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WS-14-396Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 210943 Permit Number: WS -3 -14 -396 Scheduled Inspection Date: April 17, 2014 Inspector: Rodriguez, Jorge Owner: JANETTE O'HARE REM, HELEN H n'uwo� I = Job Address: 1158 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Contractor: M & A WINDOWS INC Building Department Comments Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050180130 Phone: (954)298 -7575 NEW IMPACT WINDOWS AND DOORS 16 WINDOWS 3 Infractio Passed Comments DOORS I INSPECTOR COMMENTS False April 16, 2014 For Inspections please call: (305)762 -4949 Page 26 of 30 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 208229. Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 16, 2014 For Inspections please call: (305)762 -4949 Page 26 of 30 TICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. //P 3ZO5r' Ol f —01 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 and street/address: 2. Description of improvement: 3. Owner(s) name and address: &JA.d...r MA Interest in property: g.�� Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: M x-14- EM 2014Fn I0. 46« 9 1 {ii1r Et:: ',t_9xpr� i=`s :s.,�.�a�`s (3.r ?;� tit- {aOR�^DyED 02/27' '2014 I.19443 >�=9 liAi +.'4`E RfIIINP CLtwRK OF Cyit.RT i'F.tiANI- °itiAi. E c.:slts :,i1't r FLOR1D LAST PAK Space above reserved for use of recording office 5. Suret)r (Payment bored required by owner from contractor, if any)' Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: U 4: Q t (the expiration date is 1 year from the date of recording unless a different date is spe1Eiir3d) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE COI I0ER1ED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEP,0K THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCINIG.j A / OR RECORDING YOUR NOTICE OF COMMENCEMENT. i ` -�'�` •: Si natures of Owne a ,€� O ner s Au$hQrled Officer /Director /Partner /Manager i - Prepared By �� 1 t�^ Prepared By Print Name Ez A (6 Print Name Title /Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE , ,, -� > � •f,�.�G, ., �. �;q :P,, ,-- >�,:.{ti tau.. The fore oing itrumen� w s acknowledged before me this�9 day of �- 1� Individually, or � as for : ^' personally known, or � produced the following type of identification: -• � "��%'> -`` Signature of No'iary Public: „�`� <.;`� °,`� ' Ord •. Print Name' s °" °' e¢E MYC____lS810N# (SEAL) �, ES: July 25 2017 p , ' ,q ;,;�;t. Bondad Thru Notary Public Urdemmbra Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In It are true, to the best of my knowledge and belief. Sig By 123_C who signed above: Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING ��' S� "`r`� c% PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING U 1 o cr'i Permit No. FBC 20 Master Permit No.11 ).5 / �/ 3 9� ROOFING City: Miami Shores County: Miami Dade Zip: 3313 Folio/Parcel #: Is the Building Historically Designated: Yes NO ✓ Flood Zone: —A5-- 20 6_2 0304-1- City: qt &zj State: FL Zip: n I3M Tenant/Lessee Name: Phone #: Email: �]� r,r CONTRACTOR: Company Name: /�1 W 1 'LiG. Phone#: (s1 Zlr -7 City: State: Qualifier Name: Phone #: 330 267' State Certification or Registration #: Certificate of Competency #: Contact Phone #: ZN-3Wj Email Address: n min CJ�S. deer DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $)K VC) , 000. Square/Linear Footage of Work: Z. iii,M !' Type of Work: OAddition OAlteration n ONew ORepair/Rep //lace ODemolition Description of Work: 14t cJ Tin 044,f Gtlfin o lS �d 77� -- ��b � i 3 i AMr — Color thru tile: ��. x. x. x��. x�x��x��x• ��x��Fees��x��. x��• n• u��• x��x��x��n�� .u��.x.u�.x��.x� Submittal Fee $ ®' Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 0-1, Owner or Agent The foregoing instrument was acknowledged before me this day of L , 20 �, by - t t� 6 I(71%f�t-�T Y , who is personally own to me or who has produced As NOTARY PUBLIC: Sign: Print: my JOANNA L PIETRO MY COMMISSION # FF Q EXPIRES: JWy 26,21 APPROVED BY did take an oath. r-� Signature C tractor The foregoing instrument was acknowledged b re me this day of " , 20, by o YIcC Of who is personally down to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: G Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) MAI w4IU% , r. JOANNA L PIETRO MY COMMISSION # FF 040166 EXPIRES: July 25, 2017 Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. / COPY OF QUALIFIER'S STATE LIC CARD B. 7 COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. V/ / COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Ad lj'kd�s BUSINESS ADDRESS: X&79 IIYIrr►w Z"I CITY / Iyw� STATE ZIP CODE 3.302 BUSINESS PHONE: 7 -175— FAX NUMBER CZLI) ZZ-r -J!?e� CELL PHONE (9) Z5' 7637 QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: 1CGl3 /6739/y E -MAIL ADDRESS (IF APPLICABLE): Created on 3119169 BY MLDV I RV 3126109 MLDV STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 PIPPING, JONATHAN M & A WINDOWS INC 17011 SW 64TH CT SW RANCHES RUSSELL FL 33331 --T (850) 487 -1395 Congratulationsl With this license you become one of the nearly one million b33M Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. sccl 01)-- 2 0 0 0 0 bi 60 Every day we work to improve the way we do business in order to serve you better, For information about our services, please log onto www.mytloridalicense.com. 6 -19R-i-Xii Eb, SPECIALTY , , ;: --C OMJTAACTDi� There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the X-' . hRD*'6W8" C :-:;iU4-b",,dL-A',tING CO*i* Department's initiatives. Gi--,ASS*'• Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. i Ch.".4 8 9 F.4 Thank you for doing business in Florida, and congratulations on your new license! -.12 'Ix��icm tat b 11 r-b 6t7 6 als. DETACH HERE r Expiration date: AUG-31, 2014 17011"9W 64TA. CT SW RANCHES KEN LAWSON RICK.. CCITT,` SECRETARY OR 1. v.,:.: DISPLAY AS R�dURE Fib 'LAW BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA:M & A WINDOWS INC Business Name: Owner Name: JONATHAN RUSSELL PIPPING Business Location: 12078 MIRAMAR PKWY SOUTHWEST RANCHES Business Phone: Receipt #:A89 O' HER TYPES CONTRACTOR Business Type: (GLASS & GLAZING CONTRACTO: Business Opened:10 /15 /2008 State /County/Ceri'/Reg:SCC1311513 4 0 Exemption Code: Rooms seats Employees Machines Professionals 4 For Vending Business Only kh—h— of M— hlnaa• Vending TV= Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 3.00 0.00 0.00 0.00 1 0.00 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: JONATHAN RUSSELL PIPPING 12078 MIRAMAR PKWY MIRAMAR, FL 33025 2013 -2014 Receipt: #IOB -12- 00004081 Paid 07/17/2013 29.70 Ir,M- i 71 a11071 :1i` 14410°- R AEX CERTIFICATE OF LIABILITY INSURANCE DA03/04/201 1� 03/04/2014 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 pollcy(les) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement (s). PRODUCER FIC of Ft. Lauderdale, Inc. 1160 Weston Road Ft. Lauderdale, FL 33326 Peter Sabo CONTACT PHONE FAX No Ext : AIC No): E -MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # BA237144 -00 INSURER A: LANDMARK AMERICAN INSURANCE 04/24 /2014 EACH OCCURRENCE INSURED M & A WINDOWS INC. 17011 SW 64TH COURT INSURER B: The Travelers Indemnity Co. $ 100,000 MED EXP (Any one person) $ 5,000 SW RANCHES, FL 33331 INSURER C: INSURER D: GENERAL AGGREGATE $ 2,000,000 INSURER E: PRODUCTS - COMP /OP AGG $ 1,000,000 INSURER F: $ COVERAGES CERTIFICATE NUMRFR- RFVI_CInN NIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE SUOR POLICY NUMBER POLICY EFF M D POLICY EXP M D LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FRI OCCUR BA237144 -00 04/24/2013 04/24 /2014 EACH OCCURRENCE $ 1,000,000 PREMISES a occurrence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT LOC PRODUCTS - COMP /OP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALLOWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS COMBINED SINGLE LIMIT a accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE ER ACCIDE $ UMBRELLA LIAR EXCESS LIAB CLAIMS -MADE EACH OCCURRENCE $ HOCCUR AGGREGATE $ DED I I RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTNE Y/ N OFFICER/MEMBER EXCLUDED? El (Mandatory In NH) If yas, describe under DESCRIPTION OF OPERATIONS below N/A UB5129M12E 07/16/2013 07/16/2014 X TNRY L TJ O R E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,00 E.L. DISEASE - POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Supply of Impact Resistant Windows and Doors. CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 AUTHOR2ED�REPRESENTATIVE ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD a o* @ . J/ O's xA ��tl � a RRCF D 2014 MAR 0 4 G5 x � Z BY: 514 Miami Shores Villa e (� " 10A, 11-1013.1 x APPRO� D BY DATE / — AIJA 13-- og7!5-o�— ZONING DEPT s# E3LDG DEPT h11-4 SUBJECT 10 CCNIPLIFAICE WITH ALL FEDERAL STATE ANv C (IjN"i { AULES MID REGULATIONS e SH A10A 12-61706.02 37 °976" 5iv�l� 37 "x76" '[►aT�i� 7-/ S�lt llft6 (EA) d ! ecl.-los3' NIP- O �f�R O INK (x a 3 Svc t#lTY COPY33/3 04/09/2012 - Series C &C 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 4 Roof Tribute ry Area Height 10 N //15N 20 25 30 R ANY PRODUCT APPROVED - 43.4 - 42.4 - 41.6 - 41.1 -40.6 47.1 46.4 45.8 45.2 0-15 tQ +39.0 +38.2 +37.7 +37.2 + +36.4 +36.1 +35.9 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 0 -52.2 42.2 41.6 41.1 -47.7 -47.0 x 3 16ft +40.6 +39.5 +38.8 +38.2 +37.7 + 3 DEERFIELD BEACH, FL 33442 +36.6 Alf p -44.6 - 43.5 - 42.8 - 4 2.2 - 41.7 -4 . +36.9 +36.6 - 3: 17 ft -55.1 -52.9 -51A -50.2 - 49.2 - 48.4 - 47.6 - 47.0 -46.5 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 -45.1 44.0 -433 - 42.7 -42.2 -2 +37.4 +37.1 +36.8 18ft +41.6 +40.5 +39.7 +39.1 +38.6 -48.9 - 48.2 + - 77.0 "45.7 - 44.6 - 43.8 -43.2 -42.7 42 +37.9 1 . +373 19 ft -56.4 -54.1 -52.6 -51.4 -50.4 - 49.5 - 48.8 -48.1 -47.6 19ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +383 +38.0 -46.2 - 45.0 -44.2 - 43.6 - 43.1 -42.7 -42.3 -42.0 +37.7 20 ft -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 - 49.3 -48.7 -48.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 F-41.7 -06.6 -455 -44.7 - 44.1 - 43.6 - 43.1 - 42.8 - 42.4 +38.1 21 ft -57.6 -553 -53.7 -52.4 -51.4 � - -09.2 -48.6 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +385 "47'1 -45.9 -45.1 - 44.5 -".0 - 43.6 - 43.2 -42.8 . 22 ft +43.4 +42.3 +41.5 .8, ., 9.2 +38.9 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 23 ft "47'5 -46A -45.6 - 44.9 - 44.4 -44.0 - 43.6 - 43.3 -43.0 23 ft -59.2 -56.9 -55.2 -53. -50.0 24 ft +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 -48.0 - 46.8 -46.0 - 45.3 - 44.8 -44.4 - 44.0 - 43.6 -43.3 24 ft -59.7 -57.4 -55.7 _ .4 +44.2 +43.1 +42.2 +41.6 +41.11+40.6 + +40.2 +39.9 +39.6 -48.4 - 47.2 -46.4 - 45.7 - 45.2 - 44.7 - 44.4 -".0 -43.7 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 -48.8 -47.6 -46.8 -46.1 -45.6 - 45.1 44.7 - 44.4 -44.1 26 ft +45.0 1 +43.8 1 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 1 +40.3 -49.2 -48.0 -47.1 -46.5 -45.9 - 45.5 - 45.1 -44.7 -44.4 27 ft +45.7 +44.5 +43.6 +43.0 +42.4 1 +42.0 +41.6 1 +41.2 1 +40.9 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 29 ft "49.5 - 48.3 -47.5 -46.8 - 46.3 - 45.8 -45.4 + 41.5 +.2 41 28 ft +45.7 +44.5 +43.6 +43.0 1 +42.4 -' -53.7 -53.0 E €. 30 ft -49.9 -48.7 -47.8 - 47.2 -46.6 ;. 29ft +46.0 +44.8 +43.9 +43.3 +42.7 ? +42.2 + 1 +41.5 -50.3 - 49.0 -48.2 - 47.5 -47 0 5 -54.4 .7 -53.1 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 6 1.8 ;45.1 -51.0 - 49.7 - 48.8 -48.2 - 47.6 -4 . +42.7 +42.4 +42.1 32 ft - 64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. +43.2 -51.9 -50.7 - 49.8 - 49.1 -48.5 -57.9 -57.1 -563 -55.6 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 0 Cal 19 -53.4 -52.1 -51.2 -50.5 - 49.9 -49. 0 +44.4 +44.1 40 ft +49.2 +47.9 +47.0 +463 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.S 45 ft +505 +49.1 +48.2 +46.9 +46.4 +45.9 +45.5 +45.2 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 Soft -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 soft +51.6 +50.2 +49.3 +47.9 +47.4 +47.0 +46.6 +46.2 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 55 ft +52.7 +51.3 +50.3 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 -61.3 gi-S2.6 6D ft -58.2 -56.8 -55.8 -55.0 -543 -53.8 -53.3 +48.4 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 Mean DESIGN PRESSURES (PSF) - ZONE 5 Roof uta T Area Ft Ight 10 15 20 25 30 35 40 1 45 1 50 R ANY PRODUCT APPROVED "53.6 -51.5 -50.0 -08.9 47.9 47.1 46.4 45.8 45.2 0-15 ft +40. 39 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a -52.2 -50.7 -4 5 -48.6 -47.7 -47.0 - 46.4 -45.9 16 ft O - SO OS WALL ZONE FIGURES N r MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 I p +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 -55.1 -52.9 -51A -50.2 - 49.2 - 48.4 - 47.6 - 47.0 -46.5 17 ft MARKINGS TO THIS DOCUMENT ARE AND CERT OF AUTH 09885 N m +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 55.7 -53.5 -52.0 -50.8 - 49.8 -48.9 - 48.2 - 47.6 77.0 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +373 -56.4 -54.1 -52.6 -51.4 -50.4 - 49.5 - 48.8 -48.1 -47.6 19ft +42.1 +41.0 +40.2 1 +39.6 1 +39.1 +38.7 +38.3 +38.0 +37.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 - 49.3 -48.7 -48.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -57.6 -553 -53.7 -52.4 -51.4 � - -09.2 -48.6 21 ft +43.0 +41.9 +41.1 „„ 32,5 +39. ...6 +385 -58.1 -55.8 -54.2 -5 .Q. "a .3 : -49.0 22 ft +43.4 +42.3 +41.5 .8, ., 9.2 +38.9 -58.7 -56.4 -54.7 - .5 5 "� 8 0.1 -49.5 23 ft +43.8 +42.7 +418 .2,.. _ +40.3 9 . ` +39.2 -59.2 -56.9 -55.2 -53. -50.0 24 ft +44.2 +43.1 +42.2 +41.6 +41. .2 +39.9 +39.6 25 ft -59.7 -57.4 -55.7 _ .4 +44.6 +43.4 +42.6 .9 + _ .6 9.9 -60.2 -57.8 -56.2 -54F -W-. l.4 -50.8 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 -60.7 -58.3 -56.6 -553 -54.2 -53.3 -52.5 -51.8 -51.2 27 ft +45.3 +".1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 8 It +45.7 +44.5 +43.6 +43.0 +42.4 1 +42.0 +41.6 1 +41.2 1 +40.9 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +423 +41.9 + 41.5 +.2 41 -62'1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 1 +41.5 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft +47.0 +45.7 1 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 - 64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 1 +445 +44.0 +43.6 +43.2 +42.9 -65.9 -63.3 -61.5 60.1 -58.9 -57.9 -57.1 -563 -55.6 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 -67.6 -64.9 -63.0 -60.4 -59.4 -58.5 -57.7 -57.0 45 ft +505 +49.1 +48.2 +46.9 +46.4 +45.9 +45.5 +45.2 -69.1 -66.4 -64.4 -61.7 -60.7 -59.8 -59.0 -583 Soft +51.6 +50.2 +49.3 +47.9 +47.4 +47.0 +46.6 +46.2 "70.5 -67.7 -65.8 d-64.2 -63.0 -61.9 -61.0 -60.2 -59.5 55 ft +52.7 +51.3 +50.3 +48.9 +48.4 +47.9 +47.5 +47.1 "71.8 - 69.0 -67.0 -64.1 -63.1 -62.1 -61.3 -60.6 6D ft +53.6 +52.2 +51.2 +49.8 +48.4 WIND VELOCITY= 175 MPH MRH 5 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLATTERRAIN 1. TABLES ARE INTENDED TO ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE C OTTOF WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL C FOR' THESE TABLES. 2. TABLES VALID O LV( S F ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F R APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° S B P NEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B 6'0.1. .(AVE E OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDE D 7�EAK R S. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OP ING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD %SP MGEST . THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - RAL MULLS. IF THE TRIBUTARY AREA OF AN OP 0 CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd-1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH 'ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI - +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR THESE TABLES ARE ONLY COEFFICIENTS LISTE N HAC1:-BE 'fED�ND VERIFIED BY THE GOVERNING BUILDING DEPARTM ., RMI.FIOLOER. N - . RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE � rteau -MA0 INIT ISSUE 5. THIS SPECIFICA 0 IS Jsl T � R ANY PRODUCT APPROVED CERTIFICATION. RE it ARA . MTTED TEST CRITERIA AND OTHER APPROVALS FOR DE G TION� TION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T B Y 0 1 CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL TifU O M ORDINANCES. 7. NO CERTIFICATIO OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. GSS a= 10% OF = 'I O-VORH, PEAK ROOF WHICHEVER IS SMALL �° QF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 O E QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE HEIGHT ROOF I� H HEIGHT 160 SW 12th AVENUE, #106 0 5 1 ® 5 ® 4 �5y a O - SO OS WALL ZONE FIGURES N v o vi s o � rteau -MA0 INIT ISSUE umnry GSS unw TSB UAI. D3/D5/,2 2 010 FLORIDA BUILDING CODE ENGINEERING o Cm m E 3 c� ASCE 7 -10, CHAPTER 30 EXPRESS® �o t REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 o z - N r MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 I p iA O g THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, AND SHALL REPRODUCED IN ART PH: (954) 354 -0660 FAX: (954) 354 -0443 IVO �J Z NKLBENEORP WITHOUT WRITTEN CONSENT OF FRANK L BEPINARDO, PE IT EN "ALTERATIONS, ADDITIONS, HIGHLIGHTMG, OR OTHER ASCE - O / WWW.ENGEXP.COM C MARKINGS TO THIS DOCUMENT ARE AND CERT OF AUTH 09885 N m BUILDING DEPARTMENT PERMIT #: !lS� /VInI99 S,�p1 WINDOW DETAIL INFORMATION 1 INFORMATION FROM PRODUCT APPROVALS 1 OPENING LOCATION 2 PRODUCT ACCEPTANCE NUMBER 3 1 4 PRODUCT APPROVAL DESIGN PRESS. RATING + PSF (• )PSF 5 1 6 PRESS. RATING READ FOR SPECIFIC OPEN. + PSF - PSF 7 MAXIMUM TESTED SIZE 8 -4mydw OPENING S nA16 9 SHUTTERS REQUIRED YIN u - W- o -f 75- - 5- i-3f, 0 -57.57 " X63 Z- - f76- - S f o./ - 3. U' X63" 6-os " Al .2 53%P',X76v 7 'x 6" 3 -H .6 2 - 0 d f l077 . o -- l o. ° t 3 — 3 - �° 12,o "9 72" x PV 1`1 X 7 " ' 74 ' N 5-A 3- 015,657 -. Goa Ik -• 0$-? . 4 _ — To 31, o - S . S 3% 7s- .ZS'' 3Z% "x rot -f Fo 3. 53 %'X Z 11- 1013. i -f RD -ro t 0 - 57 S 53 if x 76 " 3 ` x 76'" N .D t S -76" -f 37 " "X% ' 7 "x5osn N to s 3. o - 6' h "3i "x 5d Al 11- 114, 0 4- - t L10. _ S3 .to ! ° X 63 ° X s 4 �J 12 FL- 3 , t - 3.0 - 377S-82•2-r 3f "x Zl /y' tJ - I -S0. f31;. -39 S 111 " " 111'X 63 a l� IDENTIFY OPENINGS ALPHABETICALLY ON ELEVATION SHEETS. IDENTIFY VERTICALLY STACKED GLASS IN THE SAME OPENINGS FROM BOTTOM TO TOP WITH A SUB NUMBER (A, Al, A2 ETC.). THE INFORMATION CONTAINED HEREIN WILL BE USED TO CONDUCT INSPECTIONS. OPENING LOCATION 2 PRODUCT ACCEPTANCE NUMBER 3 4 PRODUCT APPROVAL DESIGN PRESS. RATING + PSF (-)PSF 5 6 PRESS. RATING READ FOR SPECIFIC OPEN. + PSF - PSF 7 MAXIMUM TESTED SIZE 8 OPENING fNsT/NC- 9 SHUTTERS REQUIRED YIN O� 75 + - 25 —75 -�f7/ f 4o. i -t 37,7 f o • -53. 9 - 3. 'X 63 p 1'x63` f/" x 63" 3 9-)Ye wax " 37,X D�� Al Al D t75- f /7 —115- '7 4- ;7.-7 / 41? L1 1/1, X /_ � -lLLv V t'A6 11 Al IDENTIFY OPENINGS ALPHABETICALLY ON ELEVATION SHEETS. IDENTIFY VERTICALLY STACKED GLASS IN THE SAME OPENINGS FROM BOTTOM TO TOP WITH A SUB NUMBER (A, Al, A2 ETC.). THE INFORMATION CONTAINED HEREIN WILL BE USED TO CONDUCT INSPECTIONS. 0 GENERAL NOTES I . This product has been evaluated and is In compliance with the 2010 Florida Building Code (FBC( structural requirements including the "tkh Velocity Hurricane Zone" (HVHZ). —9. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or slucco. 3. When used In the IMI-IZ" this product complies with section 1626 of the Rodda Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASiM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysts by a licensed engineer or registered architect. 7. Oufswing configurations using threshold Rem #f4 meet water infltration requirements for "HVHZ". 8. Inswing configurations and outsw Ing configurations using threshold Rem 85 do not meet the water infiltration requirements for the' iMr and shag be Installed ordy In non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. SHEUO I DESCRIPTION 1 Typical eleva 2 Door panel d 3 Door pones d 4 Door panel d 5 Doorpaneld 6 Hodzordal crc 7 Vedkxri cross 8 Buck and fray 9 Framean:hc 10 Bul of materin 37.75" x 80.75" +100.0 SMOO1Ti INSWING 37.75" x 82.25" 'x75.0 STAR OUYSWIN 39.75"x80.7' +80.0 CLASSIC SWING 37.75" x 82.25" +100.0 CRAFT OUTSWING 37.75" x 80.75" +100.0 CLASSIC INSWING 37.75" x 82.25" +90.0 CRAFT OUTSWING 37.75" x 80.75" +90.0 RUSTIC FIBER INSWING 37.75" x 82.25" +75.0 CLASSIC OUTSWING 37.75" x 80.75" +80.0 -75.0 -100.0 -100.0 -90.0 -90.0 -75.0 -80.0 �a z �$ m rs rsP Qc� o �u z N eMQM N.T.S. M. ell AL CM ern VS Mwm Wj FL- 10537.9 U a 5 m z 0 U z O m a 44 46 EXTERIOR 47 - Z I 2 INTERIOR 46 42 Z : s HORIZONTAL CROSS SECTION a7 ® 4.16° 2 j►- 1.53° � � � � i Git� �C5 � EXTERIOR INTERIOR o I D DETAIL A A 42 TOP tOCK STl[E � DOOR Smooth star ,' ;� 000000 z Oo 00000000 Mir � 0000000 00000000 0000000 00000000 0000000 00 '1n �•„� 00000000 0000000 • °! ?":: 2 00000000 45 0000000 �6 / p 00000000 n� 0000000 28.86 %0 PEN N� 0000 o AREA MAX, G a z 45 - z G 00000 0 K 2 VERTICAL CROSS SECflON 2 24 69 z 0000000 00000000 0000000 N.T.S. 9 00000000 m UM EM AL DEWLA -A cm an LFS Panel reinforcement °rimm w' N FL- 16537.1 0 SNElT � OF � N 54 57 51 57 51 53 56 EXTERIOR R ° 2 INTERIOR 55 1r HORIZONTAL CROSS SECTION � 3 51 ® 1 O 4.06° 032° —� o I I I° TYP.4 a 13 CORNERS OP PANEL o EXTERIOR INTERIOR � ° & D DETAILA -A b2 TOP ! LOCKSTIL@ � DOOR A° Classic aatl 00000000 0000000 00000000 tea , O 0000000 51 0000000 00000000 0000000 O 00000000 0000000 034° �i77 00000000 0000000 �/,� 55 00000000 0000000 2g,86%DPEN n N a 0000 O AREA MAX. 54 G gg o a ^z 00000 0 a 0000000 00000000 2 VERTICAL CROSS SEC710N 3 DAM 2 24 09 SUM N.T.S. ° 0000000 00000000 Owo. en AL m' DEfAlL A -A cmG ere LFS 3 a Panel reinforcement °POM W. a FL- 10537.1 °o 9WJ_ OF_M 0 3t 35 36 EXTERIOR 2 INTERIOR 32 o 4 HORIZONTAL CROSS SECIION Ni4 -U LIU & — 31 ® I o TYP.4 j5 13 OF P�N,rEiEL � EXTERIOR INTERIOR � S o� Fq 4 a a D d e DETAIL A A � classic «aff nstic '� 31 36 00 000000 Q 0000000 fn 000000 0 0000000 N 000000 r 4.05° 0000000 � 000000 0000000 000000 00 0000000 000000 y 0000000 000000 0000000 �� Z VERTICAL CROSS SEMON N z 00001,00010 28.86% OPEN z 0 AREA LOCK 8 ame 2/24 09 i 0000 0 000000 scar, N.T.S. ° 0000000 -- AL DETAIL A -A exx. sr: LFS 3 Panel reinforcement m FL- 10537.1 0 SFfo-EET � � 10 N 6T 61 EXTERIOR B7 61 63 M ��P�gS roo 3 Z w 7 q J 8ppp� 2 INTERIOR 66 62 a �LL s LLC 5 66 a ° °• � q 1 HORIZONTAL CROSS SECTION ICA 5 67 el MIA EXTERIOR INTERIOR ° d DETAIL A -A A TOP �_�ocKSItLE Fmer classic ;' a 61 00000000 z 0000000 c o 00000000 0000000 67 N 00000000 it 0000000 �1 1 _,:;:•: 00000000 .•;'.;.r 0000000 00 00000000 ? 66 z 0000000 00000000 Az 0000000 00000000 0000000 '2$,$6 %0 EN 00 0 0 00 o AREA MAX. H GE iiOM n 00000 o a 0000000 r2 VERTICAL CROSS SECTION OAM- 2 24 09 00000000 n 0000000 5 SCAM N.T.S. 00000000 WaL my, OE►AILA -A o w- LFS a Panel rekg=ement F1- 10537.1 0 sir --L -JQ m 98 a1 a 10 a o Z� o INTERIOR oil' 4 e 6 3 ° 6 1B EXTERIOR 40 30 14 G ° o y E t- 1/4°MIN.g m E p EMS. UYP.) ® 3 HORIZONTAL CROSS SECTION D 0 B 3 6 k,6 Shown w/1X sub -buck B 7 7 7 7 ° ° L 0.15, 0.15, L m C'SINK ° a (TYP.) CSNK 0 ° a° z P O ° 10 10 a c N a° INTERIOR L INTERIOR 1 � Z •Sli a �1 � J N 2 "z ° e ° A 12 12 30 40 EXTERIOR EXTERIOR 40 30 O ° n Dare 2/24/09 z L C 11 14 16 N.T.S. 1-114-NN. 50 60 60 30 C t M8. (1YP.) E wra es AL m' e 1 NORIZONTAL CROSS SECTION 1 -tla° MIN. %a 1 HORIZONTAL CROSS SECTION ch% ar$ LFS 3 DROM 6 Oufswtng shown - inswing also approved 6 Oufse<an9 shown - inswing'') FL — 10537.1 °aP ado approved s� 6 ov10 E p ••'' 1-4 INTERIOR EXTERIOR g m z W B _ L J d A C a 30 40 Z s B C 10 60 60 °a € I 40 30 40 30 80 b0 1® 8 0, 9 ° D EXTERIOR INTERIOR 1 ! VERTICAL CROSS SECTION 'Nn- % 2 _VERTICAL CROSS SECTION VERTICAL CROSS SECTION J Ey \\ 9 a=te'p� / 7 Shownw /ixsubbuck ' �m ggeneranofe�ss(�eett for' VFQ° �terintiHratton ? o a. EXTERIOR INTERIOR EXTERIOR INTERIOR M 0 m 0 30 40 30 40 INTERIOR EXTERIOR b 50 b0 50 b0 rn 0 0 1 2 7 3 7 4 10 30 40 50 60 aE E:��yyA`sYY; E z I NN Z O am- 2 24 09 wAm N.T.S. �4-'� VERTICAL CROSS SEMON %5, VERTICAL CROSS SECTION �_ 6�_ VERTICAL CROSS SECTION DM Of. AL m E Inswing configuration see general notes, street 1 for °HVFO water tnfltration % Inswing conttguraHon see 8enerN notes, sheet i 7 Outswing canffauration see general noses, sheet i CWL sn LFS 3 � MMM Nro_ requirements `or mennts tnfUtrafton squire freequU%i 8 ewater tnfiHratton nts FL– 10537. i °o — 7 --M 4 11.x° MAX. 4'-1 0 cmm 4" to TYP.V. Typ.(V/.' tL - 1 M61 TYP. HEAD & MASONRYT MASONRY - - h 4 - JAMBS MASONRY OPENING OPENING OPENING FRAME-/ 51 .1 2X BUCK-, 2X BUCK-,., 50 U of -4 2X BUCK -: Z 52 0 -0 W-A. BUCK ANCHORING SUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB D? <= 80 psf 80 < OP <=100 psf Masonry 2X buck construction z o Q CONCRETE ANCHOR NOTES. 1. Substflurflon Of OCIL101 concrete screws from 0 different SUPPHOr may have different edge distance and center distance L requirements. d 2- Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. if concrete screw locations noted as 'MAX. ON CENTER" must be adjusted to mahtaln the minimum edge distance to mortar 12 Joints, additlanal concrete screws may be required to ensure the maximum on center dimension Is not exceeded. 3. Concrete anchor table: L ... ............ 14 ... ... . ....... .......... . .. ..... . . .......... * .......... 12 .... . ...... .. ..... PON -T ......... ... DAM 2124109 . ..... ......................... .......................... . srAm N.T.S. 114' 1-114' 2-11T -W HINGE DETAIL . ...... .... LATCH & DEADOOLTDETAIL M. AL 114" 1-114' C" sr: LFS FL- 10537.1 13 0 I&W OF TYP. HEAD & JAMBS 09N MASONRY OPENING Ry- FRAME 1S x to U 17 14 f5 1X BUCK LATCH& DEADROLTWAIL L r HINGEJAMB FRAME ANCHORING SnMJAMB Masonry IX buck rordructlon z 0 o v) CONCRETEANCHOR NOTES. 1. Subsiltuffon of equal concrete screws from a dIfferant supplier may ham different edge dfstance and center distance L requirements. 2 Concrete screw locations at the comers may be adjusted to maintain the n*fturn edge distance to mortar Joints. ff concrete screw locations noted as 'MAX. ON CENTER" must be adyUsted to maintain Hie minimum edge distance to mortar 12 joints, additional concrete screws may be required to ensure the maximum on center dimension Is not exceeded. 3. Concrete anchor table: 12 Oue .. . . .... . ...... . . ........ 2/2 ........ . . ... .... _4109 saae N.T.S. 2-1/r 31 IJINGE DEWL . . . . . .. .. ..... .. ...... .... DM. 13y, AL 4' CHK BY, LFS DRWM KW FL-105-37.1— MET OF 0 -2- _L_—o BILL OF MATERIALS ITEM A B C D E G H J L 1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 16 17 18 19 1 DESCRIPTION 1 X BUCK SG 2 0.55 2X BUCK SG z 0.55 MAX. l/4" SHIM SPACE 1/4r X 2 -3/4" ELCO OR HW CONCRETE SCREW MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 3116" X 3-1/4" ITW CONCRETE SCREW I 1 14" X 3-1 /4" ITW CONCRETE SCREW I 1 /4" X 3-3/4" ELCO OR TW CONCRETE SCREW #10 X 2 -1/2° PFd WOOD SCREW INSWING ADJUSTABLE THRESHOLD IS300AJ INSWING THRESHOLD (LS300HP5 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M 101 FISWING COASTAL THRESHOLD OUISWING STANDARD THRESHOLD INSWING THRESHOLD DOOR BOTTOM SWEEP JAMB PIN SG - 0.55 JAMB (OAK) SG r– 0,55 WEATHERSTRIP HINGE #10 X 3/4" PFH SCREW #9 X 3" PFH WOOD SCREW LATCH STRIKE PLATE SECURITY STRIKE PLATE #8X 2 -1 /2" PFH SCREW #8 X 3/4" PFH SCREW KWIKSLI PASSAGE LOCK - SIGNATURE SERIES KWIKSET DEADBOLT- SIGNATURE SERIES 980 MATERIAL WOOD WOOD - STEEL CONCRETE STEEL STEEL STEEL STEEL ALUM./WOOD ALUM. /COMP. ALUMJCOMP. ALUM-/WOOD ALUM ./WOOD ALUM. /COMP. VINYL WOOD WOOD FOAM STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL I ITEM 30 31 32 33 34 DESCRIPTTON CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS DOOR SKIN 0.095° THK CC RUSTIC = 6,000 PSI MIN. TOP RAIL CLASSIC CRAFT RUSTIC LOCK 8, HINGE STILE (CLASSIC CRAFT RUSTIC ) BOTTOM RAIL CLASSIC CRAFT RUSTIC MATERIAL FIBERGLASS WOOD WOOD/LVL' COMP. R 9 ms' $ °� m d : =' °D z -a i a sv4 1 35 36 40 41 42 43 44 45 46 47 50 51 1 52 53 54 55 56 57 60 61 62 63 64 65 PANEL REINFORCEMENT 0.023" THK CLASSIC CRAFT RUSTIC FOAM CORE SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS DOOR SKIN 0.065° THK SMOOTH STAR = 6,000 PSI MIN. TOP RAIL SMOOTH STAR LOCK STILE SMOOTH STAR HINGE STILE SMOOTH STAR BOTTOM RAIL SMOOTH STAR PANEL REINFORCEMENT 0.023" THK SMOOTH STAR FOAM CORE CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS DOOR SKIN 0.095" THK CLASSIC C = 6,000 PSI MIN. TOP RAIL CLASSIC CRAFQ LOCK STILE CLASSIC C HINGE STILE (CLASSIC CRAFT) BOTTOM RAIL CLASSIC C PANEL REINFORCEMENT 0.023" THK CLASSIC C FOAM CORE FIBER CLASSIC DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS DOOR SKIN 0.06S' THK FIBER CLASSIC) Fy = 6,000 PSI MIN. TOP RAIL FIBER CLASSIC LOCK STILE FIBER CLASSIC HINGE STILE FIBER CLASSIC BOTTOM RAIL FIBER CLASSIC STEEL POLYURETHANE FIBERGLASS COMP. WOOD/LVL WOOD COMP. STEEL POLYURETHANE FIBERGLASS COMP. WOOD/LVL WOOD/LVL� COMP. STEEL POLYURETHANE FIBERGLASS COMP. WOOD/LVL WOOD COMP. a 15 �� °o �I a o� fat c m 5,gro ?!�7777�' 66 PANEL REINFORCEMENT 0.023" THK FIBER CLASSIC 67 FOAM CORE 4.57 STEP, POLYURETHANE o S V) � 1 4SHO1D (f1gW1 atlj�sfable OLD Z1 3 Irnvring sDs djust 4 RESH�— � "" ° ° °,y `•"ten„ 4.56 � O Bme 2124109 was N.T.S. o _ T 5 TI1 C Ou�swtngsiand°rd ' •.a' _ .'r.. , . 6 TH HOLD mmr dP _ +I-50.0pq B 9 8 Jamb OWD. 6Y: AL 1 m BYt LFS neuvna6 nw 1 FL- 10537.1 1 sr�r 1Q of 10 g MIAMI, r MIAMI --DADE COUNTY, FLORIDA f PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 2e Strcet, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590, F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwalamidadengmYgerai PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA- Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami—Dade County) and /or the AHJ (in areas other than Miami- -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the r . ' Monts of the applicable building code. This product is approved a ' e crein, an been designe to wig th the Florida Building Code, including the Hi ocity Hurricane Zone. Series "SH 700" Aluminum Single Hung Window — L.M.L HrricU v , Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number iami- -Dade County Product Control Section. MISSILE IMPACT TING: Large and Small Missile Impact Resistant. LIMITATIONS: Mi =Dade County Product Control Approved Sh ection Devises shall be required for Glazing Option "M" at co sta Mons a ove 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change, in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA No. 11- 0403.10 and consists of this page 1, evidence pages E -1, E-2 and E-3, as well as approval document mentioned above, The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAM114=9COUNTif NOA No. 11- 1013.14 • /(�,(,vfl xpiration Date: March 26 11t Approv ovember 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked —up drawings and installation diagram of an aluminum single hung window, with 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 No.09- 0322.06) 2. Test reports on: l) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT1-4958 and FTL -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA Na47— 0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL4723, dated 10105 and 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1418.01) t Jalme D. Gaseo , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENT SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05;4018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 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 fi ame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08110105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 200?, dated 01/11 /2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM B1300 --04 (Submitted under previous NOA No.11- 11128.03) D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers,' dated 05/05/2011, expiring on 05/21/2016. Jaime D. Casco , P. E. Product Control Section Supervisor NOA No. 11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -2 PGT .Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and F13C- -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL 4957, FTL- -4958, FTL -5063, FTL -4645, FTL4649, F!`L -4723, FTL -4947, FTL -4650, FTL -4448 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08 /10 /05, all signed and sealed by Edmimdo Largaespada, P. E. (Submitted under previous NOA No. 07- 11322.06 and 05-1018. -1018 0 ) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window - L.M.I. ", approved on 04121/2011 and expiring on 03/23/2016. 9 "- I Jaime D. Gasc n, P. E. Product Control Section Supervisor -NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -3 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZI PTIONS: (SEE DETAILS ON SHEET 2) A. 6118" LAMI CONSIST/_ OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER, �y �,VNN 8'�CA? CCONSTSTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118° HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLOWEEPSAFE MAXIMUM PVB INTERLAYER. C. 6/18° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116° LAMI CONSISTING OF (2) LITES OF 3M6' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIMEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX&EEPSAFE MAXIMUM PVB. F. 7/16" LAM[ CONSISTING OF (2) LITES OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIMEPSAFE MAXIMUM PVB INTERLAYER. G. 13/18° LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 6116° LAMI CONSISTING OF (2) LITER OF 1/81 ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. NOA DRAWING MAP © H. 13116" LAMI IG: (1) LITE OF 1181 TEMPERED GLASS, AN AIR SPACE AND 618° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED -GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. SHEET 1.13116" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS GENERAL NOTES___— _— WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB WTERLAYER. GLAZING DETAILS. »... 2 J.13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/181 LAMI CONSISTING OF (2) LITES OF 3/161 ANNEALED GLASS WITH A DESIGNELEVATIONS.-............ PRES ES.. DESIGN PRESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. 4 K.13116" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 716' LAM/ CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE VERT. SECTIONS......... . 6 VER . OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. SECTIONS .......... 6 6 L.13/16" LAMI 10: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 71101 LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS PARTS LIST......NS........_.. WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER EXTRUSIONS ......... .•• °•-•• 7 ®M. 13118" LAMI IG: (1) LITE OF 1Ar ANNEALED GLASS, AN AIR SPACE AND 06" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR CORNER DETAIL .......... .. 7 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE................... 8-11 2. CONFIGURATIONS: "OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) eIA ' '••. e FLUk.. ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) 04/01/11 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. CHANCE B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 331/3o/1 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. .DCAPOLAS9TWETOTEMPEREDFROMHB 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4546, FTL- 4848, Fri -4847• FTL -4648• FTL -4849, FTL -4860, FTL -4661. FTL- 4723, FTL -4967, FTL49M AND FTL -6063. F.K ANSI /AF&PA NOS -2001 FOR WOOD CONSTRUCTION �J'f ADM -2000 ALUMINUM DESIGN MANUAL PRODUCT REMED S. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. as complying with am 1110118 BuBmng Cndo Am No 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY mm an/05 HURRICANE ZONE (HVHZ). B IIIIIII �y �,VNN .... * .' g8105 No SQ JJ. 10/0/H1 D 17010FROURMTE 1070TWHNOMYONO P GENERAL NOTES eIA ' '••. e FLUk.. JR. 04/01/11 CHANCE ma .DCAPOLAS9TWETOTEMPEREDFROMHB NOHOMI8.7434278 ,0�.�''. ''��,5'SIONP;;�`� F.K 108 1179/oe �J'f ro O 396 �ADDNS s ro.egx+eze NOKOMIS, FL84274 ALUM. SINGLE HUNG WINDOW, IMPACT A. L1� II941ILLS, P.E. FL P.E.O 68706 u�,ar Pic mm an/05 oniv ?123107 Vitvlb(y Beeler o a ms a s amw s�rr NT4. 1 w 11 �ryuw 4!140 20 aa" D or 16,87,88 or 9' 112° NOM. GLASS BITE ' 0 A NNEALED OR HEAT STRENGTHENED GLASS @080ttF R DUPONT PVB INTERLAYER —�- 116° ANNEALE T STRENGTHENED GLASS NOM. 5/15° LAMINATED GLASS U2° NOM. GLASS BITE or +— or 91 1/6° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 6d18° LAMINATED AIR SPACE 116° ANNEALED OR TEMPERED GLASS 13/16° NOM. 13116" LAMI IG GLASS W/ 5/15" LAMI P.O. BQX I= N01(6M18, FL 84274 112° NOM. GLASS SITE N 10 ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16° 1MTH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR r> (ALL SECTIONS) 3116° ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 3116° ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 7/16" LAMINATED GLASS 112° NOM. GLASS BITE 3118° ANNEALED OR HEAT STRENGTHENED GLASS no SOLUTIA OR DUPONT PVB INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7118° LAMINATED AIR SPACE 1 18°TEMPERED GLASS© 13116° NOM. 13/16" LAMI IG GLASS W/ 7116" LAMI _LAZING DETAILS �— ALUM. SINGLEHUNG WINDOW IMPACT Vtdb(y t3eaer b g bb Full 2 m 11 "4040 -20 PWde O _^ No, 58705 * Q * to EI ul^ t SIX Ok •., FL00l �FSSIONP, A. L11ilN MILtt P.E. FL P.E.# 68706 i■ 111 FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION ® BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT I ews TYPE " 88" 88" 70" 72" TABLE 2. 76" TABLE 1. 48° ,B,M -eo.0 -8p, +80.0 -80.01+80.0 -80.0 -80.0 +80.0 •80,0 +80.0 •00.0 +80.0 •80. +80,0 -80.0 80" A,B,M +80.0 40.0 +80.0 -00.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 62" A, ,M +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -78.8 +79.3 77.3 +76.9 •76.0 631/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79,8 •76.6 +7 &2 -78.2 +76.9 -76.9 +76.4 76.4 +74.0 -74.0 UPT0631 /B" C,D,E,F,G,H.kAK,L +80,0 .80.0 +60.0 -80.0 +80.0 -60.0 +6&o -80.0 +80.0 -80,0 +80.0 +70.0 •70.0 -60.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION & BASED ON FLANGED WINDOW TIP-TO-TIP, FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/B" 44° 60 6l8" 83" 72" 74" TABLE 2. 76" 48" AB,M +80.0 -eo.0 I +eo.o -eo.0 +80,0 -80.0 +e&0 -80.o +loo -7o.o +70.0 7o.o +70.0 70.0. eo" A,B.M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +7 &9 79.9 +70.0 70.0 +70.0 70.0 +70.0 -70.0 or A,B, +80.0 -80.0 +80.o -80.0 +80.0 -80.0 +78.9 -78.9 +7o0 -70.0 +88.8 •88.8 +87.8 •67.6 631/8" A, +80.0 -80.0 +8&0 -60.0 +80.0 -80.0 +78.0 -76.0 +88.0 •88.0 +88,7 •88.7 +88.8 •88.8 UP TO 631/6" C,D.E,F, ,H,LJ,K,L +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +70.0 -70.0 +70.0 70.0 +70.0 •70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION® TABLE 3. BASED ON FLANGED WINDOW (PTO -TIP RAMS DIMRNSIONS WINDOW HEIGHT MINUS SASH HEIGHT 0" WINDOW HT. W/ SASH ■ 76" FLANGED AND 78" NTEORAL I4N) WIDTH GLASS TYPE 171/6" 22 11118" 26 3118° 1 33 314° 1 39 8118° 4413116" 1 60 316" 1 8816!18° 63118" I O,E,F,J,K,L I +80.0 I - 60.0 +80.0 1 -80.0 +8110 1 -80.0 1 +00.0 1 -80.0 1 +70.0 -70.0 1 +70.0 1 -70.0 1 +70.0 1 70.0 1 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. 118° LAMI- {118 "A,.Q80,1 /8"A) FTL4647, 4046, 4723 4967 8.6110" LAM] - {1i8"R,.090,1/8"H8 FTL -4847, 4048 C. 6113" LAMI -(1/8 H8,•090,1 /8" $) FTL4847, 4848 D. 711W LAMI - 3/18"A, 080, 311(rA) FTL4646, 4886 E. 7118" LAMI - (3118"A,.090, 3118'HS) FTL4646 F. 7116' LAMI - (3/16'HS,.090, 3118 "H8 FTL4846 0.13118" LAMI 10.116" T, AIR SPACE, 511W LAMI - (1/6"A.,090,1 16"A) FTL4646, 4723 H. 1311W LAM] 10 -1/8" T, AIR SPACE, 6118' LAMI - (1/8"A,.090,11WH8 ) FTL -4048 1. 13118" LAMI 10 -1/8" T AIR SPACE, 6118' LAMI. 1 /8 °HS,.090,1/8°HS) FTL4046 J. 13118' LAMI 10 -1/8" T, AIR SPACE, 7118" LAM{ - 3118 "A,.090, 3118'A FTL 4849. 4960 K. 13/18" LAM110 -1i8" T, AIR SPACE. 7118" LAMI - (3118A..090, 3118 HS FTL -4049, 4860.4968 L 13116' LAMI IG -116' T, AIR SPACE, 7118° LAMI - ( 3118 °H8,.090, 3/1(rHS) FTL-0849, 4860 M• 13/18" LAMI IG - 1/8°A, AIR SPACE, 6118° LAMI- pjm,aso. 1/8"A )A 1`766083 °O° MEETING RAIL HT. "X" ST �® W HT. Q MINUS SASH IMSTHT MEETING RAIL H IA 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-71P FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618" MINIMUM TO M8" MAXIMUM. P.O. �X 1�B NOKOMIB, t•1.34Z74 offiv I NITS 1 .9 d 11 1 4046 -20 111111 .k • • tyo, 68705 '.'* A. LYtJI(I'tidll, P.E. FL P.E.B 68705 4 �, MEETING RAIL �® W HT. Q MINUS SASH IMSTHT MEETING RAIL H IA 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-71P FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618" MINIMUM TO M8" MAXIMUM. P.O. �X 1�B NOKOMIB, t•1.34Z74 offiv I NITS 1 .9 d 11 1 4046 -20 111111 .k • • tyo, 68705 '.'* A. LYtJI(I'tidll, P.E. FL P.E.B 68705 531/8° MAX. FLANGED WIDTH 621/8° MAX. I.F. WIDTH 49 618° MAX. FIXED DLO (ALL) D -.-I C r-I 76° MAX. 75° MAX I 76° MAX SEE DLO I.F. A A I.F. I.F. TABLE 0 / p �I HEI SEE DLO HEI HT SEE DLO C HEI HT ® TABLE 0 j ® TABLE O j 11- 78° MAX. L 78° MAX. L 78° MAX. FLANGED FLANGED FLANGED H8° HE HT HEI HT HEI SEE DLO HT TABLE X j SASH SEE DLO X S E SEE DLO (mil ') HEI HT TABLE j NO 4 TABLE x j NOr 4 .1_ 48114° M (AL ) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1 /1 76° MAX IF. SEE DLO E HEI HT Tp�LE SEE DLO TABLE O 76° MAX OED FLANGED HT HEI HT MODUC17 �►s�ola�wa SEE DLO T• ABLE SEE DLO TABLE X j sp SH B complying g Co Buildia0 Cods+ HEIGHT Arno MaDmo l�•tQ1Fi,Zoai OA B DETAIL D DETAIL E 15 ndieml ede ma rent VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) 111111 �% YNN �i NOTES: �% � �- •,MU< �, 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. �: ��.. ��pENSF ''•., * �% 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. �r 3.3EE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. ,& = k : Nc• 58705 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C)ARE BASED ON A THREE OVER TWO FORMAT. ® = TEI�`• LLIZ J.J� !1010,1,11 D NOCHIWOE3THISBHk�ET i'Q '• STA DF �low. JA fHt c NOCHANSES7M shw + N D aaa VATIONS ' OC�' , °LORNpP ��?. no" ALUM. SINGLE HUNG WINDOW IMPACT ''�SS10N`� RK 9/OB H ADDINTEOAALRN . VERB/ON CHd NOM&ADDNOTE4. P•0 89%L'% a aau saw sartr a.Nnxa xmc A. LY%(fII1M1HILL& P.E. maFic mm NOKOb118,FL3427I U/sIb/yBetper FJG 08 ra 212M7 8H7oo ALTS 4 d 11 4040 -20 D FL P.E.# 68706 76° MAX. I I.F. I HEI HT 0 78° MAX. FLAN HEI SASH HEIGHT VERTICAL DAYLIGHT OPENING DETAIL -DCED LITE LOW 31LL HIGH SU.I. A 341/2° 34 3/18" B 416/8" 419/4" C 411/4° 407/8" D 62 6/8° 52 11/18° E 62114° 62 5/18° SASH DETAIL LOW SILL HIGH SILL A 341/2° 34 3M8° B 277/78° 271/8° C 27 7/18° 271/8° D 78318° 3/4° E 18 318° 15314° TABLE 6. INSIDE v (LOW SILL) SEE NOTE ABOVE ULTRALIFT 12 ONLY CHMOE'S NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SASH. INSIDE - I MAX' VENT DAYLIGHT OPENING I 7 , NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16 OUTSIDE MAX. FD(ED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A A INTEGRAL FIN (I.F.) FRAME SECTIONS® INSIDE 47 z6 HIGH SILL 2. 30 LOW 31(.L HIGH SILL 48 LOW SILL HEAD 68 2.710° ®I.F. FRAME q 53 II OUTSIDE ULTRALIFT 12 ONLY ALTERNATE HIGH SILL P.O.gX1628 woxomisFL2arra SECTION C -C RADIUS TOP DETAIL - FLANGED V ILUM. SINGLE HUNG WINDOW IMPAC sHmn Half s d 11 4040 -20 RUVMM 41 with tha Florida N " I Dato A_s ``�O'kt LYNN �lc ;; . No. 88705 •. * �, q,.d�Ilo 41 • �= ONA A. LY �JllllllLF�,�P.E. FL P.E.# 68705 ITEM OWG# I 09SCRIPTION PST# 1 4002A IFLMOEFRANEHEAD 612225 2 1166 1#8 X 1.000 QUAD PN. SINS 781PQA 3 40030 FLANGE E L OW SILL 812228 5 1828 . ADHEB OPEN CELL FOAM PAD 7PA61626 8 40 a6 F 12227 7 1325' 26 SASH 812244 8 4026 SASH STOP (RGRES9)1.126 LONG 812244 8 4029 SPIRAL. BALANCE, 318 °, 818°, OR 11118° 10 1080 COVER., 318 °OR5 /8° BBAt.CVR91@ 11 X. 60 PH. 11.8 7Q34M 12 BALANCE SOTT 11A BRACKET 7 AL KT 13 108611068 BASH TOP GUIDE 42504 16 #8X1 PHIL FLATHEAD 8.87E 7 M1FPAX 18 1080 -1 BAI.ANCB .OVEFt,11M8° BBALCV12870 17 40 3 H 84053 18 4029 -1 SASH BRAG 7ULB KT 19 #8.32 X 112° LG. H. FH. TYPE F S. 8TL 783 12FPFX 21 4054C NE a 840540 23 4 , O RAIL @400@ 26 2 6 WK-116 X.970 WK FIN SEAL 875180 2F- 1098 SWEEP LATCH 71098 7 1018 #8X1 28 4007 SAM SOMMML (LOW 0.L ) 81 0 30 1228 49 31 4008 SASH SIDE RAIL dillil 12ft SAO FACE WIDO 4 5 1 36 1 @22 S LOCK 3/32 °X26!84 °X1° 71 22K 38 1602 LANIIG8 BL K1 °X3/4°X1/18° 71062K 37 1224 VINYL mAx BEAD BULB IC 8 247 ,K 36 1,225 VINYL B LB (THIN) 8 48K 41 40398 GLAZING , 6118 LAM. GLASS. 840,3011 42 4 s OLAZING OW. 1I LAND ILL KIT 844703 44 4229A 0 7tIWLAM 64222 46 986C GLAZING BRAD, 7118° LAM VWGRILL Krr 8985 48 4087 GLAZING DEAD, 13118° LAMG I.Q. 64087 47 4071A FRAME, L . 84071 48 4072A FRAME. L . MSILL 072 48 4073A FIUM, LF. HIGH BILL 64073 60 40740 FRAME, LF. JAMB 84074 52 4009 SILL LATCH ( E88 ) (LOW SILL 784009 63 10 8 SPRING, SILL LATC (EG 1:88 78 RNG B4 2140 L 02740 56 1014 SCRERN OR. B VER.) MW 56 1630 SCREEN CORNER KEYVWRINGS 71630 67 1 1631 CRF-W OMER.KEYW/OUTRINGS 71831 5 1073 8 REEN SPRING 7CASP 69 1 1624 ISCREEN SPLINE -.136 DIA FOAM @1824K PAN BQX 1% NOKrL84274 t], d r] r] d� ra 88 0. GLASS, 1918h -LAM I 1/8°7, AIR SPACE, 8118° LAAA, 1/8 °q.090 PVB,1 /8 87 H. S,13118° tG• 1/8`fi 8 ACE, 811 ° LAIUI, (1/ ° .080 Vtl .1 S) 88 L GLASS, 13/18° L MI IG;1/11°T, AIR 8PACE, 6116° LAM, (118"148,.000 PV13,11844. ) 80 J. GLASS, 13118° 10; I , AIR 8 1181 LAM, /18°q.090 PVB 18 °A) 00 K CLASS, 13118° LAM 10, 1/8 AI 8P . 7118° I.M. (3118 °q.090 3118° 81 L. 0LAS8,13118° LAMP 1a; 118°1 AIR P . E, 7/1 8°H8.090 PV8 3118°H llym['1!Lt S:'iJ 47 FRAMER I.F. HEAD #4071A,6083 T6 ®48 FRAME, I.F. LOW SILL 04072q 8083 -T6 FRAME, I.F. JAMB H 48 FRAMER I.F. HIII SILL ® 50 #4074B, 608 3-T8 ® 04073A, 8083 -T8 (USED AS RADIUS TOP HEAD) BMW I NTS 1 B d 11 1 4040 -20 PRODUCPRBMM m complying tvN.4te Florida Cn SON MIL 14' /i, �� o�y: Ns6 • •..-Ic ��: f Lu O .. APO Op A LYI(!t4 MnILLIZ �P.E FL P.E.# 58705 r�- X2784-1 I 1.383 jl— .082 O FLANGE FRAME HEAD #4002A, 608376 -T .082 2.s3o �- 2.784 1749 O FLANGE FRAME SILL (Lawn . #40030, 608376 j 2.710 1 .082 .490 �- 10513--if.738 082 �- 1.461 SASH STOP O FLANGE FRAME JAMB 7 #4026,6083-T6 #4004, 8083T6 SASH STOP COVER 17 114063, 6063T6 (USED AS RADIUS TOP HEAD) 1342 .062 21 FIXED MEETING RAIL #4064A,6083HD -T6 e {�-- 2.3'18 —►+ 1.707 .062 .082 © I.F. FRAME 1 or 47 I 2 I II SEALANT ALONG ENTIRE JOINT — LF. FRAME A 6or60 WELD 6 or 50 ALONG SEALANT OR GASKET � BOSS (2) AT HEAD AND SILL I VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 1.186 i—T 082 1' j49 41 GLAZING BEAD, 6/16" � #40398, 8083 -T6 23 SASH TOP RAIL 28 SASH BOTTOM RAIL (LOW) #4008C, 6083HS T8 ;94007, 6083 -T6 N-- 2.784 —�-{ 68 FLANGE FRAME SILL (HIGH) #4080A,6063 -T8 THIS SHEET .062 6$ SASH BOTTOM RAIL (HIGH) #4061A,6063 -T6 raegx+s�e NOKOMIB, R94R%4 31 SASH SIDE RAIL #4008,6083•T6 7�- ,.Ob� E12 .878 1.098- 1'. --rL�T O GLAZING BEAD 7/16° 04222,6063-TS i .060- - 1,116 —I . 7 T 45 GLAZING BEAD,. 7/16" #9860, 6083•T6 (USED W/ GRILL KIT) .060 1.096 -- _T 42 GLAZING BEAD, 5/16" #4044B, 6063•T6 (USED W/ GRILL KIT) I 60 00 T-1 � 1 1.097 46 GLAZING BEAD, 13/1 #4087,8083 -TS & FRAME ALUM. SINGLE HUNG Beer I I Hal/ 17 a 11 1'-4040-20 molma Inulu tio. 65705 SSIONA\- ��• A. LYwNMILiI k, P.E. FL P.E.# 68705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 C 40.603 46.603 1 52.603 58:603 64.603 1 .000 ANCHOR TYPE: p U Np (C11 V <O� UU p SS U 8 U U j83 p c_r U U � U p t3 N o <� Pte' U NU 0 <,a,� p U N� U <,z,�p p QQ5 V N^ 8 U <Z� 8 p v N v < WNDOW WIDTH GLASS TYPE 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 19.125 H,I,J,K,L 121 1 1112111222122222222222222222222222222232233 if- _1 M 1/ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21212 2 3 2 2 3 3 C,D,E,F,G, 1 1 _1 1 1 1 1 1 1 1 1 1 1 1 1_ 1 1 1 1 24.000 H,1,J,K,L 1 21 1 1 21 2121 2221222222.222r22 _1 _1 _1 22222322222 _1 32223332233 A,B,M 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 3 _ 2 2 2 2 2 3 2 2 2 3 3 3 2 2 _1 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H,kJ,KL 121 222231222231223232223332233343233343344 122'3 AB,M 1 12122223122223122323232223332233343233343344 1 1 1 1 1 1 1 1 1 C,D,E,F,G, 1 1 1 1 1 7 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 221 2222312232322 33232223232323342333343334353344 M 1 1 1 1 1 1 2 1 1 2 1 2 2 112 2 1 2 2 1 2 2 1 2 2 112 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 :2E2 2 3 2T3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 6 3 j44 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 40.000 H,IJ,K,L 2 21 2 2 2 2 3 2 2 2 3 2 3 22 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 6 3 3 3 4 34:r, 3 3 44 A,B,M 2 2212222322232322232323232423333423343633344Is 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 44.000 H,I,J,KL 2222 222322232322332423333433342334363334453445 _2 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 L23 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 6 3 4 4 6 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 3 2 2 3 2 2 48.000 H,I,J,K,L 22222223222334233334233423343533343533454634b5 ABM 2 2422 2 2 22232 2 2 2 2233423 2 2 2 33 2 4423342334353334363345483455 2 j34 2 2 2 2 2 2 3 2 2 _3 _2_ 2 PSF 72 78 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 53.125 H,I,, 2222222322 III 3332334342334343533444H3446463456 _2.1::2r _2 AB,M 2 -2-12 2 2 2 2 2 2 2 2 2 2 2 i 2 3 2 2 3 2 2 3 2 3 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3,4 3 6 3 3 4 4 4 b 3 3 4 6 4 6 3 4 4 b P.a eqx 16ae &_: I ALUM. SINGLE HUNG WI NO}(OCtaB, FL3427L ltis►biv B§t[ar mrraru d: enam mme canon NTS 8 all \ ANCHOR J 1. ANCHOR ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18112° MAX. FROM TOP CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 16° MAX. FROM BOTTOM CORNERS 6° MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. A 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1 °LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF HEAD 2 (DP LIMTED) 198 JAMB ABOVE 2 3 HEAD 2 PRODUCfREMIR aomptYio@ wirh ate JAMB ABOVE 2 3 E" coax MTG. RAIL MTG. RAIL JAMB BELOW ;1� MTG. RAIL Pte' (FULL DP) HEAD 2 VNN M1(4F'''�i JAMB ABOVE 2 3 Jesse Mr G. RAIL �: oy JAMB BELOW MTG. RAIL q VINDOWS ,'p noaka IW, IMPACT `S'S10NP��`�� A. LY�111eAILIilK P.E. doxo ttm 4040.20 D FL P.E.# 68705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE:--_ 20.655 37.155 44.656 62.166 59.866 67.166 74.665 78.000 ANCHOR TYPE. 0 m c%r N L) Z o U Z 11 Z2MOZ V U V O U U UU U ZZMZ U „pP$ o Up OZ� � U U U o O 04 Z`O p p 0 U U U z U WINDOW WIDTH GLASS TYPE 19.125 G,D,E,F,G, H,IAK,L i -1 -11* 1 ITT 2 2 -21'-1- 2 2 2 2 2 1 -212 2 2 2 2 2 2 T2-2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 A,B,M 1 1 1 1 1 1 1 1 1 1 2 2 _1 _ 2j1 1 2 2 _1 2 2 1 2 1 1 2 2 _1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 _1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 2 9 3 2 1 3 2 1 2 2 1 3 2 PSF 79 24.000 C,D,E,F,G, H,IAK,L 1 1 111 1 1 221 1 1 1 22222222222222222232322232322232322232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 A,BM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11111 1 1 1 2 2 1 1 2 2 2 2 2 F21 2 2 2 2 2 2 2 L2 2 2 2 F2 3 2 3 2 2 2 3 F2 3 L2 2 L2 a32: 3 2 2 2 3 2 PSF 68 77 C,D.E.F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 9 1 1 1 1 1 32.000 H,I,J,KL :1111, 9 1 1 1 2 2 2121212 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 ABM 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111171222222232222332233333233332233433243433243 _1 PSF 87 79 C,D,E,F,G, 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,KL 1 1 2 2 2 2 2 2 2 3 2 22 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 24 3 44-3F2=43 ABM J5479 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 11222222232223332233333343333233433243443243 PSF 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 40.000 H.LJ.K L 1 1 1 1 1 11 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 -4T3 3 3 4 3 3 3 3 3 ±L3 4 4 3 3 4 3 -4T4 3 3 -6T3 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11111122222223223333223343334333334344334344 33 33 PSF 49 79 68 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 44,000 1 111 2222 x23322333423 33 44 3343443343443343443354 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 111122222233223334233344334344334344334344334 74 61 74 79 79 48,000 2 1111 2 2 222222332233343333443344443344444354444354 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 A,B M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 1 1 1 1 1 1 212 2 2 -21-2 3 3 2 2 3 3 3 4 3 3 3 3-41-4-3T3 4 4 4 4 -3T3 4 4 4 4 4 3 6 4 4 4 4 3 b F4 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.125 H,1,J,K,L q 11111 222222333333443344443344443344554354554354 A,B M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 2 3 3 2 3 1 7 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 _3 b 4 4 3 Iii b 4 4 3 5 4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -1/4” ELCO S84 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS S" MAX. BELOW MTG. RAIL QSILL - ANCHORS NOT REQUIRED e 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE V LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: HEAD 3 nonucrituv u s'mo�wa JAMB ABOVE 3 3 ae coca o l l•/ I M. RAIL uro JAMB BELOW MTG. RAU �� COAft° JAMB ABOVE L 2 MTG. RAIL JAMB BELOW MTQ RAIL ANCHORAGE SPACING. STANDARD VIEW NOXO M.FLSM �a r0 1% —ALUM. SINGLE HUNG WINDOW IMPACT wtmoaas,Pla Vt+iblyBeuea atnoo NTS 9 - 19 - ,4040 -20 I111If1 y �414N &fl, * �� No 58105 WE w- I: of 1! FLO% . ' . .o' A. LYN(•i Miti�t, P.E. - FL P.F-# 68708 ANCHOR QUANTITIES SUBSTRATE: ABOVE MEETING RAIL HEAD & JAMBS1 CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.126 22.888 28211 33.764 39.298 44.839 31.106 60.382 ANCHOR TYPE. ❑ �Np�BQtv8. 