE ,USEOTHE LESSER VALUE fOF THE TWO E SPANS AND 2.IFOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM T A B L E 1 MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD (P.S.F.) SPAN FOR NEGASPAN FOR DOS PRESSURE PRESSURE (FT - IN) (FT - IN) 40.0 12. -0- 10' -4" 45.0 11' -3" 10' -1" 50,0 10.-.8" 55.0 10• -2" 60.0 9• -9" 62.0 9' -7" 65.0 9' -4" 8. -11" 70.0 9. -0" 8' -7" 72.0 8' -11" 8' -4" 75.0 8• -8" W -0" 80.0 B' -3" 7• -6" 90.0 100.0 6• -7" 6. -0" 110.0 6' -0" 5. -5" 120.0 5' -6" 5• -0" 130.0 140.0 4' -B" 4' -3" 150.0 4• -4" 4. -0" 160.0 4• -1" 3' -9" 170.0 3' -10" 3' -6" 180.0 3. -4" 190.0 3' -5" 3' -1" 200.0 3• -3" 3• -0" 210.0 3' -1" 2' -10" 220.0 3' -0" 2' -8" 230.0 2• -10" PRODUCT REVISED ✓ ewsplying 'wtllielll BeddIng Code Acceptance No 0 -o _ IF/17.4i molt D ivides 1 *weft m. 05 -353 sheet 6 of 6 Florida Building Code Online Page 1 of 3 1171,-7-rNadoE7,147 BCIS Home 1 Log In User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts ( Publications 1 FBC Staff BCIS Site Map 1 Links 1 Search 1 tommuNnT pLANNING HousiNG & toMMurmTY DEVELOPMENT ■ EMERGENCY MANAGEMENT_ p F'OFFICE DF THE. SECRETARY Product Approval USER: Public User __ ■s; u. Lapjs∎ a i i , > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method FL4940 -R2 Revision 2007 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441 -4258 sschrelber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, S ndard TAS 201 TAS 202 TAS 203 Method 1 Option A Year 1994 1994 1994 http : / /www.floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgtLTLgVRkEjBf... 5/11/2011 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/16/2010 12/16/2010 12/22/2010 Page2 of 3 Summary of Products FL # Model, Number or Name Description 4940.1 Metal -edge Steel Side - Hinged Door Units 6' -8" Opaque I/S and 0/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/ -76.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 3' -0" x 6' -8" max nominal size. Max DP = +/- 76.0. When large missile Impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG- MA- FL0132 -05 for additional information. Certification Agency Certificate I L-0,-;() 1-::' , C CAC N i p u) i 15_-R ;.P CSI Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4940 R2 II FL0132.r4 Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL -1940 R2 AE 504A.udl Created by Independent Third Party: Yes 4940.2 Metal -edge Steel Side - Hinged Door Units 6' -8" Opaque I/S and 0/S Door w/ or w/o Sldelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/ -55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 12' -0" x 6' -8" max nominal size. Max DP = +/- 55.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG- MA- FL0132 -05 for additional information. Certification Agency Certificate FL4940 1,2C CAC NIl10G115- R3.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4940 R2 II FL0132.rdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4940 R2 AE 502A.pdf Created by Independent Third Party: Yes 4940.3 1Metal-edge Steel Side - Hinged (Door Units 8' -0" Opaque I/S and 0/5 Door w/ or w/o Sldelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +48.3/ -48.3 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 12' -0" x 8' -0" max nominal size. Max DP = +/- 48.3. When large missile Impact resistance Is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG- MA- FL0133 -05 for additional Information. Certification Agency Certificate FL4940 R2 C CAC N1006115- R3.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4940 R2 II FL0133.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports F14940 R2 AE 501A.pdf Created by Independent Third Party: Yes 4940.4 Metal -edge Steel Side - Hinged Door Units 6' -8" Glazed I/S and 0/S Door w/ or w/o Sldelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/ -50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 12' -0" x 6' -8" max nominal size. Max DP = +/- 50.5. When large missile impact resistance is required, hurricane protective system Is required. See installation drawing DWG- MA- FL0134 -05 for additional information. Certification Agency Certificate FL4940 R2 C CAC NI006115- R3.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4940 R2 II FL0134.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4940 R2 AE 502A.pdf Created by Independent Third Party: Yes http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgtLTLgVR1cEjBf... 