55.926 ANCHOR TYPE. WIDTH TYPE �tN" U U PU�INU�U�$ o U U ggo U N��U�NC�PU�yNC��c�a oU ❑ U U o U U ❑ U NC��U��H�Ci��U oU o U oU o v U U 19.125 D,E F,J, K,L 1 — 1 -1 1 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2- 3 -�•2 2 3 3 23 2 3 3 324.000 1 D,E,F,J, 7 1 1 1 1 1 1 2 1 2 L-21 2 1 2 2 2 2 3 3 2 3 1 3 2 3 3 3 3 3 3 4 32 000 D,E F 4. 1 -1 1 -9 1 1 1 3 2 1 1 2 1 1 1 1 1 1_ 1 1 1 1 1 1 1 1 XL 2 1 2 1 2 2 3 2 3 3 2 2 3 3 3 3 -2 3 4 3 4 -4 3 4 5- 2 S 2 PSF 3 2 3 -3-T-3-T-3- 3 3 79 4 3 4 4 3 4 44.000 68 37.000 D,E,F,J, 1 -1 1 1 2 1 -2 2 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 KIL 1 1 2 2 2 3 1 2 3 3 Y -4 3 3---3--4* 5 3 4 5 3 4 3 4 4 4 6 6 1 4 1 6 PS.F 79 79 79 2 1 2 1 79 2 1 2 1 3 3 1 3 4 3 4 40.000 D,E,F,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 K,L 1 1 1 2 2- 2 3 3 3 4 3 -_ b 4 3 4 4 2 6 4 4 5 5 4- 1 6 PSF 79 1 76 79 77 79 78 79 44.000 D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2_ 2 2 KX 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 6 6 4 S 6 1 4 1 6 PSF 78 1 79 1 70 78 79 79 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 KL 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 b 4 8 5 4 6 8 6 6 PSF 79 79 63 79 79 84 74 88 77 69 Be 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 2 3 4 4 4 6 4 6 6 5 8 1 6 5 7 8 6 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12 776 16.778 18.776 21.776 24.778 27.776 30.778 31.106 ANCHOR TYPE. ❑ �Np�BQtv8. Cl ❑ y -gi4aP ❑ U�gN o 5 $N$ U o °$�Q�'$PH`JNH"S`d�'$PH ❑�ry >4$.• ❑ Q 5K WINDOW WIDTH 19.126 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 1 2 3 2 2 _M2 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 2 3 3 1 3 1 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 1 2 1 2 2 2 3 2 1 3 3 2 3 -3-T-3-T-3- 3 3 4 3 3 4 3 4 4 3 4 44.000 68 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 6 3 A 5 3 4 48.000 89 72 79 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 53.126 73 88 66 72 2_1_ 2 1 2 1 2 1 2 1 2 1 3 3 1 3 4 3 4 4 3 4 6 3 4 5 3 5 5 3 6 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -1W ELCO 884 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING e0 DIMENSIONS: HEAD - 181/2° MAX. FROM CORNERS JAMBS - 171;2" MAX. FROM TOP CORNERS 11 112° MAX. ABOVE THE MEETING RAIL 6° MAX BELOW MTG. RAIL 16° MAX FROM BOTTOM CORNERS SILL • ANCHORS NOT REQUIRED �3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM eQ VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 81W MIN. TO 38° MAX A - TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LIMITED) 142 HEAD "2 JAUSA13OVEI 2 MTG. RAIL FULL DP HEADI 2 JAMB ABOVEI 4 MTG. RAIL Rppuc7 -t`� �Ro ® TABLE 8. KEY: �Yaors. MAX PSF (DP LIMITED) 142 JAMB BELOW 2 I I Ll I t MTG. RAIL FULL DP JAMB BELOW No. 58705 : MTG. RAL t* !o N W A ''•AT OF Zw� 0 . ST .RCOR\0?:•' Cy A. LYNN ft lk, P.E. FL P.E.# 69705 orabuex Nacmo ooRe,,,E ANCHORAGE SPACING, CUSTOM VIEK Po.�x,� �— ALUM. SINGLEHUNG WINDOW, IMPAL NoxoiRFLSaua Visfb(yBatter Ohl= HITS 10 a 11 A-ftm4040 -20 3.36 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 4) aEXTERIOR INTERIOR� % (ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK I ®(SEE NOTE 4)1 i'� . •'.e 1 3/S °. MIN., 1/4° TAPCON •9.3/4° MIN., 1/4" CRETE -FLEX 1/4° MAX. 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 114" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314°. WOOD ANCHOR 2' FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G6) OR (SEE NOTE 2 & 3)® 114° SS4 CRETE -FLEX. 3 FLAT HEAD ANCHORS WHERE REQUIRED MUST HAVE #12 TRIMFIT HEADS IIFTAII R DETAIL C 131° DIA. MIN. x 21/2" NAIL, AT CORNERS AND 6" O.C. L WITH SOLID CONCRETE NOTE 4% LOl1LllLL1111 1/4" MAX. SHIM DETAIL F, (HEAD) CHANGES 7W CREW WITH FULL ENOAOENIENT INTO THE ALUMI UM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.6.4 (SUPPLEMENT 2006). WOODANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2 & 3) L 2x WOOD BUCK (SEE NOTE 4)® DETAIL D 1/4° MAX �- SHIM I FRAME INTERIOR (ALL JAMB DETAILS) EXTERIOR lu 131" DIA. IV x 21/2" N/ AT CORNS AND 5"C L L .131" DIA. MIN. x 21/2° NAIL, AT CORNERS AND W O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE '0 TECHIJ UM DRIVE NOWM19, 834276 ro.egx+e� N0i.i 3, M' &}274 DETAIL G, (SILL) ANCHORAGE DETAILS 0. ALUM. SINGLE HUNG G ids &,u~ I=. I NTS 111 -11 awing ftmodds FRAME Utiti Ic No. 56705 7/ IMPACT -'Ii ONA! 01% Ift wo A. L1fW MILlt�k P.E. 4040 -20 0 FL P.E.# 68706 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE v TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" Q F=-8" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1/4° MAX. SHIM 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 76 AND A MINIMUM bF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 1/4° MAX 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 SHIM METALS N DETAIL C 131° DIA. MIN. x 21/2" NAIL, AT CORNERS AND 6" O.C. L WITH SOLID CONCRETE NOTE 4% LOl1LllLL1111 1/4" MAX. SHIM DETAIL F, (HEAD) CHANGES 7W CREW WITH FULL ENOAOENIENT INTO THE ALUMI UM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.6.4 (SUPPLEMENT 2006). WOODANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2 & 3) L 2x WOOD BUCK (SEE NOTE 4)® DETAIL D 1/4° MAX �- SHIM I FRAME INTERIOR (ALL JAMB DETAILS) EXTERIOR lu 131" DIA. IV x 21/2" N/ AT CORNS AND 5"C L L .131" DIA. MIN. x 21/2° NAIL, AT CORNERS AND W O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE '0 TECHIJ UM DRIVE NOWM19, 834276 ro.egx+e� N0i.i 3, M' &}274 DETAIL G, (SILL) ANCHORAGE DETAILS 0. ALUM. SINGLE HUNG G ids &,u~ I=. I NTS 111 -11 awing ftmodds FRAME Utiti Ic No. 56705 7/ IMPACT -'Ii ONA! 01% Ift wo A. L1fW MILlt�k P.E. 4040 -20 0 FL P.E.# 68706 v 1 1/4• MIN.. 13!8° MIN. 1/4° MAX. SHIM - 1/4° MAX SHIM CONCRETE ANCHOR, FH BELOW MEETING ,.° RAIL. (SEE NOTE 1 & 3) e\ • :° 335 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU DETAIL C 131° DIA. MIN. x 21/2" NAIL, AT CORNERS AND 6" O.C. L WITH SOLID CONCRETE NOTE 4% LOl1LllLL1111 1/4" MAX. SHIM DETAIL F, (HEAD) CHANGES 7W CREW WITH FULL ENOAOENIENT INTO THE ALUMI UM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.6.4 (SUPPLEMENT 2006). WOODANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2 & 3) L 2x WOOD BUCK (SEE NOTE 4)® DETAIL D 1/4° MAX �- SHIM I FRAME INTERIOR (ALL JAMB DETAILS) EXTERIOR lu 131" DIA. IV x 21/2" N/ AT CORNS AND 5"C L L .131" DIA. MIN. x 21/2° NAIL, AT CORNERS AND W O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE '0 TECHIJ UM DRIVE NOWM19, 834276 ro.egx+e� N0i.i 3, M' &}274 DETAIL G, (SILL) ANCHORAGE DETAILS 0. ALUM. SINGLE HUNG G ids &,u~ I=. I NTS 111 -11 awing ftmodds FRAME Utiti Ic No. 56705 7/ IMPACT -'Ii ONA! 01% Ift wo A. L1fW MILlt�k P.E. 4040 -20 0 FL P.E.# 68706 MI ®ODE MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26th Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 --2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov/pera/ PGT Industries, Inc. — 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA —Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved ' , as een 1 with the Florida Building Code, includin igh Velocity Hurricane Zone. DESC ION: Series "ER- -710" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL OCUMENT: Drawing No. 41 7 -1 , ti ` A um. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Pradu of Acceptance number and Expiration date by th amt Dade County Product Control Section. MISSILE IMP CT RATING: Large and Small Missile Impact Resistant. LABELING: Eac e s name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user' by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11- 0630.02 and consists of this page 1, evidence pages E -1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. t rI1 anua courrrtrYI�n NOA No. 11-1114.04 �J 2 g E4: ation Date: December 21, 20 Approval Date: February 16 2012 Pp i'3' Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. _ (Submitted under NOA Is No.'s 07- 0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07- 0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202 -94 and per ASTM F 842-04 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and-per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC -2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) E -2 Jaime D. Gaston, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL --4858 and FT"859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 114630.02, issued to PGT Industries, Inc. for their Series "HR- -710 Aluminum Horizontal Roller Window — L.M.I. ", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 2016 Approval Date: February 16, 2012 E -3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. G �,,BE E DETAILSON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU 6/6° LISTING OF (2) LITES OF 118° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER B. 618° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLA33 WITH A .090 DUPONT BUTACTE OR SAFLEXMEEP3AFE MAXIMUM PVB INTERLAYER. C. SMS' LAM[ CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18° LAW CONSISTING OF (2) LITES OF 3/18° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LITE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F. 7/18' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. GENERAL NOTES........ »...1 GLAZING DETAILS............ 2 G. 13/16" LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 6f16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A DESIGN PRESSURES...».. 3 .080 DUPONT BUTACITE OR SAFFl EXKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ... . ........ ».».» 4 VERT. SECTIONS ............. 5 H. 13/18" LAM[ IG: (1) LITE OF 1/8' OR 3/18° ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 61181 LAMI CONSISTING OF (1) LITE OF IN ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS.......- 5 OF 1/8" HEAT STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. PARTS UST...... ..............» 6 EXTRUSIONS ..... » .... . ..... . 7 1.13/18" LAMI IG: (1) LITE OF 118' OR 3/18" ANNEALED (MIN.) GLASS, 6(16° OR 3/8" AIR SPACE AND 6/16' LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS CORNER DETAIL ........ ».... 6 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE .» ...............» B-11 J. 13116" LAMI IG: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.).GLASS, 3/16" OR 1/4" AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVS INTERLAYER. K. 13/13" LAMI IG: (1) LITE OF 1/8' OR 3M8' ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN •090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PV13 INTERLAYER, L.13f16° LAMI IG: (1) LITE OF 118° OR 3M8" ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 7/18° LAMI CONSISTING OF (2) UTES OF 3MS' HEAT STRENGTHENED GLASS NTH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: O XO, XOX 3. DESIGN PRESSURES: (SEE LES, 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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT Rms8D as oompl9tns WI01 But No7Wa 5. SHUTTERS ARE NOT REQUIRED. Hu0dlog0wo p, ,. Accgg—No 6. FRAME AND PANEL CORNERS SEALED WffH NARROW JOINT SEALANT OR GASKET. B 7. REFERENCES: TEST REPORTS FTL4W% PTL48M AND FTL -6330. CO O ELCO TEXTRON NOA: 04- 0721.01, 03.0226.05 ANSI /AF&PA NDS -2006 FOR WOOD CONSTRUCTION I l 1 111 ADM -2005 ALUMINUM DESIGN MANUAL N.I 1.YNN.M /� 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY v HURRICANE ZONE (HVHZ} k - D = k ; No. 68705 8. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. o = -o '. J L 10/17/11 B FBC2010CDDEC}LWOE O F '•. ST T OF �' 1070 TECHNOLOGY DRIVE GENERAL NOTES "',O.a'••. FtoR +oP'G��.` JJi, 8/20/1! D ADDED/GCAPToBETB4IPERED +3oF7NOTE NOKOMIS.FL3427a ima ��s ••......• ��``� FJC' 4118707 C ADDFrL -M TO NOTES7�CH&NOTEB70CURMWEW. P.o.eQxle2e — �L�N1 HOR/ZONT�ALROLLER�NDOW IMPACT ��S�ONAL��r` OJC etle: oam NOKOMI8, FL34274 j/(p(b,(y Better IfR77U NTS 1 a 11 4'27'0 E ALYNN P.E. FJG ?!28/08 J J 8/29/08 112' NOM. 1l2° NOM <�] EXTERIOR INTERIOR GLASS BITE 55 GLASS BITE (ALL SECTIONS) 60,61,62 51 63.64.85 EAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT ST RENGTHENED GLASS PONT PVB INTERLAYER 080 SOLUTIA OR DUPONT PVB INTERLAYER T STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED :ZEE47 7/16" LAMINATED GLASS &-j. 1/2° NOM. GLASS BITE / 66,67,68,69,70,71 L �`� � 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 6/18" LAMINATED 5118° OR 318° AIRSPACE 1/8" OR 3118° ANNEALED OR TEMPERED GLASS Q — 13/16" NOM. 13/16" LAMI IG GLASS W/ 6/16" LAMI 112° NOM GLASS BITE f 72,73,74,75,76,77 v 3118" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3116° ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 3/16° OR 1/4" AIR SPACE 1/8" or 3116" ANNEALED OR TEMPERED GLASS Q 13/16° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. NOKOMIS, FL 34276 P.O. SQX 1628 NOKOA68, FL 34274 ILUM. HORIZONTAL ROLLER WINDOW I Drm"t6x arm 7mlm 8d"n Wulf 2 a 11 4127.10 PRODUCTRRYISED as comril sy lUtoFlorida tmi-aw- VNN No ( Da[o �I 41, " - "/i k No. 58705 W six /IO��NA1`L,�•�• A. LYNNIG" PA P.E.® 88705 XOX (1/4,112,1/4) FLANGE WINDOW WIDTH GLASS TYPE 26" 84" A,B,G,H +60.0 96" A,B,G,H +60.0 106 318" A,B,G,H +60.0 108" A,B,G,H +60.0 111" A ,G,H +60.0 UP TO 111" C,I UP T0111. D,E,F, J K,L XOX (113,113,113) FLANGE WINDOW WIDTH GLASS TYPE 9 86 7116" AB'C' G,H,I 7/16" D,E,F, J,K,L OX AND XO FLANGE OR Ih WINDOW WI GLASS TYPE 26" 80!,,/_ G,H +76.0 66" A,B,G,H +75.0 72" A,B,G,H +75.0 74" 14PG.H +75.0 UP TO 74" ,D,E,F, I,J,K, L A. 5/16" LAMI - (118" A, .090,1/8" A B. 516' LA - 90,118" h C. 5/16" LAMI - (1/8" HS, .090,118" D. 7/16" LAMI - (3/16" A_090, 311E E. 7116" LAW - (3/16° A_090, 311E F. 7116° LAMI - (3/16" HS, .090, 3/1 R-dB,� J-L c es NW;1/11 xe xwm E NOWANWTM JA B/20/f N I imdumu D AQDED /O CAP TC F.K 18046W C ADD /NTEQRAL F mn Fie FJC amm 2/i8/0B J.J. omm 3/29/08 27 3/8" MAX. DLO —►I 64 6/18° MAX. DLO FIXED VENT I x 0 x I 1 E I --111° MAX. WI LANGE FRAME DETAIL B - XOX (114- 1/2 -1/4) 33 8/18" MAX. 33 8/18° MAX. DLO FIXED DLO VENT 67 318" MAX. DLO ALL FIXED LITES 0 C � I� 7H IzF. E 74" H FLANGE FRAME — DETAIL A - OX OR XO 83" MAX. FLANGE p FRAME ALL CONFIG. 68 MAX. DLO ALL VENTS MflX I I.F. FRAME ALL CONFIG. DL 27 27 MAX. DL DLO �— MAX. DLO VENT I FIXED D D j �j j r 86 7/18° MAX. WIDTH I.F. 86 7/18° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. WANT OR GASKET HEAD AND SILL — 15 I.F. FRAME PRODUCTRRW DD os o gybg whh dw mdb Duitding Cade NO �." mww P C 1 13 FLANGE FRAME LYNN `` 4�' • �GENSF' ;� 'ii VIEW D -D !r (FRAME CORNER CONSTRUCTION) * No. 58705 CtsTa1 a4- vrECrwoiaar ELEVAT/ON3 %��(` '•.. FLOR50P•' G .` No P.O. B = e ALUM. HOR/2'ONTAL ROLLER WINDOW IMPACT '�ss1 /ION' ALi4 `�• 140KOMM FL 3W4 9;7 ad moa�a evw Bhm mwsee E A l�nm'11 P.E. NRNO NTS 4 a 11 4127 -10 MAX HEIGHT FLANGE FRAME MAX SECTION C-C (VERTICAL SECTION, FLANGE FRAM INTERIOR --"i {--- MAX. FIXED DLO —► � I+ – MAX. WIDTH (FLANGE FRAME) 18 SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) iY� MAX. FIXED DLO --4 t ---' MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. FRAME) P.O. BQX 1628 NOKOM9, FL 34274 HEAD (VERTICAL SECTION, I.F. FRAME) ALUM. HORIZONTAL ROLLER WINDOW IMPACT Half 5 a 11 4127 -10 E MAX. VENT DLO uErrq \`\ \•ONE( 4Y NN lei /� �� /i * ' NO. 68706 a Q ,w, ST OF ii 't\ •. PLOR10P•'• .G \` A. LvNni �ILiER, RE P.E.@ 68786 MArL PGT# 1TEI11 DWGqIRLIVI DESCRIPTION 6063 -TEAL 612237' 66 GLASS 13118"IAMIIG•1 /8"A 3 /8"AIRSPA 5/16° 6063 -T5 AL 612244 67 ° 13116° LAMI I0-I /8 °A (MW. 3!8° AIR SPA 5116° 77 7834AA 68 1 13/16° JAMI10.1 /8°A (MINA 3/8° AIR SPACE, 5116° 6063 -TS AL TRAMEJAMB 69 612225 13/16° LAMI 10.3 /16 "A (MIN), 5116° AIR SPAM 511 6063 -T6 AL 64136 70 ° 13/16° IAMI IG- 3/16 °A (MIN. 5/16° AIR SPACE, 511 6063 -T6 AL 64137 71 ° 13/16° LAMI IG•3116 °A (MIN. 5/16° AIRSPACE, 51 1 TRACK 6063 -T6 AL 64131 72 1 74134W/K 113116" LAMI 10.1/8"A MIN. 1/4° AIR SPACE, 7/16° DLECOVER POLYPROP. 71298 73 1 ° 13116"IAMI10.118"A IN. 1 /4 ° AIR SPAC 7116° VEOPEN CELL FOAM PAD 77 7PAD1626 74 1 " I]Yl& IAMI IG•l /8°A IN. l /4° AIRSPACE; 7/16" TRAMEJAMB 6063 -T6 AL 612225 75 1014 IBULB 13/16' LAMI IG•3 /16 "A OM.1 3/16 ° AIR SPACE, 7/1 14 4134 1 IGASKEr FORMAIN FRAME SILL JOINT 33 74134W/K 76 WST11.,.170 X.270 BACK, rIN SEAL ljxjw LAMI IG-3 /16 A IN. , 3 /lb AIR 15 1 155 SWEEP LATCH #8 X 1.000 UAD PN. SMS 1016 781P QA 77 37 13/16° LAMI 10.3/16°A IN. 3/16° AIR 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 641100 39 1014 IBULB SCRffiV FRAME (HOE &)W 17 4054 B FIXEDMEEMORAIL 6063RD T6 AL 64054A 91 1630 42 SCREEN CORNERKEYW/RINGS 19 4066 43 WSTP.,.187 X 230 FIN SEAL FIN 640660 92 1631 SCREEN CORNERKEYW /OUT RIN( 21 22 4105 1683 SASH TOP & BOTTOM RAIL WSTP 250 X 270 BA FIN SEA 6063 -T5 AL 612240 93 1073 53 SCREW SPRING 94 1 1624 54 SCREEN SPLINE -,135 DIA. FOAM 1- 61683G 95 1 1635 SCRIM SPLINE -335 DIA. HARD 23 225 -1 ROLLERHOUSING &GUIDE 42112HD 96 SCREEN 24 226 BRASS ROLLER WHEELS BRASS 7BRWHl2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE I POLYPROP 44128N 32 4006 D SASHMEETINGRAIL 33 1235 #4940. 6083 T6 WST11.,.170 X.270 BACK, rIN SEAL 35 1096 TA " ,c` •• PcoRroP ,: .� SWEEP LATCH 36 1016 48 X.625 PH. FL. SMS 37 4126 � SASH SIDE RAIL 38 1683 4127- 10 WSTP.,250 X.270 BACK, FIN SEAL 39 7070 IBULB WEATHERSTRIP.187X275 40 lUFrRAILCOVERCAP 41 4139 I.F. FRAMEHEAD 42 4140 LF. FRAME SILL 43 4141 I.F.FRAMEJAMB 50 GLAZING SILICONE, DOW 899,995 OR 51 1224 VINYL GLAZING BEAD BULB CK .52 1225 VINYL. GIAZINGBEAD BULB 53 4039 B IGLAZING BEAD -5/16° 54 4044 B GLAZWOBEAD -5/16° WROWU KIT 55 4222 A GLAZING BEAD -7/16" 56 985 C GLAZING BEAD -7/16" W /GRRLKIT 59 4067 GLAZINGBBAD- 13/16" 60 GLASS 5/16" LAMI I/8" A .090 M 1/8" A 61 n 5/16" IAMI 1/8" A_090 PVB 1/8" HS 62 " 5116" LAMI 1/8" HS, .090 PVA I /8° HS 63 " 7/16" LAMI 3/16" A,.090 PVB, 3/16" A) 64 7/16° LAM[ 3/16" A..090 PVB. 3/16" HS 65 " 7/16" LAM] (3116" HS, .090 PVB. 3/16" HS) 163HS -T6 AL 64006 2.710 67S16G DIB -CAST 71096 7858 6063 -T5 AL 64126 61693G 2'824 6063 -TEAL 6063 -T6 AL AL 64039B AL E64222 AL AL 6985 ro TECHNOLOGY MUM NOKOMIS, FL 34278 P.O. GQX 1828 M . NOKOFL 342'74 .082 qq I.F. FRAME HEAD #4139,6=46 2.784 .082 3.152 062 1.886 43 I.F. FRAME JAMB 90PVB,1 /8"A) 190 PVB, 1/8-H .090 PVB, I/V .090 PVB,1 /8° '.090m I S_090 PVB, I/ .090 PVB, 3116° .090 PVB. 3/160 5 N� #4141, 6083 T6 ��NV LYNN M /(��i '��•'••\-ENS •'•�F ��i �* i 2.710 No. 6870 42 I.F. FRAME SILL = #4940. 6083 T6 Luz: r(l0r PARTS LIST TA " ,c` •• PcoRroP ,: .� ALUM. HORIZONTAL ROLLER WINDOW IMPACT NA1- 1��C a �n�P P.E. � tm7to B � 11 4127- 10 E P.E.B same 062 1. 73 [Mjr� 1 73 L.710---� O FLANGE FRAME HEAD #4102A,6063 -T8 1 —+ —.062 .400 OSASH STOP #4025,8083 -TB .062 1+1.340.4 1.'(22 LLL � -- 2.710 —ry O FLANGE FRAME SILL #4136,6063-TB .061 .437 T- .481 O HORIZ. ROLLER TRACK #4131,6063 -T6 2J 70 .062 a d 7 ^►1 1.081 Imo- 21 SASH TOP & BOTTOM RAIL 82 SASH MTG. RAIL #4133,6083•T6 #4008D,6083HS -T8 �1 .060 .,a O GLAZING BEA�, 5/18" #40448, 608 3-T6 (USED W/ GRILL WT) L I 1.086 T 56 GLAZING BEAD 7/16" #4222A,6063•T8 •--�{ 1.187 r-- 0 3.(9 0 O FRAME SILL ADAPTER #4137,6083-T6 1. F87— IN 62 J11��1.403- 17 FIXED MEETING RAIL #406413,6083HD -T6 -7 LVI17--i 2 1 .082 II .291•►•I 37 SASH SIDE RAIL #4126.6063-T5 .050 —� 1.116 56 GLAZING BEAD, 7/16" #8850,6003•T6 (USED W/ GRILL KIT) 1 .040 .7� 1�1.443-- O SASH STOP COVER #4053,6063 -T6 I� —2.784 1.383 1 0g2—► 13 FLANGE FRAME JAMB #4002A, 6063 -T8 .876 1.088 5G 6118" #4039B, 6063-T5 i 060 Tf °'T 1,087 59 GLAZING BEAD, 13/16" #4067,0083-T5 'O TECHNOLOGY DRra ✓� r • vwvi�,.� NOKOMM. FL 3M P.O. BgK laze •— ALUM. HORIZONTAL ROLLER WINDOW, l NOKOMM. FL 34Y(4 Vk(& Better � O H8H '7 a 11 "4127- -10 PRODUCT RIMMD as oowplying witb di" Florida MOM CO& =1!o�p ,,ttltllll(� LYNN *' No. 58705 � 0 '• STA O A. LYNN rd�.ER P.E P.E.+383706 ANCHOR QUANTITIES, XOX (1/4- 112 -1/4) GLASS TYP WWDOWS ,C,G,H,I GLASS TYPES D,E,F,J,K TAgLE L 4 N ANCHOR TYPE & SUBSTRATE ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 - 114" ELCO SSA CRETE -FLEX 3 - #12 STEEL SCREWS (GS) 51 8 LAMI - 116° A „090,1/8° FOR INSTALLATION IN THE ETHTHEDP BOVE 30 FT. GLASS TYPES G- L SVE A B. 6 LAMI - (178 ?� X78 HS) TEMPERED LG. GLASS CAP. B AND 2 C. 6118 LAMI - (1/8' HS,.00 , 3/16 HS) D. 7118° LAMI - (3/18" A .090, 3h 8° A) ANCHOR QUANTITY REMAIN UNCHANGED. 3 E. 7/18° LAMI - (3/16° A,.090, 3/16" HS) 2.3, WOOD $ CONC 1, CONIC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZO ES ZONES NE ZONES WINDOW SIZE H 63.125x 38.376 48.000 HEAD & SILL 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 HEAD & SILL 2 1 +C2 +1 +C2+1 3 1+C2+1+C2+1 HEAD & ILL 2 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 m HEAD & SILL 2 1 +C2 +1+C2+1 3 1 +C2+1 +C2 +1 m HEAD & SILL 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 °° HEAD & SILL 2 1 +C2+1 +C1 +1 3 1 +C2+1+C2 +1 60.826 54.00D 60.000 63.000 1 +(2 +1 +(2 +,1 1 +C2+1 +(� +1 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 1 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2t1 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+C1 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 F. 7118° LAMI - (3/1(" HS,.080, 3116° HS) G.13/16° LAMI IG -118' OR 3116"A (MIN.), 6/18" OR 318" SPACE, 6116° LAMI - (118" &.090,1/8" A) 3 H.13/1 W LAMI IG -1/8" OR 3/18° A (MIN.), 6/18° OR 3/8" SPACE, 6116" LAND - (1/8' A,.o90,1/8° HS) 3 I. 13116° LAMI IG -1/8° OR 3118° A (MIN.), 6118° OR 318° SPACE, 6116° LAMI - (118° HS,.090,118° HS) J. 13116' LAM[ IG -1/8' OR 3116° A (MIN.), 3/16° OR 114" SPACE, 7116° LAMI - (3/16" A,.090, 311W A) 3 K. 13M6' LAM[ IG -118° OR 3118° A (MIN.), 3116" OR 114" SPACE, 7118° LAMI - (3116" A,080. 311(° HS) 2 L. 13/16° LAMI IG -1/8" OR 3H6° A (MIN.), 3/18° OR 114° SPACE, 7/18" LAMI - (3116° HSAW. 3118" HS) 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 +p +1+03+1 80.000 x 38,378 1 +C2+1 +C2 +1 2 1 +02+1 +C2+1 2 1 +C2+1+C2+1 2 1 +C2 +1+C2 +1 2 1+02+1 +C2 +1 2 1 +C2+2+C2 +1 48.000 1 +C2+1 +C1 +1 3 1+12+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2•+1 +C2 +1 3 1 +C2+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.026 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 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+2 +C2+1 54.000 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 1 +C2 +1 +C2 +1 3 1 +C2+2+C2 +1 3 HEAD & SILL:- 10112° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 63.000 1 +C2 +1 +C2 +1 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 1+C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1+p+2+p +1 3 1 +p+2+p+1 3 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22112° MAX. O.C. 3 TABLE KEY: 2 X 0 A 74.000x38.378 1 +C2 +2 +C2+1 2 1 +C2 +1 +C2+1 2 1 +C2+2+C2 +1 21 +C2 +2 +C2+1 2 1 +C2+2+C2+1 2 1 +C2+2+p+1 48.000 3 1+7!��'(3) OR QUANTITY PER JAMB 1 +C2 +2+C2+1 3 1 +C2 +1 +C2+1 3 1 +(2 +2+C2 +1 311+C2+2+02+1 3 1 +C2 +2 +(2+1 3 1+C2+2 +(2+1 60.828 1+(2 +2 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +2+C2 +1 3 1+(2 +2+12 +1 3 1+(2 +2 +C2 +1 3 1 +C2 +2 +C2+1 3 ANCHOR QUANTITY. 54.000 1 +C2 +2 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +2 +C2+1 3 1+C2 +2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2+C3+1 3 ANCHORS CENTERED 60-000 63.000 1 +02 +2 +C2+1 1+C2 +2+C2 +1 3 1 +C2 +1 +(2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+2+C2 +1 3 1 +p +2 +C3+1 3 1 +C2 +2 +(2+1 3 1 +C3+2 +C3+1 3 1 +t2+2 +C2 +1 3 1 +C2+2 +C2+1 3 1 +p +2 +C3+1 3 1 +p +2 +C3+1 AT EACH MEETING RAIL PLUS (1) 3 ANCHOR AT EACH OPERABLE VENT 3 PLUS (4) ANCHORS AT FIXED SECTION. 2 (12) ANCHORS TOTAL AT HEAD AND SILL 84.000x38.378 1+(2 +2 +(2 +1 2 1 +(2 +2+12+1 2 1 +C2 +2 +CZ+1 2 1 +C2+2 +C2+1 2 1 +C2+2+C2+1 2 1 +C2+3 +C2+1 48.000 1 +C2+2 +C2 +1 3 1 +C2+2+C2+1 3 1 +C2+2+C2+1 3 1 +C2+2 +C2+1 3 1 +C2+2+C2+1 3 1 +p +3+p+1 3 (3' MIN. O.C. ANCHOR SPACING) so.828 1 +C2+2+C2+1 3 1 +C2 +2+C2 +1 3 1 +C2 +2 +C2+1 3 1+C2 +2 +C2 +1 3 1 +C2 +2+(2+1 3 1 +p +3 +C3+1 3 54.000 80.000 83.000 3 263/4 "max -- 1 � ---3" MIN. 3 3 8" X O X 1 +C2+2+C2 +1 1 +C2 +2+C2+1 1+C2 +2+C2+1 3 1 +C2 +2+C2+1 3 1 +(2+2+(2+1 3 1 +C2 +2+(2+1 3 1 +C2+2 +C2 +1 3 1+p +2 +p +1 3 1 +p +2+p+1 3 1+C2+2+C2 +1 3 1+p+2 +C3+1 3 1 +p +2 +C3+1 3 1 +C2+2 +C2+1 3 1 +C2+2+C2+1 g 1 +(2+2+C2+1 3 1 +C4+3+C4 +1 3 1+C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 106.376 x 38.376 48.000 50.826 84.000 60.000 1 +C2+2+C2+1 2 1 1 +C2 +2+C2+1 2 1 +C2 +3 +(2 +1 2 1 +C2 +3+C2+1 2 1 1 +C2+3+C2+1 2 1 +C2+4+C2 +1 2 1I PRODUC.I. tdMSM 3 MTG. RAIL-, TYP. m CO1"Nyl"gwith dw IIWlding Code 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS rto •! (' 3 (SHOWN IN TABLE KEY ABOVE) 3 DabP ad 1 +C2 +3+C2+1 3 1 +C2+2+C2+1 3 1 +C3 +3 +p +1 3 1 +C3 +3+C3+1 3 1 +C2 +3+C2+1 3 1 +C3+4+p+1 1 +C2+3+C2+1 3 1 +C2.+2 +C2+1 3 1+Cm +C3+1 3 1 +p +3 +C3+1 3 1 +03+3 +C3+1 3 1 +C3+4+p +1 1 +p+3+C3+1 3 1 +C2+2+C2+1 3 1 +p +3+p+1 3 1+p +3 +p +1 3 1+p +3 +p +1 3 1 +C4 +4+C4 +1 1+C3+3+G3+1 3 1 +C2+2+02+1 3 1 +C4 +3 +04 +1 3 1+C4 +3+04 +1 4 1 +p+3+p +1 3 1 +C4 +4+04 +1 63.000 1+C3+3+C3+1 3 1+C2 +2 +(2+1 3 1 +C4 +3 +04 +1 3 1 +C4 +3+C4 +1 4 1 +C4 +3 +C4+1 3 1 +p+4 +C6+1 3 26 314° MAX. 2 11/2'TYP. I+-3" MIN. tllllll! 3 9" I �� ONY LYNN 3 X O X •CENSF' �4Fp 111.000x .376 48.000 80.826 1 +C2 +3+C2+1 2 1+02 +2+02+1 2 1 +C2+3 +C2+1 21 +C2 +3 +f2+1 3 1 +(2+3 +C2+1 2 1 +C2 +4 +C2+1 1+C2 +3+C2+1 1 +C2+3+C2+1 3 1+C2 +2H2 +1 3 1 +C2+2 +C2+1 3 1 +p+3+p +1 3 1 +p+3+C3+1 3 1 +CS+3+Ci +1 3 1 +p+3+p+1 3 1 +C2+3+C2+1 3 1 +C3 +3+C3 +1 3 1 +p +4 +p +1 3 1 +p+4 +C3 +1 1 +C3 +3 +p +1 3 1 +(2+2 +C2 +1 3 l+C3+3+C3+1 3 1 +C3 +3+p+1 3 1 +p+3 +p +1 3 54.000 80.00p 83.000 *' No. 60705 3 MTO. RAIL TYP. 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 0ai %�O .a 8TTOVI -Z ANCHORAGE SPACING XOX i/4- 9/2 -7/4 ;'�F'' • �CORIDP.••' -ALUM. HORIZONTAL ROLLER WINDOW IMPACT ��''r, 70NAL , it,Ill Itttt awtaeMm,t aaYO mstro nn" A. LYNN M09 PA HR710 NITS 8 11 4127 -10 ;E P.e.SeeTOe 1+p+3 +C3+1 3 1+C2+2 +C2+1 3 1 1+C4 +3+04 +1 4 1 +p +3 +p +1 3 1 +Cq +4 +C4 +1 +p +3 +p +1 3 1 +C2 +2 +C2+1 1 +C4 +3 +C4 +1 3 +C4 +3+C4 +1 411+04+3+C4+1 3 1 +Cg+4 +p+1 JJe� 1tW7111 E Ara CHANGE 7108HEET ,olo TECHNOLOGY owve NOKOWS.FL34: P.o.aQxlm NOKOidIS• FL 30274 ,.A_�� JR 6/BOH1 D ADD ®1G CAP70BE7EMPERm +90FTN07B FJL 4/18/07 O UPDATErMLE4, 8ELECTVALUESDUE70ANCHORCAP.AD.L D� FJG nam 1128108 JJ mmr 3P13/OB VLtfb(y Better ANaHUK QUANTITIES XOX 113.1/3 -1/3 WINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 1. ANCHOR TYPES: 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONIC 1, GONG & SUBSTRATE 1 -1/4' ELCO TAPCONS 2 - 114° ELOO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) 2.GLASS TYPES: A 5116° LAMI - (1/8" AA90,1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 A. B. 8118° LAMI - (1/8' A,.090,1/8' HS) FT, GLASS TYPES G - L SHALL HAVE A 21 C. 8/16° LAMI - (118° HS,.090,1/8' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W ° HEAD & SILL HEADS SILL HEAD & SILL HEAD & SILL HEAD & SILL m HEAD & SILL 48.000 x 35.376 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 48.000 60.625 54.000 80.000 63.000 1 +C2 +1 +C2+1 3 1 +C2+1+C2 +1 3 1 +C2+1 +02+1 3 1+C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 31 D. 711W LAN - (3/16° A,.090. 3/1B° A) ANCHOR QUANTITY REMAIN UNCHANGED. 3 E. 7/18° LAMI - (3110°.0,.090, 3/10° HS) F. 7/16° LAMI - (3110- HS,.080, 3116° HS) 3 0.13116° LAMI IG -118° OR 3118" A (MIN.), 6116' OR 3/8' SPACE, 5110° LAMI - (118° A„090,1/8' A) 3 H.13/16" LAMI IG- 118" OR 3/10° A (MIN.1 6116' OR 3Ar SPACE, 5118° LAMI - (118° A,.0W,1/8" HS) 3 1. 13110° LAM] IG - 118° OR 3/18" A (MIN.), 6110' OR 318' SPACE, 6110" LAMI - (118° HS,.090, 1/8' HS) 2 J. 13116° LAMI IG -1/8" OR 3110° A (MIN.), 3116" OR 114° SPACE, 7/16° LAN : (3/16`&.080. 311 Er A) K. 1311W LAMI IG -118" OR 3118° A (MIN.), 311W OR 1/4' SPACE, 7/16' LAMI - (3118° A,.09% 311(° HS) 3 L. 13118° LAMI IG -1/6° OR 3M6' A (MIN.), 3116' OR 114° SPACE, 7/18' LAN - (3110° HS,.090, 3116° HS) 1 +C2+1 +C2+1 1 +C2 +1+C2+1 1 +C2 +1 +02 +1 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 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 1+C2 +1 +C2+1 3 1+C2 +1+C2 +1 3 1 +C2 +1 +p +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 53.125 x 38.375 48.000 1 +C2 +1 +C2+1 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2+1 3 1 +d2+1 +C2+1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1+02+1+02 +1 3 1 +C2 +1 +C2 +1 50.025 54.000 60.060 1 +C2 +1 +C2+1 1 +C2 +1+02 +1 3 i +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02+1 +C2 +1 3 1 +C2 +1 +p +1 3 1+C2 +1 +C2 +1 9 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2 +1 3 1 +C2+1 +C2+1 S 1 +C2+1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 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 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 63.600 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 +03+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 2 25 3/4° MAX. FROM CORNERS JAMBS: W MAX. FROM CORNERS AND 22112' MAX. O.C. 3 TABLE KEY• 3 N O X 60.00Dx 38.375 40.000 50.826 1 +C2 +1 +02 +1 1+C2 +1+C2 +1 1 +C2+1 +C2+1 2 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 2 1 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 2 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1+C2 +1'3 2 1 +C2+1 +C2 +1 3 1+C2 +1 +C2 +1 1+C2 +1+02+1 54.000 60.WD 1 +C2+1 +C2 +1 1+62 +1 +C2+1 3 1 +C2 +1 +02 +1 3 1 +02+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+02+1 3 1+C2 +1+C2+1 3 1+C2+1+C2 +1 3 1 +p +1 +p +1 3 1 +03+1 +03+1 3 1+03+1+03+1 3 -ANCHOR QUANTITY PER JAMB 3 83.000 1 +C2 +1 ±C2+1 3 1+C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 31 1 +C3+1 +p +1 3 1 +032 +1 +C2+1 3 1 +C3+1 +p +1 3 HEAD AND SILL ANCHOR QUANTITIES 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 3 ANCHOR AT EACH OPERABLE VENT 3 PLUS (1) ANCHORS AT FD(ED SECTION. 66.600 x 38.376 48.000 60.628 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 3 1 1+02 +1 +C2 +1 3 1 +C2 +1 +C2+1 2 1 +C2 +1+C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 2 1 1 +C2 +1 +7+1 3 1 +02 +1+02 +1 3 1 +p +1+03 +1 84.000 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+03 +1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 63.000 3 (3- MIN. O.C. ANCHOR SPACING) 3 2 25 314° MAX, 3 3 9° REF. 3 T X O X 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1+C3+1 3 1+C2 +1 +C2+1 3 1 +C3+1 +C3+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+03 +1 +03+1 3 1 +C3+1+C3 +1 3 1 +C2+1+C2 +1 3 1+03+1 +C3+1 74.000 x 38.376 48.000 80.628 54.000 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +(2+1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 2 1 +C2+1+C2 +1 3 1 +p +1 +p +1 3 1 +C3+1+C3 +1 3 1 +p +1 +03+1 60.000 3 !I 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +p +1 3 1 +p +1 +C3+1 3 1 +C2+1 +C2 +1 3 1 +C3+1 +03+1 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +p +1 +03+1 3 1+03 +1 +03+1 3 1 +C2+1+C2 +1 3 1 +C3+1 +C3+1 3 PRODUCI'RIM3® w mmplyb* vvn Dw Flodda TYP RAIL. . 2 MTG. HulldiugCOdo 3 APLE CLUSTER W1 QTY. OF (3) ANCHORS 84.000x 38,376 48.060 1 +C2 +1 +02+1 1 +C2+1+M +1 2 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +(� +1 3 1 +C2 +1 +C2 +1 2 1+02 +1 +C2 +1 3 i +p +1 +C3+1 80.625 3 (SHOWN IN TABLE KEY ABOVE) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C3+1+p +1 54.000 3 Mfamt 1+C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +p +1 3 1 +p +1 +03+1 3 1 +02 +1 +C2 +1 3 1 +p +1 +p +1 60.000 3 263/4° MAX 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+63+1+C3+1 3 1 +p +1 +C3+1 4 1 +03+1 +C3+1 +1++1 3 1 +pp 83.000 1 +p +1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +p +1 3 1 +p +1 +C3+1 4 1 +p +1 +C3+1 3 1 +C4 +1+C4 +1 4 1/2' TYP. 3'MIN ttlttil/ 2 `�� 3 9 "REF X O X �a��'' CEM..... 3 3 * No. 68705 88.A37x 38.378 48.000 60:828 54.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1+02 +q 2 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02+1 +02 +1 2 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1+02+1 +02 +1 2 1+C2+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 +C2 +1 +C2 +1 2 1 +C2 +1+C2+1 3 1 +p +1 +03+1 3 1 +03+1 +03+1 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +p +1 3 1 +p +1 +p +1 3 1 +C2+1 +02 +1 3 1 +p +1 +C3 +1 60.MO 03.000 4 MTG•�I^ TYP• gAMPI E CLUSTER W/ QTY. OF (4) ANCHORS = F ANCHORAGE SPACING XOX (113-113-113) %�F'•..!2oRiva..• '� '� ` -• ALUM. HORIZONTAL ROLLER WINDOW IMPACT �DIVAI1LI0�G�� a.E mm s� � �" MLLLER, rnm71E IVTS 9 � 71 4127 -10 E a Lr Rp-o wm F.E_ 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 31 3 1+03 +1 +p +1 4 i +03+7+03+1 3 1+04+9 +0ga1 i +03+1 +03+1 3 1 +CZ +1 +C2 +1 3 1 +03+1 +p +1 3 1 +p +1 +03+1 4 1 +C3+1 +C3+1 3 1 +C4 +1 +C4 +1 Al 10/17H1 E NO CHANGE INS 8HEEf 1070TECHNOLOOYORME NOKOMI ,FL34M ro.Egx +gee NOKOMIE.FL34274 1/4:tb Fetter /y JJL 6/ZO/11 D ADDEDIOCAPT06B779 atED +30FTNOTE ARK A>>b/o7 wC UPDATETASW6 .$ELECTVAWWDUBTOANOHORCRPADJ - FJG vutx 2/28/06 J.J. 3/23108 M ANCHOR TYPE 2,3, WOOD A CONC 1, C & SUBSTRATE ZONES ZONES P 1 +C2 +1 3 1 1 +C3 +1 1 +C2 +1 F 3 1 +C2 +1 WINDOW SIZE co � 1 +C2 +1 g 1 +C2 +1 V 1 +C2 +1 d� 0 1 +C2 +1 0 37.000 38.376 1 +C2+1 2 1 +C2 +1 2 1 +112+ 54.000 60.000 63.000 1 +C2+1 3 1 +C2+1 3 1 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 1 +C3 +1 1 +C2 +1 F 3 1 +C2 +1 3 1 +C3+1 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 1+C2+1 3 1 +C2 +1 3 1 +C2 +1 1 +C2+1 3 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C2+1 3 1 +C3 +1 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 1 +C3+1 3 1 1 +C2+1 3 1 1 +C3 +1 1 +C2 +1 64.000 60.000 63.000 1 +C3 +1 3 1 +C2 +1 3 1 1 +C3+ 1 +C3+1 4 1 +C2+1 3 1 +C3+1 1 +C3+1 4 1 +C3 +1 3 1 +C4 +1 3 x 38.375 48.000 50.626 54.000 60.000 63.000 1 +C2 +1 3 1 +C2+1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2+1 3 2 +63+2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3+2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +63+1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3+1 3 2 +C4 +2 4 x 38.376 48.000 50.625 64.000 60.000 63.000 2 +C2 +2 3 1 +C2+1 2 2 +C2+2 3 2 +C2 +2 4 1 +C2 +1 3 2+63+2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3+2 4 1 +C2 +1 3 2+63+2 4 2 +C3 +2 4 1 +C3+1 3 2 +C4+2 4 1 +C2 +1 3 1 +C3 +1 3 2 +C4 +2 4 38.376 48 1 +C2+1 3 2 +C2+2 2 2+C2+2'-3 3 2 +CL +2 3 2±63 4 6� 64.000 60.000 63.000 3 P2+C3+24 2 +C2 +2 3 2 +C3 +2 4 1 +C3 +1 3 2 +p +2 3 2 +C4 +2 4 3 1 +C3 +1 1 +C3 +1 3 2 +C4 +2 4 1 +C2+1 2 1 +C3 +1 3 2 +C4 +2 4 -w- u. 1W17 /11 TABLE 6 NO ANCHOR TYPES: 1-1/4 ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2, GLASS TYPES: 6 /16° LAMI - (1/8- A,.0W,1/8° A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 6118° LAMI - (118- A,. 090,118° HS) FT, GLASS TYPES G - L SHALL HAVE A C. 6118 - LAMI - (118° HS490,1/8' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7116° LAMI - (3116° A,.090, 3118' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7116° LAMI - (3116° A,.090, 3118- HS) F. 7/10° LAW - (311(° HS,.090, 3/16° HS) G. 13/16° LAM) IG -118° OR 3111P A (MIN.), BMW OR 318- SPACE, 6116° LAMI - (118° A,.090,1/8' A) H. 13/18° LAMI IG -118° OR 3/16'A (MIN.), 5M8° OR 318° SPACE, 6116° LAMI -(118'A..090, 1fir HS) I. 13/18° LAMI IG -118° OR 3118° A (MIN.), 6118° OR 30 SPACE, 6118° LAMI - (118- HSAW,1I8° HS) J. 1311(° LAMI IG - 1/8.OR 3/16'A (MIN.), 3/16° OR 114° SPACE, 7118° LAW - W16'&.090. 3/16° A) K. 13M8- LAMI IG - 118. OR 3/18- A (MIN.), 3118° OR 114° SPACE, 7/16° LAM[ - (3116° A,.090, 3/16° HS) L. 13116° LAMI IG -11W OR 3116° A (MIN.), 3f16- OR 114° SPACE, 7116° LAMI - (311(° HS,.090, 311W 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 8, SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314° MAX. FROM CORNERS. JAMBS: 91 MAX. FROM CORNERS AND 22112' MAX O.C. TABLE KEY: O X 2 +C3 +2 3 ANCHOR QUANTITY PER JAMB 1 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FDOED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3- MIN. O.C. ANCHOR SPACING) 18314° MAX I �r -.� �►-3 °MIN. V REF. X O Pzzonucrxevlsun MTG. RAIL as complying with the ple de 8 Colo EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ncc4ptccept encaMo (SHOWN IN TABLE KEY ABOVE) m` °810 Mlnmi IDadc 18 314° MAX 1 112' TYP. 0-F `�� ONY LYNN X �� = *' No. 68705 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS GLASS :�O•'•. STAI`E Fes:' 4-6 ''S /OcoRio ''.` �i`.lS TYPES C,D,E,F,I,J,K, BYdD/11 L D 2,3, WOOD R.W00 2, CONC 1, CONC ZONES 4OW7 ZONES C ZONES P.O.BQX182B NOKOMIS. FL 34274 JA. u W ca � y = oG I to c6 -� 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 +C3+1 3 9762 +1 3 1 +62 +1 3 1 +C3 +1 3 1 +62 +1 2 1+62+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 +C3 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +q+1 3 1 +C3 +1 3 1 +C2+1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +02+1 2 1 +C2+1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1+02+1 3 1 1+C3+11 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 4 1 +C2+1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C3+1 3 1 +C4 +1 3 1 +C2 +1 3 1+62+1 2 2 +C2 +2 2 1 +6271 3 1 +C2 +1 3 2 +C3+2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3+2 3 1 +C3 +1 4 1 +C2 +1 3 2+C3 +2 3 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 1 +6371 4 1 +C3 +1 3 2 +C4+2 4 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3+2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3+2 4 1 +C2 +1 3 2 +C3+2 4 2+C9 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C2 +2 3 2 +C2 +2 2 2+C2+2 3 2 +C3+2 4 2+C2 +2 3 2 +C3+2 4 2++2 63 4 2 +C2 +2 3 2 +63+2 4 2 +C3 +2 4 2 +C3+2 3 2 +C4 +2 4 2+63 +2 5 2 +C3+2 3 2 +C4 +2 4 7 - +C4 +2 5 2 +C3 +2 4 2 +C4 +2 5 -w- u. 1W17 /11 NOCNANQETMBsHEET IM TECHNOLOGY DRM NOKOMIS.FL34M78 OAeO�`°o ANCHORAGE SPACING, OXAND XO WINDOWS + � HOR/ZO/VTALROLLER :�O•'•. STAI`E Fes:' 4-6 ''S /OcoRio ''.` �i`.lS J.R BYdD/11 D WaWIGCAP TORE 7Ebl MW +30nNOTE R.W00 Dow FJC 4OW7 C CHG. TABLES T08 ,asElECTVALUESDUETOANCHORCAPADJ P.O.BQX182B NOKOMIS. FL 34274 �_ WINDOW. IMPACT ,,,1INAL��. A. LYNN P.E. �'� FJC. 2/28/08 J.J. Oslo 8129/09 VWbly Bette. 6etluatod,tr xRT10 eu ° N7S U I 10 a 11 amy ie 4127 -90 Rsrt E P.E.e se7os 13/4' MIN. E.D. TYP. NOTES: MIN. 3.4 KSI 2x WOOD BUCK, NOTE 3 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED 1/4° ELCO CONCRETE , ., ' , ° 1 3/8° MIN. TAPCONS EMBEDED 1 318" MIN. OR 1/4° SS4 CRETE -FLOC EMBEDED 13/4° MIN.. MINIMUM DISTANCE FROM *• ;. '° w •e : NOTE 1 ANCHOR TO CONCRETE EDGE IS 13/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. Ix WOOD BUCK, 2. FOR WOOD APPLICATIONS IN MIAMI -DARE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX WITH NOTE 3 #12 TRIMFIT HEAD. 1/ 4° 1/4° T 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112 °. 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MAX. SHIM MA SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD CONCRETE WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL, B 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 118° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE TYPICAL FLANGE FRAME HEAD SECTIONS WINDOW ME #12 SHEET AL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUOMO IF THESE CRITERIAHARE MET, THEA RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/0 MAX SHIM 1 3A° 1/4° MAX. SHIM h— 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS --►I MIN. I I 1 1/4° MIN. OF FLORIDA BUILDING CODE. (1.5 KSI CMU) OR • PER NOTE 1 (3.4 KSI CONCRETE) WOOD CONCRETJ.N ANCHOR, ANCHOR NOTE 2 NOTE 1 314° EXTERIR INTERIOR �- ', A MIN. E.D (H & SILL DETAILS A, B, C, D, & H) TYP. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK SEE NAILING E F INTERIOR (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR V CONCRETE ANCHOR, WOOD DETAIL H (HEAD) NOTE 1 ANCHOR, NOTE 2 NAILING .131 DIM. MIN. x 21121 NAIL AT CORNERS AND 5° O.C. plt� with dw Rodda 1/4° 1 /4° MAX TYPICAL DETAILS O, H & I. Dn8dlagcah � w ��, SHIM SHIM !a ' ,.. i .. .. : • °p o By SEE iTaut CanVo NAIUNO . • ,+ .6 •� NO' 1 1 MIN. /I U ` I • • I 1314° MIN. J). TYP. . '' tttl lilt/ SEE NAILING � L NN MW. 3.4 KSI_/ �`. .° $ NY CONCRETE Zx WOOD '' DETAIL �`� �j0 CENS �' C BucK, DETAIL D NOTE 3 DETAIL G (SILL) DETAIL I (JAMB) ,k :. No. 587os Ty P AL FLANGE FRAME SILL SECTIONS �k TYPICAL INTEGRAL FIN FRAME SECTIONS J L 10H7/11 E NOCHAN @BTWSSHEEi b� ibrAsr= LR BPdOHt D NO CHANGE THISSHEEr T078T6cHNOLOC4YOwve GE DETAILS %�T�S., F�ORIOP.•' NOKOMIS, FL 34278 Tau i 4/ +�D7 � F + °o — ALUM. HORIZONTAL ROLLER WINDOW, ��iis aft Evm Wbc FJG8/28 /0B JJ 9Y�9l/Q8 v.o. eqx ts� NOKOMIB, FL 54274 IMPACT TONAL t� jgj/g[y g sour m.ryt o rtm p LYNN �� RE HPo +D Half 19 91 4127 -10 E P.E 988788 4 MIAMI- D�RDE MIAMI- -DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (N" www.miamidade.gov /economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved e e in, and has een esirrcd-t ly with the Florida Building Code, including th Velocity Hurricane Zone. DESCRIPTIQ N: Series "PGT" Clipped Extruded AIuminum Tube Mullion - L.M.I. APPROVAL Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29 /11, revision "A ", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Control Revision Section stamp with the Notic=and aud�piration date by the Miami-Dade County Product Control Section. MISSILE IMPACT INsile Impact Resistant LABELING: Each uni with the man name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11- 0922.01 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0815.05 MlAMI.OApi: couNnr� Expiration Date: May 26, 2016 zg t�s Appr , 13 1 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10— 0819.05) 2. Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions ", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A ", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 --94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked —up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No, FTL 6443 (samples A -1 thru. E-1), dated 02/28/11, and addendum letter dated 05105111, all signed and sealed by Marlin D. Brinson, P. E. (Submitted tinder previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11 --- 0922.01) D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) r Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cownwED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11- 4922.01) 4. Proposal No. 10- 1070 —R issued by BNC to POT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11- 4922.01) G. OTHERS 1. Notice of Acceptance No. 11- 0922.01, issued to POT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.I.", approved on 12/08/11 and expiring on 05/26/16. 3aime D. Gasc�n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 LAW SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHE MULLIONS / - SEES INSCRI RErTA 1 A•D,O,H SHAPE SHEETS 24 / SEE OETALL8 ATHRUG; sIIEErs a4 II MULL LENGTH Iy_HOMZONTAL� MULL LENGTH '1 LENGTH OPEING HEQHT y SINGLE MULLION \ SINGLE SEE �• FRO -I. SHIMS E, Ate• FENESTRATION PRODUCTSMAY BEOFANYTYPE. MUST BE • MANUFACTURED BY PGT. 3 /SSEDETAMS A•D.G,10 SHUM 24 HORIZONTAL — MULL — LENGTH ( ^HORIL MULLLENGTH --j GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR-THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS `FREE. FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 6) WHEN FINDING YOUR SIZE W THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL HE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL•8443; ELCO ULTRACON/AGGRE -GATOR NOAS; ANSVAF &PA NDS FOR WOOD CONSTRUCTION; ADM- ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. LENGTH INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSFM FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR' OR'TRIANGULAR/1RAPEZOIDAL7. GENERAL NOTES_„_._ 1 INSTRUCTIONS ._.,. -._....-„M..„„.1 ELEVATIONS ..« «.»......_- ........._. 1 MULL TO 2X WOOD...._..._._.._..,,. 2 MULL TO 1X & MASONRY.......» 2 INSTALLATION NOTES 2 MULL TO MASONRY....__._..._....... 3 MULL TO STEEL STUD 3 MULL TO MULL,._.......,.____.__ 3 ANCHOR SPEC8..._..._r.._..._._._ 3 ALTERNATATE CLIPS -4 BAY MULL INSTALATION .4 1 X 2 X.128 MULL SPECS_...__.. 5 1 X 2 X.376 MULL SPECS_._W__ a 1 X2.76 X.378 MULL SPECS.........? 1 X 2.76 X.86 MULL SPECS_.._.._.8 1 X 3.126 X.800 MULL SPECS..._.8 1 X 4 X .128 MULL SPECS._..._._.._10 1 X 4 X.376 TIME MULL SPECS-- 11 1 X4 X.378 T MUU. SPECS._.__ ll 1.26 X9.188 X.= MULL SPECS_ 12 2 X 4 X.28 MULL SPECS.,...„. „...._ 13 2 X 8 X 28 MULL SPECS._._._ -14 128 X 2.11 X.126 MULL SPECS` 16 30' X 3.26 BAY MULL SPECB.._._..1S 48• X 328 BAY WILL SPECS..„.._ 17 MULLION & CLIP DIMENSR)NS- 18.20 EXAMPLES1 &2.,.,..._....... -....._.21 LOADING EXAMPLES 22 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBS/M FROM TABLES 1A THROUGH 13A. ON SHEETS 5 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (.SSIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIM FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS1. THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. OPENOtGWIDTH DR VERTICALMULL 7) IF THE MULLION CAPACITY (LBS/FM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS /FTC) OPENN CALW m FOR THE OPENING, YOU MAY USE THE °ANCHOR CAPACITY ADJUSTMENT FORMULA° TO OBTAIN THE LOWER ANCHOR CAPACITY MLILL MR REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE MULTIPLE MULLIONS 8) VERIFY THE DESIGN PRESSURE RATING (LSS/FT°) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/F M OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. �a \ \tt11111 / /// • NO. 66705 s4A� I )3,: F �14” iSS'� ONAL A. LYNUMIILER, P.E. FL P.E.# 58705 HORIZONTAL SEEO �/ S ( ^HORIL MULLLENGTH --j GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR-THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS `FREE. FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 6) WHEN FINDING YOUR SIZE W THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL HE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL•8443; ELCO ULTRACON/AGGRE -GATOR NOAS; ANSVAF &PA NDS FOR WOOD CONSTRUCTION; ADM- ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. LENGTH INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSFM FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR' OR'TRIANGULAR/1RAPEZOIDAL7. GENERAL NOTES_„_._ 1 INSTRUCTIONS ._.,. -._....-„M..„„.1 ELEVATIONS ..« «.»......_- ........._. 1 MULL TO 2X WOOD...._..._._.._..,,. 2 MULL TO 1X & MASONRY.......» 2 INSTALLATION NOTES 2 MULL TO MASONRY....__._..._....... 3 MULL TO STEEL STUD 3 MULL TO MULL,._.......,.____.__ 3 ANCHOR SPEC8..._..._r.._..._._._ 3 ALTERNATATE CLIPS -4 BAY MULL INSTALATION .4 1 X 2 X.128 MULL SPECS_...__.. 5 1 X 2 X.376 MULL SPECS_._W__ a 1 X2.76 X.378 MULL SPECS.........? 1 X 2.76 X.86 MULL SPECS_.._.._.8 1 X 3.126 X.800 MULL SPECS..._.8 1 X 4 X .128 MULL SPECS._..._._.._10 1 X 4 X.376 TIME MULL SPECS-- 11 1 X4 X.378 T MUU. SPECS._.__ ll 1.26 X9.188 X.= MULL SPECS_ 12 2 X 4 X.28 MULL SPECS.,...„. „...._ 13 2 X 8 X 28 MULL SPECS._._._ -14 128 X 2.11 X.126 MULL SPECS` 16 30' X 3.26 BAY MULL SPECB.._._..1S 48• X 328 BAY WILL SPECS..„.._ 17 MULLION & CLIP DIMENSR)NS- 18.20 EXAMPLES1 &2.,.,..._....... -....._.21 LOADING EXAMPLES 22 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBS/M FROM TABLES 1A THROUGH 13A. ON SHEETS 5 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (.SSIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIM FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS1. THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. OPENOtGWIDTH DR VERTICALMULL 7) IF THE MULLION CAPACITY (LBS/FM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS /FTC) OPENN CALW m FOR THE OPENING, YOU MAY USE THE °ANCHOR CAPACITY ADJUSTMENT FORMULA° TO OBTAIN THE LOWER ANCHOR CAPACITY MLILL MR REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE MULTIPLE MULLIONS 8) VERIFY THE DESIGN PRESSURE RATING (LSS/FT°) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/F M OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. �a \ \tt11111 / /// • NO. 66705 s4A� I )3,: F �14” iSS'� ONAL A. LYNUMIILER, P.E. FL P.E.# 58705 �a \ \tt11111 / /// • NO. 66705 s4A� I )3,: F �14” iSS'� ONAL A. LYNUMIILER, P.E. FL P.E.# 58705 td MULLION TO 2XI WOOD BUCK ON DETAIL B: 1ON a OR WOOD FRAMING MULLION ATTACHED TO BUCKBiRP PERSUSS1RA,rE. �� WOOD BUCK AND MASONRY Art _ (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) eroTHERa, SEESOTABLES 18.108 ^ 1 8EE NOTE I, - j MULLION 1 SEESHEETB o .' i I I e,+,. -,: .. :• 0 EITHER THE . e I I 1 8-2DPCR HOLE .4 j° I I CONCRETE ORCMU' �.. •� : •:•. EDGE J z STANDARD OR .d 1 LOCATIONS 1�1 SEE SEE TABLES (_q OFFSET MULL e ITNwSB TA MLELETHD O BY .. 4 .q j I I 4 A L° ° ° EDGE DISTANCE 1 &108 DISTANCE RMASOtiY e _ ANCHORS sOREa �.�wuFOR SIDE VIE W � � LU ALL MULIaS Z O e' e d z e d 4 d . e - d IBTHERTHE F 2Q STANDARD OR � 4• U� d e d o .. � 4 • e.4 n _ d .. OFFBETMIAl Z � U 4 : e 4' d °ao EXTERIOR e° q 4. METH00. = liz EDGE M DISTANCE � 4 n' - 'e Z 1 e a ANCHORS a °d N O ANCHORS EXTEPMJO INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY 18 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HOMM OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 6) FOR MASONRY APPLICATIONS W MIAMI -DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED ELCO ULTRACON OR ELOO 114.8.3. AGGREGATOR MASONRYANCHORS. LYNN ` * ' No. 68706 15 13 w STA HO ORk ON ss�anrai. e,,•`. A. LMNN M&M, P.E. FL P.E.# 58706 - c TYP. ANCHOR TYP.ANCHOR TYP. ANCHOR PER SUBSTRATE, BUBSTRATE, PER SUBSTRATE, SSE TABLES 1B -10a SEE TABLES 18.163 8EE TABLES 1 &108 EDOFJEND DISTANCE BUCICBTRIP BUCKBTRIP SEE TABLES 18.108 ' -;: i y.ERS, AND •.r�' ATTACHMENT .e• . .••• �:.'. •.e•:t •.a 'T tATVTACHIMENT TE 1. '.: '' )i BY OTHERS. ••�'�i ) ia.• :.. {�•.`'`'��.•'•'i..;... 1. }• •. " : � SSE NOTE 1. SHEET 1. �; ,• •' ': ' ' :' .. ...'• ..,r, 1•.;,.. :•: d', � %''.: MM 2.7 KSI CONCRETE OR CMU . .� : SIDE VIEW FRONTVIEW PRODU �gFiurtdu FRONT VIEW Aa INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY 18 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HOMM OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 6) FOR MASONRY APPLICATIONS W MIAMI -DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED ELCO ULTRACON OR ELOO 114.8.3. AGGREGATOR MASONRYANCHORS. LYNN ` * ' No. 68706 15 13 w STA HO ORk ON ss�anrai. e,,•`. A. LMNN M&M, P.E. FL P.E.# 58706 DETAIL E: DETAIL C: -1 126 MN MULLION TO MULLION INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO ,-MULLION (U -CLIP) 1 �'e MASONRY STRUCTURE 1) MAY BE INSTALLED IN •TEE• OR -CROSS' ' ' 4 (STANDARD CLIP SHOWN) INTERSECTIONS. �4 t v � 2) MAY BE INSTALLED HORIZONTALLY I i TYP.ANCHOR �- H (SHOWN) OR VERTICALLY. THE PER SUBSTRATE, STANDARD FFS&27 oR SEE TABLES 1B•10B 3) SEE U -CLIP DRAWINGS, SHEETS 18-20 $ Q "MAYYBE I j 1 ' ' TOP VIEW FOR CORRESPONDING MULLION. Z � INSTALLED BY _ II I EOOEMSTANCE r,,e-MULUON THIS A¢THiCCL I I .. FOR MASONRY ANCHVARIES _I y I I I I" (a <• /�-OSELFDRRING OR PREDRILL S�J MUU.IONANDUSESMS ILI EXTERIOR nq 4 n .� MULLION Z wU' EDGE 018TANCe .. • a . FOR Z u l ANDHORa LeinECnoN ILI No S " ® EXTERIOR v) TYP.ANCHCR ' •d Z ` r PER BUfSTRATE, d Q a Z �SEe rABI.E818 -tOB Iz! n TYP.ANCHOR SEE SHEETS 1&20 FOR •NS N H O O BUCKSTRIP PERTA SUBSTRATE. HOLE LOCATIONS AND SEE TABLE818.108 FRONT VIEW EDGE ATTACHMENT DISTANCE 5 Y r ....' BY OTHERS. a.: SEETABLEB EMB MEM'v. A.' :..':,: ' . • . a SEE NOTE 1, . .. 18.108 U Z Q • ,... o../ a SHEET 1. 'w : _ .. .: �..•' • EDGE a g 0 O _DISTANC SEE TABLES SIDE VIEW MN 27 KSI OONCRETE OR CMU MN 2.7K81 CONCRETE OR CMU 18.108 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITYOF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE)OiF.AD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. e) FOR MASONRY APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4'8.8. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR TYP.ANCHOR PB�RODUCrRE vilh UEio Florida 12 —rg aSTANCE FOR STEEL STUDS THWINER THAN SEETABLES 18 GA AND COMPLIANT WITH THE FL BUILDING 1B-10B �OWE,AVWOODBACMMUSTUSEM ayam t)adoPlBdBpCoatro \ \IIIIIII/ YNN ��`Q?a ......., 4f/! "I �•'� \GEN3F''• ATTACHMENTBYOTHERB. = f No. 68705 _ USE WOODANCHOR SPEW SIDE VIEW ,/?+ L NOTES: •' ES :•W 1) FOR 2X WOOD•BACKED STEEL STUDS, WOOD 8 A ANCHOR VALUES MAY BE USED. �iO'��.5• 2) SEE CORRESPONDING MULLION TABLES, -L� SHEETS 8-17, FOR QUANTITY OF SCREWS. /\. LYN�1IN \LEER, P.E. FL P.E.# 68706 EXTERIOR (D EDGE DISTANCE F PER ANCHOR DETAIL F: FIELD - MODIFIED MULLION CLIP (F -CLIP) SEE DETAILSA E. SHEETS 2 AND 3 FOR BISTALLATION TOSPECROBU88TRATEM NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 128' X 2.11- X.128° MULLION. 2) SEE TABLES 1B-1OB FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CUP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) VIII i i MUST BE BAYMULL CKa 4� M NOTES FOR INSTALLATION OPTION O & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B•1 1B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. FWdo %N`ONV LYNN ..Vi � ,tom �'L�•' V \CENSF • :'7 �: No. 68705 � •� 145 STATE OF L(/� Q�q IV a` K /N{VM14hEWP.E. FL P.E.