5/11/2011 Florida Building Code Online Page 3 of 3 4940.5 Metal -edge Steel Side - Hinged Door Units 8' -0" Glazed I/S and O/S Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes + ,,ti, ` , 1 t, `- >•mi Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +43.0/ -45.0 Installation Instructions Other: Evaluated for use in locations adhering to the 11 Is !CI r - i I l it i -,C. i!∎ 11 Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design Institute, Created by Independent Third Party: pressures listed. 6' -0" x 8' -0" max nominal size. Max DP Evaluation Reports = +43.0 / -45.0. When large missile Impact resistance Is required, hurricane protective system is required. See installation drawing DWG- MA- FL0135 -05 for additional information. 1 L -`' -10 R2 A !.(.11 i.r!di, Created by Independent Third Party: Yes Back I Next j Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Coovrioht Statement 1 Accessibility Statement I Plua -in Software I Customer Service Survey I Contact Us Product Approval Accepts: http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgtLTLgVRkEjBf... 5/11/2011 0 n te SIDE - HINGED METAL -EDGE STEEL DOOR UNIT 6' -8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUIILHS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM 0635 0.77 IN /MIN SMOKE DENSITY ASTM 02843 13.4% TENSILE STRENGTH" ASTM D638 7.50% DIFF " COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 ®® ac 0 00 SINGLE 0008 UNIT DOUBLE DOOR UNIT 1 TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDELITE SINGLE DOOR UNIT WITH SIDELITE DOUBLE DOOR UNIT W /SIDELITES 00 C SINGLE 000R UNIT W /SIDELITES MAX. PANEL HEIGHT 79.250° 00 �I DOUBLE DOOR UNIT W /SIDEUTES DESIGN PRESSURE RATING 21" MAX - D.L.O. CONFIG 149° MAX. OVERALL 36.375" MAX. _. PANEL WIDTH - W /ASTRAGAL FRAME WIDTH 37.5" MAX. FRAME WIDTH INSWING OUTSWING X 37.5" +76.0 / -76.0 +76.0 / -76.0 +19.0 / -19.0 +55.0 / -55.0 XX m +55.0 / -55.0 1 +19.0 / -19.0 +55.0 / -55.0 OX or XO 75" +55.0 / -55.0 +55.0 / -55.0 +19.0 / -19.0 +55.0 / -55.0 MAX. FRAME HEIGHT 81.875° 63" MAX. 112.5" +55.0 / -55.0 +55.0 / -55,0 +19.0 / -19.0 +55.0 / -55.0 OXXO LI +55.0 / -55.0 +55.0 / -55.0 +19.0 / -19.0 +55.0 / -55.0 (; SINGLE DOOR UNIT WITH SIDELITE DOUBLE DOOR UNIT W /SIDELITES 00 C SINGLE 000R UNIT W /SIDELITES MAX. PANEL HEIGHT 79.250° 00 �I DOUBLE DOOR UNIT W /SIDEUTES KURT BALTHAZOR FLORIDA P.E. #56533 m w a ER 1n N m to W Q a W V 0 N w O _ N 1- 0 GATE 7/25/05 SCALE N.T.S. DWG. Er: SWS CHK. 0Y: DRAWING NO.: DWG- MA -FLO 132 -05 SHEET 1 OF 3 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5" +76.0 / -76.0 +76.0 / -76.0 +19.0 / -19.0 +55.0 / -55.0 XX 74" +55.0 / -55.0 +55.0 / -55.0 +19.0 / -19.0 +55.0 / -55.0 OX or XO 75" +55.0 / -55.0 +55.0 / -55.0 +19.0 / -19.0 +55.0 / -55.0 0 X 0 112.5" +55.0 / -55.0 +55.0 / -55,0 +19.0 / -19.0 +55.0 / -55.0 OXXO 149" +55.0 / -55.0 +55.0 / -55.0 +19.0 / -19.0 +55.0 / -55.0 KURT BALTHAZOR FLORIDA P.E. #56533 m w a ER 1n N m to W Q a W V 0 N w O _ N 1- 0 GATE 7/25/05 SCALE N.T.S. DWG. Er: SWS CHK. 0Y: DRAWING NO.: DWG- MA -FLO 132 -05 SHEET 1 OF 3 3" SEE DETAIL "0" 3 °— S 6' — _ — SEE DETAIL E" —3 3 — 3„ — — 3" _ —3{ _ I I f I I— Al I 1 6 6" -..-1 _ 6^ 3 "— — — I 6" — I I Ml Tito — -3" —3" DETAIL "D" #8 x 2 -1/2" #10 x 2" #10 x 3/4" #8 x 2 -1/2" #10 x 3/4" #10 x 2" 1.375" INSWING THRESHOLD DETAIL "C" 0.962 °I { a SEE DETAIL °D° 0 w w 0 cC cc CO 0 0 0 QCD Cc s W Z CL c) O rn I— W 8 x 2 -1/2" #9 x 3/4" #9 x 3/4" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. OUTSWING THRESHOLD Ad9erdum to NAM Certiflcabon No.: Nl 4 Reviewed 8y Dat Reviexet Hir 4 /6 ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL OOW 995 OR EOUAL� DOW 995 OR EQUAL EXTERIOR TYPICAL GLAZING ALUM. STEEL OR BUTYL SPACER #6 X 1 -1/2" PHS INTERIOR DETAIL PART OR ASSEMBL 0 k z° r 3 3 N Y m N a U N LLI 0 U O 0 O 0 N 0 0 N 07 V) z 0 o- DATE' 7/25/05 SCN.E: N.T.S. DWG. er: SWS CHK. BY: ORAW)NG NO.: OWG- MA- FL0132 -05 SHEET 2 OF 3 SEE DETAIL "C" SHT. 2 SEE DETAIL E" SHT. 2 3" -lI ii 6" -- SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1/4 ". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. a SEE DETAIL N "D" SHT. 2 4 MORE EQUALLY 1.50" MIN I 6. 6 "— — -.. . _...3" .-6" — — 3, _ I — l - II -- 6" u 1 0 I 11 3 I + In nW..,1-1- � .arn.�v 6.O 6" • — 3.6; - - 6" ' _ — 3" — — 3" HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5 -1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25 MIN 0.25° MAX SHIM TYPICAL MASONRY ANCHOR INSTALLATION Centicalionk Date Review& Modem 10 NAMJ N/AdGI it ro Pt 0 0 a PART OR ASSEMBLY z _o o� 3 N 3 N 0 w O a 0 N 5 ce w w U a 0 N 00 0 N 0 N 0 DATE: 7/25/05 SCALE: N. T. S. DWG. BY SWS CHK. BY DRAWING NO.: DWG- MA- FL0132 -05 SHEET 3 OF 3