# 68705 TABLE 1A Mullion CODROW Table b9Rt2 Opening Width (Torverlicatlyspervi/g Imacm9) or Opening Height (for hodzadwo*spamifg mlmons) 3ak 0.7n. s01. 601. 70 in BO in 901n 1001. 120 in 1401n 1601. 1 x2x.126 r 1.mAng lu.6ng leedkg Lomm�g 1.eaAnB Rmwou Inading TrepRd..9. Immn9 Re4teng Lca6n8 Twrrdwg9 Lmd1W Rodmv.inr I,pemng TfWTdM. Laamng Rmlm9g lmdi.g T LomrMog• Loading Rmtmg�d.r Lm3n9 Treprfdene• loetOng Rm19om Leemn9 Treldydallg. (o¢drng Alum. Tube Mullion 2' 0.48° aw 0.324" I &nWMmd((nt aroma! (F1g.1 1314• 1 1374` 4601bs 1374' S901hs 1 1-1IS 2709. 1 -1I4' 29016. 1414' 354m 1 -114° Mum Y 1 -114' 6840. if 1376• 328 fbs 1378• 42D D. (aea note 4) 66D P. 4 Amhm.® 1. 16'EO.O.C. /6t9ndRM(WC�et)09Pft4 490 Ms 700 a. WA WA WA WA 3800. WA WA ENIANA WA WA X20. 8gp010 11208. 4213 1110 408 129.6 382 832 408 118.8 328 789 48B 107.8 321 699 406 101.4 319 82.1 408 104.0 318 88.11 408 104.0 318 489 408 104.0 310 39.9 408 104.0 $IS 360 408 100.0 318 8M MO 481. 74.0 312 839 268 SZ4 312 73.4 252 839 312 87.0 248 489 312 83.2 246 41.6 312 61.3 2M 379 312 61.0 2M 312 312 81.0 244 28.8 $12 81.0 244 23.4 312 81.0 2M 60926In 1 63.9 1 281 1 70.8 234 632 281 61.5 228 466 281 1 667 1 224 11 30.0 281 02.1 223 38.5 281 60.1 220 319 281 49.3 219 289 281 48.3 218 22.8 281 49.3 218 20.0 281 49.3 210 ,_r, 64In 628 247 67.8 207 43.9 247 499 202 379 247 44.8 1S9 329 247 41.6 186 292 247 39.4 194 26.3 247 3&4 193 219 247 38.1 193 18.6 247 38,1 193 ISA 247 36.1 103 801. 38.d 200 412 170 320 200 38.4 186 27.4 20D 31.8 193 24.0 200 269 160 21.3 200 27.1 188 182 2DD 28.9 187 1aA 200 250 168 63In 33.1 181 38.3 188 279 18t 302 162 23.2 181 289 148 20.7 181 24.8 148 18.4 161 228 144 18.8 181 21.7 143 68 in 28.6 186 309 142 249 165 26.1 139 20.8 183 23.1 138 18.0 too 21.0 134 72 N 222 139 238 120 189 139 t99 118 169 139 17.8 118 781. 1a8 128 19.7 108 18.7 126 189 toy 781. 17.6 118 182 1 104 Hai-E in Anchor Capacity Table Ube) 27k Cmomte 3ak 0.7n. I HWWCMU Fated CMU PT wow- Melel AnewC6pPattems AwtWT7p0: 311W Ek�o Me= I/4° E4w IJH m fins• Elm Laumm after Elm UlUmon 114' Elm Uilramn 6Me' Etm IMMM 114° a8 Eim A99^�>a #10 6tW eerewi� 012 8teai aerew(os) 01261W 8ere9r(t48) E�aO(.teM04 1° 2 -172' P 2-112 3.119" P 2.12' 1° 2.12• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1801 SPECIFICATIONS. HOLLOW AND GROUT-FILLED 3.118' 2' 0.48° aw 0.324" 2ArohoOOAwwwo.ar8tendeid &nWMmd((nt aroma! (F1g.1 1314• 1374• 390 1374` 4601bs 1374' S901hs 2• !84406 1-1IS 2709. 1 -1I4' 29016. 1414' 354m 1 -114° Mum Y 1 -114' 6840. 2' 11820. 1376• 328 fbs 1378• 42D D. (aea note 4) 66D P. 4 Amhm.® 1. 16'EO.O.C. /6t9ndRM(WC�et)09Pft4 490 Ms 700 a. WA WA WA WA 3800. WA WA ENIANA WA WA X20. 8gp010 11208. 4 Amltge ®3" Min, O.C. i (2) 2c6 Angie taps / lFl& 3X 7800. 7800. 88016. 1860 a. 1895 n. 640 ft Wo ft WA 780IDS FL P.E.# 68705 880 a. 238400 652 U. 840Ib. 1120lba 2AnaMra ®0.45 MI.O.a 1 UCOP, W011WAMm P0.4): WA WA WA WA WA WA WA WA WA WA WA WA WA 716 Ns t Anoborl F- MpiFlg. at 1881be 19916. 225 Ws 445 a. 8M MO 136@* 140 i6. 177 a. 370 a. 332 m. 6819. 1831DS 2100. �Otbs 2Anol.w Q7.16'M6L O.CJ F•COP {flg.8): 240 a. 3801bs WA WA WA WA 19D8. WA WA WA WA 328x. A2D 0. NO FOR THE OFFSET CUP, USE THE SAME ANC HOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: Fo- ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: IM 1111 0 *1 TABLE NOTES: =ANCHOR CAP., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REWIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. biY4 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, contpty61g1allh "a Flee da SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR 1000, te6din�.CD.. INTERPOLA TION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE, 3) MUW ON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. Iaml FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 2.00(r I 1 I ) 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1801 SPECIFICATIONS. HOLLOW AND GROUT-FILLED LL 126° ��p�( LYNN CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 000. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0,65. ALUMINUM SHALL BE 6083 -T6 AND BE A MINIMUM OF .12V THICK. STEEL Y STUDS TO BE A MINIMUM GRADE 33 AND . 048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1• X 2• X.12W MULU0N = * : No. !)6705 LEAST.12W THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL -_ ioo•• 6,•. FLORID? ;E•' � SNA. r A Ll INIitIE P.E. FL P.E.# 68705 TABLE 2A Mullion Capacity Table IbsHf Opening Width ( totver0oally- sparlllrgnvAons )or Opening Height (for hod2onla spatnbgnuilom) ru CN b0 in 6N 7010 1 60N I 8010 10010 1" In 140N 160 in 1 x 2 x.378 Reote,gulw Lcaft 718FI I& L.oadirg ReelarBWm taaft 714%rdwig, Leading RaotengWw Loadng T0rpildool, Loaft RBW"111f Loafing 1"111daM Lox" Reolenpuler Loading Tmprrderg. Loading Reotenguler Loa" TmprrdwM. Loading Reolenguier Losa v TrepTderg. Loading ReolwButar Loam TrepRdang. Leeft Reclanguffir L-ft TreplTdano. Lcaffrg Alum. Tube Mullion 2' 0.41° 854• 0.324, Embedment M2 1314' 1314' 1-314' 2014' r �' 1 -v4' 1 -104' 1 -v4' 1 -v4' 1•v4• Y 1-w 1318' (eee note 4) 2Archers l$473'71I00.C. /BlandeNw e<CBP (Flg. tp 390168 110 450 601 1 W 270 28Daa 354@s 7400,s 468s 311 420 es 42 N 170.0 620 170.0 436 151.3 662 170.0 476 128.7 662 170.0 We 1138 662 1615 618 1009 662 108.9 617 888 662 188.9 817 76.7 862 1689 517 84.8 862 18&9 817 687 882 100.8 817 WA 481n 121.8 807 1380 41g 101.4 67 119.2 410 88.8 507 16.7 403 780 607 1026 389 679 67 6.8 397 60.6 6e7 89.0 398 60.7 607 89.0 398 43.4 807 89.0 398 380 507 99.0 398 WA 10.625 In 1037 458 114.6 378 118.4 458 88.9 371 741 458 809 3B4 (KII 458 84.6 300 579 468 81.3 357 51.8 458 80.0 368 43.2 458 8D.0 368 37.0 458 810 358 324 458 We 368 64 N 08.4 400 833 336 71.2 400 80.8 32B 51.0 400 72.7 322 63.4 400 678 310 47.6 40D 84.0 316 42.7 400 623 314 35.6 400 81.8 313 38.6 400 el.8 313 28.7 400 61.8 313 601n 823 324 689 276 51.9 324 87.6 270 446 324 612 234 $8a 324 488 260 34.8 324 438 257 31.1 374 420 268 28.0 324 40.6 253 222 324 40.6 253 18.6 $24 40.5 26 63M 63.8 294 67.4 252 448 204 48.2 240 384 284 439 241 33.6 204 39.8 237 288 284 37.1 234 288 2e4 352 232 224 284 33.6 230 19.2 299 33.4 230 188 284 MA 'G40 6810 4116 26 48.8 230 39.0 788 424 We 379 221 28.2 268 34.1 218 280 26 348 218 23.4 266 28.8 212 18.5 288 280 210 18.7 288 27.7 209 148 288 27.7 209 721n 36.0 225 37.9 198 30.0 225 322 225 284 16 226 -72 269 185 210 716 23.6 16 180 218 22.1 180 159 225 20.3 177 129 225 188 178 113 226 18.8 178 7610 316 202 320 177 28.6 282 272 202 289 170 18.2 202 226 t8) 17.0 'dn 187 165 15.3 2D2 184 163 128 202 187 160 10.8 202 188 16 8.8 202 188 16 7810 28.3 192 289 16 23.8 192 281 t19125.7 192 220 162 17.7 102 10.7 159 187 782 1111 157 142 102 18S 155 11.8 192 16.2 162 10.1 182 144 160 89 102 142 150 90In 186 144 19.0 128 15.4 144 16.1 Go in 182 121 188 113 TABLE 28 Anchor Capacity Table ((be) SubstraIr, 2.7k concrete 144 Cara. ru CN Ffiled CL1U PT ootl We1e1 Anchor ClIp paaeals Anolmr T7Pa 3118' Eieo I9ltaeo0 v4° Etoo lAkeoon 8M9' Ela NUacon 3116° Elco 160eton 114' Elmo IlOtewn 11C as Eloc AggreWor 6118' Etc* Wre4on 114' 88 Elko AggreGstor 91081eal 6erew(138) 912 Steel 8ore+vPM 612 Sted 8orew(GM Edge tea[erne OaY v 2.1x1 r 24W 3.111' r 24W r 2 -trr 2' 3.1re• 2' 0.41° 854• 0.324, Embedment M2 1314' 1314' 1-314' 2014' r 1 -v4' 1 -v4' 1 -104' 1 -v4' 1 -v4' 1•v4• Y 1-w 1318' (eee note 4) 2Archers l$473'71I00.C. /BlandeNw e<CBP (Flg. tp 390168 110 450 601 1 W 270 28Daa 354@s 7400,s 468s 6840w 311 420 es 55D 4 Aaeham ®1.18'l21n. O.G /8mrged (w OSaet)COp (F7g.4j 48Olbs loo n. WA WA WA WA 360 as WA WA WA WA 052@8 840 are 114 Amahaa ®3't&L0.R1(2)2x8Argte GOps /(F1g.3p 7aD1h1 mourn 8916+8. 160 er0 168 Oe 540Ie 6Bo ne WA 76111 EOIhs SWU EW2 652118 $401b0 1120 as 2AMn m ® 0.45' Mh O.G. / pWo 118' Alm 0'7& 4p WA WA WA WA WA WA WA WA WA WA WA WA WA 718 Mrs 1Anehar /F -0BP(FIg.5p 1854bs 105 S8. 223 ft 445Its 122110 136 We 1408.¢ 177 ft 370 Me 2344bm 3s216a 163 pxi 210@0 280 ax< 2 Anchom ®1.15' btlo. O.OJ FCSP (Fig. 83: 24016 35098 WA WA I WA I WA 180 ft WA I WA WA WA WA 1 320 On 1 420 pxt 661Da NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 4NGHOK CAPACITT =ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: ® • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE & me U 1111 1111 • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-00. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.12V THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL r r�r F/// j 'III Y 'C• No. 6B705 131- Lu:z ��`�"'• FCORIOP.., C.� 1;SS /ONAX- A +Y NI AEA, EA, P.E. FL P.E.# 88705 TABLE 3A Mullion CapaoityTable sift FIGURE 2: 11 0 Opetdng Width porvere pat2YrgrnU9ons) orOpenln0Hetght (for113rimrda6yaparWrg::Scone) 3.ak CO 60 in BON 701n N 90N too [a in 140 in IKON 1.2.76% .375 Alum he m Loadn9 napRde�' Lowing Re °te�°Nr toadag Tm}Vfdmg. Lowing RenNn9Wm Uadlt0 Loeclrg ftdanoff L4aAng repTfts• L-ft Recten9Ner Lowing 7twww*. Lmdng Rects"awar -fto Tre}VTdm10. ReetsMft Loafing 1ep76Nn9. Load" RBWmgulaz Loadag 79pf7deng. Loadag RwWngAw Loafing Ttaprllimg. LOWM Tube MulOo ggyygg 0.40' EEyHH 0.324° em (Nk EEp¢@ 1914• 1314" F� S$jg 1 -14° t -UT gg '4$g p2r'_ g i$$ $,L g gLoaft )m bbe gg yp�.C'+y$�r 2701bs ,p8 @�' � �p @•��$j$' �' 182160 Bs Na 42 N 1700 820 170.0 435 170.0 7M 170.0 478 170.0 888 170.0 NO 1700 882 170.0 810 170.0 1116 170.0 621 170.0 1240 170.0 621 148.7 1301 170.0 621 127.6 1301 170.0 621 111.8 1301 170.0 521 4a in 170.0 708 170.0 524 170.0 860 170.0 084 170.0 882 170.0 630 170.0 1133 170.0 881 1819 1139 170.0 877 fall 1138 1700 880 113.8 1139 170.0 050 979 1138 1700 880 a&4 1139 170.0 860 I WA r4Le28N 170.0 747 170.0 683 170.0 808 170.0 831 187.8 ISM 1700 084 148.8 1032 1700 723 1300 1032 170.0 747 117.4 1032 170.0 786 87.9 1032 1700 630 1032 1".0 760 73.4 low 1700 768 64 In 170.0 787 1700 612 161.3 007 170.0 891 1382 907 161.7 730 120.9 807 1518 720 1079 907 145.0 714 18.8 907 141.1 710 806 907 14MO 69.1 007 140.0 709 609 007 140.0 700 BDN 141.1 736 131.6 826 1179 735 1309 811 100.8 736 11&0 699 882 738 1082 890 78.4 738 99.6 699 706 735 9&1 576 WA 736 919 80.4 735 019 674 44.1 735 11.8 674 63N 1219 888 130.0 670 1019 868 1119 667 07.0 M 989 547 762 Bee MA 639 87.7 888 839 651 809 868 709 628 809 868 769 k71,1 439 688 759 521 3&1 886 78.8 62t 68 In 10&0 607 112.4 822 8&3 807 0&1 511 7&7 607 880 501 88.2 607 77.1 403 689 607 719 486 63.0 607 679 481 442 607 83.4 37.0 607 02.7 474 33,1 607 62.7 474 72N 819 610 85.8 443 80.0 810 73.0 434 8&3 t0 849 428 81.0 610 079 411 4 &4 610 83.3 413 408 510 80.0 408 34.0 610 4 &9 292 610 M.4 899 259 610 44.3 399 78N 80.4 458 729 400 67,6 488 61.7 392 4&8 488 60.1 386 430 468 489 378 38.6 466 44.6 373 34.7 436 41.0 300 289 450 37.7 302 24.6 458 38.0 339 21.7 406 35.7 368 .78 In 64.2 435 67.0 301 63.8 433 86.8 373 409 436 409 366 433 44.7 300 35.7 438 40.9 366 32.1 435 3&1 351 289 435 34.4 344 719 435 32.8 341 20.1 438 322 340 901n 419 327 43.1 290 34.8 327 3 &4 285 299 327 31.8 280 28.1 327 2&3 273 232 327 2L7 271 209 327 23.7 288 VA � 21.0 202 149 327 11.3 288 9610 34.4 287 36.4 267 NOV- 287 20.9 262 24.6 287 2B.0 248 21.6 287 2a.1 244 10.1 287 2&0 240 172 287 19.3 237 14.4 287 189 232 fOBN 2 +2 227 24.7 205 20.2 127 20.0 201 17.3 227 18.0 108 15.1 227 180 188 111 N 22.3 218 22.7 184 189 218 18.1 191 1&8 210 189 tea I20N 17.8 184 17.1 I87 Anchor Capacity Table pbs) FIGURE 2: 11 0 Subsume 2.7k Cwcmla 3.ak CO H.Um Cant I Bled CMU PTWood mw AmhorCBp Patterns Anohor7ype: 9H8° Eloo Wtaoon 114' deo tgtmwn fJ18° Etco 9716' P.11uaoon 114' Eloo lNmcce NGLE CLIP MUST BE USED IN PAIRS. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED 376, o FIGURE 4: FIGURE & FIGURE 8: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO A8TM GOD. WOOD SHALL BEPRESSURE- TREATED YELLOW SOUTHERN r 2-ur AW 3.118' r 2-112- r 24UP SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND r 0.40' MW 0.324° em (Nk 1314• 1914• 1314" 1314' r 1 -14° t -UT 1 -114° 1 -114` p2r'_ r I-w 1318° (eaeade4) 2AWme @4.75' MI¢ O.C. I BNndeN w Ohm CUP ft 1k )m bbe 4509s 890 as 18946s 2701bs 260 Na I--- 182160 Bs Na 880 Ns 4An0=491.15'MN. o.Q18lwAwd(m08segtWp(Flg. 2k 48010e 700IOS WA WA WA 3801he WA WA WA .88203 840ms 1120&s 4 Anhm 031' MIL O.0, 1 M2c8AngNCOps 1(Flg. 3k 780169 Teo Ws BBO @a 1680Iha 1890 gs 6401b BBD r. WA 7601be 23&1Os ea2me 840 ms 1120 2AnOM @ 04S MN. O.Q 1 UCMp boo 1a• Alum. (Fla. 4k WA WA WA WA WA WA WA WA WA WA WA WA 7185s 1Atmtwt /F4Tip"I 67 183 Me 105 Me 225I6e 445Its 822 rm 136140 ms 1T7Ds 3701be 2340s 332 691 gs 183 g:s 210 ds 2800s 2Anchm @1.16°MIa O.ol F4:tlp(F .ek 240 ps 3500s WA WA WA WA 7900s WA WA I WA WA I 101.0 Sze tha 420Ibs H800s --1• .. W - ..." . -.,....m r.... .e... n .. vm .. w t= a lmlu wr. �,�CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: ()P ) X WON CAP. : ( ANCHOR CAP. ®,_ w,, _ANCHOR GAP,® MU USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. I4otido aY FIGURE I: . IGURE 3: FIGURE 2: 11 0 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 711-Swo =--c-.17 `411111 I I N N rr�1 3) MULLION AND MIULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT OIMEN3ION3, SEE SHEETS 18.20. 2.760' Q° :' '•, i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. _ No. 66705 NGLE CLIP MUST BE USED IN PAIRS. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED 376, O ) ) 3� •'•,. FIGURE 4: FIGURE & FIGURE 8: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO A8TM GOD. WOOD SHALL BEPRESSURE- TREATED YELLOW SOUTHERN ` �) s AI Op ,: !(/ PINE WITH AN 8G OF 0.66 ALUMINUM SHALL BE 8083 -T6 AND BE A MINIMUM OF.12V THICK STEEL STUDS TO BE A L ANCHORS GRADE 33 AND .046" THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST 12W THICK AND 038. ALL ANCHORS INTO METAL 1• X 2.7G X.378' MULllON ��'�� ' • FLOR10 ?••' • Ili sS I ? SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �` j /p A1- THE A LYNM MIw ER, P.E. FL P•E.# 58705 TABLE 4A Mann Capook Table 5914 Opentng WIcIM {for vsr9ca*;parcft m161ons) or Opening Height (for horizot lappapalrilg ml6ions) 31st caw. 50 In 0010 70 In 1 8010 0o 10 100 in 120 in 14010 180 N 1%2.78% .860 Alum. 11- tmgulm Lmft Trapfdmlg. Loaft Rectmgldm Laadag Tmodang. Load" Reotangulm L-ft TW111 M. Loatfng mclanon" LwAng I TmpTdml& Lw tng ftclawff I Loam wffimg. Loattng ftdamWer Loaft Tmr4Tdang. Loaft Reewoft L0aft nepnwg. Lam71a Reotengulm I Loafto Tmprrdw& Lomftlg Reolengt Loffina TMRTdm Looft Tube mumon 3.1/8' 21 (148' 0.84' Q320 EmbedlmN(In ): 1314" 1 1314" 1374" 13/4" T 1 -1t4" 1 -t14" 1414 1 -114" 1 -114° 1.114' 2 7.3'8" 1.318" (seende4j 2Anohme®47B'M10 O.Q lSlelgmdm O7Set CaP bag. 1): 380150 38D 8» 4WM 890 u's 1844 ft 27011. 280 36400 7400)a 46800 684 go 1100 g0 32800 420 N0, 42 In 1740 1 620 170.0 435 170.0 744 170.0 478 170.0 888 117UI 608 170.0 992 170.0 598 1780 1116 170.0 821 ODD 1240 1170.01 521 170.0 1488 170.0 821 168.7 1020 170.0 511 13U 1620 170.0 521 WA 48 N 170.0 703 170.0 524 170.0 860 170.0 681 170.0 992 170.0 830 170.0 1133 170,0 661 170.0 1278 170.0 677 170.0 NO 170.0 880 141.7 1417 170.0 2401bs 121.5 1417 170.0 680 108.3 1417 170.0 680 WA 80520In 170.0 747 1700 883 17&0 898 170.0 831 170.0 1048 170.0 884 170.0 1198 170.0 723 151.8 1288 170.0 747 1482 1288 170.0 158 12" 1288 170.0 104.5 1288 170.0 768 91.4 1268 170.0 768 6400 170.0 797 170,0 612 170.0 958 176.0 all 170.0 1118 170.0 764 160.7 1130 170.0 803 133.0 1130 1700 837 120.5 1130 170.0 858 100.6 1130 1700 86.1 1130 170.0 got 783 1130 170.0 631 80 In 170.0 865 170.0 701 1485 015 162.3 761 12811 016 144.5 748 100.9 016 1322 738 970 ot8 123.0 728 87.0 915 118.6 720 732 916 114.4 fW-:0 82.8 016 114.4 715 640 916 114.4 716 63 In 181.8 830 I8f0 710 128.6 830 138.0 894 1085 830 1232 - 861 94.9 830 1122 870 84A 830 104.0 802 76.8 830 09.4 850 632 830 040' 642 630 04.1 049 47A 830 04.1 640 1 8810 132.1 787 1480 850 100.0 767 119.8 838 01. 787 1050 614 845 787 081 614 73.4 787 60.1 808 680 767 842 800 080 767 70.0 472 787 782 891 412 767 782 601 j 721n 101.7 638 1080 652 84.8 838 01.0 840 72.7 838 80.1 830 83.8 838 72.2 521 580 838 WA 838 8Z3 508 424 838 572 382 836 58.3 407 310 638 652 487 76 In 80.8 671 90.4 498 72.1 671 78.6 488 8 71 07.4 470 SLt 671 80.8 471 490 671 660 671 61.8 489 38.0 671 470 461 00.9 671 440 447 27.0 871 44.6 448 7810 60.0 842 63A 474 887 642 70.8 486 87.1 542 621 458 60.0 642 687 449 44A 642 61.0 60 47.6 437 332 642 420 429 280 842 40.6 428 28.0 642 40.1 423 90 In 6Z1 407 633 301 43A 407 480 366 372 407 30.8 349 3Z6 407 383 243 280 407 3Z1 407 20.8 331 21.7 407 28.1 327 180 407 24.1 322 18.3 407 27.0 319 0010 420 358 4111 320 96.8 369 372 314 $0.7 389 3Z4 309 2&B 398 28.11 304 23.8 368 2&1 j228 398 240 290 /T0 368 210 289 102 368 192 284 16510 30.1 263 305 286 26.1 283 260 261 210 28.1 22.6 247 18.8 203 19.0 244 16.7 283 180 283 10.8 237 11110 27.8 287 282 242 24.1 287 23.8 238 10,8 287 200 236 172 267 182 241 18.4 287 185 12010 2Za 229 222 209 18.3 229 180 200 18.7 229 182 202 ABLE 4H AnohorCapaa Table(Ibo Substrata 2.7k Com4ta 31st caw. Houmcmu FMod CLIU PTWoat 1,10101 Anchor ClIp Pattern Amber 70% 3!16° Eton Wftm 114" Moo Ulmom tote Ebo u0man 3f1S' woo u u ran 1f4" Elooumew 114" as Ebo AMOGSWr 8118' Ewo 1.19rmm 1/4" SS Em A9greeoiar Mated 81 (66) 912 aural 8waw(430) 912 aural 8oratv((36) Edge bletwga (Ink 1° 1 2 -1fT P 2 -Vr 3-W 1. 24r2' 2.112" 21 3.1/8' 21 (148' 0.84' Q320 EmbedlmN(In ): 1314" 1 1314" 1374" 13/4" T 1 -1t4" 1 -t14" 1414 1 -114" 1 -114° 1.114' 2 7.3'8" 1.318" (seende4j 2Anohme®47B'M10 O.Q lSlelgmdm O7Set CaP bag. 1): 380150 38D 8» 4WM 890 u's 1844 ft 27011. 280 36400 7400)a 46800 684 go 1100 g0 32800 420 N0, 4Anehaa 491.16- OIL 0.G./ alandwd(ar0awl) CBp (R9.4 480 On 700100 WA WA WA WA 380 ft WA WA WA WA WA 85280 1120 me 4 Anohora 0 3' Mal. O.C. 1(2) 210 Angle CtlPa / (Flg. 4 780100 7801bs 680 On 155D On 7898 ro0 NOW No Me WA 700 gs 838 W SOW 2384 g0, =No 112080 2 Ambme (0 0.45° A1In O.C. / 11COp Ono 118' Alamo. (Flg.4j WA WA WA WA WA WA WA WA WA WA WA WA WA 718Of0 lAmhm /F- WP(F1g.87 1&59w 180150 226000 446150 82280 1381bs 1401bs 177 Re 37000 234 Os 932 gs 89100 uums 2t0 ft 280 2Anchnra26L15W L .CJF&0P(FIg.87 2401bs 380 WA WA WA WA 10000, WA WA WA WA WA i 3080,0 420160, Noon ,.Y, c. rvn 1 n Yrroc 1 Yu , Ync 1 nm iLU91c A UMUM rAt t tHN ANI7 ANUME)JA VALUES AS THE STANDARD CLIP. Cz:)C52CLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. NIY4RYR liArAlil l T =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: to t to 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 0 1111 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3 ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4- FIGURE 5: FIGURE 8: 0 01 i 11 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048" THICK (18 GAUGE}. STRUCTURAL STEELTO BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIEL Ilt •' j i i i 1"X 2.76' X .860' MULLION C� It a i I Y...... � '/i�'i �1GENSF *' No.55705 IT. PTIIE5 i3 •7u` A. LYN1J'FAIUk"F(, I FL P.E.# 50705 TABLE 5A Mullion Capacity Table Obaffe) AitrhOrCllpPattern9 Opening Width (tor varOcalltspambg mtl6ore) or Opening Height (tor trorizor4e*aparclrg 1nIC-) 60 in 701n 80 in 00 in 100 in 120In 140 in 160th 1" x 3.126" x Reoten9olaz g Trwwong. toamw Reolaagu(er L 9 TrepTOang. Loading Raatenguiar Loa4tn9 7189JNeng Loafing ReotmlgWar Loadn9 TrepJi'rlen9. L-aq Reolengl0ar Loading TrelVfdetig. Loaft 1leelengMar Loafing TrepRderm. Loading Reole�ular Loediag TreA?darre. Loedag ReWenpWer Loadn9 Trepl0lwm. L-dq Reolengi0er Leading '0ePr1)len9. Loadhrg . u ubaMu Tube g 2.1(2' 1• 2 -v2• r 3.118" r 0.48' � 0.324• Embedment Qn$ 4• 11 w 1.3x4' r 1414• 1 -110 1414' 1.114' 1410 t -t 0.• r 1.318' 4318" (aeenote 2 414.76• .IB p y de 450ge NO& 1 S. 27011. 2800. 30.4 740@s 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 1188 170.0 800 170.0 092 17&0 819 170.0 1118 170.0 521 170.0 1240 17 &0 521 17 0.0 1488 170.0 621 178.01 1736 170.0 521 164.4 1802 17 0.0 821 1120163 48m 170.0 708 17&0 524 177o 860 170.0 set 170.0 802 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 877 170.0 1417 170.0 880 167.7 1677 170.0 860 135.1 1677 170.0 880 11 &2 1677 170.0 880 WA 60.626 in 170.0 747 170.0 883 170.0 890 17 &0 631 170.0 1048 170.0 881 170.0 It% 170.0 1 723 170.0 1345 170.0 747 170.0 1404 1 I70A 756 1412 1494 170.0 786 IVA 1498 103.0 788 108.3 1498 170.0 786 54 In 170.0 707 170.0 612 170.0 958 1170.01 881 I 170.0 1118 170.0 764 170.0 1275 170.0 803 168.1 1401 170.0 837 1493 1401 170.0 856 124.0 1401 170.0 881 108.8 1401 170.0 661 93.4 1401 170.0 661 60 In 170.0 685 170.0 701 170.0 1083 170.0 797 15&5 1168 170.0 878 13&7 1158 107.0 828 123.3 1156 158.6 917 111.0 1158 148.7 010 92.6 1168 144.5 903 70.3 1168 144.6 883 69.4 1156 144.5 1103 631n 170.0 930 170.0 745 159.8 1049 I7 &0 860 137.0 1049 156.5 860 11 &8 1049 141.7 848 108.0 1049 132.0 838 W 1049 1283 028 70.9 1049 119.3 820 su 1048 118.9 M 58.0 1018 118.0 819 c 081. 18111 056 170.0 759 130-0 958 161.3 804 110.1 988 133.7 785 1042 95S IVA 776 026 056 1128 763 03A 055 10&4 767 89.6 945 8*7410,.11 .8 055 0&7 748 62.1 068 683 748 7210 1283 SM 134.0 697 107.0 80:1 114.9 882 01.8 803 101.1 670 11&3 803 012 559 7t.4 803 $3.9 640 642 803 78A 842 533 SM 7.0 803 89.5 028 40.1 603 69.7 627 $ 781n 109.2 721 114.1 01.0 721 87-0 818 78.0 721 66.1 605 85.3 721 78.6 695 80.7 721 70.1 588 64.8 721 86.4 579 48.8 721 W9.0 721 5&S 664 34.1 721 68.1 883 78In 101.0 604 10&4 898 81.2 684 89.4 687 72.2 884 78.4 670 6&t 864 70.4 687 0&1 054 84.4 888 80.5 S84 59-0 681 421 884 58.1 884 0.3 00 31.6 ON 00.6 534 90In 8 &8 514 87.0 488 543 814 67.3 448 47.0 614 60.0 440 41.1 614 44.8 433 383 814 40.6 427 32.0 814 37.3 421 27.4 614 3.5 814 30.4 408 20.0 614 20.0 403 aS in 54.2 452 65.7 404 452 452 47.0 388 3 &7 452 40.9 380 33.8 452 3&4 304 30.1 452 32.9 378 271 452 303 373 226 452 24 462 242 359 16.9 1081n 3&1 367 38.0 322 31.7 357 327 317 272 367 28.4 312 23.5 367 252 308 21.1 367 227 303 19.0 357 20.8 299 16.9 387 1 3A 357 182 267 11.8 367 16A 283 111 in 35.1 338 353 308 292 330 30.1 301 2 &0 338 28.1 288 21.8 338 23.1 202 103 336 203 M 17.5 338 1 &0 284 14.8 338 163 278 123 338 14.8 273 11A 336 13A 289 1201n 227 289 282 283 23.1 289 23.7 259 19.8 289 20.5 258 17.3 239 1&1 252 18.4 289 16.3 248 13.0 289 14-0 248 11.6 289 12.8 240 &9 289 11.4 238 &7 289 10.4 232 TABLE 5B Anchor Capacity Table (Ibs) AitrhOrCllpPattern9 8ubst.1%. 27¢Comaete 3mconvj mollow cmu Filed CUU Prwoad Natal �e 3118 EfaoUWOm 14'EkoWeean 616• Men 3118 !]eotAwaon 1N"Elool2aaeen 174' S8 Eloo A94e0alor at1G moo Ulmon 10..88 Eteo Ag 80dor /IOBteel Bmew(OS) 812 steel Sweetie H2 Steel screw(0$) Edge IXatmwe 6n): 1• 2.12• 3416• 1• 2.1(2' 1• 2 -v2• r 3.118" r 0.48' 0.64' 0.324• Embedment Qn$ 4• 11 w 1.3x4' r 1414• 1 -110 1414' 1.114' 1410 t -t 0.• r 1.318' 4318" (aeenote 2 414.76• .IB p y de 450ge NO& 1 S. 27011. 2800. 30.4 740@s 4800. 11620. 3250. 420 4 Ambers 1146. Mh O.C. /8landud CUP ft iles WA WA WA WA 3600. WA WA WA WA NIA 00.2 we 6400. 11200. 4 Anchors oar Wn. 0.0.1(2) 248 Aade CUPs(FIg. 3): ile; tNIAIMA a90 @e twlbs 1998@" 540 In Smile, WA Matte 8388. 8800. ibe 6520. WIle; 1120163 3Anehors ® 0.45"W& O.C. 111421p, Irate va'Ah m.6.1g. 4r A WA WA WA WA WA WA WA WA WA WA WA WA 1074 (b" IAWw1F- Mp(FI9 4 0. 2210. 4450. B4 W 1950n 140 tl. 177 D. 970@" 234 @s 332@s 89(0. 1630.0 210x. 280@3 2 Armhole w 1./6.8gn. OA. 1 Flap ft. 4 0. WA WA WA WA 180 @e f6A t0A I4JA WA WA USMs 4200. 6800. ANCHOR CAPACITY ADJUSTMENT FORMULA: =ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUL= CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ti., c. rain r nc vr- r -r, au= me on A .nUn rAr r cnry mu ANt;nVK VALUttj AS I M a IAIVUAI4U L;up. FIGURE 1: FIGURE 2: TABLE NOTES: 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: F,-o-- 0 1 ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE @ i 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .125° THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK(18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST A25" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL urr i i i i 7 M-9 L�iivv� the Florwo LYNN ` No. 50705 � �� t ►sft3 � u�; O •' 3 TE OF i�'ta�•.•. !20RIOP.� .Gib?` S /ONAL A. L(I(l1N MI116 , P.E. FL P.E.B 68706 TABLE 6A Mullion Capacity Table (Ibe(tta) Atlrhor C11 Patterns p Opening Width (for 7sNcally spamUg 8013 601n 701n BO N mullons) or Opening Halght (forbort-Mally- spalDing mulgorfs) so In 100 N 120 in 1401n lea In 1 x 4 x.126 Re4langular Lamgn9 hapiTdang. Laa4ing RaofangWar Coaling 7replydmg 1.earBn9 Reatangular loe8ng Tialk7dnnB. LoedlOg Reafarmiar Laadng Tre07rdang. L mo7n0 Ri -cWdm L -ft '1WId15en9• L4adng Re Loaft heLoa a4mg RLoaft Treoaftg. m7ng R8oadrill r L09fiff8 TrLeadang. L4aBpg Ra01e0gWffi Loaning 1tLoadang, Laad1m a mullion Edge ftleace(la 1• 2.112" q�g 2.112' I 1• �'� 1• 2 -t2• I 5)84 I Embedmara (Ink 13/0• 2 Mch= (w 93a, f Ste ka CIO (fig. t or 2): 39098 4 AnCheas 26.690.0.0.lSlendaldc0p(Rg.4 700164 I-W 39003 1370 460@3 65093 1374• 89090 1410 N. r 052@3 1 -U4• 270163 WA I-UC 28083 680 D3 1 -114• 364 @s WA 1 -1/C 740 me mms 1 -W 468llm WA tub• r 1.38' i-w (sea note 4) 684@3 880 an 1182163 WA --m-m-T 682110 Pew 84093 ^ SAnOh•s ®1.18'LWn. O.C.lSWadxd C0P CEO. 4): 98011. 4 Armhora ®3.56&O.C.I M-Ange t2fps ft. 6): 78093 41 fe 170.0 820 170.0 439 170.0 744 17D.0 478 17 &D 889 1T &0 809 170.0 882 170.0 818 170.0 Me 170.0 52t 170.0 1240 17MO 621 170.0 1488 170.0 821 148.8 1469 170.0 621 127.8 1499 17&e 821 318103 481n 170.0 708 170.0 624 170.0 660 17MO 584 170.0 582 170.0 830 170A 1133 170.0 891 170.0 1278 170.0 577 189.3 1303 170.0 080 130.3 1303 170.0 ago 111.7 1303 170.0 880 07.7 1303 17&0 ago 6OA251n 170.0 747 170.0 683 170.0 095 170,0 631 170.0 1048 170.0 684 170A 1198 170.0 723 18&1 1238 170.0 747 140.8 1238 17 &0 7118 117.1 1235 170.0 766 100.4 1236 170.0 768 B7.e 1238 170.0 768 64 In 170.0 797 170.0 612 170.0 960 170.0 M1 170.0 file 170.0 764 164.4 1188 170.0 803 137.2 1158 170.0 837 123.5 1189 170.0 658 102.0 1158 170.0 581 68.2 1158 MO ON 772 1158 170.0 881 60 In 170.0 865 170.0 701 166.7 1042 170.0 707 142.0 1042 181.1 832 148.7 815 1112 1042 13&8 801 100.0 1042 130.2 791 83.4 1042 12&1 758 71.0 1042 128.1 782 62A 1042 1211 762 83 In 170.0 930 170.0 748 1512 992 163.8 SIB 158.6 992 144.4 790 t3t.0 758 100.8 902 121.4 M 90.7 882 114.8 786 76.0 892 108A 748 64.8 992 take 744 6&7 eel 106.0 744 5813 1584 847 17 &0 789 137.0 947 14 &0 786 118.1 847 130.3 788 117.7 782 91A 847 109.7 739 62.7 947 102.2 727 85.0 &7 98.1 713 88.1 947 84.0 711 01.7 847 84.0 711 72In 135.9 848 142.7 737 113.2 819 121. 7722 07.0 049 10&9 700 $113.4M 90.4 608 76.5 80 89.7 858 87.0 040 81.1 678 Me 848 75.3 869 4&8 648 72.8 562 429 049 72.4 881 78 in 118.0 762 120.7 886 WA 762 1026 652 62.6 762 90.0 840 a" On 04.2 782 742 620 879 762 692 613 48.1 782 MS 802 41.3 762 5&8 887 36.1 782 59.4 595 78In 108.0 724 111.4 634 8M 724 04A 621 7&3 724 US 609 74.4 5W 89.4 724 68.1 581 53.4 724 63.4 583 40 714 673 873 $02 724 64.3 567 33.4 724 589 865 SOW 60.0 543 Me 403 68.0 543 60.7 474 49.7 543 529 458 43.6 543 47.1 458 30A 643 42.8 462 34.8 543 30.0 448 2&0 543 34.9 436 24.6 543 3L1 430 21.7 843 303 428 98m 87.3 478 58.9 4 419 409 478 432 412 SIB 470 3" 408 319 478 349 400 2&7 478 32.0 358 24.9 478 2&1 386 209 476 289 380 17.9 15813 40.3 377 41.1 338 289 377 30.0 330 2&2 377 2 &8 328 22.4 377 240 321 20.1 377 22.0 317 t &6 377 19.0 310 14.4 377 17.1 304 t11N 37.1 357 379 289 367 27.8 313 232 357 24.4 309 209 357 21.0 308 18.6 357 20.1 301 1 &4 357 17.4 584 1201. 203 309 28.6 1 274 21.0 306 21.7 270 18.3 300 102 207 703 309 17.3 20 f44N 17.0 212 172 Anchor Capacity Table (Ibs) Atlrhor C11 Patterns p 8ubstrele: - 2.Tk Cmcreta 316k cam Haul CMU I Filled CMU PT Wood Mete) M TYPe: 3718 doo UbaoOn t /4• d0o Quseon VIS'4a Utreoaf 3118.440 unman 1f4• oco U190m tic as Elco Ag9r24at0r Stir El00 t111e400 114'88 Elan AggeBelor 910 Steel Sta0.48' 6J 612 Steel 847 012 Steal Edge ftleace(la 1• 2.112" 1• 2.112' 3.1/8• 1• 2-IM 1• 2 -t2• 5)84 324' Embedmara (Ink 13/0• 2 Mch= (w 93a, f Ste ka CIO (fig. t or 2): 39098 4 AnCheas 26.690.0.0.lSlendaldc0p(Rg.4 700164 I-W 39003 1370 460@3 65093 1374• 89090 1410 N. r 052@3 1 -U4• 270163 WA I-UC 28083 680 D3 1 -114• 364 @s WA 1 -1/C 740 me mms 1 -W 468llm WA tub• r 1.38' i-w (sea note 4) 684@3 880 an 1182163 WA --m-m-T 682110 Pew 84093 woks 112a9m SAnOh•s ®1.18'LWn. O.C.lSWadxd C0P CEO. 4): 98011. 4 Armhora ®3.56&O.C.I M-Ange t2fps ft. 6): 78093 WA 90003 WA 1758 Me WA 328893 WA 648 ft 760@0 658@s WA 709103 WA 148093 WA 839163 WA 1328les WA 2384 ms 1304 Ws 852163 18601-0 224003 1120@9 aAn4haet $5•Mle.0.0. /(2) ale Moo Cup$MS. 1170@3 4 Mctfof0lf00.4869n . O.C. /UCpp, Into ilg•AivOt (Flg. 7); WA ftDD 1020 W3 WA 2340@. WA 2844113 WA 81016s WA 840169 WA WA WA mew WA imtoo WA 132453 WA 364803 WA 87803 WA .mlbs i260Ne WA Iwo we 1432163 2AMhae ®228'MW. O.QIF�Ap (Flg. Bj: 360163 280169 70503 47803 WA 28093 A 318103 OW3 440583 Otbs 320583 420 We 580583 4 AnW;me ®1.16• M6L O.C.!FCWp (R88k 48093 ldnTC• CAP TUC/1CCQCT 11...- TU - ... ..... •....w.......... WA ...�... _..__......__.__.___.. I6A WA WA 350163 __ WA WA WA W4 WA 652 Me 840583 H201bs FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 0: • • • • • • • F., P-1-0 • • • • • • • FIGURE 6: FIGURE B: FIGURE 7: ANGLE CUP (FIGURES 6&8) MUST BE USED IN PAIRS. nrvunun ufarsswr r -ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM cm. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083 -TB AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .0461 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL / i i i j / i i Ste' 1i 0�•{ .LYNN �` �� • • 1,%CENBE No. 58705 CA �' CIE. • A.114iiMMLIR, P.E. FL P.E.# 68706 TABLE 7A Mullion Capacity Table Ibs ArdwrCOPPallems Opening Width (for vartIca*spamblg mul lofm) or Opening Height (torhodzontally spanning multlons) 661. 60 in 70 in 80 in go in 10010 1201. 1401. toe in 1x4 %.378 Alum. Tube RoalangWm Loading Trepmalm. Loading Recangular Luau Trep?dang. Loading Reo1en00iar Loading Tmpffdana Loading Rectangular Loadtu� IRWIdang. Loading Rectangular Loading Twolumm. Loading We War Loading Tmprflang. Loading ReWa66uiar Loading Tteptmeng. Loading RealengWar Loading TwpRdeng. Loading Reomngaiad Loading Trnpl7dmi0. Loading Mufflon 1 2-1x2• r 2-tm r 3-1j8' r 8.46• 0.84' 0.324• EMbetlmeni(inj I-Mr 1314• 1314' 1314• r 1 -114• 1 -1144 1414' 1 -L4• 1 -tw 1 -114• r I-w 1413^ (sea sole 4) 2 Anclom 0 4.7V Ign. O.G/ Standard C9p(Rg. t or 3W Re 390%s 4801bs 890166 1644 tlm 0%s 280%s 364@1 740@e 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 608 1170.01 992 170.0 610 170.0 1 H 170.0 621 170.0 1240 170.0 621 170.0 1465 170.0 621 170.0 1736 170.0 621 170.0 1983 170.0 521 1850%9 48 in 170.0 708 170.0 524 170.0 We 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 601 170.0 1276 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 680 170.0 1983 170.0 888 161.5 2024 170.0 850 WA 80.82810 170.0 747 170.0 583 170.0 826 1T0.0 631 170.0 1048 170.0 881 170.0 1108 170.0 723 170.0 1348 170.0 747 170.0 1494 170.0 768 00.0 1793 170.0 758 166.0 1819 W11.0 768 138.6 1818 170.0 760 WA 541n 170.0 797 170.0 612 170.0 988 170.0 681 170.0 1110 170.0 764 170.0 1278 170.0 803 170.0 1434 170.0 637 170.0 1584 170.0 868 166.0 1789 170.0 661 137.1 1789 170.0 861 120.0 1789 170.0 861 60 in 170.0 888 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 878 170.0 1417 170.0 614 170.0 1694 170.0 We 155A 1619 170.0 1033 129.8 1819 170.0 1083 I1t.0 1810 170.0 1053 07.2 1619 170.0 1063 631. 170.0 930 170.0 746 170.0 1118 170.0 880 170.0 1302 170.0 940 170.0 1488 170.0 1018 160.7 1642 170.0 1078 14t.0 1542 170.0 1122 117.8 1642 168.8 1155 100.7 1842 1879 1167 88.1 1642 107.0 1157 5 6610 170.0 874 170.0 788 170.0 1189 170.0 80.1 170.0 1384 170.0 1662 i8a8 1472 170.0 1088 1428 14M 188.8 1148 128.8 1472 18&8 1130 107.1 1472 147.8 1166 BfA 1472 148.0 1104 813 1472 148.0 1104 721. 170.0 1063 170.0 1278 170.0 1009 180.6 1320 1882 1101 1320 1320 149.0 1082 117.3 1320 137.8 1088 105.0 1320 128.6 1049 88.0 1320 117.0 1024 76.4 1520 1128 1013 88.0 13'10 1126 1012 781. 170.0 1122 149A 1184 169.4 1013 1282 1184 1399 994 1122 1104 128.7 978 09.7 1184 116.3 964 89.6 1184 107.8 952 74.8 1184 07.0 938 64.1 1161 93.1 827 88.1 1184 923 928 78In 186.1 1124 13x4 1124 147.0 986 118.6 1124 120.8 947 103.8 1124 1t6.6 031 g23 1124 105.8 918 61.0 1124 98.6 608 692 1124 68.0 866 1124 04.3 661 61.9 1124 03.2 878 201. 108.1 844 1170.0M 80.1 844 04.3 736 77.2 844 821 724 67.6 644 T3.3 712 80.1 844 88.6 702 54.0 844 81A 693 45.0 644 642 M 644 50.0 We 33.8 844 47.7 662 Win 89.1 742 9 74.2 742 772 852 83.0 742 872 1141 66.7 742 W.8 631 411.5 742 64.1 822 44.8 742 49.8 614 742 39.8 690 27.8 742 37.0 884 lo81n 628 888 82.1 688 53.8 521 44.7 686 48.8 813 39.1 bag 41.4 808 34.8 680 37.3 498 31.3 888 342 492 JGU 888 2811 472 19.8 We 24.7 111 N 679 668 3 48.0 688 49.5 495 412 858 429 487 30.0 668 38.0 480 320 888 342 473 289 853 312 467 X74243.8 885 24.3 448 '1611 6W 224 442 45.6 476 38.0 476 39.0 428 328 478 33.7 420 2811 /78 2811 414 28.3 476 28.8 409 228 476 24.5 104 478 10.7 907 14.3 478 172 381 1441. 26.4 330 28.7 308 2211 330 224 304 10.9 330 18.3 207 18.6 330 17.0 203 TARI F 7R AnshorCapaoRy Table pbs) ArdwrCOPPallems SuLOOate: 272 Concrete 3.62 Canc. Hogan CMu Filled CMU PT Wcod Mew AncharTypa: 3/18' E7co UOoam 110 Eleo Uhm 5116• Elm ulhac6n 8118' Son utm on fww Igoe ulreo4n 114.88 Woo AoWolar 511V Eloo Lrdm- 114.88 Else A0102ta 11/081,11 BWa7(G5) 01281101 ecfew(06) 11281//1 twowilGB) Edge cislenae(Inj I- 2 -41r P 2 -tW 3-Iff r 1 2-1x2• r 2-tm r 3-1j8' r 8.46• 0.84' 0.324• EMbetlmeni(inj I-Mr 1314• 1314' 1314• r 1 -114• 1 -1144 1414' 1 -L4• 1 -tw 1 -114• r I-w 1413^ (sea sole 4) 2 Anclom 0 4.7V Ign. O.G/ Standard C9p(Rg. t or 3W Re 390%s 4801bs 890166 1644 tlm 0%s 280%s 364@1 740@e 4885m sm @s 118209 MW 420 lbs 680 Om 4AncMm @ 228• MbL 0.G 1 ftmdaW CAp (Ra 3): 700 %3 700%1 680 @s 1410 We 852 %s WA 5660m WA sm lbs t0A We me 141A e52 ms a(O tbs 1t200s SAnchoe @L16•IAa 0.G /Blmtlartl tap (Rg.Ij OMM 14M Its WA WA WA WA MOMS WA WA WA WA WA 1304 ft 1850%9 2240 Me 4 Androm @TMN.O.C. /(2)2r8 Angie C41ps 8�166j 780 gm 766%s 8006m 17660m 32880m SOW 866gm MMs 1480%s W(bs 13nlbs 23040m 652%9 640 %a 1120Om 8Anehore @ 3• AOL O.C.1(2) 256 Angle t2lps (Fig.4 1170ib 1170 %s 1020 %a 2366 gm 2846 6m 810%s SUMS WA 1140W 1404 %a 0201W 3846 %s 078 %a 1266 0m 1690 ms 4 Andmm @ 0.48 Min, O.G I LIClip, We 178"Alms. (Fig. 7j WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1432 ibs 2 Anchor (Iii 228• Min. O.Gf F•C6p(Rg. ej We Me 3MMs 200M 705Ibs 4781bs WA 281p2 WA 318%9 o1m 440%s 0%s 328%s 420 ft 680 Ina 4 Anehas @ 1.16 -Aga. O.C./ F•C9p (Rag 480 %s 700 Om WA WA WA WA I 380 %a WA WA WA WA t4/A 662 %s 810 %s 112D PA NU 1 W FUH THe UI r 6ET CUP, use THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .ANCHOR CAP,_ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPEN [NO. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MWiMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE I: FIGURE 2: FIGURE 3: FIGURE* ri FIGURE S: TABLE NOTES. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • • • • • • • • ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDUOR OPENING WIDTHS IS ALLOWABLE. • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS FIGURE 6: FIGURE 8: FIGURE 7: SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES. • e • • • • • • • • GROUT- FILLED CONCRETE BLOCK U�NCMUMSHALL CONFORM TO ASTM C-80. WOOD 8HALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 808346 AND BE A MINIMUM OF . 126• THICK. STEEL STUDS TO BE A MINIMUM OWE 33 AND .046' ANGLE CLIP (FIGURES 6848) MUST BE USED IN PAIRS. THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEA3T.126' THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. j aka ��• .( 411.1. * ' No.68705 * ' per•, 13TH E F A.S4 IQ NC[911t �r=. FL P.E.# 58703 TABLE 8A Murton Capacity Table M Opening WkM" (Mrry BwU y apart" mullions) or Opening Holght (tortroAzoreall -spa mbV nugon9) &pt Catty. Bo In 00 in 701n In so in 100In 1201n 14 In 1801n 1.26 °X 3.188" x Realwalar Lwdng Twp/lnang. loadng RaotmWlm Loading Twoniat0. Loading ReclengWer Loading I Twp/rdang. Loaft Reoferlgutar Loadn9 Trepa&M taefg ReotmgWet Loading Trep/Mmg. Lwdng RedwyAN Lmdtng Treeaieng, Loadng Reatesular Lwdag TrepRAang. f.oadno Iced -gular Loading Trop9deng. Loadng Remm9dar I Lwdfng TM 0.10.110. Lwdq .2611" Alurn Tube Mug r 149' 0.64" 0.324° 2 Anchm F- mbedwmd Mk 0.4 /awnewd p(Fig. 1k 13W' 390 i I I! i 'P q0 1.114, 270 1 i 2801bs 1.114' 3541W 1.114° 740110 1 -u4° 48Bp0 1 -tW 884110 r 1182tbs 1.918' WS 1.316° 42050 (aee note 4) 6W 80 ro mw mm 4 Atwtwra ®1,16' tOa 0.4 /Standard COP (F�. 480 an 700Its WA WA WA WA 380110 WA WA WA WA WA 862110 840013 1120 it0 42N 170.0 620 170.0 435 170.0 744 170.01 478 170.0 BBB 170.0 808 170.0 992 1709 619 170A 1118 170.0 621 170.0 1240 170.0 621 170.0 488 I= 621 170.0 1738 170.0 821 161.6 1788 170.0 821 138 ft 461n 170.0 708 170.0 524 170.0 660 170.0 684 170.0 992 .70.0 630 170.0 1133 170.0 681 170A 1275 170.0 877 170. 417 rroo Bea 154.6 INS 170.0 680 132.7 1618 170.0 860 110.1 1808 170.0 850 60.0261n 170.0 747 170.0 863 170.0 see 170.0 631 1170.0 1048 170.0 584 170.0 ItS5 170.0 723 170.0 1345 170.0 1 747 167.0 1468 170.0 768 1382 498 170.0 788 119.3 1488 V0.01 788 104.4 1488 1170.01 768 641n 170.0 787 170.0 612 170.0 868 170.0 70.0 111e 1710 764 170.0 1276 170.0 803 163.1 1378 170.0 837 148.8 1378 170.0 868 122.3 1378 170.0 set 104.8 1378 170.0 881 81.7 1378 170.0 881 60In 170.0 886 170.0 701 170.0 1083 170.0 589 1168 17x0 878 13&0 1188 WA 930 123-$ 1188 186.8 018 1112 1188 160.0 812 92.7 1168 144.8 803 78.4 1188 14.8 809 8 &8 1158 144.0 806 631n 170.0 830 170.0 745 160.1 1081 17 &0 372 1061 1639 662 1201 1051 142.0 848 100.7 1051 1323 837 08.1 1081 128.7 630 80.1 1061 119.6 022 089 1051 118.1 821 80.0 1051 119.1 821 BB In 167.1 867 170.0 789 139.3 987 161.6 18.4 067 134.0 780 ta1.4 857 121.8 717 92-$ 987 112.8 787 83.8 967 108.8 7W e8.8 967 ISSo 760 88.7 087 889 748 82.2 867 8&9 748 721n 12&7 804 1352 888 107.3 804 1162 1.8 804 101.3 871 80.4 804 01.4 680 719 604 84.1 960 64.4 804 7&8 043 83.6 804 723 833 48.0 804 699 629 402 am 69.8 628 70 In 108.4 722 114.4 830 812 722 872 82 771 88.3 008 68.4 722 78.7 688 60.0 722 70.3 885 80.7 776 66.6 880 45A 722 69.11 670 39.1 Pit 88.7 686 342 722 60.2 694 781n 1012 688 1038 600 84A 895 80.6 23 866 79A 877 833 Bey 70.6 888 662 686 64.6 660 60.8 886 40.1 653 422 686 61.3 643 30.2 685 51.4 637 31A 665 80.7 638 90 N 659 618 68.0 457 649 618 57.6 7.1 616 60.1 441 412 616 44.7 434 38.6 618 40.8 428 33.0 818 37.4 422 27.6 615 33.1 413 23-$ 810 30.6 407 20-$ 615 20.1 404 981n 64.3 463 669 404 45.3 463 47.1 &8 483 41.0 39f 33.0 483 36.4 388 302 453 33.0 378 27.2 463 30.4 374 22.6 453 26.6 368 19.4 483 24.3 380 17.0 453 229 368 tOB fn 38.1 368 38.0 873 SiB 368 32.8 7.2 388 2&4 313 239 358 262 308 212 358 22.7 304 19.1 386 20-$ 300 189 368 18.0 293 tt11n 35.1 338 35-$ 306 283 338 501 8.1 838 28.1 287 220 338 23.2 293 19-$ 338 20.6 299 17.6 338 19.1 285 IZOIn 27A 280 283 281 232 280 239 &9 260 ZOA 268 17A 280 182 283 1 5.4 280 18.4 248 144 In 18.1 201 183 188 ABLE 8B An her Capitally Table ([be) SUbStaI C 27k Conmele &pt Catty. I Hallaw CMU I FM d C68J PT Wood mew AncfwfCApP8U9n19 AnctwrTypx WIS' Men Igtwcon 114• Elm Ntwwn 6116" FJw Wlwaa 31117' Efuo uIlrown U4' Elmu6wom 1/0 83 Elm A9greWar 8116• F3ao u6rawn 114" S8 Elm Aggmftw 91081sel S4ww(85) 01281e1 Scw&(GM 112 Sled Scw(G5) Ewe ustaaoa (Ink r 2 -117 r 2.112• 3.11r T. I 2.vr r 2-1w a mw r 149' 0.64" 0.324° 2 Anchm F- mbedwmd Mk 0.4 /awnewd p(Fig. 1k 13W' 390 -14r 380. 144° 45D it0 I-W B901b9 'P q0 1.114, 270 1 i 2801bs 1.114' 3541W 1.114° 740110 1 -u4° 48Bp0 1 -tW 884110 r 1182tbs 1.918' WS 1.316° 42050 (aee note 4) 6W 80 ro mw mm 4 Atwtwra ®1,16' tOa 0.4 /Standard COP (F�. 480 an 700Its WA WA WA WA 380110 WA WA WA WA WA 862110 840013 1120 it0 4 Ammw QT MhL O.C. 1(2) 2drAngla Cope f. 3k 4 Amhme @ 0.4S' U41. 0.41 UCOp. into 11r AOm. (Ffg. -* 7601. Teo lbs await, 1880110. 1698rw Was Noon, WA 780110 We Me WOrw 2364 ms CUM, 84000 112090 WA WA WA WA WA WA WA WA WA WA WA 19A WA 141.0 1432Itm 1AmWwIF- C0p(Fl94 186NS 195 V 225 Ws 1 446@s 822 Ms 138 ft 14010s 17700 37016s 2301he 932 8.91 k0. 1890.0 210 @s 280 @a 2 AaWpm 6 1.18' WA 0.41 FCOp Mg. qj "t ^TE• FOR THE 24000 `• ^• • ^^ 1 3501bs WA 1 WA WA WA '180 @s WA WA WA WA WA 328 p0 420 Ns 8e010s OFFSET CLIP, USE THE SAME FIGURE 1: r 3: FIGURE 4: FIGURE 6: • • • ^ATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 2: ANGLE . • CLIP MUST BE USED IN PAIRS. FIGURE 6: • ANCHOR CAPACITY ADJUSTMENT FORMULA: (D �) x ( ANCHOR \ =ANCHOR CAP.„, `MULLION CAP.,,a,,,,,� USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-28. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF CA& ALUMINUM SHALL BE 8083 -TB AND BE A MNIMUM OF .126" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 046' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i oY KRUM g( LYNN M7(� vim `aC'�`.•�10ENSF''tiF�Q it • No. 68705 -``�� A LY�N i' 19@ y P.E. FL P.E.# 58705 to S2 U. TABLE 9A Mtdgon Capacity Table Oboe)® + Opening Width WWII - spemilgmlillom )orOpening Height (for tmv FtW-spaMngmoOOna) 8010 rial loin in BON 10010 120 in Noon IW10 Reotenguter T7eplTdang. , pwangular Trep7Tden8, Re0ie1191dar Tra4manO Raolen9lda Trefd7dwtg. ReoletlBder T.PRdano, Reotetmuter Trep/Tdwg. Reoinn8olar Tiapffftl. Rectenmow TrBp11118". 2x4x.26 Loafing Lwdng Lo�Btg �Loada9^ Lmft Loft Load ryt l.oe+tng I.Z. Loading Loafing Loafing Loafing Loedn9 Loaft Loaft molon N`tL'tt� O �xy h 11 s a dp 4210 170.0 620 170.0 439 170.0. 744 170.0 478 170.0 886 170.0 BOB 170.0 882 17&0 818 1TOA 1116 170.0 621 17a0 1240 170.0 52t 170.0 1488 170.0 821 170.0 1738 170.0 821 17MO 1883 1710 ON 4810 170.0 708 170.0 624 170.0 890 170.0 684 170.0 892 170.0 630 170.0 1135 170.0 881 170.0 1278 170.0 an 170.0 1417 17x0 880 170.0 1700 17x0 We 170.0 1883 170.0 880 170.0 2287 170.0 869 .8 &E2810 170.0 747 170.0 563 170A We 170.0 631 /70.0 1046 170.0 684 170.0 1186 17&0 773 170.0 1348 170.0 747 17x0 1404 170.0 788 170.0 1783 170.0 766 170.0 2092 170.0 768 170.0 2381 170.0 768 84In 170.0 787 170.0 812 170.0 869 170.0 Sol 170.0 1118 170.0 784 170.0 1278 170.0 803 170.0 1434 170.0 837 17&0 ISM 17x0 868 170.0 1819 170.0 881 170.0 2231 170.0 001 170.0 2880 17x0 881 6010 170.0 BW 170.0 lot 170.0 1083 170.0 An 170.0 INS 170.0 878 170.0 1417 Rao 814 170.0 1694 170.0 988 170.0 1771 170.0 1033 170.0 2125 170.0 10.83 170.0 2478 170.0 1083 160.8 2880 170.0 Ion 6310 170.0 8SD 170.0 745 170.0 1116 17&0 aW 1710 1302 170.0 040 170.0 1488 170.0 1016 17&0 1678 17x0 1078 170.0 1899 110.0 1122 170.0 2231 170.0 1189 160.7 2853 170.0 1171 148.8 2863 170.0 1171 8810 170.0 074 170.0 788 170.0 1169 170.0 803 170.0 tW4 170.0 1002 170.0 1658 Me 1088 170.0 1753 170.0 1185 170.0 1848 170.0 1210 170.0 2338 170.0 1278 161.0 2437 170.0 1288 192.0 2437 170.0 12BO 7210 170.0 1083 170.0 878 170.0 1276 17x0 1008 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1813 170.0 1318 170.0 2125 11&0 1387 14&9 M84 170.0 1486 124.8 2184 170.0 1829 10&2 2184 170.0 1830 7810 170.0 1122 170.0 937 170.0 1399 170.0 1080 170.0 1070 170.0 1209 170.0 1784 170.0 1322 165.1 1980 170.0 1421 148.6 1969 t70.0 IWO 123.8 1880 181.6 1848 100.1 IWO 154A 1838 022 1869 1827 1831 7810 170.0 1181 170.0 887 170.0 1381 170.0 1118 170.0 1811 170.0 1269 170.0 1842 170.0 13611 1827 1881 17&0 1474 197.4 1881 183.1 1800 1143 1881 147.3 1479 982 1861 138.8 1459 86.0 1881 137.8 1454 W In 170.0 IWO 1740 1144 149.1 IWO 16&0 1218 1273 IWO 138.0 1188 111.6 IWO 121.3 1170 09.4 1398 11&2 1182 6&B 1398 101.6 1147 743 13M ODA 1122 838 IWO 627 1108 588 1398 78.0 1088 W 10 147.4 1228 1813 1098 722.0 1229 127.8 1079 108.3 1729 1112 1081 8T 1228 68.9 1044 818 1228 693 1028 73 7 1220 924 1018 81.4 1228 722 993 827 1225 88.0 87/ 481 17/8 62.1 887 toBN 103.6 071 10&8 877 88.3 871 Sao BGL 748 871 TI.2 848 84,7 871 as 837 873 871 613 825 61.8 871 883 818 43.1 071 49.0 725 37.0 071 44.0 782 32.4 871 40.8 771 111 N 894 818 87.3 832 7&5 978 818 818 88.1 019 708 8011 t8 828 784 53.0 818 W.7 784 47.7 818 813 774 3&7 818 44.8 769 99,1 818 402 742 28.8 819 37.1 732 12010 7&8 788 783 778 828 IW 843 706 83.9 769 83.8 --11-r4-7.2 769 48.4 BW 413 769 44.4 877 97.7 TW 403 888 913 788 54.0 883 27.0 769 31.0 891 23.8 769 2 &4 691 14410 417T-50 442 694 38.4 848 378 488 312 946 37.9 481 27d 948 282 488 24.3 848 283 478 21.8 848 228 474 182 878 163 484 i8A 846 173 459 13.7 846 18.8 448 TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor CapaDily Table (fb9) SubWmta 278 ete 3.611 C034. HWmv I Med CMU PT 00d Metal (DP-) X (ANCHOR CAP..,�,a,,,\ =ANCHOR CAP. MULLION CAP. a, 616'P.Loo 114.90. Elm 5116' Etc* 1 14168 EIoo al0 steal atz steal #12 Steel AnrluTCppPatlem5 AnohaT7p10 3118 ElwUleaw 1/4•alwi50eo0n UUeeon 3118 ElwUlraoon U4 0wlAhaoon AftmMeta, tlmacm AOtreOeta saaw(CB) Sormv(C8) Somw(C5) USE THIS FORMULA TO OBTAIN THE ANCHOR 0.0.90 de10wa 1011: 1• 2-f/r r 2- 3 v0. r 2 -Ire V 2 -ur r 3.1169 r 1R1r &64' 0.3241 CAPACITY REQUIRED" CORRESPONDING TO AN Embedtaenl flnx 1.314' 1.314' 1314• 1314' r 1414' 1 -U4' 1104' 1 -v4• 1 -U4' I -vr r 1318• 1.978' (aea aoto ACTUAL PRESSURE REQUIREMENT FOR THE 2.0 1706.0 @4.78'MIn. O.C.f 6tmtdatd COP (Fig.(or2): 369IDe 0. W1b6 890106 16440. 2700 2W@6 364 W0. 7 488 On On 1182166 325160. @e 8801. OPENING, WHEN IT IB LOWER THAN THE MULLION 4Amhpe @2A8'tdin.0. &18ieadetd COp (Wg. 3x 740166 74DIhv 630166 1485I66 1474D. WA amma WA Moo WA -WOO WA 652 We 9405. 1120 the CAPACITY (FROM THE TABLE) OF THE SELECTED 6Atroha6 ®1.71• MN. O.C. I Standard CUP ft. 4): 888 ro9 OW 788160. 1946. WA WA 705 Me WA 789 Om WA WA WA 978 Um 1269 g. IWO SO MULLION. IT WILL YIELD A MINIMUM ANCHOR 4 Atro6ore @3• 0.0.1(2) 2�BAngle SEE 4 man 8690. 18WIbs 1598168 0 we [be WA No mile 869 Um Iha 6520. 9408. 11200. CAPACITY WHICH MAY BE USED TO QUALIFY O Aeohom @ V MN. O.C. 1(2)NO Mole atf.(Fig. R. Unlike IROms 10205. 2340x. 2e44g. of some WA 1140160. 409 On /320.0 1 3849 ree 1 978 We 1 1200W 1 1669 PA ADDITIONAL ANCHOR OPTIONS FROM THE 3And m @ 1.34• Lite, 0.0.1 U(cp• Nto U ANm, (Big. 71: WA WA I WA WA WA A A WA W WA WA A WA WA 4 ANCHOR CAPACITY TABLE. SAwhae @ 0.64• M6L O.C.I UMP, Into 1/8` ANtn. (FI9.8): WA A WA WA WA WA WA WA WA WA WA WA WA WA 21 0s 2Arohma @2W'61N.O.C.I PC Op 1110. 0k 9709. 9700. 315M 743103 712@0. WA MO P. WA 348 WA 440166 I4/A 3285. 4200. SWNe 3 Atxhae @1.71•tAa.O.C. /F- (FIg.10): 300Ibs WOMB 340100 7806. 048160 2708. 280166 WA 380Ine 4W1b3 440tbe 1I�0. 328103 2505. 8698. �CIRCI ED VALUES ARE USED W THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2 000• • • • • • • TABLE Z � N (J � W pp a tCCC Z Q. r 8f V X Q ?� d N O Q � ��A •RODUCf REVISE complying tvhk ft Florida uildiag Cola cooplaneo NO 7 udo urtCetnro SHEET • • 1) SEE SPIFFY t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR 17111111111/1 INFORMATION ON LOADING. SEE SHEETS 24 FOR • • • • • GENERAL INSTALLATION METHODS. FIGURE 0: FIGURE 6. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOROPENING WIDTHS 19 ALLOWABLE. • • • • • • • • • • �• 4000• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 1 &20.OLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1820. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS FIGURE 7.' FIGURE 8: FIGURE 9: FIGURE 10: • • • • • ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (FIGURES USED (LUM) SHALL CONFORM TO /U9TM G90. WOOD SHALL OF BE THICK STEEL STUDS TD YELLOW MINIMUM PINE WITH AN SG OF 0.65. • • • N1IN PAIRS. GAUGE STRUCTUBRALBSEEL TO BEAT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALLLEEXTEND AT LEAST 3 THICK (SC1REW x' X 4' X 2b• td1ALI0N • • • • • THREADS BEYOND THE MATERIAL ® t = * t NC. 59705 ' N 14513 1513 •' ru 0 �'• STA E O �l1 �i ' ,• FCOR1Op•; ' _� . �i � • •.• • "�� '7iS,SrO/ �N1 LAtL 1�C, �" A. LYNN MI W.ER, P.E. FL P.E.# 58705 TABLE 10A Mullion Capaolly Table Obaft) ening Width (for Ig mdLE 8) or Opuning Height (forhorizarmrdealfyssperr ing n uQtons) 3.5k Coq. 801n 60 in 701m 1 00 in 80N 100N 120 In 140 in 160N 2 x 8 x 25 Reolarmufar Loacbs I Tfawmm Lea09 Realaneuler Loar2ag TfapTden9. L-09 ReotangW L=ft Tmll/rdmg• Loading Reolangulm Loadag TwpTdana Lome. Reotarolar Loaft TroWTdmia. Loeft Reotenxiar Loading TlapfTdMra Loading RedwWar L-ft Tregniang. Loading Raofan8dar Lm dag TMO dmfl. Loading Re"FIN Loa ft Tmplyden9. LO-Im Alum. Tuba Mullion 3-Ur 7 0.46" OA4' &32C am6edment (Inr 1374* 1374* 1 11V41 113w r 1 -114- 1 1.114- 1 -114* 1.1fC 1 -114- 1 -'U4- 2` 1375 1315 (eea mle4) 2 Anchors is 4.78' WE 0.0.1 MOdard COP (Fla. I of 4. 3009. 390163 800 W. 1844 Ms 2701bs 280 W. 384 740 4681ba 604 R0 1182as 328 roc 420 Wm 42in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 110E 170.0 082 170.0 610 170.0 HIS 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1768 170.0 821 17060 1083 170.0 621 1680 Ns 48N 170.0 708 170.0 VA 170.0 060 170.0 880 170.0 892 170,0 830 170.0 1133 170.0 661 170.0 1278 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 660 170A ISM 170.0 ON 170.0 2187 170.0 800 WA 60.828N 17&0 747 170.0 683 170.0 898 170.0 631 170.0 1096 170.0 084 170.0 1195 170.0 723 170.0 1346 1740 747 170.0 1404 170.0 760 170.0 1703 170.0 788 170.0 2002 IMA 780 170.0 2301 170.0 768 2 Anchom ® 4.88" IAmo. R 1 Fix61(Fl. 10k 64In 170.0 7W 170.0 612 17&0 068 170.0 fief 170.0 111$ 170.0 784 170.0 12M 170.0 803 170.0 1434 170.0 837 170.0 1504 170.0 808 170.0 1813 170.0 801 170.0 2231 170.0 861 170.0 25M 170.0 881 60In 170.0 885 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 878 170.0 1417 UA0 944 170,0 1699 170.0 098 170.0 1771 170.0 1039 170.0 2125 170.0 1083 170.0 2470 110A 106.1 170.0 2833 170.0 1063 63In 170.0 930 170A 745 170.0 1118 17&0 850 170.0 1302 170.0 040 170A 1488 17U 1015 170.0 1673 170.0 1078 170.0 1869 17&0 1122 170.0 2231 170.0 1169 170.0 2603 170A 1171 170.0 2976 17&0 1tT1 68N 170.0 874 170.0 789 170.0 1188 170.0 003 170.0 1384 170.0 1002 170.0 1850 170.0 1006 170A 1753 17&0 1155 170.0 1848 IT&O 1210 MO 2= 170.0 1278 170.0 2727 170.0 1288 170.0 3117 170.0 1288 �r 72N 170.0 1083 I70A 876 170.0 1276 170.0 1009 170.0 1488 170.0 1128 170.0 170D 170.0 1228 170.0 1813 17&0 1318 170.0 2128 170.0 19W 170.0 2880 170.0 1486 170.0 2976 17&0 1626 170.0 390D 170.0 1630 78In 170.0 1171 170A 037 170.0 1346 170.0 1080 170.0 1570 I7&0 1200 170.0 1784 17&0 1372 179.0 2019 17&0 1421 170.0 2243 170.0 1505 UA0 2892 170.0 162e 170.0 3140 170.0 1884 170.0 3689 170.0 ITOS 78 N 170.0 1151 170A 987 170.0 1381 170.0 1118 170.0 1811 170.0 •2110 170.0 1842 170.0 1389 170.0 2672 170.0 1474 170.0 2502 170.0 1884 170.0 1700 170.0 3773 170.0 1777 170.0 3883 17&0 1798 9010 170.0 1328 170.0 1144 170.0 1584 170.0 1328 170.0 18.99 17&0 1498 170.0 2125 170.0 163 170.0 2391 11&0 1793 170.0 2858 170.0 1818 170.0 2125 156.0 3413 170.0 2273 13&6 3413 170.0 2381 96 in 170.0 1417 t70.0 1232 170.0 1700 17&0 1434 t7&0 1083 170.0 ISM 170.0 2287 170.0 1704 170.0 2860 17&0 1952 17&0 2833 170.0 2095 160.0 23W 137.1 3199 166.6 2470 12&0 3190 16&t 2428 IOBN 170.0 1694 170.0 1409 170.0 1913 17&0 1847 170.0 2231 170.0 1870 170.0 2650 170.0 2078 164.8 2781 170.0 2271 148.3 2781 101.0 2333 128.0 $2763170.0 7281 105.9 2781 128.0 2234 9L7 2781 t1 &O 2180 111 N 170.0 1698 170.0 1484 170.0 1988 17&0 1700 170.0 2183 170.0 IB32 170.0 2821 170.0 2140 181.8 2832 1823 2245 196.0 2832 148A 221E 113.0 2168 07.8 2032 116.1 2126 68.4 2032 108.3 2098 120N 170.0 1771 170.0 1886 170.0 2126 17&0 1&% 164.4 2262 t59.0 IBBI 135.1 2262 141.4 1964 12&1 2262 1272 1938 108.1 2752 1181 1818 901 1872 772 2252 88.9 1838 ET.6 2294 81.4 1808 144N 126.1 16H 1282 1445 104.3 1661 10&1 1426 88.4 1864 91.5 1407 782 1684 80.7 1390 68.6 16M 723 1373 626 1889 60.7 1358 621 1390 447 15M 402 1305 39.1 1S8d 4d.4 12&4 ABLE 10B Anchor Capacity Table (lbs) euletmte: 27k COrdme 3.5k Coq. HOW= FWIed CMU PTWwd mew Anchor Clip Anchor Type: 3718' Eton Ulnaoon 114* Etwultraoon 618" E100 uWmaon SW Eloo Uinaaon 1W tl*o LW a= W aS Elan AggmGalor W16` E(oo U9maan V4- 88 Elm Ae91G11 r #108tee1 8.m(e5) 01281W eorea(o6) 0128ted 80rewfa6) Edge tllstanoe 0.n$ 1° 1 2-'112° I" I 2.1/2' 3-115 1° 1 2 -10 T 2 -'112° 2' 3-Ur 7 0.46" OA4' &32C am6edment (Inr 1374* 1374* 1 11V41 113w r 1 -114- 1 1.114- 1 -114* 1.1fC 1 -114- 1 -'U4- 2` 1375 1315 (eea mle4) 2 Anchors is 4.78' WE 0.0.1 MOdard COP (Fla. I of 4. 3009. 390163 800 W. 1844 Ms 2701bs 280 W. 384 740 4681ba 604 R0 1182as 328 roc 420 Wm 180 -m 4 Anchore 104.85 Min. o0.! W COP IFN. 31: 780 780 Wm 1760 W. Os 840168 6BOIbs 708 N3 14801s 8380. 1109 @s 2384 W. 852 W. 840 W. 1720 p. B AnOhae ®171• Idle O.R I614nd8rO CWp (FIE. 4k 1180 Ww 1400 as 259E 0. WA WA 040 pre WA 1066163 WA WA WA 1304 I. 1M an 2240 4 Ar.hm @ T Mia 0.0. / (2) 2x6 Angle CSpa lFla 6); Mao 780163 K450rm 1680 Ns 16869. 6401b0 SW 0. WA 780lbe 030163 am Wm 2384 n0 882 @3 840 0. Ma tae 8 Aaeh -403• MUL 0.0. lr2)218 Angte CeIn INN. 4 1680160 Male 3120Ns 3792We 1680 Re 1120163 WA 1620Ws 1872 On 17600. 4728ms 1304 N0 18801he 2240lie 12 ABOhore 491.8' Min. O.0. / (2)218 Angle CWps [Flg 7$ 16601DS 2100 Ws 3780 W. WA WA 1320 W0 WA 1800163 WA WA WA ISM N3 2820 W. 3300168 4 Aaah m Q I.W Mb1. O.0. / UL9p hdo U8• A1um. [F7a 8): WA WA WA WA WA WA WA WA WA WA WA WA WA 1432 Me 8 kwhom ® 0.04- Min, O.0. / UCWp. 6801!5 Akan (Flg. 8J: WA WA WA WA 18A WA WA WA WA I WA I WA WA WA 2884 @3 2 Anchom ® 4.88" IAmo. R 1 Fix61(Fl. 10k 3(A lbs 39DIha 48008 880163 1632 ms 270 W. 280 @3 309 UM 1400. 463111 882110 1182168 326 W. 420 W. WO Na 4 Arwhom Q 1.71° IAa O.a iMP tFig. 1'I}: 612 Wm 700160 808 Was 129E tbs WA Nth 4700. WA M Me WA WA WA 6520m 1 8401. 1120168 M11 .n.m 411r'AW J 1 =ANCHOR CAP._ THIS FORMULA TO OBTAIN THE "ANCHOR 4CITY REQUIRED" CORRESPONDING TO AN UAL PRESSURE REQUIREMENT FOR THE NING, WHEN IT IS LOWER THAN THE MULLION ACITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR ACITY WHICH MAY BE USED TO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE & FIGURE IR FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. T11 • • • • • • • • • • 3) MULLION AND MULLION CURS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE & FIGURE 11: FIGURE 7: SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • o • o • • • CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT FI • • • s • • • • (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 4-90. WOOD SHALL BE PRESSURE -TREA MUST BE YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6063 -T6 AND BE A MINIMUM OF • • • • • • • • USED IN THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046- THICK (18 GAUGE). STRUCTURAL STEEL. PAIRS. BE AT LEAST .126° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 4f�r< 1h0Flmld6 V 11 ,111 ///, ' �tCEA1S�c '•�F.Q �: ' No. 68705 10 Is C �Q •'• • STATE ((J` A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE I1A Muillon Capaefty Table Ibee Opening Width (forvadca*spawing mWon4) or Opening Height (W hollzonla "panning mWon9) mcaroj 80N 8o to TO In 8o In so in 1 i 120 in 1401n 160 in 1.28 °x2.11° RealmigWar L-ft Trap115ere. Loadlro Realarguiar Loa88,g Tarp /rdeng L-10M Reatmgutar Lcacnm 7reyrrimg. Loadlog Reefergaim Loading TnrpTdang. L-ft Reatenplder L-ft TtepTdang. Loading lieOfar4lWm Lo-v hap?dang. Loading ReOlangaiar LOaN08 Tre{Yftlmg. Leetll09 Redengt:m LoatPog TOgYrdet4{ Loaft ReoterSaiar Loafto TrapTdmlg. Loading x.126 °Alum a32r enl ((o} 1317 I 1.374' I 1314 13rr T 1 -14• 1414 1 -14" 1 -Ur 1 -Ur 1- r Y 1318` 13)8' (eee rote 4Anchwa ®Y1dln.O.C.r(q 2t8 Angie COpa (F79•i}: 780 R. 7801 GOD. 1000IW 1898Wa 610 fba 880 A 700 e>s Ws 8821 B4olna 1 Na 42 in 1442 828 18701 428 1202 626 410 1030 626 13x8 414 00.1 628 1348 4N gal 828 134.1 411 721 628 134.1 411 60.1 826 13CI 411 61.6 626 134.1 411 45.1 628 134.1 411 48 in 068 403 108.0 333 800 403 326 600 403 68.4 MO 60.4 403 814 317 637 403 79.1 315 403 403 708 314 40.3 403 780 $14 34.6 403 78.8 314 302 403 708 314 60.625 In 823 382 81.0 301 68.8 362 204 58.8 362 71.8 289 61.8 382 67.2 288 407 362 848 284 41.2 362 a38 283 343 362 63.8 283 11 28.4 382 63.6 283 28.7 362 636 263 6410 070 318 74.1 207 68.6 318 [MU 281 48.6 318 57.7 288 424 318 630 283 37.7 318 6MO 260 no 348 49.5 249 28.3 318 441 248 242 318 49.1 248 21.2 318 401 248 60 W 446 288 631 218 41.2 289 214 30.3 286 40.7 210 348 268 372 207 27.5 258 34.8 204 247 258 33,4 203 tae 288 322 201 17.7 268 322 201 148 288 322 201 631n 42.7 234 45.8 200 380 234 195 348 234 34.7 182 28.7 234 31.6 189 23.7 234 28.4 188 244 234 28.0 184 170 234 28.6 183 16.3 234 26.6 183 134 234 20.6 183 68In 372 213 39.4 183 31.0 213 178 28.6 213 29.8 176 23.2 213 27.0 173 248 213 2&1 170 18.8 213 237 169 15.6 213 722 187 133 213 220 168 11.6 213 220 180 721n 28.8 179 341 155 239 178 250 152 244 179 23.6 148 17.0 179 243 147 too 178 16.7 148 78N 243 161 26.4 1 140 20.3 181 21.6 137 170 181 180 198 16.2 181 17.0 133 7810 226 152 236 1 133 11&8 182 18.9 131 116.1 1 152 17.8 128 TA13LFI1R AnohorCapactly Table (IbS) 8ubatrato: 27k Comrate mcaroj Ho84n7CMU fl6ad CMU PT ood MOW Alxdnr COP Patlem3 AOOhor TYPa 3f18 Elm UUaom va• 00018 rman x118" Eloo uww' n 3118` Fade unta m Ur 81 Uhaeon U4' SS W00 Agg eaalar 016• Bloo tg0aoon tr4" 88 Eton AsTe0etar 410 steal emew(L48) e12 steel gars v(C48) 812 Wed &-i") Edge Mwome(f0): 1' 2 -12• 1 1• 1 24A1 3-tv 1• 1 2 -U2` r z•tYf r 3410` T oa8" ae4" a32r enl ((o} 1317 I 1.374' I 1314 13rr T 1 -14• 1414 1 -14" 1 -Ur 1 -Ur 1- r Y 1318` 13)8' (eee rote 4Anchwa ®Y1dln.O.C.r(q 2t8 Angie COpa (F79•i}: 780 R. 7801 GOD. 1000IW 1898Wa 610 fba 880 A 700 e>s Ws 8821 B4olna 1 Na TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 1• 2) LINEAR INTERPOLATION BETWEEN MULL LENOT14S ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G80. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN Be OF 0.65. ALUMINUM SHALL BE 808346 AND BE A MINIMUM OF .126- THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .126• THICK AND AW. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL - ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIREO' CORRESPONDING TO AN ACTUAL- PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUOP CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. i i i5x ` No. 58705 STA E : • <f!� �''!�iS�bNAL1E��`• A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE12A Mullion Capacity Table 3/82 Opening Width ( lorllel5oWspa121ngnrAons )or Opening Height (for hoflzmft spet79ngminors) 2.7k COnwele 601n 801n 70 In 60 in 90N 100M 1201n 1401n too la 3.25 °30 Rentenwar L-&V Treplydagl. Lmong Rem noulm lasrica lieMden& 1.031108 Reatenfelnt t03ft Ymp/rdeng. Loaft Reolansfar Load'ag Twdmlg. 1,08 ft Remengulm LOadag I Trep/Tifem. Ua11ng Raole Iar I.oedn9 I TraplTdang• I.0aft f c 1.oadng L-ft Loafing TL�mMg Lmdm TLuaA DEG. AL BAY MULL f r 0.48• 0.84' 0.324• Erobeftenl M): 1x14' 1-314' 1314' 1314• r 1 -1/4• 1.114' 1.1.4' 1.1/4• 1.114• r 1418' 1.3wr (seenoleQ 2Atlebme(d!6.58&O.C.1(2)2n8*Wo COpe(Rg.1): 390 @s 380168 450Ws 800 @s 17000 270@4 E2-11W1' SMme moms 4860s mom 328103 42N 170.0 820 170.0 436 170.0 744 170.0 478 170.0 886 170.0 608 170.0 882 170.0 6t9 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1738 170.0 621 148.1 1740 170.0 621 481n 170.0 708 170.0 524 170.0 880 170.0 884 170.0 892 I 170.0 830 170.0 1133 170.0 fief 170.0 1 1276 1700 677 170.0 1417 1740 880 1522 1622 170.0 680 1308 1622 170.0 880 1142 1822 170.0 668 6OA2610 170.0 747 170.0 563 170.0 898 170.0 831 1708 1048 170.0 684 170.0 1188 170.0 723 170.0 1348 170.0 747 1642 1443 170.0 768 138.9 1443 170.0 768 117.3 1443 170.0 768 1028 1443 170.0 756 54 in 170.0 797 170.0 012 170.0 ON 170.0 691 170.0 1118 170.0 704 170.0 1275 1708 803 19.4 1353 170.0 837 1442 1353 170.0 Sea 120.3 1353 170.0 881 103.1 1353 170.0 881 802 139 170.0 861 BON 1700 865 170.0 701 170.0 109 170.0 797 167.0 1218 170.0 876 148.1 1218 170.0 944 129.9 1218 198 938 tt88 1218 162.1 924 97.4 1218 I4&t 813 638 1218 140.1 913 73.1 INS 148.1 913 8310 170.0 930 170.0 748 170.0 1118 170.0 860 1802 1180 1888 833 131.0 1160 163.0 814 1188 1180 tbi8 898 105.1 1160 134.2 686 87.8 1180 128.7 871 78.1 1180 1282 870 86.7 1180 128.2 870 68N 170.0 874 170.0 780 162.4 1046 165.8 861 130.8 1048 140.8 884 1148 1048 133.1 880 1018 1048 123.4 839 91.4 INS 116.8 83D 702 1048 108.4 021 88.3 1018 106.2 818 67.1 1048 1032 818 5 721n 14MO 680 147.9 764 117A 880 128-0 748 1008 880 1108 734 88.0 880 100.0 722 782 880 010 712 70.4 880 8&2 703 9J 880 792 893 It" 880 708 888 44.0 880 78.4 689 781n 119.7 790 126.1 690 998 780 108.4 878 88.8 790 93.3 69 74.8 T80 838 852 668 790 788 69.8 790 71.7 838 48.9 780 85.1 624 42.8 780 02.1 818 37.4 790 618 617 781n 110.8 750 118.5 887 82,3 750 98.1 ON 70.1 700 858 632 692 750 77.1 621 818 760 708 65.4 760 8 &7 605 462 760 59.4 644 388 760 92 888 34.6 780 98 588 901n 72.1 583 74.4 680 60.1 663 629 491 518 59 54.8 483 45.1 663 48.0 475 40.1 59 44.4 36.1 59 40.9 462 30.0 583 382 452 28.6 Set 33.3 448 228 583 31.8 442 96 in 89.4 495 61.1 443 498 495 61.5 435 42.4 495 44.8 427 37.1 495 38.8 421 33.0 498 38.1 I 29.7 4% 832 409 248 48S 29.1 400 21.2 495 288 394 188 49S %A 34D lost. 41.7 391 42.6 363 34.8 391 358 348 29.8 381 31.1 342 2&f 391 278 337 23.2 391 24.9 20.8 391 22.8 326 17.4 391 19.7 321 14.9 391 178 310 111 b 38A 370 392 33S 328 370 33.0 330 278 370 28.8 828 24.0 370 25.3 320 21.4 370 22.8 18.2 370 208 312 %0 370 1 &1 306 12D In 30.4 317 3D.0 288 26.3 317 28.0 289 21.7 317 22.5 280 19.0 317 1 &0 278 1 &9 317 178 W N 178 220 17.8 29 AHLt 17H Anchor Capacity Table (lb5) Subslrete: 2.7k COnwele 3.S4 Cam. Hollow CMU Filled CMU PT Meld AnGtOr CQp Pettenls AlmhmType: 3118'FNx tStracon 1 /4'Eloo l66acm 8116• Mae Ulm= 3118'ElcoUfl=m V4* Elea Ub9em 114' 68 Else AoeOata Sf8' See Uracm 114.68 F106 Agg OEW 010 Sled Sorew(06) 8126" amew(m) 0128teel 6mew(L48) Edge OSSimtes Mk 1' 2 -112' r 2-UY 3.1/8• I- 1. 2.1k' r 3.1w r 0.48• 0.84' 0.324• Erobeftenl M): 1x14' 1-314' 1314' 1314• r 1 -1/4• 1.114' 1.1.4' 1.1/4• 1.114• r 1418' 1.3wr (seenoleQ 2Atlebme(d!6.58&O.C.1(2)2n8*Wo COpe(Rg.1): 390 @s 380168 450Ws 800 @s 17000 270@4 E2-11W1' SMme moms 4860s mom 11821bs 328103 4Artchas ®3.5'G4n. O.C. /(2) 2r5 Angle Clips(Flff•2): 780@6 78!0-1 76081s 107006 2626168 810U WA 1120@3 9380re SW We 2364271'IRn.O.Q1 IN 2t5Angte C0p3 3j: 112DOm 11201bs mrm 2248 ibs 2254@8 WA WA 1089 Ow WA 132008 WA 0768re FIGURE 1: FIGURE 2: D FIGURE 3: • • • • • • ANGLE CLIP (FIGURES 1 -3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18-20 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-SM WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 8083 -TS AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL a ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLIM CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. VIII �L Y ``111111411/// JT "'v hI/ ' No. 58705 ' ?o'asTT�0�3'� ��`SS�QIVJA�I�fE��`• A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE13A Mullion 09 o Table befit) Openin8 Width (for vef6ca* spafvlMMtRom )orOpening Height (for h9Azoft speMrgmumors) 3.61 Coro. BO N 6010 7010 8010 BON 10010 1 10 14010 18010 3.26 "45 Realengatef LoafIIng MWTftM* LoefOng Reotengefet Loafing T-ODWI g. LoafOag RecWailer Loefa09 Tf*Xm* Loafing Reolenvia, Lo51Wg Trewm lg. Loadtflg f -t-off Lftft wmmg• Loaflag �geNf LoafUg Tfgn&?g. Leaft RrotenlXder Loading TfwTdelgf. Loft Reofaflgldar Loaf g Treplfffeng. Loafare ReatmaAt loaft u"fri 110• ioadflg L BAYMUYMULL a 11 1111 0.68• ° 11 1 1 1414" 1474- r 1.14- 144 14W 1 -f/4• �^ 1 r I 14V 1 a 11 1 3HIcs 450&5 8901bs 17co06 27001, 28D &s am HIS 74006 488&s 720113 1182M 328@4 420M BBD&s 4210 170.0 620 170.0 435 17&0 744 170.0 478 170.0 868 170.0 UO 170.0 692 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 I736 170.0 621 160.3 ten 17&0 621 4810 170.0 708 170.0 620. 17&0 11% 170.0 684 170.0 962 170.0 630 170.0 1133 17&0 891 t70A 1275 179.0 877 170.0 1417 17&0 860 t637 1837 170.0 880 140.3 1637 170.0 680 122.8 1637 170.0 869 60.62610 170.0 747 1709 6W 170.0 896 170.0 631 170-0 1048 170A 681 170.0 1196 170.0 723 17x0 1348 170.0 747 170A 1494 170.0 756 147.1 1562 170.0 769 12&1 1652 170.0 758 110.4 1562 170.0 768 54 N 170.0 797 17 &0 012 170.0 966 170.0 691 170.0 1116 170.0 764 170.0 1278 170.0 803 17&0 1434 1700 837 1662 1466 170.0 650 1205 1488 170.0 881 110.8 1465 17&0 881 27.0 1466 170.0 881 8010 170.0 888 17x0 701 170.0 1683 170.0 787 170.0 1240 170.0 878 167.1 IWO 170.0 044 f3 &7 1309 170.0 098 125.7 1309 163.6 884 104.6 ISM 157.1 982 89.8 1308 167.1 982 78.9 1309 157.1 082 6310 170.0 930 170.0 746 170.0 1110 170.0 850 1828 1247 170.0 040 1425 1247 164.6 883 12&7 1247 1529 065 114.0 1247 1445 952 8 &O 1247 1382 839 61.4 1247 135.7 035 715 1247 1353 035 6810 170.0 974 17RD 789 170,0 1189 170.0 603 14 &4 1180 1833 0115 1209 1160 1479 948 11 &4 1190 13&6 628 10U 1190 12 &4 914 889 1190 119.6 898 742 1180 11 &1 883 849 1100 11 &1 893 7210 181.6 1010 1899 877 134.7 1010 1449 868 It44 1010 1272 842 101.0 1010 114.7 828 69.8 1010 1046 817 80.8 1010 9 &9 807 675 1010 00.6 708 87.7 1010 879 760 805 1010 87.7 789 7810 137.4 806 143.8 782 114.5 008 122.0 776 B&1 909 107.1 781 "S 008 962 748 785 808 082 738 6&7 008 825 729 57.3 808 74.7 718 49.1 906 712 710 42.0 006 709 708 18 7810 127.1 861 132.6 764 1069 881 1129 739 00.8 681 06.6 725 70.4 861 585 713 709 fiat 81.0 703 03.8 881 7 &4 804 63.0 881 6&1 01 45.4 681 88.6 875 39.7 861 63.7 872 00 N 82.7 648 85.4 674 689 848 721 664 80.1 848 62.0 554 61.7 648 88.1 845 480 646 60.9 537 41.4 648 47.0 630 34.6 848 419 Big 209 848 382 811 250 848 385 607 9810 88.2 888 7&1 508 589 688 5&1 499 4&7 588 81A 491 429 SW 4&8 483 $7.8 888 41.4 476 34.1 586 3&1 470 26.4 SBB 33.4 450 24.3 686 30.6 462 215 668 2&7 447 Main 479 440 489 405 39.0 449 412 390 342 449 36.7 31.7 387 246 449 2&8 382 230 449 2&1 377 200 440 227 Sag 17.1 448 244 36f 16.0 449 189 We 111 N M.1 428 450 366 3&8 428 374 379 31.8 428 32.8 20.1 367 249 425 28.2 362 221 426 24.0 368 1 &4 426 �T 360 16.8 428 189 313 12010 349 364 35.8 331 20.1 381 28.8 376 249 364 25.6 W425 228 Si? 10.4 384 20.5 313 17.5 364 1 &7 306 144 N 202 283 20.4 233 189 253 17.1 230 SABLE 13B Anchor CapaoHY Table (Ib9) SubstmW 2.7k Concrete 3.61 Coro. Hwocremu FOtedcw PT tYfad Mew ArdwClipPaOems Aaohorlyptt 3118gwtBUa001 U4•Elaolgkeoon &18.1900 U9aoan 3fe•EtootAtteeOn 114 0ooC41800I1 114"SSE10 AggreU% 41181046 L40M n U4.88E1oo AggfeWar #10SIed SWW(88) #1281661 SCM(GS) #1281991 SeMPM Eop 111Stense(N} 1' 2-11Y I" 2-tX 3•U8- i- I 24W I. 2.11x- r 3.118• r 00.8 0.68• 05x4' Efnbedmenl(ISx 1314' 1414' 1414" 1474- r 1.14- 144 14W 1 -f/4• 1.110.' 14141 r 1418 14V (gee We 4) 2 MCMM ®6" W1 O.C. 7(2) 216 Angla Ct(pS(RB. 1r 3W16e 3HIcs 450&5 8901bs 17co06 27001, 28D &s am HIS 74006 488&s 720113 1182M 328@4 420M BBD&s 4 Anehlne ®381.00, O.C.7 (�2c6 Angta COPS (Flo. 4 780 tba 78'W 700 06 1870 &s 28261bs 64006 680 &a WA 1120 06 93806 660 &S 238406 6020.6 840 &s 112006 OAlIWn1s(�2T1' 1110.O.C.7(2)2n8 Ands COP$ (FIX 4 1120&5 1120 &s 968&s x248@3 2264tbs WA 840&9 WA f080ibs WA 152006 WA 8780)s 1260&s 1880 ors FIGURE 1: FIGURE 2 • s D D FIGURE 3: ANGLE CUP (FIGURES 1 -3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DWENSIONS, SEE SHEETS 18-20 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 680. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF AW THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL =ANCHOR CAP._ THIS FORMULA TO OBTAIN THE ANCHOR kCITY REQUIRED' CORRESPONDING TO AN UAL PRESSURE REQUIREMENT FOR THE MING. WHEN IT IS LOWER THAN THE MULLION 4GTY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR 4CITY WHICH MAY BE USED TO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE HOR CAPACITY TABLE m ' �M w Ed 19. te ii4 Motiflo 11un1f7r • VICENSLc • F.p �: ^ No. 58705 l o t 5 13 14.0 �� •, STATE O A. P.E. FL P.E.# 58706 111 { { { { 1'X2.X.12W MULLION 6083-TO ALUM. 111 111 { L ' CUTHERETO I .376' 3.126 .375' "� CREATE FCLIP, SEE MIN. MIN. I �- DETAIL F, SHEET 4 L- -_ - - -J I L-- - - - - -J STANDARD CLIP 6083.78 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116'. 6.600' 376" .376' M MIN. IN. i-- -- ------ -I------ --- - --; I I I I i I i D I I I I I I I 1 4 • / I .338' MIN. 6083 -T6 ALUM. USED FOR ALL 1'X2• AND I' X 2.76' MULLIONS, SHEETS" I TOPMEW .336' MIN. 1 U•CLIP 6083.76 ALUM. TX3.126'X.680' M1tAl ONLY, SHEET 9 TOPMEW .339' MIN. 1 U-CLIP 6053 -T6 ALUM, 1.26' X 3.186' X.296' LL ONLY, ET 12 TOPMEW 1�1�1 i { l 1' X 2.76' X .860' MULLION 6083.76 ALUM. XSECTION TABLE B 1 , -1 { i u:w -.•{ x,126' 2X5ANGLE CUP 6063•T6 ALUM. X- SECTION 12W I .376' MIN. I-- ----- ------------ 2X6ANGLECLIP 8003 -TS ALUM. CE VIN NTER OF ANCHOR HOLE MUST LIE WRHW THE TOP DASHED BOUNDARY. SEE SHEETS 647 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1/18'. Mull Dimenelon (sheet #) j { t- -.126' Std. Cllp FII U•Cllp STANDARD CLIP 2.0 88805 I 606:1 IS ALUM. X SECTION 666243M 688511M I t r.126' L ' CUTHERETO I .376' 3.126 .375' "� CREATE FCLIP, SEE MIN. MIN. I �- DETAIL F, SHEET 4 L- -_ - - -J I L-- - - - - -J STANDARD CLIP 6083.78 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116'. 6.600' 376" .376' M MIN. IN. i-- -- ------ -I------ --- - --; I I I I i I i D I I I I I I I 1 4 • / I .338' MIN. 6083 -T6 ALUM. USED FOR ALL 1'X2• AND I' X 2.76' MULLIONS, SHEETS" I TOPMEW .336' MIN. 1 U•CLIP 6083.76 ALUM. TX3.126'X.680' M1tAl ONLY, SHEET 9 TOPMEW .339' MIN. 1 U-CLIP 6053 -T6 ALUM, 1.26' X 3.186' X.296' LL ONLY, ET 12 TOPMEW 1�1�1 i { l 1' X 2.76' X .860' MULLION 6083.76 ALUM. XSECTION TABLE B 1 , -1 { i u:w -.•{ x,126' 2X5ANGLE CUP 6063•T6 ALUM. X- SECTION 12W I .376' MIN. I-- ----- ------------ 2X6ANGLECLIP 8003 -TS ALUM. CE VIN NTER OF ANCHOR HOLE MUST LIE WRHW THE TOP DASHED BOUNDARY. SEE SHEETS 647 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1/18'. Mull Dimenelon (sheet #) PDT Part# km ill., Std. Cllp ONsetCllp U•Cllp Angle Cilp 1'X2"X. 128°(5) 88805 8MI13M 16661118MI 666243M 688511M 1" X2' X.37W (6) 688008 6MI14M SM1119MI 686244M WW12M 1' X2.78- X. 376' (7) 08807 S80115M 6681120M 688246M 6SW13M 1" X 2.75' X. 850' (8) 68608 6WI16M 6MI121M 666246M 0088145 V X3.126' X.600' (9) 66637M SMI116M 6681114M 66S242M BB8516M 1.26' X3.188' X.285'(12) 86841M 6661117M 6SO1113M 6B8241M 658516M 12(' x211' x.126' (15) 1 69370 NIA I NIA NIA 686517M OFFSET CLIP ' 6083•T8 ALUM. TOPMEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/18'. TABLE A / • OImallelonValueOn) ForMuHion: A 1.82b 1" X2" X.126' Aluminum Tuba MuMon B 2654 C 0.898 D 0.740 A 1.126 1" X2" X.376' Alumirt m Tube Mullion B 2,404 C 0.635 D 0.490 A 1.876 1' X 2.76°' X .376 Alumin m Tube Mullion B 3.000 C 0.767 D 1.118 E A60 Min. A 1.312 1" X2.76" X .880' Aluminum Tube Mullion B 3.000 C 0.478 D 0.838 A 2.000 1' X 3.126' X 600` Alum Tube Mup B 2.637 C 0.883 D 1.137 A 2.626 1.261X3.188' X .286" Alum Tube Mull B 3.262 C 0.882 D 1.762 A 1.813 128" X2.11' X .121" Alum Tube Mull NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GRIEN ON THIS SHEET. 2) SEE SHEETS 5.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Pioride `ttitlllt/t7 �3 ENso •.F.P �: ' No.58705 0 150 ' Q STATE OF lV�: T ' � S�QIdAL �1�� A LYN(VrivGLLkR, P.E, FL P.E.# 68705 i i j i i i 1 � , MULLION MULLION • , 2.881` 1.377'` •125" I .12b` 30' 9.2b0' 30• BAY MULLION 6�3•Ta ALUM. I XSECTION xle•J I- .ee1• —( 226" I— Leer —I .126` 2.000• I .126' STANDARD CLIP 800348 ALUM. XSECTION 1 "X4'X.376' 'r-MULLION 8083-76 ALUM. 376' X SECTION MIN 6.�. CUI' HERE TO 3.126•�I _ CREATE F-CUP, SEE F DETAIL F. SHEET 4 .376• I I I I I 2175' 1 I - -- 1 I i I F - -- I 1 r X4° X.37W Aluminum Tube & °T° MUUI�I CENTER OF I H F F I I MUST LIE WITHIN I I 2876 .376• MIN. CENTER OF ANCHOR HOLE MUST LIE 6W3-T ALUK 6083.78 ALUM. WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1110'. I I I H I I i _ ____ ti\ ` OFFSET CLIP 8083 -TB ALUM. TOPVIEW NOTES: r w 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GMN ON THIS SHEET. 2) SEE SHEETS 617 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 740" it I 2.126' 2.00 I L..��121I L 126"J r z - U-CLIP 8003-TO ALUM. 8�A GLE CUP o XSECTiON J X- SECTION _ ... TABLE D Dimension Value (In) 5.000' F 3.887 375" � G 1.000 MIN .376' F 3.187 r X4° X.37W Aluminum Tube & °T° MUUI�I CENTER OF r- --------- ------ - -- -- .37E H ANCHOR HOLE F 2.813 MUST LIE WITHIN I 1 2876 THE DASHED I I F BOUNDARY. SEE I I WA SHEETS 6.17 FOR II 6805110M THE ANCHOR O.C. F i - - - - - - - -� rL NIA DISTANCE. 1 6685111M MAXIMUM I ANCHORHOLE I DIAMETER: f I ANCHOR I I L- ---- '-------- - - - - - -J DIAMETER * 1118'. 2X6 ANGLE CLIP 6063 -TB ALUM. UCUP 6003•T8 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW USED FORALL 1• WRHIN THE DASHED BOUNDARY. SEE X 4• MUWpNS. SHEETS 617 FOR THE ANCHOR O.C. SHEETS 10 & 11 DISTANCE. MAXIMUM ANCHOR HOLE TOPVIEW DIAMETER: ANCHOR DIAMETER + 1/16•. TABLE C TABLE D Dimension Value (In) For Mullion: F 3.887 1" X V X.126° Aluminum Tube Mullion G 1.000 H 2,680 F 3.187 r X4° X.37W Aluminum Tube & °T° MUUI�I G 0.767 H 2.430 F 2.813 30° Bey Mull F 2876 46° Bay Mull Mull Dimension (sheet #) POT Part 0 Mullion Bid. CUP 10fleat clip U•Cllp Angle Clip 1'X4'X.125 °(10) 58384 586111M 6661122M 686241M SM18M 1'X4" X.378' (11) 68810 6MI12M 6601123M 666242M SWISM V X4' X.375' `N (11) 68653 668112M BM123M 666242M 666519M 30 Degree (16) 58849 WA WA NIA 6805110M 45 Degree (17) 68650 NIA WA WA 6685111M D. U `,1�1I u i NI r11j1` ' No.58705 ` Q 3T I01+3 •[C7 ,, . /`cssZONAtj1� A. LYNN MILLER, P.E. FL P.E.# 58706 TABLE E Mull Dimension (shoot#) PGT Part # Mullion Std. Clip U-Clip Angle Cllp Y X4° X.26° (13) 66602 1 668281M 666271M 6865112M Y XB °X.25° (14) 88604 686282M 688272M 6MI13M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GhMN ON THIS SHEET. 2) SEE SHEETS 6.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. j non �-- 2.000° --j 2' X B' X.ffi' MULLION 608348 ALUM. XSECTION .376' MIN. q- .128' It! STANDARD CLIP I U-CUP I 2X6 ANGLE CUP p 4 6083 -TS ALUM. 8063 -TB ALUM. 8083- TOALUR 6Y XSECfION 2.125° I X SECTION 2AW XSECTION 126' L I 12W .128' g Q Z >Nd F6.600° 3.800 CITT HERE TO ' '� ' SERE D�EI'AFOF ' r- SHEEI`4 .37s MIN. I - - -� __ - - - - - -- j 1 I I j j I I t L______ I ___I_ -- 1 j __- _ -___.l L_ nrnuncon rtID Z — CENTER OF ANCHOR HOLE MUST LIE 8033 -T8 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPMEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1118'. .376' MIN.— 9t- 6.600° CUTHERETO CREATE FCUP, E, I SEE DETAIL F. r - SHEEf 4 376' MIN• r--- - - -- I 1 I - ----- I I ---- - - -� I I 1 1 I I j I 4.888' 6.42 I I I I I 1 I I I I I I I I " STANDARD CLIP 683°76 ALUM. TOP VIEW I + 3.438° I U-CUP, 6083.78 ALUM. CENTER OFANCHOR HOLE MUST LE — WITHNTHE DASHED BOUNDARY. SEE SHEETS 6.17 FORTHE ANCHOR O.C. — DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1118'. .375' 1 I 6.438' r I I U-CUP 6063 -TB ALUM. USED FOR 2' X 6' MULLION. SHEET 14 TOPVIEW 5.000' MIN. , MNL T--------------------- i I I I 1 3.438' I I L I MN. I 1 L------------ ---- - - - - -� MIN. 2X8 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE 8083•TBALUM. WTTHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 13W FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER +1118`. I I ------ ------- --- - - - - -1 I I I I 1 I 1 I I I 2X6 ANGLE CLIP 8083 -T8 ALUM. TOPVIEW MIN. uun sv LYNN hj/ 77ji F ` No. 68705 ' MN. Ate'' S�' " ,,is��NAL E� A. L-ANFALLVk P.E. Fl. P.E.# 68705 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF 4800-0.0 PSF, NOANCHORS IN HEAD - -- 1) INITIALLY ASSUMING THATA 1' WIDE MULLION IS SUITASI.E,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 37+32+1'-W. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1W AND WILL MEET OR EXCEED THE REQUIRED rd _ DESIGN PRESSURE OF +80,0/ -80,0 PSF, IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. PENesrRAnoN PRODUCI'8 p�AE g, SHEETS FROM TABLE 3A, SHEET 7, THE 1' X 2.78• X .378' MULLION ( LENGTH = 72 °, OPENING WIDTH a 70•) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-65.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, o o: APPROVAL 2.3 FROM TABLE 4A, SHEET B. THE 1' X 2.76° X .860• MULLION (LENGTH = 72', OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF +1.72,7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE tiY 6 1'i MULLION OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. LEN 3TH 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4) 012 ANCHORS AND THE 2X6 $ Q ANGLE CUPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL co N uj SEE s8 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM, THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL O N tu 23 APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRA7 ION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0) =^^^ ANA— .HORSS IN W— SU IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +(.80,0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72,7 PEP WITH AN ANCHOR CAPACITY OF 635 LSS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF SO PEP. LU I a FFF co �3N�o ,INDOW �' �TM 'yam (80 PSF) XF) = 624.01.88 (MAYBE USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 4B) � Z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2 -318°. THE OPENING REQUIRES A p DESIGN PRESSURE OF +SO.M -86.o PEP. = z FOR THE VERTICAL MULLION, Q r 1) INITIALLY ASSUMING THAT A 1' WIDE MULUON IS SUITABLE, THE MULLION LENGTH IS 32•+72'+P'= 108' AND THE OPENING WIDTH IS 38' +3B• +1' R73'. REFERENCING SHEET n THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR 1Z EXAMPLE 2: MULTIPLE MULLIONS A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +500-0.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. �p MULL Wmni �.r FROM TABLE 3A, SHEET 7, THE 1' X 2.78' X .375' MULLION (LENGTH o 108'. OPENING WIDTH =80•) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-16.1 PSF co J J AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE SA, SHEET 13, THE 2"X 4' X 280' MULLION (LENGTH =108°, OPENING WIDTH = 00') HAS A DESIGN PRESSURE OF +l-K7 PSF WHICH EXCEEDS THE REQUIREMENTS a LLXI O SEE OUP• FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LBS. , t0 �� SEE • FENESTRATION a EE S APPROVAL BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38'+38' +Y =74'• NOT 73° AS PREVIOUSLY –� �'�� ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCABI,E FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY HE REDUCED TO MAINTAIN THE 73' DIMENSION (36.12` +35.1/2• +Y =73', j j 2) USE TABLE OB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP ME REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CALi ` –� I CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CUP V RE TO BE CENTERED WITHIN THE 9', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. bORAUULION LENGTH LEE .` eEe – DETAILS, DETAIL E, USING THE STANDARD CLIP WITH (8) 3116' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -12' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 071 LOS. & OPENING SHEM23 SHEST3 FOR THE HORIZONTALMUONS! W HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2X 4'X 260° MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN, ODUCT RRVISED 0 oomplyingwilklhoFlotidu 1) THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 32' +72' +2' = 108', REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDALRRIANOULAR LOADING MAY BE USED. FROM TABLE 8A, SHEET u0dio8 Coda 2 _ G�y 93, THE Y X 4'X250' MULLION { aQ LENGTH = 42'. OPENING HEIGHT =1207 HAS A DESIGN PRESSURE OF +1-170.0 PSF WHICH EXCEEDS THE w No J REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 821 LB& opD :LTG SEE SHWTB, BHEETa 2) USE TABLE OB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' WITHIN USING Y iw lLln ct j {4 3118• U TRACON ANCHORS AT AN EDGE DISTANCE O 1 GIVES AN ANCHORTCAPACITY OF 640 LES WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED 9i I Iri�i j ANCHOR CAPACITY OF 821 LBS. '��:•- • �4 ��i L'tPEMOWIDTHFOR 4) FORTHE U-CLI' W THE HOAD:ONTAL MULLION TO VERTICAL MUWON, U8E THE SAIL¢ ANCHORCAPACIIY OF 621 LBS. TABLE 88 FOR THE UCUP SHOWS THE ANCHOR �� • CEN CAPACITY IS 1074 LBS WHEN USING 3 ANCH ORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REUIREMENT OF 521 LBS. THE VERTIG4LM19UL1. ANCHOR TYPE IS A 012 STEEL SCREW. No.68705 '* _ FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1-84.7 PSF FROM THE VERTICAL MULLION; +1 -170.0 PSF FROM THE SB• HORIZONTAL MULLION ATTACHING TO CMU; b t 0 _ �� ISO. TU` +1-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING O 8TA 0 T '•, TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/.64,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. i �ii�tr '•�ORIOA,.•'G,�C VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWON. LER , A. LYNN MILLER P.E. FL P.E.# LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED i inn 04 +f /1 re o1 �I ILM / ��li � t �11 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED F", No LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS 8H SHIDH /OH 4� 4� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PIA I I r i Rpm 04 /1 re o1 MSHMIDH I I i I _(�NO-. l l I 011 F", No LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS 8H SHIDH /OH 4� 4� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PIA I I r l LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: II/ /Nowim, /WIN 1 I FZ74 a a Std ADING OF HORIZONTAL ML 1 � r PW PW LOADING OF (2) HORIZONTAL MULLIONS i (!0 9 \cas g o de IgEwN . /1 re o1 MSHMIDH CONFIGURATI0NSN0TSHOWN ode IikP I�D-�><' �llf /I- �aa�`� •''F(y !!! ��ii V' L• 3F l LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: II/ /Nowim, /WIN 1 I FZ74 a a Std ADING OF HORIZONTAL ML 1 � r PW PW LOADING OF (2) HORIZONTAL MULLIONS i (!0 9 \cas g o de IgEwN . /1 re o1 MSHMIDH CONFIGURATI0NSN0TSHOWN l LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: II/ /Nowim, /WIN 1 I FZ74 a a Std ADING OF HORIZONTAL ML 1 � r PW PW LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION HINGED DOOR M 'm i (!0 9 \cas g o de IgEwN . PW CONFIGURATIONS. re o1 MSHMIDH CONFIGURATI0NSN0TSHOWN ode IikP I�D-�><' yl� �aa�`� •''F(y !!! ��ii V' L• 3F PW BE DETERMINED, USE RECTANGULAR LOADING..' •' r No. 55705 ' a 3) SEE PRODUCTS' APPROVAL FOR r ACTUAL ANCHOR LOCATIONS. �O O'w O,�., STAT o (V "7,, 70NAL I� 4/ LOADING OF VERTICAL MULLION HINGED DOOR M 'm LOADING OF VERTICAL MULLION Z.- N p Z LOADING OF HORIZONTAL MULLION q� a i (!0 9 \cas g o de IgEwN . LOADING OF VERTICAL MULLION Z.- N p Z LOADING OF HORIZONTAL MULLION q� a LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTE8: O CQ (!0 9 \cas g o de IgEwN . PW CONFIGURATIONS. re o1 MSHMIDH CONFIGURATI0NSN0TSHOWN ode IikP I�D-�><' 2) IF THE LOADING TYPE CANNOT �aa�`� •''F(y !!! ��ii V' L• 3F PW BE DETERMINED, USE RECTANGULAR LOADING..' •' r No. 55705 ' a 3) SEE PRODUCTS' APPROVAL FOR r ACTUAL ANCHOR LOCATIONS. �O O'w O,�., STAT o (V "7,, 70NAL I� 4/ LOADING OF HORIZONTAL A. LYNN MILLER, P.E. MULLION FL P.E.# 58706 r LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTE8: RODI9CTREVISBD s.rontplyin8WllHtio + llo 1) DRAWINGS ARE RERESENTAT10N8 OF TYPICAL \cas g o de IgEwN . PW CONFIGURATIONS. re o1 CONFIGURATI0NSN0TSHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. ode IikP I�D-�><' 2) IF THE LOADING TYPE CANNOT �aa�`� •''F(y !!! ��ii V' L• 3F PW BE DETERMINED, USE RECTANGULAR LOADING..' •' r No. 55705 ' 3) SEE PRODUCTS' APPROVAL FOR r ACTUAL ANCHOR LOCATIONS. = - -)a •, O,�., STAT o (V .�C -) "7,, 70NAL I� LOADING OF HORIZONTAL A. LYNN MILLER, P.E. MULLION FL P.E.# 58706 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) ..w.miamidade.Eoy /economy CGI Windows & Doors, Inc. 10100 N. W. 25"' Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Co oduct Control Se o is roduct or material fails to meet the requirements of the appReablut-u-11ding code. This product is appr s described herein, and has been designed to comply with the Florida Building including th Velocity Hurricane Zone. IiESC TION: Series "450" Outswing Opaque(Alumclad Composite Panels) Doors w /wo Sidelites - Impact APPROV - Outswing Doors &Sidelites ", sheets 1 , 1.2 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated JUN 29, 2012, sign an e y avad Ahmad P.E., bearing the Miami -Dade County Pr n -o a - val_stamp with the Notice of Acceptance number and approval date by the Miami- ounty Product Control Section. MISSILE IMPA TING: Large and Small Missile Impact Limitations: 1. See Design Pressure es s lock options, mullion type, Sidelites, glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type S -O). Sills (thresholds) types SS -1 & SS -2 are not rated for water infiltration. See thresholds (sills) limitations notes, in sheets 4 & 6. 4. Narrow stile sidelites are limited to 18" or less. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1& E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY 1`0\11 l�v NOA No. 12- 0706.02 Expiration Date: October 25, 201 roval Date: Oct , 012 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W12 -22, titled "Series 450 Outswing Doors & Sidelites ", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated JUN 29, 2012, 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( +50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum In swing / Outswing door w /wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 0080 - 0304 -11 dated 11/28/2011 and HTL- 0080 - 0902 -11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) 8- 5234.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 97055 (0080- 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -01071 (0080- 0402 -02) dated 04/01/2002 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09- 0723.04). Original tests conducted per SFBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. Ishfaq L Chanda, P.E. Product Control Examiner NOA No 12- 0706.02 Expiration Date: October 25, 2017 Approval Date: October 25, 2012 E -1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (submitted under Outswing glazed doors NOA# 11- 1025.02). D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 2. Reference outswing Glazed Doors w /wo sidelites NOA # 11- 1025.02. 3. Test proposal # 10 -0940, dated 11/17/10 approved by BNC. shag L Chanda, P.E. Product Control Examiner NOA No 12- 0706.02 Expiration Date: October 25, 2017 Approval Date: October 25, 2012 E -2 TYPICAL ELEVATIONS STEPS TO USE CHARTS SEE SHEETS 6 & 7. LDMU SEE CHART LH CONFIGURATIONS SHOWN RH SIMILAR v NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL, M \ 3 / 1 3 / s —o 3 ssl ssa 4 P40MINAL PANEL YAM EM /SIOELITE PANEL Pi WIDTH 2/0 23 -3/4' 78 -7/8' e e 38 -3/4• 3/6 41 -3/4' 88 -7/8' 76 -1/2' 5 -0 94 -7/8' 82 -1/2' B/6 mum 88 -1/2' MULTIPLE 3 I tl 112 -7/8' 100 -1/2' SIDELITES 118 -7/8' 106 -1/2' 1 ` AVAILABLE (SEE SHEET sst ssz 4 6)Q:) :; •: 1 r• : :..: '• ,:ACTIVE I I / ::•'INACTIVE s —o 3 ssl ssa 4 P40MINAL PANEL YAM EM /SIOELITE PANEL Pi WIDTH 2/0 23 -3/4' 78 -7/8' e e 38 -3/4• 3/6 41 -3/4' 88 -7/8' 76 -1/2' 5 -0 94 -7/8' 82 -1/2' B/6 '� 88 -1/2' MULTIPLE 3 94 -1/2' tl 112 -7/8' 100 -1/2' SIDELITES 118 -7/8' 106 -1/2' AVAILABLE (SEE SHEET sst ssz 4 6)Q:) s —o 3 ssl ssa 4 P40MINAL PANEL YAM EM /SIOELITE PANEL Pi WIDTH 2/0 23 -3/4' 78 -7/8' 29 -3/4' 3/0 38 -3/4• 3/6 41 -3/4' NOMINAL PA EM /SMITE PANEL HEIGHT PANEL GPG. HEIGHT 6/8 78 -7/8' 66 -1/2' 82 -7/8' 70 -1/2' 7/6 88 -7/8' 76 -1/2' 8/0 94 -7/8' 82 -1/2' B/6 100 -7/8' 88 -1/2' 9/0 106 -7/8' 94 -1/2' 9/6 112 -7/8' 100 -1/2' LO /0 118 -7/8' 106 -1/2' JUN 2 0 DWG. NO.: W12-221 Oak WINDOWS se DOORS 10100 northwest 25 street miami, Rorido 33172 product : Series 450 Outsrring Doors & Sidelites date : 05 -22 -12 1 sheet 1 of 7 TYPICAL ELEVATIONS COPPER CREEK W/ CO POINT 10AA : BALDWIN W/ CGI 3 POI ODR11632 DINT 10C : BALDWIN SINGLE POINT LOCK 1 DCC : COPPER CREEK SINGLE POINT LOCK IOD : DOR- O -MATIC SERIES 1890 IOE : JACKSON SERIES 2088/2085 1OF : SURFACE MOUNTED L LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) lDA TRUE LOB toe & IOCC IOD & 108 1 10 P ABOVE 90 -3/4' UPTO 120' EXT.( +) INT.( -) .( +) W.(- .( +) INT.(-) EXT.( +) INT.(-) EXT.( +) INT.(- )jEXT.( +) W.( -) 90.0 90.0 0 .0 110.0 100.0 110.0 65.0 6 6.0 90.0 80.0 1100.0 110.0 96 -3/4° 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 20 108 -3/4" - - 100.0 110.0 100.0 110.0 - - - - 80.0 90.0 120 -3/4" - - 70.0 70.0 70.0 70.0 - - - COPPER CREEK W/ CO POINT 10AA : BALDWIN W/ CGI 3 POI ODR11632 DINT 10C : BALDWIN SINGLE POINT LOCK 1 DCC : COPPER CREEK SINGLE POINT LOCK IOD : DOR- O -MATIC SERIES 1890 IOE : JACKSON SERIES 2088/2085 1OF : SURFACE MOUNTED L LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME HEIGHT = PANEL HEIGHT + 1 -7/8° STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" (A,DA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4° Cm 3 POW 9 RESIDENTIAL HARDWARE REGENT 3 CGI DOGRS r 1) COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT TRUE MAX, SPACING UPTO 90 -3/4' 1 3 HORIZONTAL ABOVE 90 -3/4' UPTO 120' 1 4 1 44 112' MUN TIN product : Series 450 Outswing Doors & Sidelites (1 OR MORE date : 05 -22 -12 sheet 1.1 of 7 PER DOOR OR SIDELITE PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME HEIGHT = PANEL HEIGHT + 1 -7/8° STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" (A,DA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4° Cm 3 POW 9 RESIDENTIAL HARDWARE REGENT 3 CGI DOGRS r 1) COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT I N0. REGID. MAX, SPACING UPTO 90 -3/4' 1 3 1 35 1/2' ABOVE 90 -3/4' UPTO 120' 1 4 1 44 112' LUUR MI In 4 MWULS L1MI I LG IU 300 PSF HARDWARE DESCRIPTION LEGEND -0 - OUTSIMNG DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) o z 2 DWG. NO.: W12-22 1��(h C JAVAD qL AHMAD FIA. PE B 70592 DAN. $539 WINoOWS ae DooF2s 10100 nor01®est 25 street admrd, floddo 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 sheet 1.1 of 7 BULB MO ALUMNW SHEET I/4" PLYWOD JU90 ALUM NW SHEET DOW 889 7/16" OVERALL COMPOS PANE ALWM&W SHEEr 14" PLYWOD -.090 ALUAIPIDEC S M 0 DOW 995 DOW 899 1" OVERALL OMPOS P ry PANEL STOP OPTIONS .639 .652 AM .080 .000 .778 .754 .744 CGI -375 CGI -504 CGI -515 617 .1150 754 CGI -396 X 14 .OBD CGI_519 PANEL STOPS CAN BE SOUARE OR OGEE r1A PE N 711992 CAN. SR38 JUN 9, 9 2012 DWG. NO.: W12 -221 • Calk WINDOWS &c DOORS 10,00 northwest 25 street WaW. Florida 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 1 sheet 1.2 of 7 LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE UMTI) — 132,0 PSF LOCK OPTION I l OAA CGl 3 POINT MECHANISM w/ BALDWIN SERIES 6200 DEAD BOLT ss CNIL FIA. PE jj 70592 CAN. 536 JUN 2 9 20 DWG. NO.: W12 -22 cAa kk WINDOWS 8c DOORS 10100 northwest 25 street mlami, Floddo 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 1 sheet 1.3 of J DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE LOCK OPTIONS tOD AND t0E 38 9/18° "R PANIC HARDWARE ROVED PANIC HARDWARE FOR DOORS — O —MATIC SERIES 1690 TOUCHBAR EXIT DEVICE ;SON SERIES 2085/2086 CONCEALED VERTICAL EXIT DEVICE DWG. NO.: W12-22 0 ED hk WINDOWS 8c DOORS 10100 nedhvmt 25 street m ami, f1mida 33172 product : Series 450 Outswing Doors & Sideiites date : 05 -22 -12 1 sheet 1.4 of 7 DOORS LOAD CAPACITY — PSF FRAME HEIGHT FRAME WIDTH EXT.( +) I INT.( —) 96 -1/2" 74 —i/2° 70.0 70.0 84 -1/2" 1 74 -1/2" 80.0 1 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE LOCK OPTIONS tOD AND t0E 38 9/18° "R PANIC HARDWARE ROVED PANIC HARDWARE FOR DOORS — O —MATIC SERIES 1690 TOUCHBAR EXIT DEVICE ;SON SERIES 2085/2086 CONCEALED VERTICAL EXIT DEVICE DWG. NO.: W12-22 0 ED hk WINDOWS 8c DOORS 10100 nedhvmt 25 street m ami, f1mida 33172 product : Series 450 Outswing Doors & Sideiites date : 05 -22 -12 1 sheet 1.4 of 7 BILL OF MATERIALS ITEM DESCRIPTION 1, HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4 -1/2" X 4" HINGE IN ALUMINUM 0 SECURED WITH (8) #12 -24 X 1/2" F.H. M.S. #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) (3 PER PANEL UP TO 7' -6 3/4" HIGH) 2A 3/8 -16 FULLY THREADED CONTINUOUS ROD (4 PER PANEL OVER 7' -6 3/4 ") 2B 3/8 -16 HEX NUT 12 CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH 2C 1 1/2° X 1 1/2" X 3 /16 "THK. ALUMINUM PLATE #8 X 1/2" PH SMS. 3 SHEAR CLIP (EXT. NO. 506) Fl-31 SEE SHEET 1.2 FOR GLAZING OPTIONS ® DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 14 SILICONE GE -1200, DOW 995, DOW 899 Q 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 @ CENTER OF PAIRS Eff 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM SPACED 6" O.C. & 24" O.C. MAX. TAPE WITH ONE SIDE ADHESIVE © #10 X 1" PH —PH —SS TEKS SCREW, 0 3" & 7" 18 PLASTIC WEEP BAFFLE FROM ENDS & 19 -3/8" O.C. MAX. 19 7/8° X 5° X 1/8" THK. CONTINUOUS ALUMINUM SILL #14 X 3/4" HEX HEAD S/S TEKS SCREW AT ANGLE ADAPTOR 6" FROM ENDS & 24 3/16" O.C. MAX. ® .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) 0 .350 HIGH FOAM -11TE WEATHERSEAL (AMESBURY # 32011) Fl 01 ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 10A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063 —T6. END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063 —T5. 1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. tOAA GI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM NO BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KIMKSET 780. REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. 10C SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. 10CC SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. DWG. NO.: W12 -22 t0D DOR— O —MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH Fnqr . CONCEALED VERTICAL ROD SEE SHEET 1.4, 7assz caaa ra► 10E JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. WINDOWS as OOC]RS tOF CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 101M northwest 25 street mfom, florido 33172 product : Series 450 Outswing Doors & Sidelites JUN 29 012 date : 05 -22 -12 1 sheet 2 of 7 I 4.462 931 4.652 - .652 .I25 i- � 1 .750 .125 1.873 .06 '� .JampL 5 1912 1916 .779 .754 •fo0 CGI -511 CCI� CG-550 CGI -515 2962 JAMB COVER COI-502 CGI -507 JAMB /LOCK / SIDELITE STILE DOOR FRAME HEAD /SILL 1.102 1844 1617 .67E 1250 .7so �? .oeo 95o b9 •1 754 .742 .123 GI-339 .CGI CGI -503 4.813 NARROW SIDELITE STILE 4.562 3.122 1250 075 .1$0 2'M 1.112 CGI -500A TOP RAIL CGI -509 CGI -505 FRAME JAMB /MULLION ASTRAGAL t� 1.644 .480 � 730 1944 CGI -540 4900 .125 32n o� .125 1250 .7n!.176 4522 .125 CGI -539 y CGI -514 2.28 7.312 SADDLE THRESHOLDS HORIZONTAL MUNTIN a.,,l.��u.� DWG. NO.: W12-22 CGI -510 SIDELITE MULLION Sam. AVAD alt M fore soft ftddoFd ca" CML Ca ► FLA. PE p 70592 ) c,arl. 35.'56 WINDOWS 8c DOORS •075 10100 northeast 25 street mfarm, 0orida 33172 1.083 CGI -508 (CGI -501 ,JU 2 9 X012 product : Series 450 Outswing Doors & Sidelites FRAME COVER BOTTOM RAIL date : 05 -22 -12 sheet =1. yr T Bolt Assembly _ �� Bolt 7 ��J Housing #10 x 3/4" PH SMS Flushbolt Linkage Assy, Connection Wheel Cylinder /Deadbol Assy. TOP SECTION SHOWN (BOTTOM SIMILAR) i� CGI CUSTOM 3 —POINT LOCK Bolt Tip I SMS #8 x 1/2" PH MS Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) OO Fl-2-1 Flushbolts (Inactive Panel) Threader Rod Keyed Cylinder Deadbol Assemb Actual Arm REGENT 3 POINT COMMERCIAL LOCK :tuator Arm I, Bolt Housing I SMS Bolt T I SMS #10 x 3/4" FH SMS ro Surface Mounted Activator TOP SEC110N SHOWN (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT r�rt.ir a. now 2 Nbv DWG. NO.: W12 -22 Dor- 0 —Motic 1690 Jackson 20861 #8 x 3/4" #12 x 1 1/2" FH SMS FH SMS Keeper • Strike Plate Top Guide w /trip #10 x 1/2" release FH MS Top Lock #10 x 1/4" Top Bolt Assembly FH MS Bottom Bolt #10 x 1/4" Bottom Bolt FH MS Bolt Guide Bolt Guide #10 x 1/2" I _ FH MS — DWG. NO.: W12 -22 Engn dAVADp AHMAD CIVL F CAA 3S389$2 - Sams BYE G Imo./ W,NDOW3 8c DOORS 10100 northwest 25 street rrdW, florido 33172 product : Series 450 Outswing Doors & Sidetites N 2 `J 2012 dote : 05 -22 -12 sheet 2.3 of 7 1/4' DIA. ULTRACON ®s° FROM ENDS 1/4" DIA. ULTRACON AND 24° O.C. (INTERMEDIA AN Rs) i SEE SHEET 7- EDGE I (SEE EET ) 3 KS1 CONIU 0�1 Q f' 1X4 PT WOOD 2A TYPICAL PANEL ASSE BLY 1X4 PT WOOD 1 I / ` 509 SEE NOTE BELOW ' 2X4 PT WOOD �/ t • 1�L 511 4 2B TYPICAL PANEL ASSEM LY SEE NOTE BE IN �� SEALANT 2C TYPICAL PANEL ASSEMB Y to - - - - -- -_- - 9 14 8 OPTIONAL INSTALLATION 1 ° 502 504 9 Am NTO 2X4 PT W OD SEE SHEETS 2.2 & 2.3 TYPICAL JAMB ANCHORS 1 m 13 FOR BOLT ENGAGEMENT 1/4' DIA. ULTRACON a 3 TYPICAL 0 6° FROM ENDS AND H _ O 19 -3 /B' O.C. FOR LOADS UPTO 0 PSF ACTIVE .125 O 14 -1/2' O.C. FOR LOADS UPTO 10 PSF 1BI N 12' O.C. FOR LOADS ABOVE 110 375 (SEE SHEET 7) 125 4s52 EXTERIOR 2A a PANEL TYPICAL 1/4" DIA. ULTRACON 1/4" wx WroTH slme �s ` 509 0 ' -'/4 FRAME WIDTH W b-- ASTRAGAL REOD. FOR INTERIOR WATER RESISTANT DOORS ONLY re� 4562 9 re n TYPICAL 3 .125 •150 1290 OPTIONAL 502 EXTERIOR 505 SQUARE GLAZING (SEE SHEET 1.2) 190 O •4 2X4 PT WOOD n OPTIONAL INSTALLATION S _ O INTO 2X4 PT WOOD ACTIVE NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI 2A TYPICAL UST BE PROPERLY SECURED AND •675 1z scREws UST SUSTAIN LOADS IMPOSED EXTERIOR 3/ END Y SYSTEM. USE 1/4' DIA. ULTRACON 1.844 .100 ® 6" FROM ENDS AND 24' O.C. rl (INTERMEDIATE ANCHORS) 1llll4l Engr. JAVAD AHMAD to RA. PE A 70992 NOTE: CAN. 938 ALL ANCHOR COND IONS SHOWN ON 1'I 3 coN ETF SHEETS 3, 4 AND 5 MAY BE DIRECTLY EDGE .. , a o a TO MASONRY WI 1/4- MAX. SHIM SPACE 2 2012 WITHOUT VAR ON IN CAPACITY. INACTIVE H jW 05 OUT SWING DOOR LOCK OPTIONS ASEE SHEET 1.1 DWG. NO.: W12 -22 CG\ WINOOWS 8c DOORS 10100 northwest 25 street mismi, 0orido 33172 product : Series 450 Outswing Doors & Sidelites dote : 05 -22 -12 1 sheet 3 of 7 MULLION TYPE 1 WIDE STILE -WNE STILE 502 I .675 I- 4.812- SIDELITE PANEL WIDTH DOOR SIMILAR MfION TYPE 2 WIDE STU- NARROW STILE 502 1.675 4.BIE- DELITE PANEL IDTH OOR SIMILAR MULLION TYPE 3 NARROW STILE - NARROW STILE EXTERIOR SIDELITE PANEL WIDTH 502 - 491E •675 lo- SS -0 SEALANT EMEOR SIDELITE PANEL WIDTH DS -0 SS-Q ls(� O N .675 M- SIDELITE PANEL WIDTH (IV) = DOOR PANEL + nxED PANEL 2 MULLION PERFORMANCE CHART DESIGN LOAD CAPAC SF NOMINAL DIMS. MULL TYPE 1 r MULL TYPE Q MULL TYPE 3 wom N HEIOHf w.( +) INT.(-) - EXL( +) W.( -) 1/6 4u 3/0 3/6 0/8 IOU 110.0 100.0 110.0 100.0 110.0 16&0 110.0 160.o 110.0 100.0 110. 100.0 OA 100.0 110.0 1 - - Imo 110.0 70.0 70.0 - - 1/6 2/0 2/8 3/0 3/6 7/0 100.0 110.0 1 00.0 1 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 Imo 110.0 - - Im. - 1/6 2/0 2/6 3/0 3/6 7/6 IO&o 110.0 100.0 110.0 100.0 110.0 IOU 110.0 100.0 110.0 700 70.0 IOU 110.0 100.0 110.0 _ - - 1 WA 110.0 70.0 1 70.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 318 8/0 1 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110-0 100.0 110.0 70.0 70.0 IOU 110.0 100.0 110-0 - - 100.0 110.0 - - - - 100.0 104.6 - - - - 1/6 2/0 2/6 3/0 3/6 8/6 100.0 110.0 100.0 110. 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 10 &0 100.4 - - 689 889 - - - - 700 70.0 - - - - 1/6 2/0 2/8 3/0 8/0 Imo 110.0 1000 110.0 100.0 110.0 100.0 110.0 100.0 104.1 - - 8 &1 88.1 70.0 7 &0 - - 829 829 - - - - 1/6 2/0 2/8 3/0 8/6 700 700 70.0 70.0 100.0 110.0 70.0 700 70.0 70.0 - - T0.0 700 - - - - 700 700 - - - - 1/6 2%0 2/e 3/0 1 10/0 700 700 70.0 1 70.0 700 70.0 700 70.0 70.0 70.0 - - 70.0 70.0 _ 1 589 1 669 1 - - - - _0 7 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 6 w l.w C, Engr. JNAD AHM 1;16 FLA. AN JS P2 SIDELITE PANEL WIDTH 9 2012 DWG. NO.: W12-22 cam► WINOOWJ 84 DOORS 10100 northwest 25 street miom, OorWe 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 sheet 5 of 7 PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELPI'PS (NARROW STILE SIDELITES UNITED TO 18° OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. 7/16° COMPOSITE PANELS 1° COMPO NON. PAN0. ki, YW NOM. PANEL HEIGHT T. C+) INT. C -) 2/0 3/0 3 6/8 100.0 110.0 100.0 clamo 110.0 110.0 1001 110.0 2/0 2/6 3/0 3/6 7/0 100.0 11010 100.0 110.0 100.0 110.0 100.0 110.0 2/0 2/6 3/0 3/6 7/6 1001 110.0 100.0 110.0 IOU 110.0 105.0 LOSS 2/O 2/6 3/0 3/6 9/0 100.0 110.0 100.0 110.0 IOOA 110.0 70.0 70.0 2/0 2/6 3/0 3/6 2/6 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 2/0 2/6 3/0 9/0 100.0 110.0 1004 130.0 100.0 110.0 2/0 2/6 3/0 9/6 70.0 70.0 70.0 70.0 70.0 70.0 2/0 2/6 3/0 10 /0 701 701 7.0 704 70.0 70EIDME AND�SSI & SC s37 WWHHERRERW TIER INFILTRAT ION RE NIREAVARE NOT Fa'M Af WM THESE CHARTS CAN HE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. Moreno OF WFa. Ffiftv Engn JAYAO AHMAD LNGADD $0 MIM39 507 OUISENG DLE Fa'M Af WM THESE CHARTS CAN HE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. DWG. NO.: W12 -22 cAva\ WilvoowS ac DooFts 10100 northwest 25 street mind, Ioddo 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 sheet 6 of 7 Moreno OF WFa. Ffiftv Engn JAYAO AHMAD Fl cP 092 ai MIM39 � DLE DWG. NO.: W12 -22 cAva\ WilvoowS ac DooFts 10100 northwest 25 street mind, Ioddo 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 sheet 6 of 7 MIT. STIIS e g� F SINGLE DOOR OR SIDELITE DOUBLE DOOR 61ULUON ANCHORS CLUSTER OF ANCHORS AT SIDId1TE -- (34, 5 OR 8 MB. STILE (J 2 AT SIOELRE 1 AT DOOR C(5 ) J AT SIDELRE 2 AT DOOR ANCHORS f SEE CHART FOR CAPACITY _-T OTYPE'B*- S, 4' Y • (Fu -177 KSI. Fy-155 KM) TO 2BY WOOD BUCKS OR WOOD STRUCTURES 1/2" MIN. PENETRATION INTO WOOD THRU THY WOOD BUCKS INTO CONCRETE AT HEAD 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY A R g R DIRECTLY INTO CONCRETE N 1 -1/4" MIN. EMBED INTO CONIC. OR MASONRY . ED DISTAN a - INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE - i' MIN. MULLION ANCHORS AT swum �-°j g NOMINAL DIMS PANEL PANEL VIDTH HEIGHT ANCHOR SPACENC NOMINAL DIMS DESIGN LOAD CAPACTY -FSF TYPE 'B' TYPE 'C' PAt4EL VIDTH PANEL HEIGHT '' :•'A:'5. ::'•i%5.:,,; & TYPE 'C' AT SS3 HILL CLUSTER OF CLUSTER OF 4 ANCHORS 8 ANCHORS :•.K.:::.� :;; CLUSTEE OF 9 ANCHORS CLUSTER OF 4 ANCHD@8 LUSTER OF 8 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 /6 3/0 /6 6/9 ., : x0.•:;•:::•. 110.0 110.0 110.0 2/0 2/6 3/0 3/6 :a5. 105.7 110.0 11 &0 110.0 11&0 81.1 I „,:ii•:`:; . 110.0 '•`5.:';:''4';` 843 110.0 110.0 110.0 110.0 mu 90.7 110.0 110A 110.0 70.4 919 110.0 / �i�:;:::; 5.;i ::';:':�•' 110.0 :�'•: � 110.0 101.3 110.0 W.4 803 110.0 Ilan 110.0 2/0 2/6 3/0 3/6 7/0 98.8 110.0 :.i'`: i:�: %':'. Vii!.: 110.0 'i %'•41 2/0 2/6 3/0 3/6 7/0 1017 110. 1110 110.0 110.0 77.2 103.0 110.0 110.0 11&0 803 tO7.4 110.0 110.0 110.0 849 86.4 110.0 110.0 11MO 67.1 993 110.0 110.0 110.0 mB 74.4 110.0 983 110.0 573 76.7 110.0 108.0 110.0 2/0 2/6 3/0 3/6 7/6 au 110.0 110.0 110.0 PANEL VIDTH PANEL MOTH PANEL VIDTH PANEL VIDTH _-T OTYPE'B*- S, 4' Y • (Fu -177 KSI. Fy-155 KM) TO 2BY WOOD BUCKS OR WOOD STRUCTURES 1/2" MIN. PENETRATION INTO WOOD THRU THY WOOD BUCKS INTO CONCRETE AT HEAD 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY A R g R DIRECTLY INTO CONCRETE N 1 -1/4" MIN. EMBED INTO CONIC. OR MASONRY . ED DISTAN a - INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE - i' MIN. MULLION ANCHORS AT swum MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS PANEL PANEL VIDTH HEIGHT DR[ON�LO CAPACfY-PSF NOMINAL DIMS DESIGN LOAD CAPACTY -FSF TYPE 'B' TYPE 'C' PAt4EL VIDTH PANEL HEIGHT TYPE 'B' CLUSTER OF 3 ANCHOR & TYPE 'C' AT SS3 HILL CLUSTER OF CLUSTER OF 4 ANCHORS 8 ANCHORS TTPE 'c' AT S-0 & CLUB= OF CLUSTER OF 3 ANCHORS 4 ANCHORS CLUSTEE OF 9 ANCHORS CLUSTER OF 4 ANCHD@8 LUSTER OF 8 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 /6 3/0 /6 6/9 1a03 110.0 110.0 110.0 2/0 2/6 3/0 3/6 6/8 105.7 110.0 11 &0 110.0 11&0 81.1 I 110.0 110.0 110.0 843 110.0 110.0 110.0 110.0 mu 90.7 110.0 110A 110.0 70.4 919 110.0 110.0 110.0 SU 78.1 110.0 101.3 110.0 W.4 803 110.0 Ilan 110.0 2/0 2/6 3/0 3/6 7/0 98.8 110.0 1104 110.0 110.0 2/0 2/6 3/0 3/6 7/0 1017 110. 1110 110.0 110.0 77.2 103.0 110.0 110.0 11&0 803 tO7.4 110.0 110.0 110.0 849 86.4 110.0 110.0 11MO 67.1 993 110.0 110.0 110.0 mB 74.4 110.0 983 110.0 573 76.7 110.0 108.0 110.0 2/0 2/6 3/0 3/6 7/6 au 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 94.0 110.0 110.0 1109 110.0 72.1 9&2 HMO 1109 110.0 752 10&3 1103 1109 110.0 60.5 80.7 110.0 1049 1110 62.7 B18 I1M4 110.0 1104 521 893 1043 90.1 110.0 517 71.6 107.4 1009 1109 2/0 2/6 3/0 3/6 6/0 817 111.8 1104 1109 110.0 2/0 2/6 310 3/6 8/0 882 Ifao 110.0 110.0 110.0 57.7 90.2 110.0 1104 110.0 709 94.1 1104 110.0 1104 589 78.7 110.0 SILT 1104 56.8 7IL4 1104 110.0 110.0 489 am 97.8 843 1079 50.4 672 1009 94.6 1104 2/0 2/6 3/0 3/6 9/6 789 105.1 110.0 110.0 1104 2/0 2/6 310 3/6 8/6 810 110.0 1104 110.0 110.0 617 843 1104 1104 1104 SL4 8&8 110.0 1104 1104 539 71.3 1069 92.4 110.0 55.4 739 110.0 1039 1104 464 81.4 92.1 799 1013 47.4 63.3 949 841 110.0 2/0 2/6 3/0 9/0 743 993 1104 1t0.0 110.0 2/0 2/6 3/0 9/0 783 1069 11a0 1tO.0 110.0 80.2 80.3 110.0 104.0 110.0 828 817 110.0 110.0 110.0 503 V.3 1104 87.3 1104 523 69.7 104.6 982 110.0 2/0 2/6 3/0 9/6 718 94.1 110.0 1104 1184 2/0 2/6 3/0 9/6 74.4 99.1 110.0 110.0 110.0 57.0 76.1 110.0 989 110.0 883 799 1104 110.0 1104 479 839 95.7 M7 10&0 49.8 88.1 99.1 911 110.0 2ro 2/6 3/0 10 /0 57.1 89.4 1104 110.0 110.0 2/0 2/6 3/0 30 /0 717 942 11 &0 1104 110.0 942 72.3 108.4 93.7 110.0 583 75.4 110.0 10&1 110.0 4S3 �.8 81.0 789 100.J 47.1 82$ 942 8IL4 118.0 TYPE 'C'- 1/4' OIA. U1 nG N BY ' CO' (Fu =177 K61, Fy =155 K9I)� DIRECTLY INTO CONCRETE 1 -3/4° MIN. EMBED INTO CONC. TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD & SILL STEPS TO USE CHARTS: 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REOUIREMENT DETERMINE IN STEP 1 0104W OF SHEET 6. DWG. NO.: W12 -22 Ewa ► WIIVDOWs Sc DooFes 10100 northwest 25 street miam, Florida 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 sheet 7 of 7 AT HEAD OR SILL EDGE DISTANCES Engn %VAV AHMAD CIVIL INTO CONCRETE - 2 -1/2" MIN. PE �, 738 2 CONCRETE F "c - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK I m - 2000 PSI MIN. �l TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD & SILL STEPS TO USE CHARTS: 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REOUIREMENT DETERMINE IN STEP 1 0104W OF SHEET 6. DWG. NO.: W12 -22 Ewa ► WIIVDOWs Sc DooFes 10100 northwest 25 street miam, Florida 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 sheet 7 of 7 CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. • 1 � Rl�S 1 � I ;. EWS END orl f!J�I_'1 1' X11 _ 1:\' 1u`il:_IJY1 I REWS ENO 1592 112 Ae 4 #12 SCREWS 2/ LEG 2X2X ALUM #12 SCREWS TT 2/ LEG ' INTERIOR ADA SIL ®MTJLION I sr.1�ft,0 *0 DWG. NO.: W12 -22 • CAM L WINDOWS ae DOORS 10100 rwthwest 25 street miami, 0srida 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 1 sheet 7.1 of 7